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Home My WebLink About46564-Z OS�FF" Town of Southold 5/22/2023 P.O.Box 1179 y i 53095 Main Rd oy �� b Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44121 Date: 5/22/2023 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 1495 Arrowhead Ln,Peconic SCTM#: 473889 Sec/Block/Lot: 98.-3-10 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 7/2/2021 pursuant to which Building Permit No. 46564 dated 7/14/2021 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single-family dwelling with unfinished basement, front and rear covered porches,rear screened porch and attached garage as applied for. The certificate is issued to Heim,John&Loraine of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-21-0653 2/27/2023 ELECTRICAL CERTIFICATE NO. 46564 1/25/2023 PLUMBERS CERTIFICATION DATED 5/15/2023 d Piecu i. th r' ed Signature 'gUffill.lAll TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE Iry • SOUTHOLD, NY ya�ss� 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#: 46564 Date: 7/14/2021 Permission is hereby granted to: Heim, John 612 Barclay Blvd Princeton, NJ 08540 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 1495 Arrowhead Ln, Peconic SCTM # 473889 Sec/Block/Lot# 98.-3-10 Pursuant to application dated 7/2/2021 and approved by the Building Inspector. To expire on 1/13/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $3,008.00 CO-NEW DWELLING $50.00 Total: $3,058.00 Building Inspector pF SOUlyol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 Sean.deviin(cD-town.Southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: John Heim Address: 1495 Arrowhead Ln city:Peconic st: NY zip: 11959 Building Permit#: 46564 Section: 9$ Block: 3 Lot: 10 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Wilcenski Electric License No: 4723ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 64 Ceiling Fixtures 26 Bath Exhaust Fan 4 Service 3 ph Hot Water Gas GFCI Recpt 10 Wall Fixtures 19 Smoke Detectors 6 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 45 CO2 Detectors Sub Panel 100A A/C Blower 2 Range Recpt 50A Ceiling Fan 4 Combo Smoke/CO 4 Transfer Switch UC Lights 4' Dryer Recpt G8S Emergency StrobeHeat Detectors 1 Disconnect Switches 77 4'LED 4 Exit Fixtures Sump Pump Other Equipment: Fridge, Oven, DW, Cooktop gas , Hood, 200A 42 Circuit Panel 33 Used, 100A Sub 12 Circuit 11 Used, Gas FP Notes: Two Story w/ Unfinished Basement Inspector Signature: ate: January 25, 2023 S. Devlin-Cert Electrical Compliance Form - - - OF SQUp��o Town Kall'Annex Telephone(631)76: 54375 Main Road. Fax(631)765-9: P.O.Box 1179 _ Southold.NY 11971-0959 y BUILDING DEPARTMENT +y + WN OF SOUMOLD �3UIII�INGOEPT. TOWNOFSOLM40LD CERT1F1C-AT10N Date:��s a 3 Building Permit No. 41 Owner.- 4e—'l Al (Please print) Plunher. t e C✓1 (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. Muinbers Signature) Sworn to before me this day of 2Q v7 SUSAN A.RIZ?© Notary public,State o,New York iqa.61 RI6183459 �✓r Quifia�in Suital<<Gount,-- . _ f G remission EP+res I'Aarch;7, r, Notary Public, IL1 County ?� hO��OE SOUIyo� * # TOWN OF SOUTHOLD BUILDING DEPT. �o • ,o cou765-1802 I=NSPECTION [ JF NDATION 1ST [ ] ROUGH PLBG. [ NDATION 2ND [ ] INSULATIOWCAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANibONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: [ OtiWllof DATE zoff INSPECTOR Of SOUIy� LA C I ArrvtwA4re-,ct h� �O # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] -FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ , ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O . REMARKS: y r DATE Z INSPECTOR ho�arE 50UTy� ---- - # # TOWN OF SOUTHOLD BUILDING DEPT. cou631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I SULATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL II/� [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL R MARKS: .``[. * � r - VVIA 6mo(h,",�cf) ill, w", (&� Vr— f(k / RVKU • 464-�� oi�,4m 1�z ci�v 1 DATE I INSPECTORY40 - At"ok OF SOUlyOlo y I � �pS # # TOWI�1 OF SO�ITHOLD BUILDI G DEPT. `ycou631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) INA ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: S"-f-&W-y tr/V'�rM►�'7T.i��/V`� DATE JL5 INSPECTOR N. J. AZZAFERRO P.E. JUN 17 909M BUILDING DEPT. PO Box 57, Greenport,N.Y. 11944 TOWN OF SOUTHOLD Phone- 516-457-5596 Consulting Engineer June 17, 2022 Design, Construction, Insep ction Town of Southold-Building Department 53095 Main Road Southold NY 11971 Re: Heim 1495 Arrowhead Lane Peconic,N.Y. 11971 SCTM#473889 District-1000, Section-98. Block-3, Lot-10 Building Permit Number—46564—New Construction Inspection—Insulation On 5/24/22, I inspected the insulation and caulking installed at the noted location. The inspection covered the basement,exterior and interior walls and the ceiling/root The inspection results are: 1 —Walls—Insulation provided and installed by Rocket Insulation. Insulation provided rated as R-20. The insulation provided was done in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. 2—Ceiling/Roof—Insulation provided and installed by Rocket Insulation. Insulation provided rated as R-49. The insulation provided was done in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. 3—First Floor/Cellar Ceiling—Insulation provided and installed by Rocket Insulation. Insulation provided rated as R-20 and R-30. Additional Closed Cell Spray provided in basement—walls,perimeter box beams. The insulation provided was done in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. Result- The insulation and caulking installation as verified by the General Contractor and Rocket Insulation, is compliant with all applicable codes and confo s with the design specifications. 0 NE;V Nicholas J Mazzaferro,.P.E. F� 0 Ho 05109h ROEESS10141 HlUJ II JUN 17 2092 N. J. MAZZAFERRO, P.E. BUILDING DEPT PO Box 57, Greenport,N.Y. 11944 TOWN OFSOUTHOLD Phone - 516-457-5596 Consulting Engineer June 17, 2022 Design, Construction, Inspection Page 1 of 1 Town of Southold-Building Department 53095 Main Road Southold NY 11971 Re: Heim 1495 Arrowhead Lane Peconic,N.Y. 11971 SCTM#473889 District-1000, Section-98. Block-3, Lot-10 Building Permit Number—46564—New Construction Inspection—Rough Plumbing On May 24, 2022, I inspected the plumbing construction at the noted location. The inspection covered the interior plumbing roughing for the Drainage Waste and Vent System(DWV) and the Water Supply System(WS). The inspection results are: 1 —DWV— System was set up with head pressure(using compressed air)per the IRC. I observed all drainage and vent lines. System performed as required. All construction was done in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. 2—WS—System was set up with pressure exceeding 50 pounds (using compressed air) per the IRC. I observed all hot and cold supply lines. System performed as required. All construction was done in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. Result—Based upon inspection of this project and to the best of my knowledge,belief and professional judgment,construction as installed complies with the plans and applicable codes of the IRC,NYS and Southold Town Building Codes. PZE 0 NEW Y Nicholas J.Mazzaferro,P.E. z o �w O No 051095 AROFESSIONP�� nuflfl�flng Envelope and Dict Tightness Report 2018 IECC as amended by the 2020 New Yorlc State Supplement,sections 402.4.1.2 and 403.3.4 Address of Test 1495 Arrowhead Lane,Peeonic,NY 11958 Test Date 1/11/2023 Building Permit#: 46564 Compliance Pathway Performance Test Completed by: Christopher Silvia RESNET Rater ID# 4150294 Home Energy Solutions NATE ID# 187 East Main Street ICC ID# Huntington,NY-11743 BPI# 631-673-0664 ]Building Envelope Tightness Volume Calculation : Check if- Floor fFloor Area Volume ❑ Conditioned Basement Basement ❑ Conditioned Crawl Space 1St 2004 18036 Sealed Attic 2nd 1885 19089 *The conditioned floor area of dwelling is calculated in 3rd accordance with ANSI 765,except that conditioned floor Attic 4809 ar des areas here the ceiling height is less than 5 Total Volume 41934 .CFM @50 pa 659 Air changes/hr@50 4 Code Compliance: Pass Duct Tightness: Post Construction Te t-Tal Duct Leakage System-1: 1st Floor Duct Location Basement Floor Area iW4 Leakage CFM @ 25pa 79 CFM/100 ft'CFA 3.94 Code Compliance: Pass System-2: Within Condition Space Duct Location Conditioned Space Floor Area Leakage CFM @ 25pa N/A CFM/100 ft2 CFA N/A Code Compliance: Exempt System-3: Duct Location Floor Area Leakage CFM @ 25pa CFM/100 ft CFA Code Compliance: All building envelope tightiness testing has been verified using instruments and procedures specified in ASTM E1827 as required by 2018 IECC as amended by the 2020 New York State Supplement, section 402.4.1.2.The building duct and plenum system has been verified as required by the 2018 IECC s"51 rrded by 202Q New York State Supplement,Section 4033.4. Signature: Date: 1/11/2023 Christopher Silvia,Home Energy Solutions *Disclaimer* For Manual' J, D & S Home Energy Solutions, Inc. The heating& cooling load calculations (Manual-J), equipment selection (Manual-S), and duct design (Manual-D) supplied by Home Energy Solutions are based on plans. Any deviations from the approved drawing such as thermal boundary/window selection/air infiltration or duct leakage will have a negative impact on the proposed heating and cooling load defined here. If it is determined by installing mechanical professional that the proposed pathway is now blocked, an alternative path may be taken if it has no impact to the air flow required for each affected room. This includes but is not limited to the design of the house, quality of insulation, quality of duct sealing, & air infiltration. Please do not exceed more than 15%of the recommended tonnage on the report for conventional equipment and 20%for geothermal heat pumps. ***The load calculation square foot areas include all habitable square foot areas and all open to below square foot areas.. This is for the sole purpose of accurately modeling the heat loss/gain of the entire building structure(ceiling areas, wall areas, and perimeter slabs). Therefore, the load calculation square feet may exceed the reported building square feet stated on the architectural plans. *** Glenn LaMay Home Energy Solutions, Inc. 631-673-0664 Manual S Compliance Report Job: 1495 Arrowhead Lane - - wrightsofts Date: 12/15/2022 AH#1 By: Marvin Murillo Home Energy Solutions 187 E.Main St,Huntington,NY 11743 Phone:631-673-0664 Email:GDLaMayrd@gmail.com Web:www.home-eneWsolutions.com Project Information For: Heim Residence 1495 Arrowhead Lane, Peconic, NY 11958 Cooling Equipment Design Conditions Outdoor design DB: 88.4°F Sensible gain: 25002 Btuh Entering coil DB: 76.1°F Outdoor design WB: 73.2°F Latent gain: 4771 Btuh Entering coil WB: 63.6'F Indoor design DB: 75.0°F Total gain: 29774 Btuh Indoor RH: 50% Estimated airflow: 1167 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RA1636AJ1NA+RCF3621STAMCA Actual airflow: 1167 cfm Sensible capacity: 24500 Btuh 98%of load Latent capacity: 10500 Btuh 220%of load Total capacity: 35000 Btuh 1181/o of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 15.3°F Heat loss: 35445 Btuh Entering coil DB: 67.3°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas furnace Manufacturer: Rheem Model: R95TA0601317MSA Actual airflow: 1167 cfm Output capacity: 54000 Btuh 152%of load Temp. rise: 50 °F Meets all requirements of ACCA Manual S. Wr9ghltsoft- 2022-Dec-1910:47:06 RightSuite®Universal 202222.0.05 RSU25299 Pagel +� ... -J-s Arrowhead Lane-1495—Heim Residence.rup Calc=MJ8 Front Door faces: W Manual S Compliance Report Job: 1495 Arrowhead Lane VI/rIgh $CDf ' Date: 12/15/2022 AH#Z By: Marvin Murillo Home Energy Solutions 187 E.Main St,Huntington,NY 11743 Phone:631-673-0664 Email:GDLaMay3@gmail.coM Web:www.home-energysolutions.com Project Information For: Heim Residence 1495 Arrowhead Lane, Peconic, NY 11958 Cooling, Equipment Design Conditions Outdoor design DB: 88.4°F Sensible gain: 13550 Btuh Entering coil DB: 76.5°F Outdoor design WB: 73.2°F Latent gain: 5082 Btuh Entering coil WB: 64.0'F Indoor design DB: 75.0°F Total gain: 18632 Btuh Indoor RH: 50% Estimated airflow: 800 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RA1624AJ1NA+RCF2414STAMCA Actual airflow: 800 cfm Sensible capacity: 16800 Btuh 124%of load Latent capacity: 7200 Btuh 142%of load Total capacity: 24000 Btuh 129%of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 15.3°F Heat loss: 30740 Btuh Entering coil DB: 65.7°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas furnace Manufacturer: Rheem Model: R95TA0401317MSA Actual airflow: 800 cfm Output capacity: 41000 Btuh 133%of load Temp. rise: 50 °F Meets all requirements of ACCA Manual S. _oi"�d_r_ w bgh oftt, 2022-Deo-1910:47:06 �` ,W.,,,. .........<..,�,_, RightSufte®Universal 202222.0.05 RSU25299 Paget ...an.l-S-D_Arrowhead Lane_1495_Heim Residence.rup Calc=MJ8 Front Door faces: W Duct System Summary Job: 1495 Arrowhead Lane W11 CIg�iSioft' Date: 12/15/2022 AFI#1 By: Marvin Murillo Home Energy Solutions 187 E.Main St,Huntington,NY 11743 Phone:631-673-0664 Email:GDLaMay3@gmail.com Web:www.home-energysolufions.com Project Information For: Heim Residence 1495 Arrowhead Lane, Peconic, NY 11958 Heating Cooling External static pressure 0.70 in H2O 0.70 in H2O Pressure losses 0.49 in H2O 0.49 in H2O Available static pressure 0.21 in H2O 0.21 in H2O Supply/return available pressure 0.122/0.088 in H2O 0.122/0.088 in H2O Lowest friction rate 0.037 in/100ft 0.037 in/100ft Actual air flow 1167 cfm 1167 cfm Total effective length(TEL) 561 ft Supply Branch Detail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln (ft) Trunk BRKF Nook c 2565 124 125 0.039 7.0 Ox 0 VIFx 65.6 250.0 st6A Dining Room c 2565 83 125 0.046 7.0 OX 0 VIFX 53.5 210.0 st6 Foyer h 2747 104 72 0.048 6.0 Ox 0 VIFx 33.0 220.0 st6 Kitchen C 2584 107 126 0.042 7.0 Ox 0 VIFx 57.6 235.0 st6A Laundry C 1689 78 82 0.040 6.0 OX 0 VIFx 51.5 255.0 st6B Living Room C 3125 99 153 0.045 8.0 OX 0 VIFx 44.0 225.0 st6 Living Room-A C 3125 99 153 0.046 8.0 0X0 VIFX 35.0 230.0 st6 Master Bath h 3118 118 75 0.046 7.0 OX 0 VIFX 24.0 240.0 st6 Master Bedroom h 2785 106 88 0.049 6.0 Ox 0 VIFX 41.0 210.0 st5 Master Bedroom-A h 2785 106 88 0.037 6.0 Ox 0 VIFX 40.6 285.0 st5A Master W.I.0 h 2313 88 44 0.052 6.0 Ox 0 VIFx 23.5 210.0 st5 PWDR h 974 37 30 0.043 4.0 Ox 0 VIFx 44.0 240.0 st6A Pantry h 509 19 4 0.037 4.0 Ox 0 VIFX 51.1 275.0 st6C SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st6 Peak AVF 868 946 0.037 681 16.4 10 x 20 ShtMetl st2 st5A Peak AVF 106 88 0.037 253 7.2 10 x 6 ShtMetl st5 st5 Peak AVF 299 221 0.037 717 10.7 10 x 6 ShtMetl st2 st6A Peak AVF 365 369 0.037 663 11.6 10 x 8 ShtMetl st6 st6B Peak AVF 97 87 0.037 234 7.0 10 x 6 ShtMetl st6A st6C Peak AVF 19 4 0.037 46 3.8 10 x 6 ShtMetl st613 st2 I Peak AVF 1167 1167 1 0.037 1 700 1 17.8 1 10 x 24 ShtMetl �A/i"1�}11ka�flr" 2022-Dec-1910:47:06 Right-Suite®Universal 202222.0.05 RSU25299 Pagel / ...an J S D PArrowhead Lane-1495-Heim Residence.rup Calc=MJ8 Front Door faces: W Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk rb2 Ox 0 558 398 218.0 0.040 536 13.3 1 Ox 15 ShMt rt2 rb1 0x0 609 769 235.0 0.037 553 15.2 1 O 20 ShMt rt2 Return Trunk Detal I Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt2 Peak AVF 1167 1167 0.037 700 17.8 10 x 24 ShtMetl Wp'A¢gQ9S�? 