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Home My WebLink About48140-Z f FFoi�rt 0�0 l'pG Town of Southold 10/27/2023 a y� , P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44701 Date: 10/27/2023 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 710 Pine Tree Rd., Cutchogue SCTM#: 473889 Sec/Block/Lot: 104.-1-10 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/7/2022 pursuant to which Building Permit No. 48140 dated 8/1/2022 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: demolition as per Town definition and reconstruction of existing single family dwelling with additions and alterations, including ara-ge and covered front entry, as applied for. 1 The certificate is issued to Schaffer,Christopher of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-22-0883 2/8/2023 ELECTRICAL CERTIFICATE NO. 48140 3/1/2023 PLUMBERS CERTIFICATION DATED 3/9/2023 Kf4 S ckenbur Aut o 'ze S nature r Yom` TOWN OF SOUTHOLD oho y BUILDING DEPARTMENT N 2 TOWN CLERK'S OFFICE SOUTHOLD, NY '1�'11Q1 ��pl;gf 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#: 48140 Date: 8/1/2022 Permission is hereby granted to: Schaffer, Christopher 7206 Avenue B Bellaire, TX 77401 To: Construct additions and alterations (meets town definition of a demo) to existing single family dwelling as applied for, with SCHD approval. At premises located at: 710 Pine Tree Rd., Cutchogue SCTM #473889 Sec/Block/Lot# 104.-1-10 Pursuant to application dated 6/7/2022 and approved by the Building Inspector. To expire on 1/31/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,255.20 CO-ADDITION TO DWELLING $50.00 Total: $1,305.20 Building Inspector oF so�ryol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 sean.devlin@town.southold.ny.us Southold,NY 11971-0959 Q�yCOU�'�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Christopher Schaffer Address: 710 Pine Tree Rd city,Cutchogue st: NY zip: 11935 Building Permit#: 48140 Section: 104 Block: 1 Lot: 10 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: BFE Electric License No: 4211 ME 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 INVENTORY Service 1 ph X Heat Duplec Recpt 56 Ceiling Fixtures 77 Bath Exhaust Fan 3 Service 3 ph Hot Water Gas GFCI Recpt 9 Wall Fixtures Smoke Detectors 3 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures CO2 Detectors Sub Panel A/C Blower 2 Range Recpt Gas Ceiling Fan Combo Smoke/CO 4 Transfer Switch UC Lights Dryer Recpt 30A Emergency Strobe Heat Detectors 1 Disconnect Switches 37 4'LED Exit Fixtures Sump Pump Other Equipment: Hood, Fridge, DW, Oven, Garbage Disposal, W/D Notes: Two Story w/ Unfinished Basement Inspector Signature: Date: March 1, 2023 S. Devlin-Cert Electrical Compliance Form Sol t y'•.• } Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502. P.O.Box 1179 Southold,NY 11971-0959 .r BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. 4,614.0 Owner: Wri5A0'-P SC IS (Please print) Plumber:X" 6-6eC enbIIrO,ef (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (Plumbers Signature) Sworn to before me this day of 20— V Notary Public,- optity. CINDI LE DUDEK Notary Public-State of New York NO.01DU6179106 Qualified in Suffolk County My Commission Expires Dec 24,2023 V OF SOyOIo TOWN OF SOUTHOLD BUILDING DEPT. cuum" 631-765-1802 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) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REM RKS: ✓ t, via DATE �-VVV INSPECTOR SOUIy�� -- !/'I�VLO f # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ UNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]' RENTAL REMARKS: I k I --- CVV DATE INSPECTOR OF SOGIyo� * TOWN OF SOUTHOLD BUILDING DEPT. `ycourm, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [. 9 FOUNDATION 2ND [ ] INSULATION/CAULKING [✓fFRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS:- A-6A JQ i'L.oi5,& 01A15 4or— c 0 va-A-11 k-Am - • URa-hoz �n a,cCcss ,�as�tiiuz� - �a� insr��c�1, DATE INSPECTOR G?Arla Imo- 30a� OF SOpT�olo u # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPEC ION [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ . ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: L/04" (dam w 0 1- v r DATE 10 lW'V2,,,- INSPECTOR 1� oesouryO� L 1 Q `1 to Tj Affk/ f TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [" ] FIREPLACE & CHIMNEY [ ] FIRE-SAFETY INSPECTION [ ] TIRE RESISTANT CONSTRUCTION [. ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) j CODE VIOLATION [ ] PRE C/O REMARKS: / r O DATE INSPECTOR qqiqo �o��OF S00Tyo� - - - - # # TOWN OF SOUTHOLD BUILDING DEPT. `yca631-765-1802 INSPEC ON [ ] FOUNDATION 1ST [ OUGH PLBG. [ ] FOUNDATION 2ND [ INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMAR S: of n\ MA r �- � lS vV WAoh, y DATE INSPECTOR jpd I q O �O��OE 50UTyOlo # # TOWN OF SOUTHOLD BUILDING DEPT. cou631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL N��i C.o [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATIONn, [ ] PRE C/O [ ] RENTAL REMARKS: nd. 6VA" P(t6 -VOV 5�0 P 4 CALRInO�09 /..A (41Uo U&�V\ V if w� � l , DATE 3 ?' INSPECTOR hO�aOF SOOTyO� // * TOWN �FC SOUTHOLD BUILl G DEPT. courm, 631-765-1802 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) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTALr REMARKS: -1ti`�'° VAI tj R DATE INSPECTOR v if 0. 14-0 June 3, 2023 ® E C E P U aU6 14 2023 Ms. Nancy Dwyer Building Department Building Department 1! Town of Southold Town of Southold STEVEN M.KELLER,AIA 54375 Main Road 17 KEELER STREET Southold, NY 11971 HUNTINGTON,NY 11743 0:(631)271-9505 M:(631)875-6767 skeller@skarchitect.net Re: Additions&Alterations to Schaffer Residence www.skarchitect.net 710 Pine Tree Road Cutchogue, NY 11935 SCTM: 1000-104-01-10 r B.P.#48140 Arch.#2121 Dear Ms. Dwyer: Earlier this week, I had heard from the office of the contractor who had done the construction work for this project.They had informed me that the Town of Southold wants a letter from the architect about a ridge beam substitution. My understanding is that the specified 2x12 ridge beam was changed to an 1.75"x 11.875" LVL. I approve of that change for the new ridge beam is stronger and straighter, hence more superior than the 2x12 original specified. If there are any questions on the above information, please contact my office for clarifications. Respectfully Submitted, cotes lit Steven M. Keller,AIA Cc Gary Bechhoff, G.B. Construction and Development, Inc. Jenn Bigelow, G.B. Construction and Development, Inc, THERMAKRAFY INSULATION, INC. 'Don't feel the Draft, Insulate with T'hermcakraft." Specializing in Drywall & Taping 19 Colony Rd., Port Jefferson Sta., NY 11776 Ph/Fax: (63 Y) 928-1618 Date: .. INVOICE .e' •F . DATE DESCRIPTION .�—,� •k L ' -. '. � ._. _S-._, _;_ � .�, x + {._ .. r, F•�t'. r_ ._.1, t..r= ._ .. .. ._ .. _ .., � ... _.... .. 3'...` __ . l..:. (1_ } -".Jw ,. i ._ ,. ,_.. a. i •+, ei.� .. '.r..1,,..r. .r. _v,.'.-.f h..)-... SUBTOTAL: JUN 1 2 2023 TAX: r� -,Y TOTAL: t BALANCE DUE: ~ - COUNTY OF SUFFOLK G STEVEN BELLONE SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF HEALTH SERVICES GREGSON H. PIGOTT, MD, MPH Commissioner GARY BECHHOFF December 20, 2022 870-1 MARCONI AVENUE RONKONKOMA, NY 11779 710 PINE TREE RD; CUTHOGUE R-22-0883 Inspection Completion Report GARY BECHHOFF, The Office of Wastewater Management has performed an inspection of your site on 12/19/2022. The inspection of the Sewage Disposal System and/or Water supply, as required by the approved plans and permit conditions, has been completed and found to be acceptable. The review of the `Final Paperwork" may require the need for additional inspections. Please do not hesitate to call (631) 852-5700 with any questions. Regards, Office of Wastewater Management CC: CHRISTOPHER SCHAFFER DANIEL FALASCO is ;.a JUN 12 2023 �1 DIVISION OF ENVIRONMENTAL QUALITY-OFFICE OF WASTEWATER MANAGEMENT 360 Yaphank Avenue,Suite 2C,Yaphank, NY 11980 ` � (631)852-5700 1 Fax(631)852-5755 Building Envelope and Duct Tightness Report 2018 IECC as amended by the 2020 New York State Supplement,sections 402.4.1.2 and 403.3.4 Address of Test 710 Pine Tree Road,Cutchogue,NY-11935 Test Date :2%15/2023 Building Permit#:48140 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 Area Volume Conditioned Basement Basement 1018 7802 ❑ Conditioned Gawl Space 1st 1096 9226 ❑'Sealed Attic 2nd 1292 12227 *The conditioned floor area of dwelling,is calculated in 3rd ac. ance i h ANSI Z765,except that conditioned floor Attic 3736 rea includes ar as wh a the ceiling height is less than 5 Total Volume 32991 ft' "U CFM @50 pa 1551 Air chaiiges/hf1(&5 a 2.82 Code Compliance: Pass Duct Tightness: Post Construction,Test-Total Duct Leakage System-1::Within Condition Space Duct Location Conditioned Space Floor Area Leakage CFM-@ 25pa N/A CFM/100 ft2 CFA N/A Code-Compliance: Exempt System-2: 2nd Floor Duct Location Attic Floor Area 1292 Leakage: CFM @ 25pa 42 CFM/100' ft2 CFA 3.25 Code Compliance: Pass System-3: Duct Location _ Floor Area Leakage CFM @ 25pa CFM/1.00 ft2 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 n'ed by 2020 ew York State Supplement,Section 4033.4. Signature: Date: 2/15/2023, Christopher Silvia,.Home Energy Solutions Load Short Form Job: 710 Pine Tree Road 1NC1g�1SC1ft6 Date: November 7,2022 Entire House By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 710 Pine Tree Road, Cutchogue, NY 11935 Design Information Htg Clg Infiltration Outside db (°F) 8 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD (°F) 64 9 Fireplaces 0 Daily range - M Inside humidity (%) 40 50 Moisture difference (gr/Ib) 40 30 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) AHU1 1094 17266 16573 800 800 AHU2 1189 16731 10168 700 525 Entire House 2283 33997 26068 1500 1325 Other equip loads 5817 818 Equip. @ 1.00 RSM 26886 Latent cooling 3265 TOTALS 1 2283 1 39814 1 30150 1 1500 1 1325 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ` wrightsoft', 2022-Nov-0811:21:05 ��+T . ,..•a.. ,v e,, ,,, Right-Suite®Universal 2022 22.0.04 RSU25299 Page l ACCK ...0 Pine Tree Road\710 Pine Treat Road ManJSD.rup Calc=MJ8 House Front faces: N Load Short Form Job: 710 Pine Tree Road wrightsaft° Date: November 7,2022 A H U 1 By: Gerson Rubio ti Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 710 Pine Tree Road, Cutchogue, NY 11935 Design Information Htg Clg Infiltration Outside db (°F) 8 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD (°F) 64 9 Fireplaces 0 Daily range - M Inside humidity(%) 40 50 Moisture difference (gr/Ib) 40 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Rheem Make Rheem Trade RHEEM Trade RHEEM Model R92PA0401317MSA Cond RA1324AJ1NA AHRI ref 6468401 Coil RCF2417STAMCA AHRI ref 7507649 Efficiency 92 AFUE Efficiency 11.0 EER, 13 SEER Heating input 42000 Btuh Sensible cooling 16520 Btuh Heating output 39000 Btuh Latent cooling 7080 Btuh Temperature rise 44 OF Total cooling 23600 Btuh Actual air flow 800 cfm Actual air flow 800 cfm Air flow factor 0.046 cfm/Btuh Air flow factor 0.048 cfm/Btuh Static pressure 0.70 in H2O Static pressure 0.70 in H2O Space thermostat Load sensible heat ratio 0.88 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) CLOS 24 0 0 0 0 ENTRY HALL 155 1985 487 92 24 FAMILY ROOM 209 3629 4251 168 205 LIVING KITCHEN 670 11096 11688 514 564 NEW PR 35 557 146 26 7 AHU1 1094 17266 16573 800 800 Other equip loads 2875 838 Equip. @ 1.00 RSM 17411 Latent cooling 2424 TOTALS I 1094 I 20142 I 19834 i 800 I 800 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. vvrightsof - 2022-Nov-0811:21:05 ..,..., ..,.., '10M —" .," Right-Suite®Universal 2022 22.0.04 RSU25299 Page 2 ...0 Pine Tree Roadk710`Pine Treat Road ManJSD.rup Calc=MA House Front faces: N sa. Load Short Form Job: 710 Pine Tree Road i 1NCIght$o1`4 Date: November 7,2022 A H U2 By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 710 Pine Tree Road, Cutchogue, NY 11935 Design Information Htg Clg Infiltration Outside db (°F) 8 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD (°F) 64 9 Fireplaces 0 Daily range - M Inside humidity (%) 40 50 Moisture difference(gr/Ib) 40 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Rheem Make Rheem Trade RHEEM Trade RHEEM Model R92PA0401317MSA Cond RA1318AJ1NA AHRI ref 6468401 Coil RCF2417STAMCA AHRI ref 7507439 Efficiency 92 AFUE Efficiency 11.0 EER, 13 SEER Heating input 42000 Btuh Sensible cooling 12320 Btuh Heating output 39000 Btuh Latent cooling 5280 Btuh Temperature rise 51 °F Total cooling 17600 Btuh Actual air flow 700 cfm Actual air flow 525 cfm Air flow factor 0.042 cfm/Btuh Air flow factor 0.052 cfm/Btuh Static pressure 0.70 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.81 ROOM NAME Area Htg load Cig load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) BEDROOM 1 178 3370 2043 141 105 BEDROOM 2 247 5067 2671 212 138 LAUNDRY 52 1154 1031 48 53 M.WIC 48 0 0 0 0 MASTER BEDROOM 245 3881 3279 162 169 NEW BATH 60 1320 544 55 28 NEW HALL 218 0 0 0 0 NEW MASTER BATH 111 1938 600 81 31 WIC 1 31 0 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Vlirightr®ft" 2022-Nov-08 11:21:05 .