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Home My WebLink About47551-Z r-M �o�S�FfDtZ Town of Southold 12/6/2023 P.O.Box 1179 W 53095 Main Rd 0� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44799 Date: 12/6/2023 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 515 S Oakwood Dr.,Laurel SCTM#: 473889 Sec/Block/Lot: 145.-3-9.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/15/2022 pursuant to which Building Permit No. 47551 dated 3/15/2022 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: additions and alterations, including trellis covered deck and covered porch with outdoor fireplace and barbecue,to existing single family dwelling as applied for per ZBA 47534, dated 9/16/2021 and ZBA De Minimus dated 11/18/2021. The certificate is issued to Sanchez,Ronald&Mary of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 40069,47551 7/20/16, 11/15/23 PLUMBERS CERTIFICATION DATED 7/19/2023 el O'Brie Jr. ut or' a Signature J �o�g�yfF01jq TOWN OF SOUTHOLD ay BUILDING DEPARTMENT oC* TOWN'CLERK'S OFFICE AIWE y • o� SOUTHOLD, NY NpIV --a, 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#: 47551 Date: 3/15/2022 Permission is hereby granted to: Sanchez, Ronald 18 Spruce Park Syosset, NY 11791 To: Construct alterations to an existing single family dwelling and legalize an "as built" deck addition as applied for.. . Replaces BP# 40069. **3/18/22 AMEND permit to include deck & porch alterations and second floor additions /alterations as applied for, with ZBA#7543, Trustees #10027 & NYS DEC NJ letter. C 71-1,9/23 AMEND as per plans &scope of work outline provided. At premises located at: 515 S Oakwood Dr., Laurel SCTM # 473889 Sec/Block/Lot# 145.-3-9.1 Pursuant to application dated 3/16/2022 and approved by the Building Inspector. To expire on 9/14/2023. Fees: PERMIT RENEWAL $602.20 AMENDMENT TO PERMIT $1,102.40 ELECTRIC $250.00 Total: $1,954.60 Building Inspector �g�FFQ TOWN OF SOUTHOLQ BUILDING DEPARTMENT x TOWN CLERK'S OFFICE rh "v • ^r 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#: 47551 Date: 3/15/2022 Permission is hereby granted to: Sanchez, Ronald 18 Spruce Park Syosset, NY 11791 To: Construct alterations to an existing single family dwelling and legalize an "as built" deck addition as applied for. Two COs required. Replaces BP#40069. **3/18/22 AMEND permit to include deck & porch alterations and second floor additions / alterations as applied for, with ZBA#7543, Trustees #10027 & NYS DEC NJ letter. At premises located at: 515 S Oakwood Dr., Laurel SCTM # 473889 Sec/Block/Lot# 145.-3-9.1 Pursuant to application dated 3/15/2022 and approved bye the Building Inspector. To expire on 9/14/2023. Fees: PERMIT RENEWAL $602.20 Total: $1,704.60 Building Inspector TOWN OF SOUTHOLD BUILDING DEPARTMENT ' 94 - TOWN CLERK'S OFFICE . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 47551 Date: 3/15/2022 Permission is hereby granted to: Sanchez, Ronald 18 Spruce Park Syosset, NY 11791 To: Construct alterations to an existing single family dwelling and legalize an "as built" deck addition as applied for. Two COs required. Replaces BP#40069. At premises located at: 515 S Oakwood Dr., Laurel SCTM # 473889 Sec/Block/Lot# 145.-3-9.1 Pursuant to application dated 3/15/2022 and approved by the Building Inspector. To expire on 9/1412023. Fees: PERMIT RENEWAL $602.20 Total: $602.20 Building Inspector J7 �� TOWN OF SOUTHOLD �SUFFoc,r�o BUILDING DEPARTMENT CA TOWN CLERKS OFFICE SOUTHOLD, NY t 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#: 40069 Date: 9/9/2015 Permission is hereby granted to: Schuller, Agnes 515 S Oakwood Dr Laurel, NY 11948 To: construct alterations to an existing single family dwelling and legalize an "as built" deck addition as applied for. Two COs required. At premises located at: 515 S Oakwood Dr, Laurel SCTM # 473889 Sec/Block/Lot# 145.-3-9.1 Pursuant to application dated 8/26/2015 and approved by the Building Inspector. To expire on 3/10/2017. Fees: AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $480.00 SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $534.40 CO -ADDITION TO DWELLING $50.00 CO -ALTERATION G $50.00 To al: $1,114.40 B ' ' g Inspec Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy -New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool $50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$_S(; ..0. 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-existing Building: (check one) Location of Property: SJ�'I�O� Ow4l ocgd ocerLit urcl House No. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section N 5 Block Lot ` Subdivision Filed Map. Lot: Permit No. LA_11� Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certi is DO ;4ck one) Fee Submitted: $ �o Applicant Signatur pF SOUT��I 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 ae sean.devlin(v�town.southold.ny.us Southold,NY 11971-0959 Q couffN BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Ronald Sanchez Address: 515 S Oakwood Dr city:Laurel st: NY zip: 11948 Building Permit* 47551 Section: 145 Block: 3 Lot: 9.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Fulton Electric East License No: 34066ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 29 Ceiling Fixtures Bath Exhaust Fan ' 3 Service 3 ph Hot Water GFCI Recpt 5 Wall Fixtures 9 Smoke Detectors 3 Main Panel A/C Condenser Single Recpt Recessed Fixtures 58 CO2 Detectors Sub Panel 80A A/C Blower Range Recpt Ceiling Fan 7 Combo Smoke/CO 1 Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 35 4'LED Exit Fixtures Sump Pump Other Equipment: 80A Sub 20 Circuits / 16 Used, FloorHeat, Mini Fridge(2) Notes: Second Floor & Outdoor BBQ Inspector Signature: Date: November 15, 2023 S.Devlin-Cert Electrical Compliance Form *pF SOUT�QI Town Hall Annex Telephone(631)765-1802 54375 Main Road N -NC Fax(631)765-9502 P.O.Box 1179 ioQ roger.riche rtR)town.southo Id.ny.us Southold,NY 11971-0959 Q �yIV0UNT1,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Sanchez Address: 515 South Oakwood Drive City: Laurel St: New York Zip: 11948 Building Permit#: 40069 Section: 145 Block: 3 Lot: 9.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Fulton Electric East License No: 34066-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 4 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures 1 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 4 CO Detectors Sub Panel A/C Blower Range Recpt. Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures FTime Clocks Disconnect Switches 4 Twist Lock Exit Fixtures TVSS Other Equipment: 2- Paddle Fans Notes: Inspector Signature: - Date: July 20, 2016 z Electrical 81 Compliance Form.xls Town,kall Annex Teleptione(631-),765-1802 54375 Main Road, Fax(63t).765-9502 P.O.$ox 1-179 Southold,NY-11971-0939. /v BUILDING-DEPARTMENT. TOWN OF SOUTHOLD CERTIFICATION Date'_ Building Permit No. 5 Owner: MC?rq and P.onatd an ch c2- (Please,print) Plumber•. - lenepeint) I certify that.the solder used in the water.supply'syswm contains less than 2/10 of 11/a lead. (Plumbe. hare) Swom to before-me this AIMEE AIELLO day of 20 NOTARY PUBLIC-STATE OF NEW YORK No.01 AI6362936 Qualified in Suffolk County My Commission Expires 08-07-2025 Notary.Public� �^ 'Go=mty OF SO�lyo�o cOUNfi`l, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOU ATION 1 ST [ ] ROUGH PLUMBING [ ] F NDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: �� ek 77 9- tom DATE INSPECTOR i OF SO�jyo�o ll /, W (a • �o v cout `I,N TOWN OF SOUTHOLD.BUILDING DEPT. 765-1802 INSPECTION ' [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: -- DATE INSPECTOR - - i oF so ryo� 46CO coutum TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: - �Q DATE C� INSPECTOR r pF SOUTyolo * # TOWN OF SOUTHOLD BUILDING DEPT. �51 . 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL Au REMARKS: • G i"4-4 sz&on6( ak4 4o c u - 'CD wl Gytokil DATE 90 ANSPECTOR �O�aOF SOUTyOIo ,1,7 rs S. �� # # TOWN OF SOUTHOLD BUILDING DEPT. coum, 631.765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] BODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: -UO &DA):e DATE 5 INSPECTOR G-� I��7 l ��F SOOTyO�o ` # # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPEC ON [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING /ST [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RE AL REMARKS: va Iviflk vxlb DATE ?-OY—loo'- INSPECTOR ' i y - - N'K� OF SOUTyO� TOWN OF SOUTHOLD BUILDING DEPT. courm� 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] OUGH PL13G. [ ] FOUNDATION 2ND [ INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: o � DATE lot �.'?� INSPECTOR OF SOUTyo� l # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: I • S S S Go (410 DATE INSPECTOR r' �o�NOF SOUTyo� Li 7 .S5—P 1 5 S,e 0 �,k TOWN OF SOUTHOLD BUILDING DEPT. `ycou 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: Pil 4s 0 6M /�)2 a l�. DATE 10 bo INSPECTOR 4ssl Itl5�23 f r . 0_ GSS' t7aN O Z¢3 ~gDz • � a00 W~Ow U d w 50i Oiap ��0 �aN o?xm Y�r y0Wr f I� 4 ci�' :£� �j Ca L, '� �. �� 3.: �, .. u'�:; l cr 4 u, Yk � �z's• �° fie;: 4 ICI t i I s r Or k A. kkF! qaV s a+K N Kr brov7@ p 33 CiiiL4V1£4'l ` 81�.v'ipAl 2A i:4ldt AYAlPC MAI�4't Tooligi igg r .r. `t tl , Imam Nov one gl�s a^+ F � r S Y S Y .a 4�� ' t .� as r i L , i e r. . f y t f t Y I p 4' ti ::1" ` � jr " t t t , �IA'Alk�\�\`�^ CALL US:631.398.6906 EMAIL US:michael@gmenguru.org WEB U&MM .areenourmom MAIL US:12 Arbutus Ct,Greenlawn,NY,11740 Green Guru, LLC,HERS Raters Blower Door& Duct Test Results For 515 South OakvicQod Road Version 2020 07.01 Date: 08/21/23 Clients: Celpar Construction Inc. CC: Mr. and Mrs. Sanchez Property Address: 515 South Oakwood Road, Mattituc r, NY, 11952 Cubic Volume Served: 30,364.00 of 20184ECC R403.3A allowed total leakage: 3 ACH50 20184ECC R403.3A Prescriptive chn: <1,518.20 cfm 20184ECC R403.3A Total measured cfm: 1,483 cfm Test PASS or FAIL PASS m Z-6 4-- 20184ECC R403.3A allowed total leakage: 4CFM per 100 Square Feet 20184ECC R403.3A Prescriptive cfm: 54.16cfm 20184ECC R403.3.4 Total measured cfm: 13.36cfm Tests PASS or FAIL PASS ertified RESNET Rater Name: t210214 chael Catalano ertified RESNET Rater Number: ertified BPI or Other Number: I 5060842 1 r. = (Green Guru,LLC)by: Client Sign• %�i4¢ Sign: Name:Michael Catalano Name: LIABILr1Y DISCLAIMER DMON: Builder/Contractoragrees thatGreen Guru.LLC isproviding evaluation information only,wh based on the conditions observed at the time of the Inspection,rating and or field test While everyefortwID be made to provide thorough,complete,and accurate kdormayo(r„Green Guru,LLC makes no warranty or guarantee toward results verified. BufldedOwner agreesrtifi that project certification cannot be guaranteed and is dependent ont�corrstrudion and testing results of each Individual project Attainment of project cecation or test results have no bearing on payment for services performed underthwli06b Orderand Contract Builder/ContractodOwneragrees that Green Guru,LLC bears no Iiabl6tyfor Improvements or upgrades being recommended to customers.BuilderfContractodOwner agrees ttret Green Guru.LLC has no connection to the Installation of any such improvements or upgrades and bears no Ilabfl*for the workmanship of any work contracted through client or any company outside of Client CONFIDENTIAL INFORMATIONTM-19934M Version 20190101.MaiWg Address:12 Arbutus Ct Greeniawn,W.11740 PAGE1 of 1 Manual S Compliance Report Job: cGIV1110.23 wrightsoft® p p Dab•: ft 15,2023 1st FloorAH �►: Green Guru, LLC 12 Arbutus Court,Greenlawn,W11740 Phone:631-398-6906 Email:Michael@greenguru org Web:wvmgreenguru.org Project • • For. Sanchez Residence 515 South Oakwood Road,Mattitudc,W 11952 Cooling Equipment Design Conditions Outdoor design DB: 84.9°F Sensible gain: 18464 Btuh Entering coil DB: 71.0°F Outdoor design WB: 71.7°F Latent gain: 4173 Btuh Entering coil WB: 59.4°F Indoor design DB: 70.0°F Total gain: 22637 Btuh Indoor RH: 50% Estimated airflow: 1400 cfm Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SplitAC Manufacturer. Rheem Model: RA1648AJ1NA+RCFL-HM4821TC Actual airflow: 1400 dm Sensible capacity. 29400 Btuh 159%of load Latent capacity: 12600 Btuh 302%of load Total capacity: 42000 Btuh 186%of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 15.3OF Heat loss: 28311 Btuh Entering coil DB: 66AQF Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: Oil boiler Manufacturer. Peerless Boilers Model: WBV-03-W Actual airflow: 1400 dm Output capacity: 110000 Btuh 389%of load Meets all requirements ofACCA Manual S. wrightsoft® 2023-lug-16 05:55�7 ..,� ry,,,„.w.�Z' RighESu Unlversa1202323.0.01 RSU26941 Pagel Consultlng20231110.Sanchez FlouseZanchez.mp Calc=MJB FrontWorfaces:N Manual S Compliance Report Job: �"0.23 �+ wrightsoft° P P We: Pxg 15,2023 2nd FloorAH Elf. Green Guru, LLC 12 Arbutus Court,Greenlawn.NY11740 Phone:631-398-6906 Erriail:fAchaal@greenguru.orgWeb:wwKgreenguru.org Project • • • For. Sanchez Residence 515 South Oakwood Road,Mattituck W 11952 Cooling Equipment Design Conditions Outdoor design DB: 84.9°F Sensible gain: 22026 Btuh Entering coil DB: 72A*F Outdoor design WB: 71.7°F Latentgain: 4892 Btuh Entering coil WB: 60.0°F Indoor design DB: 70.0°F Total gain: 26917 Btuh Indoor RH: 50% Estimated airflow: 1180 cfm Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SplitAC Manufacturer. Rheem Model: RA1636AJ1NA+RH1T3617STANAA Actual airflow: 1180 dm Sensible capacity: 24780 Btuh 113%of load Latent capacity. 10620 Btuh 217%of load Total capacity: 35400 Btuh 132%of load SHP, 70% Heating Equipment Design Conditions Outdoor design DB: 15.3OF Heat loss: 35165 Btuh Entering coil DB: 65.9°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: Oil boiler Manufacturer. Peerless Boilers Model: WBV-03-W Actual airflow: 1180 cfrn Output capacity. 110000 Btuh 313%of load Meets all requirements ofACCA Manual S. 2023-Aug-15 05:55:37 Wtrlght5OlFt® ht-Sufte6UnieerW202323.0.01 RSU26941 Page Consulfing12 0 2 311 1 0.SanchezHouse%Sanchezrup CaIc=MJ8 FrontDoorfaces:N Building Analysis Da: �15 2023 -�- wrightsoft® Entire House Green Guru, LLC 12 Arbutus Court Greenlawn.W11740 Phone:631-398-6906 Email:I idiael@greenguru.orgWeb:wvmgreenguru.org Project • • For. Sanchez Residence 515 South Oakwood Road,Mattltuck,NY 11952 Design Conditions Location: Indoor Heating Cooling Brookhaven AP,NY,US Indoor temperature(°F) 70 70 Elevation: 82 ft Design TD(°F) 55 15 Latitude: 41'N Relative humidity(%) 35 50 Outdoor. Heating Cooling Moisture difference(grAb) 28.7 41 A Dry bulb(°F) 15 85 Infiltration: Daily range °F) - 15 ( L ) Method Blower door Wet bulb(°F� - 72 Shielding/stories 3(partial)/2 Wind speed(mph) 15.0 7.5 Pressure/ACH/AVF 50 Pa/3.0/1448 cfm Component Btuh/f F Btuh %of load Walls 3.7 12075 19.0 Ventilation Glazing 16.4 8867 14.0 Wall Doors 21.3 1195 1.9 Ceilings 6.6 12564 19.8 ucts Floors 4A 482 0.8 Infiltration 2.3 9019 14.2 {' Duds 12812 202 Glazing Piping 0 0 Humidification 0 0 Ventilation 6462 102 Other Total Adjustments 63476 100.0 Ceilings • • illm Component Btuh/ft? Btuh %of load Walls 1.3 4191 10.4 Ventilation Glazing 262 14180 35.0 Walls Doors 11.3 631 1.6 Internal Gains Ceilings 2.5 4825 11.9 Floors 12 131 0.3 Infiltration 0.3 1253 3.1 ; Duds 7758 192 Ventilation 1760 4.3 Glazing ;. Ducts Internal gains 5760 142 Blower 0 0 Infiltration To�l�ents 40490 100.0 Other Ceilings Latent Cooling Load=6044 Btuh Overall U value=0.111 Btuh/fl?--°F, Window/Floor Area=18.5% Data entries checked. -Fk- wrightsofft- 2023-Aug-1505:55:37 .a... .w.. . RightSuibOLIniuersal202323.0.01 RSU26941 Pagel .-Consulting@0231110.SandiezFiousaftnchezrup Calc=UB RontDoorfaoss:N Building Analysis Job: GGM110.23 - - wrightsoft® Date: Aug 15,2023 1st FloorAH Green Guru, LLC 12 Arbutus Court Greenlawn,NY11740 Phone:631-398-6906 Email:Mchael@greenguru.org Web:wHmegreenguruorg Project • • For. Sanchez Residence 515 South Oakwood Road,Mattituck,NY 11952 Design Conditions Location: Indoor: Heating Cooling Brookhaven AP,NY,US Indoor temperature(°F) 70 70 Elevation: 82 ft Design TD(°F) 55 15 Latitude: 41 ON Relative humidity(%) 35 50 Outdoor. Heating Cooling Moisture difference(grfib) 28.7 41.4 Dry bulb(°F) 15 85 Infiltration: Daily range °F) - 15 ( L ) Method Blowerdoor Wet bulb(°F� - 72 Shielding/stories 3(partial)/2 Wind speed(mph) 15.0 7.5 Pressure/AVF 50 Pa/1448 cfm Component Btuh/fe Btuh %of load Walls 3.6 4687 16.6 Ventilation Glazing 16A 4365 15A Walls Doors 21.3 1195 42 Ceilings 14.0 5108 18.0 Floors 1.6 64 0.2 ¢_ : ., ucts Infiltration 2.3 3792 13A Glazin Duds 5971 21.1 Piping 0 0 Humidification 0 0 Doors Ventilation 3129 11.1 Infiltration Total dents 28311 100.0 Ceilings Other Component Btuhr Btuh %of load Walls 12 1517 82 wall ventilation Glazing 26.4 7025 38.0 Doors 11.3 631 3A ntemal Gains Ceilings 5.0 1812 9.8 Floors 0.4 17 0.1 Infiltration 0.3 527 2.9 Duds 2073 11.2 Glazin Ventilation 852 4.6 4 Internal gains 4010 21.7 Ducts Blower 0 0 Infiltration Adjustments 0 Dooms other Total 18464 100.0 Ceilings Latent Cooling Load=4173 Btuh Overall U value=0.138 Btuh/fe--°F, Window/Floor Area=16.5% Data entries checked. -FidF wri<ghtsoft- 2023-Aug-1505:5537 ,�. ».. m RightSuite®Unhmrsal202323.0.01 RSLI26941 Page ,4CCk ...Consulfing12023\110.Sanchez House\Sanchezrup Ca1c=MJ8 FrontDoorraces:N Building Analysis Job: GGII1110.23 ' wrightsoft® Date: Aug 15,2023 2nd FloorAH By- Green Guru, LLC 12 Arbutus Court.Greenlawn.W11740 Phone:631-398-6906 Email:Michael°Qgreengurmorg Web:wwwgreenguru.org Project • • For. Sanchez Residence 515 South Oakwood Road,MattituCk,NY 11952 Design Conditions Location: Indoor Heating Cooling BrookhavenAP,W.US Indoor temperature(°F) 70 70 Elevation: 82 ft Design TD(°F) 55 15 Latitude: 41 ON Relative humidity(%) 35 50 Outdoor. Heating Cooling Moisture difference(grub) 28.7 41 A Dry bulb(°F) 15 85 Infiltration: Daily range °F) - 15 ( L ) Method Blower door Wet bulb(°F� - 72 Shielding/stories 3(partial)/2 Wind speed(mph) 15.0 7.5 Pressure/AVF 50 Pa/1448 dm Component Btuh/iF Btuh %of load Walls 3.7 7388 21.0 Ventilation Glazing 16A 4502 12.8 Wall Doors 0 0 0 Ceilings 4.9 7456 212 ucts Floors 6.1 418 1.2 Infiltration 2.3 5227 14.9 Duds 6841 19.5 Glazin Piping 0 0 Humidification 0 0 Ventilation 3333 9.5 Infiltration Total tments 35160 100.0 Ceilings Other Component Btuhr Btuh %of load Walls 1.3 2674 12.1 Ventilation Glazing 26.1 7155 32.5 walls nternal Gains Doors 0 0 0 Ceilings 2.0 3013 13.7 Floors 1.7 114 0.5 Infiltration 0.3 726 3.3 °r ucts Duds 5685 25.8 Ventilation 908 4.1 Glazing :. Internal gains 1750 7.9 Blower 0 0 Infiltration Adjustments 0 Other Total 1 1 220261 100.0 Ceilings Latent Cooling Load=4892 Btuh Overall U-value=0.097 BtuhfiF-OF, Window/Floor Area=20.9% Data entries checked. -III- =ightsoft® 2023-Aug-15055537 m PightSub@unhersal202323.0.01 FtSU26941 Page ...Consulting12023%110.Sanchez kousa%Senchezrup CaIc=MJ8 Frontloorfaces:N +wrightsoft" Project Summary Date: Aug 15,2023 Entire House Green Guru, LLC 12 Arbutus Court,Greenlawn.NY11740 Phone:631-398-6906 Emil:b6chael@greenguru.org Web:wwwgreenguru.org Project • • For. Sanchez Residence 515 South Oakwood Road,Mattitudc,NY 11952 Notes: Design Information Weather. Brookhaven AP,NY,US Winter Design Conditions Summer Design Conditions Outside db 15 OF Outside db 85 OF Inside db 70 OF Inside db 70 OF Design TD 55 OF Design TD 15 OF Daily range L Relative humidity 50 % Moisture difference 41 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 44202 Btuh Structure 30971 Btuh Duds 12812 Btuh Duds 7758 Btuh Central vent(108 dm) 6462 Btuh Central vent(108 dm) 1760 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 63476 Btuh Use manufacturer's data n Rate/sw in multiplier 0.90 Infiltration Equipmengsenslbleload 36400 Btuh Method Blowerdoor Latent Cooling Equipment Load Sizing Shielding/stories 3(Partial)/2 Pressure/ACH/AVF 50 Pa/3.0 11448 cfrn Structure 3551 Btuh Central vent(108 dm) 3021 Btuh Heat"reg cooling Area(ftl) 2921 2921 Equipment latent load 6044 Btuh Volume(fP) 28959 28959 Air changeWhour 0.31 0.16 Equipment Total Load(Sen+Lat) 42444 Btuh Equiv AVF(cfm) 150 77 Req.total capacity at 0.70 SHR 4.3 ton Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent000ling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual airflow 0 dm Actual airflow 0 cfm Airflowfactor 0 cftm/Btuh Airflowfactor 0 dm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrghtsoft !!��+� .m, •. RightSufie®lJniversa1202323.0.01 R 2023-lug-1505:55:37 SU26941 Page 1 �tt.C+FO _ConsultingA2023\110i.>�w� ..Sanc�wMhezHousstSSanchezaup Cs1c=MJ8 FrentWorreces N Pro ect Summary Job: GGM710.23 +wrightsofto ry Date: Aug 15,2023 1st FloorAH B: Green Guru, LLC 12 Arbutus Court,Greenlawn,NY11740 Phone:631-398-6906 Email:FAchael@greenguruarg Web:wwKgreenguru.org Project • • For. Sanchez Residence 515 South Oakwood Road,Mattituck,NY 11952 Notes: Design Information Weather. BrookhavenAP,NY,US Winter Design Conditions Summer Design Conditions Outside db 15 OF Outside db 85 OF Inside db 70 OF Inside db 70 OF Design TD 55 OF Design TD 15 OF Daily range L Relative humidity 50 % Moisture difference 41 grflb Heating Summary Sensible Cooling Equipment Load Sizing Structure 19211 Btuh Structure 15539 Btuh Ducts 5971 Btuh Ducts 2073 Btuh Central vent(52 dm) 3129 Btuh Central vent(52 cfm) 852 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 28311 Btuh Use manufacturers data n Rate/swing multipplier 0.90 Infiltration Equipment sens19leload 16599 Btuh Method Blowerdoor Latent Cooling Equipment Load Sizing Shielding/stories 3(Partial)/2 Pressure/AVF 50 Pa 11448 dm Structure 1304 Btuh tuh Central vent(52 cfm) 1463 Btuh Heatinngg Cooling Outside air Area(ft2) 1608 1608 Equipment latent load 4173 Btuh Volume(fF) 14470 14470 Air changes/hour 026 0.13 Equipment Total Load(Sen+Lat) 20772 Btuh Equiv AVF(dm) 63 32 Req.total capacity at0.770 SHR 2.0 ton Heating Equipment Summary Cooling Equipment Summary Make Peerless Boilers Make Rheem Trade PB Peerless Boilers Trade RHEEM Model WBV-03-W Cond RA1648AJl NA AHRI ref Coil RCFL-HM4821TC AHRI ref 7943347 Efficiency 87.2AFUE Efficiency 13.0 EER,15.5 SEER Heating input 126000 Btuh Sensible cooling 29400 Btuh Heating output 110000 Btuh Latent cooling 12600 Btuh Temperature rise 72 OF Total cooling 42000 Btuh Actual airflow 1400 din Actual airflow 1400 cfm Airflowfactor 0.056 dm/Btuh Airflowfactor 0.079 dmBtuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.82 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrigF�tso7Ft^ 2023-Aug-1505:55:37 �+v „M....