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HomeMy WebLinkAbout44244-Z �ov�g�EfO Town of Southold 6/25/2021 t4 , P.O.Bog 1179 0 o • 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42116 Date: 6/25/2021 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 405 Bittersweet Ln, Cutchogue SCTM#: 473889 Sec/Block/Lot: 104.-2-5 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/24/2019 pursuant to which Building Permit No. 44244 dated 10/1/2019 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: additions and alterations, including screened porch, second floor covered porch and outdoor shower,to an exisiting single family dwelling as applied for. The certificate is issued to Quinn,Elizabeth&Gerard of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 44244 4/27/2021 PLUMBERS CERTIFICATION DATED 4/20/2021 Pl bing&Weating th e Signature Fat TOWN OF SOUTHOLD r oG BUILDING DEPARTMENT TOWN CLERK'S OFFICE o . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 44244 Date: 10/1/2019 Permission is hereby granted to: Quinn, Elizabeth 40 Jackson Ave Rockville Centre, NY 11570 To: make additions and alterations to an exisiting single family dwelling as applied for. At premises located at: 405 Bittersweet Ln, Cutchogue SCTM # 473889 Sec/Block/Lot# 104.-2-5 Pursuant to application dated 9/24/2019 and approved by the Building Inspector. To expire on 4/1/2021. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $440.40 CO -ADDITION TO DWELLING $50.00 Total: $490.40 Bu' di g In ector TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: lines, streets,and unusual natural or 1. Final survey of property with accurate location of all buildings, property topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board that the solder uus d in system contains,less than 2/10 of 1% lead. 4. Sworn statement from plumber certifying 5. Commercial building, industrial building, multiple residences s and similar building.uildings and installations, a certificate of Code Compliance from architect or enginresponsible 6. Submit Planning Board Approval of completed site plan requirements. s and B. For existing buildings (prior to April 9, i95non-conforming lines,.streetbuilding and unusual uses, or atural or topographic features. uses: 1. Accurate survey of property showing property features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$5$OO,oodAddit ons to accessory building$SO.00tBusinesse$50 00. Swimming pool$50.00,Accessory building 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 ✓ Date. New Construction: Old or Pre- [sting Buildin ' (check one) � L Location of Property: Street �'Ha� House No. Owner or Owners of Property: � E l VI Suffolk County Tax Map No 1000, Section Block Lot Filed Map. Lot: Subdivision Permit No. q�iW�&L Date of Permit. Applicant: Underwriters Approval: Health Dept. Approval: Planning Board Approval: Final Certificate: (check one) Request for: Temporary Certificate Fee Submitted: $ �� Applicant Signature Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 sean.deviin(aD-town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Elizabeth Quinn Address: 405 Bittersweet Ln city.Cutchogue st: NY zip: 11935 Building Permit#. 44244 Section. 104 Block. 2 Lot: 5 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Monaw Electric License No: 31527ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 31 Ceiling Fixtures 11 Bath Exhaust Fan 1 Service 3 ph Hot Water GFCI Recpt 9 Wall Fixtures 8 Smoke Detectors 4 Main Panel 200A A/C Condenser 1 Single Recpt Recessed Fixtures 25 CO2 Detectors 1 Sub Panel A/C Blower 1 Range Recpt Elec Ceiling Fan 2 Combo Smoke/CO 2 Transformer UC Lights Dryer Recpt 30A Emergency FixtureTime Clocks Disconnect Switches 30 4'LED Exit Fixtures Pump Other Equipment: Fridge, Oven, DW, W/D, Mini Split, Hood Notes: Whole House Renovation Inspector Signature: Date: April 27, 2021 S.Devlin-Cert Electrical Compliance Form.xls soUryof , Town Hall Annex J Telephone(631)765-1802 54375 Main RoadFax(631)765-9502 P.O.Box 1179 G ® Q Southold,NY 11971-0959Q 'y BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION I Date: • -Building Permit No. Z� I ll; Owner: I - - i (Please print) t l , 1�1 Plumber• S U ,N1�Iv� 't'� &OLM (Please pr1 i I certify that the solder used in the water supply system contains Iess than 2/10 of 1% lead. i I umbers Sign J Sworn to before me this 2 j day of 20_-21 Notary Public, F�G 1 IC County j i ALEXIS K.SEPPE Notary Publi ` c,State of New York y No.01SE6298671,Suffolk County l ,Commisswn Expires,March 17,20-Z,'7- cholas J.DeFeUce,P.E. = 22 Hills Park Lane Smithtown,NY 11787 631.361-7543 K¢e January 18, 2021 Mr. Michael Verity Town of Southold Building Department 54375 Main Road Southold, NY 11971 Re: Quinn Residence Insulation Inspection 405 Bittersweet Lane, Cutchogue, N.Y. 11935 Rear and Side Yard Addition Building Permit No. #44244 Mr. Verity, On Saturday January 16th, 2021, a representative of my office visited the above referenced address to conduct a final review of the recently completed insulation as found on the approved plans dated September 16"',2019. All visually verifiable work for the aforementioned insulation have been found to be in accordance with the 2015 IRC as amended by the 2017 uniform building code. Regards, Nicholas J. DeFelice, P.E. ,��o� NEh,Yo �Q` J.pF q Consulting Engineer s� cc: G.DeMarino,MP Design Studio 2�FoA °s9o9° q�FES SIONP�, 4. S' ENERGY TESTING SERVICES,LLC "The Best Energy is Saved Energy" 1648-A Locust Avenue Bohemia,NY 11716 631-244-2627 • Fax:631-244-2629 www.energytestingservices.com May 11, 2021 Southold Building Department 54375 NY-25 Southold, NY 11971 Re: 405 Bittersweet Lane Cutchogue, NY 11935 As requested by the Town of Southold, Energy Testing Services was retained by Sound Renovations to perform a Blower Door Test at the above address. Robert B. Delfino, HERS Rater License BER-265296 erfor d above test and found that the residence has satisfied the NY State requirement 3 air c nges per hou with the results of the Blower Door at 2.86 air changes per hour which more than pas a requirem t. Tested: 690 sq.ft x 60 min/hr/14450 ft 2.86 ACH 50 If there is any further information that you need, please do not hesitate to contact us. Thank You l�- Robert B. Delfino Rater Robert B. Delfino Rater Builders & Homeowners Certified Source for: • Home Energy Rating Service(HERS) • Manual J&D • Infrared Imaging oec��.DrrtD • Certified Home Performance Energy Audits VMOAll designed to improve home comfort, durability, health&safety and to reduce homeowners'energy costs. Jake Quinn 405 Bittersweet Lane Cutchogue HVAC Load Calculations for Sound Renovations 50 Lower Rocky Point Road Miller Place N.Y.11764 Ee "14L""W MVAC HVAC LOAD Prepared By: Robert B Delfino Energy Testing Services LLC. 1648 Locust Ave Unit A Bohemia, New York 11716 1-631-244-2627 Monday, May 10,2021 Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. Rhvac-Residential-&Light Commercial HVAC Loads Elite Software Development,Inc. Ecke gv_Testing Ser_v_ices LLCV__ __,.._gin,,___ Jake_Quinn_405.Bittersweet Lane-CCutchoaue Bohemia NY 11716 _.." Pa e 2 Pro"ect Report General Pro'ect Iriformation Project Title: Jake Quinn 405 Bittersweet Lane Cutchogue Project Date: 2021-04-22 Client Name: Sound Renovations Client Address: 50 Lower Rocky Point Road Client City: Miller Place N.Y.11764 Company Name: Energy Testing Services LLC. Company Representative: Robert B Delfino Company Address: 1648 Locust Ave Unit A Company City: Bohemia, New York 11716 Company Phone: 1-631-244-2627 Company E-Mail Address: r.b.delfino@energytestingservices.com 'Desi`n Data' - .� . Reference City: Suffolk County AFB, New York Building Orientation: Front door faces South Daily Temperature Range: Medium Latitude: 40 Degrees Elevation: 67 ft. Altitude Factor: 0.998 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 10 9 n/a n/a 70 n/a Summer: 83 71 56% 45% 75 37 Check Fiures Total Building Supply CFM: 763 CFM Per Square ft.: 0.449 Square ft.of Room Area: 1,700 Square ft. Per Ton: 933 Volume(W): 14,450 Buildin Loads ' " v 1.. ` Total Heating Required Including Ventilation Air: 26,993 Btuh 26.993 MBH Total Sensible Gain: 17,412 Btuh 80 % Total Latent Gain: 4,452 Btuh 20 % Total Cooling Required Including Ventilation Air: 21,865 Btuh 1.82 Tons(Based On Sensible+Latent) Notes _ Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\...\Jake Quinn 405 Bittersweet Lanre Cutchogue.rh9 Monday, May 10, 2021, 3:39 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Enerpv Testing Services_LLC_ __ _ : __ __ _�_____ Jake-Quinn 405-Bittersweet Lane Cutchoque Bohemia NY 11716 Pacie 3 Miscellaneous Report System 1 System.T Outdoor Outdoor Outdoor Indoor' Indoori� Grains Input Data Dry Bulb: 'Wet Bulb Rel.Hwn. Rel.Hum Djy Bulb Difference. Winter: 10 9 80% n/a 70 n/a Summer: 83 71 56% 45% 75 36.74 Duct Sizin` In uts " Main Trunk Runouts Calculate: Yes Yes Use Schedule: Yes - Yes Roughness Factor: 0.00300 0.01000 Pressure Drop: 0.1000 in.wg./100 ft. 0.1000 in.wg./100 ft. Minimum Velocity: 650 ft./min 450 ft./min Maximum Velocity: 900 ft./min 750 ft./min Minimum Height: 0 in. 0 in. Maximum Height: 0 in: 0 in. Outside Air Data v .x� Winter Summer Infiltration Specified: 0.340 AC/hr 0.180 AC/hr 82 CFM 43 CFM Infiltration Actual: 0.324 AC/hr 0.147 AC/hr Above Grade Volume: X 14,4,50 Cu.ft. X 14,450 Cu.ft. 4,678 Cu.ft./hr 2,125 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration: 78_ CFM 35 CFM Total Building Ventilation: 75 CFM 75. CFM ---System 1-- Infiltration &Ventilation Sensible Gain Multiplier: 8.78 = (1.10 X 0.998 X 8.00 Summer Temp. Difference) Infiltration &Ventilation Latent Gain Multiplier: 24.92 = (0.68 X 0.998 X 36.74 Grains Difference) Infiltration &Ventilation Sensible Loss Multiplier: 65.84 = (1.10 X 0.998 X 60.00 Winter Temp. Difference) Winter Infiltration Specified: 0.340 AC/hr(82 CFM), Construction: Semi-Tight Summer Infiltration Specified: 0.180 AC/hr(43 CFM), Construction: Semi-Tight C:\...\Jake Quinn 405 Bittersweet Lanre Cutchogue.rh9 Monday, May 10, 2021, 3:39 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Testing Services_LLC, :._. _ -__Jake-Quinn 405 Bittersweet Lane Cutchoque Bohemia NY 11716 Page 4 Load Preview Re ort Net ft.-' Sen Lai Net Sen Ht CI Ac Duct Scope To !ro Are GainGainGainLoss 9 9 Size CFM CFM CFM Buildinq 1.82 933 1,700 17,412 4,452 21,865 26,993 287 763 763 Svstem 1 1.82 933 1,700 17,412 4,452 21,865 26,993 2.87 76.3; 763_ 10x1 Ventilation 658 1,869 2,528 4,938 Zone 1 1,700 16,754 2,583 19,337 22,055 287 763 763 10x1 1-Zone 1 1st A 1,700 16,754 2,583 19,337 22,055 287 763 763 7— CA...