�... Right-Su ite®Universal202222.0.04RSU25299 Page ...0 Pine Tree RoadX710 Pine Treet Road ManJSD.rup Calc=MJ8 House Front faces: N AHU2 1189 16731 10168 700 525 Other equip loads 2942 912 Equip. @ 1.00 RSM 11080 Latent cooling 2517 TOTALS i 1189 I 19673 I 13597 I 700 I 525 r Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. t �5t6ft" 2022-Nov-08 11:21:05 c Right-Suite®Universal 2022 22.0.04 RSU25299 Page 4 ...0 Pine Tree Road\710 Pine Treat Road ManJSD.rup Calc=MJ8 House Front faces: N -4e- BASEMENT 6 4" 6 6" T 22x8 _ 18x8 10x8 �J 8" 8" LA BASEMENT 8" 8" Mechanical Legend F n Sheet Metal Supply Trunk L U Sheet Metal Return Trunk Flex Duct r z Supply Grille/Register o Grille/Register Above g g Wall Grille/Register Job#: 710 Pine Tree Road Home Energy Solutions Scale: 1 : 94 Performed by Gerson Rubio for: Page 1 187 E Main St RightSuite®Universal 2022 710 Pine Tree Road Huntington,NY 11743 22.0.04 RSU25299 Cutchogue,NY 11935 Phone:631-673-0664 2022-Nov-08 11:21:49 home-energysolutions.com gdlamay3@gmail.com ...d\710 Pine Treat Road ManJSD.rt IST FLOOR FCfM CM26 cfm 92 cfmNEW PR ENTRY HALL CLOS Eta T R GARAGE 800 cfm 14x24 141 cfm F 141 cfm y LIVING KITCHEN 7 141 cfm Mechanical Legend Sheet Metal Supply Trunk —? --------] Sheet Metal Return Trunk 141 cfm Flex Duct 0 N Supply Grille/Register Grille/Register Above r� Wall Grille/Register Job #: 710 Pine Tree Road Home Energy Solutions Scale: 1 : 94 Performed by Gerson Rubio for: Page 2 710 Pine Tree Road 187 E Main St RightSuite®Universal 2022 Cutchogue,NY 11935 Huntington,NY 11743 22.0.04 RSU25299 Phone:631-673-0664 2022-Nov-08 11:21:51 home-energysolutions.com gdlamay3@gmail.com ...d\710 Pine Treet Road ManJSD.n. 2ND FLOOR NEW MASTER BATH NEW BATH NEW HALL 81 cfm 6" BEDROOM 2 LAUNDRY M.WI1 55 cfm 14" 106 cfm 5 53 cfm MASTER BEDROOM 10" a" 4„ s" 6° 00 cfm 6" 85 cfm WIC 1 106 cfm 6„ 8.. cfm 85 cfm BED!6141 OM 1 Mechanical Legend ' U Sheet Metal Supply Trunk }-——————-E] Sheet Metal Return Trunk Flex Duct 0 (� Supply Grille/Register Grille/Register Above r Wall Grille/Register Job#: 710 Pine Tree Road Home Energy Solutions Scale: 1 : 94 Performed by Gerson Rubio for: Page 3 71 o Pine Tree Road 187 E Main St RightSuite®Universal 2022 710 Pin e,NY Road Huntington,NY 11743 22.0.04 RSU25299 CutcPhone:631-673-0664 2022-Nov-08 11:21:51 home-energysolutions.com gdlamay3@gmail.com ...d\710 Pine Treet Road ManJSD.rL Manual S Compliance Report Job: 710 Pine Tree Road wright$oft" Date: November 7,2022 A H U 1 By: Gerson Rubio Home Energy Solutions 187E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 710 Pine Tree Road, Cutchogue, NY 11935 Cooling Equipment Design Conditions Outdoor design DB: 84.0°F Sensible gain: 17411 Btuh Entering coil DB: 77.3°F Outdoor design WB: 71.2°F Latent gain: 2424 Btuh Entering coil WB: 63.8°F Indoor design DB: 75.0°F Total gain: 19834 Btuh Indoor RH: 50% Estimated airflow: 800 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RA1324AJ1NA+RCF2417STAMCA Actual airflow: 800 cfm Sensible capacity: 18900 Btuh 109%of load Latent capacity: 4900 Btuh 202%of load Total capacity: 23800 Btuh 120%of load SHR: 79% Heating Equipment Design Conditions Outdoor design DB: 8.0°F Heat loss: 20142 Btuh Entering coil DB: 67.1°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Prop furnace Manufacturer: Rheem Model: R92PA0401317MSA Actual airflow: 800 cfm Output capacity: 39000 Btuh 194%of load Temp. rise: 50 OF Meets all requirements of ACCA Manual S. - - wrightsoft- 2022-Nov-0811:21:05 Right-Suite®Universal 2022 22.0.04 RSU25299 Page 1 0 Pine Tree Road\710 Pine Treet Road ManJSD.rup Calc=MJ8 House Front faces: N Job: 71 Pine wrightsoft' Manual S Compliance Report Dae: NovemberTree o22d A H U2 By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 710 Pine Tree Road, Cutchogue, NY 11935 Cooling Equipment Design Conditions Outdoor design DB: 84.0°F Sensible gain: 11080 Btuh Entering coil DB: 78.6°F Outdoor design WB: 71.2°F Latent gain: 2517 Btuh Entering coil WB: 64.5°F Indoor design DB: 75.0°F Total gain: 13597 Btuh Indoor RH: 50% Estimated airflow: 525 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RA1318AJ1NA+RCF2417STAMCA Actual airflow: 525 cfm Sensible capacity: 13000 Btuh 117% of load Latent capacity: 3600 Btuh 143% of load Total capacity: 16600 Btuh 122% of load SHR: 78% Heating Equipment Design Conditions Outdoor design DB: 8.0°F Heat loss: 19673 Btuh Entering coil DB: 66.3°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Prop furnace Manufacturer: Rheem Model: R92PA0401317MSA Actual airflow: 700 cfm Output capacity: 39000 Btuh 198% of load Temp. rise: 51 °F Meets all requirements of ACCA Manual S. Weightsol0•t" 2022-Nov-0811:21:05 .e=.,•. ,m,.,,, Right-Suite®Universal 2022 22.0.04 RSU25299 Page t 0 Pine Tree RoaW10 Pine Treet Road ManJSD.rup Calc=MJ8 House Front faces: N mss. Duct System Summary Job: 710 Pine Tree Road .■ WCI��tS(��b Date: November 7,2022 A H U 1 By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 710 Pine Tree Road, Cutchogue, NY 11935 Heating Cooling External static pressure 0.70 in H2O 0.70 in H2O Pressure losses 0.39 in H2O 0.39 in H2O Available static pressure 0.31 in H2O 0.31 in H2O Supply/return available pressure 0.194/0.116 in H2O 0.194/0.116 in H2O Lowest friction rate 0.104 in/100ft 0.104 in/100ft Actual air flow 800 cfm 800 cfm Total effective length (TEL) 298 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 ENTRY HALL h 1985 92 24 0.111 6.0 Ox 0 VIFx 35.0 140.0 st3A FAMILY ROOM c 2126 84 103 0.138 6.0 Ox 0 VIFx 20.8 120.0 st3 FAMILY ROOM-A c 2126 84 103 0.131 6.0 Ox 0 VIFx 13.5 135.0 st3 LIVING KITCHEN c 2922 129 141 0.137 8.0 Ox 0 VIFx 12.3 130.0 st3 LIVING KITCHEN-A c 2922 129 141 0.144 8.0 Ox 0 VIFx 24.8 110.0 st3 LIVING KITCHEN-B c 2922 129 141 0.104 8.0 Ox 0 VIFx 37.0 150.0 st3A LIVING KITCHEN-C c 2922 129 141 0.121 8.0 Ox 0 VIFx 30.0 130.0 st3A NEW PR h 557 26 7 0.110 4.0 Ox 0 VIFx 1 32.3 145.0 st3A Supply Trunk Detail Table Trunk Htg Cig Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st3 Peak AVF 800 800 0.104 800 12.6 8 x 18 ShtMetl st3A Peak AVF 375 313 0.104 675 9.5 8 x 10 ShtMetl st3 TableReturn Branch Detail 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 rb1 Ox 0 800 800 111.3 0.104 343 10.5 24x 14 ShMt rrs1 - wrightso t' 2022-Nov-0811:21:05 Right-Suite®Universal 2022 22.0.04 RSU25299 Pagel /�+ + ...0 Pine Tree Road\710 Pine Treat Road ManJSD.rup Calc=MJ8 House Front faces: N Return Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rrs1 Peak AVF 800 800 0.104 600 10.5 8 x 24 ShtMetl rt1 rt1 Peak AVF 800 800 0.104 655 12.6 8 x 22 ShtMetl .� 1A/91t)17tSo " 2022-Nov-08 11:21:05 ,W,.•,�...�..,....,,�»�u., Right-Suite®Universal 2022 22.0.04 RSU25299 Page 2 ...0 Pine Tree Roadl710 Pine Treat Road ManJSD.rup Calc=MJ8 House Front faces: N Duct System Summary Job: 710 Pine Tree Road 7 �nrrigfttsQft� Date: November 7,2022 A H U2 By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 710 Pine Tree Road, Cutchogue, NY 11935 Heating Cooling External static pressure 0.70 in H2O 0.50 in H2O Pressure losses 0.39 in H2O 0.31 in H2O Available static pressure 0.31 in H2O 0.19 in H2O Supply/return available pressure 0.223/0.087 in H2O 0.137/0.053 in H2O Lowest friction rate 0.116 in/100ft 0.071 in/100ft Actual air flow 700 cfm 525 cfm Total effective length (TEL) 268 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Mat[ Ln (ft) Ln (ft) Trunk BEDROOM 1 h 3370 141 105 0.116 8.0 Ox 0 VIFx 12.5 180.0 st1 BEDROOM 2 h 2533 106 69 0.127 6.0 Ox 0 VIFx 30.0 145.0 st2 BEDROOM 2-A h 2533 106 69 0.126 6.0 Ox 0 VIFx 21.8 155.0 st2 LAUNDRY c 1031 48 53 0.077 4.0 Ox 0 VIFx 11.8 165.0 st2 MASTER BEDROOM c 1640 81 85 0.075 6.0 Ox 0 VIFx 27.0 155.0 st1 MASTER BEDROOM-A c 1640 81 85 0.078 6.0 Ox 0 VIFx 25.0 150.0 st1 NEW BATH h 1320 55 28 0.120 5.0 Ox 0 VIFx 10.8 175.0 st1 NEW MASTER BATH h 1938 81 31 0.121 6.0 Ox 0 VIFx 1 19.3 165.0 st1 • • Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st1 Peak AVF 440 334 0.116 806 10.0 0 x 0 ShtMetl st2 Peak AVF 260 191 0.126 746 8.0 0 x 0 ShtMetl TableReturn Branch Detail Grille Htg Cig 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 0 700 525 75.0 0.116 655 14.0 Ox 0 VIFx wrimghtsoit., 2022-Nov-08 11:21:05 ,. .a..,•, .. ,�,..� ., Right-Suite®Universal 2022 22.0.04 RSU25299 Page 3 ...0 Pine Tree Road\710 Pine Treet Road ManJSD.rup Calc=MJ8 House Front faces: N CGenerated by REScheck-Web Software NJ/ Compliance Certificate Project 710 Pine Tree Road Energy Code: 2018 IECC Location: Cutchogue, New York Construction Type: Single-family JUN 1 2 2023 Project Type: New Construction Conditioned Floor Area: 2,150 ft2 Glazing Area 15% ';' Climate Zone: 4 (5572 HDD) - Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 710 Pine Tree Road Christopher Schaffer Steven M. Keller AIA Cutchoque, NY 11935 7206 Avenue B 17 Keeler Street Bellaire,TX 77401 Huntington, NY 11743 832-331-7461 631-271-9505 skeller@skarchitect.net Compliance: Passes using UA trade-off Compliance: 8.3%Better Than Code Maximum UA: 411 Your UA: 377 Maximum SHGC: 0.40 Your SHGC: 0.27 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Prop.Gross Area Cavity Cont. Prop. Perimeter Ceiling: Flat Ceiling or Scissor Truss 1,345 38.0 0.0 0.030 0.026 40 35 Vaulted: Cathedral Ceiling 80 30.0 0.0 0.034 0.026 3 2 Wall:Wood Frame, 16"D.C. 2,700 15.0 5.0 0.053 0.060 121 137 Front Door: Solid Door(under 50%glazing) 20 0.350 0.320 7 6 Above Grade Wall Windows:Vinyl Frame 402 0.280 0.320 113 129 SHGC: 0.26 Garage Wall:Wood Frame, 16" D.C. 209 15.0 0.0 0.077 0.060 15 12 Garage Door:Solid Door(under 50%glazing) 17 0.200 0.320 3 5 Floor above crawl space:All-Wood joist/Truss 65 19.0 0.0 0.047 0.047 3 3 Floor above garage:All-Wood joist/Truss 330 19.0 0.0 0.047 0.047 16 16 Basement Wall: Solid Concrete or Masonry Wall height: 6.7' 880 0.0 14.0 0.049 0.059 40 49 Depth below grade: 6.1' Insulation depth: 6.7' Basement Door: Solid Door(under 50%glazing) 20 0.200 0.320 4 6 Project Title: 710 Pine Tree Road Report date: 11/08/22 Data filename: Page 1 of10 Gross Area Cavity Cont. Prop. Prop. Perimeter Basement Windows:Vinyl Frame 34 0.340 0.320 12 11 SHGC: 0.40 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Gerson Rubio, P.E. � � � 11/8/2022 Name-Title Signature Date Project Title: 710 Pine Tree Road Report date: 11/08/22 Data filename: Page 2 of 10 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.ID 103.1, !Construction drawings and ❑Complies ;Requirement will be met. 103.2 !documentation demonstrate []Does Not [PR1]1 !energy code compliance for the 1119-1 ;building envelope.Thermal '❑Not Observable envelope represented on ❑Not Applicable construction documents. 103.1, ;Construction drawings and l ;❑Complies ;Requirement will be met. 103.2, 'documentation demonstrate I❑Does Not 403.7 ;energy code compliance for [PR3]1 ;lighting and mechanical systems. ❑Not Observable , !Systems serving multiple l❑Not Applicable ; dwelling units must demonstrate ;compliance with the IECC ; !Commercial Provisions. 1 302.1, !Heating and cooling equipment is: Heating: Heating: ;❑Complies ;Requirement will be met. 403.7 1 I sized per ACCA Manual S based Btu/hr Btu/hr :[]Does Not [PR2]2 !on loads calculated per ACCA i Manual J or other methods ! Cooling: ! Cooling: :[-]Not Observable approved by the code official. Btu/hr Btu/hr !❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 710 Pine Tree Road Report date: 11/08/22 Data filename: Page 3 of10 Section Plans Verified Field Verified # Foundation Inspection Value Value Complies? Comments/Assumptions & Req.ID 402.1.1 1 Conditioned basement wall ; R- ; R- ;❑Complies ;See the Envelope Assemblies [FO4]1 I insulation R-value.Where interior; QDoes Not ;table for values. insulation is used,verification ; R_ R- J '❑Not Observable ; may need to occur during Insulation Inspection. Not ; l❑Not Applicable ; :required in warm-humid locations I in Climate Zone 3. ; ; ; ; 303.2 (Conditioned basement wall ( 10Complies ;Requirement will be met. [FO5]1 insulation installed per 1 l❑Does Not , . manufacturer's instructions. i J ( J❑Not Observable , j❑Not Applicable 402.2.9 ;Conditioned basement wall ft I ft ;❑Complies ;See the Envelope assemblies [FO6]1 !insulation depth of burial or I I❑Does Not ;table for values. distance from top of wall. 1 ❑Not Observable ❑Not Applicable 303.2.1 lA protective covering is installed l❑Complies ;Exception: Requirement is [FO11]2 ,to protect exposed exterior I []Does Not !not applicable. ;insulation and extends a minimum of 6 in. below grade. IE]Not Observable ❑Not Applicable ; 403.9 ;Snow-and ice-melting system ; j❑Complies :Exception: Requirement is [FO12]2 controls installed. i❑Does Not not applicable. ' l ❑Not Observable ( ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 710 Pine Tree Road Report date: 11/08/22 Data filename: Page 4 of 10 *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 Lawn0-1 _,._._`---`_�.__�-.- ^ ` Drywell ' 1 ist.Patio a` 3 `— 1 36' 6' Lawn 1 Drainage Pipe F Lawn Exist.Residence " Exist.Driveway'' F ' o Drainage Pipe logo/ 27'6 Ex�is�`L�Walk�wa�y 396" %vf Drywell Lawn Lawn p ( , 8'x4'Precast Drywell 4"Solid Drainage Pipe PROJECT: Schaffer Residence CONCEPTUAL LANDSCAPE PLAN:Drainage Layout SCALE:1/8"=1'-0" DATE:6/3/2023 DESIGNER:William A.Rodriguez REVISION Fundamental Yard Elements Corp. 50800 MAIN RD-PO 80X412 SOUTHOLD,NY 11971 (631)765-3312 �'��"' �- � �l� I �{� i s �, • ��-.-. _;--- ' i i-�ti. yg /y F ^r • r,.rti o 1 J �t.• J ri L a • o q • VA �l t,O�'ar,1��' AV .aWXc -,,� ;, fad �� •tix±�,r ti. .- . - ' - 711 A6w ► y � Ale 20 9 M j yds •t` .{ y/J" y .' `4„ r 'Ny`ti�i n•.r•a'�S ryFy�R ^•'NJ i�' �'.^r.: y'ir 1 ,�"7'�y'��c (( ��tsJ'.'''+`1 N• �'i. 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Box 1179 Southold,NY 11971-0959 boy • o� ,; Telephone(631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny.tioy Date Received APPLICATION FOR BUILDING PERMIT 49) For Office Use Only J® E C L E PERMIT NO. Building Inspector: JUN �, gogry Applications and forms must be filled out in their entirety. Incomplete BUILDiNGDEPT applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date: OWNER(S)OF PROPERTY: Name:Christo her Schaffer SCTM#1000-104.00-01 .00-010.000 Project Address:710 Pine Tree Road Cutcho ue, NY 11935 Phone#:832-331-7461 Email:cr's417 mail.com MailingAddress:7206 Avenue B, Bellaire, TX 77401 CONTACT PERSON: Name:Ga Bechhoff MailingAddress:870-1 Marconi Avenue Ronkonkoma, NY 11779 Phone#:516-521-9330 Emallgary@gbconstruction.org DESIGN PROFESSIONAL INFORMATION: Name:Steven Keller, Architect MailingAddress:17 Keeler Street Huntington, NY 11743 Phone#:631-271-9505 Email:skarchitect o tonline.net CONTRACTOR INFORMATION: Name:Sean Bechhoff MailingAddress:870-1 Marconi Avenue Ronkonkoma, NY 11779 Phone#:631-603-6179 Email sea n bconstruction.or DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ,MAddition DAlteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ �O, CC)0 Will the lot be re-graded? ❑Yes ONo Will excess fill be removed from premises? ❑Yes ©No 1 PROPERTY INFORMATION Existing use of property:Single Family Residence Intended use of property:Single Family Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R40 this property? ❑Yes ©No IF YES, PROVIDE A COPY. OO 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 210AS of the New York State Penal Law. Application Submitted By(pr'n name):Gary Bech h off [MAuthorized Agent ❑Owner Signature of Applicant: Q� �✓�� Date: `l� STATE OF NEW YORK) SS: COUNTY OF Suffolk ) Gary Bech h off being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the Contractor (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 day of (�yt-�- ,20 ZZ Notary Public GABRIELLE CORSETTI Notary Public,stato of New York Qualified in 30oik Count Y Lic.