2022-Dec-1910:47:06 RightSuite®Universal202222.0.05RSU25299 Paget BEN ...an-JS-D Arrowhead Lane_1495_Heim Residence.rup Calc=MJ8 Front Door faces: W Duct System Summary Job: 1495 Arrowhead Lane S 1llfClf�ht50 ' Date: 12/15/2022 AH#2 By: Marvin Murillo Home Energy Solutions 187 E.Main St,Huntington,NY 11743 Phone:631-673-0664 Email:GDLaMay3@gmail.com Web:www.home-energysolutions.com Project Inormation For: Heim Residence 1495 Arrowhead Lane, Peconic, NY 11958 Heating Cooling External static pressure 0.70 in H2O 0.70 in H2O Pressure losses 0.49 in H2O 0.49 in H2O Available static pressure 0.21 in H2O 0.21 in H2O Supply/return available pressure 0.159/0.051 in H2O 0.159/0.051 in H2O Lowest friction rate 0.055 in/100ft 0.055 in/100ft Actual air flow 800 cfm 800 cfm Total effective length(TEL) 382 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln (ft) Trunk Art Studio h 3279 103 98 0.061 6.0 Ox 0 VIFx 25.0 235.0 st4A Art Studio-A h 3279 103 98 0.066 6.0 Ox 0 VIFx 23.5 215.0 st4 Art Studio-B h 3279 103 98 0.064 6.0 Ox 0 VI Fx 22.5 225.0 st4 Bath 1 h 1625 51 21 0.055 4.0 Ox 0 VIFx 43.5 245.0 st3A Bedroom 2 C 1633 105 106 0.056 6.0 Ox 0 VIFx 49.5 235.0 st3A Bedroom 3 C 1741 67 113 0.061 7.0 Ox 0 VIFx 35.5 225.0 st3 Bunk Room C 1641 103 107 0.064 6.0 Ox 0 VIFx 21.5 225.0 st3 OTB h 5279 166 159 0.063 8.0 Ox 0 VIFx 35.5 215.0 st3 SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st3 Peak AVF 491 505 0.055 727 12.0 10 x 10 ShtMetl st1 st3A Peak AVF 156 127 0.055 375 7.8 10 x 6 ShtMetl st3 st4 Peak AVF 309 295 0.061 741 9.8 10 x 6 ShtMetl st1 st4A Peak AVF 103 98 0.061 247 6.5 10 x 6 ShtMetl st4 st1 Peak AVF 800 800 0.055 720 14.3 10 x 16 ShtMetl A _r1� vwrights0ft,, 2022-Dec,1910:47:06 �„�- 'T Right-Suite®Universal 2022 22.0.05 RSU25299 Page 3 Ra- ...anti/-S-D_Arrowhead Lane-1495-Heim Residence.rup Calc=MJ8 Front Door faces: W Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (dm) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk W 0x0 800 800 93.5 0.055 453 18.0 Ox 0 VIFx = wrightsoTfi" 2022-Dec-1910:47:06 �.„a.. ,: �. Right-Suite®Universal 2022 22.0.05 RSU25299 Page l iC� ...an.I-S-D.Arrowhead Lane_1495_Heim Residence.rup Calc=MJ8 Front Door faces: W Load Short Form Job: 1495 Arrowhead Lane WCIghtSt]It Date: 12/15/2022 Whole House By: Marvin Murillo Home Energy Solutions 187 E.Main St,Huntington,NY 11743 Phone:631-673-0664 Email:GDLaMay3@gmail.com Web:www.home-energysolufions.com Project • • For: Heim Residence 1495 Arrowhead Lane, Peconic, NY 11958 Design Information Htg Clg Infiltration Outside db(°F) 15 88 Method Simplified Inside db(°F) 72 75 Construction quality Average Design TD(°F) 57 13 Fireplaces 1 (Average) Daily range - L Inside humidity(%) 35 50 Moisture difference(gr/Ib) 31 34 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) AH#1 1999 30783 23901 1167 1167 AH#2 1810 25498 12311 800 800 Whole House 3809 56281 36211 1967 1967 Other equip loads 9904 2341 Equip. @ 1.00 RSM 38552 Latent cooling 6151 TOTALS I 3809 I 66184 I 44703 I 1967 I 1967 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. nit l[gII tsoft" 2022-Deo-19 10:47:06 ,-, Right-Suite®Universal 2022 22.0.05 RSU25299 Pagel ZC5t ...anal-S-D_Arrowhead Lane_1495_Heim Residence.rup Calc=MJ8 Front Door faces: W Load Short Form Job: 1495 Arrowhead Lane I" Wrlg h 5� Date: 12/15/2022 AH#1 By: Marvin Murillo Home Energy Solutions 187 E.Main St,Huntington,NY 11743 Phone:631-673-0664 Email:GDLaMay3@gmail.com Web:www.hom"neWsolufions.com Project Information For: Heim Residence 1495 Arrowhead Lane, Peconic, NY 11958 Design Information Htg Clg Infiltration Outside db(°F) 15 88 Method Simplified Inside db(°F) 72 75 Construction quality Average Design TD(°F) 57 13 Fireplaces 1 (Average) Daily range - L Inside humidity(%) 35 50 Moisture difference(gr/Ib) 31 34 HEATING EQUIPMENT COOLING EQUIPMENT Make Rheem Make Rheem Trade RHEEM Trade RHEEM Model R95TA0601317MSA Cond RA1636AJlNA AHRI ref 6465027 Coil RCF3621STAMCA AHRI ref 7941897 Efficiency 95 AFUE Efficiency 13.0 EER, 15.5 SEER Heating input 56000 Btuh Sensible cooling 24500 Btuh Heating output 54000 Btuh Latent cooling 10500 Btuh Temperature rise 42 °F Total cooling 35000 Btuh Actual air flow 1167 cfm Actual air flow 1167 cfm Air flow factor 0.038 cfm/Btuh Air flow factor 0.049 cfm/Btuh Static pressure 0.70 in H2O Static pressure 0.70 in H2O Space thermostat Load sensible heat ratio 0.84 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) Kitchen 307 2815 2584 107 126 BRKF Nook 48 3264 2565 124 125 Dining Room 185 2183 2565 83 125 Living Room 420 5228 6250 198 305 Master Bedroom 288 5570 3617 211 177 Master W.I.0 88 2313 907 88 44 Linen 12 0 0 0 0 Master Bath 167 3118 1540 118 75 Stairs 1 79 0 0 0 0 Foyer 182 2747 1472 104 72 PWDR 48 974 623 37 30 Laundry 76 2062 1689 78 82 Hall 1 50 0 0 0 0 Pantry 33 509 87 19 4 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ^.. wr ightsoft". 2022-Deo-19 10:47:06 ti .r .,. ,. RightSuite®U niversal 2022 22.0.05 RSU25299 Paget za ...anJS-D-Arrowhead Lane-1495—Helm Residence.rup Calc=MJ8 Front Door faces: W Coats I 17 1 0 1 0 1 0 1 0 AH#1 1999 30783 23901 1167 1167 Other equip loads 4662 1102 Equip. @ 1.00 RSM 25002 Latent cooling 4771 TOTALS I 1999 I 35445 I 29774 I 1167 I 1167 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ti. _.d_,-_ wrightso ft- 2022-Dec-1910.47:06 'T , , Rig ht-Su ite®U niv ersal 20 22 22.0.05 RSU25299 Page i ...an J-S-D-Arrowhead Lane-1495-Heim Residence.rup Calc=MJ8 Front Door faces: W a. Load Short Form Job: 1495 Arrowhead Lane wrightSotef 6' Date: 12/15/2022 AH#Z By: Marvin Murillo Home Energy Solutions 187 E.Main St,Huntington,NY 11743 Phone:631-673-0664 Email:GDLaMay3@gmail.com Web:www.home-energysolutions.com Project • • For: Heim Residence 1495 Arrowhead Lane, Peconic, NY 11958 Design Information Htg Clg Infiltration Outside db(°F) 15 88 Method Simplified Ins ide db(OF) 72 75 Construction quality Average Design TD(°F) 57 13 Fireplaces 1 (Average) Daily range - L Inside humidity(%) 35 50 Moisture difference(gr/lb) 31 34 HEATING EQUIPMENT COOLING EQUIPMENT Make Rheem Make Rheem Trade RHEEM Trade RHEEM Model R95TA0401317MSA Cond RA1624AJ1NA AHRI ref 6465026 Coil RCF2414STAMCA AHRI ref 8443878 Efficiency 95 AFUE Efficiency 13.0 EER, 15.5 SEER Heating input 42000 Btuh Sensible cooling 16800 Btuh Heating output 41000 Btuh Latent cooling 7200 Btuh Temperature rise 47 OF Total cooling 24000 Btuh Actual air flow 800 cfm Actual air flow 800 cfm Air flow factor 0.031 cfm/Btuh Air flow factor 0.065 cfm/Btuh Static pressure 0.70 in H2O Static pressure 0.70 in H2O Space thermostat Load sensible heat ratio 0.73 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Bedroom 2 256 3350 1633 105 106 Bunk Room 226 3273 1641 103 107 Bedroom 3 216 2134 1741 67 113 Art Studio 375 9836 4539 309 295 Hall 3 70 0 0 0 0 Storage Mech 167 0 0 0 0 Bath 2 58 0 0 0 0 OTB 278 5279 2440 166 159 Bath 1 72 1625 317 51 21 Hall 2 94 0 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. _1T`141_ wrightsofth 2022-Dec-1910:47:06 RightSuite@ Universal 202222.0.05 RSU25299 Page ar JS-D_Arrowhead Lane-1495—Heim Residence.rup Calc=MJ8 Front Door faces: W AH#2 1810 25498 12311 800 800 Other equip loads 5242 1239 Equip. @ 1.00 RSM 13550 Latent cooling 5082 TOTALS I 1810 I 30740 I 18632 i 800 I 800 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. _.1._. Wrighoft„ 2022-Deo-1910:47:06 RightSuite@ U niversal 2022 22.0.05 RSU25299 Page /iia ...an-J-S-D.Arrowhead Lane-1495—Heim Residence.rup Calc=MJ8 Front Door faces: W N Foundation Mechanical Legend Sheet Metal Supply Trunk Sheet Mehl Retum Trunk Flex Duct may, r- 1 Supply Grille/Register s GrilleiRegisterAbove 3 .1 Wall GrillelRegister. 7" 6" 8„ 8" 7^ 6„ Basement Ret Riser �ISx 10 4" Ret Riser 20.10 15x 10 6x 10 20x10 10x10 6x 10 --- — - — -� 24 x 10 V 6x I0 6x10 8x10 —4" 6" Ret Riser 24x10 6„ 7" 24x10 Job#: 1495 Arrowhead Lane Home Energy Solutions Scale: 1 : 143 Performed by Marvin Murillo for: Page 1 Heim Residence 187 E.Main St Right-Suite®Universal 2022 1495 Arrowhead Lane Huntington,NY 11743 22.0.05 RSU25299 Peconic,NY 11958 Phone:631-673-0664 2022-Dec-1910:47:28 www.home-onergysolutions.com GDLaMay3@gmail.com ...ead Lane-1495—Heim Residenre.ru N �- 1st Floor Mechanical Legend _ g-- •--.. - - {! ! Sheet Metal Supply Trunk ti--- Sheet Metal Return Trunk _• ,H i _Flex Duel Supply Grille/Register GrillelRegister Above =,q_ Wall GrillelRegister BRKF Nook 125 cjm 125 cjm 153 cfm T 153 cfm T 106 cjm Kitchen Dining Room Living Room Ret Riser 15x 10 8-126 cfm \�4 558 caster Bedroom 106 cfm� Rei Riser EI.0-1)� 20x10 15x10Garage 8-19 cfrnPantry 769cfm Master WIC Hall 1 88 cjm Linen Foyer Master Bath Laundry PWDR 04 cjm 118 cjm 8 cjnr 37 cjm f Stairs 1 Job#: 1495 Arrowhead Lane Home Energy Solutions Scale: 1 : 143 Performed by Marvin Murillo for: Page 2 Heim Residence 187 E.Main St Right-Suite@ Universal 2022 1495 Arrowhead Lane Huntington,NY 11743 22.0.05 RSU25299 Peconic,NY 11958 Phone:631-673-0664 2022-Dec-19 10:47:29 www.home-energysolutions.com GDLaMay3@gmaii.com ...ead Lane_1495_Heim Residence.ru a N 2nd Floor Mechanical Legend n-.... ... ........ ...tl I Sheet Metal Supply Trunk Sheat Metal Retum Trunk Flex Dud—_ F!] Supply GrillelRegister _ v •---_.._.-- _ GriilelRegisler Above � ;—� � Wali GrillefRegister Bunk Room Bedroom 3 113 cfm 6 107 cfm 106 cfin 7„ Bedroom 2 103 cfm 6 800 cfm 103 cfm 6" Unfinished Attic 6x10 10x!0 6x10 Hall 3 all 2 6x 10 16x 10 Art Studio L-- 4L Bath 1 6" Bath 2 S!cjm /8" 103 cfm OTB Storage Mach 166 cfm 8" Job#: 1495 Arrowhead Lane Home Energy Solutions Scale: 1 : 143 Performed by Marvin Murillo for: Page 3 Heim Residence 187 E.Main St Right-Suite@ Universal 2022 1495 Arrowhead Lane Huntington,NY 11743 22.0.05 RSU25299 Peconic,NY 11958 Phone:631-673-0664 2022-Dec-1910:47:29 www.home-energysolutions.com GDLaMay3@gmail.com ...ead Lane 1495 Heim Residence.ru I49s Arrowheod Lane m Peconic-, NY IM K b b Yr A1S �ara9e stair rail 1 back entry stair rail r basement stair rail *, r Al �.. _ MAY 1 7[13 .......... ...... NNW _. � �, f3fC ` �' L. 11� ��,. 117...- {�.�-p`•'. 1 t {a h•�wx� �} * t s r y Heim Kccl cnc-e Permit: 46564 �4 °2' .4.J�v 4 t k a"i �b l •k i� Soil Stabilization � #�; - ,: &PlaceCard VF7t �'�, ' t FIELD INSPECTION REPORT DATE COMMENTS b FOUNDATION(IST) mArA y --------------------------------- FOUNDATION(2ND) � �O Ate. ROUGH FRAMING& 11� PLUMBING W G r INSULATION PER N.Y. y STATE ENERGY CODE t o., lru �F c Cep+- S ." l o'� Zh FINAL -� lid W. ADDITION4 COM ENTS 930 a - I-ec�- c� C�ILIo 1 s - ( is CAL r+ o`}m 5-124? S` reel � o � 3� S W H l y y t i TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. 0. Box 1179 Southold,NY 11971-0959 Telephone(631)765-1802 Fax(631)765-9502 hftos://www.southoldtomLmy.gov Date Received APPLICATION FOR BUILDING PERMIT r Office Use Only PERMIT NO. Building Inspector: JUL 2 2021 Applications and forms must be filled out in their entirety.Incomplete TC applications will not be accepted. Where the Applicant is not the owner,an rro , -1 Owner's Authorization form(Page 2)shall be completed. Date:04/26/2021 OF PROPERTY: Name:John Heim Project Address:1495 Arrowhead Lane, P econ ic. New York, 11958 ---------- Phone#:215.806.8383 E-mailJheim2000@ aol.com Mailing Address:612 Barclay Blvd, Princeton, New Jerse CONTACT PERSON: Name:Dave Murrav/Murraype igR ��Bqild Mailing Address:449 Main Street,_QLeg�rlpqrt,_Ne\iy_)�grK,_1 1944 Phone#:631.477.0075 Email:dmur�4yA_Mugqyqe ignbuild.com DESIGN PROFESSIONAL INFORMATION: Name:Dave Murrqy/Murray Desi -qn & Build Mailing Address: Phone#: Email: CONTRACTOR INFORMATION: Name:Dave Murray!Murrav Desion & Build Mailing Address: Phone#: �DESCMPTION OF PROPOSED CONSTRUCTION i@NewStructure DAddition ElAlteration E]Repair ElDemolition Est mated Cost of Project: 00ther $700,000 Will the lot be re-graded? E]Yes R No Will excess fill be removed from premises? E]Yes EJNo PROPERTY INFORMATION le famil Existing use of property: p y Intended use of property:Slr1 residence em t Intended . 9y ._.. Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R_[�O TT this property? ❑Yes M No IF YES, PROVIDE A COPY. @;Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as.provided by Chapter 236 of the Town Code. 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 applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code; housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name):Dave Murray MAuthorized Agent ❑Owner Signature of Applicant: % Date: 04/26/2021 STATE OF NEW YORK) SS: COUNTY OF Suffolk ) Dave Murray being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Agent (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this r-A day of �y�•,� ,20� otary Public JEAN RIE ODDON PROPERTY OWNER AUTHORIZATION Notary public;State of New York (Where the applicant is not the owner) No,01OD625-1238 Qualified In Suffolk County CoWlsslon Expires NOVOriibor%202 J I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) residing at 1 A0-5 Arrowhead Lane (Print property owner's name) (Mailing Address) Peconic, New York, 11958 do hereby authorize Dave Murray (Agent) to apply on my behalf to the Southold Building Department. q", Z (Owner's Signature) (Date) (Print Owner's Name) BUILDING DEPARTMENT-Electrical.Inspector C* x TOWN OF SOUTHOLD oy �� Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 X01 �`�� Telephone (631)765-1802-FAX(631)765-950 Temporary Certificate # C) Date &T 27 2021 Customer Name Electrician Name Address M Of 57 .4crow- bLIA9 LA PC6,14je, Phone 2 e-mail e-mail Phone License# 4771 Size A Phase Overhead Underground T #of Meters. Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on.Service? Y/N Flood Reconnect Old Meter#1 Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification�vor 9 from the date ve. Authorized by V ,: L •: L DEPARTMENT-Electrics!Inspector TOWN OF.50U 54375 Main Road -PO Box 1179 F 2 l old New York 11971-0959 765 9 502 4 cede ane (631)765-1802 FAX(631) r�F. F " •'` BUILDINt7V row southolaltownn . ov sem�7d a southalc�fiowl�n .. APPLICATION FOR ELECTRICAL INSPECTION ELECTF ICIAN INFORMATION (Al Information Required) Date: Comps y Name: tU o I CCOJ Y, L r v Name: Li nse No.: `�7 �3_ email: �em�ailtpYiOf Ll�� L c lI rest aCertificate of Compliance oneNo: 3/. 2 6 2 5'�= v� / l ddress.: - o 3 / S'o . JOB S1,17E INFORMATION (Ali information Required) Name: 14 g , Address: I q A rr Cr' s Street: �- Phone No.: 23 S -62 J Bld .Permit �� email: .� #. Lot: / Tax District: 1000 Section: 9� . Block: BRIEF ESCRIPTtON F WORK(Please Print Clearly) S� Check I That APPLY: DYES RNO []Rough In [:]Final Is.job dy for inspection?: Do you i ieed a Temp Certificate?: OYES []NO Issued On .I. I Motion" (AIL information required) P 2 (� A #Meters Old Meter# Service ize �'I Ph []3 Ph Size: �N Servii:e ❑Service Recxinnect Underground Overhead #:Und round`Laterals M r7]2 Frame[Vote Work done on Service? N Additio al Information: - a PAYMENT DUE WITH APPLICATION , _ //•, � as°�t�3 O Ew I IrtsFe&w Form 2=Au ,, ...... BUILDING DEPARTMENT"Elul Inspector Frill igr TOWN OF SBu ^ : - PO Box 1179. LD Town.Hall Ann e?c-54375 Main Road 11971-0959 ,Southold, Newyork FAX (631) 765-9502 �w _ . Fy � Telephone (631) 765-1.80 southoldtaWnrl ov ro err nn OV--- s southoldtowend PPLI ION FOR ELECTRI AL INSPECTION A QCompliar�e ECT ICIAN INFORMATION (Aii information Required) Dafe:Compa y e L Name:Name: csemail: c t c�U nse No.: 7 �- r ' I request an email copy of Certificateone No: 3/• Z 4 6 z5d" JQB-SI INFORMATION (Ail Information Required) Name: 14 Address: 7 C ' s Street: w i hone No.: toBlock:email:Btd .Permit#: Tax N 313 District: 1000 Section: BRIEF ESCRIPTION F WORK(Please Print Clearly) r S, om ❑ Check 1 That Appal- Rough In oFinal Is:job y for inspection?: OYES . 