\Jake Quinn 405 Bittersweet Lanre Cutchogue.rh9 Monday, May 10, 2021, 3:39 PM Rhvac-Residential_$Light Commercial HVAC Loads Elite Software Development,Inc. Energy_Testinq Services LLC,_ _J_ake__Quinn_4.05_Bittersweet Lane=Cutchoque Bohemia NY 11716 X Page 5 Total Building Summaty Loads Component : _ Area,, Sen Lat Sen; Total Descrition s m Quari, Loss,i GairV, aGain -Gain WO.31/0.30: Glazing-Anedersen 400, U-value 0.31, 250 4,650 0 4,599 4,599 SHGC 0.3 11 P: Door-Metal-Polyurethane Core, U-value 0.29 21 365 0 116 116 12D-Obw:Wall-Frame, R-15 insulation in 2 x 4 stud 1145 5,907 0 492 492 cavity, no board insulation, brick finish,wood studs, U-value 0.086 1613-30: Roof/Ceiling-Under Attic with Insulation on Attic 1800 3,456 0 2,477 2,477 Floor(also use for Knee Walls and Partition Ceilings),Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal,Tar and Gravel or Membrane, R-30 insulation, U-value 0.032 19A-38p: Floor-Over enclosed crawl space, No insulation 1700 2,543 0 339 339 on exposed walls,sealed or vented space, passive, R-38 blanket, U-value 0.029 Subtotals for structure: 16,921 0 8,023 8,023 People: 4 800 920 1,720 Equipment: 900 7,500 8,400 Lighting: 0 0 0 Ductwork: 0 0 0 0 Infiltration:Winter CFM:78, Summer CFM:35 5,134 883 311 1,194 Ventilation:Winter CFM:75, Summer CFM:75 4,938 1,869 658 2,528 Exhaust:Winter CFM: 50, Summer CFM: 50 Total Building Load Totals: 26,993 4,452 17,412 21,865 Check Fi ures ` Total Building Supply CFM: 763 CFM Per Square ft.: 0.449 Square ft.of Room Area: 1,700 Square ft. Per Ton: 933 Volume(ft'): 14,450 Total Heating Required Including Ventilation Air: 26,993 Btuh 26.993 MBH Total Sensible Gain: 17,412 Btuh 80 % Total Latent Gain- 4,452 Btuh 20 % Total Cooling Required Including Ventilation Air: 21,865 Btuh 1.82 Tons(Based On Sensible+ Latent) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\...\Jake Quinn 405 Bittersweet Lanre Cutchogue.rh9 Monday, May 10, 2021, 3:39 PM Rhvac-Residential&Light Commercial HVAC Loads Elite�Software Development,Inc. Energy Testing_ServiceslLC r ;:_ _-_ -__ _ -_ - -_ -, __- _fake Quinn_405.Bittersweet Lane-Cutchoque Bohemia &Y 11716' Page 6 Manual S Performance Data - System 1 - _System 1 Loads and"Desi n,Conditions - Cooling: Outdoor Dry Bulb: 83 Sensible Gain: 17.412 Outdoor Wet Bulb: 71 Latent Gain: 4.452 Indoor Dry Bulb: 75 Total Gain: 21.865 Indoor RH: 45 Load SHR: 0.80 Supply Airflow: 1,470 Entering Dry Bulb: 76.7 Entering Wet Bulb: 62.1 Heating: Outdoor Dry Bulb: 10 Sensible Loss: 26.993 Indoor Dry Bulb: 70 Entering Dry Bulb: 54.3 Indoor RH: 30 Supply Airflow: 287 E ui ment.Performance Data at`S stem7besi n-Conditions This system's equipment was selected in accordance with ACCA Manual S. Cooling: Model Type:Air Source Heat Pump, Outdoor Model:AOU36RLXFZ1, Indoor Model:AOU36RLXFZ1 AHRI Reference Number: 8071546Nominal Capacity:35.200, Manufacturer: FUJITSU e � 76.7°F� EWB Air Flow ODB 'Total Power ; °Fro CFM °F [ Capacity,` Input,; Sensible, IMBtuh "p`. kW SIT i�Ca aci I MBtuh i F 7 18.14 1.18 0.673 12. `"�1"35 8 6 5 17.28 1.32 0.685 11.8 157 7 18.85 1.23 0.732 13.7 µ � ,8 17.91 1_.37 0.749 13.4 75 19.99 1.2 0.678 13.5 = ,, -8 19.03 1.35 0.693 13.1 `63 157 7 20.29 1.23 0.709 14.3 8 19.3 1.37 0.726 14.01 Interpolation Results: Percent Load of Load Sensible Capacity: 12.850 17.412 74% Latent Capacity: 5.104 4.452 115% Total Capacity: 17.954 21.865 82% Power Input: 1.32 Heating: Model Type:Air Source Heat Pump, Model:AOU36RLXFZ1, Nominal Capacity: 36.400, Manufacturer: FUJITSU Results: Percent Load of Load Heating Capacity: 36.400 26.993 135% C:\...\Jake Quinn 405 Bittersweet Lanre Cutchogue.rh9 Monday, May 10, 2021, 3:39 PM 1 ` >qj SOGlsolo # # TOWN OF SOUTHOLD BUILDING DEPT. �0 • �o 765-1802 INSPECTION `-'[ F 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 REMARKS: DATE (1/10bow INSPECTOR 1 qON # TOWN OF SOUTHOLD BUILDING DEPT. �nnn 765-1802 INSPECTION , _ [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ V6UNDATION 2ND [ ] INSULATION/CAULKING FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANTZONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: p Q �-rr DATE 10/1 -kO>0 INSPECTOR ez 09122b SOUTyo� * TOWN OF SOUTHOLD BUILDING DEPT. %co 765-1802 {SPEC ION INS [ ], 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 R MARK DATE INSPECTOR Awtv lag S0UTyO� � � 2- # TOWN OF SOUTHOLD BUILDING DEPT.- 765-1802 INSPECTION - [ ] FOUNDATION IST [ ] 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 REMARKS: bj .l F s fvi p- e2,mba aA (9 in DATE I 'Z INSPECTOR � " till �OFSOGIyo ----- -- �# TOWN OF SOUTHOLD BUILDING-DEPT, 765-1802 INSPECTION [m ] FOUNDATION 1ST [ ] OUGH PLBG. [ ] FOUNDATION 2ND , [ INSULATIOWCAULKING b [ ] FRAMING /STRAPPING [ ] FINAL [' ] FIREPLACE.& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH). [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: uw 11 I v6ol 6w-\ _C14 21�e VWLL�_Jj DATE I y INSPECTOR so TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION I FOUNDATION 1ST RO GH PL13G. FOUNDATION 2ND SULATIOWCAULKING-- L FRAMING/STRAPPING F I NA4 L FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION PRE C/O PV,MARKS: Oy\. ov-v/ DATE INSPECTOR OF 50UTy�� # # TOWN OF SO THOLD BUILDING DEPT. `ycourme�` 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 REMARKS: J� � heocl-, c7p-m ba Q—/Of \, IjvlrA CL SIT) Ll ` w DATE INSPECTOR o�aOF SOUIyo! l 0 — # # TOWN OF SOUTHOLD BUILDING DEPT. �ycoa�' 765-1802 INISPECTION [ ] 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 REMARKS:- S�no 1",-1 /-�h5� !wjy,. DATE 2 INSPECTOR l � # # TOWN OFSOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST , [ ] ROUGH PLBG. : [ ] FOUNDATION 2ND [ ] ULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL Re, '. [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY-INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ° ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE INSPECTOR c ' FIELD INSPECTION REPORT ATE COMMENTS FOUNDATION (1ST) I H ------------------------------------ C FOUNDATION (2ND) OC LTi •- O 1H v kliwfi 8 ROUGH FRAMING& � � I PLUMBING Lill ,, r INSULATION PER N.Y. 9 r H STATE ENERGY CODE do✓ �v, t FINAL v 11�.I � s , ADDITIONAL C//Onn ME TS v t -A'4-2.0 o. Ob re z Azoot . rn q . a � H CG d �J 1 , T J'OWN-OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631)765-1802 Planning Board approval FAX: (631) 765-9502 y ya Surve Y Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined�� ,20 Single&Separate Truss Identification Form Storm-Water Assessment Form lContact: Approved / 120 Mail to: F. Vin n n Disapproved a/c y() J-(,G VG /�� �1 5-7 Phone: 51V -31.1 -3"43 Expiration ,20 — L& (0 3 k D) n'I 7 i-`� (--� \ Building Inspector : `- C` ` 1PI �> > 1E4PPLICATION FOR BUILDING PERMIT SEP 2 4 2019 Date a,O � , 20 INSTRUCTIONS DEP".- a. Th �application.-MUcompletely filled in by typewriter or in ink and submitted to the Building Inspector with 4 9 r. ". sets of plans,-accurate plt plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions,or 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 for necessary inspections. (Si nature of applicant or name,if a corporation) - 2UC,&v, Yt,—c nFe-c JIS-7 V (Mailing address of applicant) State whether ap licant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder ww�r Name of owner of premises (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate offs er) Builders License No. 39 '714(n Plumbers License No. .5/167 Electricians License No. ��/ !�J-1-A4 j Other Trade's License No. 1. Locatio40S of land on is roposed work wi 1 be done: I I Z V, L & &n e 6 c) o House Number Street Hamlet County Tax Map No. 1000 Section ) 0 4 Block Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Rn S LL n4)�,, b. Intended use and occupancy Re S, 04!34) 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work r J (Description) 4. Estimated Cost Fee / (To be paid on filing this application) 5. If dwelling, number of dwelling units ( Number of dwelling units on each floor If garage, number of cars A/ 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of exi ting structures, if any: Front TU Rear � 140 Depth eS Height Number of Stories i Dimensions of samg structure with alterations r additions: Front Jt'L�, Rear 40 Depth 3 Height 3(;t Number of Stories 8. Dimensions of entire new construction Front �"�"� Rear Depth Height Number of Stories t I 1 9. Size of lot: Front 1 Rear r 1 3 Depth 2 e)U 10. Date of Purchase /01 7A Name of Former Owner ��- I V" �nq I VA 11. Zone or use district in which premises are situated &0 — q0 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO 14. Names of Owner of premises U k/I V)n Address L-L--UA kl-XI'Phone No. 5(� Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO r/ * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO k/ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF Ei 11(. t1 h U l n n being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, V (S)He is the w n ey" (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 knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this,, day of 20j r Notart&*ANCE CURRAN Signature of Applicant Notary Public,State of New York No.01 CU4684932 Qualified in Nassau Countv Scott A. Russell ,��°Su '� STORIMM[WATIER, SUPERVISOR a; AMIA\NA\Gl]ENCENT SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THRS PROJECT INVOLVE Al, OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑ A/Clearing, grubbing, grading or strippirng of land which affects more than 5,000 square feet of ground surface. ❑ Excavation or filling involving morethan 200 cubic yards of material within any parcel or any contiguous ;area. ❑ Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ . Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑M E ite preparation within the one-hundred-year f loodplain as depicted ❑EVFon FIRM Map of any watercourse. . Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department witli your Building Permit Application. APPLICANT (Property Owner,Design Profession Agent,Contractor,Other) S.C.T.M. 1000 Date- NAME ` Y \ /� ����n Distt 5 /� Y Sllle\ct`tii]o`nll( Lot V Block (7`' Cbj S'9r'o FOR BUILDING DEPARTMENT USE ONLY** Contact Information Tckphm a b,) Reviewed By — — — — — — — — — — — — — — — — Date Property —dress/ Location of Construction Work: — — — — — — — — — — — — 1:1 Approved for processing Building Permit Stormwater Management Control Plan Not Required. ® Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM " SMCP-TOS MAY 2014 tJLiiiiiiiiiiii----®-----a------------------- �o�ogUFFO(Kco G$� BUILDING DEPARTMENT-Electrical Inspector C* = TOWN OF SOUTHOLD o • Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959 Telephone (631)765-1802-FAX(631) 765-9502 Temporary Certificate # 369 Date ` 2020 Customer Name (..fy. aal Altj Electrician Name M,,Va Address L405' Phone l s"�0 C, I e-mail p e-mail o Phone 3E� 5P_t3tv3q License# C- jF-- Size ," 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#F 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 va. for 9P days from the date above. Authorized by i *pE SO�ry Town Hall Annex Telephone(631)765-1802 54375 Ma}� yai� . Fax(631)765-9502: •. P.O. ENT-Electrical Inspector Sonrhol O OF SOUTHOLD T l� R 4375 Main Road- PO Box 477 old, New York 11971-0959 t� ►e� 0:�1 BuT@Wt 02-FAX (631) 765-9502 APPLI.CATION FOR ELECTRICAL 1N28P_ECT1Qh!