#5050248 PROPERTY OWNER AUTHORIZATION Term ExpiresOct2,20� (Where the applicant is not the owner) I Christopher Schaffer residing at 7206 Avenue B, Bellaire, TX 77401 do hereby authorize Gary Bech hoff to apply on be the Town Southold Building Department for approval as d scribed herein. fa Zl17�2� O e ignature Date Christopher Schaffer Print Owner's Name 2 �OS�FF01�.CO BUILDING DEPARTMENT- Electrical Inspector X, TOWN OF SOUTHOLD o Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 V_ \`� o10�elephone (631) 765-1802 - FAX (631) 765-9502 1 \ OCA rogerr(c�southoldtownny.gov seand(n�southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information.Required) Date: O , Company Name: �CO2mix'u'..% EI Electrician's Name: ` License No.: WiE 1.1.21k—C- 2 k„C Elec. email: G C Elec. Phone No: _ LJrequest an email copy of Certi icate Compliance Elec. Address.: t � C `cine l-.r-t JOB SITE INFORMATION (All Information Required) Name: Address: Cross Street: Phone No.: ��— $'1$ - 2.5 Bldg.Permit#: email: E, Tax Map District: 1000 Section: 1 ,24- Block: Lot: --`c BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: Is job ready for inspection?: YETSNO O ough In ❑ Final Do you need a Temp Certificate?: - YEIssued n z s cLjZZ a Temp Information: (All information required) Service Size®1 P.h❑3 Ph Size: A # Meters— Old Meter# Pew Service❑Fire Reconnect[—]Flood Reconnect[:]Service Reconnecderground❑Overhead # Underground Lateral o 2- Frame Pole Work done on Service? - N Additional Information: v"S PAYMENT DUE WITH APPLICATION I011 ?� ID q3 a� 0 ��fFO BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD ® =` `Town Hall Annex - 54375 Main Road - PO Box 1179 • 7 Southold, New York 11971-0959 ®1%Velephone (631) 765-1802 - FAX (631) 765-9502 rogerr(@southoldtownny.gov - seandCa)-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: ® (o, Z Company Name: \ k` Electrician's Name: ` License No.: � .It_C- Elec. email: G C Elec. Phone No: 0_ b2 request an email copy of Certs irate Y Compliance Elec. Address.: ig d C cltie n JOB SITE INFORMATION (All Information Required) Name: Address: ;.� Cross Street: Phone No.: Bldg.Permit#: .g \-k-C) email: cE, Tax Map District: 1000 Section: 1124. Block:-\ Lot: --..,o BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Gr. OV ck.At- ` o-r\ Cti% 124cJ.4, L cr Square Footage: c� Circle All That Apply: Is job ready for inspection?: YE O ough In ❑ Final Do you need a Temp Certificate?: :YES NO Issued n SS C/ 6 ZZ Temp Information: (All information required) Service SizeZ5 Ph❑3 Ph Size: s A # Meters- Old Meter# 9 ew Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnecderground❑Overhead # Underaround Laaterals`L r-]2 0- -a- -FramP I—I Pole Work Anna on Service? tV Additional Information: 1(1 e eel -�-�r,�(� `�1^�✓S PAYMENT DUE WITH APPLICATION 10 q 10J r/3 L PERMIT # Address: Switches Outlets G FI's Surface Sconces H H's UC Lts Fans Fridge HW Exhaust Oven W/D Smokes DW Mini Carbon Micro Generator Combo Cooktop Transfer AC AH Hood Service Amps Have Used Special: Comments ro�guFFOL��o��t� BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD ® Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 *011111Telephone (631) 765-1802 Temporary Certificate # 13l b Date 940 2022 Customer Name j/ Electrician Name AddrefiS /a IA Phone e-mail 61 e-mail 13 AOe A,0 Phone License# Size_07—, A Phase _ Overhead Underground #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# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid fo y ate above. Authorized by - ---------------------------------------------- ACOR ® CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYY`() 04/15/2022 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 Dawn Saviano NAME: AssuredPartners Northeast,LLC. PHONE (631)465-4000 FAX (631)4654005 -(At No Extl: AIC No): 100 Baylis Road E-MAIL dawn.saviano@assuredpartners.com ADDRESS: Suite 300 INSURER(S)AFFORDING COVERAGE NAIC# Melville NY 11747 INSURERA: Evanston Insurance Co. 35378 INSURED INSURER B: Merchants Mutual Insurance Company 23329 G.B.Construction and Development Inc. INSURERC: Princeton Excess and Surplus Lines Insurance Company 10786 870-1 Marconi Avenue INSURER D: INSURER E Ronkonkoma NY 11779 INSURER F: COVERAGES CERTIFICATE NUMBER: 22-23 REVISION NUMBER: THIS IS TO CERTIFYTHATTHE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMEDABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE 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 AULJL 5U13K POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER MM/DD MM/DD LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE �OCCUR PREMISES Ea occurrence $ 100,000 X Contractual Liability MED EXP(Any one person) $ 0 A Y MKLVlPBC002488 04/14/2022 04/14/2023 PERSONAL BADV INJURY $ 1,000,000 GEN'LAGGREGATE LIMITAPPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY 19 PRO ❑ 2,000,000 JECT LOC PRODUCTS-COMP/OPAGG $ OTHER: $ AUTOMOBILE LIABILITYCOMBINED SINGLE LIMIT $ 1,000,000 Ea accident X ANY AUTO BODI LY I NJURY(Per person) $ B OWNED SCHEDULED CAP1081667 04/14/2022 04/14/2023 BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per accident X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 5,000,000 C EXCESS LIAB CLAIMS-MADE 60A3UB0000486-00 04/14/2022 04/14/2023 AGGREGATE $ 5,000,000 DED I I RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVEEl N/A E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space Is required) Certificate holder is included as an additional insured. 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 Town Hall Annex Building ACCORDANCE WITH THE POLICY PROVISIONS. 54375 Route 25 AUTHORIZED REPRESENTATIVE PO Box 1179 ^ Southold NY 11971 ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD NYSI F New York State Insurance Fund PO Box 66699,Albany,NY 12206 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE D D ^AAAAA 113311814 COTGREAVE INSURANCE AGENCY INC 558 PORTION ROAD RONKONKOMA NY 11779 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER GB CONSTRUCTION&DEVELOPMENT INC TOWN OF SOUTHOLD 870-1 MARCONI AVE TOWN HALL ANNEX BUILDING RONKONKOMA NY 11779 PO BOX 1179 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 11286948-3 689297 12/10/2021 TO 12/10/2022 3/22/2022 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 1286 948-3, 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. GB CONSTRUCTION&DEVELOPMENT INC GARY J BECHHOFF JOANNE C BECHHOFF 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. NEW YORK STAT SU NCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:949432205 I I_�R <NTE'A Workers' E Compensation CERTIFICATE OF INSURANCE COVERAGE Board NYS DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by NYS disability and Paid Family Leave benefits carrier or licensed insurance agent of that carrier 1 a.Legal Name&Address of Insured(use street address only) 1 b.Business Telephone Number of Insured G.B.CONSTRUCTION&DEVELOPMENT INC 631-878-5865 870-1 MARCONI AVE. RONKONKOMA,NY 11779 1c.Federal Employer Identification Number of Insured Work Location of Insured(Only required if coverage is specifically limited to or Social Security Number certain locations in New York State,i.e.,Wrap-Up Policy) 113311814 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) ShelterPoint Life Insurance Company Town of Southold Town Hall Annex Building 54375 Route 25 3b. Policy Number of Entity Listed in Box"1 a" PO Box 1179 DBL67693 Southold, NY 11971 3c.Policy effective period 12/21/2021 to 12/20/2022 4. Policy provides the following benefits: © A.Both disability and paid family leave benefits. ❑ B.Disability benefits only. ❑ C.Paid family leave benefits only. 5. Policy covers: © A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law. ❑ B.Only the following class or classes of employers employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as described above. �� Date Signed 3/22/2022 By (Wd UI, t (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number 516-829-8100 Name and Title Richard White, Chief Executive Officer IMPORTANT: If Boxes 4A and 5A are checked, and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE. Mail it directly to the certificate holder. If Box 4B,4C or 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220, Subd. 8 of the NYS Disability and Paid Family Leave Benefits Law. It must be emailed to PAU@wcb.ny.gov or it can be mailed for completion to the Workers'Compensation Board, Plans Acceptance Unit, PO Box 5200, Binghamton, NY 13902-5200. PART 2.To be completed by the NYS Workers'Compensation Board (only if Box 4B,4C or 513 have been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law(Article 9 of the Workers'Compensation Law)with respect to all of their employees. Date Signed By (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title Please Note:Only insurance carriers licensed to write NYS disability and paid family leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-920.1.Insurance brokers are NOT authorized to issue this form. DB-120.1 (12-21) 111111111°°°1°1°1°°1°1°111°!�u°°°°�IIIIII Additional Instructions for Form D13-120.1 By signing this form, the insurance carrier identified in Box 3 on this form is certifying that it is insuring the business referenced in Box 1a for disability and/or Paid Family Leave benefits under the NYS Disability and Paid Family Leave Benefits Law. The insurance carrier or its licensed agent will send this Certificate of Insurance Coverage (Certificate)to the entity listed as the certificate holder in Box 2. The insurance carrier must notify the above certificate holder and the Workers' Compensation Board within 10 days IF a policy is cancelled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from coverage indicated on this Certificate. (These notices may be sent by regular mail.) Otherwise, this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent, or until the policy expiration date listed in Box 3c, whichever is earlier. This Certificate is issued as a matter of information only and confers no rights upon the certificate holder. This Certificate does not amend, extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This Certificate may be used as evidence of a NYS disability and/or Paid Family Leave benefits contract of insurance only while the underlying policy is in effect. Please Note: Upon the cancellation of the disability and/or Paid Family Leave benefits policy indicated on this form, if the business continues to be named on a permit, license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Insurance Coverage for NYS disability and/ or Paid Family Leave Benefits or other authorized proof that the business is complying with the mandatory coverage requirements of the NYS Disability and Paid Family Leave Benefits Law. NYS DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW §220. Subd. 8 (a) The head of a state or municipal department, board, commission or office authorized or required by law to issue any permit for or in connection with any work involving the employment of employees in employment as defined in this article, and not withstanding any general or special statute requiring or authorizing the issue of such permits, shall not issue such permit unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that the payment of disability benefits and after January first, two thousand and twenty-one, the payment of family leave benefits for all employees has been secured as provided by this article. Nothing herein, however, shall be construed as creating any liability on the part of such state or municipal department, board, commission or office to pay any disability benefits to any such employee if so employed. (b) The head of a state or municipal department, board, commission or office authorized or required by law to enter into any contract for or in connection with any work involving the employment of employees in employment as defined in this article and notwithstanding any general or special statute requiring or authorizing any such contract, shall not enter into any such contract unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that the payment of disability benefits and after January first, two thousand eighteen, the payment of family leave benefits for all employees has been secured as provided by this article. 