�m M RghtS '�uUni..1202323.0.01 RSU26941 Paget ftic.P. ...Consulting1;;;110.SanchezHouse%SanrhoLmp Ca1c=MJ8 FrontDoorfaces:N Project S Job: GGIN110.23 -�- wrightsoft® Summary Date: Aug 15,2023 2nd FloorAH Green Guru, LLC 12 Arbutus Court,Greenlawn,NY11740 Phone:63"98-6906 Email:Mchael@greenguru.org Web:wwwgreenguru.org Project • • For. Sanchez Residence 515 South Oakwood Road,Mattituck,NY 11952 Notes: Design Information Weather. Brookhaven AP,NY,US Winter Design Conditions Summer Design Conditions Outside db 15 OF Outside db 85 OF Inside db 70 OF Inside db 70 OF Design TD 55 OF Design TD 15 OF Daily range L Relative humidity 50 % Moisture difference 41 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 24991 Btuh Structure 15433 Btuh Ducts 6841 Btuh Ducts 5685 Btuh Central vent(56 cfm) 3333 Btuh Central vent(56 cfm) 908 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 35165 Btuh Use manufacturer's data n Rate/swing multiqq��ier 0.90 Infiltration Equipment sensr19leload 19801 Btuh Method Blowerdoor Latent Cooling Equipment Load Sizing Shielding/stories 3(pa rtial)/2 Pressure/AVF 50 Pa T1448 cfm Structure 2247 Btuh Ducts 1087 Btuh Central vent(56 cfm) 1558 Btuh Heat!nngg codinngg Outside air Area(ft2) 1313 1313 Equipment latent load 4892 Btuh Volume(Its) 14489 14489 Air changes/hour 0.36 0.18 Equipment Total Load(Sen+Lat) 24693 Btuh Equiv AVF(cfm) 87 44 Req.total capacity at 0.70 SHR 2.4 ton Heating Equipment Summary Cooling Equipment Summary Make Peerless Boilers Make Rheem Trade PB Peerless Boilers Trade RHEEM Model WBV-03-W Cond RA1636AJl NA AHRI reef Coil RH1T3617STANAA AHRI ref 7942207 Efficiency 87.2AFUE Efficiency 13.0 EER,16 SEER Heating Input 126000 Btuh Sensible cooling 24780 Btuh Heating output 110000 Btuh Latent cooling 10620 Btuh Temperature rise 85 OF Total cooling 35400 Btuh Actual airflow 1180 cfm Actual airflow, 1180 cfm Airflowfactor 0.037 dmBtuh Airflowfactor 0.056 dm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.82 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. - wrghtsoft- M,..,•, RightSufte�lUnlversa1202323.0.01RSU 2023-Pug-1505:55.37 26941 Page ...Consulingt2023iN„.,10b..Sandm, iezkouselSanchezrup Calc=MJ8 FrontDoorfaces:N N ' Basement Ext Crawl 5 Ext Crawl 1 Ext Crawl 2 Ext Crawl 4 FP-F. . Ext Cra 7 5" Ca 10" 12" 2 Stair 7„ 11" SMt 7" Ext Glawlm6 " Job#:GGM110.23 Green Guru,LLC Scale: 1 :81 Perlbrrned lbr: Page 1 Sanchez Residence 12Arbulus Court RightSuite®Universal 2023 515 South Oakwood Road Greenlawn,NY 11740 23.0.01 RSU26941 Mattltuck,NY 11952 Phone:631-398-6906 2023•Aug-15 05:55:50 wvuw.greenguru.org Michael@9r+eenguru•org 3\110.Sanchez House\Sanchez rup N First Floor New Mudroom 149 cfm ®—138 cfm 138 cim B1-CI 116 cfrn Bedroom 4 B1-CI FP 50 cim B4Ba4 bat 138 cfm B4-Bath Est-G Ext Great Room Bath 2 1 st Floor Stair 99 cfm 12k 138 cfrn ba2-C 1400 cfm 138 cfm 149 cfm 149 cfm Kitchen/Uning 149 cfrn Job#:GGM11O.23 Green Guru,LLC Scale: 1 :81 Performed for. Page 2 Sanchez Residence 12Arbutus Court RightSuite@ Univeisal 2023 515 South Oakwood Road Greenlawn,NY 11740 23.0.01 RSU26941 Mattituck,W 11952 Phone:631-398-6906 3\110.023-Auganchez 5 05:S nchez rup www.greenguni.org Michael@greenguru.org N Second Floor 113 cfm FUB1 New-Cl New W cfmathroom 113 cfm Bedroom 1 W.8 xt Chim c L_B,l-a cfm � 113 c 2n FI 8tair B2-CI Ba-cl 101. Bathroom 2nd FI all 1. 92 cfm 124 cfm Bedroo 2 92 cfm 14" 6" Office edroom°3 107 cfm B3-CI 107 cfm Job P.GGM110.23 Green Guru,LLC Scale: 1 :81 Performed for. Page 3 Sanchez Residence 12Arbuhas Court RightSuft@ Universal 2023 515 South Oakwood Road (Yeenlawn,NY 11740 23.0.01 RSU26941 Mattituck NY 11952 Phone:631-398-6906 3�110.023-A Sanchez 5 05: 5:50 zrup wwwgreenguni.org Michael@greenguruag Duct System Summary Job- `��""0'23 -F 1- wrightsoft® Y ry Oats: Aug 15,2023 1st F1oorAH Bjr Green Guru, LLC 12 Arbutus Court,Greenlawn,NY11740 Phone:631-388.69G6 Email:M4chael@greenguru.org Web:m wpcgreenguru org Project Information For. Sanchez Residence 515 South Oakwood Road,Mattituck,NY 11952 Heating Coding Extemal static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.14 in H2O 0.14 in H2O Available static pressure 0.36 in H2O 0.36 in H2O Supply/return available pressure 0289/0.071 in H2O 0289/0.071 in H2O Lowest friction rate 0.092 in/100ft 0.092 in/100ft Actual airflow 1400 drn 1400 drn Total effective length(TEL) 393 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (drn) (dm) FR (in) (in) Matl Ln(ft) Ln(ft) Trunk B4-Bath h 908 50 47 0.166 5.0 Ox 0 ShMt 14.5 160.0 st5 Bath 2 h 1787 99 69 0.147 6.0 Ox 0 ShMt 16.9 180.0 st5 Bedroom C 1460 96 116 0.130 6.0 Ox0 ShMt 21.7 200.0 st5 EAGreatRoom h 2482 138 125 0.092 7.0 Ox0 ShMt 40.6 275.0 SO EA Great Room-A h 2482 138 125 0.099 7.0 Ox0 ShMt 45.5 245.0 SO EMGreatRoom-B h 2482 138 125 0.120 7.0 Ox0 MtFx 31.7 210.0 SO EAGreatRoom-C h 2482 138 125 0.110 7.0 Ox0 ShMt 28.0 235.0 st3 EAGreatRoom-D h 2482 138 125 0.153 7.0 Ox0 ShMt 9.0 180.0 st4 Mchen/Dining C 1871 105 149 0.129 7.0 Ox 0 ShMt 28.5 195.0 St4 Kitchen0nin" c 1871 105 149 0.117 7.0 Ox 0 ShMt 37.3 210.0 st4 Kitchen/Dining-B C 1871 105 149 0.170 7.0 Ox 0 ShMt 252 145.0 st4 New Miudroom h 2675 149 97 0.123 7.0 Ox 0 ShMt 30.1 205.0 sty SupplyDetail Table Trunk Htg Cig Design Veloc Diam H x W Duct Name Type (dm) (dm) FR (fpm) (in) (in) Material Trunk st4 PeakAVF 453 571 0.117 866 11.0 0 x 0 ShtMeti St5 PeakAVF 395 328 0.123 724 10.0 0 x 0 ShtMeti st3 PeakAVF 552 500 0.092 703 12.0 0 x 0 ShtMeti -Fk wriightsoft® 2023-Mg-1505:55:38 , Right-SuffiOUniversal 2023 23.0.01 RSU26941 Page 1 _Consutff q 0231110.SanchezHouselSanrheznrp Caic=MU8 FrontDoorfaces:N Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (din) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk rb1 Ox 0 1400 1400 77.6 0.092 642 20.0 Ox 0 MtFx Wrightsoft® 2023-Aug-1505:65:38 Right•SuftaO Universal 202323.0.01 RSU26941 Page ACM ...Consulting120231110.Sanchez Flause%Sanchezrup Calc=KM FrontDoorfaces:N Duct System S Jd�. GGM110.23 . wrightsoft® y Summary Date: aug 15,2023 2nd FloorAH BF Green Guru, LLC 12 Arbutus Cour%Greenlawn,W1 1740 Phone:631-398-6906 Email:Mchael@greenguru.orgWeb:vAmgreenguru.org Project Information For. Sanchez Residence 515 South Oakwood Road,Mattituck,NY 11952 Heating Coding External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.14 in H2O 0.14 in H2O Available static pressure 0.36 in H2O 0.36 in H2O Supply/return available pressure 0262/0.098 in H2O 0262/0.098 in H2O Lowest friction rate 0.103 in/100ft 0.103 in/100ft Actual airflow 1180 dm 1180 dIn Total effective length(TEL) 351 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cim) (cfm) FR (in) (in) Mat Ln(ft) Ln(ft) Trunk B1 Bathroom h 5024 186 141 0.111 8.0 Ox 0 M1Fx 31.5 205.0 s12 Bathroom h 3344 124 118 0.123 7.0 Ox 0 MtFx 22.4 190.0 st2 Bedroom 1 c 2024 101 113 0.130 7.0 Ox 0 MtFx 11.3 190.0 St1 Bedroom 1-A c 2024 101 113 0.103 7.0 Ox 0 MtFx 40.3 215.0 stl Bedroom 1-B c 2024 101 113 0.106 7.0 Ox 0 MtFx 26.6 220.0 stl Bedroom2 c 1648 88 92 0.127 6.0 Ox0 MtFx 16.8 190.0 st2 Bedroom2-A o 1648 88 92 0.117 6.0 Ox0 MtFx 18.2 205.0 st2 Bedroom 3 h 2885 107 99 0.127 6.0 Ox 0 MtFx 15.5 190.0 st2 Bedroom3-A h 2885 107 99 0.154 6.0 Ox0 MtFx 20.0 150.0 s12 New WIC h 598 22 15 0.111 4.0 Ox0 MtFx 252 210.0 stl office c 3316 154 1 185 1 0.116 9.0 Ox 0 VIFx 20.4 1 205.0 st2 SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (dm) (dm) FR (ipm) (in) (in) Material Trunk st2 PeakAVF 855 826 0.111 799 14D 0 x 0 ShtMeti st1 PeakAVF 325 354 0.103 649 10.0 0 x 0 ShtMeti -F- wrightso ® 2023-Aug-15 05.55:38 �� ft, Right-Suite®Universal 202323.0.01 RSU26941 Page Consulting120231110.Sanchez HousaWanchezrup Calc=Mt18 FrontDoorfsoes:N Return Branch Detail Table Grille Htg Gg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) Orn) Pm) (ft) FIR (ipm) (in) (in) Opening(in) Mal Trunk rb2 Ox 0 1180 1180 95.8 0.103 668 18.0 Ox 0 MtFx 20234mg-15 05:55:38 �. '�� WrlghtSOft® Pight-Surba@UnWmal202323.0.01 FtSU26941 Page 1 pMrt.4.l9uks�..WlMwey Cnmprry ...ConsuldngV20231110.Sanchez House%SSanchezrup CsIc=MJ8 Fronttborfacex N AMP Architecture Address:10200 Main Road,Unit 3A,Mattituck NY 11952 Phone:(516)214-0160 Design + Build July 20th,2023 JUL 2 1 2023 BUILDING DEFT. RE: Mary & Ron Sanchez Toll- 515 S Oakwood Dr Southold NY 11952 To Whom It May Concern, I conducted a site visit at 515 S Oakwood Dr in Southold to inspect the 1st and 211 foundation. Based on my inspection the 1st and 2nd foundation was completed perthe architectural plans and NYS Building Code. Please feel free to contact my office if you have any questions. Sincerely. Anthony Portillo, RA, LEED AP v ;R yy e Page 1 of 1 i FIELD INSPECTION REPORT DATE COMMENTS i ►o FOUNDATION (1ST) ------------------------------------- FOUNDATION (2ND) W CGI�I'1 �I�L� fL`�• y ROUGH FRAMING& PLUMBING y OO i ss -- t 0 v�-- L r t� INSULATION PER N.Y. STATE ENERGY CODE S �S nA FINAL ADDITIONAL COMMENTS I 0 21 22 - Paid ZSD a k�G-¢-r� L re loll fo s _ - �- O 0 z x r� E� d b y r 10 r IA r PAM n MIN STATE ENE-ROY • I \1 nm kq- MMMWW� 1 • b i !t � a�v I�is r — -- • 1 � i r 1 / i r ■. ��o��e,�fFOLKCouy��} TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax(631) 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only D . 01 PERMIT NO. Building Inspector: MpQ �I '� fin» Applications and forms must be filled out in their entirety. Incomplete BUILDING DEPT. TOWN OF SOUTHOLD applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date:3/3/22 OWNER(S)OF PROPERTY: Name:Ronald Sanchez SCTM #1000-145-03- . Project Address:515 South Oakwood Road, Mattituck NY 11952 Phone#:917-855-9578 Email:ronaldrsanchez@aol.c_om Mailing Address:515 South Oakwood Road, Mattituck NY 11952 CONTACT PERSON: Name:AMP Architecture - Jess Magee Mailing Address:1075 Franklinville Rd Laurel NY 11948 Phone#:516-214-0160 Email:jmagee@amparchitect.com DESIGN PROFESSIONAL INFORMATION: Name:AMP Architecture - Anthony Portillo „ Mailing Address: 1075 Franklinville Rd Laurel NY 11948 Phone#:516-214-0160 Email:aportillo@amparchitect.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ®Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: [--]other $ Will the lot be re-graded? ❑Yes BNo Will excess fill be removed from premises? ❑Yes RNo 1 M TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT TOWN HALL Do you have or need the following,before applying? SOUTHO.L11,NY 11971 Board of Health TEL: (631) 765-1802 4 sets of Building Plans FAX: (631) 765-9502 Planning Board approval SoutholdTown.NorthFork.net PERMIT NO. Survey Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Examined 20 Flood Permit Single&Separate C Approved 20 Contact: Storm-Water Assessment Form Disapproved a/c Mail to: �"ation 1 n Phone:_ �II — i AUG 26 2015 1 2, 1/ ns e APPLICATION FOR BUILDING PERMIT � ,• ' . _ ' , INSTRUCTIONS Date 20 a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale. Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,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 peen 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 Aad,,reg, lations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signattor name,if a c poration) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder OW 0 FP-.. Name of owner of premises MAP1-i ,Qni tD FLpr l GAI k L4C-e (As on the If applicant is a corporation, signature of duly authorized off cerax roll or latest deed) (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: G 1ti %C LYZ'J-t Cam V,)Wj_-> House Number Street Hamlet County Tax Map No. 1000 Section 145 Block 3 Lot � , � , t� 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 P\E5tDEd�1 t b. Intended use and occupancy 3. Nature of work(check which applicable): New Building Addition Alteration 1/ Repair Removal Demolition Other Work 4. Estimated Cost (Description) Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units + I Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existintructures, if any: Front [5. 9A •15 t+ a g s Height 2(pJ1 Number of Stories 2 Rear d(,. - Depth 33et ��- Dimensions of same structure with alterations or additions: Front Depth Rear P Height Number of Stories 8. Dimensions of entire new construction: Front Rear Height Number of Stories Depth 9. Size of lot: Front 150 Rear i I Depth_ I(a3I. 10. Date of Purchase Name of Former Owner. 661q~; &.0 L)Lt_t'.;1Q, 11. Zone or use district in which premises are situated t-140 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 , KA" A 1J a V QfJ 18`�PRU�Ln�� 14. Names of Owner of premises S4�c_�9C?_ Address�151 �:i ty�f ((:Pl Phone No. ��il(o� ,I'>—Name of of Architect/ NULDs Nl>ar.)T (� AddressZ �� i tir'I� A �„�phone No_�S[c-� �)�d—�ci Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) MAR`fA0 12-01'4 S 't4C2— being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the 0,VV Ces (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 057— 20 15 i DORYS N.RENDON otary Public , e of New Y No.01 RE6304008 Signatur fApplicant In Co�RNrNon E�irN 10 ��o�gUfFO(��oGy TOWN OF SOUTHOLD—BUILDING DEPARTMENT i Town Hall Annex 54375 Main Road P. O. Box 1179 $outhold,NY 11971-0959 Telephone(631) 765-1802 Fax(631) 765-9502 ems://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT DISAPPROVALFor Office Use Only ._, � h�( ;j PERMIT NO. Building Inspector: MAY 1 1 2021 Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed., Date:May 11, 2021 OWNER(S)OF PROPERTY: , Name:Ronald Sanchez - --- — SCTM#1000 - _ y -_ - �q5- Project Address:515 South Oakwood Road, Mattituck NY 11952 Phone#:917-855-9578 rEmail:ronaldrsa-nchez@aol.-com-- Mailing Address:515 South Oakwood Road, Mattituck NY 11952 CONTACT PERSON: Name:AMP Architecture - Jess Magee _ Mailing Address: 1075 Franklinville Rd Laurel NY 11948 Phone#:516-214-0160 _ I .Email:jmag_pe@_pmparchitect.com DESIGN PROFESSIONAL INFORMATION: Name:AMP Architectures-Anthony Portillo Mailing Address:1075 Franklinville Rd Laurel NY 11948 Phone#:516-214-0160 Email:_aportilloaamparchitect.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ®Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes BNo Will excess fill be removed from premises? ❑Yes ®No 1 PROPERTY INFORMATION Existing use of property:Single Family Residence Mended use of property:Single F811lI1y R2SIdeI1Ce Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes 8No IF YES, PROVIDE A COPY. R-40 Non-Conforming ®'Ct�eCI .Bc�xAft r I �:�tn Tlieowne�%ontractor/designprofeuionaluresponsiblefocelldrainagearidstormwateri,ss4gsaspipm_ d6y,, Chapter 236 of the.Town Code.APPL1fAT10N i5 HEREBY MADE.to the Building Department forthe issuance of a Building Permit pursuantto the.8ut<dingZones, Ordinance of the Town ofSouthold Suffolk,County,New York ano other applicable Laws,.Oroinances or.Regulations,for the construction of buildings, _ . ,,additions,alterations or for ieinoval or demoLbon as herein described The applicant agrees to,comply with all applicable laws,ordinances,building code, housing cods and regulations and to admit autharized inspectors on premises and in buildings)for necessary inspection False statements made hereni are punishable as a Gass A misdemeanor-pursuant to Section 2id.45 of tfie NeW York State Penal Law Application Submitted By(print ame):AM P Architecture BAuthorized Agent ❑Owner Signature of Applicant: Date: f ( J I STATE OF NEW YORK) SS: COUNTYOF 6 Aff0 ) wQ f\(C - Ct—fe, 1v gw%eing duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above name , (S)he is the ftcnt (Contractor,Agent, Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file there BARBARA H.TANDY Sworn before me this Notary Public,State Of New York No. 01 TA6088001 Qualified In Suffolk County 3 _day of 20 �,m;sstlan c�g ()4 ; Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I Ronald Sanchez residing at 515 South Oakwood Road Laurel do hereby authorize AMP Architecture to apply on my be f to a Town f Sou old Building Department for approval as describ d herein. Owner's Signa Date K-120&/CL(� /S�k"-D Print Owner's Name 2 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: June 1, 2021 TO: AMP Architecture (Sanchez) 1075 Franklinville Road Laurel,NY 11948 Please take notice that your application dated May 11, 2021: For permit to: Construct second floor additions and deck to existing single family dwelling, new accessory hot tub and accessory garage addition at: Location of property: 515 South Oakwood Road, Laurel,NY County Tax Map No. 1000—Section 145 Block 3 Lot 9_1 Is returned herewith and disapproved on the following grounds: The proposed second floor and deck construction to existing single family dwelling, on this nonconforming 21,190 sq. ft. parcel in the Residential R-40, is not permitted pursuant to Article XXIII Section 280-124 which states: "lots measuring between 20,000 to 39,999 square feet in total size require a minimum rear yard setback of 50 feet". The proposed second floor addition shows a rear yard setback of 17'-1". In addition,the proposed additions to the existing accessory garage are not permitted pursuant to Article III Section 280-15,which states: "Accessory buildings and structures or other accessory uses shall be located in the required rear yard". The existing_garage is located in the side yard, and is further nonconforming to Subsection B which states: "accessory buildings located on lots measuring 20,000 to 39,999 square feet in total size require a minimum setback of 15 feet with a maximum height of 20 feet"; additionally, Subsection D states "dormers are permitted on accessory buildings up to 80% of roof width". The garage, located at 3.4" from the property line,has a proposed building height of 20 feet and dormers exceeding 80% of the roof width on both sides. Lastly,the accessory hot tub construction is not permitted pursuant to Article III Section 280-15, which states: "Accessory buildings and structures or other accessory uses shall be located in the required rear yard". The proposed hot tub is located in the side yard. Authorized Signature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file, Z.B.A. FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: June 1, 2021 AMENDED: July 20, 2021 TO: AMP Architecture (Sanchez) 1075 Franklinville Road Laurel,NY 11948 Please take notice that your application dated May 11, 2021: For permit to: Construct second floor additions and deck'to existing single family dwelling,new accessory hot tub and accessory garage addition at: Location of property: 515 South Oakwood Road, Laurel,NY County Tax Map No. 1000—Section 145 Block 3 Lot 9.1 Is returned herewith and disapproved on the following grounds: The proposed second floor and deck construction to existing single family dwelling, on this nonconforming 21,190 sq. ft. parcel in the Residential R-40, is not permitted pursuant to Article XXIII Section 280-124 which states:"'lots measuring between 20,000 to 39,999 square feet in total size require a minimum rear yard setback of 50 feet". The proposed second floor addition shows a rear yard setback of 17'-1". In.addition, the proposed additions to the existing accessory garage are not permitted pursuant to Article III Section 280-122 (A), which states: "Nothing in this article shall be deemed to prevent the alteration or enlargement of a nonconforming building containing a conforming use, provided that such action does not create any new nonconformance or increase the degree of nonconformance with regard to the regulations pertaining to such buildings." Lastly, the accessory hot tub construction is not permitted pursuant to Article III Section 280-15, which states: "Accessory buildings and structures or other accessory uses shall be located in the required rear yard". The proposed hot tub is located in the side yard. Authorized Signature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file, Z.B.A. BOARD MEMBERS , Southold Town Hall Leslie Kanes Weisman,Chairperson � . �,'�� Sol� 53095 Main Road•P.O.Box 1179 !.. Southold,NY 11971-0959 Patricia Acampora 'Office Location: Eric Dantes co, � ' Town Annex/First Floor, Robert Lehnert,Jr. q 54375 Main Road(at Youngs Avenue) Nicholas Planamento ®U Southold.NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631)765-9064 November 18,2021 Jessica Magee AMP Architecture, PLLC 1075 Franklinville Road Laurel,NY 11948 Re: De Minimus Request,File#7534 Sanchez,515 South Oakwood Road, Laurel,NY SCTM No. 1000-145-3-9.1 Dear Ms. Magee; We are in receipt of your correspondence dated November 17, 2021 requesting a de minimus approval for proposed additions and alterations to a single-family dwelling,and a modified placement of an approve hot tub in a side yard at 12.6 feet from the top of the bluff. In your letter,you explain that the applicant now proposes to locate the hot tub at 15 feet from the edge of the bluff based on comments they received from the Board of Trustees,and to extend a proposed approved covered porch at the west elevation to the left edge of the existing house. I reviewed your letter,the revised site plan, and the Zoning Board of Appeals determination dated September 16, 2021, and have determined that your request for the relocation of the hot tub does not require a de minimus approval since the Board previously granted your client approval to place the structure"in other than the permitted rear yard," (a side yard)and the current proposal is still in the same side yard but with a greater and more confirming bluff setback as required by the Trustees I have determined that the request to extend the covered porch at the west elevation of the single-family dwelling to be de minimus in nature,since the Board previously granted the applicant relief for a non-conforming 17 feet, 1 inch setback from the rear yard property line, and the proposed porch extension will maintain the same setback. Furthermore,the amended site plan will uphold the intent of the ZBA decision. Please be advised that the conditions set forth in Appeal No. 7534 will still apply. Please submit to our office an additional signed and stamped site plan,floor plans,and elevation plans depicting the aforementioned changes,and contact our office if you have any further questions or concerns. I will instruct the office to send a copy of this letter and your request to the Building Department. Si" rely, eslie Kanes Weisman ZBA Chairperson/Department Head cc:Michael Verity,Building Department BOARD MEMBERS fjF soy Southold Town Hall :Leslie Kanes Weisman,Chairperson h0�� ry�l0 53095 Main Road •P.O.Box 1179 Southold,NY 1 1 97 1-0959 Patricia Acampora Office Location: Eric Dantes U, _-INC Town Annex/First Floor, Robert Lehnert,Jr." • � 54375 Main Road(at Youngs Avenue) Nicholas Planamento '00u �w Southold,NY 11971 http://southoldtownny.gov RECEIVE% ZONING BOARD OF APPEALS, TOWN OF SOUTHOLD SEP 2 0 2021 Tel.