54NO Da you a Temp Certificate?: OYES ONO Issued On Temp 1 n. (Ail information required) Old Meter# Service ize I Ph C]3 Ph Size: 2 _ A #Meters MN Service ❑Service Recanpect ®Underground 0 Overhead N ' [}Vole Work done on Service? #:Unde 1aterals 01 frame ,kd—ditic i ialInformation: PAYMENT DUE WITH APPLICATION M- , ,,b Ek i nsper',tion Form 2020 x�x Y =_= . r- PERMIT# Address:, Switches- 7-7 Outlets (II1 " M G F I'sr'1 ' I D ` 2( Surface 1 Sconces r � HH's - � I a 1t . UC i_ts �{ Fans II Fridge HW VP Exhaust:1111 Oven �`.Ul� &671— Smokes 6' G Smokes DW Mini Carbon Micro Generator Combo (� Cooktop . Transfer I AC Hood ' Service f Amps Have Used Special: r �/ GCI ,O� .. L Comments. —�V u �4SVFFDLI( Town Hall Annex Telephone Gy Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Ze Southold, NY 11971-0959 - ��o BUILDING DEPARTMENT NOTICE_ OF_UTILIZATION OF TRUSS TYPEtONSTRUCTION PRE-ENGINEERED: WOOD-CONSTRUCTION AND/OR TIMBER-CONSTRUCTION Date; June 3rd, 2021 Owner: John Heim Location of Property: 1495 Arrowhead_Lane, Peconic, New York, 11958 Please take notice that the (check applicable line): _ V New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature:.. �Ijtql Name (person submitting this form): David M. Murray Capacity(check applicable line): Owner _ Owner representative TrussReg15.dccx Effective 1/1/2015 S.C.T.M. NO. DISTRICT: 1000 SECTION: 98 BLOCK: 3 LOT(S): 10 ' TYPICAL DRYWELL CROSS SECTION (CONC. PRECAST COMPONENTS) O'SLAB FOR NON-TRAFFIC WARM Ir MQ FOR TRAFFIC BMW ••^-^-.. -,,., APGr70V1D ITA.ETPPE CCAST IRON FAW ONFRUff AND APPROVE)OUTLET PIPE '•T WN.V DIA. COVER TO GRADE TO EXPANt50N RR:GB PRCHED 1/8%1' M maim 1/871 < TYPICAL CLEAN OUT ®�C�G7❑ SLATE OR =❑ 0 11�W ® � SUITABLE COVE STOPPER END � _ � OR PLUG j cJ 0 � 0 0O F4 0 CL m w j 30' ELBOW 60' WYE as MIN. a 8' ------� V) I W BACK FILL MATERIAL TO BE FLO YV� CLFJIPI SAND AND GRAVEL i 0 C� DWELLING p �I W/PUBLIC WATER V 135' a Lor s I ' VACANT 125' 174.70' � `+r EL 22.1 N 78011130'I E ILT FE CE O LU EL 22.0 PROPOSED LIMIT � O rsy 1 B•3' DRY WELL of DlsluaeANeE t o 17 i Pti'EI L\1 8'DIAx7'DEEP I� CL 20.4 EL(2z.5) EL(22.5) est I CoNCREIE WAIN OUTAREA . .:•:;•;;:: `._: h'i s ._ G) IN 60 OF PRORM DRWrar. '::::::::`'::•::: C j :i::::::. :::::::'•::::::'. WOOD PROPOSED SOIL �flfl� I- PROPOSED DRIVEWAY ':;::GARAGE:::: STOOP STOCK PILE AREALA LU ? ✓J? I o::.GF 23...'•:;,o 4 PROPOSED ( ) 6.5'x5' t� m STAGING AREA ::??:•:C(i:.f:::i•rr:•'.:::: AND CONSTRUCTION m MAP OF { .'.:o'. 77.4' ' 1 ! eEJ a 1•;0'::::``.;`:'."'':'''':')5.':;.::.:..;��.o' INDIAN NECK PARK I n. ...............................:.: e. .�., PRO 1' WATER LINE :.,•;.o�oN No. 551 ..- �`•�;�::.`•:�'.`•:;•:�:�::':::::;`.•:.a:o' �� LOT 90 PROPOESEDr:::::;' v� DWELLINGS U.G. UTILITIES W/PUBLIC WATER .9 BROOMS::::,:::•:•:• 150' p° c N r DWELLINGS f°�{ 0 EL 21.4 '' ::....... ::'::: :::::::':::•::,i,.: �� W/PUBLIC WATER 0 44.0 ; :;`:? <:?:;`?:'::;:;:;: '•'•:.:. 150' 6.0' o j °44 'Mw S.T. :i:; ?:;':?;;:':;4.0' . ON lV C� ��yy m I T ::::''•23.5':•:•:•::•:•:•:• L :J 5 BEDROOM SYS. DRY WELL EL(22.0) EL(22.0) 1,500 GAL S.T. B'DIAx7'DEEP j (2)8'DIAx8'DEEP L.P. 21.5' SILT FENCE EL 21.0 j O - 177-22t ELEV. 21.4 j EL 21.5 OL DR BROWN 1.2' " W DWELLING I ANDY LOAM 19.9 S 78011'30 W/PUBUC WATER LOT i 1 VACANT I 150' 255' I I SM LOAMYYWSAND 1.5' rvPICAI_ slLr PALE SCREEN SECTION BROWN GEOTILFARIC � MEDIUM CAMPFIRE LANE SP SAND WOOD SUPPC R Nogrs DRAINAGE CALCULATIONS: W MIN. FLOW DIRECTION GRAVEL BUT I EEP SEDIMENT ON SITE EXCAVATED AND 14.3' BACKFILLED TRENCH A) DWELLING W/COVERED PORCH-3217 SQ.FT. WAY BAIL AND/OR NO GROUND 3217 x 0.166-534cf REQUIRED SILT FENCING EX." (2) 8 DIA x 7' DEEP DRYWELL-619cf PROVIDED B) DRIVEWAY=1916 SQ.FT. - - - LL - 1916 x 0.166= 318c ¢• o `o• _ '' _ - - — (1) 8'DI4 x 8' DEEP DRYWELL- 354ef PROVIDED � / NO WATER ZONED R-40 a o l��G lq�4. N — 17' NON—CONFORMING LOT � OCT. 14, 2020 - i .CONSTRUCTION ENTRANCE - FOUNDATION OF COMPACTED K. WOYCHUK LS FRONT YARD' 40 MIN "' :3/4' STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.C.A. SIDE YARD: 15' MIN (35' TOTAL) FILL TO 18° (MM.) ABOVE EXISTING GRADE FOR DRAINAGE. THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL REAR YARD: 50' MIN LOCATIONS SHOWN ARE FROM FIELD OBSEPTVA-17ONS REVISED 04-28-21 AND OR DATA OBTAINED FROM OTHERS. AREA: 22,165.84 Sq. Feet or 0.51 ACRES REVISED 03-14-21 ELEVATION DATUM: PJAVDe�i__ UNAUTHORIZED ALTLL--RA77ON OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAIR! COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 77TLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT 1N7ENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE S71:UC'T'URES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: LOT 10 CERTIFIED TO:.,'JOHN HEIM; LORAINE HEIM; MAP OR ARROWHEAD COVE ADVOCATES ABSTRACT, INC.; FILED:JUNE 20, 1963 No. 3810 SITUATED AT:PECONIC TOWN OF:SOUTHOLD KENNETH M `'YOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and. Design " P.O, Dox 153 Aquebogue, New 'York 11931 o� I PHONE (631)298-1588 FAX (831) 298-1588 FILE 220-87 SCALE:1 =30 DATE:ALIO. 20, 2020 N,Y,S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk S.C.T.M. NO. DISTRICT. 1000 SECTION: 98 BLOCK: 3 LOT(S): 10 #R21-0653 S I loI I s I APPRO'kAL 0F__ C§0 I'4;S5TR 11-3C TED WORKS' FOR A S?I N(3L E F-A M I LYD!E N C E n dL R-21-0653 Dla4t-_ ?J27/23 Re�:. TI he se,vaaisosar_kvabeir a favp1*-eer, - -,C, an • ,o_'a%d F A- 5, 0- LOT 9 174.701 rA EL 22.1 (.n 0 N7 30113011 moNt p 22.0 DRY WELL WDIW'DEEP CL 20.4 PIPE 6 STOCKADE BLUESTONElb WOOD FENCE STOOP 0 DAN DRIVEWAY ...... ........ 'A' '?::{:;':'::..........'?:::;•' MAP OF U.0. UTILITIES INDIAN NECK PARK .................. No. 551 LOT 10 STY 1W....... f495 0 STONE WA t= it EL 21.4 LP 4�1 7' . ..................... ...... .T. ....... ir P :4 CELLAR 1500 GAL. S.T. p aV%'"....* ENT. (2)8'OX8'DEEP L.P. I" k., .1 B DRY EL 21.0 L.P.0 bL GAS 177.221 MON. EL 21.5 CL 19.91 S 78011130" W LOT 11 CAMPFIR.E LANE DRAINAGE CALCULATIONS: SEPTIC LOCATION A) DWELLING WICOVERED PORCH-3217 SQ.Fr. POINT"N' POINT"B" 3217 x 0.166-534ef REQUIRED (2) BDIA x 7' DEEP ORMELL=619cf PROVIDED S.T. 49.5' 30.5' 8) ORNEWAY-1916 SQ.Fr. LP1 45' 43.5' 1918 X 0.186- 318cf LP2 57' 42' (1) WDLA x 8' DEEP DRYWELL- 354cf PROVIDED ZONED R-40 NON—CONFORMING LOT FRONT YARD: 40' MIN 7HE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL SIDE YARD: 15' MIN (35' TOTAL) FINAL 01-10-23 LOCA77ONS SHOWN ARE FROM FIELD OBSERVA77ONS REAR YARD: 50' MIN REVISED 04-28-21 AND OR DATA OBTAINED FROM OTHERS. AREA: 22,165.84 Sq. Feet or 0.51 ACRES REVISED 03-14-21 ELEVA77ON DATUM.' NAVD88 UNAUTHORIZED ALTERATFON OR ADD177ON TO THIS SURVEY IS A WOLA77ON OF SEC77ON 7209 OF 774E NEW YORK STATE EDUCA77ON LAW COPIES OF 7741S SURVEY MAP NOT BEARING 7HE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY GUARAN7EFS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM 774E SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS777U770N LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS777U770N, GUARANTEES ARE NOT TRANSFERABLE THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO TNE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC71ON OF FENCES, ADD177ONAL STRUCTURES OR AND 07HER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUMRES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OR LOT 10 OF: NE CERTIFIED TO- JOHN HEIM; LOMNE HEIM; MAP OF:ARROWHEAD COVE N M. 0 ADVOCATES ABSTRACT, INC.; FILED:JUNE 20, 1963 No. 3810 CO SITUATED AT.PECONIC 0 TOWN ORSOUTHOLD .11. VC% KENNETH M WOYCHUK LAND SURVEYING, PILC SUFFOLK COUNTY, NEW YORK tis 05' as Professional Land Surveying and Design _11 P.O. Box 153 Aquebogue, New York 11931 FILE #220-87 SCALE:1"=30' DATE:AUG. 20, 2020 PHONE (631)298-1588 FAX (631) 298-1588 N.YS. LISC. NO. 050882 mainwnins the records of Robert J. Hennessy de Kenneth IL Voychuk GS894479 A�tiJ:> CERTIFICATE OF LIABILITY INSURANCE D5ZO5IDD/Y 21 05/05/2021 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER CONTACT NAME: Kim Swann W.N. Tuscano Agency Inc. PH Ext: 631-477-1680 AC N.031-477-8930 PO Box 1027, 950 Highland Ave. E-MAIL kim mcmann rice.com GREENSBURG PA 15601 INSURER(S)AFFORDING COVERAGE NAIC0 INSURERA:Peleus Insurance Company 34118 INSURED INSURER B Dave Murray Construction & Design INSURER C: Inc 449 Main Street INSURER D: Apt 2 INSURER E: GREENPORT NY 11944 INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDLSUBR POLICY EFF POLICY EXP LTR TYPEOFINSURANCE INSD WVD POLICY NUMBER MMIDD MM/DD LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 11000,000 CLAIMS MADE OCCUR 600GL0033811-01 02/19/202 02/19/202 PAMAGE TO RENTED REM SES Ea occurrence) $ 100 ,0 0 0 MED EXP(Any one person) $ 5, 000 PERSONAL&ADV INJURY $ 11000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2, 000,000 X POLICY JET F—]LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea $ axident ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTYDAMAGE $ AUTOS ONLY AUTOS ONLY Per accident UMBRELLALIAB OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION AND EMPLOYERS'LIABILITY Y/N PER ER ANYPROPRIETORIPARTN ERIEXECUTIVE ❑ NIA E.L.EACH ACCIDENT $ OFFICER/MEMBEREXCLUDED7 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ Ifyes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,maybe attached if more space is required) Carpentry CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town of Southold ACCORDANCE WITH THE POLICY PROVISIONS. PO BOX 1179 AUTHORIZED REPRESENTATI ff Southold,NY 11971 ��-,!/��ff ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD NYSI F New York State Insurance Fund 8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 11747-3129 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE N.v, AAAAAA 461966216 MCMANN PRICE AGENCY INC828 FRONT STREET PO BOX 2065 GREENPORT NY 11944 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER DAVE MURRAY CONSTRUCTION& TOWN OF SOUTHOLD DESIGN INC PO BOX 1179 449 MAIN ST APT 2 SOUTHOLD NY 11971 GREENPORT NY 11944 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12260245-2 497120 02/22/2021 TO 02/22/2022 5/5/2021 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2260 245-2, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. DAVID M MURRAY,PRIES OF DAVE MURRAY CONSTRUCTION DESIGN INC (ONE PERSON CORP) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. BY CAUSING THIS CERTIFICATE TO BE ISSUED TO THE CERTIFICATE HOLDER, THE POLICYHOLDER UNDERTAKES TO PROVIDE THE CERTIFICATE HOLDER 30 CALENDAR DAYS' NOTICE OF ANY CANCELLATION OF THE POLICY. NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:793292147 U-26.3 r_ //P^stewart TITLE June 11, 2021 Town of Southold 54375 NY Route 25 Southold, NY 11971 Re: ADVOCATE'S ABSTRACT, INC. Agent ID 322753 Title No.ADV-10236-5 Owner(s): John &Lorraine Heim Premises: 1000-098.00-03.00-010.000 Dear Sir or Madam: Please be advised that as of June 11, 2021,ADVOCATE'S ABSTRACT, INC. is a duly authorized agent of Stewart Title Insurance Company. As such, said Company can act fully on our behalf and in our stead and has the authority to prepare and issue Certificate and Report of Titles, omit title exceptions, collect title premiums and issue Title Insurance Policies and Endorsements thereto. Very truly yours, P�ayjne Plevrite� . Assistant Vice President& Operations Manager Cc: ADVOCATE'S ABSTRACT, INC. Stewart Title Insurance Company 60 East 42nd Street,Suite 1260 New York,NY 10165 (212)922-0050 main stewart.com/new-vork ADVOCATES ABSTRACT, INC. Issuing policies of /Vstewart Title No. ADV-10236-S SINGLE & SEPARATE SEARCH STATE OF NEW YORK) : ss.. COUNTY OF SUFFOLK) STEPHEN M. RICHARDSON,being duly sworn, deposes and says: That he is the President of Advocate's Abstract,Inc.,an Agent of Stewart Title Insurance Company, and has had a search made, under his direction, of the records and/or files of the County Clerk and Registrar of the County of Suffolk for the purpose of an application for a variance affecting the following premises: TAX MAP DESIGNATION: District: 1000 Section: 098.00 Block: 03.00 Lot: 010.000 That such search includes a chain of title as to the premises and all of the adjoining lots since prior to 7/15/1965 and such search shows, and he does certify that, according to the names listed herein as shown by the search of the public records, no contiguous property was owned by an owner of property involved since that date. That this affidavit is made to assist the TOWN OF SOUTHOLD to reach any determination which requires that said Board will rely upon the truth hereof. This Company's liability is limited to Twenty-Five Thousand and 00/100 ($25,000.00)Dollars for negligence only. No policy of insurance is to be issued hereunder. ADVOCATE'S ABSTRACT, INC., as Agent for Stewart Title Insurance Company BY: Stephen A Richardson, President Sworn to before me this 11 th day of June, 2021. n KAREN L.RICHARDSON NOTARY PUBLIC,State of New York OIR14837291 6302 Route 25A • Wading River, NY 11792 Qualified in Suffolk Countv Commission Expires3 631-929-6686 • 631-929-3708 fax Title No. ADV-10236-S SUBJECT PREMISES: 1000-098.00-03.00-010.000 Henry D. Horton Dated: 06/11/1962 a/k/a Harry D. Horton and Rec'd: 07/02/1962 Philip Goodsmith Horton, Jr. Liber: 5190 Page: 148 to (Premises and more) Nathaniel O. Abelson Map of Arrowhead Cove at Indian Neck Filed on June 20, 1963 as Map#3810. Nathaniel O. Abelson Dated: 07/26/1968 to Rec'd: 08/13/1968 George McAndrews and Liber: 6399 Page: 31 Mary Alice McAndrews, ux. George McAndrews and Dated: 09/27/2007 Mary Alice McAndrews, ux. Rec'd: 10/17/2007 to Liber: 12526 Page: 648 George McAndrews Continued..... ADVOCATE'S ABSTRACT, INC. BY: SJ STEPHEN M. RICHARDSON Sworn to before me this 11"day of June, 2021. '-j n �, KAREN L.RICHARDSON NOTARY PUBLIC,State of New York 01R14837291 Qualified In Suffolk County Commission Expires 3 Page 2 of 12 r , Continuation 1000-098.00-03.00-010.000 George McAndrews Dated: 06/05/2009 to Rec'd: 09/29/2009 MaryEllen Lively and Liber: 12601 Page: 422 Robert G. McAndrews, as Co-Trustees of the George P. McAndrews Irrevocable Trust dated 6/5/2009 Subject to a Life Estate for George McAndrews Maryellen Lively'and Dated: 09/04/2020 Robert G. McAndrews, as Co-Trustees of the Rec'd: 11/02/2020 George P. McAndrews Irrevocable Trust dated 6/5/2009 Liber: 13076 Page: 721 to John Heim and Loraine Heim (LAST DEED OF RECORD) ADVOCATE'S ABSTRACT, INC. BY: STEPHEN M. RICHARDSON Sworn to before me this 11`h day of June, 2021. KAREN L.RICHARDSON NOTARY PUBLIC,State of New York OIR14837291 Qualified in Suffolk Countv Commission Expires \ Page 3 of 12 Title No. ADV-10236-S PREMISES ADJOINING NORTH OF SUBJECT PREMISES: 1000-098.00-03.00-009.000 . Henry D. Horton Dated: 06/11/1962 a/k/a Harry D. Horton and Rec'd: 07/02/1962 Philip Goodsmith Horton, Jr. Liber: 5190 Page: 148 to (Premises and More) Nathaniel O. Abelson Map of Arrowhead Cove at Indian Neck Filed on June 20, 1963 as Map#3810. Nathaniel O. Abelson Dated: 07/15/1965 to Rec'd: 07/29/1965 Oscar T. Kappes Liber: 5790 Page: 39 Oscar T. Kappes Dated: 10/26/1965 to Rec'd: 10/29/1965 Marjorie H. Kappes Liber: 5849 Page: 320 Marjorie H. Kappes Dated: 01/22/1987 to Rec'd: 4/30/1987 Robert J. Backhaus and Liber: 10306 Page: 389 Elizabeth Backhaus, ux. (LAST DEED OF RECORD) ADVOCATE'S ABSTRACT, INC. BY: STEPHEN M. RICHARDSON Sworn to before me this I 1`h day of June, 