- ,'%.ECTRICIAN INFORMATIO (AN Wormetlon Requlmd) Datel -dA6 Company Name: Name: License No.: email .: Address:: D n,.�; A✓� 14 ,f; G 1V116 6 Phone No.; JAR JOB SITE 114FORMA-110N. (AllIrgormatlon Required) 7.ress I_A+t •Y' r Add dross Street:', : <�`�0 . �-61, B1dg.Pertriit#; ,; email: t i�. m rn{ :px�1; { ,, . "T�•. njstrlct: ",1�0= .$el�ipn: . , Blaok� - - LQt: '" , `13RIE>= DESCRIPTION O :1fVOAK(PleasePrint Clearly,) Circle All That Apply: - 16]6b-ready for inspection?:.-__ _ - YEl�-- - Rough In - .Final._._.. Do you meed a Temp Certificate?: /17%"! NO - Issued On z1N1 A�Q.P,d -T,*mp Irika atian: (AlClnf ii6aton req ) . Urvlce Slz 1 P 30h------ Size; ;)0'0 A #Meters- Old Meter#.�:.Y New Service-Fire Reconnect-Flood Reconnect_- Service Reconnected--,Underground-Overhead #*'UnrialrdiM Laterals 1 2 H,Frame Pole Work done on Service? Y N Addl bowl Information: _P ,M rz N U. :r -, 1 l `` Un� I� f r�r fn r I 0. Request for Inepadbn Form.xls I/O \2r ��(a F�1 , CY C n1l n„r �r r�r1� �' � til � „✓ar dS-- �1'r ��.a ��re-r? ��oa a I I � c Lkw e- . V U � n ,A 4 DEC 2020 �y . Town Hall Annex Telephone(631)765-1802 54375 Main Road 06 Fax(631) 765-9502 P. O.Box 1179 Southold, NY 11971-0959 sS BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION f I: E-EN Gil\]EERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date, Owner: AIW Location of Property: 40 Ar-4?-5vl�-e_j- ZAI CU /y /11.3-- Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or,,,residential structure Rehabilitation to an existing commercial or residential structure I to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Z_ Roof framing (R) Floor and roof framing (FR) Signature- Name (person submitting this form), Capacity (check applicable line) Owner _- ✓ Owner representative TrussReq!5 doex Effective 111120'.5 Energy Testing Services LLC. Invoice FAX: (631) 567-5447 Date Invoice# 1648 Locust Avenue -A Bohemia,New York 11716 5/11/2021 7094 Bill To Ship To Sound Renovation 405 Bittersweet La 50 Lower Rocky Point Rd Cutchogue,NY 11935 Miller Place,NY 11764 P.O. Number Terms Rep Ship, Via F.O.B. Project RD 5/11/2021 °Quantity, ,_ ItemCoge .� Description" Price Each °Amount Manual J Supply Mechanical System Design Manual J 300.00 300.00 i Menual S Supply 'Manual S�!Selection"ofEquipinenf-- 206.00 Blower Door Test Blower Door Test 500.00 500.00 I, Total $1,000.00 - Ile k ` � -. lwnussvW,eslmtuwlsNl,rxaaaar.al • _ rf,N�.9a•i - ,,,,g1,p,YE110N3GYA31xYlVnostolw ' / - ` f i1Ssn DIrKaT 3xl d0 SHK1lSSY ax Ol x. 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' lY. � '� 0.1,/h 9,a'Jc7/,7'`d� �l1�TJ�S • ,. •' _ �!���--•• - o�'. _ _ _ _ � - ,- f � �o,r�6cai�o k�mayr �soy� - ___�_-__ .• - / ; i gs i p �,rac� pvp /�s,•y} Lis �7 &ro7o$ CTILS eq .1 f r/. 1/Y/Y1✓rJ�,.•/ f/�..��!Y 1 vea2aftp r;Mj dq Poloodgur, Cy3/l.V/1�795' C62q 9hW:jpTZr5Ur S Z.IYv se F3FTFoEd � '. .,d . . �.�d�5-�ZBA R�Iesods�g e�aQea oR�.. - aM�•?r..,l Y!("t !v't���! t REScheck Software Version 4.6.5 Compliance Certificate Project Cutchogue Residence Energy Code: 2015 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: 405 Bitterseet Lane Cutchogue, NY 11935 Compiiance::Rqsses . LIA irqdb�off- Compliance: 0.0%Better Than Code Maximum UA: 255 Your UA: 255 Maximum SHGC: 0.40 Your SHGC: 0.21 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. Envelope Assemblies Gross Area Cavity Cont., Assernbly or U-Factor UA Ceiling 1:Cathedral Ceiling 630 30.0 1.0 0.033 21 Ceiling 2: Flat Ceiling or Scissor Truss 420 30.0 1.0 0.034 14 Wall 1:Wood Frame, 16"o.c. 310 15.0 01.8- 0.072 17 Window 1:Wood Frame:Double Pane with Low-E 12 0.260 3 SHGC: 0.21 Window 1 copy 1:Wood Frame:Double Pane with Low-E 12 0.260 3 SHGC:0.21 Window 1 copy 1:Wood Frame:Double Pane with Low-E 12 0.260 3 SHGC: 0.21 Window 1 copy 1:Wood Frame:Double Pane with Low-E 12 0.260 3 SHGC:0.21 Door 2:Solid 21 0.300 6 Wall 2:Wood Frame, 16"o.c. 503 15.0 0.8 0.072 34 Window 9:Wood Frame:Double Pane with,Low-E 6 0.260 2 SHGC:0.21 Window 11:Wood Frame:Double Pane with Low-E 6 0.260 2 SHGC:0.21 Window 11 copy 1:Wood Frame:Double Pane with Low-E 6 0.260 2 SHGC:0.21 Window 11 copy 2:Wood Frame:Double Pane with Low-E 6 0.260 2 SHGC:0.21 Window 9 copy 1:Wood Frame:Double Pane with Low-E 6 0.260 2 SHGC:0.21 Wall 3:Wood Frame, 16"o.c. 200 15.0 0.8 0.072 8 45 0.300 14 Project Title: Cutchogue Residence Report date: 09/16/19 Data filename: C:\Drawings\Quinn Residence\ResCheck 09.16.19.rck Page 1 of10 A Gross Area Assembly , or Cavity Cofit. U-Factor UA Door 3 copy 1:Glass 45 0.300 14 SHGC:0.21 Wall 4:Wood Frame, 16"o.c. 88 15.0 0.8 0.072 6 Wall 5:Wood Frame, 16"o.c. 208 15.0 0.0 0.077 14 Window 11:Wood Frame:Double Pane with Low-E 3 0.260 1 SHGC:0.21 Window 12:Wood Frame:Double Pane with Low-E 5 0.260 1 SHGC: 0.21 Window 12 copy 1:Wood Frame:Double Pane with Low-E 5 0.260 1 SHGC:0.21 Window 14:Wood Frame:Double Pane with Low-E 16 0.260 4 SHGC:0.21 Wall 6:Wood Frame, 16"o.c. 388 15.0 0.0 0.077 30 Window 10:Wood Frame:Double Pane with Low-E 3 0.260 1 SHGC:0.21 Basement Wall 1: Solid Concrete or Masonry 1,067 19.0 0.8 0.044 47 Wall height: 8.0' Depth below grade:7.0' Insulation depth: 8.0' 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 h n to meet the 2015 IECC requirements in REScheck Version 4.6.5 and to comply with the mandatory require en sfn Nff eck Inspection Checklist. All C6101As DerAirt atf R c=. �G 9- /7-/9 Name-Title Signa ure O Date dm w LQ X59004 pgOFES S10N��' Project Title: Cutchogue Residence Report date: 09/16/19 Data filename: C:\Drawings\Quinn Residence\ResCheck 09.16.19.rck Page 2 of 10 CLIENT: TIMBER FRAMING QUINN RESIDENCE GENERAL CONSTRUCTION N 1. ALL STRUCTURAL GIRDERS,BEAMS AND HEADERS SHALL BE DOUGLAS FIR NO. 1 GRADE LUMBER, URK 'STATE & TOWN CODES MOISTURE CONTENT NOT TO EXCEED 15%AND HAVING A MINIMUM FIBER BENDING STRESS OF 1450 PSI,90 NEW COYOR WITH ALL CODES O� GENERAL PSI MINIMUM FOR SHEAR AND A MODULUS OF ELASTICITY OF 1,700,000 UNLESS OTHERWISE NOTED. GLEN V. D ENIAR I N O REARAND SIDE YARD ADDITION @ 1. ALL WORK SHALL BE GOVERNED BY THE TERMS AND CONDITIONS OF THE GENERAL CONDITIONS OF THE VALUES ARE FOR SUFACED, DRY LUMBER ONLY,USED AT 19%MAX.MOISTURE CONTENT. DESIGNER AS REOUIRE, a CONTRACT FOR CONSTRUCTION. NO NOTE OR DETAIL OR LACK THEREOF SHALL BE CONSTRUED AS 2. PROVIDE DOUBLE FLOOR JOISTS UNDER ALL PARALLEL PARTITIONS. 5 CARLISLE ROAD RELIEVING THE CONTRACTOR FROM EXECUTION OF ALL WORK IN ACCORDANCE WITH ALL STATE AND 3. PROVIDE SOLID BRIDGING BETWEEN JOISTS AT 6'-0"O.C.MAXIMUM. MILLER PLACE 405 BITTERSWEET LANE4. UNLESS OTHERWISE NOTED,ALL WINDOW AND DOOR OPENINGS SHALL HAVE(2)-2X8 WITH 1/2"PLYWOOD , NY 11764 LOCAL CODES. P: 631-662-3173 Y HEADERS ABOVE. 2. THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS,ORDINANCES,REGULATIONS 5. ALL PLATES IN CONTACT WITH FOUNDATION WALLS TO BE CCA PRESSURE TREATED AND HAVE , AND ORDERS OF ANY PUBLIC AUTHORITY BEARING ON THE PERFORMANCE OF THE WORK INDICATED IN CONTINUOUS METAL TERMITE SHIELDS. PLATES SHALL BE BOLTED TO FOUNDATION WALLS WITH 1/2" NG REQUIRED C UTC H OG U E, NY 11935 THE CONTRACT DOCUMENTS. DIAMETER BOLTS AT MAXIMUM 6'-0"O.C.AND MAXIMUM 1'-0"FROM EACH END. BOLTS MUST BE EMBEDDED 3 1I�n nt-n . UNLESS SPECIFICALLY NOTED OTHERWISE,THE CONTRACTOR SHALL PROVIDE AND PAY FOR ALL LABOR, 'TRUSS P�-�`CARDt MATERIALS, EQUIPMENT,TOOLS,MACHINERY AND OTHER FACILITIES AND SERVICES NECESSARY FOR THE 6. ALL SUB-FLOORING,WALL AND ROOF SHEATHING SHALL BE EXTERIOR GRADE CDX PLYWOOD. PROPER EXECUTION OF THE WORK. SUB-FLOORING-3/4"CDX. DRAWING INDEX 4. THE CONTRACTOR SHALL BE RESPONSIBLE TO THE OWNER FOR THE ACTS AND OMISSIONS OF ALL HIS 7. ALL TIMBER CONNECTIONS SHALL BE MADE WITH JOIST HANGERS, FRAMING ANCHORS,OR RAFTER ° ANCHORS OF MINIMUM 18 GAGE PRIME GALVANIZED STEEL AS MANUFACTURED BY TECO OR SIMPSON. SITE INFORMATION : EMPLOYEES AND ALL SUBCONTRACTORS,THEIR AGENTS AND EMPLOYEES AND ALL OTHER PERSONS 8. ALL PLYWOOD,TRUSSES,AND LUMBER SHALL BEAR VISIBLE GRADE STAMPING. T-1 AREA MAP, GENERAL NOTES&SITE PLAN Pugliese Vineyard, PERFORMING ANY OF THE WORK FOR THE CONTRACTOR. 9. LEAVE 1/16 SPACE AT ALL PLYWOOD PANEL END JOINTSAND 1/8 SPACE AT ALL PANEL EDGE JOINTS. i 5. THE CONTRACTOR SHALL VISIT THE SITE TO FAMILIARIZE HIMSELF WITH THE CONDITIONS THEREON AND 10. SOLID BLOCKING FROM TOP/GIRDER OR FOUNDATION WNLL TO THE UNDERSIDE OF FLOOR AT WOOD COLUMNS. A_1 IST FLOOR REMOVAL AND SECTION: 104 TO DETERMINE THE EXTENT OF ALL FACILITIES AND SERVICES REQUIRED TO PERFORM THE WORK IN ALL STRUCTURAL MEMBERS SHALL BEAR ON 4"X 4"WOOD COLUMNS AT EACH END UNLESS OTHERWISE NOTED. FOUNDATION PLAN ! STRICT ACCORDANCE WITH THE CONTRACT DOCUMENTS. CARPENTRY A-y IST&2ND FLOOR CONSTRUCTION PLANS, All exterior lighting 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE INCURRED ANYWHERE WITHIN THE 1. PROVIDE TEMPORARY BRACING AND SHORING AS REQIiIRED. WINDOWAND DOOR SCHEDULES BLOCK: 2 installed,replaced or BOUNDARIES OF THE PROPERTY,AND ANY DAMAGE SHALL BE PROMPTLY REPAIRED TO THE SATISFACTION 2. WINDOWS-SEE SHEET A-2 FOR WINDOW SCHEDULE A-3 ROOF PLAN AND BUILDING SECTIONS LOTS 5 OF THE ARCHITECT AND OWNER. l repaired shall conform \ 3. INTERIOR DOORS -AS SELECTED BY HOMEOWNER LOT(S): _ 7. DURING THE COURSE OF THE WORK,THE CONTRACTOR SHALL REGULARLY REMOVE ALL UNUSED „ \ / to Chapter 172 -. R I MATERIAL, 4. WALLS SHALL BE 2x4 WOOD STUDS AT 1-4 O.C.WITH(,I LAYERS OF 1/2 GYPSUM BOARD ON INTERIOR ,.r � RUBBISH AND DEBRIS FROM THE PROPERTY.THE SITE AND PREMISES SHALL BE KEPT " A-4 BUILDING ELEVATIONS ' ❑' of the Town Code ( .405 Bi)(ersweet Lane REASONABLY CLEAN,NEAT AND ORDERLY TO THE SATISFACTION OF THE OWNER. SURFACES. CEILINGS SHALL BE(1)LAYER 112 GYPSUN BOARD. PROVIDE WR GYPSUM BOARD ON ALL ZO N I I N G. R,-40 I 8. ALL SURVEYS, BORINGS AND OTHER STUDIES REQUIRED FOR THE EXECUTION OF THE WORK SHALL BE SURFACES IN TOILET. A_5 CONNECTION DETAILS& LOT SIZE: '���- 22 672 S /FT. I \ PROVIDED BY THE OWNER. 