(631)765-1809•Fax(631)765-9064 a "South 'oUi Old Tov rh FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF SEPTEMBER•16- 2021:. - ZBA FILE: 7534 NAME OF APPLICANT: Ronald&Mary Sanchez PROPERTY LOCATION: 5'15 South Oakwood Road,Laurel SCT1VINo. 1000-145-3-9.1 SEQRA DETEi2: INATION`".:'I�lie Zoziirig,Board of Appeals.has visited the property.under'consideration in this a licaton''and:'determines`that t isA`revXev `falls"under the Type II category of the-Slate's,List of Actions;witiouf` ' Pp further step`s`under SBQRA:' s, SUFFOLK.COUNTY ADMINISTRATIVE CODE: This application was referred as required.under the Suffolk re Coun 'Atlirimistrative`Code Seetioi s A 1'4=14£to 23,:and the Suffolk County Department ofPlannirig issued its eply dated=,7uly 12;"ZO. 1}stafittg ilia this application'is conside"red a matter for local determination as ere appears to lie''' no'significant'county-wide'or offer=coiririuni ` im act. tS' 1?. LWRP DETERMINATION:" 'This appIicatiori was referred for review undar`Cliia'p er�268,;Waterfront Consistency review``of`tlie`Toiwii'of`Southold""Town'Code and the L`ocal'Waterfront'Revi`alzaton Pro'grarii (LWRP)`Policy`` Standards. The LWRP Coordinator issued a recommendation dated'`Augusf-6,`'2021:Ba$6d L Pon tYie infoririatiori ' provided on the LWRP Consistency Assessment Form, as well as the records,available,it-is recommended that,1) . the se"'on floor`addition`n r'elatzon"to setbacks is EXEMPT from L RP Revi6W;2}the deck;and additions-to te accessory`fluildng are'recoirimended'as`OONSISTENT with the LWRP;tiut the location'ofthe hoYtuli 1 O feet from' the°top`of the l`aiik:is"re'corimended as 11VCONSISTENT with'the LWRP. However;'any potential damage or loss due to- o storms or erosion can°be'easily mitigated to.make it CONSISTENT with'bi' I WRT? since ttie'hof Yiib is`a' self-contained movable unit;aril not a permanent structure. PROPERTY 'ACTS/DESCRIPTION: The subjectproperty'is a nonconforming 21,18~8'sq.A..-parcel located in`'an R-4026ning`Distiict' the pf6perty has 130:00 feet of frontage on Great Peconic'Bay;then runs north for 163.00 feet'along Sout�i Oakwood"Ave; then turns;east for 130.00 feet before returning:;1163.00 feet back to Great Peconic Bay. Tl e''property is.improved with a two-story frame house with attached wood deck. There is a two=story frame garage existing at the north enci'of the property and wooden decking with stairs leading to the Peconic Bay to the" south,alI shown.on a survey prepared by Nathan Taft Corwin,III,L.S.,dated November 10,2014. BASIS OF'APPLICATTON: Request for Variances from Article III, Section 15;Article III, Section 122A,Article XXIII, Section 280-124; and the Building Inspector's June 1, 2021,Amended July 20;:2021 Notice of Disapproval based.on:ari applicatioii•for a permit to construct"second floor additions to the single family dwelling.,additions to an existing accessory garage and installation of a hot tub;at; 1)Single family dwelling located less than the code required fee minimum rear yard setback of 50 t; 2) Not permitted alteration or enlargement of a nonconforming Accessory Page 2,September 16,2021 #7534,Sanchez SCTM No. 1000-145-3-9.1 Garage containing a conforming use resulting in .increasing a new nonconformance or increasing the degree of nonconformance; 3) Accessory hot tub located in other than the code permitted rear yard; located at: 515 South Oakwood Road,Laurel,NY. SCTM No. 1000-145-3-9.1 RELIEF REQUESTED: The applicant requests variances for a second-floor addition to a single-family dwelling having a proposed rear yard setback of 17 feet, 1 inch, where a minimum rear yard setback of 50 ft is required, alterations to the accessory garage where the proposed additions create anew non-conformance where no new non- conformance is allowed,and to install an accessory hot tub in the side yard where a only rear yard placement is permitted. AMENDED APPLICATION: Asper testimony of the applicant's agent,the applicant will remove the request for relief relating to_the accessory structure and make it part of a future application for an accessory apartment in conformance with the Town Code. ADDITIONAL INFORMATION: The agent.,stated thatthe:proposed hot tub: snot a permanent,but a self-contained unit that is removable. He also indicated that the property is fully bulkheaded. FINDINGS OF FACT/REASONS YOR BOARD.ACTION: The Zoning Board of Appeals held a public hearing on this,application on September 2,.2021,at which.time written,. and oral.evidence were presented.,Based upon ahaestimony,documentation,personal inspe-etign of tl e,property ' and surrounding neighborhood,and other,evidence,the Zoningfi Board nds the following facts.to be true relevant and makes the following findings: 1. .Tow"awr&267-b(3)(b)(1). Grant of the variances-wi1T_notipr-oduce an ndesir bie change m the character off` —� the..neighborl ood or&.detriment,to.,near by properties. `Tlie.natiire of the,p%oposed'add tionsto the�=residence,,arp, maintaining'the existing setbacks. The proposed`construction xs;just an extension of fhe hei li of the`second floor; ; ., . thereby not impacting the character of the neighborhood. The proposedlint tub is a-self-contained°:unit,and'therefore'`- not.a.permanent structure which,!will-mitigate any,,potential damage,or loss due to,storms.,or.:-eKosion..;Dud to the location f the_h9u e,_and the_desiguat. sine y#A.being.he acl ial rear yard,the hot.tub. voixlti alsa'iiot pause any F� . . undesirable change.to.the:character of the neighborhood. 2., Town Law=1i267-b(3)(b)(2). The benefit sought by the;applicant cannot be,achieved by some metho'd,`feasible . for.the:a licant to ursue,other than an area variance. The existin residence current! has cei Eficates of occu anc pP. . , . P.; g. . .: .. P. Y�.... and the.proposed addition is only an extension of the.height of the second'floor which by:iieing,less than the reqpire,: 50.feet from.the designated side yard would require..variance.relie`f.:The_hot,tub, s':piopo'se 'M.the' designated side Y; yard,which in actuality is the rear yard and therefore again,would require variance relief 3. .Town..Law.V67.-.b(3)(b)(3),, The variances grapted herein are mathematically.substantial.,;The..proposed,second_.,, addi#ions t�e..single-fanmiIy dwelling represent a-66%o`ieIief 'iom the cofde iowever,, e proposed adds ions- ------- are merely an extension of.the existing second floor:and will:not;cIiarige the setbacks of fhe;current fiouse v✓ifh`s existing certificates of occupancy The proposed hot tub represents a 100%relief from.ihe code However,`tlie hot`-; tub is not a.permanent structure,which will mitigate.any impacts;iom':stormsor flooding. 4. Town Law W7-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the .physical or environmental conditions in .the neighborhood. The. applicant must comply with Chapter 236 of the Town's Storm Water Management.Code., _ 5. Town Law &267-b(3)(b)(5). .The,difficulty has been self-created. The,applicant purchased the parcel after the ' Zoning Code was.in effect and it is presumed that the applicant had actual or constructive knowledge of the - limitations on the use of the parcel under the Zoning Code in effect prior to or at the time'of purchase. j Page 3,September 16,2021 #7534,Sanchez t SCTM No. 1000-145-3-9.1 6. Town Law �267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a second-floor addition, and an accessory hot tub while preserving and protecting the character of the neighborhood an&the health,safety and welfare-,of the community. RESOLUTION OF TBE BOARD:In considering all of the above.faetors and applying the balancing test under New- York Town Law 267-13,motion was offered by Member Weisman(Chairperson),seconded by Member Dantes,and. duly carried,to GRANT the variance for the second-floor addition as applied for, and shown on the site plan&architectural plans prepared by Anthony Portillo,Architect,and dated July 26,2021: i GRANT the variance for the,�accessory hot tub as,.applied for,.and shown on the site`plan & architectural plans prepared by Anthony Poiill'' Architect and dated July 26 2021. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The applicant shall submit amended tans;fo" tfie`a' ` "'� - i pp p^ ppi�oedhottubloataori;and approved additions and alterations to the subject dwellin ,and tEmoveal e thaw ri"`'s fofthe':i`p'pr' sed additions and alterations,to the "as built"'accesso garage on the sub'ecf ro'er which iaftbn�wi� "°drawn ifr(,the,q ,cation. An deviatio om the surve site lan.and/or arcltiett``;al dray sjccrf�e.d in.,this�decisi Y`n wrll„„-resu t iri"del s =' t '.4`tXv:J f3`' '�+<i,SF.Yti k, <1.. ,e..�..hi, - . � ! and/or a possible'denial b." the Building De artment ofalZuilln`r' et m t,;arrd>'r a e::= ra rie?aa`:£lidalion::and A eats. S -: ;<:_ ;r:,:•;: ,.,.r: -,:a', public hearing.=before the Zoning Board of PP 'Frk ":;< �;a.,;,=.. , ;, P , ' ' �j�..t,=i'r i C.. } .z P!' __ y✓•yyy��}?eYy.Y.c.','.r�(;� �.. X'>>4?'hf t".l•�;s{'� - �:. r.�F .. r..'tir�:Fsi •:1``z .l..^5..•,:`:.'..,-:.'. - - -•-'�;,.. ,.., �•,r a w7,..,,:...-r:• ;,H:.,,;. An deviation from the variance.s'< anted'herein 's shown'on the:tarcit',eturdl>dtay ri s;xsite_n .lan;and/or surv'Y cited above,such as klteratiotrs, extensions, or demolitions, are.no(autliorized z�i der l is trpplicat3onawhetz involving Fi 3. t } nonconformities under the zoning code. This acdoti.does not uutharize or condone 0jy current or future use,setback or other feature of the:subject property that may'volate the Zoning Code, other than such uses; setbacks and other features as are expressly addressed in this action. 1In the event that this is ari approval subject to conditions, the . approval shall`not be:deemed effective until such time that'the foregoin-g',condrtions are met; and failure to comply therewith will render this approval null and void. ; The Board reserves the right to substitute a similar design.that.s.,de minimfs-in nature for an alteration that does not increase the degree of nonconformity. ,.. ._ ; Pursuant to Chapter 28,0-146(B)of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been`procured,and/or-a subdivision map has not been filed with the Suffolk County Clerk,within three(3)years from the date such variance was granted. The Board of Appeals may,upon written;request prior to the date of expiration, grant an extension not to exceed three(3)consecutive one(1)year,terms. Vote of the Board- Ayes:Members Weisman (Chairperson),,Dante, and nanamento (Members AcqT09ra and Lehnert. ere Absent)-. This Resolution was duly adopted (3-.0). 4 9eslie K _es Weisman Chairperson Approved for filing 9 / /M021 I i SITE PLAN HATCH Ke1'r SITE UYOUT NOTES, ! ® PROPOs®@JILDINO ADDITION I.THIS 19 AN ARCHITEGrS SITE PUN t IS a eue.=T TO VERIFICATION BY A LICENSED B g 2 I' SURVEYOR. TEE INFORMATION 5 @ ® PROPOSES 3M7 STORY ALTERATION PHOTO all ei§ ;7rr REV. REV. RECHIT&NrEO ON THIS OF NO PLAN.EV<S IS TO THE 530•00100'B .. �, .-� ARGNITECT5 BEST OF KNOW.ED6E. 9 S SS .SURVEY INFORMATION WAS OBTAINED Q € € I 1 I' `CNtIR'MOST.3ND T FROH A SURVEY DATED NOVEMBER.10, 49 '1. c a RaoF To P OTo a4 I 20I4 AY0 PREPARED BY. 'p e g I I� g 2 9 4 y rY 4 NATHAN TAFT CORLQIN III g i O _SETBACK '-~ SSS I ISD6 MAIN ROAD d �� ON 4'GONG.IAB q$ bC O O ;D O O O ` -`'PORT KY.1127 @1O e TFlI�IfOP@, 631)T71 7090 B I .• I I ry 6ARAOE 19�N0T �. I PAR, :PHOTOa7 4r F DIS1 9T.6�fl PROFAS 8� REV: EQ (lN�l// T. Fary om FA 9i��eG$ EXIST. PATH tl Y 6 TSHOWER VOCKINS AND aT RAILLig Iq .FPROTO,te, DHrivr�� PH To alO - Filter aiq: ._ 'e aECOtm FLOOR -§ ..•- E•GST.I STORY I �E7a6T. _ I� ."- OLiE37.INe I I MIODIFIFD FeRVIcta,DRIVEWAY I ••• - - ••PEAR YARD aLTBAOK 022- P- HODIF®'OM1VIO_IY / f TO 1 ... WNxWAY. •. % I E �py� EXIST. �WOOD? I�. I � Af. PV NEW TRmus g� �p�/• Q�,q� ED I. I.. oveaeoHei I 'SEE'® CISION#Z:0 - ' 1 era / I n I I I ��e• _ imitt ®ATE I 11 1 POLE 11yp�g� .. Q "I�I. :_�' IN KR�r�✓EYL' I 1 IMK . .. I sa FROHr YARD;SE9&1GK�:I '.NB{• ir in -�N o � — I •- I I 'P� rJ j z _ I ILu in 5� ;w = � it "'• I "— N� I' I4 4I �7�•, 0 - PHOT.O;a9 ' - .. f .I / R f HOTO a5 I g •` ` Iu I I .. -PHOTO q2 - -•- - 8 /Oa Jr •r'1 PHOTO•al - _ E. - - PHOTO a6 I I65O' , I., SOUTH 0AKH.00 D ROAD PROP05ED SITE PLAN 03740.2., ,per SCALE,110•=IB'-o• TF 0 p •=v� m�/ yl, . I � I I GENERAL SYMBOL KEY: � ��:�K�'�� '?%� �`.y. ''i`^.t$;.• �^�.Tia_• PRO;IEGT/ZONINFDATA?Sci�'•`." -Sf-:• �� o°znrrs ra 1m+iux 1m�ranmrauH HHL DESCRIPTION(FOOTPRINT) AREA %LOT TAX MAP• 1000-145-09-9.1 rnoc rnirx 5 9 3# ZONM6 019TRIGT R-40 NON-CONFORMING tl TOTAL LOT AREA 21,18DA g.F. 12 12 k $tl 3 gs LOT AREA 0.5 ACRES 9 r H F_ASTIN6 2 STORY DWELLING- 1,640,0 SP. 'LT% Q 7 E g 5 GalO-ONE FAMILY DWELLING Z10726+OCTOBER 15,1991 9 $ 5 v EXISTING WOOD DECK©TOP OF 9 jtEf,IUIRED:SETB.4G 5'=1F1,41N 6UILDJNG.j',s:�• `�'.;'1''.•�,�,,;,.�r'r.-:'^'?y,,j•T•» 109.0 S.F. O5% g� ?�yg� -, i -,. ._ ,.•.,f:�::'. .T• BAKK C?O-ACGE590RT'GARAGE WJ 5• aw 1 '- EXISTING DETACHED GARASE 540A 5.F. 25% UUPSTAIRS NFIM��DOPJ M:t ROOM ZIO726t OCTOBER 15,Mal ` 9 e REQUIRED EAST. PROPOSED COMPLIES y3 a PROPOSED COVERED DECKS•: IpI510 S.F. 4.9% C.?O-ADDITION5 TO 51NGLE g$o gg9g Y g$s ' 42.1- ... TES PROPOSED HOT TUB so.o_sP_.. 0.2% -- -APPROVAL 3S U.SVARIANOZ APPROVAL � SIDE YARD 15A 83.9 ,. - - ." .' _ _ tls A3 gi FRONT YARD 40.0' 46.1 TOTAL AREA OF ALL STRUG7URE5' g9S0.0 9P. 199% '8 FAMILY DMLLIN6 + OI , .:29.4'� .:.',�„YES.:.' - - BOTH SIDE YARDS 55.0' 1295'" 129.9' .YTS... ... .•• ._. _ ,. ee �' `PEMA FLooD ZONE PENDING,X g�7 yyJJ -MAXIMUM LOT GOVEizA6E ALLOWED- _ ....: _. - - - - - '.. _ PERMIT I ._.. -. ... _..-..��_::ri _ .WETLANDS DI57RIGT REAR YARD 50.0' 10.9' 16.9' NO` - i .._ - _ '- -" '' DEG DISTRICT SD ON C .. _ ...:. '..-.,•::::...tPROVIDED LETTCfi ti 'NO PROPOSED WORK OUTSIDE OF EXISTING 14ON-WXFORMITY POOTPRINT N:tic�+ :: HAB FIRa1TFLOOR AREA' 1,640 SNP 104o 55PED FLOOR AREA 1�240 9P I$50 Sr. ...I I:.: : ^r:a:_:".;•�>_..vt Ii �f.- a:i Ci 11"�S. `;i i-„"`... _707AL BEDROOM COUNT I: 4 . :ill. :,-+_-=•.;,s:-:i;?�e' i�;.1,4..r..?is=�$.f�ilc _�I "T,y `:`...:.i,( ni�•�:�%Y-- ^�. '11L(;5.,f:,.:.1:.'.S-i'>..:o:i:':_.,_..r._...,........... _... O'-3' - - - - --- _ '_-_� :`'E f E.••Y �:"'�.:X�-a.:� {?3 t�;.{ PRok Nares. "yl;i t;��'��--- -_t,'-.� —•::.�,�.rr _ _ ^9,..,.y� .�...,..�,,.. PROPOSUI6�T0 RETtOVE ASPHALT ROOFING OVER EXISTING '-o FIRST FLOOR ROOF AND REPLACE NTH I'E:TAL.ROOFINS COMPLETE WX ROOF CONSTRUCTION OVER SECOND FLOOR -_ - _ 3 yV;:= - �1EW'•DN,<$' _3.�;: ';: 1'i y:..::.,H.Y\ ALL NEW SIDING THROUGHOUT OVTDOpR`:kl'YGHEN ,«yEXfgY. I _...... [ pqA MA ry EX15T.LIVING _,.�-'-+DECK-:...a -� T 9�1�"'S,6s 6�60'9P ROOM REPLAGED IN KIND I c EXIST.DININ6 ROOM !¢yT RGOF.GOVETiI SEE DECISION # �S3 .H : NEW LAUNDRY ' - LINE OF EXISTING D — �..:, _ ROOM/EXISTING:_. CK t�.°T D�� ) FOOTPRINT (� N .O.I1 M .• EXIST.EKITGHEN f' DECK `'• ,• -ry~ W 00 ei Z 0 a z 'P16E2LA.GE,._ ®® 0 k El ®® Lu edit'. �1:.. y LL y c EXIST.BEDROOM _ - 0.nC O O 22'-B}'2-�T O O !` e �? � _ EXIST.COVERED eII� �•I.: � i �J �O `��,F ^ ,l f i a NEW DN. ❑ PORCH• Glo PROPOSED FIRST FLOG :-- -` -R PL'•AN -� ,x,:i';i t i i)[.::._Y:�« C._� ....._.. - NTy 037r?OT� I b40 5.F.HABITABLE 5FACEI 2A25:5.F.&R055 AREA i - - �� ® s ...,,IIlllloi,l,lllli I III IIIII�___l I IIIII�I,,,o�llu�,!_�IIIIIIIIIIIIIIIII s-f IIIIIIIIIIIII � _�_ °01�I�I�IOI�I�I�I�I�I�I�ImIi�A� Illlliiiiii'llllh= '� u0uuunum II'11II Ilp�m� ..� IIIIIIIIIII I I li I I �, i II�IIIII IIII�IIII -•w�j_= MEN', :,��ool�lllll —.II Ill Illllli III IIIIIII Illlli,ll,lllill IIIII III 11111111111111119�I,IIIIII��IIu��.11 II��I�_-11 •'I� MEN � t� .��Is lillll lll = - -- I 555 BF. 555ggs� HIM 8 i~ NORTH ELEVAfION`(IE�T51DE)'"M — ;,'- t-INALe MAP _ '�EVIEWE® BY ZBA FEE DECISION # S3 N Z a m 0 Z G O U — — <z EAST ELEVATION(REAR) t: _:t i N s`-,— ° ��//�•� OF�I { GENERAL 5YM80L KEY: f � ` ��eneTme ro�ww Xa lawAnal waa .a 2 24'-3 �______—___�__9__________ �o g m row mva _ 4 ourvoog A,ccESsoyxT_sriiucty�;�auiReii�ri-Ts�v:�;.,,,:�;':;; :�:�'n- 3'f;:`?;:�°:��•::.•••=�` � �� I � �F DETAONED GARAGE EAST.• PROPOSED GOF>PLIES - REV. m i EXIST. j MAXIMUM fENT IS'16 19' 120' NO I DN. °dL€ MINIMUM SIDE YARD 10.01 9.4' 19,4' NO -�� of MODIFIED 5TORAQE g�tlg 8€§3 y� MAX.SMARe FOOTAGE 1200 5F. 540.0 SF. 5460 S.P. YES EXIST.2 GAR 0ARAV! n N C i Mop $4p PROJEOT NOTES, 00MPLETE NDN ROOF OVER SECMV FLOOR SPACE! .. _ Y Hill ALL NEN 51DIN&TVVZOU&HCVr - _ _ - '_I - j - o ' _ ��'-3yz"' 1. ;=H• � EXISTINS FIRST FLOOR PLAN PROPOSED SECOND FLOOR PLAN - 540S6R055 . 9CILr VD•.I'o• VD' 1 - a 1 PROPOSED FRONT ELEVATION(FACING MAIN DWELLINS—LE,Ito G) 4 ................. .............. ............... b n N Z �m W O o, PRO�OSED-Rr-AR'ELEtVA-nON-;(FAelNe:f�QN PROPOSED LEFT SIDE ELEVATION Q z o 6 ECALE,VD•.1'-O• 4 K N I In c�E�lEe� E�' 3�:y�_Zt .. ....!.- .j 'SIE-E-DE�'f`ION � �3 � h�C ,'C•,�'�j�YM✓1 DAB Ec AA < 1 PROPOSED RISHT SIDE ELEVATION { �9T "7 VD•.110- - -_=` '.+li:�. �r: - FOF PIE` W I � I I i ' i i �' S -Sou�i1 Oak- - �• L�,v�:! -7,C3q am� deem. 10 new ac(� �� -Fu�6� �.c i�a.��. • let hc,V�Ct� of 6 (n -e ja) Ayvmv4dG ,.. � .. ,h•_ 'mot.,,�;�M1 . �- ,''t?``�'` Owner: Sanchez, Ronald File #: /7534 Address: 515 S Oakwood Dr Code: 18RL Agent Info AMP Architecture/Anthony Portillo 1075 Franklinville Rd Laurel,;'NY 11948 Phone: Fax: Email:jmagee@am parchitect:com�. r _. ►�r 1. l - --- --- -- -- -- -- -- - liltp. t�i ' `` •.. - �aa,.b ';x•, c„ "i ;gr;. ;! �,, � ',•, - _ n ''_•- ;�' �•� z;.�;+�' a •.., i ` ;_.• o �r a � `( � ;;:• .j ]BOARD OF SOUTHOLD TOWN,TRUSTEES SOUTHOLD,NEW PORK -f i PERMIT NO. 10027 " �r � DATE: NOVEIVIEER 17:2021 ., F ISS . - UED TO•. RONALD &MARY SANCHEZ ;t�aY•� PROPERT Y`ADDRESS: 515-SOUTHOAKWOOD�DItIYE,LAITREL SCTM#1000-145-3-9.1I�t ` 5�• i' �rA• i -Ar AUTHORIZATION a }+ r 1 , Pursuant the provisions of'Chapter 275 of'the Town node-of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the iaeeting.held on November 17, 202] r. .> and in consideration of application fee in the sum of.$250.0d aid b Ronald & Mary Sanchez and subject to ==: ,x p Y ' d Conditions as-stated in the Resolution, the Southold Town' Board of Tnistees-authorizes and yr '. 'i-r the Terms -sir:' � /1 permits the following. A } Wetland Permit for.the Dwelling: Existing first floor footprint to remain;Waterside Windows to be ' ;I _removed and replaced with+_(4)larger,unifs;Existing Second,Floor-and..Roo1•tg'be removed-26-6-X46 - „�,r,, : �k 10"• 1 240 SF Proposed new second.floor area—32'=b"X46'-10"; 1,350 SF; Existin ` �-' `" > p d g Wood deck to be ;�ryf`� .'+ �a removed and replaced—36'-91IX19'-11"• 520.SF•Existing covered porch to be removed and replaced— ` Gti< :- 27'11 %"x17-10";210 SF;Proposed-Roof Cover over stone patio(replaced open wood deck&covered porch).wit}i outdoor`fireplace and.outdoor kitchen=-24'.=2"X28'-11";5'=0"x52'-011; 1,015 SF t Proposed Trellis over Wood Deck—7'-211x16'-7"; 120 SF'Tropo`sed:New-Siding throughouf.ezisfing F w; �(! exterior; Hat Tub—6.5'X7.81;50 SF; Detached Garage:Landward of 100'Setback from Topof Bank; 'Existing Roof structure to'remain with dormer aiterations/additions 'ifl%< JJ {" Ji, `. `+ 'Proposed- existing exterior Proposed NewRoofin •New Drivewa Pro osin • �,.;., to;remove,existing asphalt-driVeway,and replace:with'new 1700 SF.pervious driveway.;:New Accesso Apartment Septic System'.—Proposed new IA' WTS.foraccessorygartmement within existing._ etached {fire,�A garage;establish and perpetually maintain a 6' wide non-turf buffer landward,of.the top of,.the bank- and as depicted on the'site plan prepared by AMP Architecture LI;C;dated November-12,2021,and L,d stamped approved on November 17, 2021. : k x IN WITNESS S?VHERr.OF the said Board of Trustees hereby causes its r:. y CorpCp>porate Seal to be affixed,and these '; �}: presents to be subscribed by a majority of the said Board as of the.17t?;day oi,l`T'avember,2021. ',;tiles :� - - —•--_� 14� _ . J Q— '4a"...-.�w '-'.-_"..�'+'Su^." _'..�:1��r•�G: u:S:;�-,`.�,% a?�"«.::�.7^�n:.iCtlf7+:^3�,`au,.a rn...-�__,- __ _ _ $� '°G»a,• _ r - r; r f r•^ Glenn Goldsmith,President ®f S®Up�® Town Hall Annex A.Nicholas Krupski,Vice President �® �® 54375 Route 25 P.O.Box 1179 Eric Sepenoski -m- Southold,New York 11971 Liz Gillooly Elizabeth Peeples ® a� Telephone(631)765-1892 ®�ycv �'N,�� Fax(631) 765-6641 U Elm Ep E BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD NOV 2 0 2023 CERTIFICATE OF COMPLIANCE Bul4tl'ss�g D�p� tgneett 2100C Date:November i°' ( a Southold THIS CERTIFIES that the Dwelling: Existing first floor footprint to remain;Waterside Windows to be removed and replaced with(4)larger units;Existing Second Floor and Roof to be removed-26'-6"X46'- 10": 1,240 SF;Proposed new second floor area—32'-0"X46'-10"; 1,350 SF;Existing Wood deck to be removed and replaced—36'-9"X19'-11"; 520 SF;Existing covered porch to be removed and replaced— 27'11 1/2"x1T-10";210 SF,• Proposed Roof Cover over stone patio(replaced open wood deck&covered porch)with outdoor fireplace and outdoor kitchen—24'-2"X28'-11"; 5'-0"x52'-0"; 1,015 SF Proposed Trellis over Wood Deck—7'-2"xl6'-7"• 120 SF;Proposed New Siding throughout existing exterior;Hot Tub—6 5'X7 8'• 50'SF Detached Garage: Landward of 100' Setback from Top of Bank-, Existing Roof structure to remain with dormer alterations/additions Proposed New Siding throughout existing exterior:Proposed New Roofing;establish and perpetually maintain a 6' wide non-turf buffer landward of the top of the bank; At 515 South Oakwood Drive,Laurel Suffolk County Tax Map 41000-145-3-9.1 Conforms to the application for a Trustees Permit heretofore filed in this office Dated July 28.2021 pursuant to which Trustees Wetland Permit#10027 Dated November 77, 2021 was issued and ronforms'to all the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for Dwelling: Existing first floor footprint to remain;Waterside Windows to be removed and replaced with(4)larger units;Existing Second Floor and Roof to be removed-26'-6"X46'-10"• 1,240 SF;Proposed new second floor area—32'-0"X46'-10"; 1 350 SF; Existing Wood deck to be removed and replaced—36'-9"X19'-11"• 520 SF,• Existing covered porch to be removed and replaced—27'11 %2"xlT-10"•210 SF,•Proposed Roof Cover over stone patio (replaced open wood deck&covered porch)with outdoor fireplace and outdoor kitchen—24'-2"X28'- 11"• 5'-0"x52'-0"• 1,015 SF:Proposed Trellis over Wood Deck—7'-2"xl6'-7": 120 SF,• Proposed New Siding throughout existing exterior;Hot Tub—6.5'X7.8'• 50 SF;Detached Garage: Landward of 100' Setback from Top of Bank;Existing Roof structure to remain with dormer alterations/additions Proposed New Sidingthroughout hroughout existing exterior;Proposed New Roofing• establish and perpetually maintain a 6' wide non-turf buffer landward of the top of the bank. The certificate is issued to-Ronald&MM Sanchez owner of the aforesaid property. oriz igna ure pg . �alatar�r Affairs Bldg.. 4I7, S I.qy StQ,',v B wk, new Xark U 794 (51G) 151 7904 C�nissirraex . March 3, 1982. Mra. Maila Roman elli 4 Rap t on. ,Cb urt Massapequa; NOV York I1758 NO aMSDIGT16N Re: SCTX 1000-145-Q3,8 and- 9- home -on 80uth !Oakwood goad,. Lai��el, N.Y. Dear Mrs. Ramanellj: As a result of Yoh yam , Wain the De; has can g a otr� ref -a`axr el, this. (Pro ,ect) dam, ev tioa tP inn. have. foetid :the Pa Ce]. .ar ] ) be at a elevation in excess of .X ' feet ,above -me-an sea level... 