2021. KAREN L.RICHARDSON Page 4 of 12 NOTARY PUBLIC,State of New York 01R14837291 Qualified in Suffolk County. Commission Expires Title No. ADV-10236-S PREMISES ADJOINING EAST OF SUBJECT PREMISES: 1000-098.00-03.00-025.001 Harvey E. Briell and Dated: 04/27/1946 Margaret Briell, ux. Rec'd: 05/09/1946 to Liber: 2561 Page: 586 Oscar T. Kappes and (Part of Premises Lot 27) Marjorie Kappes, ux. John F. Drews and Dated: 09/05/1951 Myrtle A. Drews, ux. Rec'd: 05/05/1952 to Liber: 3348 Page: 425 Oscar Kappes (Part of Premises Lot 29) Marjorie Kappes, as surviving tenant Dated: 10/02/1987 by the entirety Rec'd: 10/22/1987 to Liber: 10450 Page: 507 Barry Asness and (Filed Lots 27 &29 - Carol Asness Subject Premises) Barry Asness and Dated: 10/12/1987 Carol Asness, ux. Rec'd: 11/04/1987 to Liber: 10461 Page: 327 Carol Asness (Part of Premises - Filed Lot 29) Continued..... ADVOCATE'S ABSTRACT, INC. BY: STEPHEN M. RICHARDSON Sworn to before me this 11"day of June, 2021. Page 5 of 12 KAREN L.RICHARDSON NOTARY PUBLIC,State of New York 01R14837291 Qualified in Suffolk C unty Commission Expires 5` Continuation 1000-098.00-03.00-025.001 Barry Asness and Dated: 04/14/1997 Carol Asness, ux. (As to Filed Lot 27) Rec'd: 4/18/1997 Carol Asness (As to Filed Lot 29) Liber: 11826 Page: 178 to (Subject Premises) Martin M. Shea and Mari D. Shea, ux. Martin M. Shea and Dated: 11/26/1997 Mari D. Shea, ux. Rec'd: 12/30/1997 to Liber: 11870 Page: 366 Mari Shea (Subject Premises) (LAST DEED OF RECORD) ADVOCATE'S ABSTRACT, INC. BY: STEPHEN M. RICHARDSON Sworn to before me this 11 cn day of June, 2021. w KAREN L.RICHARDSON NOTARY PUBLIC,State of New York 01R14837291 Qualified in Suffolk Cu�nt]yO�! Commission Expires,— Page 6 of 12 Title No. ADV-10236-S PREMISES ADJOINING EAST OF SUBJECT PREMISES: 1000-098.00-03.00-023.000 Harvey Shields Dean Dated: 03/23/1973 to Rec'd: 03/28/1973 Harvey Shields Dean and Liber: 7368 Page: 418 Edith K. Dean, ux. Harvey Shields Dean died on 07/26/1982. Edith K. Dean, as surviving tenant Dated: 07/27/1983 by the entirety Rec'd: 08/01/1983 to Liber: 9397 Page: 575 Vincent J. Freda and Carol U. Freda, ux. Vincent J. Freda and Dated: 03/15/1993 Carol U. Freda, ux. Rec'd: 03/26/1993 to Liber: 11623 Page: 252 Francis J. Cashin and Grace Cashin, ux. (LAST DEED OF RECORD) ADVOCATE'S ABSTRACT, INC. BY: STEPHEN M. RICHARDSON Sworn to before me this 11`h day of June, 2021. KAREN L.RICHARDSON Page 7 of 12 NOTARY PUBLIC,State of New York OIR14837291 Qualified in Suffolk County Commission Expires 2 Title No. ADV-10236-S PREMISES ADJOINING EAST OF SUBJECT PREMISES: 1000-098.00-03.00-022.000 Clifford Holmes Webber Dated: 09/25/1948 a/k/a Clifford Holmes Weber and Rec'd: 09/28/1948 Hazel Emelyn Webber Liber: 2877 Page: 552 a/k/a Hazel Emelyn Weber to George Edward Schmidt and Ida Mildred Schmidt George E. Schmidt Dated: 10/13/1971 a/k/a George Edward Schmidt and Rec'd: 11/01/1971 Ida Mildred Schmidt Liber: 7038 Page: 79 to Austin F. Lawther and Virginia S. Lawther, ux. Austin F. Lawther and Dated: 04/20/1979 Virginia S. Lawther, ux. Rec'd: 05/04/1979 to Liber: 8621 Page: 134 Anthony J. Bonanno and Joan V. Bonanno No Proof of Death for Anthony J. Bonanno in Suffolk County. Continued..... ADVOCATE'S ABSTRACT, INC. BY: STEPHEN M. RICHARDSON Sworn'to before me this 11`h day of June, 2021. axe_ KAREN L.RICHARDSON Page 8 of 12 NOTARY PUBLIC,State of New York 01R14837291 Qualified in Suffolk C unty Commission Expires- a��k Continuation 1000-098.00-03.00-022.000 Thomas A. Bonanno, as Administrator of The Estate Dated: 08/16/2006 of Joan V.,Bonanno a/k/a Joan Virginia Bonanno Rec'd: 08/25/2006 to Liber: 12466 Page: 224 Thomas A. Bonanno, John Bonanno and Paul Bonanno, as tenants in common Paul A. Bonanno, as to a 1/3 interest Dated: 04/20/2009 to Rec'd: 12/23/2009 John P. Bonanno Liber: 12610 Page: 650 Thomas A. Bonanno and Dated: 07/16/2009 John P. Bonanno Rec'd: 12/23/2009 to Liber: 12610 Page: 649 John P. Bonanno and Patricia Bertin a/k/a Patricia Bonanno r Patricia Bertin Dated: 05/23/2016 a/k/a Patricia Bonanno Rec'd: 02/21/2017 to Liber: 12901 Page: 470 John Bonanno (LAST DEED OF RECORD) ADVOCATE'S ABSTRACT, INC. BY: STEPHEN M. RICHARDSON Sworn to before me this 11 th day of June, 2021. KAREN L.RICHARDSON NOTARY PUBLIC,State of New York 01R14837291 Qualified in SuffolkC*ountY Commission Expires Page 9 of 12 Title No. ADV-10236-S PREMISES ADJOINING SOUTH OF SUBJECT PREMISES: 1000-098.00-03.00-013.001 Henry D. Horton Dated: 06/11/1962 a/k/a Harry D. Horton and Rec'd: 07/02/1962 Philip Goodsmith Horton, Jr. Liber: 5190 Page: 148 to (Premises and More) . Nathaniel O. Abelson Map of Arrowhead Cove at Indian Neck Filed on June 20, 1963 as Map#3810. Nathaniel,O. Abelson died on 03/30/1999. Elaine N. Abelson, as Executrix under the Last Will Dated: 08/20/2001 and Testament of Nathaniel O. Abelson Rec'd: 09/27/2001 to Liber: 12144 Page: 146 W. Kenneth Smith and (Subject Premises) Nancy Smith, ux. W. Kenneth Smith and Dated: 02/27/2002 Nancy Smith Rec'd: 03/06/2002 to Liber: 12172 Page: 785 Lillian V. Mesloh No Proof of Death of Lillian V. Mesloh in Suffolk County. Continued..... ADVOCATE'S ABSTRACT, INC. BY: STEPHEN M. RICHARDSON Sworn to before me this 11 th day of June, 2021. KAREN L.RICHARDSON Page 10 of 12 NOTARY PUBLIC,State of New York 01R14837291 Qualified in Suffolk C unty Commission Expires 5 & p Continuation 1000-098.00-03.00-013.001 John C. Mesloh, as Executor of the Estate of Lillian V. Dated: 12/20/2006 Mesloh Rec'd: 01/29/2007 to Liber: 12489 Page: 643 John C. Mesloh John C. Mesloh Dated: 06/21/2016 to Rec'd: 07/26/2016 Francis Raia and Liber: 12872 Page: 771 Katherine Raia, ux. (LAST DEED OF RECORD) ADVOCATE'S ABSTRACT, INC. BY: STEPHEN M. RICHARDSON Sworn to before me this 11th day of June, 2021. KAREN L.RICHARDSON NOTARY PUBLIC,State of New York 01R14837291 i Qualified in Suffolk County Commission Expires Page 11 of 12 PREMISES ADJOINING WEST OF SUBJECT PREMISES 1000-098.00-02.00-027.000 ARROWHEAD LANE - PRIVATE LANE Henry D. Horton Dated: 06/11/1962 a/k/a Harry D. Horton and Rec'd: 07/02/1962 Philip Goodsmith Horton, Jr. Liber: 5190 Page: 148 to (Premises and More) Nathaniel O/Abelson Map of Arrowhead Cove at Indian Neck Filed on June 20, 1963 Map#3 810. Nathaniel O. Abelson Dated: 11/30/1998 to Rec'd: 01/13/1999 Arrowhead Cove at Indian Neck Liber: 11939-Page: 536 Property Owners Association (LAST DEED OF RECORD) Dated: June 11, 2021 ADVOCATE'S ABSTRACT, INC. BY: STEPHEN M. RICHARDSON Sworn to before me this 11`h day of June, 2021. KAREN L.RICHARDSON NOTARY PUBLIC,State of New York 01R14837291 Qualified in Suffolk C unty Commission Expires 3L Page 12 of 12 ADVOCATES ABSTRACT, INC. Issuing policies of ///`stewart Title No. ADV-10236-S SINGLE & SEPARATE SEARCH STATE OF NEW YORK) . ss.. COUNTY OF SUFFOLK) STEPHEN M. RICHARDSON,being duly sworn, deposes and says: That he is the President of Advocate's Abstract,Inc.,an Agent of Stewart Title Insurance Company, and has had a search made, under his direction, of the records and/or files of the County Clerk and Registrar of the County of Suffolk for the purpose of an application for a variance affecting the following premises: TAX MAP DESIGNATION: District: 1000 Section: 098.00 Block: 03.00 Lot: 010.000 That such search includes a chain of title as to the premises and all of the adjoining lots since prior to 7/15/1965 and such search shows, and he does certify that, according to the names listed herein as shown by the search of the public records, no contiguous property was owned by an owner of property involved since that date. That this affidavit is made to assist the TOWN OF SOUTHOLD to reach any determination which requires that said Board will rely upon the truth hereof. This Company's liability is limited to Twenty-Five Thousand and 00/100 ($25,000.00) Dollars for negligence only. No policy of insurance is to be issued hereunder. ADVOCATE'S ABSTRACT,INC., as Agent for Stewart Title Insurance Company BY: Stephen M. Richardson, President Sworn to before me this 11 th day of June, 2021. KAREN L.RICHARDSON NOTARY PUBLIC,State of New York 011314837291 6302 Route 25A • Wading River, NY 11792 Qualified in Suffoll�C�u_nty I 631-929-6686 • 631-929-3708 fax Commission Expire s `� --X Title No. ADV-10236-S SUBJECT PREMISES: 1000-098.00-03.00-010.000 Henry D. Horton Dated: 06/11/1962 a/k/a Harry D. Horton and Rec'd: 07/02/1962 Philip Goodsmith Horton, Jr. Liber: 5190 Page: 148 to (Premises and more) Nathaniel O. Abelson Map of Arrowhead Cove at Indian Neck Filed on June 20, 1963 as Map#3810. Nathaniel O. Abelson Dated: 07/26/1968 to Rec'd: 08/13/1968 George McAndrews and Liber: 6399 Page: 31 Mary Alice McAndrews, ux. George McAndrews and Dated: 09/27/2007 Mary Alice McAndrews, ux. Rec'd: 10/17/2007 to Liber: 12526 Page: 648 George McAndrews Continued..... ADVOCATE'S ABSTRACT, INC.- BY: NC:BY: STEPHEN M. RICHARDSON Sworn to before me this 11" day of June, 2021. KAREN L.RICHARDSON NOTARY PUBLIC,State of New York 01R14837291 Qualified In Suffolk ounty, Commission Expires Page 2 of 12 Continuation 1000-098.00-03.00-0 10.000 George McAndrews Dated: 06/05/2009 to Rec'd: 09/29/2009 MaryEllen Lively and Liber: 12601 Page: 422 Robert G. McAndrews, as Co-Trustees of the George P. McAndrews Irrevocable Trust dated 6/5/2009 Subject to a Life Estate for George McAndrews Maryellen Lively and Dated: 09/04/2020 Robert G. McAndrews, as Co-Trustees of the Rec'd: 11/02/2020 George P. McAndrews Irrevocable Trust dated 6/5/2009 Liber: 13076 Page: 721 to John Heim and Loraine Heim (LAST DEED OF RECORD) ADVOCATE'S ABSTRACT, INC. BY: STEPHEN M. RICHARDSON Sworn to before me this 11th day of June, 2021. KAREN L.RICHARDSON NOTARY PUBLIC,State of New York 01R14837291 Qualified in Suffolk C unty Commission Expires_ pa1 Page 3 of 12 Title No. ADV-10236-S PREMISES ADJOINING NORTH OF SUBJECT PREMISES: 1000-098.00-03.00-009.000 Henry D. Horton Dated: 06/11/1962 a/k/a Harry D. Horton and Rec'd: 07/02/1962 Philip Goodsmith Horton, Jr. Liber: 5190 Page: 148 to (Premises and More) Nathaniel O. Abelson Map of Arrowhead Cove at Indian Neck Filed on June 20, 1963 as Map #3810. Nathaniel O. Abelson Dated: 07/15/1965 to Rec'd: 07/29/1965 Oscar T. Kappes Liber: 5790 Page: 39 Oscar T. Kappes Dated: 10/26/1965 to Rec'd: 10/29/1965 Marjorie H. Kappes Liber: 5849 Page: 320 Marjorie H. Kappes Dated: 01/22/1987 to Rec'd: 4/30/1987 Robert J. Backhaus and Liber: 10306 Page: 389 Elizabeth Backhaus, ux. (LAST DEED OF RECORD) ADVOCATE'S ABSTRACT, INC. � � BY: �-- STEPHEN M. RICHARDSON Sworn to before me this 11th day of June, 2021. KAREN L.RICHARDSON Page 4 of 12 NOTARY PUBLIC,State of New York 01R14837291 Qualified In Suffolk County, Commission Expires � l� Title No. ADV-10236-S PREMISES ADJOINING EAST OF SUBJECT PREMISES: 1000-098.00-03.00-025.001 Harvey E. Briell and Dated: 04/27/1946 Margaret Briell, ux. Rec'd: 05/09/1946 to Liber: 2561 Page: 586 Oscar T. Kappes and (Part of Premises Lot 27) Marjorie Kappes, ux. John F. Drews and Dated: 09/05/1951 Myrtle A. Drews, ux. Rec'd: 05/05/1952 to Liber: 3348 Page: 425 Oscar Kappes (Part of Premises Lot 29) Marjorie Kappes, as surviving tenant Dated: 10/02/1987 by the entirety Rec'd: 10/22/1987 to Liber: 10450 Page: 507 Barry Asness and (Filed Lots 27 & 29 - Carol Asness . Subject Premises) Barry Asness and Dated: 10/12/1987 Carol Asness, ux. Rec'd: 11/04/1987 to Liber: 10461 Page: 327 Carol Asness (Part of Premises - Filed Lot 29) Continued..... ADVOCATE'S ABSTRACT, INC. BY: STEPHEN M. RICHARDSON Sworn to before me this 11`h day of June, 2021. KAREN L.RICHARDSON Page 5 of 12 NOTARY PUBLIC,State of New York 01R14837291 Qualified in Suffolk County. Commission Expires 5 C Continuation 1000-098-00-03.00-025.001- Barry 000-098.00-03.00-025.001Barry Asness and Dated: 04/14/1997 Carol Asness, ux. (As to Filed Lot 27) Rec'd: 4/18/1997 Carol Asness (As to Filed Lot 29) Liber: 11826 Page: 178 to (Subject Premises) Martin M. Shea and Mari D. Shea, ux. Martin M. Shea and Dated: 11/26/1997 Mari D. Shea, ux. Rec'd: 12/30/1997 to Liber: 11870 Page: 366 Mari Shea (Subject Premises) (LAST DEED OF RECORD) ADVOCATE'S ABSTRACT, INC. STEPHEN M. RICHARDSON Sworn to before me this 11`h day of June, 2021. KAREN L.RICHARDSON NOTARY PUBLIC,State of New York 01R14837291 Qualified in Suffolk C unty Commission ExpiresG`3 Page 6 of 12 Title No. ADV-10236-S PREMISES ADJOINING EAST OF SUBJECT PREMISES: 1000-098.00-03.00-023.000 Harvey Shields Dean Dated: 03/23/1973 to Rec'd: 03/28/1973 Harvey Shields Dean and Liber: 7368 Page: 418 Edith K. Dean, ux. Harvey Shields Dean died on 07/26/1982. Edith K. Dean, as surviving tenant Dated: 07/27/1983 by the entirety Rec'd: 08/01/1983 to Liber: 9397 Page: 575 Vincent J. Freda and Carol U. Freda, ux. Vincent J. Freda and Dated: 03/15/1993 Carol U. Freda, ux. Rec'd: 03/26/1993 to Liber: 11623 Page: 252 Francis J. Cashin and Grace Cashin, ux. (LAST DEED OF RECORD) ADVOCATE'S ABSTRACT, INC. BY: STEPHEN M. RICHARDSON Sworn to before me this 11" day of June, 2021. KAREN L.RICHARDSON Page 7 Of 12 NOTARY PUBLIC,State of New York 01R14837291 Qualified in Suffolk C unty Commission Expires Title No. ADV-10236-S PREMISES ADJOINING EAST OF SUBJECT PREMISES: 1000-098.00-03.00-022.000 Clifford Holmes Webber Dated: 09/25/1948 a/k/a Clifford Holmes Weber and Rec'd: 09/28/1948 Hazel Emelyn Webber Liber: 2877 Page: 552 a/k/a Hazel Emelyn Weber to George Edward Schmidt and Ida Mildred Schmidt George E. Schmidt Dated: 10/13/1971 a/k/a George Edward Schmidt and Rec'd: 11/01/1971 Ida Mildred Schmidt Liber: 7038 Page: 79 to Austin F. Lawther and Virginia S. Lawther, ux. Austin F. Lawther and Dated: 04/20/1979 Virginia S. Lawther, ux. Rec'd. 05/04/1979 to Liber: 8621 Page: 134 Anthony J. Bonanno and Joan V. Bonanno No Proof of Death for Anthony J. Bonanno in Suffolk County. Continued..... ADVOCATE'S ABSTRACT, INC. BY: STEPHEN M. RICHARDSON Sworn to before me this 11" day of June, 2021. KAREN L.RICHARDSON Page 8 of 12 NOTARY PUBLIC,State of New York 01R14837291 Qualified in Suffolk C unty Commission Expires a Continuation 1000-098.00-03.00-022.000 Thomas A. Bonanno, as Administrator of The Estate Dated: 08/16/2006 of Joan V. Bonanno a/k/a Joan Virginia Bonanno Rec'd: 08/25/2006 to Liber: 12466 Page: 224 Thomas A. Bonanno, John Bonanno and Paul Bonanno, as tenants in common Paul A. Bonanno, as to a 1/3 interest Dated: 04/20/2009 to Rec'd: 12/23/2009 John P. Bonanno Liber: 12610 Page: 650 Thomas A. Bonanno and Dated: 07/16/2009 John P. Bonanno Rec'd: 12/23/2009 to Liber: 12610 Page: 649 John P. Bonanno and Patricia Bertin a/k/a Patricia Bonanno Patricia Bertin Dated: 05/23/2016 a/k/a Patricia Bonanno Rec'd: 02/21/2017 to Liber: 12901 Page: 470 John Bonanno (LAST DEED OF RECORD) ADVOCATE'S ABSTRACT, INC. BY: STEPHEN M. RICHARDSON Sworn to before me this 11 to day of June, 2021. KAREN L.RICHARDSON NOTARY PUBLIC,State of New York 01R14837291 Qualified in Suffolk County Commission Expires Page 9 of 12 Title No. ADV-10236-S PREMISES ADJOINING SOUTH OF SUBJECT PREMISES: 1000-098.00-03.00-013.001 Henry D. Horton Dated: 06/11/1962 a/k/a Harry D. Horton and Rec'd: 07/02/1962 Philip Goodsmith Horton, Jr. Liber: 5190 Page: 148 to (Premises and More) Nathaniel O. Abelson Map of Arrowhead Cove at Indian Neck Filed on June 20, 1963 as Map #3810. Nathaniel O. Abelson died on 03/30/1999. Elaine N. Abelson, as Executrix under the Last Will Dated: 08/20/2001 and Testament of Nathaniel O. Abelson Rec'd: 09/27/2001 to Liber: 12144 Page: 146 W. Kenneth Smith and (Subject Premises) Nancy Smith, ux. W. Kenneth Smith and Dated: 02/27/2002 Nancy Smith Rec'd: 03/06/2002 to Liber: 12172 Page: 785 Lillian V. Mesloh No Proof of Death of Lillian V. Mesloh in Suffolk County. Continued..... ADVOCATE'S ABSTRACT, INC. BY: STEPHEN M. RICHARDSON _ Sworn to before me this 11`h day of June, 2021. KAREN L.RICHARDSON Page 10 of 12 NOTARY PUBLIC,State of New York 01R14837291 Qualified in Suffolk County Commission Expires S1 1 1 � Continuation 1000-098.00-03.00-013.001 John C. Mesloh, as Executor of the Estate of Lillian V. Dated: 12/20/2006 Mesloh Rec'd: 01/29/2007 to Liber: 12489 Page: 643 John C. Mesloh John C. Mesloh Dated: 06/21/2016 to Rec'd: 07/26/2016 Francis Raia and Liber: 12872 Page: 771 Katherine Raia, ux. (LAST DEED OF RECORD) ADVOCATE'S ABSTRACT, INC. C BY: �- STEPHEN M. RICHARDSON Sworn to before me this 11" day of June, 2 02 1. KAREN L.RICHARDSON NOTARY PUBLIC,State of New York 01R14837291 Qualified in Suffolk County Commission Expires 4 ]- Page 11 of 12 PREMISES ADJOINING WEST OF SUBJECT PREMISES 1000-098.00-02.00-027.000 ARROWHEAD LANE - PRIVATE LANE Henry D. Horton Dated: 06/11/1962 a/k/a Harry D. Horton and Rec'd: 07/02/1962 Philip Goodsmith Horton, Jr. Liber: 5190 Page: 148 to (Premises and More) Nathaniel O/Abelson Map of Arrowhead Cove at Indian Neck Filed on June 20, 1963 Map#3810. Nathaniel O. Abelson Dated: 11/30/1998 to Rec'd: 01/13/1999 Arrowhead Cove at Indian Neck Liber: 11939 Page: 536 Property Owners Association (LAST DEED OF RECORD) Dated: June 11, 2021 ADVOCATE'S ABSTRACT, INC. BY: STEPHEN M. RICHARDSON Sworn to before me this 11th day of June, 2021. A KAREN L.RICHARDSON NOTARY PUBLIC,state of New York OIR14837291 Qualified in Suffolk Co my Commission Expires Page 12 of 12 t MURRAY { DESIGN & BUILD I i i 241-011 1 4'-6" i _.