5. GYPSUM BOARD WALLS SHALL HAVE CORNERS REINFORCED WITH METAL BEADS.ALL JOINTS SHALL BE FASTENING SCHEDULE .,: 9. DO NOT SCALE DRAWINGS. USE DIMENSIONAL NOTATIONS ONLY. TAPED AND SPACKLED RECEIVING THREE COATS OF SFACKLING COMPOUND SANDED TO SMOOTH FINISH. 6. ALL GYPSUM BOARD IN BATHROOMS TO BE BLUE BOAII EXCEPT TUB SURROUND TO BE CEMENT BOARD A-6 ELECTRICAL PLANS&PLUMBING RISER TOWN■ SOUTHOLDx . 10. ALL DIMENSIONS TO THE EXTERIOR WOOD FRAME WALLS SHALL BE TO THE OUTSIDE FACE OF STUD 7. PROVIDE(2)-2 X 12 WITH 1/2 PLYWOOD HEADERS AND-RIMMERS AT ALL OPENINGS. (F.O.S.)UNLESS OTHERWISE NOTED. ALL DIMENSIONS ARE ACTUAL STUD DIMENSIONS. 8. ALL EXTERIOR WOOD TRIM SHALL BE CAPPED WITH ALUMINUM 7-Eleven 11. NOTATIONS ON ANY PLAN, ELEVATION,SECTION OR DETAIL ARE APPLICABLE TO ALL PLANS, ELEVATIONS, INSULATION AND WATERPROOFING SECTIONS AND DETAILS. 1. FURNISH AND INSTALL FIBERGLASS BATT INSULATION IIITH SEPARATE POLYETHYLENE SHEET VAPOR BARRIER E r[, �; y 12. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND JOB CONDITIONS PRIOR TO SUBMITTING BIDS AND SHALL OAT - - SHALL REPORT TO ARCHITECT ANY CONDITIONS WHICH WOULD INTERFERE WITH COMPLETION OF THE WORK. TO OBTAIN INSULATING VALUES TO MEET OR EXCEED A-L APPLICABLE LOCAL AND STATE ENERGY CODES. y6 �� 13. CONTRACTOR SHALL SUBMIT ALL SHOP DRAWINGS FOR REVIEW AND APPROVAL OF THE ARCHITECT PRIOR 2. RIGID INSULATION SHALL BE CELOTEX"THERMAX"ISOEYANUARATE BOARD OR EQUIVALENT(R-6.6/I1I \T l T z� TO COMMENCEMENT OF WORK. SUBMITTAL SHALL BE IN THE FORM OF ONE(1)REPRODUCIBLE SEPIA 3. PROVIDE FLASHING AT ALL PENETRATIONS THROUGH FOOF,RIDGES,VALLEYS,HEADS AND SILLS OF FOR THE i AND EADS OF EXTERIOR DOORS TRANSPARENCY(POSITIVE SIDE UP)A TWO(2)B&W PRINTS OF EACH DRAWING. CUTS SHALL BE WINDOWS, H SUBMITTED IN FIVE(5)COPIES EACH. CAULKING 1, <aATl'^N T' 0 14. PATCH ALL WALLS, FLOORS AND CEILINGS WHERE WALLS ARE REMOVED TO MATCH FINISH,TEXTURE AND 1. EXTERIOR-GE SILICONE OR DAP LATEX rt%` FaO:1FIC D CC-D 1CRET[: 2• ROUCsi - FRt,I'z41P C �� F'LfJP:`.SIP;G _ COLOR IN ADJACENT AREAS. 2. INTERIOR-TREMCO"CAULKING COMPOUND" s 15. THE ARCHITECT IS NOT EMPLOYED FOR SUPERVISION OF CONSTRUCTION ROOFING v 3, ;"iSUL,STiOPJ ' f 16. PROVIDE SMOKE DETECTORS AS PER NYS BUILDING CODE 1. ROOFING FELTS SHALL BE 15 LB. MINIMUM INSTALLED 1l:ACCORDANCE WITH INSTRUCTIONS OF ROOFING /� a. F iNr'�L - cof' UCT;(XII P,r1UST SECTION TAG 0. , _ = FOUNDATION X-X :. MANUFACTURER ----------- - - - - - - - --------- 2. ALL METAL FLASHING SHALL BE ALUMINUM DEC-' COPi1°LE-i[: F , ; �. 1. FOOTINGS SHALL BEAR ON ACCEPTABLE UNDISTURBED SOIL WITH A MINIMUM BEARING CAPACITY OF TWO 3. ROOFING SHALL BE 16"WHITE CEDAR SHINGLE MATERNL.COLOR AND STYLE TO BE SELECTED BY ALL CONSTF I'C i'IC=''� SHALL N;rET THE REQUREMEr !TS OF THE.(j-0U[:S OF N1EW TONS PER SQUARE FOOT(VERIFY IN FIELD)AND SHALL EXTEND 3'-0"MIN. BELOW FINISHED GRADE. HOMEOWNER YORK STATE. N01 RES1-'Oi,SIBLE�.�X��ING TWO-STORY RESIDENCE KEY PLAN 2. EXCAVATE AND BACKFILL IN A MANNER AND SEQUENCE THAT WILL PROVIDE PROPER DRAINAGE AT ALL TIMES. 4. ROOF SHEATHING TO BE 1"THK. EXTERIOR GRADE CD)PLYWOOD LAYED WITH VERTICAL JOINTS DESIGN OR CONSTRUC T IOfd ERF';`. .j. 3. KEEP EXCAVATIONS FREE FROM WATER AND ICE.DO NOT PLACE FILL MATERIAL ON MUDDY OR FROZEN STAGGERED AND SPACER CLIPS IN HORIZONTAL JOINT-AS NEEDED. SCALE: NONE SUB-GRADE SURFACE. SIDING 4. HAND TRIM FOUNDATION EXCAVATIONS TO FINAL GRADE JUST BEFORE CONCRETE IS PLACED AND 1. WALL SHEATHING SHALL BE 112"EXTERIOR GRADE CDX PLYWOOD. COMPACTED WITH A HAND OPERATED PLATE TYPE COMPACTOR. 2. AIR INFILTRATION BARRIER SHALL BE"TYVEK"HOUSE EVRAP AS MANUFACTURED BY DUPONT. X 5. FILL MATERIAL TO BE ACCEPTABLE SAND,GRAVEL OR COMBINATION OF BOTH WHICH MAY CONTAIN SMALL 3. SIDING-EASTERN WHITE NATURAL WOOD CEDAR AS;!ELECTED AND COORDINATED WITH HOMEOWNER ELEVATION TAG AMOUNTS OF STONES OR PEBBLES OVER ONE INCH IN LARGEST DIMENSION,BUT NONE OVER TWO FINISHES X-X SITEPLAN .- o �► � SIOTE PLAN PREPARED BASED UPON 6. MOISTURBUT DOES NOT E-CONDITION FIONTAIN LL MATERIAL LOAM,ORGANIC MATERIAL,DEBRIS AND BY AERATING OR WATERING AND THOROUGHLY MIXING NG MATERIAL ZEN MATERIAL. 1• EXTERIOR PAINT SHALL BE PITTSBURGH PAINT, BENJAMIN MOORE OR SHERWIN WILLIAMS,ONE N 66 21 ' 00 E 113.3 6 UNDERCOAT AND ONE FINISH COAT. COLORS AS SELECTED BY THE OWNER. SCALE: 1"=20' INFORMATION TAKEN FROM SURVEY TO OBTAIN OPTIMUM MOISTURE CONTENT PERMITTING PROPER COMPACTION. 2. INTERIOR PAINT SHALL BE BENJAMIN MOORE,PITTSBURGH PAINT OR SHERWIN WILLIAMS,ONE PRIME DATED JANUARY 23, 1976 AND 7. SPREAD ACCEPTABLE FILL MATERIAL UNIFORMLY IN LAYERS NOT GREATER THAN EIGHT INCHES OF LOOSE COAT 2 FINISH COATS-COLOR AS SELECTED BY OWNER. PREPARED BY RODERICK VAN TOYL, THICKNESS OVER ENTIRE FILL AREA 3. FLOOR FINISH SHALL BE AS SELECTED BY OWNER \� EXISTING DOOR P.C., GREENPORT,NY 8. USE HAND TAMPERS OR VIBRATING COMPACTORS AT FOUNDATION WALLS, RETAINING WALLS OR SIMILAR PLUMBING FF LOCATIONS. DO NOT USE LARGE ROLLING EQUIPMENT ADJACENT TO FOUNDATION AND RETAINING WALLS. .: ill""A - 1. ALL PLUMBING FIXTURES SHALL BE AS SELECTED BY ONNER. "` ,•-.� iti r I G C�i a��l Eli 2 o p 9. DO NOT BACKFILL AND COMPACT AGAINST FOUNDATION AND RETAINING WALLS UNTIL CONCRETE HAS C� " t REACHED DESIGN STRENGTH AND WALLS ARE PROPERLY BRACED BY ADJACENT CONSTRUCTIC:,%OR 2• ALL PLUMBING WORK SHALL CONFORM TO APPLICABLLIOCAL,STATE AND FEDERAL CODES. C� F 1r;t TOti,FI',4 C&DE. r s't� �" TEMPORARY MEANS ACCEPTABLE AND APPROVED BY THE ARCHITECT. 3. MATERIALS FOR WATER SUPPLY AND DISTRIBUTION SY.>;LMS PER TABLES P2904.4.4 P2904.5&P2904.6. G ' 1 J `' ' A O 4. GAS PIPING MATERIALS PER FG403 OF THE FUEL CODE'""`'^S OF NEW YORK STATE,CAST IRON '-1 ° t '' 1 1 r" 10. COMPACT SUB-GRADES WITH A VIBRATORY ROLLER. NEW DOOR 11. SOIL COMPACTION AND DENSITIES SHALL CCAAPLY WITH THE REQUIREMENTS OF ASTMD1557 METHOD C. SHALL NOT BE USED. \ ... UL �1 IS I��- [iV"z'r= N 5. MATERIALS FOR DRAINS,WASTE AND VENTS PER T/p' P's002.1 AND P3111.3. I Fy� COMPACT UNDER SLABS, FOUNDATIONS,AND FOOTINGS AT ONE HUNDRED PERCENT OF MAXIMUM ELECTRICAL 1�4 CE I 1►uf E�t'rTl:- DENSITY. COMPACT BACKFILL AT WALLS, EMBANKMENTS,AND UNDER PAVED AREAS AT NINETY PERCENT OF MAXIMUM DENSITY. 1. THE ELECTRICAL CONTRACTOR SHALL FURNISH ALL Lr'`30R AND MATERIALS NECESSARY FOR COMPLETE EXISTING WALL OF C N U PANT Cy 12. PROVIDE(2)COATS OF DAMPROOFING AT ALL NEW EXTERIOR FOUNDATION WALLS. INSTALLATION OR WORK SHOWN ON THE DRAWINGS.AND FURNISH THE OWNER WITH A NYS FIRE Et.eMuu.t°"'s"Crton1r„*,*v ! 13. FOUNDATION SHALL BE 3,000 psi,STONE CONCRETE. CONCRETE SHALL BE AIR ENTRAINED.TOTAL AIR UNDERWRITERS CERTIFICATE UPON COMPLETION. CONTENT(PERCENT BY VOLUME OF CONCRETE)SHALL NOT BE LESS THAN 5%OR MORE THAN 7%. 2. ALL WORK SHALL BE IN ACCORDANCE WITH THE REQUREMENTS OF THE NATIONAL ELECTRIC CODE 14. A MINIMUM OF 4"THICK BASE LAYER OF GRAVEL,CRUSHED STONE OR COARSE SAND IS TO BE PLACED UNDER (N.E.C.)AND THE RULES AND REGULATIONS OF THE LOCALUTILITY COMPANY. NEW WALL PROPERTY LINE nLUhfSE►=; CERTIFICATION = THE BASEMENT AND THE GARAGE SLABS, PER RESIDENTIAL CODE OF NEW YORK STATE SECTION 506.2.2 BASE. 3. ALL WIRING SHALL BE MINIMUM#12 AND#14(AS REQUIRED!COPPER. NO ALUMINUM WIRE WILL BE PERMITTED. ON LEAD CONTENT BEFORE LO 4. CONVENIENCE DUPLEX RECEPTACLES SHALL BE 15 AMP, 125 VOLT,2 POLE,3 WIRE,GROUNDING TYPE AS C RT T-KATE OF OCCUPANCY SHOWN ON DRAWINGS. PROVIDE GROUND FAULT RECEPTACLES WHERE REQUIRED BY N.E.C. PITCHED ROOF `=OLDER USED IN WATER 5. ELECTRICAL INSTALLATION SHALL COMPLY WITH THE:RESIDENTIAL CODE OF NEW YORK STATE AND ITS EXISTING ABOVE GRADE 5IJ?pL l"SYSTEM CANNOT - REFERENCED STANDARD NFPA 70-99. CESSPOOL COVER WITH RING BELOW GRADE EXCEED 2/10 OF 1%LEAD. 5 ISSUED FOR FR1NG 09/16/19 PLUMBING Cha 4 REVISED PER OWNER/ENGINEER COMMENTS 09/09/19 ALL PLUMBING WASTE - Town HailAnnarx •' '•, ?mlrpll�sne(s3t)7�t5.1@62 WATER LINES N�rED 64375 Main Road � � � � �i y: = Fax(631}78S•95©2 IR�+.7 "hC Software Version 4■6■�► 3 ISSUED FOR 90% REVIEW 09/03/19 N.0.Box 117'9 TESTING BEFOR`COVERIIN'G SWIlkl,NY11671.0959 ' , '% Compliance Certificate 2 ISSUED FOR 50% REVIEW 08/04/19 P Y 1 ISSUED FOR REVIEW 06/30/19 z=. 36 t u 1-911 REFLECTIVE:RE iUrti31NG pEPaAFtTMENT � ��� � ' 7 NO. REVISION/ISSUE DATE AREA OF NEW ADDITIONS - Project Cutchogue Residence 1VOTIC ca Ti r-AT rci OF rIjUSS TYPE CONSTIRtic'rloN r!!,g-i;NG Nerlt 1} Energy Cada: 2013111C = 1NQt3DCCINs•TAUcr O N1�1C1 1 fir~ r~GN 7RtJC CrdFJ, location: Cutchowe,New York f r Construction Type: 911 VI11AMIly PROFESSIONAL SEAL t u t u 1 -1 DOtI:', l.�4,1.� M »..., P roject fype: MIiL1r1991 Owner;_-..,. �f�JG� G1tl��✓ _w. .., r....� Cllmeta7ane: 4 (t4174,HDD) kyPermit Da to: Etti ftr mlt Number: OF YO Location ofF'roparty:._ �3r�1�`1z,sl�►t �' �✓ but >" _!�1C /193S~ �P �. o .per EXISTING 1-STORY PROPERTY LINE _ """`" "` " " "" " "r_""°"" " " Construction Site: owner/Dene: Deslneyeantractor. O F� RESIDENCE Blease take notice that the(check applicable line): 405 Blttereeet Lane joke Quinn Glen DeMarrno Cutchogue,NY 11995 Cutchogue,NY 11935 .. „„ NOW commercial or residential structure 1 ».,-„- Addition t4 eXIStIMg commercial or residential structure „�v...,.�.- ..,. Rehabilitation to an existing commercial or re.sidenaal structure #, . S90g0 to be constructed or perrormed 8t the 5ubjoctproperty reference above will Utilize Compliance: 0.0%Better Than Codi Maximum UA. 255 Your UA: 255 Maximum SHGC: 0.40 Your SHGC: 0.21Ie b""on FES SIGN al Tiv"00%lid"rt'N a hnw dm to tamowite tlta hw" loft"000 rule, t n (Chaakapplicabie!#ne}; 1%%ft"ar WaItaOesrorpr""Ifean�5mntnttt■hyitncn■tnitt�remrnrt""tnaa++m"nentxw. 36-6 ww.,L Truss type constrMlion(TT) EXISTING Pre'englneered Woad construction(IOW) deslgntio Envelope Asseml0,,i1p j Timber construction(TO) aM+ra 4411",°i11 PROJECT FLAME AND ADDRESS: _ AREA OF NEW ROOF - ��� in the following locationto indl+ewAtt s)(check applicable lind): to fiAaf Ind MODIFICATION tel O Floor framing,Including girders aria beams(F) structure I Roofframing(A) section 60 REAR & SIDE ADDITION _ ka t Z Floor and roof framing(FR) o ; �; u~, _ WI �., , �. 405 BITTERSWEET LANE CID W SPgnatcrre: CUTCHOGUE NY 11935 C� w Ix M Name(person submitting#his form);_A1y,,d0p.LA S��.:.f'��1`�"`t,f�#�' �.