1�'PrPfore. Puirsualht. bo .Part. 661., Offica aid Regukztian§ of tie State of 1, York UI- OomKfi titian of Cues; Males -A-t. Ie -25 (Tidal Netlaa ). -t)f .tk�e X o Section 61 4(b), 'lies.fix =-h.der Lail ,ConsetVc-tion law i:s .rw WW. . w. Very traly Yours, - 1�?�FIM . TAR FM DJL/Cr Permit p4daistmto r - I O Town Hall Annex Telephone(631)765-1802 54375 Main Road y 76 50 P.O.Box 1179 roger_ricl]ert aC 01(631)nsou go nv us Southold,NY 1197I-0959 Q �� BUnDING DEPARTMENT TOWN OF SOUT HOLD APPLICATION FOR ELECTRICAL INSPECTION f REQUESTED BY: &,� y� Date: 17-Z-1ti— Company Name: JJ Name: License No.: o C G 6- Address: 0 ,�; �� U- 1 .� .,1 11-7&-k i- Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: i *Cross Street:. � *Phone No.: Permit No.: Tax-Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) - PhD 5 i�..V1, -I- I-�,o I-I-✓�-S ' (Please Circle Al! That Apply) Z Ai *!s job ready for inspection: �! NO. Rough in Final *Do you need a Temp Certificate: YES! N® = Temp Information(if.needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENI DUE WITH APPLICATION 1124tequest for Inspection Form ( � I �y� BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD • !�" Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959 Telephone,(631) 765-1802, Temporary Certificate # � dateq AS I 2023 Customer Name Electrician Name 9 Address 5J5 - Phone e-mail e-mail 4 Phone V3('. License# 4 Size A Phase I — Overhead Underground #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 da he date above. Authorized by FQe�06" BUILDING DEPARTMENT-Electrical Inspector co <<i: TOWN OF SOUTHOLD _ Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 �.jjp® ��0��✓' Telephone (631) 765-1802 Temporary Certificate # Date 2022 rasa Y' Customer Nam ,b Electrician NameEA I e �' Address 5 , ®a ot) I Phone57(P e-mail e-mail )f e z I ec_ Kf c C 02 Phone S 1 (p $ cI R R License# 34 Q G(0 M Size (�00 A Phase�_ Overhead Underground #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verificatio s valid o 90 , ys the date a e. Authorized by 12 2D22 -e,v e- -e c +r t c* S>f e U -e- 14? C+yf_c2(o t ] , cum DD 0 C.T.: 1 9:. 2022; BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD BUILDING DEPT Town Hall Annex-54375 Main Road - PO Box 1179 TOWN Og, OUTHOLD Southold, New York 1 1 971-0959 Telephone (631) 765-1802- FAX (631) 765-9502 APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ail Information Required) Date: l0 — 1-7—zz Company Name: !F,5144ho Electrician's Name: License No.:3q, to yLc Elec. email: She i I,«.,I-�.; 2 e G„ ►a�L , moo;, Elec. Phone No:k,b' --8'8-8-7 ESI request an email copy of Certificate of Compliance Elec.Address.: 9 JOB SITE INFORMATION (All Information Required) Name: L'7 S4r1cl.,2- Address: Cross Street: Phone No.: S/c, Q Vo I Bldg.Permit#: y-7 s s-I email: Tax Map District: 1000 Section: /V 5" Block: --3— 3 , Lot: N % BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): C,ar1 Sirw{ •l.ty A.J7c 1 � .�1/ 17 �PPL7.e� 2a� S�J1•.� ) � � Circle All That Apply: Square Footage: Is job ready for inspection?: YES❑NO P�gh In FIFinal Do you need a Temp Certificate?: YES❑NO Issued On Temp Information: (All information required) Service SizeFKPh❑3 Ph Size: co d A #Meters_ _ Old Meter# []New Service[]Fire Reconnect❑Flood Reconnect[Service Reconnect DUnderground 905verhead #Underground Laterals F1 1 R2 H Frame Pole Work done on Service? Y EIN Additional Information: ��Ld, , PAYMENT DUE WITH APPLICATION i jD O.0 i 1 .9 C122 BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD 0� .,. Town Hall Annex- 54375 Main Road - PO Box 1179 BUMDINGOWN OF SOOT OLD Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 10 - 1-7—zz Company Name: FJ o Electrician's Name: License No.:3'-/oL Elec. email: Elec. Phone No: S'a-&v El I request an email copy of Certificate of Compliance Elec. Address.: o JOB SITE INFORMATION (Ali Information Required) Name: o-,�Q L'7 S✓�,� 2- Address: L Ni Cross Street: Phone No.: 660 Bldg.Permit#: cj7 s S d email: Tax Map District: 1000 Section: l r,/,S" Block: q , Lot: U % BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): C.aris n.J-+ A-14 r,%� ,-o 4-b A..) C7ciS,1 1 Ic F4,.1-Y L-Zgal Ab'AA c.- 2#S S�J r.i G r-r�{r ''�ILw,a 8,1-�s ®C-c c c. Square Footage: � Circle All That Apply: 3�"S® Is job ready for inspection?: ❑ YES❑NO Plough In ❑ Final Do you need a Temp Certificate?: Er YES®NO Issued On Temp Information: (All information required) Service Size[—L�KPh❑3 Ph Size: ? (9 d A #Meters Old Meter# []New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground Overhead # Underground Laterals 0/ M2 F1 H Frame D Pole Work done on Service? El Y ON Additional Information: R-,Lo p v �n 4- o4 PAYMENT DUE WITH APPLICATION i PERMIT # Address: Switches . I 7� Outlets -f I GFI's Surface Sconces H H's U C Lts Fans 7 Fridge HW t � Exhaust 2 Oven WAD Smokes DW Mini C= 3 1 I Carbon Micro Generator Combo Cooktop Transfer AC A Hood Service A�mps�p Have Used Special: Comments r] �� M' C Scott A. Russell ST O��[�A�J WA`T�EIK SUPERVISOR _ NI A NA(Gt)ENHEN T SOLiTHOLD TOWN HALL-P_O_Box 1179 '� 1 m 53095 Main Road-SOUTH OLD,NEW YORK 11971 Town of Southold CH"TER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT) DOES THIS pRoiFcT INVOLVE ANY OF THE FOLLOWING: ! (CHECK ALL THAT APPLY) Yes No El A- Clearing, grubbing, grading or stripping of land which affects more i than 5,000 square feet of ground surface. El EfB. Excavation or filling involving more than 200 cubic yards of material 1 within any parcel or any contiguous area. •' ❑da Site preparation on slopes which exceed 10 feet vertical rise to } ❑[� 100 feet of horizontal distance. ] D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard .area. { it .El EdE. Site preparation within the one-hundred-year floodplain as depicted . .. .-. on_FIRM. Map of.izn_y... watercourse.. . . -- -F: Installation of new-or resurfaced- impervious surfaces of -1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes -` in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. Date APPLICANT- (Property Owner.Design Professional-Agent,Contractor,Other) S.C.T.M. 'j: 1000 '(J c District J51 1`� J ( _ I Section Block Lot r � pp (S`6��.,�Z,� � 7q 39 ..: hc�i�jti}_JINLI t.it.h;1}t-I''l:}n1-. �-r > �t. ll.t`)_i, . ... Contact Information, Reviewed By: — — — — — — — — — — — — — — — Date: �O�( Property Address / Location of Construction Work: — — — — — — — — — — — — — — — — — Approved for processing Building Permit. Stormwater Management Control Plan Not Required. —� Jl�_— Stormwater Management Control Plan i, Required (Forward to Engineering Department for Review) FORM a SlIVICP - ToS -N•l/.\y %Ol t � w x .2�„'�yari.& {3 d '3 . < o c PHOTO #7 PHOTO #8 ,� i..'},t,,,3+r •.� ,, ?q ,. wee- -„«,..;m«.«ka'� ;«.�m.,,...,,.;., *,�. „4. 1 ... it a � t t „erg r " n . sr _ PHOTO #9 PHOTO #10 H f PHOTO #11 Application: Sanchez Residence; 515 Oakwood Road, Laurel AMP Architecture—Applicant; All photos taken March 17, 2021 s r 3•+r I ��IId�J� li = ,. PHOTO #1 PHOTO #2 a 71 fir+^ fi�rT.S F 5 ♦ '{�J a A • aK git��. ap6 PHOTO #3 PHOTO #4dm 'y� a �. W`5{h-e f•"�" �*�"4a,.- � )F.k 'iy 5"f 'C � V� h'„ Its' � - Pbal. it �t x 1 ►.'i �: rt r gyq Erg ,�.F^ l t'^.Y>e, y 1A, l E^, A"SL.4 "'�aZ'+t' q''S.? �� - ,,,k..n,i..,¢ y r .a ,Y'• t.C.T&�� R r�'i1}M . PHOTO #5 PHOTO #6 Application: Sanchez Residence; 515 Oakwood Road, Laurel AMP Architecture—Applicant; All photos taken March 17, 2021 (Icy, f Ho LLj � c�rz (o C� r2-rw igCIE� - I � JU L-1=4-2023 BUILDING DEFT. 11/02/2015 4:57 PM FAX 0001/0005 t 649 FAX TO: Town of SouthHold Building Department FROM: Arnold Montag, R.A. FAX; 631.765.9502 FAX: 516.829.9502 PHONE: PHONE: 516,829.7939 SUBJECT: 515 South Oakwood Road DATE November 2, 2015 COMMENTS: Attached are the contractor's insurance document for 515 South Oakwood Road. If you need further information, please contact our office at 516.829.7939 l� NOV 2 2015 Rif)(; nrpl - .. ,'.'•�'T•1 .:X�:. •:` :•d'4t'-•:^t`. .;ty,r; •.r''. •. .. 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J 1 tab SITE PLAN HATCH KEY. a ® PROPOSED BUILDING ADDITION Wo aF3 ;f ® PROPOSED 2ND STORY ALTERATION W z m S20°00'00°E m mw W G g 3 3 I F,aacagg � LnI �I PROPOSED � Q =� aLLLL n¢3a�� O O¢Ca,nv q Q I <W a z z — ID 0 PERVIOUS PAVER PROPOSED HOT TUB I W o 10'AGGE550 Y SETBACK PATH O w I � N 4°GONG.SLAB N0�0 ti W0. 0 0 100' o 0 0 0 o O o 0 0 0 0 fib' 12b oz OmNn SIDE YARD SETBACK ;t � ¢z a N EX STING 2 STORY —Ij--- — — — ❑ Y s20 iA1 G I f a a .z E GARAGE; �PR_� COND ' P0' 10.0' o X. ORTER c a $ EX ST.SEPTIC �'4 0 a o a g F 3.4' I �;7� ¢ W��LL10Q 0 222' K F 6=W 6 pI ryiE EXISTING OUTDOOR K I EXISTIN o°d¢a¢x G WOOD SHOWER LL Ir DECKING AND S Ov I YWTH EXISTING 2 STORY STAIRS RAILING PROPOSED FIRST e : U SECOND FLOOR � ALTERATION EXIST.I STORY t��J' 53' � DWELLING MODIFIED PERVIOUS 1 I DRIVEWAY 1 I MODIFIED PERVIOUS T2 52.2' 1 �► , KWAY - - ------ - to ! Q EXIST.WOOD DECK a I W/NEW TRELLIS 253' ; _i EXIST.ROOF � I +.✓;v_.Yf:� � �� 17�' OVER C.ONG.�� U r, oWf� I 1 1 O S I 8 I3' PORCH a _ a% �I' u N yy MAY 1 1 2021 EXIST.CK aO I a REPLAGEG - -ry - -- - - - - -- -- - - - ul IL NEW DECK IN KIND;NEW Ia EXTENSION r ROOF EXISTING TREES N / TO REMAIN t . OI� 0 50.q 40'FRONT YARD SETBACK I NEN OUTDOOR NEW OUTDOOR I THIS IS ARCHITECT'S SITE PLAN d 15 FIREPLACE q KITCHEN SUB.EC O VERIFICATION BY A LICENSED O Q I I s THE INFORMATION Q fl REPRE NTED ON THIS SITE PLAN 19 TO THE O N J I ARGHI T'S BEST OF KNOWLEDGE. Z i 0 INFORMATION WAS OBTAINED W 00 FROM SURVEY DATED NOVEMBER 10, = F" �. 2014 PREPARED BY: V Q Y Z m I v I THAN TAFT CO"IN III Z z O V V I I I Q LLJZ 1 MAIN ROAD = ZD MESPORT N.Y. 11414-1 y = 1-- PHONE, (631 27,?490 o O Q LL N � I 163A' SOUTH OAKWOOD ROAD tp 'A PROPOSED 51TE PLAN �9,a.� ®37°`® �O; U 0 a SCALE: 1'-0" c a GENERAL 5YMB0L KEY: LOT cov laAc PRO-ECTI ZoxiN&vATA �a l..• .^ ,.` S5 W a~3 EXISTING TO REMAIN ^'•' NENl PgilIDATION WALL DESCRIPTION(FOOTPRINT) AREA LOT TAX MAP# 1000-145-05-1.1COVERAGE z m$ MEN HOOP MAM ZONING D15TR CIT R-40 NON-CONFORMING TOTAL LOT AREA 21,156.0 S.F. DECK® TOP OF CofO-ONE FAMILY DWELLING LOT AREA O5 ACRES "+oo€W ti EXISTING 2 STORY OPeLLIN& •_ ., 6 HOOD DE 1,640.0 S.F. 1 lSi3 r Q�a�o REQUIRED-5ET$ACKS MAIN BUILDING , .:. DS.o S.F. OSRi GofO-ACCESSORY GARAGE W/ W=Z. r:, ' W _ ZIO"126.OG70BER 13 19BI EXISTING _ `.:`::_:'_ -..r SANK I �rc cai EXISTING DETACHED GARAGE 540.0 S.F. UPSTAIRS DORMER "ROOM ZIOT26;OCTOBER 13, Ig81 2SA5 c W REQUIRED EXIST. PROPOSED COMPLIES UNFINISHED" N o�W w PROPOSED COVERED DECKS 1,015.0 S.F. 4b% GofO-ADDITIONS TO SINGLE a W m a um FAMILY DWELLING 3 f0-f0;AUGUST 6,2014 rc w o o= a x o FRONT YARD S. 40 PROPOSED HOT TUB 50.0 S.F. 02 G zo a a a c z OAKWODD ROAD 0' 46.1' 42.1' YES TOTAL AREA OF ALL STRUCTURES 3350 0 S F. 15b55 VARIANCE APPROVAL NO PRIORS $ o c a z S FRONT YARD 40.0' 85.q' 85.q' YES FEMA FLOOD ZONE X o W a x_ to (ROW) ■r MAXIMUM LOT COVERAGE ALLOYED-20% 5117E YARD 15.0' IO.q' 10.61' ND" WETLANDS DISTRICT PERMIT PENDING o x o a 4a a 62iuiZa-':+Z+ DECNON-JURISDICTION LETTER REAR YARD 50.0' 3-I.4' 37.4' NO DISTRICT PROVIDED *NO PROPOSED WORK OUTSIDE OF EXISTING NON-CONFORMITY HABITABLE SPACE EXISTING PROPOSED FIRST FLOOR AREA 1,640 S.F. 1,640 S.F. SECOND FLOOR AREA 1,240 S.F. 1,350 S.F. TOTAL BEDROOM COUNT 4 4 PROJECT NOTES: 40'-q" • PROPOSING TO REMOVE ASPHALT ROOFING OVER EXISTING FIRST FLOOR ROOF AND REPLACE WITH METAL ROOFING • COMPLETE NEW ROOF CONSTRUCTION OVER SECOND FLOOR SPACES ❑ NEW ON. ❑ ❑ . ALL NEW SIDING THROUGHOUT NEW OUTDOOR KITCHEN r - - - - - - - - - - - - - - �- - - - - - - ❑ _❑ EXIST. WOOD I I EXIST, LIVING DECK �n ROOM REPLACED IN KIND N EXIST, DINING ROOM NEW ROOF COVER;--7 SIDE5 OPEN `N NEW LAUNDRY LINE OF EXISTING ROOM/EXISTING ; _ Z=_= == — DECK(TYPJ ❑ t7 FOOTPRINT ry I NEW ON. pj � Lo NEW WOOD p N O o F. EXIST. KITCHEN I DECK W O ei V Q Y Z NEW OUTDOOR Z O Q Y FIREPLACE Q Z O = EXIST.BEDROOM - ;O, ' p- U) 22'-8y2" o jn O O EX15T. COVERED �w❑ NEN ON. ❑ O G ❑ ❑ C �It �l s ` r %,9 p37 �0 cm PROPOSED FIRST FLOOR PLANOF 1040 S.F. HABITABLE SPACE; 1,640 S.F. GROSS AREA SCALE, 1W°V-o' o a a o a P rERR oJim Is ml I Em 0 � xz 0 o LO LO - _ � � itcr GENERAL 5YMBOL KEY: xa o LL Q W W 2 r==l EXI9TU s TO REMAIN NEW FOUNDATION WALL 24'-5" 5 3 24'-3" m w k 3 ----------- FEIN WOOD FRAME! r------ --------I Roza 4 za F�wJm O EXIST. _} OUTDOOR x o:LL o V �HOWER oQooW� Q Z J Z Z `fi.GG]=550RY:STRUCTURE R1=QU_IREMENTS W O DETACHED GARAGE EXIST. PROPOSED COMPLIES W Oo r m ^W'a EXIS toaso MAXIMUM HEIGHT 18' 19' 20' NO ON. z N z�a� iv MODIFIED cV f � _ 0. MINIMUM SIDE YARD 10.0' 5.4' 5.4' NO I RECREATIONAL SPACE O $ o z a a MAX.SQUARE FOOTAGE 1200 S.F. 540.0 S.F. 540.0 S.F. YES EXIST. 2 GAR GARAGE W;E E z 3 a ¢Z W Z W J W WJEGT NOTES. axWQ Y WNSSIW-=N R'Q • COMPLETE NEW ROOF OVER SEC SO R',C OND FLOOR SPACE • ALL NEW SIDING THROUGHOUT - EXIST. UP ------- --�--- EXISTIN6 FIRST FLOOR PLAN PROPOSED SECOND FLOOR PLAN 540 S.F. GROSS AREA se''d-E` IW•V-O' 500 S.F. 6RO55 AREA SCALE: va'• r-O' fh LLIJI 2- - PROPOSED FRONT ELEVATION (FACING MAIN DWELLING) Ell SCALE. I/6'o V-O' 0 I 0 N Q 04 C _ W - 0 o %.O > xZ oo PROPOSED REAR ELEVATION (FACING ROW) PROPOSED LEFT SIDE ELEVATION Q zou SCALE, 1W=P-O' SCALE. 1W.I'-O' N W H 0 — OLO U a LO � �`'' �✓ems, t��"'t I '^ i 7 �Jl �C) PROPOSED RIGHT SIDE ELEVATION 0� SGALE,I/H'. I'-O' R a c a SITE PLAN HATCH KEY, a x r ® PROPOSED BUILDING ADDITION I c LL 3 Wo a :t d~1 ® PROPOSED 2ND STORY ALTERATION 'm x W s 520'00'OOM m W I o 3 W 5 e _ 163A' �wFEowti PROF05ID Q �OVAL pISp PERVIOUS PAVER PROPOSED HOT TUB � I ( z M.��W — PATH = � 10'AGGE550 Y SETBACK ON 4"GONG.SLAG c I 10.0' 00000 D 0000 �Wtso0a n EXISTING 2 STORY X Z.16 a SARA6E; PROPOSED SECOND 32.0' 1.1' 17p, 100' —J c 1Q c a z FLOOR ALTERATION I EI EXIST. a W��Cyc o LL Za 3 F XST.SEPTIC aa =o3a9 U~W0W 222' EXIST. =br. jr X Is tm; ryo WO OD �$aaaa= EX15T1N6 OUTDOOR I tM1 PEGKI AND SHOWER STAIRS EXISTING 2 STORY RAILI NSS DWELLING; PROPOSED FIRST 55A, '!' SECOND FLOOR EXIST ALTERATION EXIST.1 STORY MODIFIED PERVIOUS 93' DWELLING DRIVEWAY f — 50'REAR YARD SETBACK — _ T2, — 522' — — EXIST. CMODIFIED PERVIOUS r I WALKWAY ry O cV F EXIST.WOOD DECK I I I W/NEW TRELLIS u a _. �� 4 � OVER GONG.iau1� K � I I i ! W u 8,31 PORCH m 2 8 20 EXIST. MAY J 21 HOOD a Q I wI 0 �D INEG N IL REPLACED RE IKID;NEW COVER v RooFwQ NEW DECK I is : TTfi D IL EXTEN51ON f, EXISTINS TREES } F TO REMAINLu I ° �X - � O� in 0 30A PROP. _ _ 1 29.4' I A THIS I PROP S ARCHITECTS SITE PLAN d IS SU40'FRONT YARD SETBACK BJEG VERIFICATION BY A LICENSED EDNEW OUTDOOR NEW OUTDOOR C FIREPLACE p KITC 4EN 5U R. THE INFORMATION Q REP NTED ON THIS SITE PLAN 15 TO THE O IN } I ARGHI T'S BEST OF KNOWLED6E. Ir Lf) SUR INFORMATION WAS OBTAINED LLI - O `q I I FROM SURVEY DATED NOVEMBER 10, = F' >- } 2014 PREPARED BY, 0 Q Y Z Q I I ci I THAN TAFT CORWIN III Z 0 O V I 6 MAIN ROAD N W MESPORT N.Y. II6141 V I HONE, (631)."13a=2090 O Lu 0 o I � � ' Icy S ':'• �r:�� ..�ri 163.0' SOUTH OAKWOOD ROAD I Y \ PROPOSED SITE PLAN j �� (f P c a } C ENERAL SYMBOL KEY: LOTS COVERAGE PROJECT / ZONING DATA„ LLa ww3 y�j0 1 Z= EASTM TO REMAIN ' :�1 M+�+Fa"ATION wAu T DESCRIPTION(FOOTPRINT) AREA � TAX MAP# 1000-145-05-9.1 6 W g m U ZONING DISTRICT R-40 NON-CONFORMING c M 5 c PERMr� � TOTAL LOT AREA 21,156.0 S.F. z a!3 is 4a m LOT AREA OS ACRES <- F LL EXISTING 2 STORY DWELLING IA40.0 5.F. GofO-ONE FAMILY DWELLING Z10726;OCTOBER 15, Ig81 c a W a a EXI5TING WOOD DECK® TOP OF z .z z a '. Z o REQUIRED_SETBACKS;- MAIN BUILDING " BANK 105.0 S.F. 059b CofO-ACCESSORY GARAGE W/ z J EXISTING DETACHED GARAGE 540.0 S.F. 2S5K UPSTAIRS DORMER"ROOM ZI0726;OCTOBER 15, Igbl o=a REQUIRED EXIST. PROPOSED COMPLIES UNFINISHED" W o�mgum PROPOSED COVERED DECKS 1,015.0 S.F. 4,5% Cof0-ADDITIONS TO SINGLE c w 370'10;AUGUST 6,2014 ¢t3~o AM H i J r PROPOSED HOT TUB 50.0 S.F. 02SK F ILY DWELLING FRONT YARD 40.0' 46.1' 42.1' YES VARIANCE APPROVAL NO PRIORS `-' _ o TOTAL AREA OF ALL STRUCTURES 5550.0 S.F. IS b% c°� o�o FEMA FLOOD ZONE X g w a SIDE YARD 15.0' BS.q' 85.9' YES "'MAXIMUM LOT COVERAGE ALLOWED -20% w��m BOTH+SIDE YARD5 55.0' 125.5' 125.b' YES WETLANDS DISTRICT PERMIT PENDING a a 0 F a REAR YARD 50.0' 10.9' 10.9' NO" DEC DISTRICT NON-.IURIFROVIDED CTION LETTER N��a l a "NO PROPOSED WORK OUTSIDE OF EXISTING NON-CONFORMITY HABITABLE SPACE EXISTING PROPOSED FIRST FLOOR AREA 1,640 S.F. 1,640 S.F. SECOND FLOOR AREA 1,240 S.F. 1,550 S.F. TOTAL BEDROOM COUNT 4 4 PROJECT NOTES: 40'-q" • PROPOSING TO REMOVE ASPHALT ROOFING OVER EXISTING FIRST FLOOR ROOF AND REPLACE WITH METAL ROOFING • COMPLETE NEW ROOF CONSTRUCTION OVER SECOND FLOOR SPACES ❑ NEW DN. ❑ ❑ . ALL NEW SIDING THROUGHOUT NEW OUTDOOR KITCHEN r - - - - - - - - - - - - - ❑ ❑ !c s EXIST. WOOD I I EXIST. LIIV�IN6 DECK mROO REPLACED IN KIND I I� EXIST. DINING �NEyl ROOF COVER; O ROOM 51DE5 OPEN N � NEW LAUNDRY LINE OF EXISTING ROOM/EXI5TING DECK(TYP) I ❑ Q m FOOTPRINT N —r J �` O N N Z a NEW VN.j I NEW WOOD O O O EXIST. KITCHEN PECK V ? z NEW OUTDOOR Q O O V p FIREPLACE N u = p ® ❑ ❑ O 0: T I U. N c J lL) EXIST. BEDROOM , � M po o ul) ao A O - 0EX15T. COVEREDoe. " PORCHr` ID El NEW DN. ❑ ❑ ❑ S 1 24'-p2° 2-1'-1ly2° Gay N PROPOSED FIRST FLOOR PLAN 3✓4� �® 0 Ln- 1040 5.F. HABITABLE 5PAGE; 1,640 5.F. GR055 AREA SCALM Zia'•I'-0' L!. a REM all � 0 11 ----------------- 1. C cl N Z no Wo o � z �—�F,X,72 0 Z �O� < = ou z uj MCI ml a c=i o ar za3�gm 5�qa o=a ia?>o� ii O W G Q z W Qo�o�gaa a M51sop, Moir r�aaa<M -------------- 1� 1 m EAST ELEVATION (LEFT SIDE) SCALE: 1/80- V-O" C UUJ U J a Q O Z MW HH 11 = a � z !S: Q z 00 LL, 0 Ix IL SOUTH ELEVATION (READ cn � f�_� � CY SCALE: 1/8°- I'-O" �37 ®l �0 h, a „ _ _ c GENERAL SYMBOL KEY: WLL T. r==zi EXIsTMB To REMAIN P==l NEW FOUPIDATM WALL � wNma 24-3 w W 3 24'-3 m a g a J IEWWOODPRAM r--————————————————— —� oo3W� EXIST. zp S ¢p �i OUTDOOR �+• o W ti LL t/!W�QLLO V' SHONER 2¢W W Q Q'Hiz AGGE550RY,STRUGTURE REQUIREMENTS _ �W F' - - - - - ciy mo DETACHED GARAGE EXIST. PROPOSED COMPLIES EXIST. ¢Qsoao�i o¢z o N 0¢Y MAXIMUM HEIG 18'HT 19 z ' 20' NO ON. cV � = �c MODIFIED , $ o"o i MINIMUM SIDE YARD 10.0' 5.4' 5.4' NO tV RECREATIONAL SPACE ry 4 o e ¢ 12 MAX.SQUARE FOOTAGER 1200 S.F. 540.0 S.F. 540.0 S.F. YES EXIST. 2 CAR GARAGE z P�E z�z azuio a oz ¢ PROJECT NOTES. x F� =evyam, COMPLETE NEW ROOF OVER SECOND FLOOR SPACE $¢¢a a 3 • ALL NEW SIDING THROUGHOUT EXIST. Q --'f'-32" EXISTING FIRST FLOOR PLAN PROPOSED SECOND FLOOR PLAN 540 S.F. GROSS AREA SCE`I/b•-r-o• 500 S.F. GROSS AREA SCALE:va•-r-o• � FEE] ooE10 0000 0000 DODO -- 0�00 PROPOSED FRONT ELEVATION (FACING MAIN DWELLING) SCALE. 1/b•• I'-O' - `-- - — - ----- --- — — I 0 N Q = Lf) 0 — W Z O o � _ O V ; R Z PROPOSED REAR ELEVATION (FACING ROW) PROPOSED LEFT SIDE ELEVATION Q z SCALE.IW a 1'-O• SCALE, 1/8•=1'-0• N LLI EL 0 n�� 'Q ,3�� ll��N•+� w I r 1 C 0374(3`o o tn PROPOSED RIGHT SIDE ELEVATION ��OF N�``� wV� SCALP,I/8•=r-O• 5 a 11/02/2015 4:58 PM FAX 10 0002/0005 , New York State Insurance Fund Workers'Coritpe,1sation do Disability$enefts Specialists Since 1914 8 CORPORATE CENTER DR,3RD FLR,MELVILLE.NEW YORK 11747-3129 Phone:(631)755-4300 CERTIFICATE OF WORKERS, COMPENSATION INSURANCE AAAAAA 113139062 CELPAR CONSTRUCTION INC 1657 DEER PARK AVENUE DEER PARK NY 11729 POLICYHOLDER CERTIFICATE HOLDER CELPAR CONSTRUCTION INC TOWN OF SOUTHOLD 1657 DEER PARK AVENUE BUILDING DEPARTMENT DEER PARK NY 11729 TOWN HALL SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER PERIOD COVERED BY THIS CERTIFICATE 1112U 523-4 75072LIDATQ 07/12I2015 TO D7/12/201627/2 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO,1120 623-4 UNTIL 07/12/2016. COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF SAID POLICY IS CANCELLED,OR CHANGED PRIOR TO 07/12/2016 IN SUCH MANNER AS TO AFFECT THIS CERTIFICATE. 