1313-120.1 (12-21) Reverse CGenerated by REScheck-Web Software �(J Compliance Certificate Project Additions and Alterations to the Schaffer Residence Energy Code: 2018 IECC Location: Cutchogue, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 710 Pine Tree road Steven Keller Cutchogue, NY 11935 Steven M. Keller,AIA,Architect 17 Keeler Street Huntington, NY 11743 16312719505 skeller@skarchitect.net �j Compliance: Passes using UA trade-off Compliance: 8.1%Better Than Code Maximum UA: 409 Your UA: 376 Maximum SHGC: 0.40 Your SHGC: 0.27 The%Better or worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Prop.Gross Area Assembly or Cavity Cont. Req. Prop. Ceiling: Flat Ceiling or Scissor Truss 1,014 38.0 0.0 0.030 0.026 30 26 Ceiling 1: Cathedral Ceiling 309 30.0 0.0 0.034 0.026 11 8 Wall: Wood Frame, 16"o.c. 3,030 15.0 5.0 0.053 0.060 136 155 Door 1: Solid Door(under 56%glazing) 41 0.330 0.320 14 13 Door 2: Glass Door(over 50%glazing) 40 0.330 0.320 13 13 SHGC: 0.32 Window:Wood Frame 374 0.280 0.320 105 120 SHGC: 0.26 Floor:All-Wood Joist/Truss 519 30.0 0.0 0.033 0.047 17 24 Floor 1:All-Wood joist/Truss tVD 11063 19.0 0.0 0.047 0.047 50 50 �QAPC Compliance Statement: The propose + +bed here is consistent with the building plans,specifications, and other calculations submitted with the per ruff.. rpiq`s d building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web mpy ith ndtory requir a is isted in the REScheck Inspection Checklist. STEVEN ICE t-�Ef� �N . rv•3-2y�2 Name-Title Date 0i 703 -g. F N . Project Title: Additions and Alterations to the Schaffer Residence Report date: 06/03/22 Data filename: Pagel of 2 C DESCRIBED PROPERTY N 23°50'00°' w222.72' SITUATED AT � DWELLING/PUBLIC WATER — — — — — — CUTCHOGUE TOWN OF SOUTHOLD LOT AREA: ABANDON EXISTING POLE SUFFOLK COUNTY, NEW YORK 26,691 SF SANITARY SYSTEM C z ELEV. w I 21.8 I �" C I ELEV. �E��' EXOP. I cWi; n n 0 23.4 ELEC. FOR / 8'0EFFxDEP' I/A UNIT l TH LEACHING 5' ROY K. REISSIG, P.E. -1 C.0. 8 o POOL MIN. ��., FEB. 26, 2022 1 & 2 STORY 1 10' MIN. I b ELEV. 22.2 ONE FAMILY MIN. _ SOIL 0.3' TOP SOIL (PT) DWELLINGI ONE STORY I 3 BEDROOMS I z BORING ADDITION 1st FL. 1,100 SF 5.7' BROWN SILTY a, 1 TORYI 2nd FL. 1,200 SF I ERVICE �] SAND (SM) a I TOTAL: 2,300 SF PARTIAL BASEMENT m- F.F. ELEV. 27.2 HYDRO ACTION AN400 TREATMENT UNIT W/ INTEGRAL VENT & CONTROL PANEL I 17.0' • Abandownm Of®Cisdpg Samilmy Systema mua be in I 8.0' BROWN SAND C+l�f wft deparmiM mqubemat SubmitI 0 AND TRACE OF SECOND GARAGE GRAVEL (SP) COIIIpICtedforM '08�_$8 STORY 510 SF b � I TWO STORY 3.0' LIGHT BROWN ENGINEERes CERTIFICATION RE*LIIRE®. ADDITION ELEV. I TEST HOLE DATA SAND (SP) o I SUUMIT P-E- OR FR,A- CCRTFrICATIO" 25.2 N.T.S. O FOR INSTALLATION AND GON 9STRUCTION ELEV. 0 24,2 o NO WATER ENCOUNTERED OF I/A OWTS DRIVEWAY o FoR FINA L A PPRO V Al.. v W POLE n m a S 23°50'00" E DWELLING/PUBLIC WATER DWELLING/PUBLIC WATER 222.72' m o � o O O Hydro Action I/A OWTS — — SCTM#. 1000-104-1 -10 HORTON ROAD 710 PINE TREE ROAD, PECONIC SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES PERMIT FOR APPROVAL OF CONSTRUCTION FOR A SINGLE FAMILY RESIDENCE ONLY c)FNEw�-o DANIEL R . FALASCU , P . E . , P . C . NOTES: DATE 7/8/22 H.S. REF. No. R-22-0883 �� ANO STORM DRAINAGE ON SITE APPROVED- wl, 221' CONSULTING ENGINEER •No POTABLE WELLS WITHIN 150' OF SANITARY SYSTEM FOR MAXIMUM OF 4 BEDROOMS ! 94 STEUBEN BLVD., NESCONSET, NY 11767 EXPIRES THREE YEARS FROM DATE OF APPROVAL (516) 317-7209 10. 0569DATE SCALE DRAWING NO. �� 03-05-22 1"=20' � SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES FopR�FESSIONP�' FINISHED GRADE 118' X60 67 CONCRETE COVER N ' MIN 4" DIA SDR 35 PVC PIPE OR EQUIVALENT N NOTE: PR❑VIDE SECONDARY r "6;:z:NW MIN. 2.0' MAX. GRATES FOR COVERS PITCHED 1/8"-1' MIN. ®®®®9® 021,125 V 020,750 e 999 . Q J 51 1/2-r X64 0 ®®®®®®® PRECAST SANITARY CN w t ®®®® In RINGS (TYP) 070 m REMOTE PLC CONTROL PANEL W/ HP80 COMPRESSOR © z 3' MIN. COLLAR MATERIAL TO ®®®®® CONSIST OF CLEAN ®®®® SAND AND GRAVEL PL❑ LINE ® 3' MIN. ABOVE HIGHEST EXPECTED GROUNDWATER BACKFILL MATERIAL TO BE 72 1/4 O O CLEAN SAND & GRAVEL 64 63 6' MIN. PENETRATION INTO VIRGIN STRATA OF SAND & GRAVEL S.C.D.H.S. SANITARY LEACHING POOL DETAIL N.T.S. B 40 1/2 60 BILL OF MATERIALS ITEM PIN DESCRIPTION QTY: \ --- \I-Fn-E' FEL'_ -iC\ C'/PLET- A 1 - - 1 HYDROACTION TREATMENT UNIT B 130002 KIT, SNG 2 TANK CONNECTING STADARD 1 C 2�5 'GilFLETE 1 ECB DP1 ---- ------ --0 DOSING PUMP o \ __-i 4P/00 AT, ,. PLATS 7P/ -EHPLE-E 1 MAIN DWELLING ELEC PANEL E SC-3 -LEC-FLC u_,l--__-_-::U-i 1 c6 2 RP1 ------ ---- --C)RECIRCULATION PUMP TYPICAL HYDRO ACTION AN400 DETAIL F-1 QUICK N.T.S. DISCONNECT CB 3 MP 1 -------- -- --O MIXER PUMP SWITCH MIDWEST P065P CB 4 C1 AIR __ ____ ________ AIR HOSE PUMP TO DIFFUSER CB 5 I I TO CONTROL 1❑-------- --Q RECIRC TIMER ENABLED I I ----J L--- ------ Lt PANEL 2 05------- ----- --QHIGHWATER ALARM ©---- ------------ OF NEW /� /� CIRCUIT BREAKER SPECIFICATIONS P�� F y0 DANIEL R . 'ALA S C 0 , P . E . , P . C . CB A - 30 AMP CB 1 - 20 AMP — ------- FIELD WIRING a `0 CONSULTING ENGINEER CB 2 - 20 AMP GROUND MANUFACTURER WIRING CB 3 - 20 AMP 94 STEUBEN BLVD., NESCONSET, NY 11767 CB 4 - 10 AMP ------------- PNEUMATIC HOSE (FIELD INSTALL) c� F � (516) 317-7209 CB 5 - 10 AMP 'GJ, /�o. � WIRING SKETCH Fo"Rof' ssONP� DATE SCALE DRAWING N0. 03-05-22 N.T.S. 2 DESCRIBED PROPERTY `z' N 23.50'00" W OWEWNG/PUBUC WATER 222.22' SITUATED AT — — — — — — — — CUTCHOGUE U.G.ELECT. TOWN OF SOUTHOLD LOT AREA: SERVICE POLE SUFFOLK COUNTY, NEW YORK 26,691 SF ELEv. 21.6 I u 1 VENT I cA a CONTROL PANEL FOR A-56' 6'0 x 12' I PANEL UNIT B-20.5' EFF.DEPTH Y O LEACHING ROY K. REISSIG. P.E. --I POOL o FEB. 26, 2022 1 & 2 STORY BI C.O. A-63, P �? ELEV. 22.2 ONE FAMILY I B-34' SOL I ~ 0.3' TOP SOIL (PT) I 3 BEDROOMS I DWELLING BORING I m I 1 ORYI 1st FL. 1,100 SF I WATER 5.7' BROWN SILTY 2nd FL. 1.200 SF SDZVICE �] SAND (SM) > I 300 SF PARTIAL.BASEMENT F.F. ELEV. 27.2 HYDRO ACTION AN400 TREATMENT UNIT W/INTEGRAL VENT&CONTROL PANEL I 17.0' T T I x1 8.0' BROWN D TRACE OF J I C) GRAVEL (SP) I 2 STORY I b 1 I A 3.0' LIGHT BROWN SAND (SP) ELEV. I TEST HOLE DATA o I 25.2 N.T.S. Q ' 0 24,2 p NO WATER ENCOUNTERED DRNEWAY o 0 c POLE S 23°50'00" E DWELUNG/PUBLIC WATER DWEWNG/PUBUC WATER 222.22 A S BUILT 0 - - R- 22- 0883 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES SCTM#. 1000-104-1-10 APPROVAL OF CONSTRUCTED WORKS FOR HORTON ROAD 710 PINE TREE ROAD, PECONIC r..,,�� !-•. �\ A SINGLE FAMILY RESIDENCE ! 1 Date 2IM2023 H.S.Ref.No. R-22-0e83 III ! OF NE The sewage disposal and water supply facilities at this location have been PAF roe DANIEL R. FALAS C 0, P.E., P.C. inspected and/or certified by this Department or other agencies and found �6 (qs F SEP 8 2023 to be satisfactory FORA MAXIMUM OF 4 BEDROOMS. o �o CONSULTING ENGINEER 94 STEUBEN BLVD., NESCONSET. NY 11767 qCM%IER. .,—MEF (516) 317-7209 Office of Wastewater Management ys� ho y9 BUILDING DEPT. OpR 0569 �1 DATE SCALE DRAWING N0. LJ jl� 1�1 b.4 Emil) t—)2-23 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES A —'� I ® DATE(MM/ Y) Q CERTIFICATE OF LIABILITY INSURANCE 04/15/20222022 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(ies)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: Dawn Saviano AssuredPartners Northeast,LLC. _AIC No Ext): (631)4165-4000 plc,No): (631)465-4005 100 Baylis Road E-MAIL SS: dawn.saviano@assuredpartners.com ADDRE Suite 300 INSURER(S)AFFORDING COVERAGE NAIC# Melville NY 11747 INSURERA: Evanston Insurance Co. 35378 INSURED INSURER B: Merchants Mutual Insurance Company 23329 G.B.Construction and Development Inc. INSURERC: Princeton Excess and Surplus Lines Insurance Company 10786 870-1 Marconi Avenue INSURER D: INSURER E: Ronkonkoma NY 11779 INSURER F: COVERAGES CERTIFICATE NUMBER: 22-23 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 CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE 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. LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER MM DDY EFF MMI D EXP INSAUL)LISUBR LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE �OCCUR PREMISES DA AGE T'JEa occurrence $ 100,000 X Contractual Liability MED EXP(Any one person) $ 0 A Y MKLVlPBC002488 04/14/2022 04/14/2023 PERSONAL BADV INJURY $ 1,000,000 GEN'LAGGREGATE LIMITAPPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY �PRO- ❑LOC PRODUCTS-COMP/OP AGG $ 2,000,000 JECT OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,000 Ea accident X ANY AUTO BODILY INJURY(Per person) $ B OWNED SCHEDULED CAP1081667 04/14/2022 04/14/2023 BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per accident $ X UMBRELLA LIAB I X1 OCCUR EACH OCCURRENCE $ 5,000,000 C EXCESS UAB CLAIMS-MADE 60A3UB0000486-00 04/14/2022 04/14/2023 AGGREGATE $ 5,000,000 DED I I RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE ❑ NIA E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,maybe attached if more space is required) Certificate holder is included as an additional insured. 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 Town Hall Annex Building ACCORDANCE WITH THE POLICY PROVISIONS. 54375 Route 25 AUTHORIZED REPRESENTATIVE PO Box 1179 Southold NY 11971 ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD IL NYSI F New York State Insurance Fund PO Box 66699,Albany,NY 12206 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE � D 'AAAAA 113311814 %1 'COTGREAVE INSURANCE AGENCY INC 558 PORTION ROAD RONKONKOMA NY 11779 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER GB CONSTRUCTION&DEVELOPMENT INC TOWN OF SOUTHOLD 870-1 MARCONI AVE TOWN HALL ANNEX BUILDING RONKONKOMA NY 11779 PO BOX 1179 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 11286948-3 689297 12/10/2021 TO 12/10/2022 3/22/2022 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 1286 948-3, 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. GB CONSTRUCTION&DEVELOPMENT INC GARY J BECHHOFF JOANNE C BECHHOFF 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. NEW YORK STAT SUR NCE FUND T �V DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER: 949432205 I I_7R'2 YORK workers' CERTIFICATE OF INSURANCE COVERAGE STATE Compensation Board NYS DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by NYS disability and Paid Family Leave benefits carrier or licensed insurance agent of that carrier 1 a. Legal Name&Address of Insured(use street address only) 1 b.Business Telephone Number of Insured G.B.CONSTRUCTION&DEVELOPMENT INC 631-878-5865 870-1 MARCONI AVE. RONKONKOMA,NY 11779 1 c.Federal Employer Identification Number of Insured or Social Security Number Work Location of Insured (Only required if coverage is specifically limited to certain locations in New York State,i.e., Wrap-Up Policy) 113311814 2. Name and Address of Entity Requesting Proof of Coverage 3a. Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) ShelterPoint Life Insurance Company Town of Southold Town Hall Annex Building 3b.Policy Number of Entity Listed in Box"1 a" 54375 Route 25 PO Box 1179 DBL67693 Southold, NY 11971 3c.Policy effective period 12/21/2021 to 12/20/2022 4. Policy provides the following benefits: © A. Both disability and paid family leave benefits. n B.Disability benefits only. ❑ C.Paid family leave benefits only. 5. Policy covers: © A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law. B.Only the following class or classes of employer's employees: Under penalty of perjury, I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as described above.. 9 Date Signed 3/22/2022 By w4aht (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number 516-829-8100 Name and Title Richard White, Chief Executive Officer IMPORTANT: If Boxes 4A and 5A are checked, and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE. Mail it directly to the certificate holder. If Box 4B, 4C or 5B is checked,this certificate is NOT COMPLETE for-purposes of Section 220, Subd. 8 of the NYS Disability and Paid Family Leave Benefits Law. It must be emailed to PAU@wcb.ny.gov or it can be mailed for completion to the Workers'Compensation Board, Plans Acceptance Unit, PO Box 5200, Binghamton, NY 13902-5200. PART 2.To be completed by the NYS Workers' Compensation Board (only if Box 46,4C or 56 have been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers' Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law(Article 9 of the Workers'Compensation Law)with respect to all of their employees. Date Signed By (Signature of Authorized NYS Workers'compensation Board Employee) Telephone Number Name and Title Please Note:Only insurance carriers licensed to write NYS disability and paid family leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1.Insurance brokers are NOT authorized to issue this form. D13-120.11 (12-21) 111111111�u111111111111111°��1°��°��°��'llllll Additional Instructions for Form 1313-120.1 By signing this form, the insurance carrier identified in Box 3 on this form is certifying that it is insuring the business referenced in Box 1a for disability and/or Paid Family Leave benefits under the NYS Disability and Paid Family Leave Benefits Law. The insurance carrier or its licensed agent will send this Certificate of Insurance Coverage (Certificate) to the entity listed as the certificate holder in Box 2. The insurance carrier must notify the above certificate holder and the Workers' Compensation Board within 10 days IF a policy is cancelled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from coverage indicated on this Certificate. (These notices may be sent by regular mail.) Otherwise, this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent, or until the policy expiration date listed in Box 3c, whichever is earlier. This Certificate is issued as a matter of information only and confers no rights upon the certificate holder. This Certificate does not amend, extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This Certificate may be used as evidence of a NYS disability and/or Paid Family Leave benefits contract of insurance only while the underlying policy is in effect. Please Note: Upon the cancellation of the disability and/or Paid Family Leave benefits policy indicated on this form, if the business continues to be named on a permit, license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Insurance Coverage for NYS disability and/ or Paid Family Leave Benefits or other authorized proof that the business is complying with the mandatory coverage requirements of the NYS Disability and Paid Family Leave Benefits Law. NYS DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW §220. Subd. 8 (a) The