�,• • nl ~ Capacity(check applicable line): C� InL!J Owner STANDAR o z Owner representative PROJECT NO.: 1?RAWING SHEET: N try■aRylS.aosx �rr�ll,�yh nog s 18-1065 S 660 21 ' 00" W 113.36' 120.00' iV DAM- MR 1 /09/18 SCALE: BITTERSWEET LANE TRUSS AND RESCHECK COMPLIANCE (SEE ATTACHED FORMS11: AS NOTED EXISTING KITCHEN AND . ASSOCIATED MATERIALS TO BE EXISTING EXTERIOR WALL AND WINDOWS TO REMOVED. EXISTING PLUMBING BE REMOVED AS SHOWN TO ACCOMMODATE FOUNDATION AND WASTE LINES TO BE NEW ADDITION.REFER TO SHEET A-2 FOR 1. FOOTINGS SHALL BEAR ON ACCEPTABLE UNDISTURBED SOIL WITH A MINIMUM 10. COMPACT SUB-GRADES WITH A VIBRATORY ROLLER. GLEN V. D E MAR I N O REMOVED TO NEAREST MAIN ADDITIONAL INFORMATION NEW 8",3000 P.S.I.CONCRETE �•(VERIFY IN FIELD)BEARING CAPACITY OF TWO TONS PER SQUARE FOOT AND 11. SOIL COMPACTION AND DENSITIES SHALL COMPLY WITH THE DESIGNER LINE AND CAPPED FOUNDATION WALL SHALL EXTEND T-0"MIN. BELOW FINISHED GRADE. REQUIREMENTS OF ASTMD1557, METHOD C.COMPACT UNDER SLABS, 5 CARLISLE ROAD NEW 16"WIDE x8"DEEP,3000 P.S.I. 2. EXCAVATE AND BACKFILL IN A MANNER AND SEQUENCE THAT WILL PROVIDE FOUNDATIONS,AND FOOTINGS AT ONE HUNDRED PERCENT OF MAXIMUM MILLER PLACE CONCRETE FOOTING Wl4"WIDE x PROPER DRAINAGE AT ALL TIMES. DENSITY. COMPACT BACKFILL AT WALLS, EMBANKMENTS,AND UNDER , NY 11764 2"DEEP CONTINUOUS KEYWAY _ ____ 3. KEEP EXCAVATIONS FREE FROM WATER AND ICE.DO NOT PLACE FILL PAVED AREAS AT NINETY PERCENT OF MAXIMUM DENSITY. P: 631-662-3173 1/2 PERIMPANsioNJOINTAr .a a• 11=111=111-III= MATERIAL ON MUDDY OR FROZEN SUB-GRADE SURFACE. ----- PERIMETER 6" I 12. PROVIDE(2)COATS OF DAMPROOFING AT ALL NEW EXTERIOR -- - ----- - - �[------ III=III=I I=� 4. HAND TRIM FOUNDATION EXCAVATIONS TO FINAL GRADE JUST BEFORE ------ FOUNDATION WALLS. F_ - 7 0 NEW 4',3000 P.S.I.CONCRETE SLAB WI ° I I-I I(-III-III= CONCRETE IS PLACED AND COMPACTED WITH A HAND OPERATED PLATE 6x610110 W.W.M.REINFORCEMENT 13. FOUNDATION SHALL BE 3,000 psi,STONE CONCRETE.CONCRETE SHALL AND MIL.POLY VAPOR BARRIER c III-III-III= TYPE COMPACTOR. BE AIR ENTRAINED.TOTAL AIR CONTENT(PERCENT BY VOLUME OF L -- L=JL JL= J G I I-I I IM I I-I 1 5. FILL MATERIAL TO BE ACCEPTABLE SAND,GRAVEL OR COMBINATION OF o 0 � I CONCRETE)SHALL NOT BE LESS THAN 5/o OR MORE THAN 7/0. DRAWING INDEX -I I I-I I I= BOTH WHICH MAY CONTAIN SMALL AMOUNTS OF STONES OR PEBBLES OVER „ I-II-I�I-�I 14. A MINIMUM OF 4 THICK BASE LAYER OF GRAVEL,CRUSHED STONE OR a ONE INCH IN LARGEST DIMENSION, BUT NONE OVER TWO INCHES,BUT DOES n A III-III=III= NOT CONTAIN CLAY,LOAM,ORGANIC MATERIAL,DEBRIS AND FROZEN COARSE SAND IS TO BE PLACED UNDER THE BASEMENT AND THE T-1 AREA MAP, GENERAL NOTES&SITE PLAN IIII I I I I - I -111-11 GARAGE SLABS, PER RESIDENTIAL CODE OF NEW YORK STATE SECTION -_ -_ MATERIAL. 506.2.2 BASE. IIII KITCHEN I I I L_ - d ' IST FLOOR REMOVAL AND IIII EXISTING CEILING JOIST ABOVE TO BE L - - BEDROOM _ 6. MOISTURE-CONDITION FILL MATERIAL BY AERATING OR WATERING AND A-7 a I I-I I I-1 THOROUGHLY MIXING MATERIAL TO OBTAIN OPTIMUM MOISTURE CONTENT FOUNDATION PLAN REMOVED IN PREPARATION OF NEW TRUSS I I t.. a a I I I=I 11- IST&2ND FLOOR CONSTRUCTION PLANS, AND CEILING INSTALLATION I _ _ _ I PERMITTING PROPER COMPACTION. NOTE: NOTE: A-2 _ I -III;III III -___ ___ 7. SPREAD ACCEPTABLE FILL MATERIAL UNIFORMLY IN LAYERS NOT GREATER EXTERIOR FOOTINGS TO BE PROTECTED TOP OF NEW FOUNDATION WALL N/INDOW AND DOOR SCHEDULES 7L - I-I I (-III-III-III- i-III" THAN EIGHT INCHES OF LOOSE THICKNESS OVER ENTIRE FILL AREA FROM FROST.MINIMUM T-0"BELOW SHALL ALIGN WITH TOP OF EXISTING A-3 ROOF PLAN AND BUILDING SECTIONS III , ,III-III-III-III I I- 8. USE HAND TAMPERS OR VIBRATING COMPACTORS AT FOUNDATION WALLS, GRADE PER IRC 403.1.4.1 FOUNDATION WALL TO ENSURE 6"DEEP BED OF STRUCTURALLY -III-III-III-� I RETAINING WALLS OR SIMILAR LOCATIONS.DO NOT USE LARGE ROLLING PROPER ALIGNMENT OF EXISTING DN \ COMPACTED GRAVEL OR SAND (2)#5 RE-BAR BOTTOM FFP.) AND NEW SUB-FLOORS A-4 BUILDING ELEVATIONS Ir Ir EQUIPMENT ADJACENT TO FOUNDATION AND RETAINING WALLS. = Com- -______ - 9. DO NOT BACKFILL AND COMPACT AGAINST FOUNDATION AND RETAINING A-5 CONNECTION DETAILS& WALLS UNTIL CONCRETE HAS REACHED DESIGN STRENGTH AND WALLS FASTENING SCHEDULE (:A FOOTING DETAIL ARE PROPERLY BRACED BY ADJACENT CONSTRUCTION OR TEMPORARY A-6 ELECTRICAL PLANS&PLUMBING RISER MEANS ACCEPTABLE AND APPROVED BY THE ARCHITECT. A�1 EXISTING STAIRS AT BASEMENT / SCALE=1"=1'-0" 13'-411 AND FIRST FLOOR TO BE REMOVED IN THEIR ENTIRETY i r-� F- - ------- NEW"SIMPSON"HDQ8 HOLD-DOWNS AT CORNER.SEE DETAIL 1H/A-6 FOR ADDITIONAL INFORMATION 4" 11 4" I � / LB L ANCHOR BOLT NOTE: LIVING ROOM I I NEW 5/8"DIA.STEEL ANCHOR BOLTS EMBEDDED 8"MIN INTO CONCRETE FOUNDATION.BOLTS TO EXISTING INTERIOR WALL TO BE I L- BE AT A MAX OF 12"FROM CORNERS AND - - - - - - REMOVED AS SHOWN TO - I BEDROOM BEDROOM OPENINGS AND SPACED EVERY 45"THEREAFTER ACCOMMODATE:NEW WORK. • REFER TO SHEET A-2 FOR ADDITIONAL INFORMATION i -nI I I ALIGN WITH FOOTINGSTEP-DOWN NEW OTING TO I FOUNDATION NOTE: X 4 ., I SECTION TAG / II PROVIDE DAMPPROOF I X_X II I ICOATING ON EXTERIOR EXISTING BILCO DOORS TO REMAIN ' ? CL II fl I I - 2A SURFACES FOUNDATION U- j N V == X _ XYZ I 00 o EXISTING FOOTINGS AND FOUNDATION 2„ CV N C� w WALLS TO BE UNDERPINNED TO �"' RAT SLAB Z = a EXISTING WINDOWS TO BE I ACCOMMADATE NEW FOUNDATION WALL �,�- X REMOVED IN ITS ENTIRETY. N I I u _ ` p ELEVATION TAG PREPARE FOR NEW EXTERIOR FIRST FLOOR REMOVAL PLAN WALL TYP. F R@5LOCATIONS) SCALE=114"=1'-0" � "�•� � EXISTING DOOR GENERAL_ NOTES FOR REMOVALS I I EXISTING WASTE (NOTE. THESE NOTES ARE APPLICABLE THROUGHOUT AREAS OF WORK) 14'-011 PIPE/CLEANOUT TO CESSPOOL WORK INCLUDED FOR DEMOLITION AND REMOVAL SHALL INCLUDE BUT NOT NECESSARILY BE LIMITED I PROVIDE#6 STEEL DOWELS, 18"LONG, PROVIDE#6 STEEL DOWELS, 18"LONG, I I NEW DOOR TO REMOVAL OF: I I DRILLED AND GROUTED IN PLACE INTO v- DRILLED AND GROUTED IN PLACE INTO I I I A INTERIOR PARTITIONS AS INDICATED ON DRAWINGS. EXIST.FOUNDATION WALL AT 16"O.C. B CARPET AND FINISHED FLOORING IN AREAS INDICATED FOR REMOVAL. EXIST. FOUNDATION WALL AT 16"O.C., X U VERTICALLY.(EMBEu 8"MIN. INTO EXIST. C INTERIOR PARTITION FINISHES INDICATED ON THE DRAWINGS. I ( VERTICALLY.(EMBED 8"MIN. INTO EXIST. N O WALL AT CORNER)(TYP.2 LOCATIONS)) I I D EXISTING ELECTRICAL OUTLETS,SWITCHES AND LIGHT FIXTURES. 2A WALL AT COFC7:NER)(TYP.2 LOCATIONS)) o EXISTING WALL 1. PROVIDE TEMPORARY WEATHER PROTECTION, DURING INTERVALS BETWEEN DEMOLITION AND REMOVAL A-1 I I EXISTING STAIRS AT BASEMENT TO BE OF EXISTING CONSTRUCTION ON EXTERIOR SURFACES AND INSTALLATION OF NEW CONSTRUCTION,TO d REMOVED IN THEIR ENTIRETY.NEW j FLOOR JOIST TO BE ADDED TO MATCH X I I NEW WALL ENSURE THAT WATER LEAKAGE OR DAMAGE DOES NOT OCCUR TO STRUCTURE OR INTERIOR AREAS OF - - - - - - - - - EXISTING SLAB ON GRADE DEPTH OF EXISTING EXISTING BUILDING. , y, .. • I t1J 2. PROVIDE PHOTOGRAPHS OF EXISTING CONDITIONS THAT MIGHT BE MISCONSTRUED AS DAMAGED BY ( ' ' •' •�' •' REMOVAL OPERATIONS. FILE WITH OWNER'S REPRESENTATIVE PRIOR TO START OF WORK. - - - - - - - - I F- 7 -11 T -F -1 PITCHED ROOF 3. OWNER WILL OCCUPY PORTIONS OF THE RESIDENCE IMMEDIATELY ADJACENT TO AREAS OF DEMOLITION. 00 CONDUCT DEMOLITION WORK IN MANNER THAT WILL MINIMIZE NEED FOR DISRUPTION OF OWNER'S NORMAL OPERATIONS. PROVIDE MINIMUM OF 72 HOURS ADVANCE NOTICE TO OWNER OF DEMOLITION I THE ARCHITECT AND/OR HIS CONSULTANTS DO NOT I ( /-Lill, ACTIVITIES THAT WILL AFFECT OWNER'S NORMAL OPERATIONS.OWNER DOES NOT ASSUME ASSUME RESPONSIBILITY FOR THE MEANS BY WHICHRESPONSIBILITY FOR ACTUAL CONDITION OF ITEMS OR STRUCTURE TO BE DEMOLISHED. THE DEMOLITION IS PERFORMED.THE CONTRACTOR r:. SHALL REMOVE AND/OR PERFORM THE ITEMS �-I-L 4I- L-) I I I I 5 ISSUED FOR FlLING 09/16/19 4. PROVIDE TEMPORARY BARRICADES AND OTHER FORMS OF PROTECTION TO PROTECT OWNER'S EXISTING EXISTING PERSONNEL AND GENERAL PUBLIC IN OCCUPIED PORTIONS OF BUILDING. NOTED AS SUCH IN THESE DOCUMENTS INA GIRDER I 4 REVISED PER OWNER/ENGINEER COMMENTS 09/09/19 EXISTING FINISH WORK IS TO REMAIN IN PLACE BUT BECOMES EXPOSED I ;* PROFESSIONAL MANNER IN ACCORDANCE WITH -? I I GIRDER I EXISTING (3) 2'X8' GIRDER I I _ _ 5. PROTECT FROM DAMAGE, I "GOOD GENERAL PRACTICES". v- (j I I L- -- J L - - -J L---J L ---J -1 3 ISSUED FOR 90% REVIEW os/o3/1s DURING DEMOLITION OPERATION.PROTECT EXISTING FLOORS,WALLS AND CEILINGS WITH SUITABLE I o I I .�.•� 2 ISSUED FOR 50% REVIEW 08/04/19 COVERINGS WHEN DEMOLITION WORK CAN CAUSE DAMAGE TO THEM. I O I I I i IN THE EVENT ANY STRUCTURAL DAMAGE OCCURS X - 1 ISSUED FOR REVIEW 6. REMOVE PROTECTIONS AT COMPLETION OF WORK.. 06/30/19 ' DURING DEMOLITION PROCEDURES,TEMPORARILY cv � _ __ 7. CONDUCT DEMOLITION OPERATIONS AND DEBRIS REMOVAL TO ENSURE MINIMUM INTERFERENCE'S WITH I STABILIZE THE STRUCTURE TO "SAFE"CONDITION w I I EXISTING BASEMENT X X ( I J NO. REVISION/ISSUE DATE ROADS,STREETS,WALKS AND OTHER ADJACENT OCCUPIED OR USED FACILITIES. I AND NOTIFY THE ARCHITECT IMMEDIATELY FOR z GV CV 8. IN AREAS WHERE DEMOLITION CAUSES AN UNEVENNESS IN THE FINISHED CONCRETE SLAB, PATCH TO I RECTIFICATION. I I W W LEVEL THE SLAB TO RECEIVE NEW FINISHED FLOORING. I Z z PROFESSIONAL SEAL: 9. UPON COMPLETION OF THE DEMOLITION WORK, BROOM CLEAN EACH AREA WHERE DEMOLITION OCCURRED, I ANCHOR BOLT NOTE: OF N[ 10. DO NOT USE CUTTING TORCHES FOR REMOVAL UNTIL WORK AREA IS CLEARED OF FLAMMABLE MATERIALS. I NEW 5/8"DIA.STEEL ANCHOR BOLTS EMBEDDED 20 W y 11. COVER AND PROTECT FURNITURE, EQUIPMENT AND FIXTURES FROM SOILAGE OR DAMAGE WHEN 8"MIN INTO CONCRETE FOUNDATION. BOLTS TO I I X I I CO �S OFA��p,, BE AT A MAX OF 12"FROM CORNERS AND N O * 'c DEMOLITION WORK IS PERFORMED IN AREAS WHERE SUCH ITEMS HAVE NOT BEEN REMOVED. I := • (� NEW WOOD OPENINGS AND SPACED EVERY 45"THEREAFTER I ( � 12. WHERE DEMOLITION OCCURS IMMEDIATELY ADJACENT TO OCCUPIED PORTIONS OF THE BUILDING, I z HEADERS FOR NEW 1 CONSTRUCT DUST-PROOF PARTITIONS. I r. ^ NEW"SIMPSON"HDQ8 HOLD-DOWNSU� STAIR LOCATION cf) G Q - 13. PERFORM DEMOLITION WORK IN A SYSTEMATIC MANNER. USE METHODS NECESSARY TO COMPLETE WORK A' I AT CORNER.SEE DETAIL 1H/A-6 FOR ( I x W I I s�oA 05g09o INDICATED ON DRAWINGS, IN ACCORDANCE WITH DEMOLITION SCHEDULE AND GOVERNING REGULATIONS. I ,:y�, ADDITIONAL INFORMATION w Cn qOFESSIONP� 14. FOR INTERIOR SLABS ON GRADE, USE REMOVAL METHODS THAT WILL NOT CRACK OR STRUCTURALLY - - - - - - I NEW STAIRS.SEE DETAIL 4/A-2 - DISTURB ADJACENT SLABS OR PARTITIONS. USE POWER SAW WHERE POSSIBLE. IF UNANTICIPATED I • • . ' :.