10 DAYS WRITTEN NOTICE OF SUCH CANCELLATION WILL BE GIVEN TO THE CERTIFICATE HOLDER ABOVE. NOTICE BY REGULAR MAIL SO ADDRESSED SHALL BE SUFFICIENT COMPLIANCE WITH THIS PROVISION. THE NEW NT OF FAILURE TO GIVE SUCH NOTICE. YORK STATE INSURANCE FUND DOES NOTASSUME ANY LIABILITY IN THE EVE THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. JERRY PARKAS OF CELPAR CONSTRUCTION INC THIS CERTIFICATE 15 ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND This certificate can be validated on our web Site at https://www.nysiFUND f com/cert/certval.asp or by call)g(88)075 57790 DERWRITING U-26.3 VALIDATION NUMBER:73665968E 11/02/2015 4:58 PM FAX 0003/0005 CERTIFICATE DATE(MMMWDm Y) ��' LIABILITY INSURANCE AS --E 70/2712015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER, THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER, IMPORTANT; If the odalficate holder Is an ADbITIONAL INSURED,the P61100es)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain Policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In 11e1.11 of Such endorsem s. PRODUCER CONTACT Pinkham Agency Inc PHONE NAME- Suits 100 F 40 Commerce Place L No Hicksville NY 11801 ADMEM Pinkham Agency ucmwEgtpjs:CELPA-j INSURER(a)AFFORDING COVERAGE NATO 0 INsuRED GelparConstruction Inc.1657 Doer Park Avenue INSURER A;Utica First Ins Co Door Patrk,NY 11729 INSURER 13. INSURER C• INSURER D: INSURER E: fN8 ERF: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY. PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO'WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS.AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE SEEN REDUCED BY PAID CLAIMS. R "'PR OF INSURANd"INS ADOL POLICY NUMUR MMR) MQ LINKS 0ENERAL LIAMUTY SACK OCCURRENCE = 1,000,00 A X COMMERCIAL GENWAL LIABILITY ART110302618 07109/2013 07/0912016 Es o nenee a 60,00 GNAWS-MADE ❑X OCCUR MED EXP(Any one ) : 5,00 PERSONAL&ADVINJURY ® 1,000,00 GENERAL AGGREGATE ti 2,000,00 GEN'LAGGREGATE LIMIT APPLIES PER; PRODUCTS-COMP/OPAGG 3 2,000,00 POLICY PR LQC AUTONOBILF IMBILTry COMBINED SINGLE LIMIT ANYwUTO (En Kddern) a' ALL OWNEDAUr0S BODILY INJURY(Perpwwn) b SCHEOULEDAUTOS BODILY INJURY(Per accident) 5 HIRED AUTOS PRQPERTYDAMAGE $ (PEN ACCIDENT) NON-0WNED AUTOS s a UMBRELLA LUe OCCUR EACH OCCURRENCE s EKCESe uAe OLAIMs�AApg AGGREGATE : DEDUCTIBLE RETNI0N S WORKERS COMPEN$ATI�J 8 AND EMPLOI LIAa UTY WC STATII- UT"_ MNPROPRIPARTNEFtIE%ECImVE YIN OEFICERNIMEXCLUDED4 p INIAJ E.L,EACH ACGDENr �. (Miutdaftky I N tleambe udder E.L.DISEASE-EA EMPLOYE S NyiION OF T10NS below 6:L DISEASE-POLICY LIMIT S DESCRIPTION OP.OPSRATIONS 1 LO"TIONS I VEkICLEB(AImGh A nd1gmc• 4£ Tzj4 U=nCe CORD 107,Addltlonpl Rm:eaHa Schedule,Ifmoro spate in nqulnp} CERTIFICATE OLDER CANCELLATION -SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town Of Southold THE EXPIRATION DATE THE OF, NOTICE VWLL 8E DELIVERED IN Building Department ACCORDANCE WITH THE POU PROVISIONS, Town Hall AUTHORIZED REPR01MAUM Southold.NY 11971 Pinkham Agency 01988.2009 ACORqVORPORATION, All rights reserved, ACORD 23(2009/09) The ACORD name and logo are registered marks of ACORD 11/02/2015 4:58 PM FAX 10 0004/0005 STATE OF NEW YORK WORKER'S COMPENSATION BOARD CERTIFICATE OF INSURANCE COVERAGE UNDER THE NYS DISABILITY BENEFITS LAW PART 1.To be completed by Disability Benefits Carrier or Licensed Insurance Agent of that Carrier 1a.Leger Name and Address of Insured(Use street address only) 1b.Business Telephone Number of Insured CELPAR CONSTRUCTION INC 1c.NYS Unemployment Insurance Employer Registration Number of Insured 1657 DEER PARK AVENU E 2201534 DEER PARK, NY 11729 1d.Federal Employer Identification Number of Insured or Social Security Number 113139082 2 Name and Address of the Entity requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity being listed as the Certificate Holder) ShelterPoint life Insurance company Town of Southold 3b.Policy Number of Entity listed in box"la": Building Department DBLI01549 Town Hall 3c.Policy effective period; Southold, NY 11971 07/01/2015 to 06/30/2016 4.Policy covers: a. EJ All of the employees employees eligible under the New York Disability benefits Later b,El Only the following class or classes of the employer's employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance wrier referenced above and that the named insured has NYS Disability Benefits insurance coverage as described above. Data Signed 10/27/2015 By �",4f (Signature of Insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number 516-829-8100 Title Chief Executive Officer IINIPORTANT:If box is chocked,and this form is signed by the insurance carrier's authorized representative at NYS Licensed Insurance Agent of that carrier,this 0nificate Is COMPLETE.Mall it directly to the certificate holder. If box'4b"is checked,this certlflcaw is NOT COMPLETE for the purpom of Section 220.Subd,8 of the Disability Benefits Law. It must be mailed for completion to the Worker's Compensation Board,DR Plans Atceptance chit,320 State Street,Schenectady,NY 12305. PART 2.To be completed by NYS Worker's Compensation Board(Only if box"4b"of Part 1 has been checked) State of New York Worker's Compensation Board According to Inrarnimion maintained by the NYS Worker's Compensation Board,tho above-named empleycr has compiled with dto NYS Disability Benefits Law with respect to all of his/her employees. Date Signed By (Signature of NYS Worker's Compensation Board Employee) Telephone Number Title Please Note:Only insurance carriers licensed to write NYS Disability Benefits Insurance policies and NYS Licensed Insurance Agents of those insurance carriers are authorized to issue Form DB•120.1.Insurance brokers are NOT authorized to issue this form. D13•120.1 (12-13) 11/02/2015 4:58 PM FAX IM 0005/0005 Additional Instructions for!Form DO.120.1 By signing this form,the Insurance carrier identified in Box"3"on this form is certifying that it Is insuring the business referenced in Box"'la"for disability benefits under the New York State Disability Benefits Law.The Insurance carrier or its licensed agent will send this Certlficate of Insurance to the entity listed as the certificate Holder in Box"2",This certificate is valid focthe earl ier oier of one year after this form is approved by the insurance carrier or its licensed agent,or the policy expiration date listed in Box"3c". Please Note;Upon the cancellation of the disability benefits policy indicated on this form,If the business Continues to be named on a permit,license or contract Issued by a certificate holder,the business must provide that certificate holder with a new Certificate of NYS Disability Benefits Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Disability Benefits Law, DISABILITY BENEFITS LAW §220. Subd. 8 (a)The head of state or municipal department,board,commission or office authorized or required by law to issue any permit For or in connection with any work involving the employment of employees in employment as defined in this article,and notwithstanding any general or special statute requiring or authorizing the issue of such permits,shall not issue such permit unless proof duly subscribed by an insurance carrier Is produced in a form satisfactory to the chair,that the payment of disability benefits for al employees has been secured as provided by this article. Nothing herein,however,shall be construed as creating any liability on the part of such state or municipal department,board,commission or office to pay any disability benefits to any such employee if so employed. (b)The head of state or municipal department,board, commission,or office authorized or required by law to enter into any contract for or in connection with any work involving the employment of employees in employment as defined in this article,and notwithstanding any general or special statute requiring or authorizing any such contract,shall not enter into any such contract unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair,that the payment of disability benefits for all employees has been secured as provided by this article. D13-120.1 (12-13)Reverse 1420�- A M 'P Arch i t e c t u re Address:10200 Main Road,Unit 3A,Mattituck NY 11952 Phone:(631)603-9092 Design + Build ter}' 1 �1 ECG[E0 " �July 17.2023 AMEN pM NT /g-a3 JUL 1 q 2023 Sanchez Renovation 515 S.Oakwood Road BUILDING DEFT. Mattituck, N.Y.11952 � �'' �` (- 71 g Post Approval Amendments to Original AMP Plans Permitted dated March 2022 - Windows changed from Pella to Andersen 400 Series Foundation Plan 1. Removed proposed columns near bottom tread of basement stair and first floor stair 2. Existing Boiler converted to Gas First Floor Plan 1. Kitchen stove to remain as is; No gas connection 2. Existing First Floor Bathroom to remain as is; nothing was gutted or changed 3. Existing opening from Living Room to Dining Room to remain as is:Opening was not widened, molding was added Second Floor Plan 1. Linen closet moved in hallway bathroom 2. Hallway bathroom vanity increased to 4'-0"width 3. Proposed Second Floor raised 13"to provide"Box"framing upon existing first floor ceiling joists 4. Master Bathroom shower reduced to 4'-0 1/2" Exterior 1. 3.5"Steel columns with Azek wrap typical at covered porch 2. (1) Column removed from Porch area 3. Second AC unit added next to existing AC unit 4. Proposed/Approved driveway not completed; Existing Asphalt driveway remains and repaired/repaved as necessary 5. Outdoor Kitchen width extended to 18'-0" 6. Outdoor Fireplace Chimney eliminated; Fireplace is ventless,extended width to 8'-01/2" r 7. Gravel seating area added at top of bank ...........a \OMN .vgwm v\ \ \\ \. \> \ \ \. \ \ \\ \ \ \\ \.. \ \m\m. \ \\ \\ Lsw+`T G,+/i.Fr�r1�1'"ti.»�«. '`� .\ \\\\\ .\\\Ng2CL \> TAX MAP # 1000-145-03-a.1 9b LOT Q U DESCRIPTION (FOOTPRINT) AREA COVERAGE p ~ O w Z O ZONING DISTRICT R-40 NON-CONFORMING - TOTAL LOT AREA 21,188.0 S.F. w = vi N LOT AREA 0.5 ACRES EXISTING 2 STORY DWELLING 1,640.0 S.F. 7.7Y Q w >- CofO - ONE FAMILY DWELLING ZIO"T26; OCTOBER 15, 1181 - -� EXISTING WOOD DECK ® TOP OF 105.0 S.F. 0.5% � Z GofO - AGCE55ORY GARAGE W/ BANK � � Z UPSTAIRS DORMER "ROOM Z10726; OCTOBER 15, 1a81 UNFINISHED" EXISTING DETACHED GARAGE 540.0 5.F. 2.535 J F- J CofO - ADDITIONS TO 51NOLE 37070; AUGUST b, 2014 PROPOSED COVERED DECKS 1,215.0 S.F. 5.7% �� d 0 C) FAMILY DWELLING FADE <E� PROPOSED HOT TUB 50.0 S.F. 0.296 O O VARIANCE APPROVAL GRANT #1534; Oa/20/2I �- Ln f� TOTAL AREA OF ALL 5TRUGTUR>=5 3550.0 S.F. 16.8�0 - FROFOSED SEGOND FLOOR $ ROOF � PROJECT LOCATION � z FEMA FLOOD ZONE X �- � RENOVATION ON � ®O I .00 0 &SCOPE � � m **MAXIMUM LOT COVERAGE ALLOWED - 20go - PROPOSED ROOF GO\/ER OVER EXISTING HOOD DECK SITE PLAN & ZONING DATA = p WETLANDS DISTRICT APPROVAL #10027; I I/17/21 OFEN ON S I D NEW OUTDOOR K I TGHEN OOTfi RINT, S; z w NON-JURISDICTION LETTER \\\ .., . \\,\; DEC DISTRICT /� ', W. SF_ tom.. ,\\\\\,.; . PROVIDED : :..,. e ? \.:: GENERAL NOTES - 00 \\......, ...:_. .....,.. \ . ..,\ :;:\\.� \\ HOT TUB ON GONGR�T� i��D REQUIRED I EXIST. PROPOSED COMPLIES PROPOSED t Z OF) O HABITABLE SPACE EXISTING PROPOSED ENERGY TABLE J Tl r0-I \��:` �\\. \.. ,\.': .,.\, RAL DESIGN CHARTS Y , T1 U TURF G7l1 t MI HOT' , .: \• r � Z ?- FRONT YARD 40.0 46.1 42.1 YES105 \: :\ d' FIRST FLOOR AREA 1640 S.F. 1640 S.F. \\ •:;;` , /�^ SECOND FLOOR AREA 1,240 S.F. 1,550 S.F. SIDE YARD 15.0' 85A, 2a.4' YES O-00� .00 HOEDOWN, ANCHOR BOLT, � J N EXIST. PROPOSED COMPLIES STRAPPING, & NAILING DETAILS LSD w � TOTAL BEDROOM COUNT 4 `� BOTH SIDE YARDS 55.0' 125.3' 123.8' YES REAR YARD SIDE NO FASTENING SCHEDULE N O PLACEMENT e� J O REAR YARD 50.0' IO.a' 16.a' NO* MINIMUM SIDE YARD 10.0' T -- 10.0' YES ® FRAMING GRAPHICS *NO PROPOSED WORK OUTSIDE OF EXISTING NON-CONFORMITY FOOTPRINT ZBA GRANT #1534; 5EPTEMBER 20, 2021 BEAM CONNECTION PATTERNS ry FIREBLOCKING DETAILS PROPOSED DEMOLITION PLANS V w SITE PLAN HATCH KEY: 51TE LAYOUT NOTES: 2 U J DRAINAGE: C ALGULA71 ONS I. THIS 15 AN ARCHITECT'S SITE PLAN 4 15 0 J SUBJECT TO VERIFICATION BY A LICENSED PROPOSED BUILDING ADDITION SURVEYOR. THE INFORMATION DRAINAGE SYSTEM CALCULATIONS REPRESENTED ON TH15 51TE PLAN 15 TO THE A- 1 O2 .00 PROPOSED FOUNDATION PLAN Q I PROPOSED 2ND STORY ALTERATION DRIVEWAY AREA= 2,5a5 Scl. Ft. ARCHITECT'S BE5T OF KNOWLEDGE. } a 2,5c15 5cL. Ft. X 0.17= 441.15 ; PROPOSED ACCESSORY 441.15/42.2= 10.45 VERTICAL FT. OF V DIA POOL REQUIRED 2. SURVEY INFORMATION WAS OBTAINED PROVIDE (2) 8' DIA. X 5' (I) 8' DIA. X 2' STORM DRAIN POOLS FROM A SURVEY DATED NOVEMBER 10, ; � 2014 AND PREPARED BY: _ s2o°oo'oo"E m w NATHAN TAFT GORWIN III PROPOSED FIRST FLOOR PLAN 1556 MAIN ROAD - - - - -_ _ - - 165.0' JAME5PORT N.Y. I1a47 O � } ,' � �/ TELEPHONE: (63U 727 2010 I m I I PROPOSED HOT TUB ON 4" GONG. SLAB; o �'/',� It- 104.00 PROPOSED SECOND FLOOR PLAN �_ IX 1 j CONNECT TO NEAREST O AGGE550 Y SETBACK f DRY WELL 10.0' 0000 000 C� m PROPOSED EXTERIOR ELEVATIONS N EXISTING DETACHED I ❑ �'.',',�' ,6.0, 2 STORY GARAGE EXIST. OPOSED EXIST. SEPTIC BLRUE5TO E PAVER - ,00 PROPOSED EXTERIOR ELEVATIONS 3.4' 22.2' PATH EXIST. I EXIST. 1 STORY EXISTING m DWELLING _�Q 1 .®� BUILDING SECTIONS OUTDOOR � SHOWER EXISTING WOOD ,','�/ O m DECKING AND I STAIRS WITH EXISTING 2 STORY RAILING DWELLING; PROPOSED FIRST 8 i ,�'�',' ALL EXISTING 55A, 6.7 SECOND FLOOR R (0.0' ,/ PROP \ , '/ EXIST. 8 0 �_ ' ' ' BURIED PIPING - ALTERATION MIN. , ,/ VISIBLE ® BLUFF ®4CJ I .00 DESIGN DETAILS b•7 D.W. / 8.7 ,' TO BE REMOVED MODIFIED ASPHALT I \ ' %�/ w DRIVEWAY \ / '�' MODIFIED WALKWAY / 50' REAR YARD SET�3AGK v EXIST. ' - 1 1 .®® PROPOSED STRUCTURAL PLANS EX ST. TREE TO I RE AIN I PROPOSED STRUCTURAL PLANS o 25.3' PROJECT: Lu 85.a' 8.3' ��,�,�/ z PROPOSED STRUCTURAL PLANS SAN CH EZ d EXIST. v EXIST. U I w //%,,/ �Q UTILITY Q z ��• EXIST. DECK Q ,/� �/ ,� RENOVATION I I POLE m Q FOOTPRINT ►u ~ �IIn 0 REPLACED W/ NEW IL _ STONE PATIO b or NEW ROOF COVER I ® I G� .00 DWV/ WATER SUPPLY RISER 515 SOUTH OAKWOOD ROAD a I o PROF. y} `° EXISTING THE GAS RISER MATTITUCK NY 11952 TO REMAIN / oIIL DRAWING � G TITLE: 3o.a PROP. ti :,•. :'..`. i" PROJECT LOCATION &SCOPE PRO 40' FRONT YARD SETBACK - .•. _ ; �� ., „.g ��; `� � ` SITE PLAN & ZONING DATA N I I NEW OUTDOOR NEW OUTDOOR \; �tt � FIREPLACE i .`. tn KITCHEN lu vj -1 PROP. g „.• ga plkg PAGE: + , ` / / / / 4` K s' § � :J'; �.ma° \ ?` ..•, F...�x jai ., j-f 8.O yj , - \ D.W. I PROPOSED 6 I I I / NON-TURF BUFFER; _; Y, w` �`.,a Y WOOD CHIPS G-001m00 3 a - V1 . DATE: 02/08/22 1 OF 16 t n � tea ` .,. i y -, - i t;. ,. - ., /C O N20°00'00"W 165.01 SOUTH O A K W O O D R O A CD SITE FLAN ROGATION MAC' SCALE: I" = lo'-O" SCALE: NTS NOTES Sim ,I F I C,A71 ONS CARPENTRY WOOD FRAMING MATERIAL STANDARDS FOUNDATION, CONCRETE AND MASONRY l"' 55RE Y I AT I O I VS a- � I. ALL LUMBER SHALL BE DOUOLA5 FIR LARCH #2 4 BETTER (Fb = 515) UNLESS THE PROVISIONS OF TH15 STANDARD ARE NOT INTENDED TO PREVENT THE USE I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EX15TINO FOUNDATION AS IT U IT 15 THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDED OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE BD. BOARD INSUL. INSULATION Q 1_- TO6ETHER AT ALL TIMES. IT IS ALSO THE CONTRACTOR'S RESPONSIBILITY To READ ALL NOTES, PRESCRIBED HEREIN. WHEN IT CAN BE 5HOWN, AND THE AUTHORITY HAVING SUB-CONTRACTOR5 IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF 0 SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK 2• ALL LUMBER IN CRAWL SPACES TO BE 15" ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. BFE BASE FLOOD ELEVATION INT. INTERIOR W Z C) 5" MIN. FOUNDATION EXPOSURE. AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR W = N GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 2. ALL FOOTIN65 TO BEAR ON FIRM, VIRGIN,UNDISTURBED SOIL BLOC. BUILDING -I IKIPS (1000 LBS) J W Tq GENERAL 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THIS DOCUMENT I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"xb", UNLESS (I) 2"xb" (THIS DOCUMENT IS TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD 3. 501E TO HAVE MIN. BEARING CAPACITY OF (I) TON/SQ. FT., U.O.N. BM BEAM MANU. SPEG.'s MANUFACTURER'S SPEGIFIGATIDNS ci W �'; APPLICABLE BUILDING DEPARTMENT. 15 NECESSARY TO MATCH FLOOR HE16HT5 WITH THE EXI5TIN6 STRUCTURE. COUNCILS WOOD FRAME CONSTRUCTION MANUAL AND THIS P5 FORMAT, A5 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. APPLICABLE AS A DERIVED WORK). 4. FOOTINGS TO REST A MIN. OF 4'-O" BELOW GRADE,UNLESS B.O. BOTTOM OF MAX. MAXIMUM . � Z 4. AT FLUSH FRAMING USE I6 GAGE METAL JOISTS HANGERS BY "TEOO" OR OTHERWISE NOTED ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, _ m Z STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. BOT. BOTTOM MECH. MECHANICAL _ PREFABRICATED WOOD I-JO15T5, STRUCTURAL COMPOSITE LUMBER, 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N. J J 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL GORES 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES, 6YP5UM, HARDBOARD, AND STRUCTURAL B.O.W. BOTTOM OF WALL MIN. MINIMUM I- Ln Y FLOORS, ROOFS, AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS AND AUTHORITIES HAVING JURISDICTION. C) C) RULES SPECIFIED IN I.I THROUGH 1.8. UNTIL I TIER OF FRAMING IS IN PLACE. 0.J. CEILING JOIST NAVD88 NORTH AMERIGAN VERTICAL DATUM OF Ig88 0 b. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, ' p 0 4. ALL ONNER/ OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, ?. FOOTINC75 TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. >_ Ln an OF THE OWNER/BUILDER INCLUDING END-JOINTED AND EDGE-GLUED LUMBER, COL. COLUMN NYG BG NEW PORK CITY BUILDING CODE SHALL BE IDENTIFIED �' �" m "1. ALL BEAMS, 61RDERS, ETC. TO HAVE MIN. OF 5-1/2" BEARING BY THE CRADEMARK OF A LUMBER GRADING OR INSPECTION AOENGY 8. ALL OPENINGS FOR BEAM POCKETS, UTILITIES,ETC. TO BE FILLED Z 5. ANY OMISSIONS OR D15CREPANGIES OF PLANS AND/OR JOB CONDITIONS WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE 50LID WITH CONCRETE. GONT. CONTINUOUS O.G. ON CENTER p SHALL BE CLARIFIED WITH THE ARGHITEOVENOINEER BEFORE PROCEEDING 8. MIN. HEADER TO BE (2) 2"xl0" UNLESS OTHERWISE NOTED. AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE DBE. -� DOUBLE f OGG. OCCUPANCY = a WITH THE WORK. AMERIC A L SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR q. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE 6-003. F- it 6. NO DEVIATIONS OR CHANOE5 TO THE STRUCTURAL SYSTEM SHALL BE MADE q ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE INSIGNIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE DFE DESIGN FLOOD ELEVATION PBFE PRELIMINARY BASE FLOOD ELEVATION Q W UNLESS APPROVED BY THE ARGHITEGT/ENGINEER. P.T. REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-qq. 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS OF 4po0 P.5.1.,U.O.N. I DIM. DIMENSION P. GONG POURED CONCRETE -'� 00 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET 1. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ON PAGE 6-003. GENERALLY, SHEATHING 15 OF 1/2" THICKNESS ON WALL5 AND THE PROVISIONS OF ANSI/ALTO A I qO.1 STRUCTURAL GLUED LAMINATED 11. GONG. SLABS TO REST ON MIN. OF b" FINE GRAVEL OR SAND WITH > It p BEFORE THE START OF FRAMING ROOF AND 15 OF GDX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER D.J. DECK JOISTS PL. PLATE Z G) (D FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENT5 WHEN ..J Tq 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL GORES. APPLICABLE. 1.5. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. EA. EACH PLYWD. PLYWOOD � r-I p WOOD ]-JOISTS SHALL MEET THE PROVISIONS OF ASTM D5055 z >- It q. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE 11. SUB FLOORING, GENERALLY, TO BE OF 5/4" THICKNESS AND OF GDX GRADE. STANDARD SPECIFICATION FOR E5TABL15HING AND MONITORING 15. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - ELEV. ELEVATION P.T. PRE55URE TREATED Q Z T-I NAILING AS PER FASTENING SCHEDULE ON PAGE 6-003 AND GLUED, U.O.N. STRUCTURAL GAPAGITIES OF PREFABRICATED WOOD I-JOISTS, THI5 (1) WALL TIE PER (5) 50. FT. Ix DOCUMENT, THE GOVERNING BUILDING CODE AND ANY ADDITIONAL EQUIP. EQUIPMENT REQ'D REQUIRED ILLW 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, CERTIFICATES, CERT. OF OCGUPANGY OR COMPLETION AND U.L. APPROVAL 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, CD APPROVED EQUAL. EVALUATION REPORT. MAX. 32'-O" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. EXIST. EXISTING Rl 1 RI5ER Lo Ix T'I 11, THESE SET OF DRAWIN65 ARE THE PROPERTY OF ANTHONY PORTILLO, RA I` =) LA AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 15. BLOCK EXTERIOR 57UD WALLS AT HALF STORY HEIGHTS AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. EXT. EXTERIOR RM. ROOM p Q PERM155ION FROM THE ARCHITECT. UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. U51NO STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF FROM FOOTING TO 2" ABOVE FINISH GRADE. Tq J A5TM D5456 STANDARD SPECIFICATION FOR EVALUATION OF A.I. FRESH AIR INTAKE R.R. ROOF RAFTER 12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND IS 14. PROVIDE 'X' OR055 BRACING AT JO15T5, 5TUD5, AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THI5 DOCUMEN, THE 16. NO CONCRETE OR MASONRY WORK IS TO BE PERFORMED IN TEMPERATURES RESPONSIBLE FOR DESIGN INTENT ONLY. EXCEED 8'-O" AND AT EVERY b'-O". GOVERNING UILDIN6 CODE, AND ANY ADDITIONAL REQUIREMENT5 AS OF 40°F AND FALLING, UNLE55 APPROVED BY ARCHITECT/ENOINEER. NO FAR FLOOR AREA RATIO STL. STEEL 15. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNER5, 5EE AL50 PAGE SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. CONCRETE SHALL BE PLACED ON FROZEN SURFACES. F.A.V. FRESH AIR VENT 5.V. SMART VENT W G-005. 1.5. PREFABRICATED WOOD TRUSSES: A55EMBLIF-5 U51NO PREFABRICATED 1.1. NO ADDITIVES SHALL 5E PLACED IN CONCRETE UNLESS SPECIFIED BY e 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL WOOD TRUSSES SHALL MEET THE PROVISIONS OF THIS DOCUMENT, THE ARCHITECT/ENGINEER. FF FINISHED FLOOR TBD TO BE DETERMINED � TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL I6. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS GOVERNING BUILDING GORE, AND ANY ADDITIONAL REQUIREMENTS AS H RUBBISH, WASTE MATERIALS,TOOLS,ETC., GLEAN 6LA55 AND LEAVE WORK NECESSARY. SET FORTH IN ANSI/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE 15. PROVIDE BITUMINOUS JOINTS BETWEEN 5LA55 AND FOUNDATION WALLS AND FF ELEV. FIRST FLOOR ELEVATION TEMP CL. TEMPERED GLASS W BROOM GLEAN. CONNECTED WOOD TRU55 CONSTRUCTION, THE TRU55 DESIGN DRAWIN65, WHERE EVER APPLICABLE. I1. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES G-003. OR THE MANUFACTURER'S CODE EVALUATION REPORT. F.J. FLOOR JOISTS THK. THICK H 0 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL Iq. UNLE55 OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A V J LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES le). AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. 1.6. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL MIN. 10" DEEP PROJEGTIN6 6" ON EACH SIDE OF THE FOUNDATION WALL. FOUND. FOUNDATION T.O.W. 11 TOP OF WALL AND ORDINANCES. GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB MEET THE PROVISIONS OF ASTM 036 SPECIFICATION FOR GYPSUM PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK I IIx FLOOR SHALL NEVER EXCEED A IV' SPAN. WALLBOARD, ASTM 05-7 SPECIFICATION FOR OYP5UM LATH, OR ASTM C"1q CONCRETE 5LAB5 To HAVE bxb 10/10 WELDED WIRE REINFORCING. FRGE FLOOD RE515TANT CONSTRUCTION ELEVATION Tr 11 TREAD Q I6. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF SPECIFICATION FOR GYPSUM 5HEATHIN6 BOARD. THE 5UB-CONTRACTOR5 FOR A PERIOD OF AT LEAST ONE YEAR AFTER -1 - COMPLETION OF PROJECT. Iq. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED FR. FRAME [TYP. I TYPICAL ;1, AS PER PAGE 0-005. 1.1. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL AS IN SOLID 4 SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. IV' WIDE x 5" MEET THE PROVISIONS OF ANSI/AHA A135.4 BASIC HARDBOARD OF DEEP 4 V-O" BELOW GRADE. FRPR. FIREPROOF U.O.N. UNLESS OTHERWISE NOTED I'1. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, 20. "P.T." SPEGIFIE5 PRESSURE PRESERVATIVELY TREATED LUMBER IN ANSI/AHA AL35.6 HARDBOARD SIDING. 'l ARGHITECT/ENOINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND ACCORDANCE w/ AWPA G22;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING SITE WORK FTC. FOOTING RT. VERTICAL11 TREAT LUMBER w/ COPPER NAPTHENATE WHICH SHALL CONTAIN 2`76 COPPER Ib STRUCTURAL PANELS: �. ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF I. STAKEOUT IS TO BE PERFORMED BY A LICENSED SURVEYOR11 THE WORK PROVIDED THAT ANY 5UGH CLAIM, DAMAGE, LOSS OR EXPENSE (A) METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD GYP. BD. GYPSUM BOARD V.I.F. VERIFY IN FIELD ''� � 15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO A55OR55 ND MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, lb.