head of a state or municipal department, board, commission or office authorized or required by law to issue any permit for or in connection with any work involving the employment of employees in employment as defined in this article, and not withstanding any general or special statute requiring or authorizing the issue of such permits, shall not issue such permit unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that the payment of disability benefits and after January first, two thousand and twenty-one, the payment of family leave benefits for all employees has been secured as provided by this article. Nothing herein, however, shall be construed as creating any liability on the part of such state or municipal department, board, commission or office to pay any disability benefits to any such employee if so employed. (b) The head of a state or municipal department, board, commission or office authorized or required by law to enter into any contract for or in connection with any work involving the employment of employees in employment as defined in this article and notwithstanding any general or special statute requiring or authorizing any such contract, shall not enter into any such contract unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that the payment of disability benefits and after January first, two thousand eighteen, the payment of family leave benefits for all employees has been secured as provided by this article. D13-120.1 (12-21) Reverse Generated by REScheck-Web Software Compliance Certificate Project Additions and Alterations to the Schaffer Residence Energy Code: 2018 IECC Location: Cutchogue, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: l f� Construction Site: Owner/Agent: Designer/Contractor: 710 Pine Tree road Steven Keller Cutchogue, NY 11935 Steven M. Keller,AIA, Architect 17 Keeler Street Huntington, NY 11743 16312719505 skeller@skarchitect.net j Compliance: Passes using: UA trade-off Compliance: 8.1%Better Than Code Maximum UA: 409 Your UA: 376 Maximum SHGC: 0.40 Your SHGC: 0.27 The%Better or worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Gross Area Cavity Cent. Prop. Req,. Prop. Req. Assembly 1U-Factor UA UA Perimeter Ceiling: Flat Ceiling or Scissor Truss 1,014 38.0 0.0 0.030 0.026 30 26 Ceiling 1: Cathedral Ceiling 309 30.0 0.0 0.034 0.026 11 8 Wall:Wood Frame, 16" o.c. 3,030 15.0 5.0 0.053 0.060 136 155 Door 1: Solid Door(under 50%glazing) 41 0.330 0.320 14 13 Door 2: Glass Door(over 50%glazing) 40 0.330 0.320 13 13 SHGC: 0.32 Window: Wood Frame 374 0.280 0.320 105 120 SHGC: 0.26 Floor:All-Wood joist/Truss 519 30.0 0.0 0.033 0.047 17 24 Floor 1: All-Wood Joist/Truss '` �� 11063 19.0 0.0 0.047 0.047 50 50 Compliance Statement: The propose t9i d n domes, -bed here is consistent with the building plans, specifications, and other calculations submitted with the per - lo� j�ro�posed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web m mandatory requir a is isted in the REScheck Inspection Checklist. STE Irk V,E- L L Er fZ Name-Title Q 13 NSlgnat Date E t= I f 2 Project Title: Additions and Alterations to the Schaffer Residence Report date: 06/0 Data filename: Page 1 oof 2 Generated by REScheck-Web Software Compliance Certificate Project 710 Pine Tree Road Energy Code: 2018 IECC Location: Cutchogue, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 2,150 ft2 Glazing Area 15% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 710 Pine Tree Road Christopher Schaffer Steven M. Keller AIA Cutchoque, NY 11935 7206 Avenue B 17 Keeler Street Bellaire,TX 77401 Huntington, NY 11743 832-331-7461 631-271-9505 skeller@skarchitect.net Compliance: Passes using UA trade-off Compliance: 8.3%Better Than Code Maximum UA: 411 Your UA: 377 Maximum SHGC: 0.40 Your SHGC: 0.27 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Prop.Gross Area Cavity Cont. Prop. Perimeter Ceiling: Flat Ceiling or Scissor Truss 1,345 38.0 0.0 0.030 0.026 40 35 Vaulted: Cathedral Ceiling 80 30.0 0.0 0.034 0.026 3 2 Wall:Wood Frame, 16"o.c. 2,700 15.0 5.0 0.053 0.060 121 137 Front Door:Solid Door(under 50%glazing) 20 0.350 0.320 7 6 Above Grade Wall Windows:Vinyl Frame 402 0.280 0.320 113 129 SHGC: 0.26 Garage Wall:Wood Frame, 16" D.C. 209 15.0 0.0 0.077 0.060 15 12 Garage Door:Solid Door(under 50%glazing) 17 0.200 0.320 3 5 Floor above crawl space:All-Wood Joist/Truss 65 19.0 0.0 0.047 0.047 3 3 Floor above garage:All-Wood Joist/Truss 330 19.0 0.0 0.047 0.047 16 16 Basement Wall: Solid Concrete or Masonry Wall height: 6.7' 880 0.0 14.0 0.049 0.059 40 49 Depth below grade: 6.1' Insulation depth: 6.7' Basement Door: Solid Door(under 50%glazing) 20 0.200 0.320 4 6 Project Title: 710 Pine Tree Road Report date: 11/08/22 Data filename: Page 1 of 10 GENERAL NOTE5 51TE and ZONING DATA FREE ROAD ZONING REQUIRED: R-40 Existing Conditions Proposed Construction FINE I. THE CONTRACTOR 15 TO BE RESPONSIBLE FOR ADHERING TO ALL APPLICABLE CODES AND REGULATIONS 29. THE CONTRACTOR SHALL PURCHASE AND MAINTAIN,AT HIS OWN EXPENSE,ALL REQUIRED INSURANCE A5 9 p 100. Off, AND SHALL FAMILIARIZE HIMSELF WITH THEM. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, FOLLOWS: PROPERTY DAMAGE INSURANCE,WORKMEN'S COMPENSATION,DISABILITY BENEFITS,AND PUBLIC Lot Frontage Min. : 150 ft. 120 ft. 120 ft. ' METHODS,TECHNIQUES AND PROCEDURES OF THE CONSTRUCTION WORK AND FOR THE FINAL PROJECT. LIABILITY INSURANCE AS REQUIRED BY FEDERAL,STATE,AND LOCAL ORDINANCES AND AS REQUIRED BY Lot Area Min. : 40,000 sq. ft. 26,691 sq. ft. 26,691 sq. ft. o 5011 E - - 12� ��- - THE OWNER THE INSURANCE SHALL PROTECT THE GENERAL CONTRACTOR,OWNER,AND ARCHITECT AGAINST N �0 3 13 - - ' - 2. THIS PROJECT TO COMPLY WITH THE 2020 NYS Residential Code,the 2020 NYS Energy Conservation ANY LOSS OR CLAIM FOR DAMAGES BY ANYONE FOR PERSONAL INJURY,DEATH,OR DAMAGE TO PROPERTY Construction Code,the 2018 Wood Frame Construction Manual (WFCM 2018),NFPA Standard 10 "National WHICH MAY ARISE FROM THE WORK OR OPERATIONS UNDER THE CONTRACTOR WHETHER OR NOT CAUSED BY Rear Yard Setback 50 ft. 125.8 ft. 109.8 ft. r � Electric Code" and the Code of the Town of SOUTHOLD. INTERIOR ALTERATIONS MUST COMPLY with THE GENERAL CONTRACTOR THE ARCHITECT AND OWNER SHALL BE INCLUDED A$ 'ALSO INSURED' AND Side Yard Min/Total: 35 ft. 61.2 ft. 51. 3 ft. i Sections AJ3,AJ301,AJ4,AJ5 and AJ6,Appendix J or the 2020 NYS Residential Code. SHALL BE SO NAMED ON ALL INSURANCE CERTIFICATES. Max, Height: 35 ft. +/- 15, 5 ft. +/- 26. 5 rt. First Floor Area: 1,308 GAF(exist.) 1,600 GFA(new I Q NO WORK IS TO COMMENCE UNTIL PLANS HAVE BEEN APPROVED. 30. ALL CERTIFICATES AND INSURANCE FORMS MUST BE SUBMITTED TO THE OWNER 4 TOWN BEFORE new aI e w COMMENCEMENT OF ANY CONSTRUCTION. Second Floor Area: NA 1,192 GFA(new additions) N I II 1 `r ; cn APPROVED A*TENT 3. ALL DRAWINGS AND CONSTRUCTION NOTES ARE COMPLIMENTARY,AND WHAT IS CALLED FOR BY EITHER Max.GFA: .2 x 26,691 •5,338.2 GFA 1,308 GFA 2,192 GFA �, I I N DATE:�B.p WILL BE BINDING AS IF CALLED FOR BY ALL.ANY WORK SHOWN OR CALLED FOR ON ANY ONE DRAWING 31. THE ARCHITECT HAS NOT BEEN RETAINED FOR ON-SITE INSPECTIONS OF THE CONSTRUCTION AND ASSUMES SHALL BE PROVIDED A$ THOUGH SHOWN ON ALL OF THE DRAWINGS. NO RESPONSIBILITY FOR THE PERFORMANCE OF WORK,NOR THE ADMINISTRATION OF THE CONSTRUCTION t EXIST.ASPHALT DRIVEWAY TO BE REMOVED II ' FEE^ S �E'Y: ,l CONTRACT. I NEW ROOFED OVER ENTRY LANDING ab s.r. II r NOTIFY BUILDING D 4. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS,WHICH DISAGREES WITH THAT AS INDICATED ON II - - _ . 15'-0" - 765-1802 9 AM TO 4 PM FOR THE THESE PLANS,OR IF THERE ARE ANY INCONSISTENCIES ON THE PLANS THE CONTRACTOR SHALL STOP WORK 32. ANY AND ALL DISCUSSIONS BETWEEN OWNER AND CONTRACTOR WITH REGARD TO DESIGN CHANGES,SHALL i NEW WALKWAY(TBD)- - - - - 1 �- - - 1t- -- I TBACK FOLLOWING INSPECTIONS: REV DATE DESCRIPTION AND NOTIFY THE ARCHITECT.SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND CONTINUE TO WORK,HE NOT BE BINDING UNTIL AUTHORIZED BY THE ARCHITECT.ALL NON-AUTHORIZED DECISIONS MADE BETWEEN r I 1. FOUNDATION TWO 0 REQUIRED SHALL ASSUME ALL RESPONSIBILITY AND LIABILITY ARISING THEREFROM.DO NOT SCALE THE DRAWINGS, THE OWNER AND CONTRACTOR SHALL BE CONSIDERED THE RESPONSIBILITY OF THE CONTRACTOR = I I EXIST.WALKWAY 4 LANDINGS I I ' = FOR POURED CO NCrE T E: TO BE REMOVEDt M2.. R00G=i - FRAMINa & PLUr'.iyIN'G USE THE DIMENSIONS PROVIDED. i I - - - . .'...--X - I ][ 33, IF THERE IS AN ABBREVIATION OF A WORD USED IN THE DRAWINGS AND/OR THE SPECIFICATIONS,WHICH IS i I r - _ _ ;''=," I I 3. iNSULATI01a 5. THE GENERAL CONTRACTOR IS CAUTIONED THAT MINOR OMISSIONS AND DISCREPANCIES IN THE CONTRACT UNFAMILIAR,HE IS TO CONTACT THE ARCHITECT FOR CLARIFICATION. 4. FINAL - CONSTRUCTION MUST Fim C "' IQn DOCUMENTS SHALL NOT EXCUSE HIM FROM PROVIDING A COMPLETED BUILDING IN ACCORDANCE WITH THE I ;.�4;, I BE COP."PLETE FOR C.O. reou!red r�per INTENT OF THESE DOCUMENTS. THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT, IN WRITING,OF 34, THE CONTRACTOR IS RESPONSIBLE TO CLOSE OUT THE BUILDING PERMIT t PROVIDE THE HOMEOWNER WITH I 'W'-- I ALL CONSTRUCTION SHALL MEET i EXI5T.1 STORY CONVERT ;� �; NEW AS LT T ANY ERRORS,OMISSIONS,CONFLICTS,OR AMBIGUITIES IN OR BETWEEN THE PLANS,DRAWINGS AND A "CERTIFICATE OF OCCUPANCY" FROM THE GOVERNING MUNICIPALITY PRIOR TO OR IN CONJUNCTION WITH ' I I RESIDENCE 1014 s.r. 216 8.r. DRIVEWAY+ 4 CURBING THE REQUIRw#VIENTS OF THE N.Y. NYS COd:: SPECIFICATIONS PRIOR TO PROCEEDING WITH THAT PORTION OF THE WORK IF SUCH NOTICE IS NOT FINAL PAYMENT. I BACK INTO (TBD) STATE COi ISTRUCTION e, ENERGY FURNISHED TO THE ARCHITECT,THE CONTRACTOR SHALL BE DEEMED TO HAVE INSPECTED THE PLANS, I NEW 2nd FLOOR GARAGE `t f= ; I ' q i r,.r ' 'I DRAWINGS AND SPECIFICATIONS AND HAS FOUND THEM TO BE IN PROPER FORM FOR EXECUTION. � i +1�%.5.• A.�)T r'•- = !"IT.Ill EF 0R I ADDITION 1110 s.f. � o. i W O r}5,."It,°': 0'.� "C.'�:'c�ilRtl(,i`I(1?.t 1rEi s0r;c� ��° 1 15 +/ 30� I y;; r z Q% I+/-26.8' RETAIN STORM WATER RUNOFF 6. ALL MATERIALS AND WORKMANSHIP,FOR ALL TRADES INSTALLED IN THE JOB,SHALL BE GUARANTEED FOR C H PURSUANT TO CHAPTER 236 A PERIOD OF ONE YEAR FROM THE DATE OF ITS ACCEPTANCE (UNLESS OTHERW15E NOTED).CONTRACTOR ( I NEW 41 A.BILCOI -- � 0 SHALL FURNISH WRITTEN GUARANTEES FOR ALL TRADES WITH THE STIPULATION THAT,AT NO ADDITIONAL Residential Code of the State of New York r I DOOR 4 STEPS I fl F THE TOWN CODE. COST TO THE OWNER,CONTRACTOR SHALL REPAIR OR REPLACE DEFECTIVE WORK CLIMATIC AND GTABLER301.2(1) I OCCUnI�V� ®l i EOGRAPHGICAL DESIGN CRITERIA ' I REMOVE EXIST. I - - -. REMOVE EXIST. I 1. CONTRACTOR'S COMPANY TO BE CERTIFIED WITH THE EPA IWWWEPA�,OV/LEAD)FOR WORK WITH LEAD PAINT. GROUND Vr'i�d Design SEISMIC SUBJECT TO DAMAGE FROM I I PATIO_ PATIO 1 i USE IS UNLAWFUL Winter Ice Sheild Flood Air Freeze Mean AT MINIMUM,THE FORMAN ON THE JOB SITE IS TO HAVE A RRP(RENOVATION,REPAIR AND PAINTING RULE) SNOW Speed Topo Special Wind DESIGN Weathering Frost Line Termite Design Undedayment Hazards Index Annual I REMOVE EXIST. I LOAD (mph) Effects Wind Debris CATEGORY Depth Temp. Required Temp I WOOD DECK NEW let FLOOR I I WITHOUT CERTII'ICA`i t TRUSS PLACARDING REQU;'IED CERTIFICATE. NO WORK SHALL COMMENCE BEFORE SUBMITTING CERTIFICATE TO THE BUILDING OWNER Region Zone I ADDITION 631s.r. I C 1 8. WHENEVER WORK IS DONE WHERE NO DEFINITE DETAILS OR INSTRUCTIONS ARE GIVEN, THE CONTRACTOR 20p.s.f. 130 No No No B Severe 3Feet toheae 15'F YES(Req'd) As per FEMA L's�an 527, I i OF O�j�jU�' `��j�! y ' � ; SHALL PERFORM THE WORK IN ACCORDANCE WITH THE BEST INDUSTRY STANDARDS AND MATERIALS IN I NEW PATIO 518 s.r, WHICH THE WORK IS CUSTOMARILY DONE,AND/OR AS SET FORTH BY THE TRADE GROUP OF THAT MANUAL J DESIGN CRITERIA I I I Mov yer door 3 PARTICULAR WORK THE INSTALLATION OF MANUFACTURED PRODUCTS TO BE IN ACCORDANCE WITH THEIRI I end duct !ork + ELEVATION LATITUDE WINTER SUMMER ALTITUDE INDOOR DESIGN DESIGN TEMP. HEATING TEMP. � t WRITTEN INSTRUCTIONS AND SPECIFICATIONS. HEATING COOLING CORRECTION FACTOR TEMPERATURE COOLING DIFFERENCE I I C010PL`1 WITH ALL CODES OF testingre�,uired. 9. FOOTINGS SHALL BE OF POURED CONCRETE 3500"FC TRANSIT MIX(CONCRETE SHALL BE AIR ENTRAINED. 120' 40.86°N 12.5• 84' 1 70' 75'DB (63•WB) 57.5° i i i I NIEW YORK STATE & TOWN CODES TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE)SHALL NOT BE LESS THAN 5 PERCENT OR COOLING TEMP. WIND VELOCITY WINDVELOCITY COINCIDENT DAILY WINTER SUMMER I l AS REQUIRED AND CONDITIONS 0;= GREATER THAN 1 PERCENT,)FOOTINGS SHALL BE OF SIZES AND THICKNESS SHOWN ON DRAWINGS. DIFFERENCE HEATING COOLING I WET BULB RANGE HUMIDITY HUMIDITY I I I SOUTHOLDTOt�"�ZBA provide l�i�nl� " � FOUNDATION WALL AND SLAB SHALL BE OF POURED CONCRETE 3500 FC TRANSIT MIX(CONCRETE SHALL Must BE AIR-ENTRAINED AS STATED ABOVE)AND OF SIZES AND THICKNESS SHOWN ON DRAWINGS. INSTALL 5/8"0 15 15 7.5 71.5 M 30% 45-55% r I I SOUTHOID TOt'.TJ PLRN'ti„15 BOARD Il,I-11d S X38 per x 12" (HOT DIPPED GALVANIZED)THREADED ANCHOR BOLTS AT 1'-0" (MAX.)IN FROM ALL CORNERS AND CHANGES IN DIRECTIONS AND SET 48" ON CENTERS (MAX.)ON ALL FOUNDATION WALLS.ANCHOR BOLTSI EXIST. I SOUTHMDTOihNNUSTEES hTYS Energy Code , ARE TO HAVE A 1" MINIMUM EMBEDMENT AND A SIMP50N STRONG TIE "LBPS(36 STEEL PLATE WITH Z-MAX WFCM 2018 I SHED FINISH)AND BOLTED CONNECTION TO SILL PLATE. TABLE 3.1 -NAILING SCHEDULE , I I I 1,11,DEC ; JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING 10. DESIGN TIMBER STRESS 1000 P,S.I• - DOUGLAS$ FIR-LARCH CONSTRUCTION GRADE I OR BETTER,MODULUS 311 3„ OF ELASTICITY OF 1,500,000 P.S.I. REFER TO NYS RESIDENTIAL CODE FIGURES R502b,R60210(1)AND ROOF FRAMING V U WINDOW WIDTH i I I E'i5`1w "Y)C"'"'=7117 ON REQUIRED 8802.1.1.1 18802.1.12 FOR DRILLING AND NOTCHING STRUCTURAL FRAMING. Rafter to Top Plate(Toe nailed) (3)8d nails per ratter r I I I PLUMBER CERTIFICATION 11, ALL STRUCTURAL LUMBER USED AT THE EXTERIOR AND SILL PLATES TO BE "ECOLIFE 11" (AWPA use catagorg Ceiling Joist to Top Plate(Toe-nailed) (3)8d nails per Joist - I I - _ _. - - - - - - _ - - - - _. __ - ! � ON LEAD CONTENT BEFOREAll bg UC38)by VIANCE, LLC OR SODIUM BORATE (SBX)TREATED WOOD. Ceiling Joist to Parallel Rafter(Face-Nailed) (5)Ibd nails each lap M _ _ _ _ _ SETBACK ' installe.