- -- ---- 3 -6" 6" V-311 3'-0" 3'-0" ?'-3" 3'-q'° 3'-0" 3'-O" f 3'-q" 5-01' 3'-O 5'-3" Murray Design & Build -- - ---' 449 Main Street Greenport, N.Y. 11944 631.477.0075 I i ! murraydeignbuild.com Design - Build - Restore I E _ i MAY 16 Vi de�iw O j _ oors%p 01 o This plan is the r I property of Murray I Design &Build and 2'-a•x s'- "�'-a"x s'-�' q'- "+/1 WALL 2'-s•x 5-2"V-5"z 5'--1 .2'- jq'-O"+/- INALL { _�_: _==: _ _ -: may not used or - _ reproduE ed without written consent. 1 :21-011 5'_9" Q r - - BUNK Ki� 5PRIM #3 5DRIM, # 2PLAN, _ AMENDMENT TO VAULT UP TO 10'-0" CelLiNG „ UP TO 10-O CEILING t3`i �oKMEKLY uN1=iNisHE� FFTTIG 8'-O"+/- WALL t VAULT TO 10'-0"CEILING 4 ':L-0"+/- - 2'-q" ` `� = 1 3'-Q° � 6,_b„ ._._ , :�. f'-Oµ__.� -_ _ 1��„ /� 2r,6„ - 1 6'-q•, P05T ABOVE 6'-O"+/- WALL -O +/- WALL TO RIDG qh L4 POST A OVE aia �i2 m p 1 r` ,TO RIDG _ry�. - ._.-._ .-_ ,f (31 1i 'x "LVL! i UNCONDITIONED i' mUj iSl > 2vw x 6'-& '-8`x 6'=6" _ 2�B' b'- 1 . .: - -- STOP ACgF- r aTUDlO ; v - ` in > o _ _. _ _._._ _. -- -_-- -- _ .____ _ _ ___ POST ABOVE I _ _ P05T ABOVE I P05T ABOVE x ' ± - + 10'-0"CEILING - i - _ - p VAULT UP TO 1 O'-O"CEILING TO RIDGE _ _i �: TO RIDGE _i .o TO RIDGE i u� ua 24-0 _' 4- - --4 1 1 -4 1.3 -5_ 41 -1 5 - 16'-q" 3�4" iiz„ P05T TO- OUNDATION } 4-1 ty u� , �-P05T ABOVE f P TO FOU ATO (3) 1 x '7 LVL r- -- _ TO RIDGE _-_L7N L (3) 1 si4" x -71/2" LVL 2=5"x 6'-8'" _2 a°x b'-e Z —POST TO FOUNDATION ul - 7 sem, # 3rkx,6o � +`"- ''yam /` r•+ ^ i � i ,< !i?13 �BABE� ti1 6'-0"+/- WALL A , BELOYNlu LU p i d .0 8'-O"+/- WALL 8`-0"+/- WALL r'•— n ,� ' 5'-0"+/- WALL -�' g'- . --- --, r tri , r tri e 2'-s`2'-5"x -8` 4, ;b STORAGE/ �# _ _ Date i �- a 3 4 : 1 '-O"+/- WALL 4 _ �i}"' 4 A OVE MAIN LEVEL F1 OOR LEVEL ry ° 3/ 15/2021 ; r 14_O +/- WALL Revisi b� 417 ABOVE MAik LEVEL FLOOR LE\ IEL ! S E - 684 54-off 51-060 51-ON - I � UFFER LEVEL FLAN � 1 5'-q„ 4 _ ___ --- 1 _O" --- - ---_ - -- 24'-O" ' 45'-O° - 1 6'-6" �,.,30ALE: 1 /'Q " 1 —0" Sheet Title . - 1553 5F }-STD. i E Upper Level. ; Sheet No. i4 F 5 j p w SECTIO"'J: 9S PLOD LOT(S): TYPICAI. D_RYWFLL CROSS SECTION CEDAR SHINGLE ROOF A „�S.C.T.Ni. NO. C'ISTRICT: DODO (S): IO (CONC. PRECAST COMPONENTS) Z. 6•SLAB FCR NON TRAFFIC BEARING 8"SLAB FOR TRAFFIC BEARINGAp' `\ `q x '• •,. :.•;"'" '••"•"^-' NFAtn DI), SHED ROOF 0 3:12 PITCH �,� , 1 '`�:� ��=•.:�__ 3 w_�"�''.„�,f APF Vs.4INLET FIPf CASI IRON.•RADE 4N0 APPROVED OUTLET PIPE uIN.,"DIA, �-'covrR TO GRADE o EWIN.4" RINcs 10:1 2 PITCH (ICE 8 WATER UNDER 5HIN6LE) 4 ` WIN. O CIA. PITCHED 1/8"/7' 1/8'/1' TYPICAL OUT .-.___ -..._. "_..._.._..___ Cil ❑ ❑ ❑ !_, `_ SLATE OR -- STOPPE.-R ENG ( _�_......._... HARDIE BOARD k` M U R R""' XY SUITABLE COVER � � HARDIE$OARD u OR 4 BATTEN SIDING 1 O BUILD , r -- L d' 4 BATTEN 51DING ' :1 2 PITCH- u DESIGN l.F d I Y � 3 1/2"WINDOW,,. HARDIE APPLIED --� ------- TZ TRIM FALSE SILL METAL SHED ROOF a 4:12 PITCH 30' ELBOW ------ - 60° WYE 3' MIN. .4. _. ._....._.___ COLLAR -... -_ .._ .._..._..._..._......_ 1` ^� BACK FILL MATERIAL TO BE x .... IL CLEAN SAND AND GRAVEL _. FLOW ri 4 � urraDesi n & BuildM „ a 4 � __ n -HARDIE BOARD C) w e 4 BATTEN 51DIN6- iol� is 449 Alain Street a Q HARDIE BOARD 4 BATTEN 51DING _ _-_ __ Greenport, N.Y. 11.944 A DWELLING - k_6An RISE........._ - 63 .4'%7°00705? W/PUBLIC WATER I s Ae - STEPS DOWN111t1rra ' E'.S1.TI1�3112It .Cf)Ttl 135' STUCCO 1 x6 WOOD SLATS WOOD DECK TO GRADE // STUCCO- -6x6 WRAPPED COLUMN �- L07 9 (FINISH DIMENSION 8x8) - --- - - III FRONT ELEVATION � Desi « Build restore 125'174,7ANT 0' SCALE: 114"- V-O" -- Generated by REScheck-Web Software EL 22.1 con Compliance C rti lc to N 78°11'30" E o I EL 2 00 PROPOSED LIMIT ° APPROVED AS NOTED DRY WELL OF DISTURBANCE t - 16.3' ... Project Heim Residence 7 DRY�I 8'D!Ax7'DE CP WELL, EL(22.5) / -,/�- z DA E: B.P.# I GL 20.4 EL{22.5) i i � t Energy Code: 201$IECC 1 CONCRETF WASH.OUT AkEA 24.0' '1_1/ FEcJ r66 Bv; - "--GEDAR SHINGLE ROOF---�., Location: Pecanic,New York 1N aED of PROPOSED DRIVEWAY. HARDIE BOARD Construction Type: Single-family on PPOPOSFD SOIL �c w GARAGE tti"OOI' STOCK PILE ARCA NO IFY BUILDING DEPARTMENT AT 8 BATTEN Sip!NG Project Type: New Construction 6 OF 21 0 6T�x5' 7651802 8 AM TO 4 PM FOR THE 5HELJ ROOF 0 3:12 PITCH 1 2 -? % Conditioned Floor Area: 3,798 ft2 r o PROPOSED - _ / Glazing A This plan is the `STaGI'1G aRea r (ISE 4 WATER UNDER 5HIN6LE) 3 r / 1 2 i 9 Tea 13% STA cG AREA FO OWING INSPECTIJNS: 1 2 Climate Zone: 4 (5572 HDD} z o -- MAT' OF -- 3 1 O permit Date: property of Murray ENTRANCE � 4 D. 7.0'N _.-- ,7.4 1. FOUNDATION - TWO REQUIRED � � -i p p �' y "'4.0' / INDIAN NECK PARK �...._ .. . .. ..... _......... ........_...... _ HARDIE BOARD Permit Number: R POURED CONCRETE / / -"4 BATTEN SIDING Design & Build and _ - _PROP. ,• WATER LINE o �<A No 551 2, OUCH - FRAMING €< l -,-. g PLUMBING I -__-_.__-_- _-__-_ - -_ Construction Site: Owner/Agent: Designer/Contractor: may not UE' used or PROPOFSED a.0' cym o LOT 10 DWELLINGS kh HARDIE BOARD 1?. % 1495 Arrowhead Lane ' - - -- --- 3. I SULATION s tyi - /,- t John Condon z U.G. UTILITIES 2 STY FRIM. / W/PUBLIC WATER U1, 4 BATTEN 51DiNC7 1 s - _._._..._.._..........................._...._....d_ Peconic.NY 11958 reproduced ( �1 i/ Condon Engineering `00 DWELLING / _ Q r l 171:- t�' C' , ` ; -T g 9 without 0o a q BEDROOMS 150' 4. NAL CONN a 4' 6x6 WRAPPED COLUMN i a 1755 SIGSBEE RD .:I MUST ry_; - I l O o i,r`n ci w 'zI '�/ MATTFIUCK,NY 11952-3361 zmi FFL,24,5) 6 COMPLETE F'. I• (FINISH DIMENSION 8x8) d: \ 6312981986 written consent. DWELLINGS I - EL 21,4 n \P A� Qi W/PUBLIC WATER ti J p 44.0' �x,m'> ALL CONSTRUCTI'3N )HALL MEET THE �, �� 2 'r2 j /� j ' condanengCoptonfine.net 150' - b.o' \�Z o RE UIREMENTS OF I i 4 "' ,. - =m. THE CODES OF NEVA �I STATE --- - '0 p RESPONSIBLE FOR (- ° ' � , 8 M, NOT ----- r- � ,x .. � �,� _�\>°��"\...,u.2.a..... ..�. .�L ..,.,._. .:�..�,.\�.,�. _ \....,�,. � i - � a\V�\\ - �»`L's �� aZ��`��a•:.N,�u�•c>......�.:..:.:as.�'�: a�\�a S-T, 7.5 4.0' 12.0 .... -- - x, ------------- 4Y1, Crnrpt,arlce 1.2%Better Than Code Maximum UA:"599 our UA:•592\ \\4•Maxlnium SN6C: 0.40 Your SHGC• 0.40 DUAN m tv DES GN OR CONSTRUCTION ERRORS. T --- __ 2 t/=' HARDIE BA .. -.... ........--------._._....., o.Code trade fMI_ J - I I "'" the 'enter or wcnerhan Cnde Index retlo<ts Iww rtcsa to,,°rnpliance the House Is Dssad U D It DOES MOr proVlde an estimate of energy use,0'cost motive to a Mlntfnunt-<ode ham;,, m - z SCREEN _.... u1 ._..._. .y. W m I 23.5 -� ti `I PORCH �; Envelop Senlb u, I ry: I -- �- 0' (22.0) Q ri v cv, u u' e �lS {� S BEDROOM SYS. Q -i s• _ PRY WELL EL(22 ) EL I 4! U' .>y_. _. M _ _ j _ It 1.500 cat. s.r. s D n,D E> EL. 21 0 a �-+ (2)8'DIAx8'DEEP L.P. ^1ft g 3 ; I HARDIE BOARD i O; f mac':w t 3 a ? t aT 4 BATTEN 510IN6 - -_... Ceiling:Flat Ceiling Or Scissor Truss 2,381n49.0 010 0.026 \ 62 0 177'22 ELEV. 21.4177-1- -_- -_-.__ I Wall 1:Wood Frame.16"oxc 1.366 20.0 0.0 0.059 74 r- - e, t• _.., SLAB AARBA6E,,,,,,,yx„ Door 1-Glass Door(aver S i EL 21.5 DR BROWN - ------ - sFtGc o.40 0%glazing) 24 o3zo a i CL 19.9 o1113oil W DWELLING LOT 11 I OL 1.2' '' - TO STEPS STEPS DOWN STUCCO `' \ SANDY LOAM To GRADE TO GRADE -- 1 xb WOOp SLATS 6 0.310 2 S 78 W/PUBLIC WATER COMPLY WITH ALL CODES OF r WOOD DECK Window . 0 Frame '�, SHGC:0.40 � • t50 I NEW YORK STATE & TOWN CODES LEFT ELEVATION 6x6 WRAPPED COLUMN ) Window 2:Wood Frame 6 0.310 2 VACANT I BROWN _ (FINISH pIMEN510N 8x8) SHGC,0.40 255' cn � SM LOAMY SAND 1.5 - i AS REQUIRED AND CONDITIONS OF SCALE-E-. 1/4"= V-O" Window 3.Wood Frame 6 0.310 2 _ SHGC.0.40 Window 4:Wood Frame 6 C310 2 V , V PALE SHGC:0.40 ,,fr yry-TT R 7µr�� LANE T SCR EN secnoN BROWN Window 5:Woad Frame 6 C�l i�t 111E 1JCl�y GEOTEYTILE FABRIC MEDIUM I I I I I,1^ ARD SHGC:0.40 a•3 i0 2 LU LU LN SUPPORT PeasSP SAND Window 6:Wood Frame 12 0.310 4 WOOD OR METAL & SOUTHOLD TOWN TRUSTEES g11tiI1 w Hd C:0.4 so'MIv. rLoty DIRECTfoN GRAVEL 91 e.,,,, jc�r li �j in ow wood Frame 12 0.310 4 ' DRAINAGE CALMATiONS: t ^ E3UT SUFFICIENT TO KEEP- replaced or SHGC:0A0 SEDIMENT ON SITE EXCAVATED TC AND 14.3' i. lied,reply S aackFfLLFD TRENCM insta Window 8:Wood Frame 12 0.310 4 A) DWE;L'NC W/COVERED PORCH=32'7 SQTT. HAY BAIL AND/OR aired sha11 confonr- SHGC:0.40 rl� 3217 x C i66-534cr REQUIRED �__, SILT FENCING _•I>NC GROUND repaired Wood Frame0 (2) &'DIA x 7' DEEP DRYWELL=6T9cf PROVIDES - - ;j - _ e to Chapter 172 1 11--1I I_I1-1I1 =I INTI `Y Window 9:Wo 8 0.310 2 i•i-i w - T-frr B) DRIVEWAY=1916 SO FT. =i-_! III-11P ode Window Frame 8 1970 x 0.166= 313cf w -III-III=III-III=I11 III= III- II I_I�{I'I'.IIL!I II'r n C ` - E- --- of the T a.310 z (1) 8'D!A x 8' DEEP DRYWELL= 3540 PROVIDED n I� SHGC:0.40 o� ^� > n C C ,• Window 11:Wood Frame G _ y ! Li 7Mwnau EunwllHwsu rw SHGC:0,40 4 NO WATER OCCUPANCY OR T°FM 6 0.310 2 C /4� /t T ! Wall 2:Wood Frame,16"ox. 869 20.0 0.0 0.059 47 // e 17' USE I S UNLAWFUL rW N i„�,R„, Door 3:Solid Door(under 50%glazing) 20 0.320 6 ZONED R ' 40 e OCT. 14, 2020 C> wniE"Tx•Irt N nelE rvv,�;-- `--„ = `-•,.,, Door 2:Glass Door(over Shc°glazing) ^TON CONFORMING LOT �/ K, WOYCHUK LS -r-�- RRI Rn 0 CONSTRUCTION ENTRANCE - FOUNDATION OF COMPACTED i/ 20 0.320 6 WITHOUT CERTIFIu , i , wTM,:frr'EI�rSHGC: 11: FRONT YARD: 40 MIN 3 4" S70NF_ P,LFNi-1 OR N Y. STATE G.0-T aPPPOVFO R C.A. ` Window 11:Wood Frame Ln r THF_ W,4 TER SUPPLY, WEE.L S, DR YWE L L S AND CESSPOOL � 14 0.310 4 SIDE YARD: 15 MIN' 35' TOTAL. I ILL To 18" (Min) ABOVE EMSIING GRADE FOR DRAINAGE. - SHGC:0.40 REAR YARD: 50' MIN ( ) LOCATIONS SHOi4;N AREnFROM FIELD OBSERVAT,`ON'S OF OCCUPANCY 12 0.310 4 ' Window 12:Wood Frame A.ND OR DATA OBTAINED FROM OTHERS. NAVD8t3-------------------- i sF+r°c:o.aa AREA: 22,165.84 Sq. Fe6:t or 0.51 ACRES REVISED 03-14-21 ELEVATION DATLIM: _ vJ Window 13:wood Frame 12 0.310 a BATHROOM#1 POWDER ROOM SHGC:0.40 UNAUTHORIZED ALTERATION OR ADD!7'/0N TO THIS SURVEY IS A WOL4TION Of' SECTION 7209 OF THE NEb4` YORK STATE EDL7CA7fON 1_A W. COTES Of THIS SURVEY lu JU /, r r c r n r o y S htiD,CA r_D fr, REO,N Sf,ALf. RLN Waif 3:Wood Frame,ver16" 0 1.366 20.0 0.0 0.059 60 MAP NOT BEAR1fvG r,fE !_AND SURLr..YO.R;S FME,)SSE1J SEAL SHALL H.0. BE CO.NS(DERED TO B.. A VALID TRU.:. CC, GUARANTEE-. Tr Door 4:Glass Door(over 50%glazing) 52 0.320 27 ONLY TO THE PERSON FOR WHv^M THE SUR''✓EY /S PREPARED AND ON HIS BEHALF TO THE 777-LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS7I7UTiON B10v.Idoor Door lay � r- � LISTED HEREON, AND TO TL-IF_ ASSIGNEES OF THE LENDING INSTiTUTiON, GUARANTEES ARE NOT TRANSFFRAB-LE.. r pl �u Door 5:Glass Door(over 50°h glazing) 52 0.3x0 17 SHGC:0.40 THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIF;C PUr?POSE AND USE rH,F,REFORE THEY ARF RTA1{U STORM WATT RUNOFF and et@1C�YtOrIC r"r' 1 P' Door 6 Glass Door(over 50',6 glazing) sz NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION Or'- FENCES, ADDITIONAL STRUCTURES CR AND OTHER MVPROVEPr,'EN'TS. EASEMENTS Q O CHAPTER 236 • required* ' �- ro.�� SHGC:a.4o Wood Frame 0.37.0 27 -� + r r v ! 1 T I THE PREMISES C T, a C v PURSUANT testing req `, ; ... Window 14:V,t 14 0.310 4 AND/OR SUBSURFACE STRUFYURES RECORDED OR UNRECORDED ARE NOT GUARANTEED ON'ESS PH,SiCALL�' EV,DEN, OP. If.t r'REM,I�ES AT THE Test Or SURD __ _m..'.__ -I II HGC:0.40 OF THE TOWN CODE. j Window 16:Wood Frame Date, 14 0.310 4 SHGC:0.40 SURVEY OF: LOT 10 CERTIFIED TO: JOHN HEIM; LOR.AINE HEIM; Window 17:Wood Frame 14 0310 4 ADVOCATES ES ABSIRAC T, INC.; SHGC:0.40 Window 18:Wood rrame 14 0.310 4 MAP OF:A R R O JVH E A.D COV_ BATHROOM#2 KITCHEN BATHROOM#3 SHGC:0.40 p FILED: JUNE 20, 1963 No. 3810 Window 19:Wood Frame 14 0.310 4 / 1 + /�O2 1 EC ONIC .................. _._... _---._____ ____..__.._.__._...._-...__.___.......__..._._..... Fire separation mmrrtproide Manuals � SHGC:0.40 SITUA'IED AT: n u 1 `+ w" _...._..r+n,n_- lls42 Window 20:Wood Frame 6 0.310 2 TOWN oF:SOUTHOLD T re u p := .. 3Irr ,;;; SHGC:0A0 KENi�ETH I�'1 ��_OYCHLTK LA1�D StJRVFYINC PLLC q fired as per D 1 e S as per " _ 1r' ix. Window 21:Wood Frame 6 0.320 2 _ 7, T �`I Window l!I TI SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design 11\jY5 Code 1�SYS El�:rgy C©dr'. I F ` . ,� ndotrozz:woodFrame 6 0.310 2 T.. ` _ ., _.. .��..__... ._.._..._.. _ SHGC.0.40 - __....._._._.._._.'... - 12 0,320 4 Revisions P.O. Box 153 Aquebogue, New York 11931 - ---I--__ "--- '`- --- PHONE (431)298-1588 FAX (631) 298-1588 41 Window 23:Wood Frame _...---- -- - -------_......_ SHGC:0.40 FILE # 220--87 SCALE:1"-30' DATE:AUG. 20, 2020 N. Y,S. LISC. NO. 0508..2 maintaining the records of Robert J. Hennessy & Kenneth M. WoychSHGC:Window 24:Wood Frame 12 0.310 4 SHGC:0.4D Window 15:Wood Frame 14 0,310 4 PLUM SER CERTIFICATION SHGC:0.40 ON LEAD CONTENT BEFORE PLUMBING-r K�SEK PIAOKAM Window 12:Wood Frame 6 0,310 2 SHGC:0.40 CERTIFICATE OF OCCUPANG Y Window 25:Wood Frame 12 0.310 4 w E IxnN IRT,woxK io coRrr,rsM SHGC:0.40 , sTw"n�p' 'M' Window 26:Wood Frame 12 0.310 4 a ou niM`T rrrlu,N ANulorx SOLDER USED IN WATER r - SHGC:0.40 SUPPLY SYSTEM CANNOT " Wood Frame 12 0310 4 __...... ............ __.........._ �,�;J° Window 27: ...... Eu r&w sePrc sysrM SHGC:0.40 EXCEED 2110 OF 1% LEAD, Window 28:Wood Frame 12 0.310 4 SHGC:0.40 Q0:NOT PROCEED WITH ERAI�'lll'IG UNTIL SURVEY. Window 24:Wood frame 12 0.3x.0 4 ° t SHGC:0.40 ghee C' - Ix Wall 4:Wood Frame,16"ox. 869 20.0 0.0 0.059 48 Of FOUNDATiON LOCATION LU[ H�;S BEE- APPROVED. Door 7:Glass Door(over SO%glazing) 24 1N_G- SHGC:0.4a o3za a P;LL PLUI1'BING WAS fE Window 30:Wood Frame 11 SHGC:0.40 0.310 3 &WATER LING NEED Window 31:Wood Frame TESTI,,G BEFOi`t CC IVE�ii^'1a SHGC:0.40 11 0.310 3 -�__ "�• `. Window 32:Wood Frame 12 0.310 4 ` a SHGC:0.40 k r Floor:AlkWood joist/Truss 2,381 19.0 0.0 0 047 112 FFSSIO�P /1��C� +�� Compliance Statement The proposed building design described here is consistent with the building plans,specifications,and other + calculations submitted with the permit application.The proposod building has been designed to meet the 2018 IECC requirements in REScheck Version;REScheck-Web and to comply with t maandatory requirements listed in the REScheck Inspection Checkist. ' Sheet o aTPnLACAnDIN33 R':nU1R'-D ((( � Name-a L Date • j CEDAR SHINGLE ROOF SHED ROOF @ 3: 12 PITCH 10: 12 PITCH (ICE WATER UNDER SHINGLE) ..; a = 12 ` mm , 10: 12 PITCH 1 2� .,' i V€ MURRAY i DE SIGN BUILD i � HARDIE �E___.__...._..............: _ atttt: a., ry HAR DIE B 0ARD BOARD i -� of � BATTEN SIDING �, 10: 12 PITCH < BATTEN SIDING jj{{jj{{? t t E €!{ j s - 3 1 /2" WINDOW HARDIE APPLIED -METAL SHED ROOF 4: 1 2 PITCH - --- Murray Design & Build TRIM FALSE SILL -� Main Street 449! tK I Greenpo 631-477-0075 _€ ! i v ................... : t �nurr �. �.n ,.... ...... 1� ..�}} ((yyyy �^ {dry( (77 (�(�{�y [k.�ti )��S2I.� `�\.a�0..V t[! ,E t �� R € D E � eti� -�. B t u xl d Restoreii .. ... .._. ...<. .. ... .... .....__... t........... •x a ,. ....... I { ....... ........ ......._......_........................._..e. 1 E i t , i: .: a :4 i is •E i; , lL I: D' 3. V 7 f � w ff t c i t . V 144 € I IX t ii : i , e i E € .. ... .................. , ff j: t E I _.. E tt ! €: ! E ; E ! HARDIE BOARD BATTEN SIDING ! - t .............. i € i 33 jj i ' .Ir O = 0A HARDIE B RD t � BATTEN 5 DING I : J ! e � 37jj � t i t GARAGE This plan is the F SLAB ` ro ert�_-_ �-- STEPS DOWN � p P Y of Murray ,- STUCCO 1 x6 WOOD SLATS--' _,WOOD DECK TO GRAPE (-___-6x6 WRAPPED COLUMN STUCCO Design & Build and (FINISH DIMENSION 8x8) may not be used orreproduced without FRONT ELEVATION written consent. SCALE: 1 /4" = V-G" l. ) to T z —t ,,,.___.�-,CEDAR SHINGLE ROOF i HARDIE BOARD JU L 6 BATTEN 51DING SHED ROOF @ 3: 12 PITCH 12 z K V (ICE WATER UNDER SHINGLE) 3 12 0 HARDIE BOARD A, • 1 BATTEN 51DINGlu . HARDIE BOARD i ........ .......... ... ...... .. . ....... LU BATTEN SIDING 1 0 -- �! p 6x6 WRAPPED COLUMN — w < _ (FINISH PIMEN51ON 8x8) ; pJU r w — 12 1 2 3 12 .... ... ............ : . ... ... IN Date 1/2 HARDIE BAND .. , \; \ _ 3/ 1 /2021 i t L11 , , _ SCREEN �� . .�' Q , I -j p€ GH i PDR IU \ d E e re Ju s. i Y 0 C � e r e Yn Vt i - O ............. _ .ti. a Q Uj HARDIE BOARD t,° op� BATTEN ..IDING -�..� .` �-- �p^�� gym• �tkGARAGE y 4c \ f' SLAB ., �O -..s ,<^ STEPS DOWN STEPS DOWN -- STUCCO -- y �. r WOOD DECK 1 x6 WOOD SLATS TO GRADE TO GRADE feet Title LEFT E LEVATION 6x6WRAPPED COLUMN -- --- (FINISH DIMENSION 8x8) FrDn Left SCALE: 1 /4" = 1 '-o'° Elevation Sheet leo. 1 OF CEDAR SHINGLE ROOF ---- SHED ROOF @ 5: 12 PITCH SHED ROOF @ 5: 12 PITCH (ICE NATER UNDER SHINGLE) 1 O: 1 2 PITCH - ;r 10: 12 PITCH �.�•-''� (ICE � WATER UNDER SHINGLE)._... .— __._-_ .__ i .. ? .. .. .. ... .... ._. .. ..... ... ;,. :i }is : ..._ ...... ......._ .... ...... ..; ', � ._ ..... ... '.:.•I MURRAY f ' 3 i � { E�I �._..._'_..._.........^.„..„..........t...:.............:...-.-..__”._^_-.iI. I..�,..._,.Y... �—.....__.........__.... ^-jlii{ _�........�..�.EI ! lu .� DESIGN HARDIE BOARD y . BATTEN SIDING, {: .................. .__. j E ...... ... __i;; Q LU t [i ..._ 4 -� HARDIE BOARD N3 1 /2" WINDOW HARDIE APPLIED r . BATTEN SIDING SCREEN _ __ Murray Design Build PORCH - -=— -METAL SHED ROOF @ 2: 1 2 PITCH -- .__ ___�._.__._..._. TRIM FALSE SILL -' 44c) Main Street LL Greenport, N.��. 11944 75 \,.., <..: t.. .. . It. � � � t11r�t �c�esi nbuilc3. � 1 j{( t ; i i. I , �., • \ � .. is i n\ t € t i \' I t 1 i i E w ii tEE s, lE i \`2ita \ f.t X` \ \� x \ , : i i E , Build Restore ......... . esux Ll-I R is \\ 3 i I i• t f l i �-. ..`\"\ .I'• it i i \ W A UMIN I L UM- � _ t k HARDIE E BDA •f -�•� .iE E RD - I I p t I E t E I ,f t t 4 . t I" E V` i € I A 1 i RAILING { 1 ' ' E 1 E I BATTEN EN SID N ! G i� 1 \ \ F I i _ E , } \ t .Y, , < I ; t ; t: i \ : ' � •i '.�t tt E 3 I 1 n r i > � I _ Uj T This plan as the I--�__• I / � € GA SLAB property of Murray STUCCO STEPS DOWN ,/ 6x6 WRAPPED COLUMN STEPS DOWN Design $z Build and TO GRADE -- (FINISH DIMENSION 8x8)� TO GRADE may not be used or Lu Q I "i I j reproduced without REARELEVATIONJuwritten consent. O3: SCALE: 1 /4" = V-011 �----- ------ -----------------------------------------a 1.�1 LSTEPS DOWN LU T TO BASEMENT LEVEL 7- 4 4 BATTED d SIDING L LU 10 lu tu _Q z E M - ty— - E 12lu V ; - ^— HARDIE BOARD : 4 BATTEN SIDING Q O ; Zi , ; 12 l 3 12 _ FU JU i 4 7 .2 ; 3: �-- 1/2 HARDIE Date � a`� e IL nx }I \, SGREENV ►� i w 3/ 1 8 _ /202 1 ; i ; --PORCH Q COLUMN �-' �I A.',\\.\ , ;: ;' . . , w \ :., \ 31ON 5x8) cv is _ ' •�t i. s I' q I �. t. t - evisao �W . i ... , HARDIE BOARD 4 BATTEN 51DING STEPS DOWN i -STUCCO- I I I , A:' / TO GRADE I i I I I STEPS DOWN �. I I I TO GRADE w I I I Q wl Sheet Title 6x6 WRAPPED COLUMN UJ vI i l (FINISH DIMENSION 8x8) - Q) Rear Right I I I Elevation ----------1--------------------------------------i-----I—� RIGHTELEVA'*T101'�t1l Sleet No. SCALE: 1 /4" = 1 '--D°' 2 0 � _ M M `Ur R R A Y DESIGN Ift BUILD 241-0 11 141-611 1 �' _�✓ -� Murray Design & Build -611 51-611 1 :21-011 21 / li 449 �1iLi 11Street cl,-51 61-611 I 631477-0075 I I murr<ay desi nbuiid.com E a e f 2 4 -4 _� __..._._...__ _ ._._ _. ... –2 11-01t Design. Build Restore FORCH Q 240 �.�. 15CREEl �t o Cb ry � sm 2'-8"x 5'-6"2'-8"x 5'- "2'-8"x - \ PORCH \1 G,E-�rS .. I /'"� --- � o i� This plan is the VO /ten, �r+y /�n� [ �^ I 2 5 2 5.1=. d� cv� �' _. _ - X — — ---- - - O Co property of Murray - - - Design & Build and B R K' �° _ yg s - ma not be used or r"-O"x 8'-O" 6' 0"k V-r,,: 61_0,1 x 81 011 - _.. 'a NOOK� __._..._.__ __. ._ M_..._ ___._ � _..__. . . ......._ .. _ � � reproduced without Z _, written consent. 1� GK 2'-S"X "XIV - -8 x ...................... ..........._............_.................. _ 3 2 5.F. " U1 T € I 1 f X LIVIN& r � f e V V - - ;� --_ �- ; z M. 5PRIM 01 mtlonQf rcg7 rcd as per KITCHEN a tu LU rlys code u� t w - O O O N ' - ;i OARA&E �+ i �; LU U1 36 REF € ... _ �. �,i [: 61 ^il - i�y.�,l 4t_6,1 121 1 SSS 5.1=. N l� s 10'-0"x a'-o" x:_8.1 x�,o„ � o a __ ,- ir GOATS _ "- '" _ - --- DN ... . a ° - . ._..................... — _ _ _ _.... ... ........... ............... ........ - 1 _ d PANTRY � _ 3 O x8 ° O O z - _ - _h;-• x 4'-O"X 8'-O" - - i { _ _ i '�••. •'.. f 1 tl 1 It 1 11 1' 11 1 ti 1 it 11 I:•� 11 f t 11 ' '' ` I 4'-✓11 �,, - - - - 3 - - , .� -d i 6 Q�� 6 - _� 1 3 ry x x 12 +� { Ul LU M U L� RM -_-___----------------- __ { ' 01r'� �. 1 _ . - _ 10 LINEN ... . --- f _- 1 : __ T T RY 2-a 2-5 2�6°x a J^l0 S O x 1 011 21 6i�t1�:�' i� V .. .. .. - - - --,G.-!7 J Date J' 2 4� : t` a 3i15i2021 5"-0"x a'-O" 5'-2" 2-8 x 2'-8" X 2'-8" 2'-8"X 5"2 evision PORCH > . .�:- �G�oo ,.r il + n -R.._ s AP p 1_/611 41-�II 1- it �1_ II 61-,.y it ,..pi_�iF �i-�ii 61- 111 �i-/611 41-011 aI-✓311 � '4++'+'•y'�`. 1 it 1 ' 11 1 II ' � 3 it ��-- � i II 1 It Sheet Title 121-014 12-a q -a 6 -C —; --- - _ 1 if-all 4- 1112 - 5G,�1... 1 /4�► _ '_O,. 24-0 4r5 011 16 -6 Main Level Sheet o. 0F JERI' MURRAY DESIGN LL 241O" 14-6" _ _.....__._. __.__.___ __._._ 16'-6° 134-311 -all 151 -11-511 '_ '_ " . ...._ - `- '° ' '_ ' '_�" �'_ " Murray Design & Build 449 Mai n Street I I i I Greenport, N.Y. 11944 I 631-477-0075 mu raydesignbuild.com I i I Design • Build • Restore I _ E E O F _I i ly o This plan is the j property of Murray 2'-8"x 5'- °2'-S"x 5'-?", q'-O','+/ WALL 2'-a"x 5'-2'2'-S"X 5'-2'2'-8 ;x 5'-2" 2'-8"x 5'-2"2'-a"x 5'-2" q'-O"+/- ALL Design & Build and N W:Mv::: -1-- _ may not be used or __..__. _:._ ...... _......_............. Y - reproduced without i J J 1 o written consent. 1 2E-oki �'-�„ .21.6I F }I ' ! V-©I, 51-OU 51-011 51-01i } _ } - } _ O _._. ...T .......... - .... ..........__ .... _ � - - ry Bu I< K M ",b) - BPRM ua V -8 x2-8'2-8 x2-8,2-a x2-8_.... PRM 2 _ - `- VAULT UP TO 1 O'-O" GEILING - - - UL UP TO 10'-0" GEILING � a'-O"+/- WALL „ i r I _ 4 VAULT UP TO 10'-0GEILIN HCl [ t 11 f � „ 4'-D"x P05T ABOVE D. �!-O +/- WALL - _ I IDLE I 1— P05T A VE U1�l11�15 I - O - k- OI !. (�) x -71/2” LVL ``,, '' ' U J 1 TO RIDGE �-1 �_ i5TUP } a x6- -a x6- _______ - _a - A ATTIG cn ' t{ = ART _ __ ._ ........ _.._.._.. PO T ABOV _ 5T ABO _ K ,,// N t �1�, P05T ABOVE 7- " ' -� VAULT UP TO 1 O'-O" CEILING TO RIDGE I " - �4 I 1 O-O" CEILING I ' Q__ .i til _. ____ _ _ _ ._ _ __.__ __ _ ... - ........ _i 4 "3ix 1 1 4 I 4 ? I 5 x i TO RIDGEtu LU Cl TO RIDGE---_ 4....._ I I N _., 24twOt, I ,_ _ _ „ 1 5{-5t, , i t_ ,t -O" 6'-O" 1 61-�„ - ...._.___._---___ _ _._.._........._..__......._ _._..._._._.... .. ------ 4 m ( �.�.; .. ... .__. ... .._ ......_.... .. .. ....... .. ... ......._....... .... ._ _........ .. .......... ...... I ....... ' - 3/4" i/2" POST TO-FOUNDATION ci z POST TO FOUNDAT ON- '� In I LPOST ABOVE -(3) 1 x LVL x ill TO RIDGE - _ POST TO FOUNDATION (3) 1 X 7 LVL 2 b x 6'-S" 2 S"x 6'-S", ( 16 2'�6"x 6'-8" ��. I ..... ........ _ N _ _ J .- LU < to z '} i �1� 56 ,x 60 o 6'-0"+/- WALL e'-O"+/- ALL MM��ii tt� ul 8 O +/ WALL f S-O +/- WALL 8'-O"+/- WALL -i i � _._..........._____.____..._........................___....____.......... ..__._ _ � € � to ...._....................._:..:�:-.....__.._.._.._...:.:�_ X 2'-S 2'-S X .2'-E5`2'-5"X 2'-8.. t �,f 1 1 ,- „ 2'-aI .- _ 5TORA6E/ - _ ate �; j i 1 + 2 3,.4_'. y 14'-0"+1- WALL 0 0 _ MEGH j E /------ABOVE MAIN LEVEL j- �y I FLOOR LEVEL " ! ti 3 / 1 5/202 1 i f I : W LLeVisions ABOVE MAI LEVEL ' :a S. -_ �• �'2' �► `� FLOOR LE EL � }w �fjj;'� �� •�� ' 3 -O 5 -O at-oil 3 -O t. ,t UPPER LEVEL PLAN „ „ 6-5 1 21-01t 51—Cl S 1`_ _ tt --_ ._- , � �� 241-011 4 5'-O" 161-611 5GAL E: 1 /� = 1 -O Sheet Title Upper Level Sleet No. 4 OF �Al n g Mr T "U RRAY DESIGN Cc BUIL Murray Design & Build 4491 ,.1i" Stre(A r Greenport, N.Y. 11944 ' 631.477.00715 murratidesi nbuitd.eom I , I Design - Build - Restore ROOF I ' @ 2: 12 P I T G IA I ' I ' I ' I ' 1 ' I ' I ' I This plan is the I property of Murray Design & Build and ' may not be used or reproduced without written consent. I_- ------------------------------------- I I 1 i i -------------------------------------------- ---I ' 5 H D ROOF I � 'P @ 3: 1 2 PITGH tV v W T i IL I SHED ROOF @ �: 1 2 PITH Q I RIDGE = 1 .6'-(a" < i JU LU o 1 �r I I t 0► ua I I z v U SHED ROOF v v @ 3: 12 PITGH^ O V- ' r-- ----------------------------------- LU LU `- ' r-- (L I ' I ' , � I L--------------------- ' Date I ' I 12: 12 _12: 12 I PITGH FITGH 3/ 15/2021 I , L----------------------- ---i -----------------------� I ; . I , I ROOF e-vision A �, ' I , , y;y @ 4: 1 2 P I T G H_..__--- oar . ---------------------------------------------------------J: ROOF PLAN SGALE: 1 /4" - V-0" r-. 84 Sheet Title Sheet No. 0F 46-0" - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — --- - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- r L I I Foundation Notes: L The contractor is to verify all measurements in the field and any I discrepancies are to be brought to the Engineer prior to Step Footing 12'-0 29'-10" I C? construction. C14 F- — — — — — — — — — — — — - J 1 -All concrete 4,000 psi after 28 days minimum. tep Foo ing F 2-All rebar ASTM A-615 Grade 60. C? 3 - Footings are to be installed on undisturbed virgin soil. The I I d I bottoms of all footings are to be installed a minimum of 3' below 41-7 1 16'-6" I - - - - - - - - - - - - - - - - - - - - - - - - - - - J IL - - - 4 - - - - - - - - - - - - --I grade unless indicated otherwise. 41 - - - - - - - - - -- - - - - - - - - - - - - - - F 4 - Rebar installed along the top of the foundation walls without 9 windows are to be installed 10" below the top of the foundation wall. earn Pocket C? Rebar installed along the top of foundation walls with windows are 12"0 Sonotubeearn Pocket to be installed 3" below the bottom of the window opening. to Grade 16-1 18'-0" 1 L I 3. 5 -All snap off form ties are to be removed and remaining openings — — — — — — — — V-44 are to be sealed/grouted. 24'-0" co 3. 2' 811 T-211 2'-82 12'-44 F- - - - - - - 6-The foundation contractor shall coordinate with the plumbing and r r � T— —F —T P;;m Pocket electrical contractors relative to installation of sleeves and other 3' x 3' penetrations prior to pouring concrete. x 12" e/w No. tep Footing I I I I 6'x 6' x 12" e/w No. I 5 Rebar 14" OC-5 7- Install isolation joints along foundation walls and at column and _- Rebar 13" OC 1W other floor penetrations. E/W L 8 - Installed contraction joints in the cellar floor slab every 18' L minimum. I? 9- Foundation excavation is not to be back filled prior to the F EO rA installation of the floor framing. coI I I I I I I I 10 - Backfill along foundation walls is to be clean material and is to < U co be mechanically compacted in 6" lifts to 95% of maximum dry cli PI I I 6'x 6' x 12" e/w No. I I density. Rebar 13" OC 15'-6"x 5'-6"x I 1 5'x 5'x 12" e/w No. �/w No. 5 Reball- �5 Rebar 13" OC 11 - Follow cold weather concrete treatment relative to add mixtures in accordance with ACI 212.3R. Use Air-Entraining admixtures per C14 I L I" OC ENV 1E[W ASTM C260, AASHTO M154 or Water Reducing and Set- L — — — — — Controlling Admixtures per ASTM C494, AASHTO M 194 only. Do B not use Calcium Chloride or other corrosive type admixtures. L S-1 F 9 3'-0" I earn Po( ket F, — — — — — — — — — — — — — — — - 0 Anchor Bolts 25" OC in 8' _J 8 to p Footingi L x 5' x 12" e/w No. L — — — — ��5' x 5' x 12" e/w No. F— nd Zones 29" OC in Interior Rebar 13" OC _ Rebar 13" OC 1 61-111" 21-61" 1 Zones 7 4 2 L - - - - - - - - - - - - - - - - F-E/W E/W IIr— T_ 00 x8 ACQ Sill L_ (9 f " 1 7 1 16-6 7— J---copper Termite Shield T L `4" -0" 18'-0" 3'-0' I ( earn Pocket 2' P�2t x 2' x 12" eaocket -- - - - - - - - - - - - - - - - — — — — — — — — — — - - - - - - - - - --I . . . .. . . . . . . . -7�� . . . . Li -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - -- — -- — — — — -- LL 8" Min. 4'-24 2'-61"- 4'-2`1 2 4 EO 45-0 ----�2) No. 5 Rebar-See Note 4 ' " LO 11'-4" 8" 4l-41' 13'-8"— 4t-41' F- --I F- 1 101 10 1 L _J f.,. 00 xpansion Joint and Joint Sealer 12"0 Sonotube 2'x 2'x 12"Footing 12"0 Sonotube to Grade with 12"0 to Grade Sonotube to 2x6 Stud Wal Grade0 Simpson TITEN 8 x6 MCQx6-W 1.4x1.4 WWM Anchor Bolts 25" OC in Foundation Plan 8' End Zones 29" OC in Interior Zones 1/2" Expansion Seal Poured Concrete Slab Scale: 1/4" V-0" Termite Shield & Sill Sea x6-W1AxW1.4 WWM Poured Concrete Slab 2" Grad F CD ... ................ ....... .. .............. Top of Footing -TO HSS 5 X 5 X 1 2 7 ubbase iompactable Fill INV Y- 2) No. 5 Rebar Mil Vapor Barrier 8" X, 16" 14 "X 14" X 16 "A A 4 4" Base Plate ompactable Foundation Section F 14" Base Material _O� 5" 0 Simpson TITEN C) Anchor Bolts Scale"Foundation - ------------------- 4 ,000 PSI Non (2) No. 5 Reba 6' 4 Shy //Pe( Shrink Steel Base Plate 2" PedestalGrout e FoundationDe�tails�. 7777777- wli All 10 .5.44 .z1. v_o" LJ Garage 4 A7 A AT 4 A. A-' '4: z A 7 A 7.77-37� 4 'd' 719r _`T' ::'a 'A A. A A 4,4- • ed 3" .4 4'-4-4- L 4 1 A IT IT Step Footing Section See Plan �Scale Y2.=V-0'. 