` ' ' •',. •. '.:w!,• J MECHANICAL,ELECTRICAL,OR STRUCTURAL ELEMENTS THAT CONFLICT WITH INTENDED FUNCTION OR . ' •'' '' •a' ' + �' .. a �." �. a• fit,• DESIGN ARE ENCOUNTERED, INVESTIGATE BOTH NATURE AND EXTENT OF THE CONFLICT. SUBMIT REPORT - - - - - - - - - - PROJECT NAME AND ADDRESS: TO OWNER'S REPRESENTATIVE IN WRITTEN,ACCURATE DETAIL. PENDING RECEIPT OF DIRECTIVE FROM I Lu OWNER'S REPRESENTATIVE, REARRANGE DEMOLITION SCHEDULE AS NECESSARY TO CONTINUE OVERALL o FOUNDATION NOTE: JOB PROGRESS WITHOUT UNDUE DELAY. PROVIDE DAMPPROOF COATING UP I I REAR & SIDE ADDITION 15. SHALL FURNISH LABOR AND MATERIALS TO COMPLETE DEMOLITION REMOVAL OF ITEMS SHOWN OR NOTED `'' ON EXTERIOR SURFACES _ _ _ ON THE DRAWINGS. FOUNDATION 16. SHALL FURNISH A SYSTEM OF TEMPORARY LIGHT AND POWER THROUGHOUT THE SPACE UNDER 405 BITTERSWEET LANE DEMOLITION TO PERFORM THIS WORK. REMOVE ITEMS NOT BEING REUSED OR RETURNED TO THE BUILDING - CUTCHOGU E NY 1 1935 FROM THE PREMISES,AND LEGALLY DISPOSE OF THEM. - - - - - - - - - - - - - - - - - - - - 17. REMOVE DRAPES, DRAPERY RODS,HANGERS AND ASSOCIATED APPURTENANCES,BLINDS, ETC. THROUGHOUT ALTERATION AREA. 18. PROVIDE DUST PROTECTION FOR PERSONNEL AND EQUIPMENT SAFETY.(TYP.) PROJECT NO.: DRAWING SHEET: 18-1065 FOUNDATION PLAN n/ 11 /09/18 2 _ _ SCALE-318"-1'-0" nCA NOTED 13'4" *COMBINATION SMOKE AND CARBON MONOXIDE ALARMS KITCHEN CABINETRY NOTE: - WOOD HEADER SCHEDULE SYMBOL DESCRIPTION NEW CABINET LAYOUT AS PER KITCHEN EQUAL EQUAL ARE PERMITTED,PROVIDED THE ALARM IS LISTED FOR O SMOKE DETECTOR SIONS CONSULTANT. KITCHEN CONSULTANT TO FIELD W TX V OUTDOOR SHOWER WITH SD SUCH USE VERIFY DIMENSIONS PRIOR TO FABRICATION TO HOWER HEAD AND DRAIN — EXISTING EXTERIOR WALL TO BE REMOVED NOMINAL LUMBER SIZE: SPANS: GLEN V. D EMAR I N O ENSURE PROPER INSTALLATION AS SHOWN BY DASHED LINE. CONTRACTOR O CARBON MONOXIDE PROVIDE SM DETECTORS AS DESIGNER /____ (2)2 X 6 UP TO T-0" CM DETECTOR* IRC CODE SECTION R314 1 TO SUPPORT EXISTING CEILING JOISTS I " THE HOUSEHOLD FIRE WARNING s'-o^ 5 CARLISLE ROAD EXISTING EXTERIOR A-4 /�\ DURING THIS PHASEEQUIPMENT OF NFPA 72 WALLS TO REMAIN LJ o � - 3O PROVIDE CARBONIMONOXIIDE DETECTORS (2)2 X 8 3-0 TO 6-0 SIONS OF NFPA 72 MILLER PLACE, NY 11764 00 IRC CODE SECTION R315 P: 631-662-3173 NEW 4'X 4'SUPPORT POST(BOTH SIDES 4 \ X co (2)2 X 10 6'-0"TO 8'-0" OF NEW FLUSH HEADER c„ FINISH NOTE: ) \ C" I- 2 (2)2 X 12 8'-0"TO 10'-0" NEW FLOORING,WALL COVERING, � `" A-3 TRIM, FIXTURES ETC.TO BE �' z POSTS SHALL BE 4X4(NOMINAL) COORDINATED WITH HOMEOWNER ® *NOTE:ALL SIZES CALLED OUT ON ANY OF DRAWING INDEX — — — — NEW WALL TO ALIGN WITH EXISTING THE FOLLOWING DRAWINGS WILL -� (3)2"X 10" SUPERCEDE THIS SCHEDULE T-1 AREA MAP, GENERAL NOTES&SITE PLAN INTERIOR WALL NOTE: 0 rt WALL IN ALL RESPECTS 112"GYP.BOARD BOTH SIDES ON 2"x4"@ 16" I I I *NOTE: USE(3)2X HEADERS AT ALL 2 X 6 A_1 IST FLOOR REMOVAL AND EXTERIOR WALLS FOUNDATION PLAN O.C.,CORNERS SHALL BE REINFORCED W/ I I I I I I I BEDROOM METAL BEADS.ALL JOINTS SHALL BE TAPED ( lI I I N A-2 1ST&2ND FLOOR CONSTRUCTION PLANS, 00 X p WINDOWAND DOOR SCHEDULESAND SPACKLED RECEIVING THREE COATS O SD CM OF SPACKLING COMPOUND SANDED TO 14'o^ o A-3 ROOF PLAN AND BUILDING SECTIONS SMOOTH FINISH. I I I I I I I I I I LL— w DOOR SCHEDULE — — �o^ — — — — 710" — I l I I KITCHEN I I I I I I ° n o UNIT DIMENSIONS ROUGH OPENING DIMENSIONS A-4 BUILDING ELEVATIONS BATHROOM �' 0 2 A_5 CONNECTION DETAILS& PARTIAL CLOSET TO BE o DR. QTY. DOOR TYPE WIDTH HEIGHT WIDTH HEIGHT FASTENING SCHEDULE REMOVED AS SHOWN z A-4 I A 1 STEEL FRAMED DOOR(WI TRANSOM) 3'-0" 6'-8" SEE MANUFACTURERS SPECS A-6 ELECTRICAL PLANS&PLUMBING RISER CEILING NOTE: I / I ji ci I I I B 1 2'-6"DOOR(WOOD) ' " " SEE MANUFACTURERS SPECS - (1)LAYER OF 1/2 GYP.BOARD O � (1N ) 2-6 6-8 / C 3 (2)2'-6"DOOR(WOOD) 6-0' 61-8" SEE MANUFACTURERS SPECS XNI I X 4 D 1 2'0"WOOD DOOR 2'-0" 6-8m SEE MANUFACTURERS SPECSEXISTING WINDOWS TO REMAIN LIVING X / O E 1 SCREEN DOOR 3'-0" 61-8w SEE MANUFACTURERS SPECS ©— — — NEW_2'X10' — — — I I ROOM I "� I � DN � RIDGE BEAM I I I II III III III o SCREENED � I I I i t NEW STAIRS.SEE 0 X o IN-PORCH I I ( I I I I DETAIL 4/A-2 0 LINE OF ROOF I 3;: ABOVE x w z I I I I I I IcQ uj uj X_X SECTION TAG O O O I I I I I I I � BE0 0oM F_ 2 2 2 I II II it — — — — — — — — SD CM w � w `� z co WINDOW NOTE: I I I UP ALL WINDOW OPENINGS SHALL HAVE A EXTERIOR WALL NOTE: O O / I OA 1 O MIN.(2)-2X10 WITH I"PLYWOOD HEADERS WINDOW SCHEDULE X 1/2"GYP. BOARD ON EXISTING 2"x4"@ 16" ABOVE. REFER TO WINDOW SCHEDULE ALL WINDOWS TO BE ANDERSEN BRAND WINDOWS ELEVATION TAG O.C.W/R-15 INSULATION, 1/2"CDX FOR ADDITIONAL INFORMATION UNIT DIMENSIONS ROUGH OPENING DIMENSIONS NOTES X-X PLYWOOD SHEATHING, 1-1/2"FOAM BOARD,TYVEC HOUSEWRAP AND NEW WIN.# QTY. ANDERSEN UNIT NO. WIDTH HEIGHT WIDTH HEIGHT CEDAR SIDING SYSTEM 2 3 N 1 4 ANDERSEN TW210410 2'-11 5/8" 5'-0 7/8" 3'-0118" 51-071811 FRONT ELEVATION WINDOWS \ EXISTING DOOR FIRST FLOOR PLAN 2 8 SCREEN ASSEMBLY 41-4" 6'-0" 4'-4" 6'-0" SCREENED-IN PORCH WINDOWS SCALE1/4"=1'-0" 1 3 5 ANDERSEN TW2432 3-4 71811 2-5' 518" 3-4 718 2-61/8 = 4 1 ANDERSEN(2)TW3046 3' \ -1518" 4'-8 7/8" 3'-2118" 4'-8 718" � W/TRANSOM \ NEW DOOR NEW"FYPON"POLYMER/STEEL TAPERED 5 1 ANDERSEN A281 2'-71/8" 2'-0118" 2'-8" 21-05/811 CLERESTORYWINDOW I COLUMN. MODEL#201008 OR 6 1 ANDERSEN RV2838 28" 38" 25-112" 35-1/2" NEW SKYLIGHT IN POWER ROOM APPROVED EQUAL WITH 4"X4" EXISTING WALL STRUCTURAL POSTS * CONTRACTOR TO VERIFY UNIT NO.ON ALL NEW WINDOWS WITH LOCAL ANDERSEN SUPPLIER TO ENSURE LINE OF WALL BELOW(TO BE REMOVED) DIMENSIONALLY,THAT THEY MATCH EXISTING WINDOWS ON CORRESPONDING FLOORS. NEW WALL A-4 BECK INTERIOR WALL NOTE: 1/2"GYP.BOARD BOTH SIDES ON 2"x4"@ 16" PITCHED ROOF O.C.,CORNERS SHALL BE REINFORCED W/ NEW BEDROOM WINDOW MEETS AND EXCEEDS 5.72 METAL BEADS.ALL JOINTS SHALL BE TAPED SQ/FT.CLEAR OPENING REQUIREMENT FOR 1 AND SPACKLED RECEIVING THREE COATS EMERGENCY EGRESS.SEE WINDOW SCHEDULE FOR A-3 OF SPACKLING COMPOUND SANDED TO ADDITIONAL INFORMATION - // I �� SMOOTH FINISH. I � DOOR & WINDOW SCHEDULE 5 ISSUED FOR FlUNG 09/16/19 O 3 4 REVISED PER OWNER/ENGINEER COMMENTS 09/09/19 \ I / SCALE=NONE \ I / 3 ISSUED FOR 90% REVIEW 09/03/19 WINDOW NOTE: \ ( / / 2 ISSUED FOR 50% REVIEW 08/04/19 ALL WINDOW OPENINGS SHALL \ / 1 ISSUED FOR REVIEW 06/30/19 HAVE A MIN.(2)-2X10 WITH 2" \ / PLYWOOD HEADERS ABOVE. r r \ I / �" 3 INO. REVISION/ISSUE DATE REFER TO WINDOW SCHEDULE FOR ADDITIONAL INFORMATION I I I I \ O \\ LOkT / x./ RUN- SEE PLANS --------------------- -------------- I I I I \ I / PROFESSIONAL SEAL J l J (POWDER \ I / GyY ROOM J. O� NEW HALF BATHROOM WITH SINK 6 \ I / 3O �'' `�S . 4 I AND TOILET.ALL MATERIALS AND WOOD TREAD s� g ; q_q i FINISHES TO BE COORDINATED y A-4Cz _ __ / I WITH OWNER — F 059090 5------- -- - - -- -- - - -- --- - -- — — — — — —— — ----- ----- -- —1 c� NEW SKYLIGHT ABOVE.REFER TO DN 00 I // oA95FESS10NP�� WINDOW SCHEDULE FOR MORE SD CM — J ------------------------------------- 0.25 MIN. // BUILT-UP WOOD BEAM(SEE PLAN) INFORMATION LINE OF CATHEDRAL I ATM CEILING ABOVE / A'� WALL STRINGER NEW 36"HIGH OAK RAILING AND c_- N / M PROJECT NAME AND ADDRESS: BANISTER ALL AROUND AS SHOWN / CONNECTING BRACKET AS REQUIRED ROOF BELOW FOR A COMPLETE INSTALLATION v, WOOD RISER I OPEN TO BELOW co AA REAR & SIDE ADDITION CARRIAGE CUT FOR RISERS&TREADS 11/4"MIN. NOSING 405 BITTERSWEET LANE ------------------------------------ C UTC H OG U E NY 11935 I PROJECT NO.: DRAWING HET: 18-1065 3 // 11/09/18 A=2 A-4 FINISH NOTE: NEW SECOND FLOOR PLAN TRIM, LOORINGWALL FIXTURES, IXXTTUR S�ETC.TO EERING, w TYPICL STAIR FRAMING DETAIL tA� NOTED SCALE=1/4"=r-0" COORDINATED WITH HOMEOWNER `� _ SCALE=1/4"61'-0" PROVIDE SEAMLESS GUTTERS AND LEADERS _ TABLE R602.3(3) REQUIMENTS FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURES aAc GLEN V. D E MAR I N O LINE OF WALL BELOW,TYP. AS REQUIRED FOR A COMPLETE INSTALLATION. — — — — COLOR TO MATCH EXISTING MINIMUM NAIL MINIMUM WOOD MINIMUM NOMINAL PANEL NAIL SPACING ULTIMATE DESIGN WIND SPEED DESIGNER 2"X8"ROOF 2"X8"ROOF STRUCTURAL PANEL MAXIMUM WAL V ul(MPH PENETRATION PANELSPAN THICKNESS STUD SPACING EDGES FIELD WIND EXPOSURE CATEGORY 5 CARLISLE ROAD JOISTS @ 16 O.C. JOISTS @ 16 O.C. SIZE RATING (INCHES) (INCHES) INCHES O.C. g INCHES ( ) (INCHES O.C.) B C D MILLER PLACE, NY 11764 HATCH INDICATES NEW FRAME OVER I w I X20 COMMON 1.5 24/0 318 16 6 12 140 115 110 P: 631-662-3173 ABOVE EXISTING ROOF w WCOMMON 16 1 6 12 170 140 135 x 1.75 24116 7116 o I (2 50.131�) 24 6 1 12 1 140 115 110 NEW SISTERED 2"X12"AT EACH I PITCH _o PITCH NEW TRUSS LOCATION E x cV DRAWING INDEX rl I I T-1 AREA MAP, GENERAL NOTES&SITE PLAN IST FLOOR REMOVAL AND l i i I I NEW 2"X 6" l l I I I ASPHALT ROOF SHINGLE NAILING REQUIREMENTS A-1 CODE ANALYSIS FOUNDATION PLAN (FROM RESIDENTIAL CODE OF NEW YORK STATE) A-2 IST&2ND FLOOR CONSTRUCTION PLANS, NI WINDOW AND DOOR SCHEDULES CONTINUOUS RIDGE VENT,TYP. — I I?<I r—T— I XI I XI r— — I XI d� I R905.2.5 FASTENERS: REFERENCE STANDARD: AMERICAN FOREST AND PAPER ASSOCIATION(AF&PA) C141I NI I NI I NI o Vv- ��'� I FASTENERS FOR ASPHALT SHINGLES SHALL BE GALAVANIZED STEEL STAINLESS STEEL WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND A-3 ROOF PLAN AND BUILDING SECTIONS ISI I I I w I SI I 0 ( I ui m k TWO-FAMILY DWELLINGS w I w w w N @� �� Q4 ALUMINUM OR COPPER ROOFING NAILS, MINIMUM 12 GAGE[0.105 INCH(2.67 MM)]SHANK WITH A MINIMUM 3/8" 19.1 MM) INTO THE ROOF SHEATHING.WHERE THE ROOF SHEATHING IS LESS AREA WIND SPEED: 110 MPH ENERGY CALCULATIONS: SEE ATTACHED A-4 BUILDING ELEVATIONS INI I I I ISI I;I I I I INI X �, — � <n I�nl I x I I I�I a I�I I x I I INI a N _ THAN 314"(19.1 MM)THICH,THE FASTENERS SHALL PENETRATE THROUGH THE SHEATHING. w ( IS `" N SNOW LOAD: 45 LBS.ISQ.FT.(GROUND SNOW LOAD) A-5 CONNECTION DETAILS&ii FASTENERS SHALL COMPLY WITH ASTM F 1667. FASTENING SCHEDULE v IZI IZI IZIZI I I o L — J SIESMIC: SEISMIC DESIGN CATEGORY-B A-6 ELECTRICAL PLANS&PLUMBING RISER o � I I I I I `�' I I J ti R905.2.6 ATTACHMENT: a � I ( I I I I 1 I I SEE DETAIL 16/A-5 I CEDAR SHINGLES SHALL HAVE THE MINIMUM NUMBER OF FASTENERS REQUIRED BY THEco DESIGN LOADS: LIVE LOAD DEAD LOAD X F- 0- I I I I I I I ( MANUFACTURER. FOR NORMAL APPLICATION CEDAR SHINGLES SHALL BE SECURED TO THE BEDROOMS: 30 LBS./SQ.FT. 15 LBS.ISQ.FT. o I I I I I (2)2"X14"RIDGE B�ANI �er I I I ROOF WITH NOT LESS THAN (4)FASTENERS PER STRIP SHINGLE OR TWO FASTENERS PER \ O INDIVIDUAL SHINGLE.WHERE THE ROOF SLOPE EXCEEDS 20 UNITS VERTICAL IN 12 UNITS LIVING AREAS: 40 LBS./SQ.FT. 15 LBS./SQ.FT. HORZONTAL(20:12),SPECIAL METHODS OF FASTENING ARE REQUIRED. 