(IrepIpced or • CERTIFICATE OF OCCUPANCY Ceiling Joists laps over Partitions(Face-Nailed) (5)Ibd nails each lap r ' SOLDER USED IN WATER 3 ,. 12. DOUBLE JACK STUDS TO BE PROVIDED FOR ALL HEADERS AND BEAMS WHICH SPAN 6'-0" OR GREATER repairrF. .#,. 3a ��_ 'orm (UNLESS OTHERWISE NOTED), Collar Tie to Ratter(Face nailed) l4)(rad nails per tie each end I I I ' SUPPLY SYSTEM CANNIOT 11 Blocking to Rafter(Tae-Nailed) (2)8d nails each end I I ' 'r' • I I ,�, EXCEED 2/10 CF 1% LEAD. Rim Board to,? rti:x(End-nailed) (2)I6d nails each end = I 13. ALL FLUSH FRAMING TO RECEIVE METAL JOIST HANGERS AND/OR FASTENERS OF APPROPRIATE SIZE AND 9 GAUGE.THE MANUFACTURER 15 TO BE SIMPSON STRONG-TIE.NAILING AS PER MANUFACTURER'S _ _ SPECIFICATIONS. -� WALL FRAMING i I PRE-DRILL HOLES FOR 2 V O8(3 1/2''8 N 9 J Top Plate to Tap-late(Face-nailed) (2)l6d nails(see note'I') per root I I AT 1x6)WOOD SCREWS - ' e N I 14, ALL NAILS,BOLTS, HANGERS,AND FASTENERS,ETC.,USED ON THE EXTERIOR OF THE STRUCTURE ARE TO BE --- AT I6.O.C. ' STAINLESS STEEL TYPE 316E FINISH BY SIMPSON Strong-Ties OR APPROVED EQUAL. Top Plates_=.t Yrtcx&actions(Face-nailed) (4)16d nails Joints each side Stud to Stud�,a .Nailed) (2)I6d nails 24"or- I I I t 15. HEADERS AS NOTED ON PLAN.BEAMS AND GIRDERS TO RECEIVE CONTINUOUS VERTICAL BLOCKING AND/OR Header to Header(Face-Nailed) I6d nails 16'or-along edges COLUMNS AT THEIR BEARING POINTS,WHICH WILL_TRANSFER TWE IMPOSED LOADS ONTO THE GONG. Top or Bott01n Plate to Stud(End-Nailed) (2)I6d nails per stud L _ _ - - - J t FOUNDATION AND/OR FOOTINGS.MICROLLAM(TrusJoist - Wegerhaeuser Corp.)SHALL CONFORM TOn, - MANUFACTURER'S SPECIFICATIONS FOR BEARING REQUIREMENTS,NAILING PATTERNS FOR MULTIPLE PIECES,ETC. Bottom Plate to Floor Joist,Band joist,EndJoist or Blocking (2)I6d nails(see notes 'I' t 2) per footrk L _ - _ _ w (Face-Nailed) _ _ _ _ _ ._..- - - 12� , SINGLE UNIT - - - . 0� Based upon a survey provided by owner, date Oct. 22, 2021 16. INSTALL BRIDGING IN ALL FLOOR AND CEILING JOISTS, 4 BEAMS.BRIDGING SHALL BE SOLID WOOD - BLOCKING 2"x DEPTH OF STRUCTURAL MEMBER SUB-FLOOR TO BE GLUED AND SCREWED TO FLOOR JOISTS. FLOOR FRAMING S 03� 13r 5011 Uj 5urveyed by: David H. Fox, L.5., P.C. FOX LAND SURVEYING pu iALL CONCEALED JOISTS AND VERTICAL CHASES TO HAVE FIRE STOPS 10'-0" O.C. Joist to Sill,Tcp Plate or Girder(Toe-Nailed) (4)8d nails per Joist 64 Sunset Ave. Westhampton Beach,NY 11918 PH- ' 631-288-0022 11_l� 1 r+i•' Bridging to Jsist(Toe-Nailed) (2)8d naps each end D15T: 1000 SECTION: 104.00 BLOCK: 0120 LOT: 010.000 BUILLA NG DEPT 11. ALL STRUCTURAL STEEL SHALL BE A50 ASTM A6 Table 13. ALL WORK SHALL BE IN ACCORDANCE WITH AISC Blocking to Joist(Toe•Nailed) (2)ad nails each end T"OWrt 01'S0'1JTHOLD SPECIFICATIONS. ALL BOLTS,NUTS 4 WASHERS SHALL BE A 301 STANDARD. NO CARRIAGE BOLTS ALLOWED Blocking to Sill or Top Plate(Toe-Nailed) (3)Ibd nails each block PROVIDE EVERY NEW WINDOW WITHIN AREA OF NEW RENOVATION OF FOR STRUCTURAL CONNECTIONS. Ledger Strip to Beam(Faced Nailed) (3)I6d nails each Joist DWELLING WITH I" PLYWOOD PANELS TO BE STORED ONSITE WITH WOOD a 18. CONTRACTOR TO PROVIDE ADEQUATE BRACING AND SUPPORT TO INSURE THE STRUCTURAL INTEGRITY OF Joist on Ledger to Beam(Toe Nailed) (3)8d nails per Joist SCREW FASTENERS AS PER N.Y.S.CODE 'R 301.2.1.2 THE EXISTING STRUCTURE.CONTRACTOR TO PROVIDE AND MAINTAIN DURING THE COURSE OF CONSTRUCTION Band Joist to Joist(End-Nailed) (3)Ibd Halls per Joist DETAIL FOR WIND-BORNE DEBRIS PROTECTION � SITE PLAN FILE SET: 05-31-2,x22 ADEQUATE COVERING TO PREVENT RAIN DAMAGE TO THOSE AREAS UNAFFECTED BY CONSTRUCTION. Band Joist to$111 or Top Plate(Toe-Nai.,ti) (2)Ibd nails(see note'1') per root 19. PATCH AS REQUIRED ALL AREAS WHERE EXSTING HAS BEEN REMOVED AND/OR NEW WORK ABUTS EXISTING. I - 0 SCALE: N.T.S. SCALE: 1"=20'-0" ROOF SHEATHING STEVEN M. KELLER, AIA 20. ALL NEW WINDOWS,DOORS,ETC.,WHICH REQUIRE TO BE CLOSED OFF FROM THE EXTERIOR SHALL BE Wood Structural Panels 8d nails (See attached Table 3.10) architect PROPERLY CAULKED 4 SEALED WITH SILICONE SEALANTS.COLORS TO BE SELECTED ACCORDING TO SURROUNDING FINISH 117 KEELER STREET AND APPLICATION ACCORDING TO MANUFACTURER'S SPECIFICATION. EXPANDED FOAM(LOW VOC) CEILING SHEATHINGI I INSULATION IS TO BE USED AROUND ALL WINDOWS 4 EXTERIOR DOORS BETWEEN JAMBS 4 ROUGH FRAMING. field PIPING SHALL BE SUPPORTED IN ACCORDANCE WITH SECTION P2605. 3"� THROUGH ROOF �3"� THROUGH ROOF HUNTINGTON,NY 11743 (631)271.9505 Gypsum Wallboard 13/4'screws 1"end/10" I I PIPING MATERIAL AND FITTINGS FOR WATER SUPPLY,WASTE AND VENTS 21. ALL WALLS AND CEILINGS TO RECEIVE y" SHEETROCK,UNLESS OTHERWISE NOTED (FASTENED WITH SCREWS), MUST BE IN COMPLIANCE WITH CHAPTERS 25, 26, 21, 28, 29, 30 AND 31. ALL DRAWINGS AND WRITTEN MATERIAL TAPED AND SPACKLED, 3-COAT5.ALL SHEETROCK TO RECEIVE ONE (1)COAT OF ACRYLIC SEALER AND WALL SHEATHING 1 I APPEARING HEREIN CONSTITUTE ORIGINAL AND TWO(2)COATS OF BENJAMIN MOORE LATEX WALL PAINT IN COLORS SELECTED BY THE OWNER ALL WOOD Wood Structural Panels ad nails (See attached Table 311) WATER DISTRIBUTION PIPE TO BE COPPER OR PEX CONFIRMING TO NYS I UNPUBLISHED WORK OF THE ARCHITECT AND TRIM AND DOORS THAT ARE NOT CALLED FOR AS A STAINED FINISH,ARE TO RECEIVE ONE (1)COAT OF OILPLUMBING CODE SECTION 605.4,TABLE 605A AND MIN.�"� (TO BE NOT BE DUPLICATED,USED OR BASED SEALER AND TWO(2)COATS OF SATIN FINISH ALKYD ENAMEL (BENJAMIN MOORE)WITH SANDING FLOOR SHEATHING VERIFIED WITH FIXTURE 4 FITTING MANUFACTURERS) I "� T I I _ ��1 I.. I BETWEEN COATS.WHERE TILE IS TO BE INSTALLED,USE 1/2" "DUROCK" TILE BACKER BOARD.GYPSUM - I I 1 jU ) 1 12 J' DISCLOSED WITHOUT WRITTEN CONSENT OF THE: WALLBOARD MANUFACTURED IN CHINA WILL NOT BE ACCEPTED. Wood Structural Panels 0'or less) 8d malls (See attached Table 3)U SANITARY DRAINAGE PIPE TO BE PVC CONFIRMING TO NYS PLUMBING CODE r MASTER I I I� �� HALL t� �� 1 ARCHITECT, SECTION 102,TABLE 102.1 AND AS SHMIN IN SCHEMATIC DRAWING, r I � I BATH ATH I � r � I 22. FINISHED FLOOR,OAK to match existing,OVER RED ROSIN PAPER G.C.SHALL PURCHASE 4 INSTALL. Note"1" �-1 7"� I }--) 7"� Jr-I iti--I 1110�-I "� I SEAL .•'.r• ,,p'•' C f Nailing requiremen!s are based on wall sheathing nailed 6 on-center ath the panel edge.if wall sheathing is nailed 31 on-center at theI I I I I I I HALL panel edge to obtain higher shear capacities,nailing requirements shall be doubled,or alternate connectors,such as shear plates shall LAV. LAV. I LAV. I 23. OWNER SHALL SELECT ALL COLORS(RE: PAINT, TILE,COUNTERTOPS,EXTERIOR SIDING,ETC-) 4 TO BE be used to maintain the load Path. I I I I ( WASHER .:'�r�," "'"" s •'•. ,s P I INSTALLED BY CONTRACTOR ALL APPLIANCES and/or EQUIPMENT THAT IS FURNISHED BY OWNER,SHALL BE Note"2" I I I ---- INSTALLED BY CONTRACTOR When wall sheathing is continuous over corrected members,the tabulated number or nails shall be permitted to be reduced to 1-16d nail WC 11� I WC per foot. 14 g"� 1 4"� I I 1 � � a;I .`; • � ^ ..t • 24. ALL NEW PLUMBING WORK IS TO COMPLY WIT4 2020 NYS PLUMBING CODE.PLUMBING SYSTEM COMPLIES WITH WFCM 2018 SHOWER I TUB i ' CHAPTERS 25 THROUGH 32.)A LICENSED PLUMBER IN CONFORMITY WITH ALL APPLICABLE CODES,RULES, TABLE 3.10 - ROOF SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS t_--TRA--Y AND REGULATIONS SHALL PERFORM ALL PLUMBING WORK PLUMBER SHALL OBTAIN ALL REQUIRED 100 Year wind Speed 3 second gust (mph) 2"� 34 1 1"0 I 34 1 ?0 PLUMBING PERMITS AS REQUIRED BY LOCAL MUNCIPALITY 4 PLUMBING FIXTURES AS SHOWN ON DRAWINGS, J I4 ALL HOT WATER PIPING,COLD WATER PIPING,AND ALL PIPING IN EXTERIOR WALLS,ATTICS,OR CRAWL STRUCTURAL SHEATHING I ` " SPACES TO BE INSULATED TO CODE MIN.(if not greater)WITH ARMOR-FLEX (OR EQUAL) INSULATION. Nail spacing at panel edges Nail spacing at intermediate I PROJECT - I 25. ALL NEW MECHANICAL SYSTEMS ARE TO COMPLY WITH 2020 NYS MECHANICAL CODE.(MECHANICAL SYSTEM (i0 supports in the panel field(in) COMPLIES WITH CHAPTERS 12 THROUGH 24.) ALL PIPING AND DUCTWORK SHALL BE INSULATED TO CODE MIN. Sheathing Locations Stud Spacing Maximum Nail Spacing for Sd Common Nails 1 I ADDITIONS AND ALTERATIONS Por (if not greater)AND RUN CONCEALED IN THE FLOORS,WALLS,AND/OR CEILING.REGISTERS SHALL BE OF (see Note'1') (inches,OZ) (inches,orJ THE SCHAFFER RESIDENCE SUFFICIENT SIZE and LOCATED ALONG THE PERIMETER IN EACH ROOM FOR MAINTAINING A 10 DEGREE FAHRENHEIT 110 PINE TREE ROAD INTERIOR TEMPERATURE AT 0 DEGREES EXTERIOR TEMPERATURE WITH A 15 MPH WIND VELOCITY.THE EXISTING HEATING In Perimeter Edge Zone 16 6 b 1 I NEW, 1 1 SYSTEM TO BE EXAMINED 4 CONDITION DETERMINED FOR CONTINUING USE IN NEW CONSTRUCTION BEFORE SIGNING OF Interior Zona I6 6 t2 KITCHEN CHEN CONTRACTS AND COMMENCEMENT OF WORK Gable Endwall Rake and Rake Truss 4 6 LAV. 1 PR I SINK CUTCNOGUE, NY 11935 TO NEW SUFFOLK COUNTY l Note'I" LA DRAWING TITLE 26. ALL NEW ELECTRICAL WORK IS TO COMPLY WITH 2020 NYS Residential Code. (ELECTRICAL SYSTEM For roof sheathing within 4 feet or the perimeter edge of the roof,including 4 reet on each side or the roor peak the 4 foot HEALTH APPROVED 2„� 1 WC COMPLIES WITH CHAPTERS 34 THROUGH 43).ALL ELECTRICAL WORK MUST CONFORM TO NFPA 10 Standard. perimeter egdge zone attachment requirements shall be used. SANITARY SYSTEM 14�1� DW 24 GENERAL NOTES, THE INSPECTION AGENCY PROVIDING THE ELECTRICAL CERTIFICATE SATISFYING E3403(INSPECTION 4 APPROVAL)MUST CERTIFY THAT ALL ELECTRICAL WORK HAS BEEN INSTALLED IN ACCORDANCE WITH THE TABLE 3CM 015- WALL SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS 1 5CHEDULE5, PLUMBING 1010 NYS RESIDENTIAL CODE AND NFPA.10 Standard. ALL ELECTRICAL WORK IS TO BE DONE BY A I.. LICENSED ELECTRICIAN WITH ELECTRICAL CERTIFICATE SUBMITTED TO HOMEOWNER UPON COMPLETION.ALL 100 Year Wind Speed 3 second gust (mph) 3 I I c.o?. C.O. and SITE PLAN ELECTRICAL WIRING TO BE COPPER SMOKE DETECTORS ARE TO BE LOCATED INSIDE AND OUTSIDE OF ALL F A.I. 24 SLEEPING AREAS AND ONE AT EACH FLOOR LEVEL AS PER SECTION R314 2020 NYS Residential Code THEY STRUCTURAL SHEATHING OR PANEL SIDING Il- - - -i 2 DRAWN BY DRAWING NO. ARE TO BE HARD-WIRED WITH BATTERY BACKUP. CARBON MONOXIDE ALARMS ARE TO BE LOCATED AT Nail spacing at intermediate I bt EACH FLOOR LEVEL AS PER SECTION R315 2020 NYS Residential Code 4 SECTION 9153.1.3 or the 2020 NYS Nil spacing et panel edges(trJ supports in the panel field(in) 1 24 FIRE CODE.THEY ARE TO BE HARDWIRED TO THE ELECTRICAL SYSTEM. I C.O. �� I C.O. ' Sheathing Locations Stud Spacing Maximum Nail Spacing for Sd Common Nails I DATE 21. WIRING METHODS SHALL BE IN ACCORDANCE WITH CHAPTER 31 BRANCH CIRCUIT 4 FEEDER REQUIREMENTS. (see Nota'I') (inches,ocJ (inches,ori 11/08/2021 4'Perimeter Edge Zone 16 6 U 44 HOUSE TRAP 28. ELECTRICAL UNDERWRITERS CERTIFICATE OR APPROVED EQUAL AS SET FORTH BY RI092 MUST BE Interior Zone I6 6 12 SCALE SUBMITTED AT COMPLETION OF JOB. Note I•• PLUMBING RISER DIAGRAM AS NOTED For wall sheathing within 4 feet or the corners,the 4 feet edge zone attachment requirements shall be used SCALE:N.T.S. JOB N0. Nail wall sheathing with 8d(hot dippedgalvanized)nails 3"oc.along the foundation sill plate for shear connection. 2121 CONSTRUCTION PLAN LEGEND: q_s SYMBOL DESCRIPTION 1r-8" D EXISTING CONSTRUCTION TO REMAIN " �- -- 1— = _ :3EXISTING CONSTRUCTION TO BE REMOVED Ee. 1.0 4'-10' 4'•10" I.0 B A .:, NEW FRAMED CONSTRUCTION r - POST ANCHOR (SEE DETAIL) - ,:: NOTE A: (3)8d NAILS I. Yoc.INTO STUD NEW POURED CONCRETE WALL PIN NEW FOUNDATION TO EXIST.WALLS, 1 J' ...,r. J ' PROVIDE 5 REINFORCING BAR DOWELS, LOCATED Ib'VERTICALLY ON CENTER! _ ,..�«•� V-IF. VERIFY IN FIELD DRILL 6 INTO EXISTING FOUNDATION AND a i / AIR OPENING BETWEEN SHEATHING - - SECURE WITH NON-SHRINK GROUT OR HIGH j j g I i / i 10'•0"NEW ADDITION I„ I„ STRENGTH EPDXY. v RIDGE(BOTH SIDES) FLG. FLASHING I i 1 I / I r: :fl �I '' 1 ! I� 2x12 RIDGE i 9'•4" 8'e. RIDGE MASTER FLUS RIDGE VENT, o T.B.D. TO BE DETERMINED REV DATE DESCRIPTION < I 'j I I I / I SEE SPECS(TYP) , -, I I I I W1.75.7022 ADD EGRESS WINDOW as per TOM 5/8'(MIN)PLYWOOD SHEATHING w r�� FLOOR ------------------------ _� L I V4"l20 GAUGE)GALV.ROOF �" - JOIST NOTE A: I w STRAPS AT 16"O.C. w NOTE A: NOTE A: I > EXIST. el ocK -----------------------1 n n1 UP IIR I I ! I IBOTH SIDES OF RIDGE3)Od NAILS INTO (MIN) z EXIST. EXIST. EXIST. ! I W � - � SINK II WASHER DRYER EXIST. (2)2x10 NDR i i i I � { " ELEC.PANEL �u cul 43 �� a fir. V Zas .ti NEW EGRESS WINDOW WITH WELLCRAFT 5600 P -' m m J REMOVE EXISTING SLAB AND CUT EXISTING I NEW 4'REINF°CONCRETE SLAB WITH I :!i . < (3)ed NAILS T FOUNDATION WALL DOWN W-18"50 THAT NEW I I bxb b/6 GRID OVER 4'GRAVEL 4 95x6 I % I r_,�: 3"o c.INTO STUD MODULAR EGRESS WELL 4 COVER LL o ! i I _ , I II III W _II SLAB IS UNNTERUPTED� I COMPACTED SUBBASE use EGRESS SLIDER WINDOW'ItFWS 4848 y � � - � � r V INSULATED Low-E GLASS(U-Value•034) NEW 2x10 S!stered to existing 2x10 rim,foist II a III II = I I 1 IX 7)2x10 NDR BL LID UNDER PONT LOAD FROM ABOVE 3" p,l. j 3 ' 3'-0 iwTYP. RIDGE STRAPPING DETAIL WALL to WALL STRAPPING DETAIL III � I�I � % ; - SCALE: 11/2" 1'-0" SCALE: P' 1'-0" N EXIST.(3)2x10 GIRDER :;' d r = PITCH SLAB U8"/FT.(00 EXISTING CHIMNEY I i '/• I 8" PROVIDE NEW 311"o I I I -� LALLY COLUMN ON 6'-9"(9 treads a 9"ea) 24"x 24'x l2"DEEP I 1 CONC.FOOTING I I 1 I j__ NOTE A: LL I r U P 10 I rise s i 9 N I I 3 I ! (VI � iA 4- _7 I I A•7 � I w 1 1 1 ! I �n LOWER FOUNDATION�i - NW IL _ O_0 _ i�jWALL -I6"r + %/ i/% NOTE A: L_________________ __- EXISTING BASEMENT VINYL SIDING(T.BD.) NOTE A: ------------------------- R-1 FIBER(SEE SPECS) j 3/4"RIGID INSUL.R-5(SEE SPECS) e. I'-8" 3'-4"MA. 10'-0"NEW ADDITION HOUSE WRAP(SEE SPECS) I SEE lot FLR.PLAN 2x4 STUD WALLS'" �� I/2"PLYWOOD SHEATHING BLOCK SOLID UNDER PONT LOAD FROM ABOVE a �< , CHECK CAR SIZE EXIST. r----, EXIST. s--L „ EXIST.