3" No. 5 Rebar Pad Footing Details See Plan C Footing Details 1 = .r_o" 00 Scale: 1/2" = V-0" Scale: 1/4" = 1'-0' Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education I Condon Engineering, P.U. Heim Rm%esidence A Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Drawn by : JJC 11 Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an item bearing 1755 Sigsbee Road 1495 Arrowhead Lane In the seal of an Engineer,Architect,or Land Surveyor is altered,the aftering Engineer,Architect,or Mattituck, New York 11952 1 W Peconic Land Surveyor shall affix to the item his/her seal and the notation"Altered by"followed by his/her Date : 3-30-2021 , NY 11958 signature and the date of such alterations,and a specific description of the alteration. (631) 298-1986 1 /8"0 Bolts (3) 1.75 x 11.875 2.0E LVL--, 16" - 2/'/2" 0 2y2" 3y 4 2) 0.5"A36 Steel Flitch Plates (3) 1.75 x 11.875 2.0E LVL /8"0 Bolts ,* „ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -1 2,1/2” E N-1 Z///,--5 F- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � 2%2" I I I I ( I I 3Y4" (2) 0.75"A36 Steel Flitch Plates I ( I I I I I { /8"O Bolts I I r _ _ _ _ _ _ - - - - - - (3) 1 .75"X 11 .875" LVL-e I X - - - - - - - - „ 16" i I ( I ( 2Y2' O 0 O I I I { LJIk --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - � L - - - - - - - - - - - - - - - - -, 2Y2" I F - -- - — __ - - - - - - - - - - - - - — — — — — — — — — — �- - - - T -� 3y/a" 00 I I (2)0.625"A36 Steel Flitch Plates- 12"0 SonotubeJO2 I I NI to Grade 2 x 8 MCQ FJ I L — — — — X 16"OC I I 3.5 x 11.875 PSL vl 1 N 2 x 10 MCQ Ledger Secure — - - - - - - - - - - - - - - - c� I I to Foundation Wall with$" _ _ _ _ - - - - - - - - - - - - - - - - - - 0 Simpson TITEN Bolts 16" F � —1 co _{ { FIitch Beam Details r — —_— — OC Staggered ered X I a_ °° I - - - - - - - - - - - - - - - - - - - - - - � I gg I �HS5X5 XZ (" _ o—1 HSS5X5 XZ --J Scale 1" = 1' I r =� x j I I I vi TJ 1 560/ 11.875 FJ { 16" OC I �- I I (;r I M { I I o U-) �- — —�—) I ( I I I I L. — �� -- — J -- — "- TJI 560/ 11.875 FJ I I { I CO 3.5 x 11.875 PSL `s? 16 OC I � TJ1 560/ 11.875 FJ 16" OC N N Q { I TJ 1 560 / 11.875 FJ — a� 16" OC w ~ H I { I — I 1 SS5X5 X2 I Z I Q I � /-HIS X� HSS5X5 �2 U') { U � I I I r` I OR I ( I �_ ( _ n- Q I I X I I X I I { I • II I I L I L _ _j(3) 1.75 x 11.875 LVL e/w(2) 0.625" FPI M a { r — — (3) 1.75 x 11.875 LVL e/w(2) 0.75" FP L — — ,— J M „ ( { _ _ _i — .� / 5.25 x 11.875 PSL (2} 1.75 x 11.875 � � (1 0.625 FP/ I TJI 5601 11.875 FJ TJI 560/ 11.875 FJ I SS 5X5 XZ ti �iSS5X5 X2 j I I I I I C � I { U_ XI I ,- - - - - - - - - - - - - - - - - -1 -- � o I I r- - - - - - Li - - - - - - - - - - -I L — —�— — � HS��C 5 X 2 L I _j I I - - - - - - - - - - J I 3.5x11.875PSV LO�— - - - - - - - - - - - - - - - - - - - - - - - IL J TJI 560/ 11.875 FJ 16" OC X 2 x 10 MCQ Ledger Secure to Foundation Wall with 5" 0 Simpson TITEN Bolts 16" Design Loads: 2 " 2„ OC Staggered Roof&Attic-Live Load- 20 psf (3)2 x 10 MCQ f (� - Dead Load - 15 psf �N--»'" I HSS 5 X 5 X /16 L — _J �- — J 1 st&2nd - Live Load -40 psf 3/4" Steel Base Plate - Dead Load - 15 psf —st Floor Framing Plan -Wind Loads- 135mph -ASCE-7 """TM � 8" 0 Simpson TITEN Scale: 1/4" = 1'-0" MWFRS - Method 2 Anchor Bolts -�\ �, r:` rv¢� .�• ^r�'d, Design Criteria - NYS Residential Code R301.2.1.1 and utilized the methods and procedures stipulated in Chapter 2 Engineered Design �, and Chapter 3 Prescriptive Design in the 2001 American Forest and Paper Association Wood Frame Construction Manual (2001 WFCM)for One and Two Family Dwelling Units and ASCE 7. SteE:l Column Base Details AScale: 1" = 1'-0" Scale: 1/4" = 1'-0' Condon Engineering, P.C. • Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education Heim e�' ' e n Ce Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Drawn by : JJC Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an item bearing 1755 S igsbee Road 1495 Arrowhead Lane the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Mattituck New York 11952 PeCOn1C NY 11958 Land Surveyor shall affix to the item his/her seal and the notation"Altered by"followed by his/her D ate : 3-30-2021 ' signature and the date of such alterations,and a specific description of the alteration. (631) 298-1986 (2) 1.75 x 14 2.0E LVL--„, 5 „ 8 0 inch Bolts 16" - �2" I III 2Y2' 3�4,, 1) 0.625"A36 Steel Flitch Plates (3) 1.75 x 16 2.0E LVL 2%z" a ® 0 33/41' %"0 Bolts (2) 0.625"A36 Steel Flitch Plates (3) 2 x 10 (3)2 x 10 (3) 2 x 10 (3)2 x 10 (2) 1.75 x 14 2.0E LVL 5 „ 8 0inch Bolts , 16^ 0 cr- U � U 00 00 00 2%2" ® ® ® XX (0 Xcfl N (3) 2 x 8 Hdr N N 2,112' 334 I 5.25 x 14 PSL Flush 25 x 14 PSL Flush 5.2 x 14 PSL Flush 3.5 x 14 PSL Flush .5"A36 Steel Flitch Plate Flitch Beam Details LIVING Scale 1" = 1' � � � � 3.5 x 14 P L Flush U- (3) (3)2 x 8 Hdr o r_ DINING11 U) OO S > o ( � � a a a ( tet CD LLL X � (0 � d d � X ItCO CO I- X X CO M, BDRM � 0 h N L N 0 L6 CO M � CO M LO N GARAGE KITCHEN U U- 0 HSS5x5 x2 i -- 0 U") CD CO H (3) 1.75x16LVL e/w (2) 0.625" FP orW12x65 `r' — — � Bea6bg WA 3 5 x 14 PSL Flush _ HSS 5 x 5 x2 3 x 14 SL Flu PANTRY 3.5 x 14 PSL Flush oad Bearing Wal oad Bearing Wal � 0 O o = c.0 cm FOYER � �� If (3) 2 x 8 Hdr (2) 1.75 x 14 LVL e/w(1) 0.5" FP Flush L1\ CIL o (3) 2 x 8 Hdr (3) 2 x 8 Hdr (3) 2 x 8 dr (3) 2 x 8 Hdr (3) 2 x 8 Hdr IY U C:) 0 :. N r '' (3) 2x8Hdr , 2nd Floor Framing Plan Scale: 1/4" = 1'-0" Scale: 1/4" = 1'-0' Condon Engineering, P.C. • Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education e' e�' �d e n�e Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Drawn by : JJ C Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an item bearing 1755 Sigsbee Road 1495 Arrowhead Lane the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Mattituck, New York 11952 Land Surveyor shall affix to the item his/her seal and the notation Altered by"followed by his/her Date : 3-30-2021Percon ic, NY 11958 signature and the date of such alterations,and a specific description of the alteration. (631) 298-1986 (2) 1.75 x '14 2.0E LVL 5 „ 80 inch Bolts ' 16" 2/i' 2/2, X334„ 4 (2) 1.75 x 16 2.0E LVL .5"A36 Steel Flitch Plate 2%2' ---8" 16" - - 16 ® 0 3 WO Bolts (1) 0.625"A36 Steel Flitch Plat„ ----------------------� I I I I I I Flitch Beam Details (3)2 8 Hdr I (3) 2 x 10 6dr (3) 2 x Hdr Scale 1" = 1' 7 J � J D � D I > > > U) Q- a- WU WU wU Lf) NO NO NO N X BUNK RM X BDRM #3 X x T 3 2 x 8 Hdr I X N N VAULT UP TO 10'-0' CEILING BDRM # N M p O Lq VAULT UP TO 10'-0' CEILING VAULT UP TO 10'-0' CEILIN r- I IXT N Np � U NO T - � O XtT° X X (D XT T N I mn Below This Ridg CM, I— � is 3.5X'11.25 PSL 5 x _ 3.5 x 11.25 PSL =o _ < I 2 x 12 I >1 1 17—_ � �_ — x �P J (2) 1,75 x 14 LVL e/ (1) 0.5" FP cy 0- ( ) a °- 3.5 x 14 PSL Roof Ridge n U') " CTS rn X X X X X � � -Header Belo �'' . — — eade a ow DN 3.5 x L co Bader Below (2) 2 x 12 J Column below O U tY .5x9.5 PSL 00 > NQ �v �s � U der X (0 Q T _ I N X ~� 7� T rr� N p �} FOYER A`rl N O0O —� o T - N X N X ° BELOW a N N N O J `— O J N _ a X cn T - xtO CL X � T LO `" N 2x 2RR 2x1 RR N N (3) 2,x 8 Hdr X I 16 OC 16" DC I X U? V? cri co DE (3)2 1 10 Hdr Roof Frames Plan Scale: 1/4" = 1'-0" Er f'g'`Q`` 0- -C C 1684 Scale: 1/4" = 1'-0' Condon Engineering, P.C. Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education e' Residence Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Drawn by : JJC Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an item bearing 1755 Sigsbee Road 14.95 Arrowhead Lane TQN%to® . .. the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Mattituck New York 11952 Pecon is NY 11958 Land Surveyor shall affix to the item his/her seal and the notation"Altered by"followed by his/her Date : 3-30-2021 ' signature and the date of such alterations,and a specific description of the alteration. (631) 298-1986 �i i C 0 - fi - - - - - - - - - - - - - - - - - - - - -,- - � o 10, �/ `�� t...' ...___..' RAFTER OI \ J I `./� H2.5A . TOP PLATE Simpson LSTA30 Ridg HEADER at each Ra OR -� / �0 Simpson MTS30 Framing Notes. � 103 p Rafter Strap - - - - - - - - - - - - - - - - "RAFTER at each Rafter Tail - The contractor is to verify all measurements in the field and any discrepancies are to be brought to the , I I OP PLAT attention of the Engineer prior to construction. I 1 a , 2 1 Wood Framing Cl STUD 1. All lumber is to be No. 2 or better Douglas Fir Larch (N)with the following minimum specifications: � 2 2 a2 I i Simpson H2A Hurricane Ties O1 - at each Rafter Tail Fb = 825 psi - - - - - - - - - - - - - - - - - - -- - - 01 ( O P Fv= 95 psi 3 3 SIMPSON SPH4 O O ( a STRAP Fc perp= 625 psi 1 I a3 E = 1,600,000 psi /� �,,� - - - - P 3 I 1 3 ' - � - SIMPSO STRAP 2. All Parallam (PSL) Lumber is to have the fallowing minimums specifications: \n2 2 1P a Fb= 2,900 psi 1 2 � � _/ 21Fv= 290 psi 1 22Fc er = 750 si 1P P P � aE =2,000,000 psi , aCp Typical Window and Door 3. 3.All Microllam (LVL) Lumber is to have the following minimum specifications: - - - - T - - - 3 1 3 2 3 3 i 2 3 1 i 3 Header Strapping Detail BOTTOM STU Fb = 2,600 psi a o 0 0 o a a o a o PLATE Fv= 285 psi Each Corner Fc perp= 750 psi - L - - - - - - - - i - NTS RIM JOIST E = 1,900,000 psi � �J,! PLAT 4. All pressure treated lumber is to be MCQ No. 2 or better Southern Yellow Pine. _ Simpson ST22 Strap Fb= 905 psi Zone 1 Zone 2 Zone 3 Typical 2nd Floor " P -Yp . . Fc perp = 660 psi Strapping Detail E = 1,700,000 psi Field 6" OC 12" OC 4" OC NTS 5. All beams fabricated with multiple Laminated Veneer Lumber boards are to be nailed/bolted ing" O Anchor Bolts 25" Panel Edges 6 OC 6 OC 4 OC C in 8' End Zones 29" accordance with the manufacturer's specifications. OC in Interior Zones 6. All TJIs are to be installed in accordance with the manufacturer's specifications and shall include Nailing Requirements for 140 MPH, 3 Sec. Peak Gust, squash blocking and web stiffeners at bearing points on girders and other load bearing areas. 2" Thick Roof Sheathing with 8d Common Nails or 10d Box Nails 7. All straps, connectors, plates, bolts, nails, etc. are to be galvanized or stainless steel. Designated Roof Sheathing Nailing Details connectors, strap etc. on these drawings are made by Simpson unless indicated otherwise. All Scale: 1/8" = V-0" connectors, straps etc. are to be nailed/bolted in accordance with the manufacturer's specifications. SIMPSON LSTA36 8. All floor sheathing is to be 2Y32 inch AC type plywood, tongue and groove, with an APA span rating Table 3.1 Nailing Schedule(Wood Framed Construction Manual 2018, Pages 149 and 193) sTRA of 48/24. Floor sheathing ;shall be glued and screwed to the floor joists (6" O.C. edges and 12 " Number of Number of SIMPSOSTRAP O.C. field ). Joint Description Common Nails Box Nails Nail Spacing MIN.DISTANCE ROOF NAILING Typical Wall and simpscn BP 9. All wall sheathing is to be 15/32 inch APA Rated Exposure 1 plywood and shall be nailed with 10d MIN.DISTANCE FROM TABLE A DO NOT CUT HOLES FROM TABLE B common nails 6" O.C. edges and 12" O.C.field. Rafter to Top Plate(Toe-nailed) 3-8d 3-8d perrafter LARGER THAN 1 1/2" 1Y2 HOLE MAY BE CUT Sill Strapping 1 P NO FIELD CUT IN CANTILEVER ANYWHERE IN WEB OUT- Detail ,_, r._=•,-.:; Ceiling Joist to Top Plate(Toe-nailed) 3-8d 3-8d perjolst HOLES IN Ceiling Joist to Parallel Rafter Face-nailed 5-16d 5- 16d each la SIDE OF HATCHED ZONE 10. Solid blocking is to be installed every 8' max or mid span of all floor joists with spans exceeding 8'. g ( ) p HATCHED ZONES � �-� DO NOT CUT OR �+ Ceiling Joist Laps Over Partitions(Face-nailed) 5-16d 5-16d each lap 6° O [� s° Ad NOTCH FLANGE. Strapping Details 11. Double joists are to be installed below parallel walls. Collar Tie to Rafter(Toe-nailed) 2-10d 2-10d per tie NITS Blocking to Rafter(Toe nailed) 2-8d 2-10d each end 6" L1 2 X D1 D1 L2 2 X L2 D2 6" 6" 12. Blocking Is to be installed at all point load bearing points. Rim Board to Rafter End Nailed 2-16d 3-16-d each end MINIMuNlMINIMUM 3"No.8 Screws 12"OC g P g P WALL FRAMING (HES EXCEPT CLOSELY GROUPED ROUND HOLES ARE O KNOCKOUTS) PERMITTED IF THE GROUP PERIMETER MEETS Framing 13. Walls are to be framed with 2x6 inch studs spaced 16 inches OC unless indicated otherwise. Top Plate to Top Plate(Face-nailed) 2-16d(1) 2-16d(1) per foot REQUIREMENTS FOR ROUND OR SQUARE HOLES. DO NOT CUT HOLES IN To Plates at Intersections Face-nailed 4-16d 5- 16d joists-each side CANTILEVER REINFORCEMENT. Top ( ) 1 TABLE A-END SUPPORT 14. All bolts nuts and washers are to be hot dipped galvanized. Stud to Stud(Face-nailed) 2- 16d 2-16d 24"o.c. MINIMUM DISTANCE FROM EDGE OF HOLE TO INSIDE FACE OF NEAREST END SUPPORT Header to Header(Face-nailed) 16d 16d 16"o.c.along edges IOI�T TJ!? ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE Steel DEP TN 2" 3" 4" 1 5" 6%" 7" 8%" 11" 13" 2" 3" 4" 5" 6%" 7" 8%" 11" 13" Washer Top or Bottom Plate to Stud(End Nailed) 3- 16d 2-40d per stud 9% 360 V-6" 2'-0" 3'-0" 4'-0" 6'-0° 1's° 2'-6" 3'6^ 5'o" 5'6" (TYpJ 11 /e," 56J 1'-0" V-0" 1'-6" T-0" 5'0"*5.-6� 8'4' 1'_0" 2'0" 3'6" 5'-0" 7'-0" T 6" 8'0" 1. All steel is to be ASTM S �ecification A-992-50 14" 560 1'-0" 1'-0" 1'0" 1'0" 2'6" 9'-0" 1'-0" 1'-0" 1'-6" 3'6"]'-O�' T 0"E! � 10'0" y"Plywood F1'0" V-0" V-0" 6'-6" 10'-0" 1'0" 1'-0" 1'0" 1'6" 6'-0" 11'0" 2'0' 2. All steel used in the first floor framing is to be Galvanized in accordance with ASTM Specification ASTM A123 Bottom Plate to Floor Joist,Band Joist, End joist or Blocking(Face-Nailed) 2-16d (1,2) 2-16d (1,2) per foot Glass FLOOR FRAMING TABLE B-INTERMEDIATE OR CANTILEVER SUPPORT 3. All bolted connections are to be made with A-325 bolts. Joist to Sill,Top Plate or Girder(Toe-nailed) 4-8d 4- 10d per joist MINIMUM DISTANCE FROM EDGE OF HOLE TO INSIDE FACE OF NEAREST INTERMEDIATE OR CANTILEVER SUPPORT Bridging to Joist(Toe-nailed) 2-8d 2-10d each end JOISTTJP ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE 4. Square/rectangular and circular columns are to be ASTM Specification A500. Blocking to Joist(Toe-nailed) 2-8d 2-10d each end DEPTH 2" 3" 4" 5" 6%" 7" 8'/e" 11° 13" 2° 3° a" 5° s/" T' s g^ 11" 13" Light Plastic-Coated Permanent Blocking to Sill or Top Plate(Toe-nailed) 3-16d 4-16d each block gy. 2's° 3'-0 4'-0" 5'-0" a'-0" 2'-6" T-0" 4'-6" 6'-s" T-6" Wood-frame Wood Screw Anchors Ledger Strip to Beam F 360 1 3'-0" 4'-0" 6-6" 6'-6" 9'-0" 3'-0" 4'-6" 5'-6" 7'-6" 8'-0" Wall 5. All welded connections are to be done by a certified welder and conform to AWS and AISC 9 P (Face-nailed) 3-16d 4-16d each joist 11' ' 1'6" s 0" 4'-6" 5's" 8'-0" s'6° 12'-0" 3'0° 4'f' s'-o" s'o" 10'-6- 11'0" 12'0" Glass standards. Joist on Ledger to Beam(Toe-nailed) 3-8d 3-10d per joist �" 560 r o" r-o" r1'-6" 3'-6" T-6" U-6" 9'-6" 13'-6" V-0" 3'-0" 5'-0^ T-0" 10'-0" 11'-0" 13'-6" 15'-0" Band Joist to Joist(End-nailed) 3-16d 4- 16d per joist 560 1'0" 1'0"11'-0" 1'0" 2'6" 3'6" T-0" 11'-0" 1T-O" V-0" V-0" T-6" 5'6" 9'-0" 10'-0" 14'6" 1s'-0" 18'-0" YZ"Plywood 6. All weld joints are to use E70XX electrodes. Band Joist to Sill or Top Plate(Toe-nailed) 2- 16d (1) 3-16d (1) per foot RECTANGULAR HOLES EASED ON MEASUREMENT OF LONGEST SIDE. See • HOLES MAY BE LOCATED VERTICALLY ANYWHERE WITHIN THE WEB.LEAVE 118"OF WEB(MINIMUM)AT TOP AND BOTTOM OF HOLE. Detail Framing ROOF SHEATHING KNOCKOUTS ARE LOCATED IN WEB AT APPROXIMATELY 12"ON CENTER;THEY DO NOT AFFECT HOLE PLACEMENT. A 7. Steel is to be rime coated. FOR SIMPLE SPAN(�MINIMUM),UNIFORMLY LOADED JOISTS USED IN RESIDENTIAL APPLICATIONS,ONE MAXIMUM SIZE ROUND p Structural Panels(See Notes 4, 5 and 6} 9 Interior Zone 8d 10d 6"edge/12"field HOLE MAY BE LOCATED AT THE CENTER OF THE JOIST SPAN PROVIDED THAT NO OTHER HOLES OCCUR IN THE JOIST. 10d 6" • DISTANCES ARE BASED ON THE MAXIMUM UNIFORM LOADS FROM CURRENT]LEVEL SPECIFIER'S GUIDES.FOR OTHER LOAD 8. 