2"X10"RIDGE BEAM I I I I I I I I ATTIC: 20 LBS./SQ.FT. 15 LBS./SQ.FT. NEW"SISTERED" EXCEPTION: ROOF: N/A 15 LBS./SQ.FT. �l �L t �, 2 X 12"AT EACH I I I I CONTINUOUS RIDGE VENT,TYP. CEDAR STRIP SHINGLES SHALL HAVE A MINIMUM OF(6) FASTENERS PER SHNIGLE WHERE THE ✓ V I I I I TRUSS INDICLOCATATED BY I I I ( EXISTING CHIMNEY IR I ROOF IS IN ONE OF THE FOLLOWING CATEGORIES: FLOOR AREA: FIRST FLOOR SECOND FLOOR GARAGE AS INGiCATED BY U- O _ = DASHED LINES0 Z' = EXTENDED AS REQUIRED = I I ~ I I I I I I w O ~ ~ 1. THE BASIC WIND SPEED PER FIGURE R301.2(4) IS 110 MILES PER HOUR(177 KM/H)OR EXISTING: 1,051 SQ./FT. N/A NIA a a a GREATER AND THE EAVE IS 20 FEET(6096 MM)OR HIGHER ABOVE GRADE. NEW: 309 SQ./FT. 404 SQ./FT. NIA TOTAL X N I ISI ISI ISI ISI @� I 2. THE BASIC WIND SPEED PER FIGURE R301.2 4 IS 120 MILES PER HOUR 193 KM/H OR SECTION TAG Ixl Ixl Ixl Ixl ( ) ( ) TOTALS: 1,360 SQ./FT. 404 SQ./FT. N/A 1,764 SQ./FT. X-X lol lol lol lol N o I GREATER. — — — — — Iwi I LuI IMI I LLII 3. SPECIAL WIND ZONES PER FIGURE R301.2(4). LOCATION OF SMOKE AND CARBON MONOXIDE DETECTORS: �L_u I I LFU- I HI I Iw—I I (R317.1 R317.1.1 FROM RESIDENTIAL CODE OF NEW YORK STATE) IFI ISI ISI ISI 1. IN EACH SLEEPING ROOM, INCLUDING EXISTING CONSTRUCTION. IWl Iwl I WI Iwl I 2. OUTSIDE OF EACH SPERATE SLEEPING AREA IN THE IMMEDIATE VICINITY IZI IZl IZI IZI OF THE BEDRROMS. LINE OF WALL BELOW,TYP. — — — — — — — �� — — — — — — — — — — 3. ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS X AND CELLARS. X-X ELEVATION TAG 4. SMOKE ALARMS SHALL BE INTERCONNECTED AND HARD WIRED. PROVIDE SEAMLESS GUTTERS AND LEADERS AS REQUIRED FOR ACOMPLETE=INSTALLATION. EXISTING DOOR COLOR TO MATCH EXISTING.LEADERS TO CONNECT TO STORM WATER LEACHING POOL ROOF PLAN `� NEW DOOR SEE DETAIL 1 D&E/A-5 EXISTING WALL NEW 2"X10"RIDGE BEAM FRA114ING ACCESSORY NOTE: NEW(2)2"X14"RIDGE BEAM NEW 2"X6"COLLAR TIE AT 16"O.C. MODEL B DOWNS NUMBERS ALL SEATS, SUCH AS ANCHO IND CAR E NEW WALL BO NEW NON-STRUCTURAL DECORATIVE PRODUCTS THAT ARE AS MANUFACTURED BY SIMPSON MEMBERS TRIMMED WITH AZEL OR EQUAL 22�_p" i STRONG TIE COMPANY. (TYPICAL, U.O.N.) ALL SUCH IRV T.O. NEW RIDCE TRIM BOARDS PAINTED WHITE ACCESSORIES SHALL BE INSTALLED IN STRICT ACCORDANCE PITCHED ROOF ROOF ASSEMBLY NOTE: — EXISTING ROOF AND CEILING JOISTS TO BE ( LI WITH MANUFACTURER'S REQUIREMENTS INCLUDING THEWHITE CEDAR SHINGLES REMOVED IN AREA OF WORK TO ACCOMMODATE NEW CONTINUOS NUMBER AND TYPE OF ALL FASTENERS. COLOR AND STYLE TO BE SELECTED BY NEW TRUSS AND ROOF ASSEMBLIES SOFFIT VENT(TYP) I NEW ROOF(BEYOND)I HOMEOWNER ON#15 FELT OVER 1/2"CDX R-30 BATT INSULATION AT PLYWOOD FASTENED TO ROOF RAFTERS,TYP. ROOF/CEILING ASSEMBLIES I I I I I7 5 ISSUED FOR FILING 09/16/19 CEILING NOTE: I I I I I 4 REVISED PER OWNER/ENGINEER COMMENTS 09/09/19 NEW 2"X10"COLLAR TIES BOLTED w/112">� NEW GAF LEAK BARRIER SNOW AND ICE (1)LAYER OF 1/2"GYP. � THREADED RODS-NUT/WASHER EACH SIDE TO SHIELD. MIN.24"BEYOND INSIDE SURFACE / BOARD(TYP.)W/R-30 \ I I I I I /03/19 3 ISSUED FOR 90% REVIEW 09 OUTSIDE OF NEW SISTERED 2X12 AT EACH END EXISTING BEARING WALL TO BE REMOVED IN OF EXTERIOR WALL(TYP) BATT INSULATION 2 ISSUED FOR 50% REVIEW 08/04/19 KTCHEN/LIVING ROOM AREAS TO PREPARE SEE DETAIL 1B/A-5 �l I I FM� � \ \ • • 1 ISSUED FOR REVIEW 06/30/19 FOR NEW WORK, REFER TO SHEER A-2 FOR ' • ' ' NEW SIMPSON STONG-TIE STRAPS NEW LOFT ADDITIONAL INFORMATION i�i FROM 2ND TO 1ST FLOOR NO. REVISION/ISSUE DATE 12" ,i, PROVIDE ALUM.GUTTERS AND LEADERS TO 12- MATCH EXIST.GUTTERS AND LEADERS � ��� \�\ I ( I I ( NEW ROOF(BEYOND) PROFESSIONAL SEAL: SEE DETAIL 1B/A-5 / i \ EXTERIOR WALL NOTE: — ——————— —— ———— — ——— — —— —— — — — 1 112"GYP.BOARD ON2"x4"@16"O.C. ( 1 I I I I I OF NEIV jh 8'-0" _ ————-' W/R-15 INSULATION, 112"CDX �� }- IV TOP PLATE / - - ----- - --- --�-- - - -- - ----- - � �P �s J. p0,p` PLYWOOD, 1-112"RIGID INSULATION, II NEW 4 X 4 SUPPORT POST SHEATHING,CEDAR SIDING,TYP. AT EACH END OF NEW I I SEE DETAIL 1 G, I&J/A-6 TRUSSES(TYP.FOR 8) NEW EXPANDED KITCHEN I I NEW LMNG ROOM SEE DETAIL 1G, I&J/A-6 I I TYPICAL SILL CONSTRUCTION EXPANDED BEDROOM . 01 TYPICAL OSg090 2"X 4"P.T.PLATE AROFES SI ON�'\�F SILL SEAL INSULATION ALUMINUM TERMITE SHIELD 5/8"DIA.STEEL ANCHOR BOLTS EMBEDDED PROJECT NAME AND ADDRESS: I T.0. FIN. w 8"MIN. INTO POURED CONCRETE WALL FIRST FLOOR ( BOLTS TO BE A MAX OF 12"FROM CORNERS \_ / (NO LESS THAN(2)PER SILL) \ •• / REAR & SIDE ADDITION EXISTING CELLAR -'; I I 405 BITTERSWEET LANE CUTCHOGUE NY 11935 TYPICAL FOUNDATION WALL: L-- -- ---- - - - -- - - --- 8"POURED CONCRETE WALL - -- - - -- ------ - -__ _ _ ____ ___ ___ ____ KEYED TO AN 8"X 16"(MINIMUM) -7'-0" POURED CONCRETE FOOTING qV GRADE REINFORCED WITH(2)CONTINUOUS#4BARS _ _____ _ _ _ __ __ _ _ _ ____ ___ _ __ _ _ _ _ ___ _ _ —________ _ _—_ __ PROJECT NO.: DRAWING SHEET: REFER TO DETAIL ON SHEET A-1 --- --- - - - - ---- -- - ---- - - - --- ---- -- --- - - - - --- -- ---- -- 18-1065 2"x4"KEYWAY,TYPICAL DATE: Awa 11 /09/18 EXISTING AND NEW FOUNDATIONS — Awd WALLS AND FOOTING(BEYOND) SCALF- AS NOTED 2 SECTIONS NEW ROOF RIDGE LINE BEYOND GLEN V. DEMARINO 0 DESIGNER EXISTING ROOF RAFTERS AND ALL 5 CARLISLE ROAD o ASSOCIATED MATERIAL TO BE MILLER PLACE, NY 11764 REMOVED FOR NEW SECOND STORY P: 631-662-3173 DORMER EXISTING ROOF(BEYOND) NEW CEDAR SHINGLE ROOF WINDOW NOTE: ALL WINDOW OPENINGS SHALL HAVE (2)-2X10 WITH 2"PLYWOOD HEADERS DRAWING INDEX ABOVE. REFER TO SHEET A-2 FOR WINDOW SCHEDULE AND ADDITIONAL T-1 AREA MAP, GENERAL NOTES&SITE PLAN INFORMATION A_1 IST FLOOR REMOVAL AND FOUNDATION PLAN ROOF DRAINAGE NOTE: LLLJ A-2 IST&2ND FLOOR CONSTRUCTION PLANS, PROVIDE ALUM.GUTTERS AND LEADERS TO WINDOW AND DOOR SCHEDULES MATCH EXIST.GUTTERS AND LEADERS. PROVIDE PRECAST CONC.SPLASH BLOCKS. A-3 ROOF PLAN AND BUILDING SECTIONS PITCH GRADE AS REQ'D.TO DIRECT RUN-OFF AWAY FROM FOUNDATION A-4 BUILDING ELEVATIONS A_5 CONNECTION DETAILS& EXISTING CHIMNEY TO BE EXTENDED FASTENING SCHEDULE o BEYOND NEW ROOF LINE WITH NEW BRICK VENEER TO MATCH NEW A-s ELECTRICAL PLANS&PLUMBING RISER ® CHIMNEY.COORDINATE FINISH WITH HOMEOWNER t -JJ--Hl P:�p SIDING SYSTEM: NEW CEDAR SIDING SYSTEM COMPLETE WITH"AZEK OR APPROVED EQUAL"AT ALL OPENING TRIM,CORNER BOARDS,SOFFIT AND FASCIA TRIM, ETC.AS REQUIRED FOR A COMPLETE INSTALLATION. LINE OF GRADE X SECTION TAG X-X LINE OF GRADE X FRONT WEST ELEVATION 2 SIDE (NORTH) ELEVATION X-X ELEVATION TAG SCALE=1/4"=1'-0" SCALE=114"=1'-0" ROOF ASSEMBLY NOTE: I EXISTING DOOR WHITE CEDAR SHINGLES COLOR AND STYLE TO BE SELECTED BY HOMEOWNER ON#15 FELT OVER 1/2"CDX PLYWOOD FASTENED TO ROOF RAFTERS,TYP. EXISTING GABLE(BEYOND) NEW DOOR I ROOF DR,/JNAGE NOTE: EXISTING WALL PROVIDE ALUM.GUTTERS AND LEADERS TO MATCH EXIST.GUTTERS AND LEADERS.PROVIDE PRECAST CONC.SPLASH BLOCKS. PITCH GRADE NEW WALL AS REQ'D.TO DIRECT RUN-OFF AWAY FROM o 0 FOUNDATION. WINDOW NOTE: PITCHED ROOF ALL WINDOW OPENINGS SHALL HAVE ram (2)-2X10 WITH PLYWOOD HEADERS ABOVE.REFER TO SHEET A-3 FOR WINDOW SCHEDULE AND ADDITIONAL o 0 ® ® INFORMATION 5 ISSUED FOR FILING 09/16/19 NEW AZEK OR EQUAL TRIM AND PANEL i 4 REVISED PER OWNER/ENGINEER COMMENTS 09/09/19 i NEW 4"ALUMINUM BLIND FLASHING 3 ISSUED FOR 90% REVIEW 09/03/19 ,i o 2 ISSUED FOR 50% REVIEW 08/04/19 NEW SCREENED-IN PORCH , 1 ISSUED FOR REVIEW 06/30/19 i MIO. REVISION/ISSUE DATE SIDING SYSTEM: (PROFESSIONAL SEAL: NEW CEDAR SIDING SYSTEM COMPLETE WITH"AZEK OR APPROVED ��OF r'eGVJ- EQUAL"AT ALL OPENING TRIM,CORNER �� AAs Oce Opp BOARDS, SOFFIT AND FASCIA TRIM, ETC.AS REQUIRED FOR A COMPLETE INSTALLATION. LINE OF GRADE JFOA��Q}4 i SLIQ9 �? gSFES S PROJECT NAME AND ADDR REAR & SIDE ADDITION 405 BITTERSWEET LANE CUTCHOGUE NY 11935 3 REAR EAST ELEVATION ASIDE SOUTH ELEVATION SCALE=1/4"=1'-0" SCALE=114"=1'-0" !PROJECT NO.: DRAWING SHEET: 18-1065 DAM- 11 /09/18 AM- 11 /09/18 e SCALE: AS NOTED (5, GLEN V. DEMARINO ° DESIGNER c 5 CARLISLE ROAD ° MILLER PLACE, NY 11764 ° ° C ° °° NAILING SCHEDULE'B':NAILING&STRAPPING AT EXTERIOR WINDOWS/DOOR HEADERS P: 631-662-3173 ° • o o ° (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW EDITIONS) • NAILING SCHEDULE'S': (WOOD FRAME CONSTRUCTION MANUAL) ROUGH OPENING REQUIREMENTS FOR WINDOW OPENINGS A SIMPSON LUS28 B C SIMPSON H1 SIMPSON MTS30 SIMPSON LSTA24 NOTATION � ° A • A B C D E F DRAWING INDEX D - ROUGH OPENING A ° 2'-0" 2 (1)2x4 1 1 1 1 T-1 AREA MAP, GENERAL NOTES&SITE PLAN BOLTS MAXIMUM 45"SPACING 4'-0" 4 (1)2X4 2 1 2 2 2 IST FLOOR REMOVAL AND MIN.OF(1)ANCHOR BOLT TO BE 6'-0" 6 (2)2x4 OR(1)2x6 3 3 3 3 A-1 FOUNDATION PLAN � PROVIDED WITHIN 6 T012 INCHES TOTAL(12) 16d NAILS INTO POST W/(2)#"O 81-0" 8 (2)2x4 OR(1)2x6 3 3 3 3 A-2 IST&2ND FLOOR CONSTRUCTION PLANS, SKEW OF EACH END PLATE WITH A MIN. B W/NDOWAND DOOR SCHEDULES GLE EMBEDMENT OF 8 INCHES •o° MACHINE BOLTS E 101_0" 10 (2)2x6 4 4 4 4 ° LOPE ( ) ANGL ANCHOR BOLTS SHALL BE LOCATED 2 12'-0" 12 2x6 5 5 5 5 A-3 ROOF PLAN AND BUILDING SECTIONS •; WITHIN 12 INCHES OF THE CORNERS •o° • • NOTATIONS: BUT NOT EXCEEDING 6 FT.ON (A) NUMBER OF 8d NAILS AT EACH END OF STRAPPINGS A-4 BUILDING ELEVATIONS CENTERF (B) NUMBER OF SILL STUDS ON THE FLAT(DOES NOT APPLY TO DOORS) " .�.. . (C) NUMBER OF FULL HEIGHT KING STUDS AT EACH SIDE OF HEADER ,A_g CONNECTION DETAILS& FASTENING SCHEDULE ;.' (D) NUMBER OF 16d NAILS END NAILED THROUGH ADJACENT KING STUD TO END OF HEADER AT EACH SIDE o �'F p •�,�'� (E) NUMBER OF JACK STUDS AT EACH END OF HEADER(ASSUME DOUBLE HEADERS) A-6 ELECTRICAL PLANS&PLUMBING RISER (F) NUMBER OF 16d NAILS END-NAILED THROUGH ADJACENT JACK STUDS TO END OF SILL(S)AT EACH SIDE (DOES NOT APPLY TO DOORS) E IMPSON ABU44 SIMPSON L.SSU28 F SIMPSON U & HU G SIMPSON SSTB16 & BP H S - 2-16D COMMON NAILS @ 6"O.C. X SECTION TAG 00 0o SIMPSON HDQ8 O I ° ° X-X 00 HOLD DOWN @ CORNERS o o� (6) 10d X 1�"NAILS EACH I °°I 0o SQUARE WASHER SIDE OF STUD o I ° I SECTION X-X xxx ELEVATION TAG NOTE: 1.ALL DETAILS SHOWN ARE TYPICAL AND SHALL BE COORDINATED EXISTING DOOR °°°g SIMPSON SPH4 WITH MANUFACTURER AS TO THE LATEST APPROVED CONNECTORS. •°g a o CONTINUED FROM SHEET A-3 ( SIMPSON HDQ8 2.ALL FASTENERS ARE TO BE INSTALLED @ 16"O.0 U.O.N. TABLE R602.3(1)FASTENING SCHEDULE-CONT. � NEW DOOR CONNECTION DETAILS ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER SPACING AND LOCATION \i 1 a'b'c SCALE=NONE FLOOR 3.16d BOX(3112"x 0.135")OR EXISTING WALL 24 2"SUBFLOOR TO JOIST OR GIRDER BLIND AND FACE NAIL 2-16d COMMON(3112"x 0.162") FASTENING SCHEDULE 3-164 BOX(3112'x0.135")OR �- 25 2"PLANKS PLANK&BEAM-FLOOR&ROOF) AT EACH BEARING,FACE NAIL INFORMATION FOR FASTENING SCHEDULE TAKEN FROM THE 2015 IRC W/NYS 2017 UNIFORM CODE SUPPLEMENT.THE 8-16d COMMON(3112"x 0.1621 OR ( 2-16d COMMON(3112"x 0.162") x 0.128")OR PROVIDED SCHEDULES TO BE USED AS A GUIDE ONLY,CONTRACTOR TO REFER TO THE ACTUAL MANUAL. 