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL 2• VERIFY ALL GIVEN DATA ON DRAWIN65. IF THERE 15 A DISCREPANCY, CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE RECEIVE CLARIFICATION FROM ARCHITECT/ENGINEER PRIOR TO PROCEEDING. H.D. HOLD DOWN W/ WITH INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK MANUFACTURER SUCH AS: HANGERS, NAILS, SCREWS,FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD 1 (P5 1) CONSTRUCTION AND ITSELF INCLUDING THE L055 OR USE RESULTING THEREFROM). (5) 15 CAUSED IN ETC. FOR LOCATIONS SUCH AS: LEDGER BD., 5ILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY 5. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. HDR HEADER WD. WOOD .11 WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR STOCKPILE TOPSOIL OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE SITE. STOCKPILE ALL EXCAVATED MATERIALS. HNCR HANGER ZR ZONING RESOLUTION EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. BE LIABLE REGARDLESS OF WHETHER OR NOT IT IS CAUSED IN PART BY A A. TRUSS JOIST MGMILLIAN IAE MIGROLAM 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE HOR. HORIZONTAL PARTY INDEMNIFIED HEREUNDER. B. 6EORGIA PACIFIC 2.OE 6-P LAM Ib.2. ORIENTED-STRAND BOARD (OSB), WAFERBOARD ORIENTED-STRAND ROOTS, ROCKS, AND DEBRIS, ALL SURPLUS MATERIAL THAT 15 UNSUITABLE I8. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING P5L (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. UT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING A. TRUSS JOIST McMILLIAN 2.OE PARALLAM THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR ALL TO BE INSTALLED AS PER MANU. SPEC.s PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT 5. PROTECT TREES WITHIN E1B 6HT FEET OF THE BUILDING. INSULATION ¢ FENESTRATION RQU I RMNTS TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPEGIFIGATIONS, STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR APPLICABLE GORES AND 600D PRACTICE. DEVIATIONS FROM THE DRAWINGS 22• I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS. FRAMING MATERIAL STANDARDS SECTION, THE GOVERNINO BUILDING CODE, AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN 6LA55 WINDOWS AND DOORS AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURERS lb.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL AUTHORIZATION OF THE ARGHITEGT/ENGINEER. I. ALL 6LA55 TO BE INSULATED LOW-E, UNLE55 OTHERWISE SPECIFIED. PROPOSED DESIGN CODE PRESCRIPTIVE VALUE COMPLIES CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO ANSI A208.1 AND ANY COMPONENT REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE VALUE CITATION (PER 2020 NY5ECCC) Iq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS 2. 6LA55 DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER NEEDED, UNLE55 OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS 25. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL EVALUATION REPORT. CLEARANCES ARE PROVIDED. PERTAINING ARE TO BE FIELD VERIFIED. NOT BE GUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE OUTER THIRDS OF THE SPAN SHALL NOT EXCEED O,,!F-9iXTH OF THE ACTUAL 1.5.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS U-VALUE = 0.25 MAX.U-VALUE =032 RAFTER DEPTH. WHERE NOTCHES ARE MADE AT :BvPPORT5 THEY SHALL NOT SHALL MEET THE PROVI5ION5 OF AN51/AHA AIg4.1 CELLULOSIC 3. ALL SLIDING 6LA55 DOORS, SKYLIGHTS, AND ANY CLASS UNIT INSTALLED FENESTRATION U-VALUE AIR LEAKAGE - 0.50 CFM/SF MAX.AIR LEAKAGE = 0.50 GFM/5F YES 20. CONTRACTOR TO REMOVE 4 RELOCATE AS REQUIRED ALL EXISTING WORK EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. ORED HOLES ARE LIMITED FIBERBOARD OR ASTM 0205 STANDARD SPECIFICATION FOR W .3 WITHIN 15" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED 6LA55, PER R402.4 4 TABLE R402.1.4-CLIMATE ZONE 4 WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. UNLESS OTHERWISE NOTED. IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC FIBER INSULATING BOARD. MIN.R-VALUE= 4q HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO ''I•"-.TOP OR BOTTOM EDGES. GEILIN6 R-VALUE R-4q BAIT INSULATION YES21. ALL MATERIALS ARE TO BE INSTALLED A5 PER MANUFACTURERS 4. ALL 6LA55 UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH PER TABLE R402.1.2 -CLIMATE ZONE 4 1.8.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN SPECIFICATIONS, UNLESS NOTED OTHERWISE. 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. MANUFACTURER'S SPECIFICATIONS. CATHEDRAL 0EILIN6 SPRAY FOAM INSULATIONMIN.R-VALUE = 49YES 22. PROVIDE FIREBLOGKIN6 AS PER NEW YORK ACCESSIBILITY STANDARDS. MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD 1 5. ALL WINDOWS TO BE CAULKED AND 5EALED AS PER NEW YORK STATE R-VALUE 1�1� ICK(RmVINCH) PER TABLE R402.12 -CLIMATE ZONE 4 THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED (PS- 1), THE GOVERNING UILDIN6 CODE, AND ANY ADDITIONAL ENERGY CONSERVATION GON�;TRUGTION CODE. EXTERIOR -- HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY OF THE HOLE SHALL NOT BE CLOSER THAN 5/6" TO THE EDGE OF THE STUD. REPORTS. FRAME OHALL R-VALUEHOOD R-2I BAIT INSULATION �R RAVBLE F'40202-CLIMATE ZONE 4 '�5 UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS NOTCHES AND HOLES SHALL NOT OCCUR IN THE l_ 'k,l= 6. PROVIDE FLASHING PANS UNDER ALL 5LIDIN6 6LA55 DOORS, WINDOWS, OR GROSS-SECTION. „ COPYRIGHT PROTECTION ACT OF Iclgo (AWGPA), WHICH HAS SEVERE PENALTIES. 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL ANY OTHER TYPE OF 6LA55 UNIT WHEN WITHIN 6 OF AN EXTERIOR SURFACE. EXTERIOR(2"x4"EXISTING) R-21 SPRAY FOAM INSULATION MIN.R-VALUE = 20(CAVITY) 25. FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM 15 USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.'12 -CLIMATE ZONE 4 YES CONTRACTORS ATTENTION IS DIRECTED TO THE APPLICABLE DETAILS, 'i. ALL EXTERIOR DOORS ARE TD BE WEATHERED 5TRIPPED AND PROVIDE ALL WALL R-VALUE CODES AND REFERENCE STANDARD: NOTES, AND TABLES ON PAGE 6-003 4 6-004. THE FASTENING SCHEDULE SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW PORK 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH ANSI/ASME B 15.2.I SQUARE AND MIN R-VALUE = Iq N SPECIFIES THE RFOV NAILING FOR THE SHEATHING(ANY NAILING FLOOR R-VALUE R-30 GATT INSULATION E I YES H STATE BUILDING CODE, 2020 NEW YORK STATE RESIDENTIAL CODE, 2020 SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING HEX BOLTS AND SCREWS (INCH SERIES). &. ALL OLASS IS TO BE FREE OF SCRATCHES AND IMPERFECTIONS. 6LA55 PER TABLE R402.12-CLIMATE ZONE 4 w NEW PORK STATE PROPERTY MAINTENANCE GORE, AND 2020 NEW PORK SCHEDULE). HOLDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. E STATE ENERGY CONSERVATION CONSTRUCTION CODE. 2 2 2. LAG SCREWS: LA6 SCREWS OR LAG BOLTS SHALL COMPLY WITH ANSI/ SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS 4 MANU. SPEC.'S). TO STATEMENT: ASME BI8.2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). q, ALL WINDOWS TO BE PELLA, IF CONTRACTOR 15 TO SUBSTITUTE WITH To THE BEST OF MY KNOWLEDGE,BELIEF,AND PROFESSIONAL JUDGMENT,THESE PLANS AND SPECIFICATIONS ARE IN O HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. COMPLIANCE WITH THE 2020 NY5 ENERGY CONSERVATION CONSTRUCTION CODS USING CHAPTER 4[RE]. V 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF 2.2.3. TRUSS METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES ANOTHER WINDOW MANUFACTURER, IT IS THE RESPONSIBILITY OF THE WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2018 WOOD FRAME CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH 26. COLUMN BEARING AS FOLLOWS: SHALL MEET THE REQUIREMENTS OF AN51/TPI I NATIONAL DESIGN CONSTRUCTION MANUAL BY THE AMERIGAN FOREST 4 PAPER ASSOCIATION T WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/ END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, CHARACTERISTICS ARE AS FO L D OWS, BELLA UT NOTLIMITED TO: DESIGN PRESSURE, (AF4PA) AMERIGAN WOOD COUNCIL (AWG). TREATED WOOD 4 FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE 6OVERNIN6 BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS ROUGH OPENING, U-FACTOR, L16HT AREA, VENT AREA, AND EGRESS 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE WALL w/ STEEL SHIMS 4 A MIN. 5/4 OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURERS CODE EVALUATION REPORTS. REQUIREMENTS. PLUMBING GORE. SECURE w/(2) 1/2" 0 ANCHOR BOLTS (4" LONG EXPANSION BOLTS EXIST. WALLS 4 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND 10. WINDOWS IN 7UB/5H0l^ER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE Q 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. 16" GAGE ARE SPECIFIED, MINIMUM A5TM A653, 5TRUGTURAL QUALITY, TEMPERED GLASS. MECHANICAL CODE AND 2020 NEW YORK STATE FUEL GAS CODE. WIDE 3 COURSES OF SOLID BRICK MASONRY Or ® POSTING, U.O.N). GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL 'T' �L� 7301 '7 HOWEVER, WHEN COLUMN OR PO5TIN6 15 PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENTS OF THE 60VERNIN6 UILDIN6 GORE AND ANY 11. EXTERIOR GLAZING SHALL BE PROTECTED FROM WINDBORNE DEBRIS. CLIMATIC $ OEOGRAPHIC DESIGN CRITERIA 5. ALL ELECTRICAL WORK SHALL CONFORM TO 20I1 NATIONAL ELECTRIC IN A 5HEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS PROJECT' CODE, NFPA-70 AND 2020 NEW YORK STATE ENERGY CONSERVATION STANDARD 5HEARWALL HARDWARE (w/ NOTED VALUES) 4 ANCHOR BOLTS, CODE EVALUATION REPORTS. MISSILE TEST OF A5TM Elggb AND ASTM E1886 AS MODIFIED BY 2020 NY5 BG SECTION 501.2.1.2.1. 6ARASE DOOR GLAZED OPENING PROTECTION SHALL MEET GROUND SNOW LOAD 25 LBS G SANCH EZ CONSTRUCTION GORE. U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN. BENT PLATE B LONG 225 NAILS: NAILS SHALL COMPLY WITH A57M F I667 STANDARD THE REQUIREMENTS OF AP4 APPROVED IMPACT-RE515TANT STANDARD OR w/ b" RISE 4 w/(2) s/4"� BOLTS THROUGH CENTER LINE OF VERTICAL LE65 SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. ANSI/DASMA 115. STRUGTURA�L MEMBER A�LLOW,4BLE SET 6 BASIC WIND SPEED 130 MPH MIST., U.O.N. - ADDITIONAL INFO. IS FOUND ON PAGE 6-003. DEFLECTION RENOVATION GENERAL WIND PROTECTION CONNECTION NOTES: . . . - ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL 226 PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES 12. AS AN ALTERNATIVE TO NOTE #II ABOVE, WOOD STRUCTURAL PANELS WITH CONSTRUCTION;SSTD 10-qq AND 2018 SBG HIGH WIND EDITION WOOD FRAME ASPHALT ROOFING SHINGLES SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE A THICKNESS OF NOT LEES THAN J" AND A SPAN OF NOT MORE THAN D' SHALL RAFTERS HAVING SLOPES GREATER THEN 5/12 EXP05URE CATEGORY B AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE L/I60 CONSTRUCTION I. ALL SLOPED ROOFING SHINGLES SHALL BE GAF-GLA55-A ASPHALT ROOFING BE PERMITTED AS GLAZING PROTECTION. PANELS SHALL BE PRECUT AND W/ NO FINISHED GEILIN6 ATTACHED TO RAFTERS SHINGLE5 OR APPROVED EQUAL. MANUFACTURERS CODE EVALUATION REPORTS. c I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, ATTACHED TO THE FRAMING aURROUNDINb THE OPENING. PANELS SHALL BE SEISMIC DESIGN CATEGORY B FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS 5CREW5: 5CREWS SHALL COMPLY WITH ANSI/ASME B le.h 1 2. . . 2. SHINGLE5 SHALL BE APPLIED OVER 15# BUILDING FELT, UNLESS OTHERWISE 2. 1 PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE INTERIOR WALLS 4 PARTITIONS H/180 WEATHERING SEVERE 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT NOTED. ALSO, CONTRACTORS OPTION TO APPLY OAF-WEATHER-WATCH ICE WOODSCREWS (INCH SERIES). R301.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT 515 SOUTH OAKWOOD ROAD INCLUDED IN THE STANDARD UILDIN6 CODE, SECTION 2306 OF IBC SHALL CORROSION-RESISTANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED AND WATER BARRIER FROM EDGE OF EA FLOORS 4 PLASTERED CEILINGS L/360 BE USED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. LINE. 4 24" FROM ALL VALLEYS, AND ROOF OF FL FLASHSH INSIDE EXTERIOR WALL ING CONDITIONS. MECHANICAL CONNECTIONS: ON THE BUILDING. FROST LINE DEPTH 3'-O" MATTITUCK NY 11952 3. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED 3. PROVIDE FLA5HIN6 NECESSARY FOR WATER TIGHT AND WEATHERPROOF I. ALL MECHANICAL CONNECTIONS SPECIFIED AS "SIMPSON" MAY BE ALL OTHER STRUCTURAL MEMBERS L/240 TERMITE MODERATE TO HEAVY DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL CONSTRUCTION. SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. PLUMBING DRAWING TITLE: AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360 4. ROOFING IS TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED I. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT (DWV) ICE BARRIER REQUIRED YES 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL SPECIFICATIONS. BY "SIMPSON MANUFACTURER. SYSTEMS TO NY5 PLUMBING CODE AND NY5 DEG REGULATIONS. EXTERIOR WALL5 - WIND LOADS W/ BRITTLE FINI5HE5 L/240 GENERAL NOTES SHEATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS 5. NAILING OF ROOFING SHALL BE TO GORE. 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. ENERGY TABLE AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. INDICATED IN SIMPSON PRODUCT LITERATURE. THERE MAY BE SEVERAL EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES, L/120 6. CORROSION RE515TANT II GAGE ROOFING NAILS AND I6 GAGE STAPLES ARE LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANGES IN DIRECTION STRUCTURAL DESIGN CHARTS 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPP051NO PERMITTED LOADING VALUES ARE LE55 THAN WHAT 15 SPECIFIED BY "SIMPSON" AND AT BASE OF VERTIG4L WASTE PIPES. . RAFTERS EXCEPT WHERE COLLAR TIES OF INN' OR 2"x4" LUMBER 15 LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF -1• PROVIDE (2) LAYERS OF 15# ASPHALT UILDIN6 FELT UNDERLAYMENT FOR 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT I/8" PER RAFTERS. 2:12 PITCHES TO 4:12 PITCHES FOOT. 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER STRUCTURAL DESIGN LOADS PAGE: 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. 8. ASPHALT 5HINGLE5 SHALL BE TESTED TO DETERMINE THE RESISTANCE OF MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. 5. GENERAL TRAP AND WASTE SIZES AS FOLLOWS, UNLESS OTHERWISE NOTED: THE SEALANT TO UPLIFT FORGES USING ASTM D 65N. - DI5H WASHER.........................................211 -1. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 48 AND EVERY 6. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER - KITCHEN SINK........................................2" 16" WITHIN 4' OF EXTERIOR CORNERS. SPECIFICATIONS OF THE PRODUCT BEING INSTALLED - LAVATORY..............................................2" USE LIVE LOAD DEAD LOAD GYPSUM WALL BOARD - SHOWER/TUB.........................................2" G-OO2mOO I. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT -7• VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY - TOILET.......................................................3" 8. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLAT= SHALL BE ANCHORED EXTERIOR BALCONIES 40 psf 15 psf TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER COMPOUND METHOD. ARCHITECT - LAUNDRY ................................................2" OF J" AND 3"x3"x�" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE - FLOOR DRAIN.......................................... " DECKS PROVIDED WITHIN b TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR 8. ALL CONNECTORS SPECIFIED AS A SIMPSON TOP MOUNTED BEAM 40 psf 15 psf BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF T' IN CONCRETE/MASONRY OTHERWISE UM B AWATER RE515TANT W:!J AT BATHROOMS AND WHERE HANGER SHALL BE ALLOWED TO BE 5UI35TITUTED WITH A TOP MOUNTED b. ALL SYSTEMS TO HAVE ONE 5" MAIN VENT STACK AND INCREASED TO 4" 1. ALL NEELECTR1 WLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM DATE: 02/08/22 2 OL16] FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS DEEMED APPLICABLE. BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. THROUGH ROOF. TO 201-I NATIONAL ELECTRIC GORE, NFPA 10 AND 2020 NEW YORK STATE PA55AN6ER VEHICLE GARAGES 50 psf A5 PER PLAN AND AT SPACINO NOT EXCEEDING 4' ON CENTER. 1. PROVIDE FROST-PROOF HOSE BIBS WITH EA51LY ACCESSIBLE DRAIN 4 ENERGY CONSERVATION CONSTRUCTION CODE. 3. 5/8", ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON CEILING AND WALLS SWIMMING POOL 4 HOT TUB DRAIN GOOKS AS REQ'D.HOSE BIBS SHALL BE PROVIDED WITH BAGKFLOW ATTIG5 WITHOUT STORAGE (MAX CLEAR HOT( 42") 10 psf 15 psf (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET I. IN-GROUND POOLS SHALL BE DESIGNED AND CONSTRUCTED IN CONFORMANCE PROTECTION. 2. CONTRACTOR W ILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON INSULATION IN EACH DIRECTION BEYOND THE UNIT(S). ALSO AT HEAT PRODUCINO WITH AN51AP5P/IGG 5 (AMERIGAN NATIONAL STANDARD FOR RESIDENTIAL COMPLETION OF WORK. A77I05 WITH STORAGE (MAX CLEAR HOT > 42") 20 psf 15 psf I. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL INGROUND 5WIMMIN6 POOLS, 201U 8. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA 72: p p �� FIBERGLA55 BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. CONCRETE PANELS OF 5/8" THICKNE55 MINIMUM. WITH BACK FLOW PROTECTION. '� FOIL TO BE PLACED TOWARD WARM SIDE. 2. PERMANENTLY INSTALLED 5PA5 AND HOT TUB5 SHALL BE DESIGNED AND - GENERALLY,VERIFY OR PROVIDE HARD WIRED ROOMS OTHER THAN SLEEPING ROOMS 40 psf 1'5 psf N� h1 ;A 4. FIN15H JOINTS, J-BEAD5, NAIL DIMPLES, CORNERS,AND EDGES SHALL BE CONSTRUCTED IN CONFORMANCE WITH AN5IAPSP/I0G b (AMERIGAN NATIONAL SMOKE DETECTORS w/BATTERY BACK-UP IN: ^ q. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL O . 2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS STANDARD FOR RESIDENTIAL PORTABLE SPAS AND SWIM SPAS, 2015) HEALTH DEPARTMENT STANDARDS AND REGULATIONS. A. EACH 5LEEPING ROOM SLEEPING ROOMS 30 psf 1'5 psf �� '�`� � WALLS FROM 6" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. 2 a ' , C" ';.ACONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE 3. AN OUTDOOR SWIMMING POOL SHALL BE SURROUNDED BY A TEMPORARY 10. APPROVAL AND INSPECTION IS REQUIRED BY LOCAL JURISDICTION PRIOR Ac .s : 6(a B. OUTSIDE OF EACH SEPARATE 5LEEPIN6 STAIRS 40 sf 15 sf I FOUNDATION WATERPROOFING. 5. METAL CORNER BEAD TO BE USED ON ALL OUT5IDE CORNERS AND AROUND BARRIER (MINIMUM 45" IN HEIGHT) DURING INSTALLATION OR CONSTRUCTION TO CONGEALMENT OF PLUMBING. p p AREA IN THE IMMEDIATE VICINITY OF ALL OPENINGS. THAT SHALL REMAIN IN PLACE UNTIL A PERMANENT BARRIER IN COMPLIANCE 3. GENERALLY, UNLE55 NOTED OTHERWISE, INSULATE AS FOLLOW5: WITH LOCAL AND STATE RESIDENTIAL BUILDING CODES 15 PROVIDED. 11. NOTCHING AND BORING OF STUDS, JOISTS, RAFTERS AS PER UILDIN6 CODE. THE BEDROOMS (GENERALLY THE HALLWAY) GUARDRAILS AND HANDRAILS 200 psf 115 psf N1A - q" R-50 FOR FLAT CEILINGS 6. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PAGE G-003. NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED '9 037 U� - 8.25" R-30G FOR VAULTED AND CATHEDRAL CEILINGS 4. SWIMMING POOLS SHALL BE COMPLETELY ENCLOSED BY A PERMANENT NOR ANY POTENTIAL DAMAGE THEREOF. G. EVERY LEVEL OF DWELLING �� .10 - 3.5" R-15 FOR 2"x4" WALL CONSTRUCTION BARRIER OOMPLYIN6 WITH SECTIONS R326.4.2.1 THROUGH R326.4.2.6 OF THE (BASMENT, FIRST FLOOR, 4 SECOND FLOOR, ETC,) 12 psf FOR ATTIC OF N�� - 5.25" R-21 FOR 2"xb" WALL CONSTRUCTION 2020 NY5 RESIDENTIAL CODE. ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 psf 15 pst FOR LATH. - 5.25" R-21 FOR FLOORS MECHANICAL, FUEL OAS: 5. BARRIERS, BARRIER GATES, LATCHES, ALARMS AND MECHANICAL FUNCTIONS I. MECHANICAL AND FUEL 6A5 5Y5TEM5 SHALL COMPLY w/THE SHALL COMPLY WITH SECTIONS R326.4.2.77 THROUGH R326.1.3 OF THE 2020 NY5 *ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH NY5 MECHANICAL CODE AND FUEL 6A5 GORE RESIDENTIAL CODE. A5CE '7-10 (MINIMUM DESIGN LOADS FOR BUILDIN65 AND OTHER STRUCTURES) # Ol�DOV�lN � � �S T` F 1 C,AL= NA I L I NO/STRAF NCB REQU I RE1�ENTS FOR FASTENING SCHEDULE A a ; 0) ALL HARDWARE TO BE INSTALLED AS PER MANU. SPEC.'s;MANUFACTURER U F L= I F T, SHEAR/ � LATERAL WIND R E S TA N O E NOTE: THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS w Z O 5UB5TITLMON5 MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED (SEE PAGE 5-005 FOR STRAPPING AND NAILING REQUIREMENTS, CN AND ROUGH OPENING FRAMING REQUIREMENTS) _ T4 "ALL 57RAPPINO TO BE Iy4"x 20 GAUGE** -- "SIMPSON" EQUIVALENT - 0520 (COILED STRAP) ALL NAILING I5 A GENERAL 5PEGIFICATION, IT APPLIES UNLESS NOTED OTHERWI5E u j FUSE IOd NAILS IF STRAPPING 15 0\/ER PLYWOOD; TYP. FOR ALL (SCHEDULE AS PER AWG 2015 WOOD FRAME CONSTRUCTION MANUAL TABLE 5.1) W >: FASTENER 5PEG. [::�FA5TENER Z HOEDOWN 'A' HOEDOWN '�' DESCRIPTION O to Z CONNECTION A N A L_ I 'I�C-7 C�R � D Q A TI TY PAG I NO J R � J FOUNDATIONS i- FO NEW $ EXIST. ,ry 0 ENDWALL ROOF � GE I L I NO FRAMING LO Y � � I.DIM's ARE ALL MIN.#'s BASED ON USE OF ONLY A Ibd O O O COMMON NAIL w/o PREBORED HOLES. ENDWALL -'"--f� RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE G-005 PER RAFTER I- Lo Ix(3) 2x FULL (3) 2x FULL CORNER STUD AT RAFTER TO RIDGE 2 2.WOOD 15 A55UMED TO BE D,F,#2 $ BTR. IN DRY USE m HEIGHT STUD HEIGHT STUD CONNECTED TO R.R. 2"TRANSFER SHEAR iv SERVICE Z CORNER STUD GONNEGTION: CEILING J015T TO TOP PLATE (TOE-NAIL) SEE PAGE 0-005 PER JOIST CONNECTED TO 3.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL 0 TRANSFER SHEAR "51MP50N" HDQa 3 8 �ry • • • (EVIDENT DURING INITIAL INSTALLATION)PREBORE THE NAIL CEILING J015T TO PARALLEL RAFTER (FACE-NAIL) SEE PAGE G-005 EACH LAP = 0 FOR STRAP - d COMMON , . HOLE5,SET NEW MEMBER. f— HOLDOWN ANCHOR ® 2-Ibd COMMON • • • Z � 2-I66 COMMON 10" O.G. IF BLOCKED NAILS a EA. END OF STRAP. • CEILING JOIST LAPS OVER PARTITIONS FACE-NAIL) q-Ibd COMMON EACH LAP Q Lu LOCATIONS NOTED NAILS ® 6' O.G. $ • • • 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED NAILS ® 6" O.G. $ ON PLANS 10 O.G. IF BLOCKED CORNER POST '- FOR ROOF 5LOPE5 UNDER 5:12 WITH G.J G.TIES Q. 5.SEE SECTION 6 FOR ANY REG'T TO CLINCH THE NAILS(TO J ()0 CORNER POST �� TIGHTLY BOND THE END OF THE NAIL TO A q0° ANGLE,SEE ° ••••....,� ROOF SPANS OF 24 OR GREATER, GRAPHIC BELOW) COLLAR TIE TO RAFTER (PAGE-NAIL) SEE PAGE 6-003 PER TIE � '� O USE 4 8 d COMMON NAILS ® Z O "SIMPSON" HDQS ~~��` N 6.DIMENSIONS ARE DERIVED FROM THE NOS COMMENTARY T-1 HOLDOWN ANCHOR ® EA. END OF STRAP FOR ROOF BLOCKING TO RAFTER (TOE-NAIL) 2-ad COMMON EACH END J C) LOCATIONS NOTED a c SLOPES OF 5:12 AND GREATER. OR 4SECT10N 12.4-PLACEMENT OF NAILS $ SPIKES E TABLE O ON PLANS RIM BOARD TO RAFTER (END-NAIL) 2-16d COMMON EACH END a Z a GONNEGTION BI 52 AT RAFTER TO TOP PLATE TO STUD WALL FRAMING U- w cfl HOEDOWN INSTALL CONNECTION: Lf7 TqATION OPTIONS: �,.,- • � = Ln 52 TOP PLATE TO TOP PLATE (FACE-NAIL) 2-I6d COMMON I PER FOOT 0 O FOR NEW P. GONG. FOUND.s FOR STRAP - 5 8 d COMMON NAILS HOLDOWN CAST IN PLACE w/ 7/a"O THREADED ROD o. • EA. END OF STRAP: • • I WHEN IN TOWN OF ISLIP OR NAILING TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-I6d COMMON JOIST5 - EA. SIDE FOR EXIST. P. GONG. OR NEWLY GURRED FOUND.'s • • s� 1 • • 1/5",V THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO NOTE"s GEOMETRY EXCEEDS THAT PERMITTED IN �1 [ CONCRETE w/ "SIMPSON" SET(HIGH STRENGTH EPDXY --- I • • MAX. NAILING GRID ABOVE UTILIZE • • STUD TO STUD (PAGE-NAIL) 2-I6d COMMON 24' D.G. ADHESIVE), $ FOR TEMP.'s O°F-40"F USE "SIMPSON" AT I 51MP50N # H2A (OR EQUAL) RAFTER TIE LiJ (HIGH STRENGTH ACRYLIC ADHESIVE) �-_,, HEADER TO HEADER (PAGE-NAIL) I6d COMMON 16" O.G. ALONG EDGE5 FOR TOENAILING - 3 8 d COMMON NAILS U FOR EXIST. /NEW G.M.U. (GONG. BLOCK) USE SAME i TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I66 COMMON PER STUD L6) FILL TOP 2 COURSES 50LID $ CAST IN PLACE HOEDOWN CONNECTION ---.._ ' FOR G.J. TO R.R. - q 16 d COMMON NAILS BOTTOM PLATE TO FLOOR JOIST, BAND JOIST w/7/a"c0 THREADED ROD ---- _ • (— REQUIREMENTS FOR -,..