(3)2x10 GI ER I 1/2"GYPSUM BOARD. `� p 1 1/4 (20 GAUGE)GALV.STRAP m I6 o.c. _ _ VINYL SIDING leer spec) V GYPSUM BOARD(TYPE"X") � f WRAPPED AROUND SILL PLATE with(3) - —� 2x6 0 I6"oL.STUD WALL °�'" 8d HOT-DIPPED GALv.NAILS I I 3/4" RIGID INSULATION(R-5I L----J s. _ R-19 INSULATION 3/4"PLYWOOD SHEATHING AREAWAY � AREAWAY R-15 FIBERGLASS INSUL.(SEE SPECS) INTO STRAP 4 WALL STUD(MIN) TYVEK HOUSE WRAP ' _ -_- - PLYWOOD �s BPS% 3 SIMPSON Strong-Tie 3x3 PLATE --- � e,, (2)2x6 TREATED WD.SILL PLATE FL R INS LATI TOB N 5U6STtNTtAL CONTACT u!Jth they o I I/4' (20 GAUGE)GALV.STRAP f C 9 16"oc.WRAPPED AROUND ' to match EXIST.(VIF) .�UNbR SIDE OF/THI .\SUS �l OOki I�er'�rD�2 s02.2g20 �% J D B A YS ECIC { � Y , Q SILL PLATE with(3)ed (3)ed HOT-DIPPED GALV.NAILS ; r`L a.•w,/ BPS%-3 SIMPSON Strong-Tie 3x3 PLATE HOT-DIPPED GALV.NAILS INTO STRAP SILL PLATE (MIN) / T'•0" ?' 8"MA. n !'-4' 2'•0" A.5 A-5 A-5 w �._✓ `` INTO STRAP 4 WALL STUD(MIN) - e°m ANCHOR BOLTS a 48"O.C. x I FIBERGLASS SEAL SEALER (MAX)�"EMBEDMENT(MIN) ° NEW FLOOR JOISTS 2x10-16"of.(see plan) l3)8d 1"EMBEDMENT GALV.NAILS COPPER TERMITE SHIELD NOTE A: MOVE WAL VENT NOTE A. I I ° (2)2x6 TREATED SILL PLATE to meth EXISTING(V. .) INTO STRAP t SILL PLATE(MIN.) — "—"T"—"—"—"—" FIBERGLASS SEAL SEALER I I ° d - -- PLAN NORTH o ; NEW CRAWL SPACE � 4 ; 1 LMd — Lem ° — ° ° ° ° ° I j 1'THK CONC.SLAB OVER b m!! Q A 2 4 ° C.SLAB with 6"x6" - W6.0/W6.0 I I COPPER TERMITE SHIELD w I ;. I POLY VAPOR BARRIER r g I I - _ ° I I x I ----- - ------ J I ° (TYPICAL) I I d 9 I L------- ----------- Z ,L - _ %a'4 ANCHOR BOLTS 6 48"O.C. I I L-1 --------°---------------------- -1 d ° (MAX)l" EMBEDMENT(MIN.) a° � - i - - 7 COMPACTED FILL 95%(TYPICAL) -a " lU \ CRAWL SPACE FILE SET: 05-31-2022 a 1 8" +/-14'•8 � - ° — e ! 8"CONC.FOUNDATION(TYP.) B SM'T / FOUNDATION PLAN +/-16'-0"NEW ADDITION ° 16"x 8"CONC.FOOTING(TYP) _ STEVEN M. KELLER, AIA 8"CONC.FOUNDATION(TYP.) ° _ architect SCALE: 1/4" 1'-0"0 ° °a 17 KEELER STREET (2)05 CONT.RE-BAR I6"x 8"CONC.FOOTING(TYP.) ° ° HUNTINGTON,NY 11743 A-5 ° (TYPICAL) ° Z (631)271.9505 NEW 6 MIL POLY VAPOR BARRIER a 6l ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND (2)5 CONT.RE-BAR(TYPICAL) ° UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED,USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE ° ° ARCHITECT. ° a SEAL,s'y-' 3 GARAGE FDN. DETAIL 4 FOUNDATION SILL PLATE DETAIL P .-0n SCALE: 1 . 1 SCALE: 1 1/2" - 1'-0" � r } Y 1 SITE BUILT COLUMN I 1 4x4 TREATED WOOD POST PROJECT I I I TREATED WOOD ADDITIONS AND ALTERATIONS for I I BLOCKING as req'd THE SCHAFFER RESIDENCE I 151MP50N Strong-Tie "A5U44 P05T 110 PINE TREE ROAD I BASE (2)1/2" 0 BOLTS INTO POST CUTCNOGUE, NY 11935 I x 4 AZEK BASE DRAWING TITLE BASEMENT / FOUNDATION Y STONE,PAVING IV.IFa ° �__ PLAN and DETAILS Of �� I r ° °r 5/8" ANCHOR BOLT ° I Lam° ° 1" MIN.EMBEDMENT- ° (N JUL 072 i DRAWN BY DRAWING NO. ° ° ° ° B1!I!J!I\!!"DEPT: bt DATE PORCH POST ANCHOR DETAIL 11/m$,?021 5 SCALE: 11/2" • 1'-0" SCALE AS NOTED A�2 JOB N0. 2121 E D B A CONSTRUCTION PLAN LEGEND: ;. 4'-10" SYMBOL DESCRIPTION , • Y NOTE: oV D EXISTING CONSTRUCTION TO REMAIN —_--------- —-- ------BOX DOWN POWDER ROOM CEILING /2)2xI0"DR Bo --- AM `p C = _ :3EXISTING CONSTRUCTION TO BE REMOVED •/4"TO ACCOMODATE PLUMBING FRCM BATHROOM ABOVE INSULATE NEW COVERED ENTRY CEILING for SOUND I I I y I I K I I x I NEW FRAMED CONSTRUCTION II'-6 frame n 10'-0 NEW ADDITION I I 5'-9"frame uc I I I - s II 11I 6'-6" •/-9.4■ 510 NEW POURED CONCRETE WALL 31' ' 1ua3�■•/-�-2 •/-x,•25a ual 32 2'-60 eq. 2-6 eq. 3 1 3'.112" M° W.F. VERIFY IN FIELD I I PAD OUT n UNIT I I WALL FLG. FLASHING F UNIT A ( UNIT A C I I I I41 UNIT A UNIT A01111 .v (2)2x8 HDR (z)2x8 HDR (z)2x8 HDR (2) (2)2x6 Uip 5'- 1"eq 5.52 eq. e. (2)2x10 HDR (2)2x10 HDR T B.D. TO BE DETERMINED REV DATE DESCRIPTION RELOCATE NEW UP 1.25.2022 REV./ADD LANDING 4 EGRESS ELEC.METER //'' INSULATE WALL for SMD � I � WINDOW WELL as TOM BATHROOM WALLS(TYP) NEW PR11/ 4— di o NOT EGRESSWNDOW t- t"" OPEN TO GARAGE WELL with COVER at GRADE mm"�t im ABOVI= ALL GARAGE WALLS AND W u vaum 5 Q a .D � in CEILING TO RELIEVE _jII J m CONT.SOLID O 5 = �"TYPE BRIDGI 'X"GYPSUM BOARD BRIDCsING Q `� - - - — - NG JJ+ .h 18"x80' 2'-0 0 w Lu { W CL 5. ENTRY FAMILY R OM z $ o HALL a W W Z m ' SHELVING LANDING = 0 0 o / (TBD) — DN.11 0 o a W o C NEW T DN ON. _ _ (2), DOORS to make ■ ■ i I ■ w ONE(U 48"PANEL(3)REQ'D A•5 3 O.H.CABINETS 3 -'"-. 1'-2 ' 3 ■ r _, W z �' ---- ,. = 3m"x80^ 3'-5 30,x, � C � W —————�——(2)1 Y,"x IS"20E Microllam LVL _— _ BASE CABINETS _ ___ 4 ^ A-5 a (2)NT0 HDR n n Z v q cv It ———— — SHELF CLOSING G'LABEL DOOR AMB o +/•2'-83" 1" ■ __ v�FULLY WEATHER Si IPPED 6 b 4 II'-9"frame 81 5'-0" frame 4'•1"frame ,REFRK� i X J I l x L Q k. I GGG..• C di I � c S r x I n J 36'x 12"WORK TABLE 010 - CONT.SOLID _ — _ _o b•aTo.t_ � BRIDGING - - - �- a x u� KITCHEN00 NEW BILCO DOORS _ (2)1x10 HDR -�. LIVING ROOM z I (2)2x10 HDR e i UNIT A 2'-10�' •/-15'-41"frame Y-61' 4 4 2 4 --j-- •/•12'•6"WF. 5'-10" 3 " I CHECK CAR SIZE Du) 30' I I 5 I STEPPING 10%0'NEW ADDITION (2)2x8 HDR (2)1 Y4'x IS'2DE Miuollam LVL (2)2x6 HDR l2)2x6 HDR I STONES(TBD -- ---------------------------------- -- ----------------=- — =-----—-- ——— UNIT A UNIT D UNIT D AREAWAY _ AREAWAY of x': r7 36'x80' ON. W d1 W B A ON DN. A-5 A-5 DINING Room ACTIVE PITCH SLAB I/4"/FT.(mirL) 0 NEW VAULTED EILING PASSIVE o I a o _ x —� -w- - - - - -- - - - - - x g Z - PLAN NORTH W 0 :n STEP(TBD) z 0 (2)2x6 HDR (2)2x6 HDR I I (z)2x6 HDR. UNIT A UNIt A UNIT A •I.8'-0"equal I •/-8'-0"equal BBQ •/-I6'-0"NEW ADDITION FILE SET: 05-31-2022 E p E A-5 STEVEN M. KELLER,AIA c architect z 0 17 KEELER STREET a NEW REAR TERRACE HUNTINGTON,NY 11743 (STONE PAVING on 4" REINF. CONC. SLABSon z (631)271-9505 _ ALL DRAWINGS AND WRITTEN MATERIAL � a u APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED,USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE ARCHITECT. SEAL FIRST FLOOR PLAN 24'-0"NEW PATIO 6'-0"PATIO SCALE: 1/4" m 1'-0" 7 ��(P� �� pP PROJECT ADDITIONS AND ALTERATIONS for a N a GCSE �RHEAD'-TRADE' THE 5CHAFFER RESIDENCE &_*Q0, /ANGLE CUT TOP SHEATHING SHEATHING CORNERS FOLD ��- FLASH"AND TAPE SEAMS. ------ ..::. 110 PINE TREE ROAD - " CUTCNOGUE, NY 11935 UP TO EXPOSE ————————— — 1 I SHEATHING CUT HOUSEWRAP z. 1 I I IN MODIFIED DRAWING TITLE 'I.CtIT•SHAPE FIRST FLOOR PLAN �I I � NOTA:FOLD SIDE r =r �I I AND BOTTOM and DETAILS JI I `j FLAPS INTO I'x "DAM STRIP1'x 3s'DAM STRIP ROUGH OPENING ------ ' FaO' AND SECURE WITH ' I r`, �II d' STAPLES I r' x. 4 ,.,' K 'MI a��. .�' FLEXIBLE 'MIN. i� 'MIN. PEEL-AND-STICK 4 -------- --- ---- ' MEMBRANE ilb !/2 ii. ' j L t DRAWN BY DRAWING N0. JUL 2 C) ?022 � � �, bt I FLEXIBLE MEMBRANE Ci41!!.!-�1N ut_P's: DATE ('STRAIGHT FLASH') �Ci FIRST-PEEL-AND-STICK SIDES,THEN HEAD 11/OS/?0?1 SCALE HOUSE WRAP AT WINDOW OPENING (TYN AS NOTED � 1 SCALE: N.TS. JOB NO. ?I?I CONSTRUCTION PLAN LEGEND: SYMBOL DESCRIPTION EXISTING CONSTRUCTION TO REMAIN C - _ :3 EXISTING CONSTRUCTION TO BE REMOVED NEW FRAMED CONSTRUCTION NEW POURED CONCRETE WALL E D B A E D B q.g A-5 A-g A-3 A-5 q-g A-g V.I.F. VERIFY IN FIELD FLG. FLASHING T.B.D. TO BE DETERMINED REV DATE DESCRIPTION frame W-21'•113'frame 4 11'•6 ,frame 4 A 3111 11_ II 31„ 5, 5g„ �, 5g„ 32"."1'.32"., 3'.q' 31„ ° ' 1„ 2 2 8 $ 83 2 5'•3 frame 5 5'•3"frame 31 8"STEPBACK PAD OUTROM FROM WALL UNIT B UNIT B WALL BELOW BELOW UN T B UNIT C `r j TEMP.GL —— 5 -------------- TEMP.GLASS------ ----- ------------------------ ------------------------i i------------------------------------------- ------ — -- -- — --------------- — I I I 1 i rn (2)2X6 N RTP x R DN• J I I 7 I n BENCH? 3R I i O NEW 2x10.16-oz.R.R. NEW 2 10-I6'oc.R.R. I I � For SCLNC30'z 6m' n I'- " 3'-4" I ALU BATHROOM WALL ITYPJ P Wr TIJB/SHO)ffR Q LOW STORAGE i u I — Lu SHOWER — I 1 '- N W M. BATH NEW BATHLTEMPGLDA055 :� �' J I NEW M. 54TH NEW EQTN TEMP.GLASS TOWEL .r�1v24'x60"MSUL.ACCESS PANE (T.BD) Q wOOR r ENG28"w m ARLu n _ J ■ LAV B �1� \ 3'-8 OPEN TO a TOWEL BAR BELOW - n x �l 71•D Zf iv SI E POLE _ DBL_.POLE vJF. SINGLE POLE 1„0 vault I„ r"tao� „ tl —WASH—ECR a0n01d CABINET -- ------------- --------- SLOPED CEILING E W I _ — — — — — Z w CEILING in -----' - d 'a- H ---- ---------- ------------------------------ 5'• fre 5' 0 free Z �� J w J— SLOPEDz ------� AND SHELF AND SHELF 3� „ 3� II 3� DRYER r Z -�' UJ.I.C. r — NE' 1 � DfCCC1 LoV LAV r 1212x6 HDR °� 'n b'BI-FOLD DOORS ON W.I.G. � `^ � o � s o r° s' s• `� `� Ott'"' _ _ _ - - - - - a L NEW 2x12 RIDGE % Q - 4 a STX THn `v �_ C x 5" DN.12R I�I• 7 A A,5 30"x80" c °" I°I LAUNDRY HALL _ w IV a"0' E HANDRAILS per YS code j�j 30"x80' E 74NEW 2x12 RIDGE(OVER) Z a -1v I �^ 5' NELU MASTL NEW 2x8 RIDGE IWDER)SEE SECTION - J W --_ry .— _—_—__- ~ y `^ NEW NAL' SLOPEDCOLMG i , i— �q f — -- __� ------ I -------------- — — SLOPEDGEILING � ��V��C � �— — UJI v SLOPED CEILING I SLOPED CEILMG Lu I w _ LINEN CLOSET _ _ ' `^ — �, 5 SHELVES O p� � �'i 0 `� I-- p SINGLE PULS AND SHELF - OOM � NEW BEDROOM � � NEW MASTER lounervenry NEW BEDROOM NEW �EC�CCM – ,� _ BEDROOM 0 CA e – \ 0 _ X Q W _ Lu Lu Lu r---- Lu Z Z Z I =� SLOPED I I I SLOPED 3'1" 6'•9`'frame ;;� 31, V-I" frame ' �/-6'-2 "frame 13 " SL PED CEILMG w l CEILING I CEIL I GE MG I I I I o I +/•14'•104° o f as 0 1 (2)2x HDR I I Q ------- ----=K„ ..-. ----------------� I - I — -------------- ---J I W °1 UNIT A, �• ------------ I � W I� z J 1 y :D I I I I 31" �/-12'-104"frame 3 " 2' I" 3 " II'-ID frame v „ 1 4''4" 4,•411 3 11 1'•8 1 3 " 1- 13 ' I L—Lil I I I (2)2xb HDR (2) xb HDR (2)2xb HDR (2)2ke HDR I IL UNIT A UNIT F UNIT F UNIT A 5'-4411 D B A D B A A•g A-g A-3 q.g q_g A_g PLAN NORTH PLAN NORTH FILE SET: 05-31-2022 STEVEN M. KELLER,AIA architect 17 KEELER STREET HUNTINGTON,NY 11743 (631)271-9505 SECOND FLOOR PLAN A g ROOF FRAMING PLAN A-g ALL DRAWINGS AND WRITTEN MATERIAL SCALE: 1/4" = P-0" SCALE: 114" 1'-0" APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED,USED OR 12 12 DISCLOSED WITHOUT WRITTEN CONSENT OF THE ROOF SHINGLES, ICE a WEATHER SHIELD ROOF SHINGLES, ICE a WEATHER SHIELD 9 L `\ ARCHITECT. ROOF EDGES a VALLEYS, 4 4 ROOF EDGES 4 VALLEYS, \ 30"ROOFERS FELT a 3a" ROOF SHEATHING 30"ROOFERS FELT a 12 NOTE: SEAL e %4" ROOF SHEATHING 12 IN AREAS WHERE SECOND FLOOR WALL IS PRESENT `\ 2x6-16"oz.CAN BE USED FOR SKIRT RAFTERS ...""'.�` ,, \ I III 1e '• -f�`pYp`�q..,,4 SII 311 211 / ��5 l \t \\\ QII I \`\ � V titin 2 2 x SUB-FASCIA x8- VEE-PANEL 2 x SUB-FASCIA DRIP EDGE ,-' R 38 (BER'sLAS• IN tILATI�I �\ ;\ DRIP EDGE0ci \`\ ROOF SHINGLES,ICE WEATHER i \ SHIELD 6 ROOF EDGES a VALLEYS, FLASHING ;�%� --- --------------------- �,�ESEE 51�ECSJ �, ��_, FLASHING l ` • y 30 ROOFERS FELT a �IMF5ONStrong- Tie N2.5A CLIP . . �Jj, �\ Y4" ROOF SHEATHING ALUM. 9 PORCH BEAM every rafter L ALUM. \\ GUTTER �� II 2x10 CLG. Or TS / GUTTER VENT PAMELS r 5IMP50N Strong- Tie N25A CLIP PROJECT / 2x6-16 oc.CEILING JOISTS O ADDITIONS AND ALTERATIONS f r N \ 2x4 PLATE ,6 0 every rafter ?` 34" PLYWOOD NEW SUB-FLOOR o VINYL SOFFIT (SEE SPECS) „ 1x8 FASCIA BD. - - — THE SCHAFFER RESIDENCE � 2x4-I6 o.c.WALL STUDS Ili 2x BLOCKING a 1x10 a 1x4 TRIM j 1 1/4"(20 GAUGE)GALV.STRAP 6 16"o.c.WRAPPED ALIGN Ix8 FASCIA SIMPSON Strong- Tie"L5 > AROUND PLATE with(3)8d HOT-DIPPED GALV.NAILS 110 PINE TREE ROAD SIMPSON STRONG TIE"H2A CLIP f VENTED VINYL SOFFIT ANGLE CONNECTING > +8 BD.with HOUSE i i (2) 1/211 0 THRU BOLTS INTO POST s, INTO STRAP t WALL STUD(MIN) � R-15 FIBERGLASS INSUL. ' �� :• (SEE SPEC) BRACKET r1 CUTCHOGUE, NY 11935 (2)2x10 HEADER �. r 2 x 51.115-FASCIA VINYL SOFFIT I z DRIP EDGE FLASHING (.SEE SPEC) R 5 RIGID MSULATION 2x10 JOIST Pq� VINYL SIDING 13/"x 14"Mlcrollam LVL DRAWING TITLE j ALIGN with B.O.FRIEZE BOARD F GUTTERj F IXIO BOXBEAM BD.with 1x2 TRIM % I AT HOUSE RIM JOIST a BLOCKING Alurt ALIGN with EXIST.T.O.T_ PLATE _ _ _ _ ECOND FLOOR PLAN 4 3 " I x 8 AZEK 1x4-16 °.c. 1x8 FASCIA BD. ROOF FRAMING PLAN NOTE: 1 4x4 TREATED WOOD POST USE CORRESPONDING VENTED VINYL SOFFIT and DETAILS TRUSS JOIST "RIM JOISTS" (SEE SPEC) SITE BUILT COLUMN with TJI FLOOR FRAMING COL. ENC4. IXIO FRIEZE BD.with Ix1 TRIM DRAWN BY DRAWING NO. I I (ADJUST in field with WINDOWS) I 1 bt I 'I' I i � VINYL SIDING DATE II/08/?021 PORCH BOX BEAM & ROOF EAVE DETAIL 2 ROOF EAVE DETAIL 3 RIM JOIST with ROOF EAVE DETAIL SCALE F1 p1F\Q SCALE: 1 1/2" : 1'-0" SCALE: 1 1/2" P-0" SCALE: P 1'-0" AS NOTED A-4 JOB NO. 2121 CONSTRUCTION MATERIALS: (SEE TABLES 3.1,3B,AND 3.9 NAILING SCHEDULE) ROOF CONSTRUCTION: 2x12 RIDGE ROOF SHINGLES TO BE 'TIMBERLINE UNTRA' LIFETIME SHINGLES BY GAF (WWW.GAF.COM)TO MATCH EXISTING "WEATHER WATCH"GRANULAR 12 12 SURFACED LEAK BARRIER BY GAF or ICE 4 WEATHER SHIELD b GRACE { 2x12 RIDGE 2x12 RIDGE 11 12 14" (MIN.)WIDTH AT ALL ROOF BREAKS, EDGES,RIDGES AND VALLEY($),ETC.,OR ALTERNATE "ICE 4 WEATHER SHIELD". - - EW 2x4-48"°t. -' "SHINGLE-MATE" ROOF DECK PROTECTION BY GAF OR ALTERNATE 30" 2)2x10 BEYOND ti ROOFING FELT. 12 NFw2 12 12 /�o F�'+a 3/4" PLYWOOD SHEATHING z$ o� 14 " 14 1 �:� �0 2x8 41x10 6 I6 oc.ROOF RAFTER$-SEE PIANS 4 SECTIONS FOR ROOF FRAMING, 1 I2fRs 8 I? 12 / x+ r IleNJ HURRICANE CLIPS 16" O.G.RAFTER TO WALL STUD (5)8d NAILS A-4 _ NEW R-38 INSULATION—j _ __ <--NEW R-38 INSULATIONS _ EA END (SEE PLANS 4 SECTIONS) - 12 �'- NEW 2xlm-ib'oa CJ. �. 12 - NEW 2x10-16oc.cJ. RIDGE STRAPS-16" O.C. 11" 20 GAUGE GALV.STEEL STRAPS(3)8d NAILS NEW 2x10-I6"oc.C.J.CNEw R-38 INSULATIONS NEW TA.PLATE _ , NEW TD.PLATE NEW To.PLATE EACH END a NEW ° ROOF CONSTRUCTION. 12 2x10 g 16" O.C.CEILING JOISTS L REV DATE DESCRIPTION R-38 EcoTouch(I? THICK - KRAFT FACED winter warm side)for Flat ceilings IF °°°°° 111 � �? +1.11'•6"frame R-30c EcoTouch(8y" THK - KRAFT FACE with vent panels) For cath. ``° +� ceilings Pink FIBERGLASS BATT INSULATION AS MANUR by OWENS CORNING \� ° � ' "CAT-BRACE'BEARING WALLS(TYP)) (www.owenscorning.com)WITH BAFFLED VENT PANEL 0 EAVES. °r'f'If \�� \°° `r �' _ 1/2"GYPSUM BOARD +r`° °.