1/2"web stiffeners are to be installed at all point load nearing points and over all column supports. Perimeter Edge Zone gd 10d 6"edge/6"field CONDITIONS OR HOLE CONFIGURATIONS USE ILEVEDD TJ-BEAMO SOFTWARE OR CONTACT YOUR ILEVEL REPRESENTATIVE. Gable End Rake with up to 1'Rake Overhang g Washer 9. All columns are to be bolted to steel girders with%2"jolts and to wood girders with%2° la bolts. Plywood Openings Protection; (Typ ) g g g CEILING SHEATHING � Allowable Holes - TJ 1® Joists Thickness Window opening Widon th(I) Gypsum Wallboard 5d coolers 5d coolers 7 edge/10 field 10. All girder splices are to be made above columns. WALL SHEATHING Detail A-Typical Attachment of \-:3"No.8 , Structural Panels(See Notes 1,2,and 3) 8d 10d 6"edge 112"field Microllam @LVL 2 X Diameter of thelywoodpenins Screws g and Parallam@ Largest Hole 1/3 Depth W od-Frame Buildingotection to 12"OC PSI.Hole Zone (Minimum) Note: In Lieu of Screws,lugs with 5d coolers 5d coolers 7"edge 110 field �� Gypsum Wallboard Nuts and Washers May be Used t » .r° � FLOOR SHEATHING d �� 4 "�:C Structural Panels Alternate to 140 Mph Certified Window Installation '�`' .•.. °o 1"or less 8d 10tl 6"edge/12"field Header Maximum Round Depth Plywood Panel Window and Door Protection for Wood ;� ' p<r•, Microllam LVL andHole Size ,4 i (1)Nailing requirements are based on wall sheathing nailed 6"on-center at the panel edge. Alternate nailing schedules shall PSL Parallam , " Framed Buildings 4!B 1" sa be used where wall sheathing nailing is reduced. For example,if wall sheathing is nailed 3 inches on-center at the panel edge L/3 Allowed Hole Zone L3 512 13/4 an to obtain higher shear capacities,nailing requirements for structural members shall be doubled,or alternate connectors shallV3 Middle Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education 7/4"to 20" 2" be used to maintain load path. :,c,�� Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed r.;: See Illustration for .a Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.if an item bearing 4 2 For wall sheathingwithin 4 feet of the corners,the four foot edge zone attachment requirements shall be used. Avowed Hole zone the seal of an Engineer,Architect,or land Surveyor is altered,the altering Engineer,Architect,or ( ) g q NOTES: Y 9 9 (3)Tabulated 12 inch o.c.nail spacing assumes wall sheathing attached to stud framing members with 0.42<G<0.49. 1--Al6-wed Hole Zone Suitable for Uniformly Loaded Headers and Beams Only Land Surveyor shall affix to the item hislher seal and the notation"Aifered by"followed by his/her (4) For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak,the 4 foot 2. Round Holes Only signature and the date of such alterations,and a speck description of the alteration, perimeter zone attachment requirements shall be used. 3. No Holes in Cantilevers4. No Holes in Headers or Beams in Plank Orientation (5)Tabulated 12 inch o.c. nail spacing assumes roof sheathing attached to rafter/truss framing members with G>0.49.For 5. Do Not Cut Notch or Drill Holes in Headers Except as Indicated in Illustrations and Tables framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. C.. Any opening Outside These constraints Must be Approved by the structural Engineer (6) For wind speeds greater than 130 mph,blocking is required which transfers shear load to two rafters(3 rafters in Scale: 1/4"= 1'-0" wo additional Condon Engineering, .G total). Typical I Level LVL Penetration Heim Residence (7)For exterior panel siding,galvanized box nails shall be permitted to be substituted for common nails. Drawn by : JJC 1755 Sigsbee Road 1495 ,Arrowhead Lane Srs s Schedule and Detail Mattituck, New York 11952 Peconic, NY 11958 NOT TO SCALE Date : 3-30-2021 (631) 298-1986 aI � �� o a � - -t- - - - - - - - - - - - - - - - - - - - - - --"c.._..._..-- RAFTER • ( L ) 1 H2•5A ' TOP PLATE Simpson LSTA30 Ridg - HEADER at each Ra OR o as -te Simpson MTS30 Rafter Strap a Framing Notes: at each Rafter Tail - - - - - - - - - - - - - - - - - RAFTER The contractor is to verify all measurements in the field and any discrepancies are to be brought to the I I Q . OP PLAT attention of the Engineer prior to construction. O I Ul (DOI ( '0 1 ) - -ocD , 2 1 I 1 STUDWood Framing - 3 1 �o as l 1. All lumber is to be No. 2 or better Douglas Fir Larch (N)with the following minimum specifications: O IO 1 2 1 CD ( I 1 I 3 Simpson each Rafter Tail Ties o a a Fb = 825si p f \ J J I ( 3 I SIMPSON SPH4 Fv= 95 psi O I �!J \ / 1 3 STRAP Fc perp= 625 psi /�`� / a I a E = 1,600,000 psi ( 3 ) I ( ) ( � ) - - - SIMPSON LSTA9 O I a �-/ - - - _. _. _. _ _ - -\..J- .� _ - __._ o--./ 2 I 1 STRAP 2. All Parallam (PSL) Lumber is to have the following minimum specifications: - �- - - - - - a a Fb= 2,900 psi I 2 �./ I �-/�, �.�/ 2 I I 1 I - - - - - -1 - p o ,a � o � , , a o , , 3 Fv= 290 psi - 3 I 1 I 3 a I a2 � 1 O Fc perp = 750 psi a I I 2 a E =2,000,000 psi 1 a Typical ca I WindoW and Door 3. 3.All Microllam (LVL) Lumber is to have the following minimum specifications: 3 I 1 3 2 13 3 ( 2 3 1 3 HeaderDetail sru�p BOTTOM LATE Fb = 2,600psi 000000a000 Each Corner Fv=285 psi Fc perp = 750 psi - L - - - - - - - - � _ NTS RIM JOIST E = 1,900,000 psi 3 ( 1 I PLAATE as a 4. All pressure treated lumber is to be MCQ No. 2 or better Southern Yellow Pine. Simpson ST22 Strap Fb = 975 psi Zone 1 Zone 2 Zone 3 Fv = 90 psi Typical 2nd Floor ' Fc perp = 660 psi Strapping Detail E = 1,700,000 psi Field 6" OC 12" OC 4" OC NTS g" 0 Anchor Bolts 25" 5. All beams fabricated with multiple Laminated Veneer Lumber boards are to be nailed/bolted in Panel Edges 6" OC 6" OC 4" OC C in 8' End Zones 29" accordance with the manufacturer's specifications. OC in Interior Zones 6. All TJls are to be installed in accordance with the manufacturer's specifications and shall include Nailing Requirements for 140 MPH, 3 Sec. Peak Gust, squash blocking and web stiffeners at bearing points on girders and other load bearing areas- 2" Thick Roof Sheathing with 8d Common Nails or 10d Box Nails 7. All straps, connectors, plates, bolts, nails, etc. are to be galvanized or stainless steel. Designated Roof Sheathing Nailing Details connectors, strap Eltc. on these drawings are made by Simpson unless indicated otherwise.All Scale: 1/8" = V-0" connectors, straps etc. are to be nailed/bolted in accordance with the manufacturer's specifications. SIMPSON LSTA36 8. All floor sheathing is to be 23/32 inch AC type plywood, tongue and groove, with an APA span rating Table 3.1 Nailing Schedule(Wood Framed Construction Manual 2018, Pages 149 and 193) srRA TP of 48/24. Floor sheathing shall be glued and screwed to the floor joists (6" O.C. edges and 12 " SIMPSON Number of Number of STRAP O.C. field ). Joint Description Common Nails Box Nails Nail Spacing Simpscn BP MIN.DISTANCE ROOF NAILING T iyp cal Wall and 9. All wall sheathing is to be 15/32 inch APA Rated Exposure 1 plywood and shall be nailed with 10d MIN.DSTANCE FROM TABLE A DO NOT CUT HOLES FROM TABLE B Sill Strapping Rafter to Ta Plate Toe-nailed 3-8d 3-8d er rafter LARGER THAN 11/2" 1�"HOLE MAY BE CUT pp g common nails 6 C.C. edges and 12 O.C.field. p ( ) P NO FIELD CUT ANYWHERE IN WEB OUT I �� g �� IN CANTILEVER Detail Ceiling Joist to Top Plate(Toe-nailed) 3-8d 3-8d per joist HOLES IN SIDE OF HATCHED ZONE Ceiling Joist to Parallel Rafter Face-nailed 5-16d 5-16d each la HATCHED ZONES DO NOT CUT E. 10. Solid blocking is to be installed every 8' max or mid span of all floor joists with spans exceeding 8'. g ( ) p � �O �, �;� � � 6^ NOTCH FLANGE. Strapping Details Ceiling Joist Laps Over Partitions(Face-nailed) 5-16d 5-16d each lap s" `fir 11. Double joists are to be installed below parallel walls. Collar Tie to Rafter(Toe nailed) 2-10d 2-10d per tie i4ly TS Blockingto Rafter Toe nailed 2-8d 2-10d each end s" L1 2 x D1 D1 L2 2 x L2 �D2 ( ) 6" 6" Rim Board to Rafter End Nailed 2-16d 3-16d each end MINIMUM MINIMUM' 3"No.8 Screws 12"oc 12- Blockingis to be installed at all point load bearing points. (APPLIES TO ALL p g p WALL FRAMING HOLES EXCEPT CLOSELY GROUPED ROUND HOLES ARE KNOCKOUTS) PERMITTED IF THE GROUP PERIMETER MEETS Framing 13. Walls are to be framed with 2x6 inch studs spaced 16 inches OC unless indicated otherwise. Tap Plate to Top Plate(Face-nailed) 2- 16d(1) 2-16d(1) per foot REQUIREMENTS FOR ROUND OR SQUARE HOLES. DO NOT CUT HOLES CANTILEVER REINFORCEMENT. Top Plates at Intersections(Face-nailed) 4-16d 5-16d joists-each side TABLE A-END SUPPORT 14. All bolts nuts and washers are to be hot dipped galvanized. Stud to Stud(Face-nailed) 2- 16d 2-16d 24"O.C. VNN411AUNI DISTANCE FROM EDGE OF HOLE TO INSIDE FACE OF NEAREST END SUPPORT Header to Header(Face-nailed) 16d 16d 16"o.c.along edges JOIST TJI, ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE DEPTH 2" 1 3" 4" 5" 6Y" T' 8T/" 11" 13" 2" 3" 4" 5" 6%" 7" 8%" 11" 13" Washer Steel Top or Bottom Plate to Stud(End Nailed) 3- 16d 2-40d per stud 912" 360 V-6" Z-0" 3'-0" 4'-0" s'-o" 1 1'-6" 2'-6" 3'-6" 5'-0" 5-6" (Type 0" 1'-0" 1'-6" T-0" 5-0" 5-6" 8'0" V-0" 2'-0" 3-6" 60" T-0" T-6" 8'-0" 1. All steel is to be ASTM Specification A-992-50 14" 560 r-0" r-o" V-0" r-0^ 2'-6" T-0" U-0" 9'-0" V-0" V-D" V-6" 3'-6° 6'-s" T o" 9'o" 10'o^ o Y"Plywood 16" 560 V-0" V-0" 1'-0" V-0" V-0" V-0" 3'-0" U-6" 10'-0" 1'-0" V-0" V-0" V-6" 5'-0" 6-0" 0'-0" 11'-0" 2'-0" 2. All steel used in the first floor framing is to be Galvanized in accordance with ASTM Specification Bottom Plate to Floor Joist, Band Joist, End joist or Blocking(Face-Nailed) 2-16d (1,2) 2-16d (1,2) per foot • Glass ASTM A123 FLOOR FRAMING TABLE B-INTERMEDIATE OR CANTILEVER SUPPORT 3. All bolted connections are to be made with A-325 bolts. Joist to Sill,Top Plate or Girder(Toe-nailed) 4-8d 4- 10d per joist MINIMUM DISTANCE FROM EDGE OF HOLE TO INSIDE FACE OF NEAREST INTERMEDIATE OR CANTILEVER SUPPORT Bridging to Joist(Toe-nailed) 2-8d 2- 10d each end JOIST TJP ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE Light Plastic-Coated Permanent 4. Square/rectangular and circular columns are to be ASTM Specification A500. Blocking to Joist(Toe-nailed) 2-8d 2- 10d each end DEPTH 2" 3" 4" 5" 6%" T' 8'/^ 11" 13" 2" 3" 4" 5^ 6/" 7" 8V- 11" 13" 2'-6" 3'U 4'-0" 5'-0" 8'-0" 2'6" 3'0" 4'6" 6'6" T 6" Wood-frame Wood Screw Anchors Blocking to Sill or Top Plate(Toe-nailed) 3-16d 4- 16d each block 9%2' Wall 3'-0" 4AY 5-6" 6'-6" 9'-0" 3'-0" 4'-6" 5'-6" T-6" 8'-0" 5. All welded connections are to be done by a certified welder and conform to AWS and AISC Ledger Strip to Beam(Face-nailed) 3-16d 4- 16d each joist 11%., r-6" 5-0" 4'-6" 5'-s" 8'-0" 8'-6" 12'-0" T-0" 4'-6" 6'-0' 8'-0" 10'-6" 11'-0" 12'-0" Glass standards. Joist on Ledger to Beam(Toe-nailed) 3-8d 3- 10d per joist �•• 560 r-o" r-o° 1'6° 3'6° 5'-s° 6'-6° 9's^ 13'-6° 1'-0" 3'-0" 5'o^ T-0" 10'-0" 1r o° 13'-6" 15'o° Band Joist to Joist(End nailed} 3-16d 4-16d per joist 560 V-0" V-0" 1'-0" 1'-0" Z-6" T-6" T-0" 11'-0" 15'-0" 1'0" V-0" T-6" 5'-6" 9'-0" 10'-0" 14'-6" 16'-0" 18'0" �"Plywood 6. All weld joints are to use E70XX electrodes. Band Joist to Sill or Top Plate(Toe-nailed) 2-16d (1) 3-16d (1) per foot RECTANGULAR HOLES BASED ON MEASUREMENT OF LONGEST SIDE. CD,, ee ROOF SHEATHING HOLES MAY BE LOCATED VERTICALLY ANYWHERE WITHIN THE WEB.LEAVE 1/8"OF WEB(MINIMUM)AT TOP AND BOTTOM OF HOLE. tail Framing • KNOCKOUTS ARE LOCATED IN WEB AT APPROXIMATELY 12"ON-CENTER;THEY DO NOT AFFECT HOLE PLACEMENT. 7. Steel is to be prime coated. Structural Panels(See Notes 4,5 and 6) 0 FOR SIMFLE SPAN(5-MINIMUM),UNIFORMLY LOADED JOISTS USED IN RESIDENTIAL APPLICATIONS,ONE MAXIMUM SIZE ROUND HOLE MAYBE LOCATED AT THE CENTER OF THE JOIST SPAN PROVIDED THAT NO OTHER HOLES OCCUR IN THE JOIST. Interior Zone 8d 10d 6"edge 112"field Perimeter Edge Zone 8d 10d 6"edge/6"field • DISTANCES ARE BASED ON THE MAXIMUM UNIFORM LOADS FROM CURRENT ILEVEL SPECIFIER'S GUIDES.FOR OTHER LOAD 8. %Z'web stiffeners are to be installed at all point load bearing points and over all column supports. g 8d 10d 6"edge/6"field CONDITICNS OR HOLE CONFIGURATIONS USE ILEVELOTJ-BEAM® SOFTWARE OR CONTACT YOUR ILEVEL REPRESENTATIVE. Washer Gable End Rake with up to 1' Rake Overhang 9. All columns are to be bolted to steel girders with%2"Dolts and to wood girders with%2" lag bolts. CEILING SHEATHING allowable Holes - TJ 10 Joists Plywood Openings Protection; (TyP) Thickness Depends on {� Window Opening Width(I) Gypsum Wallboard 5d coolers 5d coolers 7"edge 110"field 1•„/ 10. All girder splices are to be made above columns. WALL SHEATHING Detail A-Typical Attachment of 3"No.8 Structural Panels(See Notes 1,2,and 3) 8d 14d 6"edge/12"field Microllam @LVL 2 X Diameter of the Plywood Openings Protection to Screws and Parallamo� Largest Hole 1/3 Depth Wood-Frame Building 12"OC Note: In Lieu of Screws, lugs with 5d coolers 5d coolers 7"edge/10"field PSL Hole Zone (Minimum) g Nuts and Washers Maybe Used Gypsum Wallboard " FLOOR SHEATHING d _ �•�@.r 3. tj '�,`� Structural Panels Alternate to 140 Mph Certified Window Installation '�`� �• �+Go� 1"or less 8d 10d 6"edge/12"field t' -'y`{ ;e `J- Header Maximum Round Plywood Panel Window and Door Protection for Wood �� Microllam LVL and Depth Hole Size Framed Buildings '` '*� (1)Nailing requirements are based on wall sheathing nailed 6"on-center at the panel edge. Alternate nailing schedules shall PSL Parallam 43/8" 1" u»7�lir .•r be used where wall sheathing nailing is reduced. For example,if wall sheathing is nailed 3 inches on-center at the panel edge u3 Allowed Hole Zone L/351/2' 13/4' e• _ � 14 113MIddle5pan Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education , C to obtain higher shear capacities,nailing requirements for structural members shall be doubled,or alternate connectors shall 7'/4"to 20" 2° 51 ^ g P 9 q Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed t� See Illustration for Professional En be used to maintain load path. Engineer,Architect,or Land Surveyor,to alter any item in anyway.If an item bearing r.nw-, .t�r�.• .• (2) For wall sheathing within 4 feet of the comers,the four foot edge zone attachment requirements shall be used. NOTES; Allowed Hole Zone the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Land Surveyor shall affix to the item histher seal and the notation"Altered b followed b his/her • "� (3)Tabulated 12 inch o.c. nail spacing assumes wall sheathing attached to stud framing members with 0.42<G<0.49. 1�oN'ad Hole Zone suitable for Uniformly Loaded Headers and Beams Only y y" Y 2. Round Holas Only signature and the date of such alterations,and a speck description of the alteration. (4) For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak,the 4 foot 3 No Holes in Cantilevers perimeter zone attachment requirements shall be used. 4. No Holes in Headers or Beams in Plank Orientation (5)Tabulated 12 inch o.c. nail spacing assumes roof sheathing attached to rafter/truss framing members with G>0.49.For 5, Do Not Cut ,Notch or DO!Holes in Headers Except as Indicated in Illustrations and Tables framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. C. Any Opening Outside These Constraints Must be Approved by the Structural Engineer " - ' " CondonEngineering, P.C.. ■ ■ (6)For wind speeds greater than 130 mph,blocking is required which transfers shear load to two additional rafters(3 rafters in Scale: 1/4 - 1 -0 total). T ical I Level LVL Penetration eiCn1 Residence (7)For exterior panel siding,galvanized box nails shall be permitted to be substituted for common nails. Y� Drawn by : JJC 1755 Sigsbee Road 1495 Arrowhead Lane Schedule and Detail Mattituck, New York 11952 Peconic, NY 11958 NOT TO SCALE Date : 3-30-2021 (631) 298-1986 ,i