12-10d BOX(3"2 12-16d BOX(3112"x 0.135")OR 3-16d BOX(3112"x 0.162")OR NEW WALL BRACED WALL LINE SPACING 25'DOUBLE TOP PLATE SPLICE FOR SDCs A-D WITH SEISMIC 12-3"x BOX(NAILS FACE NAIL ON EACH SIDE OF END JOINT 410 BOX(3"x0.128")OR 13 (MINIMUM 24"LAP SPLICE LENGHT EACH 26 BAND OR RIM JOIST TO JOIST 4-3"x 0.131"NAILS,OR END NAIL TABLE R602.3(1)FASTENING SCHEDULE DOUBLE TOP PLATE SPLC SDCs Do,D ,OR D ,AND 1 2 12-16d(3 U4"x 0.135) SIDE OF END JOINT) 4-3"x 14 GA,STAPLES,7116"CROWN PITCHED ROOF BRACED WALL LINE SPACING 25' < NAIL EACH LAYER AS FOLLOWS:32"O.C.AT ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER SPACING AND LOCATION 20d COMMON(4'x 0.192")OR TOP AND BOTTOM AND STAGGERED a,b,c BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST OR BLOCKING 16d COMMON(3112"x 0.162") 16"O.C.FACE NAIL 27 BUILT-UP GIRDERS AND BEAMS,2 INCH LUMBER LAYERS ROOF 14 (NOT AT BRACED WALL PANELS) 16d BOX(31/2"x 0.135")OR 12"O.C.FACE NAIL 10d BOX(3"x 0.128')OR 24'O.C.FACE NAIL AT TOP AND BOTTOM 3"x 0.131"NAILS 3"x 0.131"NAILS STAGGERED ON OPPOSITE SIDES 4-8d BOX(2 1/2%0.113")OR 3.164 BOX(3112"x 0.1351 OR 1 BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP 3-8d COMMON(2112"x 0.131")OR TOE NAIL 15 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST OR BLOCKING 2.164 COMMON(3112"x 0.162") 2-20d COMMON OR TOE NAIL AND: 5 ISSUED FOR FILING os/t s/19 AT BRACED WALL PANEL) x 0.1921 OR FACE NAIL AT ENDS AND AT EACH SPLICE PLATE 3-10d BOX(3"x 0.1281 OR ( 4-3"x 0.131"NAILS 3-10d BOX(3"x 0.1.1 28")OR 4 REVISED PER OWNER/ENGINEER COMMENTS 09/09/19 3-3"x 0.131"NAILS " 4-8d BOX(2112"x 0.113")OR 3.3"x 0.131"NAILS 3 ISSUED FOR 90% REVIEW 09/03/19 4-8d BOX(2 1/2 x 0.113")OR 3-16d BOX(31/2"x 0.135")OR 4.164 BOX(3112"x 0.135')OR 2 CEILING JOISTS TO TOP PLATE 3.8d COMMON(2112"x 0.131")OR PER JOIST,TOE NAIL 4.8d COMMON(2112"x 0.131")OR TOE NAIL 3.164 COMMON(3112"x 0.162")OR 2 ISSUED FOR 50% REVIEW 08/04/19 28 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS AT EACH JOIST OR RAFTER,FACE NAIL 3.104 BOX(3"x 0.1281 OR 4.104 BOX(3"x 0.128")OR 410d BOX(3'x 0.128")OR 3-3"x 0.131"NAILS 16 TOP OR BOTTOM PLATE TO STUD 4.3"x 0.131"NAILS 4-3"x 0.131"NAILS 1 ISSUED FOR REVIEW 06/30/19 CEILING JOISTS NOT ATTACHED TO PARALLEL RAFTER,LAPS 4-10d BOX(3"x 0.1281 OR 3.164 BOX(3112"x 0.1351 OR 29 BRIDGING TO JOIST 2-10d(3"x 0.128") EACH END,TOE NAIL 3 OVER PARTITIONS(SEE SECTIONS R802.3.1,R80212 AND TABLE 3-16d COMMON(31/2"x 0.1621 OR FACE NAIL 2-16d COMMON(3112"x 0.1621 OR N O. REVISION/ISSUE DATE R802.5.1(9)) 4-3"x 0.131"NAILS 3-1Od BOX(3111"x 0.128")OR END NAIL a,b,c SPACING OF FASTENERS CEILING JOISTS ATTACHED TO PARALLEL RAFTER(HEEL JOINT) TABLE R802.5.1(9) 3-3'x 0.131'NAILS ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER INTERMEDIATE 4 (SEE SECTIONS R802.3.1 AND R802.3.2 AND TABLE R802.5.1(9)) FACE NAIL 3-10d BOX(3"x 0.1281 OR SUPPORTS(INCHES) PROFESSIONAL SEAL: 17 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS 2-16d COMMON(3112"x 0.1621 OR FACE NAIL EDGESINCHES (INCHES) 4-104 BOX(3"x 0.1281 OR 3-3'x 0.131"NAILS WOOD STRUCTURAL PANELS,SUBFLOOR,ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND PARTICLEBOARD WALL SHEATHING TO FRAMING OF N Ep, COLLAR TIE TO RAFTER,FACE NAIL OR 1114"x 20 GA.RIDGE 3-10d COMMON(3"x 0.14810R � 1- 5 FACE NAIL EACH RAFTER SEE TABLE R602.3 3 FOR WOOD STRUCTURAL PANEL EXTERIOR WALL SHEATHING TO WALL FRAMING STRAP TO RAFTER 43"x 0.131"NAILS 3-8d BOX(2112"x 0.113")OR ( ( ) ) �`' S �J. O � 2-8d COMMON(2112"x 0.162")OR � 18 1"BRACE TO EACH STUD AND PLATE FACE NAIL 6d COMMON(2"x 0.113')NAIL(SUBFLOOR, O 3-16d BOX NAILS 3112"x 0,135 OR 2-10d BOX(3"x 0.128")OR " " 1 6 121 C) Ll •� ( 1 30 318 112 WALL) „- 3-10d COMMON NAILS(3"x 0.148")OR 2 TOE NAILS ON ONE SIDE AND 1 TOE NAIL ON2 STAPLES 1314" 8d COMMON(2112'x 0.131 R00 r " 6 RAFTER OR ROOF TRUSS TO PLATE 4-10d BOX(3"x 0.1281 OR OPPOSITE SIDE OF EACH RAFTER OR TRUSS 1 NAIL( " " 8d COMMON NAIL 2112"x 0.131" 4-3"x 0.131"NAILS 3-8d BOX(2112"x 0.113")OR 2-8d COMMON(2112"x 0.131)OR FACE NAIL 31 19132"-1 ( ) 6 121 JF p� p 19 1"x6"SHEATHING TO EACH BEARING 4-16d BOX(3112"x 0.135")OR 2.104 BOX(3"x 0,128")OR 10d COMMON(3"x 0.148" 3.104 COMMON NAILS(3112"x 0.148")OR TOE NAIL 2 STAPLES,V CROWN,16 GA,1314'LONG 32 1118"-1114" )NAIL.OR 6 12 8d(21/2%x 0.131")DEFORMED NAIL 4.104 BOX(3'x 0.128")OR 3.8d BOX 2112"x 0.113")OR 4-3"x 0.131"NAILS ( 7 ROOF RAFTERS TO RIDGE,VALLEY OR HIP RAFTERS OR ROOF 3-8d COMMON(2112"x 0.131")OR OTHER WALL SHEATHING g RAFTER TO MINIMUM 2"RIDGE BEAM 3.164 BOX NAILS(31/2"x 0.1351 OR 3.104 BOX(3'x 0.128")OR 1112"GALVANIZED ROOFING NAIL,7116"HEAD PROJECT NAME AND ADDRESS: 2-16d BOX NAILS(3112"x 0.16210R END NAIL 3 STAPLES,1"CROWN,16 GA,13/4'LONG 33 112"STRUCTURAL CELLULOSIC FIBERBOARD SHEATHING DIAMETER,OR 1"CROWN STAPLE 16 GA.11/4' 3 6 3-10d BOX(Tx 0.128)OR 20 1"x 8"AND WIDER SHEATHING TO EACH BEARING FACE NAIL LONG 3-3"x 0.131"NAILS WIDER THAN 1"x 8" WALL 4-8d BOX(2112"x 0.113")OR 1314"GALVANIZED ROOFING NAIL,7116"HEAD REAR & SIDE ADDITION 3.8d COMMON(21/2"x 0.1311 OR 34 25132"STRUCTURAL CELLULOSIC FIBERBOARD SHEATHING DIAMETER,OR V CROWN STAPLE 16 GA.1114" 3 6 " 24"O.C.FACE NAIL 3-10d BOX(3"x 0.128")OR LONG 16dCOMMON(31/2 x0.162") 4STAPLES,1"CROWN,16GA,1314'LONG 405 BITTERSWEET LANE 8 STUD TO STUD SNOT A BRACED WALL PANELS) iOd BOX(3"x 0.128)OR 16"O.C.FACE NAIL 1112"GALVANIZED ROOFING NAIL.STAPLE 3"x 0.131"NAILS FLOOR 35 112"GYPSUM SHEATHING d GALVANIZED, 7 7 C U TC H O G U E NY 11935 3"x 0.131"NAILS 3-8d COMMON(2112"x 0. 16d BOX(3112"x 0.13510R 12"O.C.FACE NAIL 4-8d BOX(2112"x 0,113")OR 1112"LONG,1114'SCREWS,TYPE W OR S 9 STUD TO STUD AND ABUTTING STUDS AT INTERSECTING WALL 21 JOIST TO SILL,TOP PLATE OR GIRDER 0.131')OR d 1314"GALVANIZED ROOFING NAIL,STAPLE CORNERS(AT BRACED WALL PANELS) 16d COMMON(3112"x 0.162") 16"O.C.FACE NAIL 3.104 BOX(3"x 0.128")OR TOE NAIL 36 518"GYPSUM SHEATHING GALVANIZED, 7 7 3-3"x 0.131"NAILS 1518'LONG, SC,TYPE W OR S 10 BUILT-UP HEADER(2'TO 2"HEADER WITH 1/2"SPACER 16d COMMON(31/2"x 0.162) 16"O.C.EACH EDGE FACE NAIL 16d BOX(3112"x 0.135 8d BOX(21/2"x 0.113") 4'O.C.TOE NAIL WOOD STRUCTURAL PANELS,COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING PROJECT NO.: DRAWING SHEET: ") 12"O.C.EACH EDGE FACE NAIL 22 RIM JOIST,BAND JOIST OR BLOCKING TO SILL OR TOP PLATE 8d COMMON(2112"x 0.131") 6d DEFORMED(2'x 0.1201 NAIL OR 18-1065 11 CONTINUOUS HEADER TO STUD 5.8d BOX(2112"x 0.113")OR (ROOF APPLICATIONS ALSO) 10d BOX(3"x 0.1281 OR 6"O.C.TOE NAIL 37 314"AND LESS 8d COMMON(2112"x 0.1311 NAIL 6 12 4-8d COMMON(2112"x 0.131')OR TOE NAIL 3"x 0.131"NAILS DAM- 4-10d BOX(3"x 0.128) " " 8d COMMON(2112"x 0.131")NAIL,OR 11 /09/18 A=5 3-8d BOX(2 IQ*x 0.113)OR 38 7/8--l' 8d DEFORMED(2 112 x 0.120)NAIL 6 12 16d COMMON(3112"x 0.162") 16"O.C.FACE NAIL 23 1"x 6"SUBFLOOR OR LESS TO EACH JOIST 2.8d COMMON(2112"x 0.131")OR nM6LF- 10d 12 TOP PLATE TO TOP PLATE 3.8d BOX O x 0.128")OR FACE NAIL 8d COMMON(3"x 0,1461 NAIL,OR BOX(3"x 0.128")OR 12'O.C.FACE NAIL 2 STAPLES,V CROWN,16GA,1314'LONG 39 1118" 1114" 8d DEFORMED(2112"x 0.120")NAIL 6 12 NOTED 3"x 0.131"NAILS CONTINUED ON SHEET A4 4"VENT THROUGH ROOF GLEN V. DEIVIARINO --I DESIGNER 1-112" 5 CARLISLE ROAD MILLER PLACE, NY 11764 P: 631-662-3173 NEW BATHROOM I IL-1-112" DRAWING INDEX T-1 AREA MAP, GENERAL NOTES&SITE PLAN A-1 IST FLOOR REMOVAL AND FOUNDATION PLAN LOFT A-2 CONSTRUCTIONIST&2ND FLOOR PLANS, WINDOW AND DOOR SCHEDULS 4"VENT THROUGH ROOF ( I A-3 ROOF PLAN AND BUILDING SECTIONS D A-4 BUILDING ELEVATIONS --- --- I— --_ � NOTE: GFl — GA MATERIALS FOR WATER SUPPLY AND A-5 CONNECTION DETAILS& DISTRIBUTION SYSTEMS,PER TABLES FASTENING SCHEDULE EXISTING BATHROOO I I P2904.4.4,P2904.5&P2904.6. 0 I I A-6 ELECTRICAL PLANS&PLUMBING RISER 070 NO WORK cs I IT-1 F-0:111NOTE: NEW FIXTURES TO COMPLY W/NEW _ YORK STATE D.E.C.REQUIREMENTS �"— FOR CERTIFIED WATER SAVING PLUMBING FIXTURES 2 FIRST FLOOR 2 EXISTING EXISTING SANITARY SYSTEM v /� SECTION TAG EXISTING C.O. 4" X_x mm PLUMBING RISER �21 2 SCALE=NONE X X-X ELEVATION TAG I EXISTING DOOR ELECTRICAL/ LIGHTING LEGEND �� NEW DOOR SYMBOL MANUF, MODEL# BULB REMARKS �' I LEVITON 5325 DUPLEX RECEPTICAL, DECORA,WHITE(IN ADDITION TO THOSE REQ. BY CODE) 2 LEVITON QUAD RECEPTICAL,DECORA,WHITE EXISTING WALL LEVITON ? DEDICATED DUPLEX, DECORA,WHITE — �E GFI,WEATHERPROOF RECEPTICALc NEW WALL SPECIAL PURPOSE CONNECTION-APPLIANCE, ETC. RANGE OUTLET PITCHED ROOF LEVITON 5601 SINGLE POLE SWITCH, DECORA,WHITE LUTRON 5600P SINGLE POLE SWITCH, DECORA,WHITE W/SLIDE DIMMER O� 3 LUTRON 5603 THREE WAY SWITCH, DECORA,WHITE LUTRON 5603P THREE WAY SWITCH W/SLIDE DIMMER,DECORA,WHITE 5 ISSUED FOR FILING 09/16/19 LUTRON FOUR WAY SWITCH, DECORA,WHITE 2 4 REVISED PER OWNER/ENGINEER COMMENTS 09/09/19 [ 4 ELECTRICAL 6-,T SENTRY TIME SWITCH { 2 3 ISSUED FOR 90% REVIEW 09/03/19 HALO H-7410 100 WATT RECESS HIGH HAT-WHT.OR BLK. BAFFEL-INCANDESCENT 1. THE ELECTRICAL CONTRACTOR SHALL FURNISH ALL LABOR AND MATERIALS NECESSARY FOR COMPLETE 2 ISSUED FOR 50% REVIEW 08/04/19 6 HALO 498 90 W PAR 38 RECESS HIGH HAT-WHT.OR BLK. BAFFEL-INCAND FOR SLOPED CLGS. INSTALLATION OR WORK SHOWN ON THE DRAWINGS AND HALO H7T/417 75 W PAR 30 RECESS WALL WASH-WHT.OR BLK. BAFFEL-INCANDESCENT FURNISH THE OWNER WITH A NYS FIRE UNDERWRITERS 1 ISSUED FOR REVIEW 06/30/19 HALO H1499T LOW VOLTAGE RECESSED SPOT LIGHT CERTIFICATE UPON COMPLETION. 2. ALL WORK SHALL BE IN ACCORDANCE WITH THE IVO. REVISION/ISSUE DATE EVOLUTION MINILIGHT HALOGEN TRANSFORMER REQUIRED(FOR FUTURE CABINETRY) REQUIREMENTS OF THE NATIONAL ELECTRIC CODE JUNCT. BOX OWNER TO SUPPLY FIXTURE,CONTR.TO INSTALL (N.E.C.)AND THE RULES AND REGULATIONS OF THE 4 WALL SCONCE JEM.BOX OWNER TO SUPPLY FIXTURE,CONTR.TO INSTALL LOCAL UTILITY COMPANY. JPROFESSIONAL SEAL: Q LAMAR 4-F40 FLUORESENT (WRAP AROUND) 3. ALL WIRING SHALL BE MINIMUM#12 AND#14(AS OF NES ® LAMAR 535-220P 2-F20 FLUORESENT REQUIRED)COPPER. NO ALUMINUM WIRE WILL BE �Q�� S v10 PERMITTED. co 0��� '? ® LAMAR 535-240P 2-F40 FLUORESENT 4. CONVENIENCE DUPLEX RECEPTACLES SHALL BE 15 U e ® ALKO UNDER COUNTER LIGHTING AMP, 125 VOLT,2 POLE,3 WIRE,GROUNDING TYPE AS - "'-� • SHOWN ON DRAWINGS. PROVIDE GROUND FAULT BROAN 689 CEILING/WALL FAN-*60 CFM RECEPTACLES WHERE REQUIRED BY N.E.C. s OUTDOOR FIXTURE,OWNER TO SUPPLY,CONTR.TO INSTALL F�,o os 0 - SQ HALO 70PS 60 W A-19 SHOWER LIGHT MOTION SENSOR-DOUBLE HEAD-WHITE ELECTRICAL NOTE © CARBONMONOXIDE DETECTOR,AS PER PLANS&CODE-DIRECT WIRED ALL EXISTING ELECTRIC TO REMAIN(IE.,WALL PROJECT NAME AND ADDRESS: SMOKE DETECTOR,AS PER PLANS&CODE-DIRECT WIRED OUTLETS,TOGGLE SWITCHES, EXTERIOR LIGHTING) AND NEW TO BE INSTALLED AS SHOWN.EXISTING © CABLE/TELEVISION OUTLET WIRING TO PANEL IN BASEMENT TO BE UTILIZED COMPUTER DATA OUTLET FOR NEW PANEL LOCATED IN GARAGE REAR & SIDE ADDITION TELEPHONE JACK-CONFIRM SYSTEM WITH OWNER 405 BITTERSWEET LANE O THERMOSTAT CUTCHOGUE NY 11935 NOTE: FINAL ELECTRICAL PLAN TO BE REVIEWED WITH OWNER AS TO LOCATION AND TYPES OF RECEPTICAL LIGHTING,AND ANY SPECIAL OWNER REQUIREMENTS. PROJECT NO.: DRAWING SHEET: 18-1065 N DATE: 11 /09/18 as 1 FIRST & SECOND FLOOR WIRING PLAN nA NOTED SCALE=1/4"=1'-0"