�° '� �`�� UPPER HALL HAL BATH .0/ EXTERIOR WALL CONSTRUCTION: 2x4-I6'oc.WALL XID' °°°® 1'' R-5Rigdk*ul.glass MR) I' T" �' LAUN RY HALL CLOS T '`� I-r3�" 3 BEDROOM LAUNDRY HALL SIDING: SEE EXTERIOR MATERIALS LIST (SEE BELOW). BEDROOM a 2x LEDGER BOARD A'4 TYVEK HOUSE WRAP AS MANUFACTURED BY DuPont. (WWW.TYVEKCOM) ALL SEAMS TO BE TAPED NtwSUB•FLooR NEwsua-FlODIe �1J80B-FLOOR 3/4" 'TUFF-R' CONTINUOUS INSULATING SHEATHING (R-5)AS MANUFACTURED NEW R-30 INSULATION --j 6�0 "�,`r NEW R-30 INSULATION ,� NEw rD.PLaTE NEW 14"rJI(360)•16 O.C.JOISTS ` ALM with EXIST.T.O.PLATE = NEW la"TJI(360)•16•oc.JOISTS ALIGN aith EXIST.TD.PLATE _ A BY DOW CHEMICAL CO.(www.insulategourhome.com)1-866-583-2583. LIGN with DDDR 1/2" PLYWOOD SHEATHING. (3/4" to match exist.where req'd) FLOOR INSULATION TO BE M SUBSTANTIAL CONTACT with the DOR TA ALL ABOVNDERE 2x4 a 16" O.C.STUDS (WITH SINGLE SHOE 4 DBL. TOP PLATE) ALIGN D.WMDOU.CS ALIGN T.O.WMDpUB ALIGN TO.WNDOIUS DORMER WALL ABOVE WITH WINDOWS M HOUSE WITH WINDOWS In HOUSE WITH WINDOWS M HOUSE UNDER SIDE OF THE SUB-FLOORING per 3032 t 4022E or -- UPLIFT $TRAP$-16" O.C. 1114" 20 GAUGE GALV.STEEL STRAP(3)8d NAILS 2020 NYS EGGG EA,END WALL TO WALL BETWEEN FLOORS 4 WALL TO SILL PLATE 'CAT-BRACE BEARING WALLS(TYP)) (SEE DETAIL ON PLANS,SECTIONS 4 ELEVATIONS) R-15 EcoTouch(3�" THICK - KRAFT FACED)Pink FIBERGLASS INSULATION MANUFACTURED BY OWENS CORNING (www.owenscorning.com) 1/2"GYPSUM WALLBOARD INTERIOR WALL CONSTRUCTION: 2x4 - 16" oz.STUDS (WITH SINGLE SHOE 4 DBL. TOP PLATE) GARAGE GARAGE GARAGE STAIR EN Y HALL CL05ET NCAT•BRACE" BEARING WALLS (TYP) s ___®_ Exisr.SUB-FLOOR � I/2"GYPSUM WALLBOARD I=211ALIGN with EXIST.FOUNDATION ALIGN wRh EX184.FOUNDATION 12"STEP with EQUAL HL RISE 2x6-K•oa FLOOR CONSTRUCTION: (3)I Y4'x 9Y.'20E Mi Ilam LVL (2)1 d/,"x 9Y.'2DE i it LVL _ UNDER WALL ABOVE TO PICK-UP t TRANSFE MT LOAD(SEE PLAN) R-15 EcoTouch(6 Y4"THK -KRAFT FACED winter warm side)For floor above 65M'T e R-30 EcoTouch(9Yz"THK- KRAFT FACED winter warm side)for floor above garage in NEW caurrt t FOOTIN 1i BEYOND (2)2x6 TREATED WOOD SILL PLATE (check to match height or exist.) - 3'-02FIBERGLASS SILL SEALER COPPER TERMITE SHIELD (TAPE BETWEEN DISSIMILAR METALS) tt STAIR FTREATEDWOMPLATE FOUNDATION CONSTRUCTION: A SECTION, "A-At' B SECTION' ►t B-B 5/8" 0 (HOT DIPPED GALVANIZED)ANCHOR BOLTS.LOCATE BOLTS SCALE: 114 1'-0" SCALE: 114 1'-0" 12" IN a EACH CORNER,48" (MAX.)oc.(SEE GENERAL NOTE •2U L----J L----J L----J 8" POURED CONCRETE FOUNDATION WALL (SEE PLANS 4 SECTIONS) 8" HT,x 16" WIDE POURED CONC.FOOTINGS with(2)15 cont.RE-BARS (SEE PLAN 4 SECTIONS) SECTION tiC-C11 4" REINF.CONC.SLAB For GARAGE with 6x6 - b/6 W.W.M. SCALE: 114" . 1'-0" CONCRETE SLAB (2 MIN.)for CRAWL SPACE 6 MIL POLY-VAPOR BARRIER DAMPPROOF FOUNDATION WALLS WITH BITUMINOUS COATING ' EXTERIOR MATERIALS: ROOF SHINGLES: COLOR 4 STYLE TO MATCH EXISTING. SEE CONSTRUCTION MATERIALS ABOVE. SOFFITS: VENTED VINYL SOFFIT TO MATCH EXIST,HOUSE SIDING: SIDING TO BE VINYL as SELECTED by OWNER 202 RIDGE 2x12 RIDGE and INSTALLED AS PER MANUFACTURERS INSTRUCTIONS. V wide'w:PLYWOOD•48'°L. 12'wide A PLYWOOO.48"oe. SOFFITS: NEW BEADED SOFFIT,TRIPLE 2" VENTED AS 12 12 COWECTING UPPER 4 LOWER RIDGES 12 12 COMdECTIN55 UPPER t LOWER RIDGES Ov +6 (LADDER TRJSS) �°4' �+6�. (LADDER TRUSS) UF, by CertalnTeed ANT-GOBAIN, i 12 � � M`� �a 12� 12� 0 11� (www.certainteed.com)OOLOR TO BE COLONIAL 2x PLATE full at of RAFTER(TYP)ti+e�Ax8 �\r �+ zxa WHITE. VENTED Product 046111 ___ 2x PLATE rull at or RAPIER(TYP) ICE 4 WEATHER SHIELD•ALL ROOFICE 4 WEATHER SHIELD•ALL ROOF T_ (2)2x10 1x8' 2x6.%'or-COLLAR TIES C `� (TYP) 12 2x6.16'oa COLLAR TIE5 MAKS(ttP) VERIFY with OWNER 1 \ +/-4 WINDOWS 4 DOOR PRE-BENT DRIP FLASHING TO BE FABRICATED 12 FILE SET: 05-31-2022 94 \\`�\\~� ? °o Faces 1� 14 8" 8" N�W1xg�D'pA' 2xa-a8•oa POSTS `a egFrF� — 1 4 FLASHING: WITH ALUMINUM COLOR MATCH TO FINISH. CONCEALED PAN FLHING AT THE SILLS OF A-4 --- __-- 8 A-4 DOORS AND WINDOWS PAN FLASHING TO BE STEVEN M. KELLER,AIA t77z 2 NEW2x10.16"oc.CJ. `� 711NEW TD.PLATE --<--NEW R-38INSULATION S I I NEW 2x10.16'oc.CJ. NEW TA.PLATE DuPont FLASHING SYSTEM OF FLEXWRAP FOR architect I AN SILL D STRAIGHTFLASH FOR HEAD AND 17 KEELER STREET /� JAMBS. HUNTINGTON,NY 11743 ' TRIM BOARDS, FABRICATED WITH Ix STOCK,5/4 STOCK 4 AS (631)271-9505 RAKE BOARDS, SHOWN ON SECTIONS 4 ELEVATIONS. MATERIAL �a�� \��\ FASCIA BOARDS, TO EEMA MATCHING P1ROFILES .(( wwwAZEK.comARDS D)TO ALL APPEARIINNGA EINGS RE NAND CONSWRITTEN MATERIAL CONSTITUTE AND ETC- U10ER BEDROOM i" M. BATHROOM BEDROOM io and/or ALUMINUM CAPPED TRIM BOARDS. UNPUBLISHED WORK OF THE ARCHITECT AND 04 �/ z♦ VENT FLASHING FLASHING 4* H L o `Z I 24 LEDGER BOARD MAY NOT BE DUPLICATED,USED OR 01 � � a1 WINDOWS: WINDOWS AS SPECIFIED ON PLANS AND TO BE DISCLOSED WITHOUT WRITTEN CONSENT OF THE 2x8 LEDGER BOARD /�i �i' 3'-4 "rrame �`� '` �� " ?/0'�oq 12 14 MANUFACTURED BY OKNA ECO-PRO 600 ARCHITECT. P412x LEDGER BOARD 11 rF�.R 84" Series (215)188-1000 www.oknawindows.com IzE/� M�,� ALL GLAZED UNITS TO BE ENERGY PACKAGE + SEAL'ec A-4 -°F; /� - - NEW SUB-FI.00R ° 4rl0y NEW �'�'°!°'_.,•.W..I's`"'•,.;:ate �1x� 12 v ARGON GAS.TEMPERED GLASS AS CALLED dE- �" NEW 2x10-I6'o.a �—INSULATE for SOUND —� (s, rrvv �y" �—INSULATE for SOUND —� NEW 2x10-I6'oc FLOOR JOISTS (2)I 'x18'2DE Mlaollam LVL `r.,r 4 • ~°4 '�'� '"^�"�, r--- �� FOR IN WINDOWS NOTED ON PLANS.SELECTION `R MATCH EXIST.TD.PLATE 2x6.16'oc.CEILING JT=S __ - -- EXIST.T,O_PLATE = ALIGN wxh EXIST.TD.FLATS = OF SCREENS,COLOR,HARDWARE 4 OTHER '��`'�"'� �• �"�� "=M1<:. z,� (2)l Y4"x 18"20E Mluollam LVL JOIST HANGER 1 +.r OWNER TO PURCHASE. BE REVIEWED WITH "2 + rz)zxlm BOX BEAM �I i Ili � IOVERHEAD DOOR TRACK POCKET(TBD) �' - '' ' i 4x4 TREATED WOOD POST 1 II I I I -sr.- DOORS. EXTERIOR DOOR$ AS SPECIFIED ON PLANS TO BE MANUFACTURED BY THERMA TRU I I NEW KITCHEN 3 "CLASSIC-CRAFT" VERIFY WITH OWNER EXACT jl PAD OUT WALL 4'use treated wood in 00 0 00 I plated,dheatnirg.CONC. _ "- w - �° model and st le Q FAMILY ROOM I LIVING ROOM (N1N ROO � = a y III Z 7xa•KocwALL2xa-16oawAlLFLASHING 5 R.5Flbergkw(TY RIDGE VENTS: CONTINUOUS RIDGE VENTS TO BE 'RIDGE PROJECT g R•b F or-W L kxulR•5R idthduLMP) MASTER PLUS BY MID-AMERICA BUILDING� R•5 Po Id LlTYPJg ADDITIONS AND ALTERATIONS for A-2 H SLAB I/4"/FT.(min.) - i PRODUCTS,A TAPCO INTERNATIONAL EXIST.SUB-FLOOR ALK"N with EXIST.5J8•ROOR xueeraErreo1 - EXIST.2x10.16'oc. f NEW R-19 INSULATION j EXIST.2xlm-I6"oc.FLOOR JOISTS —NEW R-19INSULATION—� F, pyF�J COMPANY,(WWW.TAPCO-INTL.COM) AFFER RESIDENCE THE SCN _COMPACTED_FILL_ ___ /�i�i S J f� Fl"` S J FLOOR INSULATION TO BE N SUBSTANTIAL CONTACT with the NEW CRAWL CUTCHOGUE, NY 11935 b"min STRUCTURAL LONC.SLAB � ' 1 J �-J UNDER SIDE OF THE SUB-FLOORING per 3032 t 4022B of with bxb-y GRID -J _, 2020 NYS ECCC SPACE NEW PATIO �� DRAWING TITLE rj (2)5 RE-BAR(CONT) J J NOTE k2"CONC.SLAB� —J—J —q_J � BUILDING SECTIONS L--, 47 S 6011 POLY VB. a► DETAIL5 and NOTES L--� EXIST. BASEMENT EXIST. BASEMENT F--� L--I r--) DRAWN BY DRAWING NO. SLOPEM I i I I I L---J_-------------- SLOPE NOTE A: L----J L----J L----J bt PIN NEW FOUNDATION t NEW SLAB TO EXIST. WALLS,PROVIDE 5 REINFORCING BAR SECTION "D-D" DOWELS,LOCATED 16"VERTICALLY WALLS SECTION "E-Ett DATE 16'HORIZONTALLY For blab ON CENTETE RS D 11/0$/1021 DRILL 6"INTO EXISTING FOUNDATION AND SCALE: 114" " 1'-0" SECURE WITH NON-SHRINK.GROUT OR HIGH SCALE: 114" w 1'-0" STRENGTH EPDXY. SCALE AS NOTED A- 5 JOB NO. 2121 WW 41111� .................................................... ............. . ........................................ .......... - - - ..................... — Ate. ._.._......_._....._.....__......._.._....__........_�_.��............................ C REV DATE DESCRIPTION FLG. I --- FLG. FIG. FLG. FLG. -- a I �1 _......__.._._................ _..__.._._._.._...._.._....__..... _ - ._......_._...................... mr.T aLC UNI _ B UNIR A S I - -_..— — FLASHNG FLASHMG FLASHMG _ —_ FLG. FL& FLG. FL.G. FLG. FLG. FLG. fLC J � LUNIT C � Tp _D] UNIT A UNIT A UNIT A UNIT A BBQFLASHMG FLG. FA 71 EAST ELEVATION NORTH ELEVATION SCALE: 1/4" • 1'-0" SCALE: 1/4" ■ 1'-0"0 0FLG---- _�: HEM EDGED FLASHING _AZEK RAKE MLDG. I I $AZM-281 I I I I I„ AZEK Ix BASE 5.. l2 32" 3' -3" 2'-52 2'-1" 2--4" 2'-4" 3'-0" i 2 �" i 1.. i 11.. 2 1 2 1 2 ROOF SHEATHING ROOF SHEATHING ROOF SHEATHINGI i AZEK Ix 2 EDGE 3v-- I I -- x - -= -- _ F — — — — — — — — — — — — — — —� _-------------------- ,q POWER & COMMUNICATIONS (LEGEND: --------------------- SYMBOL DESCRIPTION =0 NEW WALL MOUNTED DUPLEX ELECTRICAL RECEPTACLE. 1 I ii ' I -0 220v ELECTRICAL RECEPTACLE. I I It ' I I VENT fAw1FJ TO EXTERIOR NEW DEDICATED ELECTRICAL RECEPTACLE I I I I NRECEPTACLE.W CEILING ELL OR FLOOR MOUNTED DUPLEX ELECTRICAL 3• - t 3 131 UP RELOCATE NEWooD NEW WALL MOUNTED TELEPHONE RECEPTACLE. SINK WA54-# DRY `� TO SO CH ELEC.METER `� (VIF) ABOVE Iv.IFa / x �- NEW LIGHT SWITCH ELECT.SERVICE SEE NOTE 'S ,�' , ; r ---' ; '�- p NEW DIMMER SWITCH (SEE NOTES BELOW( REV DATE DESCRIPTION x GF TOWTCH GFI ------- __ TnV �.�a�QF.• � ,' (VIF) - ----- , k —3 NEW '3-WAY' LIGHT SWITCH NOTE: � 0 REVIEW EXISTING OUTLETS �' C I - FOR CODE COMPLIANCE ,�' ` � `` i T �.'' ,' i _609-D3 NEW '3-WAY' DIMMER SWITCH AND CHECK WITH OWNER ` BELOW - 1 FOR ANY ADDITIONAL ------ ` 1 ----------'/ ' - ' I NEIU '4-WAY'LIGHT SWITCH OUTLETS REQUESTED. ,' ------ �� i �� \� i \� 3-------- ``xt4 FAMILY ROOM `� ' is M?,?,E' ;_ ENTRY �� 4 , ; AUTO.DOOR OPENER•CEILING ' O NEW RECESSED DOWNLIGHT (5" DIAMETER) , 41' J `'--s-®- O NEW RECESSED WALL WASHER(5" DIAMETER) -- -------------------- - ------- D p _ --�_ ---p D--------- REFRIG. �r ; • NEW LOW VOLTAGE VALANCE LIGHTS ODP NEW RECESSED DOWNLIGHT (DAMP LOCATION) r CEILING MOUNTED LIGHT FIXTURE ' --- `~ 4 "Afi (PROVIDE ALLOWANCE) or WALL MOUNTED LIGHTING FIXTURE ' :": :::•;A `. NEW MECHANICAL SYSTEMS GFI ' r (PROVIDE ALLOWANCE) (VIF) % l SEE NOTE "9 - r r / Q SMOKE DETECTOR NIF) �LEr vlOOR OUT ET EXHAUST 4 ; �/ GARAGE ; IVIF) I LIGHTS © CARBON MONOXIDE DETECTOR N W I G R `� 3 Tv CABLE TV RECEPTACLE ' EXISTING BASEMENT WP WATER PROOF LIVING ROOM KITCHEN Et i r EXHAUST AN - DP DAMP PROOF I\ D ~~ 42'AFJt. GFI o _ GFI GROUND FAULT INTERRUPTER AREAWAY AREALUAY \\ DININiD� �OCi I EQ] EXHAUST FAN t HEAT LAMP _D OR EXHAUST FAN (NOTED) FLOOD LIGHT 1 uC2---U GFI POWER STRIP {4} 1 I 1 i UNDER CABINET STRIP LIGHTS(LED) (AF) JUNCTION BOX NEW CRAWL SPACE THERMOSTAT ` PT OPT ON-LINE COMPUTER CABLE :.':-:::;;•;�•.:•'::�.:�,..;•..�s':,.:. :.•.:: . •' " — _ _�.� KE TEM wp UP , Y PAD FOR ELEC.ENTRY SYS BASEMENT FLOOR PLAN FIRST FLOOR PIAN -" SCALE: I/4" 0 SCALE: I/4" 1'-0" POKER AND COMMUNICATIONS NOTES: ----'—rte` I. AIY�LECT.OUTLETS NOT SHOWN ON PLAN,BUT RDQ'D BY CODE, ARE '0 BE PROVIDED BY CONTRACTOR AT NO EXTRA COST. 2. RECESaD LIGHTS INSTALLED IN INSULATED CEILINGS SHALL BE RATED (;)FOR DIRECT CONTACT WITH INSULATION.VERIFY TRIM WITH NOMOWNER FILE SET: 05-31-2022 3. FIXTURES INTALLED IN DAMP LOCATIONS, I.E.BATHROOMS, STEVEN M. KELLER,AIA VENT FANS Mr-)TO EXTERIORKITCHENS, E:TERIOR LIGHTS, ETC. TO BE UI .LISTED FOR DAMP architect _ LOCATIONS.VERIFY TRIM WITH HOMEOWNER 17 KEELER STREET _ _ -�' HUNTINGTON,NY 11743 r -� --- i 4. ALL RECESSES LIGHTS IN CATHEDRAL AND/OR VAULTED CEILINGS (631)271-9505 - TO BE "ALLSL(PE IC AIR-TITE 1 IN,HOUSING" OR APPROVED r EQUAL. REVIELLAMPING REQ'MTS WITH OWNER PRIOR TO B ( FAN AND PURCHASING FIXU S. \ I i , ,�, , RE ALL DRAWINGS AND WRITTEN MATERIAL 1 NEAT LAMP U (1 !,A `lc".Q I APPEARING HEREIN CONSTITUTE ORIGINAL AND DPQ � DPS _�%j II !I ON 1 LOW STORAGE 5. CONTRACTOR TO "ERIFY WITH HOMEOWNER EXACT LOCATIONS OF UNPUBLISHED WORK OF THE ARCHITECT AND IC �`\ �PE ALL LIGHT FIXTURE) PRIOR TO INSTALLATION. MAY NOT BE DUPLICATED,USED OR fel �`. NEiZkN. BATH N�'.�1 TO^"1TCN(S) CHECK DISCLOSED WITHOUT WRITTEN CONSENT OF THE -rt �. BELOW ti 6. PROVIDE ELECTRICFOR ANY NEW AIR HANDLERS AND ARCHITECT. 1J E� MA►�F. GFI CONDENSORS FOR AR CONDITIONING AS REQUIRED.ELECTRICAL IS TO BE PROVIDED ADDITIONALLY FOR ALL NEW CIRCULATING SEAL I - I OPEN TO PUMPS AND CONTROLS FOR NEW NEAT SYSTEM IN PROPOSED NEW BELOWI auj/ ---------- -------------------------------- ADDITION.IC 4 ,. .0 �.", :':- •. ._ / 1. ALL ELECTRICAL OUTLETS AND SWITCHES TO BE 'DIECORA' STYLE, ,�`� COLOR TO BE SELECTED BY OWNER , NEW BEDROOM 1', r '' ` 8. ALL DIMMER SWITCHES TO CL DIMMER WITH HED TECHNOLOGY AS ` CAFi ��--- 3 ' A F.F. DN. -- ,� MANUFACTURED BY LUTRON OR APPROVED EQUAL.. I NEW MASTER BEDROOMO OS 9. CONTRACTOR IS TO REVIEW CONDITION OF EXISTING ELECTRICAL SERVICE WITH HOMEOWNER WITH REGARD TO ALL PRESENT AND Q 77 `\ / FUTURE ELECTRICAL REQUIREMENTS. CONTRACTOR; IS TO INCLUDE -------`~ _ © OS3 3 -------- _--_ UP-GRADE OF ELECTRICAL SERVICE AND PANEL IN BID PRICE, IF PROJECT ------- ------ - ___ THE EXISTING CONDITIONS ARE INSUFFICIENT FOR PROPOSED WORK �` I 3 i AND/OR TO MEET CODE MINIMUM REQUIREMENTS. ADDITIONS AND ALTERATIONS for TV \�� I � _ 10. CONTRACTOR TO COORDINATE,AS REQ'D,WITH OWMIER'S SECURITY THE SCNAFFER RESIDENCE (VIF) 1 NEW BEDROOM / O COMPANY IN SETTING UP OR MODIFICATION OF SECURITY SYSTEM 110 PINE TREE ROAD { FOR HOUSE. CUTCHOGUE, NY 11935 CONTRACTOR TO PROVIDE FIXED PRICE LIST IN CONTRACT FOR DRAWING TITLE ADDITIONAL SWITCHES,OUTLETS,LIGHTS, ETC. BASEMENT AND 1st 11. SEE GENERAL NOTES FOR ADDITIONAL REQUIREMENTS. FLOOR ELECTRICAL ---------------- ----------------- 13. CONTRACTOR TO VERIFY WITH OWNER ALL LOCATIONS OF TV, PLANS CABLE, INTERNET AND TELEPHONE RECEPTACLES. i I i 14. ELECTRIC SUB-CONTRACTOR TO OBTAIN ALL MANUFACTURERS DRAWN BY DRAWING NO. SPECS FOR ELECTRIC FIXTURES AND APPLIANCES IPRIOR TO bt ' INSTALLATION. SPECS TO BE LEFT ON SITE FOR HOMEOWNER. I , ' I DATE --_-J 15. ELECTRICAL CONTRACTOR TO PROVIDE ALL REQUIIRED 11/08/2021 ELECTRICAL POWER TO AIR HANDLERS IN ATTIC. SECOND FLOOR PLAN SCALE SCALE: 1/4" = 1'-0" AS NOTED E- 1 JOB NO. 2121