• 2-Ibd COMMON 12 PER (FOOT V RAISED G.J.'s (WHEN FOR EA. PLATE TO STUD ABOVE $ OR BELOW AT G.J. TO G.J. CONNECTION: ENDJOI5T, or BLOCKING (FACE-NAIL) U J APPLICABLE) FLOOR FRAM I NO Q HOED G I�I �D G.J.J.OWN � � HOLDOW � _� _16_d COMMON NAILS FOR TO G.J. - Q 16 d COMMON NAILS FOR NEW $ EXIST.FOUNDATIONS FOR NEWLY POURED ► JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-5d COMMON PER JOIST CONNECTION GI G2 k FOUNDATION ® ONE STORY ONLY (3) 2x FULL ENDWALL BRIDGING To JOIST (TOE-NAIL) 2-5d COMMON EACH END HEIGHT STUD CORNER STUD CONNECTED TO • • BLOCKING TO JOIST (TOE-NAIL) 2-95d COMMON EACH END =$' TRANSFER SHEAR a "SIMPSON HDQB (5) 2x FULL AT STUD TO FLOOR ASSEMBLY G2 TO STUD CONNECTION: BLOCKING TO SILL or � 3-I6d COMMON EACH BLOCK HOEDOWN ANCHOR ® 2-ibd COMMON HEIGHT STUD ,..--'" • TOP PLATE (TOE-NAIL) LOCATIONS NOTED NAILS ® 6" O.G. $ .-'" ON PLANS IO" O.G. IF BLOCKED G I FOR STRAP - 5 8 d COMMON LEDGER STRIP TO BEAM (FACE-NAIL) 3-I6d COMMON EACH JOI5T CORNER POST NAILS a EA. END OF STRAP A JOIST ON LEDGER TO BEAM (TOE-NAIL) S-ad COMMON PER JOIST FOR EA. PLATE TO STUD ABOVE $ OR 2-I6d COMMON BELOW - 2 16.0 COMMON NAILS NAILS ® O.C. BAND JOIST TO JOIST (END-NAIL) 5-I6d COMMON PER JOIST " "�::,� BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-Ibd COMMON I PER FOOT ROOF SHEATH I NO STRUCTURAL PANELS: INTERIOR ZONE ad COMMON b" EDGE / 12" FIELD d a "SIMf'SON" 5T D14RJ GONNEGTI ON D 14 D2 S L DING PERIMETER EDGE ZONE s ad COMMON 6" EDGE /b" FIELD HOEDOWN INSTALLATION OPTIONS: • EA.BAY GABLE ENDWALL RAKE OR RAKE TRU55 w/ ad COMMON 4" O.G. R FOR NEW P. GONG. FOUND.'s .- UP TO el" RAKE OVERHANG HOEDOWN CAST IN PLACE w/7/5"(P THREADED ROD •-~"'""� AT STUD TO FLOOR ASSEMBLY TO SILL GE I L I NO SHEATHING FOR EXIST P GONG OR NEWLY GURRED FOUND.'s - • 7/b"o THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO PLATE(5) CONNECTION: 1:;)2 CONCRETE w/ "SIMPSON" SET (HIGH STRENGTH EPDXY r72ROMIN. GYPSUM WALLBOARD 5d COOLERS 7" EDGE 10" FIELD ADHESIVE), $ FOR TEMP.'s O°F-40°F USE "51MP50N" AT CORNER c �E / (HIGH STRENGTH ACRYLIC ADHESIVE) ONE #4 REBAR FOR STRAP - 3 8 d COMMON NAILS ® EA. D I • END OF STRAP (WRAP STRAP UNDER SILL PL°) SPECIFIED ON .: t H - WALL SHEATHING FOR EXIST. /NEW G.M.U. (GONG. BLOCK) TYP. FOUND. NOTE r FILL TOP 2 COURSES SOLID $ CAST IN PLACE HOEDOWN n_ o FOR EA. PLATE TO STUD ABOVE $ OR BELOW - _2 __ d__w/'7/a"O THREADED ROD COMMON NAILS STRUCTURAL PANELS ad COMMON 6" EDGE / 12" FIELD V � a ALTERNATE CONFIGURATION - ABOVE STUD TO STRAP w/(3) GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD � FLOOR CONNECTION w/ # LPT4 SIMPSON (OR 5d NAILS• EA.END Z NA I Lo NO/STRAFF I NGI (9 W I NOOK(/DOOR HEADER STANDARD/ALTERNATE EQUAL) a PLATFORM TO SILL PLATES '`'` . OF EA.511RAP TO W EA.JOIST-(FOR FLOOR SHEATHING (SUBFLOOR) 2 ALTERNATE USE 0 NOTATION: 51MFWN H2.5A) U A - NUMBER OF ad NAILS ® EA. END OF STRAPPING (201a WFGM,TABLE 3.1,P. I5q) GONNEGTI ON E STRUCTURAL PANELS: B - NUMBER OF SILL STUDS-ON FLAT (DOES NOT APPLY TO DOORS) (2015 WFGM,TABLE 5.255,P. 2qI) -^~"""�� I" or LE55: ad COMMON 6" EDGE / 12" FIELD C - NUMBER OF FULL HEIGHT KING STUDS 0 EA. 51DE OF HEADER(201a WFGM,TABLE 3.23G,P. 2q2; GREATER THAN I": IOd COMMON 6" ED(5F- / 12" FIELD ALTERNATE A5 PER TABLE 323D,P. 2q3) - D - NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER® EA. SIDE " I - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" O.G. AT THE PANEL EDGE. 1'J D (201a WFGM,TABLE 3.1, P. laq) ALTERNATIVE NAILING 50HEDULE5 SHALL BE USED WHERE WALL SHEATHING NAILING 15 REDUCED. Q A AT STUD TO FLOOR ASSEMBLY TO SILL E - NUMBER OF JACK STUDS ® EA. END OF HEADER(2015 WFGM,TABLE 3.22F,P. 255) FOR EXAMPLE, IF WALL SHEATHING IS NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER a F - NUMBER OF I6d NAILS,END-NAILED THROUGH ADJACENT JACK STUD TO END OF 51LL(5) ® EA. SIDE PLATE(5) CONNECTION SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE; DOUBLED, OR G (DOES NOT APPLY TO DOORS) (2015 WFGM,TABLE 5b,P. Iq1) a a <a SLAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. PROJECT: g a a - WHEN WALL 5HEATHING 15 CONTINUOUS OVER GONNEGTED MEMBERS, THE TABULATED NUMBER of B Er a A .< FOR STRAP - 3 8 d COMMON NAILS ® EA. 3 NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-I6D NAIL PER FOOT. - FOR ROOF SHEATHING WITHIN 4 OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4' ON EACH FASTENING SCHEDULE B SANCH EZ a° END OF STRAP (WRAP STRAP UNDER SILL PL°) 51ME OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENT5 SHALL BE ••—_ � a a F ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS �" ~-. a d<a 6 FOR EA. PLATE TO STUD ABOVE $ OR BELOW - USED. RENOVATION (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 201a EDITION) ~�`"`^-. _2_ _I6_ d COMMON NAILS A U. NOTATION ROUGH P' B G D E F G oPNG 515 SOUTH OAKWOOD ROAD 2'-0" 2 I I I I I MATTITUCK, NY 11952 4'-011 4 1 2 2 2 2 5FL I C I NO OF TOf= FLaATE GABLE ENDWALL * - PROVIDE (2) 2"xIO" HDR (MIN.) U.O.N. 6'-01, 5 1 5 5 5 5 BRAGINO/STRAPFINO DRAWING TITLE: (B) - REQUIRES SILL PLATES OF 2"x6" (MIN.) TOP PLATE BLOCKING 2 FOR RAKES O OR LDOWN, ANCHOR BOLT, 8'-o" '7 2 5 4 4 4 SPLICE BAYS BACK® LESS PROVIDE LENGTH TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS 4'-0" 0.0. Ton HEIVEE RAKE O.C. STRAPPING & NAILING DETAILS FOR WIND - EXPOSURES B$C - FOR WIND - EXPOSURES 5$0 - -- ALL OTHER GASES ONE STORY SLAB ON GRADE ROOF FASTENING SCHEDULE BUILDING MINIMUM SPLIGE'='' BUILDING MINIMUM SPLICE DIMENSION (FT.) LENGTH (FT.) I DIMEN5ION (FT) LENGTH (FT) TYP. STRAP w/(5) PAGE: ad NAILS EA. END 12'-0" 21-01'/2'-6" 12'-O" 3'-O° OF EA. STRAP /� C /� :: 1 l: ATTIC P°"�N��R �� ATI ®NS Ib-O 3-O r3-q Ib-O 4-O G-003mOO 20'-0.. 4'-0"/5'-O" 20'-011 6'-12.1 SPECIFICATION (20195 WFGM TABLES 5.2A $ 5.25, P. 157 BLOCKING-160) 24'-O" 4'-O"/5'-O" 24'-O" 6'-D" BACK® 4,2 BAYS O.C. � �22 DATE: 0208 GONDIRTION sq FOR ALL STRUCTURES: 3 OF 16 • /8, 0 ANCHOR BOLTS a 3a�� O.G. • 32'-O" b'-O"/7'-b" 52'-011 a'-O" iv SECOND FLOOR 56'-o" q'-O" NOTES: I.TABULATED SPLICE LENGTHS ASSUME TOP PLATE-TO-TOP PLATE CONNECTION U51N0 2-I6d NAILS PER FOOT.FOR SHORTER SPLICE LENGTHS,THE NAIL SPACING SHALL BE REDUCED IN ORDER TO 40'-0" b'-O"/10'—O" 40'-0" III-OilRAC Ate •. I. MIN. 7„ EMBEDMENT INTO CONCRETE PROVIDE AN EQUIVALENT NUMBER OF NAILS BLOCKING 2 BAYS �(�'i C END w/ 5" SQUARE WASHERS AND END NUT SETUP; — BACK® 4'-0" O.G. ��5 CAN rt 2.TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED 50'-01. 10'-O"/12'-b" 50.-O" 151-o" 0 CONDITION I5 EMBEDMENT FOR G.M.U. (BLOCK) FOUND. $ FILL IN EXPOSURE B TYP.STRAP w/(5) �1/ .r 'S " �►',� TOP TWO COURSES 50LID bd NAILS EA. END 3.TABULATED SPLICE LENGTHS ARE BASED ON a FOOT WALL 60-O 12-01:/I5-01, '01-ollI6-01: OF EA. STRAP 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR HEIGHTS FOR OTHER WALL HEIGHTS,H,THE TABULATED UNIT ` n p LATERAL LOADS SHALL BE MULTIPLIED BY H/8; FIRST FLOOR PLAN DIAGRAM OF ZONES OR REPLACED BY HOLD DOWN5 FOR 5HEARWALLS FOR ALTERNATIVE WALL HEIGHTS MULTIPLY THE ABOVE 70-O 14-0 70-O Iq-O NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR I 5. ANCHOR BOLTS ARE TO BE BETWEEN 6" $ 12" (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): 1: 1 II Bo 22-o `� FROM ENDS AND CORNERS (TWO a CORNERS) q'WALL - 1.125 b0-o Ib-o -0 "9j� 3740 �Q (5EE DIAGRAM TO LEFT) lO'WALL- 125 BLOCKING 2 BAYS OF N E`N 12' 1.5 B TH15 COLUMN w/MULTIPLIER BACK® 4'-0., O.G. 4. COORDINATE w/ HOLDOW WALL- 1 N LOCATIONS FOR, 10'-0" KALE 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL MISCELLANEOUS FRAMING ORAPHICS CONTINUOUS BUILT-UF OIRDERS, 5 OR MORE SUFFORTS (THAT EXCEED FRAMING STANDARDS, IT 15 REOV FOR FRAMER TO HAVE A RE5LOGK I NO FOR f=LATFORM HOOD FRAM NO WORKING KNOWLEDGE OF THE AMERICAN WOOD COUNCIL [AWG] DETAIL BOOK CONNECTION PATTERN SCHEDULE Q A55EM3LY REQUIREMENTS: (FOR ENGINEERED LUMBER [ie. WOOD I-JOISTS] SEE MANU. SPEG.'s FOR ADDITIONAL INFO.) 0 ~ AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL CODE) BETWEEN 1/6 LiJ Z O CONNECTION a 1/4 OF A WHEN GIRDERS MADE UP OF JOISTS NAILED Lu (V PATTERN DESCRIPTION TOGETHER 51DE BY SIDE ARE CONTINUOUS OVER BLOCKING UNDER LOAD BEARING WALL THREE OR MORE SUPPORTS, JOINTS ARE TO BE I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES ..J F- r-I MAX.32" LOCATED BETWEEN ONE SIXTH AND ONE QUARTER AS FIRE-STOPPING. LU NON—LOAD BEARI NO WALL OFFSET FROM SUPPORT A (2)ROW5 IOd NAILS• 12"O.G. THE SPAN LENGTH FROM AN INTERMEDIATE Q Lu >_ 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST n= Z STUDS STUD B fs)ROWS loa NAILS• I2"o.c. SUPPORT. NO TWO ADJOINING J015T5, OR MORE SERVES AS FIRE5LOPPIN0. F— P THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE O (n SUBFLOOR (2)Rows V2" m BOLTS• 12"O.G.5TA55ERED; JOINTED ON THE SAME SIDE OF THE SUPPORT. 3. FOR PLATFORM FRAME GONSTRUGTION: THE SOLE AND DOUBLE -� Z 511BFLOOR G DBL.•ENDS TWO-PIECE PLATE 5ERVE AS FIRESTOPPING. _ SOLE PLATE BUILT UP 51RDER p MAX,32° J D (2)ROWS 1/2" m BOLTS• 16"O.G. NAILING: F— LO Y TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE � 0) 0 SOLE PLATE SIDE WITH IOd NAILS, TWO NEAR EACH END OF JOIST SERVES A5 FIRESTOPPING. 0 E (2)ROWS 1/2" m BOLTS a 24'O.G. O O BETWEEN I/b EACH PIECE, OTHERS STAGGERED WITH A DISTANCE g 5. FIRESTOPPING SHALL BE 2 INCHES OF WOOD BLOCKING �" Lo it F (2)ROWS S-3/6"TRUS5LOGK 5GREW5• 12'O.G. a 1/4 of a OF I6 INCHES BETWEEN NAILS IN A.HORIZONTAL OR OF NONCOM-BUSTIBLE FILL. �- �' m SCREWED ON N SIDE OF MEMBER LINE;OR GIRDERS ARE TO BE NAILED FROM EACH Z 5 (2)ROWS 5-5/5"TRU55LOGK SCREWS a 16"O.C. SIDE w/ IOd NAILS, TWO NEAR EACH END OF EACH 6. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE O . SCREWED ON(1)SIDE OF MEMBER • JOIST, OTHERS STAGGERED w/ A DISTANCE OF 32n AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN = � (2)Rows 5-5/6"TRU55LOGK SGREwS a 24"O.c. JOISTS SERVE AS FIRESTOPPIN5. F— H SCREWED ON(I)51DE OF MEMBER P BETWEEN NAILS IN A HORIZONTAL LINE. Z JOIST THREE-PIECE '1. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND W MAXIMUM OFFSET (2)ROWS O BOTH 51P SCREWS o 12"O.G. BUILT UP 51RDER MAX.52" THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d Q ..J JOIST DEPTH,d SCREWED ON BOTH SIDE OF MEMBER 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS NAILS ON EA. SIDE w/ TWO NEAR EA. END OF EA. SERVE AS FIRE5TOPPIN0. -J 00 MATCHED SIZE OF BLOCKING (2)Rows s"TRUSSLOGK SCREWS• I6"o.c. '¢ UNDER NON-LOAD BEARING FIRESTOPPINS AND K 11 SCREWED BOTH SIDE OF MEMBER PIECE, INCLUDING INTERMIDIATE JOINTS, AND w/ THE 3 z a) 0 BLOCKING OTHERS STAGGERED w/ A DISTANCE OF NOT MORE L 8. THE HEADER SERVES AS FIRE-STOPPING. Z a) O PARTITIONS ® 32" O.G. STUD (2)ROWS 5"TRUSSLOGK SCREWS o 24°O.G. BETWEEN I/6 DOUBLE PLATE SCREWED ON BOTH SIDE OF MEMBER a 1/4 OF A THAN 52" BETWEEN NAILS IN A HORIZONTAL LINE. J at. C) . TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL Y r'I BE ADDED BETWEEN STUDS IN PARTITION ADJACENT To GE I L I NG BRAG I NO FOUR-PIECE CIDERS ARE TO BE ASSEMLED A5 STRINGER TO SERVE AS FIRE5TOPPING. Z CANTI LEVERED FLOOR 1.BEA is a HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED w/ 20d NAILS A5 SPECIFIED Q Z T-i GABLE ENDWALL PLAN SHALL USE CONNECTION PATTERN 'A'WHEN 6"OR SMALLER FOR THE THREE-PIECE GIRDER. 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR N a CONNECTION PATTERN S'WHEN 10"OR LARGER - FRAMING SHALL BE FIRE5TOPPED AT THE BOTTOM WITH LL LLu (b STUD 2.WHEN 5CREWIN6 OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANCHORING. 2 APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL LO X T-i OFFSET FA5TENER5 I/2"FROM ONE SIDE TO THE OTHER BUILT UP 51RDER p GIRDERS ARE TO BE SECURELY ANCHORED TO I HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH � = LO GABLE END FIRESTOPPING SHALL NOT BE REQUIRED WHEN THE BOTTOM OF 0 SOLE PLATE 2"x4" CONTINUOUS MASONRY PIERS, NAILED TO WOOD POSTS OR Q SUBFLOOR THE VERTICAL OPENING 15 SEALED BY PLASTER ON THE CEILING .�-) _j 0 LATERAL BRACE ® b'O.G. TRUSS BOLTED TO STEEL COLUMNS. AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BE BAND 2) IOd NAILS TRUSS OR LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED J015T : G.J. AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL /� I I C, �/( PLATFORM FRAME CON5TRUCTI ON SHRINKAGE CRACKS OF THE INTERIOR FINISH. PLASTER CEILING ON I `� L I I `�O F A T T E R I `l S FOR SIDE LOADED BEAM✓ (I o . FLUSH B E A I " I S> -LOCATIONS REGUIRUNG FIRESTOPPI N5- NONCOMBUSTIBLE LATH,EXTENDI N5 TO CHIMNEY FACES, WILL SERVE Lu l0 6d NAILS AS FIRE5TOPPING. � FIRE- FIRE- WOOD FIRESTOPPING FIRESTOPPING = STOPPING STOPPING FIRE- FIRE- FA5TENIN5 RECOMMENDATIONS FOR SIDE-LOADED, STOPPING STOPPING SOLE W MULTIPLE-PIECE MEMBERS JOIST * 5d COOLER D' B NAILS a 10" O.G. NAILEOLTED' M ^ F— U 2"x4"BLOCK NAILED TO EA.BRACE 2 ROWS Ibd B ROWS I6d ]ROWSXa' 2 ROHSK" 2 ROWSXi" VERTICAL J FIRE5TOPPING WHEN ."`., COVERING IS APPLIED LOCKING '$'`: To UNDERSIDE Or- STUD Q W/(4) IOd NAILS COMMON COMMON BOLTS•24' BOLTS BOLTS •12"O.G. • 12"O.G. o.c.5TA6� O 12'O.G. O b"O.G. 20 a.STRAP 9 ,IOIs O.C. THREE Ts 6YPSUM BOA TWo Rows 12" TH ROWs 12"O.C. DOUBLE PLATE * 5d COOLER NAILS a 10" O.G. (10) bd NAILS BEAM SELECTION w/ STD. NAILING " " o LOCATION I LOCATION 2 LOCATION 3 LOCATION 4 M .... ENP ALL STUDS AS NOTED IN NOTES -1 B 5 " JOIST SHALL BE LOCATED DIRECTLY *DE OTES ALT.FOR USE OF DRYWALL SCREWS " " " " " 5 NONCOMBUSTIBLE ALTERNATE FOPPIN PPIN6 LOCATION VER STUDS,UNLESS TOP PLATE 15 4" a EDGE/12"a FIELD FULLY BLOCKED 1,TOP AND BOTTOM ROWS SHOULD BE 2'FROM EDGES �� WOOD FIRESTPPIN6 OP GIRDER „a DESIGNED TO CARRY THE LOAD SCREWSb - Ua"TYPE W OR 5 FIRESTOPPING 2.BOLT HOLES ARE TO BE THE SAME DIAMETER AS THE BOLT AND SHOULD BE LOCATED 2" TWO ROWS 24"O.G.STA&5ERED TWO ROWS 6"O.G. LOCATION 5 LOCATION b FROM THE TOP AND BOTTOM OF THE MEMBER.EVERY BOLT MUST EXTEND THROUGH THE FULL ,I: INTERIOR STUD DETAIL THICKNESS OF THE MEMBER.USE WA5HER5 UNDER HEAD AND NUT. O o 0 0 0 0 0 0 0 0 OVERLAID ERLA I D ROOF 5.STAF&ER EACH ROW OF FASTENERS BY 12'. O O O O O O O O O 'I ., ' 2'SPACE NOT ATTACHMENT VALLEY 4.FOR A THREE-PIECE MEMBER THE SPECIFIED NAILING 15 FROM EACH SIDE. FIRESTOPPING TO BE FILLED \ ® AHXBUSTrIBBLE FIRE5TOPPING PPRO THIrK 5.FOUR-PIECE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO \ BOTH SIDE OF THE MEMBER. II 6.VALUES FOR NAILING WtOCCITIONS MAY BE DOUBLED FOR 6'O.G.OR TRIPLED FOR 4"O.G.NAIL SPACING. LOCATION '7 5TD.NAILIN5 FOR TOP LOADED MULTIPLE-PIECE BEAMS: \ ' STRAPPING, ? w/ .2 ROWS OF Ibd COMMON NAILS 02'04)FOR DEPTHS 12'OR LESS LOCATION 5 FIRESTOPPIN6 LOCATION a _bd NAILS R ® EA.END o R.R. 8.S ROWS OF Ibd COMMON NAILS(12'O.G)FOR DEPTHS OF 14",16' 18'. LOCATION 10 FULL WIDTH 2" BLOGKINO z O N GONSTRUT I ON DETAILS Jul I ND LOAD BATH CONNECTION DETAILS TOP PLATE DRILL 2"m INTO ROOF DECK FOR STRAPPING INSTL. NOT TO SCALE INTERSECTION DETAIL EXIST.ORNFN NEW R.R.SET w/ R.R.BELOW UPPER TOP PLATE LAPS 4 IOd ONTINUOUS LOMR TOE NAIL NOTED CONT.BLOCKING TOP PLATE SPIKED TO R.R.'s ALIEN NEW a EX. R.R.AS SHOWN KING STUDS PLAN VIEW NOT ,RooF SIMILAR a WOOD JO I S WOOD JO CRIPPLE STUD BLOCK I NO JO 1ST HANOE HEADER GENERAL REQUIREMENTS FOR OENERAL REQUIREMENTS FOR z W I N5TALLAT I ON OF GL I NCHED NAILS INSTALLATION OF TOE-NAILS O I RDER/HEADE o WOOD O I RDER JACK STUDS 0 WOOD JOIST > MAIN MEMBER LLJ W 40• O Q —'� JOIST FRAM I NO OVER WOOD OI RDER JOIST FRAM I NO FLUSH WITH O I RDER/HEADER TYPICAL HEADER CONNECTION � I. TOE-NAILS SHALL BE DRIVEN ® AN ANGLE OF PROJECT: vIAM.x S APPROX. 50° w/THE MAIN MEMBER d STARTED APPROX. Y3 THE LENGTH OF THE NAIL FROM THE MEMBER END, SANCH EZ I. NAILS SHALL BE DRIVEN PERPENDICULAR TO AS SHOWN ABOVE THE MEMBER, STRAIGHT THROUGH AND BENT OVER A MIN. OF (5) NAIL DIAM.'5 AT A ci0° ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN RENOVATION MEMBER,FOR THIS APPLICATION, SHALL BE AT LEAST 51X TIMES THE DIAM. OF THE NAIL RAFTER 3. TO AVOID SPLITTING,NO MORE THAN 2 TOE NAILS SHALL BE INSTALLED IN EA. SIDE OF A RAFTER OR CEILING JOIST WALL STUD WALL STUD WHEN FASTENED TO A 2"x4" TOP PLATE OR 5 TOE NAILS BOTTOM PLAT BOTTOM PLAT IN EA. SIDE WHEN FASTENED TO A 2"xb" TOP PLATE. BATHTUB SUB FLOOR 515 SOUTH OAKWOOD ROAD DOUBLE JOIST DOUBLE JOIST TOP PLATE MATTITUCK, NY 11952 GHIM. CHASE SEGURINO @ STD. SIDE WALL DRAWING TITLE: WALL STUD FRAMING GRAPHICS BEAM CONNECTION PATTERNS 0000 FIREBLOCKING DETAILS (5NO M a GHA5E WITHIN PLANE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARI NO WALLS ALTERNATIVE RAFTER TO WALL STUD CONNECTION w/STUDS TO ATTIC, FLOOR a BLK'O TO R/L SIDES w/STRAPPING TO R/L SIDES) O u w PAGE: TOP PLATE ® o-1 0 N WIND RES 1 STANT GONSTRUGT 1 ON GONN GTORS GHIM. CHASE WALL z Q U �* o CONNECTION LOCATION: PART NUMBER: NOTES: G-004mOO �'°z RIDOE-TO-RAFTERS C520 © 21" APPLY TO EACH PAIR OF RAFTERS a z @ RAFTER-TO-WALL H-7 APPLY TO EACH RAFTER DATE: 02/08/22 4 OF 16 ROOF o 1- RAFTER-TO-PLATE H8 or H2.� APPLY TO EACH RAFTER REQ D BLOCKING O TO ALIGN w/STRAPPING �� °-TO STUD "G520 ® 18 APPLY TO EACH WALL STUD ® EA. LEVEL ABOVE ®zw K 2ND. FLOOR WALL-70-IST. FLOOR WALL LFTA or C520 ® 56" APPLY TO EACH WALL STUD �pp THE FIRST FL. �� C FLOOR/GLG. ® O HEADER-TO-JACK STUD C520 @ 12" APPLY TO EACH JACK STUD �� 4 n, , 0 CRIPPLE STUD-TO-HEADER H5 APPLY TO EACH CRIPPLE STUD �� ''� r SHEAR WALL HOLDDOWN ANCHOR SSTB16 APPLY TO EACH SIDEWALL END - I WRAP UNDER DOUBLE SILL PLATE IST. FLOOR—UNDER—SILL PLATE 0520 (USE WITH 5" SQUARE WASHERS) �9T 0 7aO5 40 SIDE VIEW FLAN VIEN FOF N�� USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. A FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. GENERAL 5�M5OL E� : EXISTING WINDOWS I TO $E REMOVED � O Q U _____ _____ _____ _____ _____ _____ NEW PARTIAL HEIGHT -----��------��-----`�-----��-----��------��------��------ W Z_ O EXISTING TO BE DEMOLISHED WOOD FRAME (L.G. 5TL. _====�s=====ems=====ems=====�L=====zs=====zs=====ems===== IWHENAPPLIGABLE) ----------------------------------------------------------------------------- �_� EXISTING TO REMAIN , J r'1 NEW FOUNDATION WALL 1 ~ >: NEW WOOD FRAME (L.G. Jill 1 In 1 i Q w � STL. WHEN APPLICABLE) III 1 i Z EXIST. GREAT Z NEW I-HR FIRE RATED MIN. (2) 2 x4 STRUCTURAL ROOMNEW CEILING HEIGHT WOOD FRAME L.G. 5TL. POST FOR 4" WALLS THIS AREA ONLY; �J 1�'I I Z NEW VAULTED CEILING / I III I �' WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL / I III I J ; Lo POST FOR b" WALLS), U.O.N. I III H J I III EXI5TING WINDOWS I O O O NEW 2-HR FIRE RATED TO BE REMOVED I i III O O WOOD FRAME (L.G. 5TL. ____ WHEN APPL I GABLE) ___ EXIST. WOOD DECK, I Z O Er Z LLI In I I Q J Jill I J 00 WIDEN OPENING BY Jill b" ON EACH SIDE. Jill I > d' O EXIST. UP REMOVE HEADER Jill j Z O (� E_X15T 2) 2"xIO" AND MAKE FLUSH ICI EXISTING WOOD DECK 1 J FLU HDR. WITH CEILING EXIST. DINING I III 5TRUGTURE d FINISH TO BE 1 `S 0 ROOM I III REMOVED;REPLACE W/NEW I Jill Jill STONE PATIO 1 Z N Jill 1111 1 Jill Jill Jill V- W (D Jill I 1110 m T-i I-IFf Jill EXIST. LIVING I O u Jill ROOM Q IL I e-1 .J O I III � L--a-- —I— —� IEXI5T. / I I I IDN. ,/ _ r------------------------------- Lu r EXISTING WINDOWS ——— _i_L_i_�_ ' Jill I — � TO BE REMOVED -------------7 I Jill I Jill IJill V t. I F__7�I I I 1 EXISTING WASHER d I II I I LLJ DRYER TO BE L — II IREMOVED B II IEXIST. EXIST. EXIST. L = —JL—_--J RELOCATED II I I _ J _ G . _I ----- I EXIST. Jill EXISTING IIII I I Q ---fi-- --- ITGHEN Jill I �� i �� ri DOOR TO BELAILAJ Olr Oli ;" REMOVED EXISTING DOOR TO BE REMOVED AND a I J REPLACED IN KIND I m ..,•. , FF EXI5TING EXIST. I , FLOORING TO BE REMOVED a O DEMOLITION NOTE: REPLACED WITH PROVIDE I I PROVIDE SHORING AND SUPPORT TO ALL AFFECTED \ ve TILE EXIST. I I �I I STRUCTURAL MEMBER5 PRIOR TO THE COMMENCEMENT \\ BEDROOM _EXIST. EXIST. EXIST. _�1_____ _ ____= i OF ANY DEMOLITION OR CONSTRUCTION. GL. BATHROOM = --------i__ ____- EXI5TING BATHROOM 1 TO BE GUTTED REFINISHED. PLUMBING I I ® I LOCATIONS TO REMAIN j � II O COVERED L PORCH I ''^17ini O ------------------------------------------- -------------- I BATHROOM ------------ PROPOSED FIRST FLOOR DEMOLITION PLAN SCALE: 1/4" = 1'-0" DEMOLITION NOTE: PROVIDE 5HORIN5 AND SUPPORT TO ALL AFFECTED STRUCTURAL MEMBER5 PRIOR TO THE COMMENCEMENT OF ANY DEMOLITION OR CONSTRUCTION. u 5.5" LOLLY COLUMN; Z EXACT LOCATION w .EXIST UNKNOWN S DEMOLITION NOTE: ENTIRETY OF SECOND FLOOR TO BE REMOVED 0 D ® - EXI5TING CHIMNEY TO REMAIN U X - FLOOR FIN15H TO BE REMOVED;FLOOR STRUCTURE TO REMAIN j W - ENTIRETY OF ROOF AND ROOF STRUCTURE TO BE REMOVED w - PROVIDE COVERING FROM WEATHER AT ALL AREAS WHILE ROOF IS EXPOSED f-• a I I r_ � ===_=� --------1 I---� _ �---�-�--=-=-=-a--- s- L S _______ __S-____� Z _____Z � ==== �� =====r�==== �----_- 1 F I I PROJECT: EXISTING STAIR TO �? I I I I � I BE REMOVED SA N C H EZ 1 I I 1 RENOVATION x 0 I 1 1 I L---- I EXIST. I i �__�--�ll i IEXIST.1 1 BEDROOM i 515 SOUTH OAKWOOD ROAD I EXIST. I I EXIST. I II I C I BEDROOM i __ __ I i i i i i�� MATTITU C K, NY 11952 -I I hi-h Jill I L---J L_I JII II II I EXIST. II L------- Jill DRAWING TITLE: EXIST. ~ - --�� JJill ill P14 PROPOSED DEMOLI TION PLANS0 XIST. (3) 2XI0 (VIF) J------ -----_ EXIST. I L—————————————————————————— EXIST. (2) 2X8 EXIST. CHIMNEY TO 1 1 I I I I I MN. I r-------------------------- 1 REMAIN I� EX15T. BOILER Lc I I III I v I -------:1� rt------- EXIST. 11 EXIST. I f i i I 111 I PAGE: d) p 1 1 1 1 I 1 GL. 1 i GL. EXIST. Ul ® I L--------J L--- HVAG EXIST. X 1 r----------- --- r--------- ---------- A-10 .1m00 -------- BASEMENT w 1 1 I �^ \ r rr Ilii i ( I II II II ter ' \ ElC 1� / EXIST.II II 1� i BEDROOM�i II II I i— 1 LL,' I I DATE: 02 08 22 L_-----] `+_ -j I I I / / 5 OF 16 EXIST. I r _ — I -1 l EXIST.I I I I I I STORAGE /� �� 1 EXIST. I I I I I I 1 1 I BATHROOM I I I GL I I I I I I it III �� j1 I I I I I b RCV. L---------------------------------J _______ �y �----------- ------- --- ---Z----- -------J FROPOSED SECOND FLOOR DEMOLITION PLAN (p SCALE: 1/4" = 1'-0" ' OF N `N FROF05MD FOUNDATION DEMOLITION FLAN SCALE: 1/4" = P-O" OE I ERAL S I �50L <F— I : Q V NEW PARTIAL HEIGHT F- 0) _ EXISTING TO BE DEMOLISHED WOOD FRAME (L.G. 5TL. LLJW = N WHEN APPLICABLE) J r 1 EXISTING TO REMAIN E- vq NEW WOOD FRAME (L.G. NEW W FOUNDATION ALL Q W }- STL. WHEN APPLICABLE) Z PROPERTY LINE NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL OJ = Z P05T FOR 4" WALLS WOOD FRAME (L.G. 5TL. WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL E- Ln Y POST FOR b" WALL5), U.O.N. O O roP of NEW 2-HR FIRE RATED a O O BLUFr= WOOD FRAME (L.G. 5TL. Lo it WHEN APPLICABLE) Z 0 H � I FOUNDATION PLAN NOTES Q W J NEW 4" THK. P. GONG. SLAB w/6"xb"-10/10 W.W.M. J 00 O REINFORCEMENT AS PER DETAIL > le O "VERIFY SLAB 51ZE WITH HO SELECTED HOT TUB** Z � (D z O NEW HOT TUB: O -� I. HOT TUB MODEL TO BE SELECTED BY HOMEOWNER Z }- 4 2. INSTALL AS PER MANUFACTURER SPECS. < Z rq 5. REFER TO PAGE 0-002 SWIMMING POOLS 4 HOT W J TUB5" FOR CODE COMPLIANCE W NO O Tq OTYP. STL. COL.: r _ ul) SEE NOTED DETAIL AS PER PLAN O Q r-I J O O STAIR 4 RAILING NOTE: I. ALL NEW STAIRS SHALL HAVE MAX. 6-1/4" RI 4 MIN. 10" Tr - CLOSED RISERS 10'-O" 6'-b" 2. 42" HIGH GUARDRAIL 4 SPINDLE SPACING NOT TO W ALLOW PASSAGE OF A 4" 0 SPHERE;56" HIGH HANDRAIL 4 SPINDLE SPACING NOT TO ALLOW (P SPHERE B. ORI 'PPABLE RAIL AS PER CODE (,) W ° r FOR BLUESTONE STAIRS ® GRADE: = J THK. P. GONG. PAD 8" WIDE x REG'D LENGTH UPON V J 6" GRAVEL UNDER 2"xl2" P.T. STAIR STRINGERS si e MAX. 16" O.G.,U.O.N. (MIN. 5 STRINGERS) Q t O i cY D N to � 0 "- r > :.' : . rF — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — � Lf- EXIST. FL w 5 F7 { PITCH TW05 �}EDGE I'-2" I I I ui 231 :2 `t PROVIDE 4" POURED GONG. I Q SLAB W/bxb-IOxIO W.W.M. .`v~ I NEW 2 y BETWEEN CENTER 4 UPPER A-401 UP I A-401IN PLACE DBURINGUPOUR I PROJECT: PROVIDE 6 MIL POLY ON 4" I ', GRAVEL BASE BELOW GRAWLSPAGE -B2 EXIST. SLAB ABOVE SLAB INISH I SANCH EZ 2 2 GRAWLSPAGE ' I RENOVATION A-501 - EXIST. WATER _ A-401 LQ HEATER +, +i I O ® ® 515 SOUTH OAKWOOD ROAD EXIST. 14-I,00 BTU - ° I MATTITUCK, NY 11952 OIL FIRED BOILER — EXIST. I6"xl6" CMU PIER I o UPON 24"x24"x12" DEEP P. GONG. PAD FTC. � �,• • I ,`, DRAWING TITLE: PROPOSED FOUNDATION PLAN r� EXIST. Q EXIST. 48,00 BTU Q BASEMENT AIR HANDLER — �— — — — — — — — — — — — EXIST. GRAWLSPAGE �'— — — — - -5 — — — — — — — — — — — —� PAGE: EXIST. ELEC. I PANEL A-102mOO I I DATE: 02/08/22 6 OF 16 EXIST. EXIST. o GRAWLSPAGE GRAWLSPAGE U I ARC J. ["(-3, O 13,E TF 0 F NEB FROPOSED FOUN171ATION PLAN 1,640 S.F. OROSS AREA SCALE: 1/4" = 1'-0" Nr : ALL NEW WINDOWS SHALL BE FELLA LIFESTYLE SERIES; ALL WINDOWS $ FELLA DOORS TO HAVE BLINDS BETWEEN THE GLASS; INSTALL , 11 „ SEE F GEDETAILS. ...�•. : .. .\ .. . ...\ \ . .. ..\ . . �\ ..�... \\.. \\.. ...... �.�....,::' : �.: . -..�._�\ :..\. '.< ..�::' 1 - I�O �� AS PER MANU. SPEG.s A G 003 FOR NAILING � STRAPPING „ €hilt #tit .\ .. \ .��.. \ • '- \ ...� V SEE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER \. \ \ p \. \ \ \. . o. .�.. \ .. ..\ .....>..•, . .ate... �: \: IA HEIGHT \NEW PARTIAL .. . \ ... .. .\ �\. .._,.... :. ... ..\. \.:< <�:...�.. - .� .. .. \.\.\ .. .. .... . \ \... . �\ ... DOOR \ .\. \ \��\\�.\\\ �\ \ \. :.c• \\ \ \\ \ SHED G A .\EMO I BED L W XISTIN \.��:. \.\. \\ \\ \ WOOD FRAME L. L \. \\. .... .. ... .. \. .� ;�.\ ,:. .. N _---- W WHEN APPLICABLE) \;; \.. ;� \\�,��\\.•.,. EGRESS TAG DESCRIPTION MANUFACTURER =z\:. . .;�I :;: �,=:,ti''' '': J N � \ \\� \ ,.. NOTES\\ EXISTING TO REMAI F- \ \; CLEAR .; .\.' :.:, WINDOW DIMENSION �. r-I NEW FOUNDATION WALL " OPENING WIDTH HEIGHT \„ I'��, >° � .. \.\.• Q W NEW WOOD FRAME (L.G. TAG TYPE MODEL # O. „ TEMPERED \ WIDTH REO D: 20 `.. ° _: \\ STL. WHEN APPLICABLE) G HEIGF+T REQ'D•24" Z H WIDTH E HT \ �\ . .\ r \. \ OPEN REQ D 5.'1 S.F. .\ �. � \:�•::..... \ \\\. \ mac. \\ \. .\ .\.. \ .\'. :.:' Q \ \ a \\ \.`... .. \:. o ..:: \. Z \.. \ \.. \ "sue= \�. '.\. M 2 2 x4 STRUCTURAL \ .. . „\. \ - IRE RATED O �\. .. �.: \ \\ \ .�. � \\ ��\: �\\. a\... `. `\.. ..\.\�.» ,�. �.. J NEW I HR F A 2 CASEMENT 2-3241 '� � `'' .�.:-5 2-8 3-5 5.81 S.F. POST FOR 4 WALLS `I '.. ..: \\:, RASE .G. STL. \,.\�.��.. WOOD F (L \.... \ II °` 101 SWING W/ 51DELITES THERMATRU 3'-O" b'-8" r► ;; "` "' ~ J (MIN. (2) 2 xb STRUCTURAL � ��_. .•�� `�: � .,�: ,`,� :.,, H 1.l� `,S WHEN APPLICABLE 5T FOR 6 WALLS U.O.N. B CASEMENT 5555 :\ �,-[!` \ ,. 2 I I 2 II \' PO �w NEW 2-HR FIRE RATED 102 SLIDERS FELLA 6'-O" 8'-O" r:' BLINDS BUILT Q Q OOD FRAME L.G. STL. G CASEMENT 3571 °?` 2`-(I ?\\ ;\, 2'-I I" 5'-I I - O W ( ::..;\ [� <z INTO GLA55 d Ln Ix \ \ 3 WHEN APPLICABLE) _ _ \ z W/ BLINDS BUILT �' m � 103 SWING FELLA y. .\ E::v PICTURE 5971 4-II 5 I 2 8 6 8 ` F \, Z _1 :, .,,; \ INTO GLA55 a:. ." 104 SWING JELD-WEN 2-6 6-8 \.• >` ON E PICTURE CUSTOM \\ 8 10 �I :. " FLOOR PLAN NOTES Q ,I I II I.•.a ;\.. .r,. z \ 105 POCKET JELD-WEN - - `\ \.\ 2 b W \ y \\ u u 1 n n \ a< 0: . \ Q ( ) 11 I - 4-5 2-I Q J DOOR NOTE: El 2 AWNING 2-5325 �\ \., \ \\, \\ µ\\ J I I. INSTALL NEW INTERIOR DOORS WHEN GALLED :\o ,. I 1 �. \ W/ BLINDS BUILT o` \�, \ \\•.. 106 SLIDERS FELLA 5 10 6-8 ,.\,..,,< " .: OUT ON PLANS BY JELD-WEN (OR EQUAL). F 2 CASEMENT 2-355�1 :..: O �� ,-t `�'':`= 2-I I 4-I I Q ,.\,�,.�\\,r:- .,; \\:' INTO GLA55 � � O N CALLED � \ .. .. ... . .. .. \\.\.. .. . . ... ..`��:. Z WHE L 2.INSTALL NEW EXTERIOR DOORS \ .. .. ... ...... \ I \ \\ \. \ \ `\ . ... . ..... � c• :�.. 'r'� OR EQUAL PLANS BY THERMATRU ). .\. .. \\ \. ...., C) OUT ON PL ( .. ...... .\ o .�. <• ., .�: >.�_ \\.,>: .:.�.` ,a. >:•:°: _ 4'-5" G 2 CASEMENT 2 3253 � � \� .. ... 2 8 3.DOOR TYPE TO SELECT : . �, ��.. 4.INSTALL AS PER MANU SPEC.s \\ il \\ 201 SWING JELD WEN 2 b 8 O ►;:' ,\\ 3.PROVIDE (2) 2"x8" HDR., U.O.N. _ :. H 3 CASEMENT 3 3241 ��\ � \\\��\�•:.` ;.,��, .:• � 2 8 3 5 °� <`�.. �F.°\: r'I OTHER FRAMING 0 ;O\. \ 4.SEE PAGE 6 003 FOR ALL `?a\ \:.:. rasa ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. - _ 202 SWING JELD-WEN _ ` ,.,•` J..,f, at 9 p\D•�\ I n �, pu 81 pu �.ca=.�\ .\��\531:: \a�i\\ ,::P��. ''1^^ �a�` \ .�> _ _ \ \ .��\„ ins''L.,' Lu �i/ =-j �F CASEMENT 3253 -8,. ,\ 5 \"> \ 2 8 41 WINDOW NOTE: F ,: \... : o\\ \ Lf) 2 ; „ \.. ,: € ...... I E I �r 203 SWING JELD-WEN 2-b 8-O « a. . .? O I. ALL NEW WINDOWS B DOORS SHALL BE FELLA K FIXED 3265 $ c c.= 2-8 5-5 ;: O ., Q a. LIFESTYLE SERIES CASEMENT, AWNING OR PICTURE J \ \ I \ ;\\,., �\,\\\�\ j Q MANU. 5PEG.5. SEE \\ I p (AS NOTED); INSTALL AS PERM _ _ _ \\ 1 1 \ i I, 204 SLIDERS JELD WEN 5 4" L CASEMENT 5241 - \. 3-5 NOTE #q IN "GLA55 WINDOWS AND DOORS" ON PAGE - ~� 6-002 FOR MINIMUM REOUIRED WINDOW - ''"' o `. oo \ ,\ PERFORMANCE. IF CASEMENT WINDOWS - ALL GSMNT \\\ ,� i° �\�.,,�. 205 SWING JELD WEN 2-6 8-O �\,�,• , :� :�� `: �� ` �� M (2) CASEMENT 2-3565 :� ,,'y,��, ;��\� .�� ;°:= 2-I I 5-5 . WNDWS SHALL HAVE STRAIGHT ARM HINGE WHEN IVNMN. �\�T � �'\ � I, � \ \: ::c, .\ "A N \\ - \ OPE a.. ;....c. s :;...fvs E \6 ! I II 206 SWING JELD-WEN 2'-O„ > ' 2.IF DOUBLE HUNG - ALL DEL. HUNG WNDWS TO BE N (5) CASEMENT 3-3565 21 \•:. TILT WASH \\ ,, 2-I I 5-5 6.52 S.F. [� \ \.\\\ FF TO BE TEMP. 6L. T \ \ . I- 3.ALL GLAZING WITHIN I&' OF ��\\°. ��.:. �� 207 SWING JELD-WEN 1' p11 .,.\`\\\\. ::�':.: 4.SEE PAGE 6-003 FOR FRAMING ELEMENTS AROUND P PICTURE CUSTOM - - ,.. . WINDOWS (TYP. FOR ALL) U.O.N. 5 8 �5� Q W _ -.. __ \.::, 208 SWING JELD WEN 1E21 611 81 p,l :;'�►;.; ,.: ..._,.: \'\ :; ' fP EGRESS NOTE: Q (2) AWNING 2-2a23 -5' :\\\ \': ,�i1\' \ 2-5 1-I I •; ' IN COMPLIANCE WITH NEW YORK STATE BUILDING �"`' Q -j CODE,SECTION R310.2.1;THE FOLLOWING MEANS OF \ \\ . \\\\ \\ EGRESS SHALL BE FOLLOWED: 20q SWING JELD-WEN , NET CLEAR OPENING........... 5."1 S.F. _ _ _ 210 SWING JELD WEN 21 011 8, Oil NET CLEAR HEIGHT............... 24" MINIMUM �• NET CLEAR WIDTH................. 2011 MINIMUM 211 SWING JELD-WEN 2'-011 81 O II 3 STAIR B RAILING NOTE: OF:.a O I. ALL NEW STAIRS SHALL HAVE MAX. 8-I/4" RI 8 MIN. 10" \�°`��\�\ >��,: � .:•..." is 212 SWING JrLD-WEN 11 1 Tr - CLOSED RISERS 2-O 8-O 2. 42" H16H GUARDRAIL d SPINDLE SPACING NOT TO ALLOW PASSAGE OF A 4" (P SPHERE;36" HIGH HANDRAIL 8 SPINDLE SPACING NOT TO ALLOW PASSAGE OF A 4" 4) SPHERE 3. 6RIPPABLE RAIL AS PER CODE SMOKE DETECTOR / GO DETECTOR NOTES: u� N O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT O SMOKE /CARBON MONOXIDE COMBINATION DET=GTOR HARD WIRED TO EACH OTHER w/BATTERY BACKUP. 2.INSTALL ALL AS PER MANU. SPEC.'S 30'-3" 40'-q" 3.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR IN COMPLIANCE WITH LOCAL CODE 5'-8" q'-4" q'-4" 5'-II" 15'-q" '1'-5" 14'-II" NEW WOOD FLOOR: E EI FLOW E EI FLOW E EI ELOW O I. NEW J" PLYWOOD SUBFLOOR BENEATH (GLUE 4 SCREW); ` SCREW PERIMETER OF SHEATHING 4" O.G. d 12" O.G. ®INTERIOR. NEW HEADER HEIGHT TO BE q'-O" NEW ❑ 2.NEW ENGINEERED WOOD FLOOR PER H.O. SELECTION D . NEW TRELLIS 13 I NEW TILE FLOOR: O _ ABOVE;SEE 10" TYP I. NEW TILE FINISH (H.O. TO SELECT) UPON cV 5-102.00 FOR 2.ONE LAYER THINSET (LEVELED PROPERLY) UPON f 3.NEW " DUROGK CEMENTBOARD (OR EQUAL) UPON /v'NEW CEILING HEIGHT O , DETAILS I NEW r 4.NEW " PLYWOOD SUBFLOOR BENEATH (GLUE 4 SCREW); THIS AREA ONLY; // EXIST. GREAT NEW VAULTED CEILIN PROVIDE NEW 50 GAL. I I I DN• T G!/ SCREW PERIMETER OF SHEATHING 4" O.G. b 12" O.G. ® ROOM INTERIOR. 8'-0" BURIED DRYWELL 8'-7" I I CONNECTED TO GYPSUM WALL BOARD: G D G OUTDOOR 51 ORS INK (K) OINSTALL MOISTURE RESISTANT 6YP5UM BOARD IN ALL - - - - - - - - - - - - - - - - - - - - - - - BATHROOMS, AND CONCRETE BOARD IN SHOWERS AND TUB SURROUNDS , N � NEW ATTIC ACCESS - FULL DOWN STAIR: r 2 EXIST. WOOD I M ON DECK; / D M 8 I. MIN. 350 # CAPACITY I \ PROPOSED J F- 2.SIZE TO FIT MECH. EQUIP. THROUGH OPENING (MIN. =ry \ STONE PATIO I / \ w 22"x30") - I _ NEW ROOF COVER 3.DBL. FRAMING WHEN NEW OPENING ' I \ O 4.INSTALL AS PER MANU. SPEC.'S N Q NEW 3 / U 5. CONSULT H.O. FOR PRECISE LOCATION OF ACCESS UP - > EXIST. DINING ONEW LAUNDRY ROOM: ROOM I \ n _j �r = q I. NEW WASH /DRY HOOKUP F \ ' 2.COORDINATE LAUND. ROOM d DOOR DIM.'s I * i+ PROVIDE NEW _ t w/SIZE OF EQUIP. ® ® MOULDING ® 3.PROVIDE HOOK UPS AS REG S PER MANU. _ - Q EXISTING WALL 4 NEW COVERED \ Q 3 OPENING TO MIMIC - PORCH EXIST. LIVING *' WRAPPED COLUMN 700 S.F. I \ I I 3 IN GREAT ROOM I PROJECT: DRYER EXHAUST NOTE: m ROOM z I. DUCT SHALL TERMINATE TO EXTERIOR - 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY - - . OPENINC75 '. 3.DUCT SIZE AS PER MANU. - -... -..............-................ - -.._.. -._....__ ......_..._._........ _._..__... ------ _ _ --- --- --..... . __-- - - 4.DUCT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER A-501 - - _ _ _ _ _ _ _ SANCHEZ A-301 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN r:' EXISTING BEAM TO REMAIN I R E N OVAT I 0 N CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO uo CONNECT THE DRYER TO THE EXHAUST DUCT 5Y5TEM +' i SHALL BE LIMITED TO 51NGLE LENGTHS, NOT TO 10 EXCEED 5 FEET AND SHALL BE LISTED AND LABELED / U IN ACCORDANCE WITH UL 2158A. 6.EXHAUST DUCTS SHALL BE MIN 0.016 THK RIGID NEW __ 515 SOUTH OAKWOOD ROAD METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS DN• RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST EXIST. EXIST. EXIST. DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL GL. GL. GL. NEV4 EXIST. B E it MATTITUCK, NY 11952 SCREWS 110 L I I L DIN. 1. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER 1 KITCHEN LOCATION TO THE WALL OR ROOF TERMINATION. THE EX %ACEX. � MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 J EXISTING DOOR TO BE u�u�� I DRAWING TITLE: FEET FOR EACH 450 BEND AND 5 FEET FOR EACH q0" 6 105 EX. EX. 104 REMOVED AND Q \ BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES O EW EX REPLACED IN KIND =1 I PROPOSED FIRST FLOOR PLAN NOT INCLUDE THE TRANSITION DUCT. MUDROOM NEW GAS FIREPLACE INSERT: a 1p EXIST. I. H.O. TO 5ELET MODEL O 13 2. CONNECT A5 PER MANUFACTURER SPECS Gam-• EXIST. 3. PROVIDE ALL NECE55ARY VENTING F7 EX GL. �° NEW GAS CONNECTIONS: VENT EXIST. 101 BEDROOM EXIST. EX15T. II I. PROVIDE NEW GAS CONNECTION AS LOCATED ON GL. BATHROOM PAGE: PLANS 2. SEE GAS RISER DIAGRAM FOR CODE EX 31_Sy2 ,� -7_Sy2 6-2 \ _A1® ■ O® COMPLIANCE 4'-`I" '� 3. NEW CONNECTION AT HOL15E FOR GAS STOVE IN 6'-?y„ O BASEMENT NT TO BE GUTTED 8 LOCATION;CONNECT THROUGH 2 0 • i - \ EXISTING BATHROOM m REFINISHED. PLUMBING 6 c0 MODIFIED PROVIDE (1) NEW 3 TON HYDRONIC AIR HANDLERS: ' LOCATIONS TO REMAIN p / I \ COVERED 12 I. UNITS BY "RHEEM" OR APPROVED EQUAL EX. / ' \ PORCH \ 2.PROVIDE TONNAGE FOR SECOND FLOOR "ZONE I" AT a 205 s.F. DATE: 02/08/22 MASTER BEDROOM SUITE d "ZONE 2" FOR REMAINING 2 EXI5 7 OF 16 O O / I \ \ SECOND FLOOR AREAS;UNIT LOCATED IN ATTIC. BATHROO ❑ NE 3.EXI5TIN6 FIRST FLOOR HVAG SYSTEM TO REMAIN COLUMN AND AZEK WRAP: I p� E E 13 1. 6 xb P.T. COLUMN CONNECT TO FOOTING AND !oil 3-�2 HEADER PER DETAIL R D ARC 2. PROVIDE AZEK COLUMN WRAP WITH MOULDING KIT (OR EQUAL) YN � Q h d sr`: a & 5 PROPOSE F I R57 FLOOR PLAN I,l 40 S.F. HAE3I7ABLE SFAGr=; 2,cf 15 S.F. OROSS AREA SCALE: 1/4" = 1'-0" BLINDS BETW)rEN T ASS INSTALL . .. :. � <.: �` ..::.....' .:. . . :'... .,. ,.:..;...:.`... ..,., ;...,..:.;.:.:`.. :.. . ::.....::::.,.:...`...: .. E D WS SHALL BE FELLA LIFESTYLE SERIES ALL WINDOWS 8 FELLA DOORS TO HAVE BL HE GL ALL N W WIN O SEEP GE G 003 FOR AI ING STRAPPIN DETAILS. a.S ER MANU SPEG.s. A R N L SEE DOOR SCHEDULE FOR ALL GLAS5 DOORS FROM SAME MANUFACTURER .... \ A I \ :. 0 lil \ \.. •:\ \..� DOOR \ \ \. �. HEIGHT \. `�.NEW P <: ., �\.. . . .. .. ... ... ... .,. ..... .�... \ \ \ \ \ W \ \ \. .O D \\ \\.. \. \ \ \. <.. c . . \.. �. c EMOLISHE �\ \.. . _ \. N NGTOBED \ --{{ OD FRAME L.G. STL. �o....:.:�. . \\... \\\\........ . . . .\ ..� �..�.�... ��\�. ._��> •�\�._.: �:.... :�;;_ W -I WO ..:•i'..:. TAG DESCRIPTION MANUFACTURE <::' �. NOTES \.\ \\\ .,.`:>.....:: EGRESS ,. .: WHEN APPLICABLE) .��\,� ..,�.. \��\ ;i�` NG TO REMAIN N ., \ . EXISTI \.��° CLEAR WIDTH HEIGHT r�� WINDOW DIMENSION :�. <:� �\�' W NEW FOUNDATION WALL \` <... OPENING Q �- NEw WOOD FRAME (L.G. TAG TYPE MODEL # \\ > '' TEMPERED \ \: \ ;`'` \�\\� �o�� WIDTH REQ'D: 20" _. :,: \\ Z 4 .. N APPL IGA BLE HEIGHT REQ D.2 .. \ WHE ) ...... \ <\.. \ \. \\., a..o... \\. ( Tf� \ HEIGHT' W H EIGH j .,�\ .. �. .. .� �. \\. ,.... ..\.. , \\ \ \. \\.\ \ \\ ._\\ .. ... .. . .. \� .ate\\ \ OPEN REG2 D 5.'! S.F. .� ........� ..... .... ... ..... \ �..`\ \ �.` ��, " u NEW I HR FIRE RATE IN. 2 2 x4 STRUCTURAL \ _-\ -- - ------- _ J A (2) CASEMENT 2-3241 i ® 4 WALLS 2-8 3-5 5.81 S.F. ::-a:' J 5T POST FOR 101 SWING W/ 51DF-LITES THERMATRU ►:;:, ,> \: WOOD FRAME L.G. L \:\:. \\ . . s e '^ II II 1 MIN. 2 2 xb STRUCTURAL WHEN APPLICABLE) _�`: \` ._...� �:: ,<\\. u I 1, � II \I...; II 3 35 \ \.: 2 ;' 2-I I 2-I I ', \' \�.< ., .:>ti\ :: O Q B CASEMENT 5 _ \ \ '\\ . . ;. \ BLINDS BUI T POST FOR 6 WALLS), U.O.N. 1 I I \\, x, >,. ° BL L O \, 1[102F SLIDERS FELLA b-O 8 �`p O Q "` • NEW 2-HR FIRE RATED �� \�°' =w�:��.. �.,,�, , :.:.. ; `��``.I INTO GLASS � � �.4\, ry.. \\\ i I II 1 II \«' '«w.\.%w.� 4 \:"? I.�./ WOOD FRAME (L.G. 5TL. G CASEMENT 35'il 2=[ ✓ 2-I I 5-II ��" - 103 SWING FELLA 2-8 b'-8" 1 . m , ,�i � BLINDS BUILT }- � m WHEN APPL I GABLE �\. INTO GLA55 D FPICTURE 5a71 \ \` S-I I \ 104 SWING IF JELD-WEN 2'-6" IF b'-8" `rV : A 2 .\\ . \\ ,\op\: \\. �.a 0 0 \: E PICTURE GU5TOM 8-10 5-I I ' \\\\ Q m`\ \ Z FLOOR PLAN NOTES 105 POCKET JELD-WEN 2-6 b-8 `� �� ""� W ", " \` \\ Q I 2 AWNING 2-5325 `.,2 ` 4-5 2-1 ..., DOOR NOTE: _. I I. INSTALL NEW INTERIOR DOORS WHEN GALLED SLIDERS FELLA 5'-10" b'-8" ��, V`U BLINDS BUILT 00 O I I .: �� . - JE _ ,�:�\`\� \�� INTO GLASS > d' O V: \. \' \ II A F 2 CASEMENT 2-355a ., \\. ", I \` 2 I I 4 II D-WEN OR EQU L) ( ) .. N BY JEL Q OUT ON PLA NS S \\ .. \\.. 5 WHEN GALL < EXTERIOR DOOR \ , ,\\ \\ \\ _`EW EX \ \ \ \2.INSTALL N o. \ \ \. S \..... .. ... ... Pam. ...... ... �: �.. ... ,... .. I '� OUT ON PLANS BY THERMATfZU (OR EQUAL). \\ \ \ \ \ \ i \�� 1 II 3.DOOR TYPE TO 5 ... C) L 2 CASEMENT 2 3253 \. 2..8.� , .... .. ....=4 2 8 4-5 ..� \ \... \ .\,. �>�: .\ .\\\> a.... `.�•,., .......- AS PER MANU SPEG.s - - - " V 4.INSTALL ;.:r:a ::..: " \W:. .\ SWING JELD WEN 2 6 8 O 3.PROVIDE (2) 2"x8 HDR., U.O.N. H (3) CASEMENT 3-3241 8 \ \ <' < :: N 4.SEE PAGE 6-005 FOR ALL OTHER FRAMING \ "' .. . .. JELD-WEN - - ,► ;: I LL ' ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. .,.. ,e... 202 SWING 2l 011 81 OII J CASEMENT 3253 2'-S .. \, �Wa , 21_Q,1 41_51I O \\.. \. NOTE: ..\ 203 SWING JELD-WEN 2'-6" 8'-O" `:\\ I- L0 WINDOW N \ \ 2 8 DOORS SHALL BE FELLA K FIXED 3265 \\\ ": '- \" 2'-8" 5'-5" L'nO I. ALL NEW WINDOWS ,,, Q\: \ :.r Q E SERIES CASEMENT AWNING OR PICTURE o.:.\c\ . \;c, IF LIFESTYL e 1 1 n I :��aa\•, 204 SLIDERS JELD WEN 5-4" 8 O r.� �\_.,,,.< AS PER MANU. SPEG.S. SEE AS NOTED INSTALL r\ al " '\` 11 II a L CASEMENT 3241 = \� 2-8 3-5 � NOTEq IN "GLASS WINDOWS AND DOORS" ON PAGE MINIMUM REQUIRED WINDOW 11 1 11 °' G 002 FOR MI 171 �� \\ � � �`- 205 SWING JELD-WEN 2-6 � IF CASEMENT WINDOWS - ALL GSMNT �� '" \\ ` \' _ PERFORMANCE _ \\ M (2) CASEMENT 2-3565 ..\ �` ��`.>��>.,�� 2'-IIII 51 51I 6.52 S.F. � - ^��< WNDW5 SHALL HAVE STRAIGHT ARM HINGE WHEN a\ , „ ;. OPEN ? o\: ' 206 SWING JELD-WEN 2 O \ a, 2.IF DOUBLE HUNG - ALL DEL. HUNG WNDW5 TO BE N (5) CASEMENT 3-3565 `:':�- I '� " ' 2'-II" 5'-5" * :` \ .:::..;;:;, TILT WASH \ -_ li , o\, 20'I SWING JELD-WEN I'-O" 8'-O" \► �.:' 3.ALL GLAZING WITHIN IS OF FF TO B E TEMP. 6L. \\\;:�i'.` ��:;., , 1- II 1_ a .�� a°. ��:e \\ \ 5 8 5 5 W 4.SEE PAGE G-003 FOR FRAMING ELEMENTS AROUND P PICTURE CUSTOM �\ �, , \: WINDOWS (TYP. FOR ALL) U.O.N. �- =° \ 208 SWING JELD-WEN 2-6 8-O «,;:�� .,,,<_,:.,� o\'::,•,:��' Q (2) AWNING 2 EGRESS NOTE: [� C-� IN COMPLIANCE WITH NEW PORK STATE BUILDING \ \ V R; J O LOWING MEANS OF CODE SECTION R310.2.1•THE F L 2oa SWING JELD-WEN 2'-011 8'-0° ° a ; EGRESS SHALL BE FOLLOWED: -\\ \ m NET CLEAR OPENING........... 5.-i S.F. 210 SWING JELD-WEN 2-O 8-O �► \ ~~ \ NET CLEAR HEIGHT............... 24" MINIMUM 11 \ \\ \ + :J ' \ NET CLEAR WIDTH................. 20" MINIMUM \ \ 211 SWING JELD-WEN 2'-O" g STAIR 8 RAILING NOTE: - _ " " IF 212 SWING JELD-WEN 21 Oli 81 OII .��, �\ `_� � I. ALL NEW STAIRS SHALL HAVE MAX. 8-I/4 RI MIN. 10 Tr - CLOSED RISERS \\ \\ 2. 42" HIGH GUARDRAIL 8 SPINDLE SPAGIN6 NOT TO ALLOW PASSAGE OF A 4" 4) SPHERE;36" HIGH HANDRAIL d SPINDLE 5PAGIN6 NOT TO ALLOW PASSAGE OF A 4" 0 SPHERE 3. GRIPPABLE RAIL AS PER CODE OSMOKE DETECTOR / GO DETECTOR NOTES: 4 I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT D fJ SMOKE /CARBON MONOXIDE COMBINATION DETECTOR O i HARD WIRED TO EACH OTHER w/ BATTERY BACKUP. 2.INSTALL ALL AS PER MANU. SPEC.'S 3.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR IN COMPLIANCE WITH LOCAL CODE NEW WOOD FLOOR: O 1. NEW J" PLYWOOD 5U5FLOOR BENEATH (GLUE 8 5GREW); NATURAL LIGHT $ 5GREW PERIMETER OF 5HEATHIN6 4" O.G. 6 121, O.G. ® VENTILATION I I 1 2.NEW EINTERINGINEERED WOOD FLOOR PER H.O. SELECTION R. AREA 250 S.F. I I 1 1 NEW TRELLIS;SEE 1 I I PFOR DETAILS NEW TILE FLOOR: 55 REG. S.F. PROV. O I. NEW TILE FINISH (H.O. TO SELECT) UPON L16HT 2.ONE LAYER THIN5ET (LEVELED PROPERLY) UPON REQlp 22.4 S.F. 5q.5 S.F. 46'-10" 3.NEW " DUROGK GEMENTBOARD (OR EQUAL) UPON VENT Iq'-lOY2" 1 4.NEW " PLYWOOD SUBFLOOR BENEATH (GLUE 8 5GREW); REQlp 11.2 S.F. 21.0 S.F. 10-1�2 M P M N 2 M 5GREW PERIMETER OF 5HEATHIN6 4" O.G. 4 12" O.C. INTERIOR. L IlL GYPSUM WALL BOARD: - O INSTALL MOISTURE RESISTANT 6YP5UM BOARD IN ALL Iq_3 _ II m I I'-aY2" 10'-OY2" BATHROOMS, AND CONCRETE BOARD IN SHOWERS AND TUB 1 = NEW NATURAL LIGHT $ 1 SURROUNDS GL. VENTILATION r OFLOOR NEw ATTIC ACCESS - PULL DOWN STAIR: 1 �Y I Ib S.F. 202 AREA 185 S.F. I N I. MIN. 350 # CAPACITY Ld 2.51ZE TO FIT MECH. EQUIP. THROUGH OPENING (MIN. r I } 1 % REG. S.F. PROV. I L 22"x3o") / LIGHT 3.DBL. FRAMING WHEN NEW OPENING G2 1 CATHEDRAL - KtOlp 14.8 S.F. 37.1 S.F. MODIFIED I U 4.INSTALL AS PER MANU. SPEG.s GEILIN6 cV VENT BEDROOM 5. CONSULT H.O. FOR PRECISE LOCATION OF AGGE55 , 7.4 S.F. 12.6 S.F. MODIFIED I I - REGYD - - - - - - - S.F.- W - BEDROOM � � NEW LAUNDRY ROOM: 2e0 S.F. O I. NEW WASH / DRY HOOK UP 2.COORDINATE LAUND. ROOM 4 DOOR DIM.'s w w/SIZE OF EQUIP. 3.PROVIDE HOOK UPS AS REO'S PER MANU. ..-_....._ .-_.._._.. - -'- -'-- ---. -_ ' _ ...__. .�, .._..__ ....._._..__._.._._._..__... - -'- -----..-. -'--- -- - --._...----- - - - - - - - -- - - - - __ _.. A-501 _ ® ® MODIFIED = NATURAL LIGHT 4 A 30l DRYER EXHAUST NOTE: PROJECT: 1. DUCT SHALL TERMINATE TO EXTERIOR 1 +.-. 155 5.F. BEDROOM VENTILATION 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY 5 FLOOR OPENINGS �- 3 4 AREA REG. S.F. PROV. 3.DUCT SIZE AS PER MANU. I EXIST. CHIMNEY cY SAN CH EZ 4.DUCT SHALL BE EQUIPPED w/ A B CONCEALED DAMPER R E N OVAT I O N 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN 13-2Y2 b OY2 i • LIGHT dJ CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO - - . - 5M/GO �Qlp 16.0 S.F. 51.0 S.F. ry CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM _ - - 201 VENT 8.0 S.F. 22.0 S.F. L SHALL BE LIMITED TO SINGLE LENOTH5, NOT TO EXCEED 5 FEET AND SHALL BE LISTED AND LABELED - m - NEW " REO'D IN ACCORDANCE WITH UL 2158A. 1 cV 4 1 DN. .III"ter 8'-q�2" q • .� „ 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID 1 _ a T3ATTIG 4 5M/GOy2 204 515 SOUTH OAKWOOD ROAD METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS I - NEW WALK-IN • p PULL RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST ( o _ , MATTITUCK NY 11952 GL. 212 SM/Co IDOWN 5M/GO NEW f DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL 1 - O in 55 S.F. _ _ I 208 tr LADDER 203 SCREWS 1 GL. dJ 1. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER tl1 I' 3" 6'-I lY2" I`-3'-2Y:2 IF-3'-by2" LOCATION TO THE WALL OR ROOF TERMINATION. THE I 2oq „ , , DRAWING TITLE: MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 1 FEET FOR EACH 45° BEND AND 5 FEET FOR EACH q0° : .: - _ BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES 1 O GL. ((( ®))) 206 ® NEW OFFICE PROPOSED SECOND FLOOR PLAN NOT INCLUDE THE TRANSITION DUCT. NEW GAS FIREPLACE INSERT: 1 7 210 NEw _O 1 6 10 I. H.O. TO SEEET MODEL OIL. O 6 1 `fl 14 S.F. 20? NEw CATHEDRAL I O 2. CONNECT AS PER MANUFACTURER SPECS d `� BATHROOM GEILIN6 I 5 ' L 3. PROVIDE ALL NECESSARY VENTING - - __ i5 S.F. ? r _ - - - - NEW 2-q BATHROOM 3 N NEW 6A5 CONNECTIONS: 2 _•` a3= I NATURAL LIGHT & it 1. PROVIDE NEW OAS CONNECTION AS LOCATED ON iso S.F. O PAGE: PLANS NEW 6'_1o, _ H 14' o" VENTILATION I II - i II FLOOR q8 S.F. A:104n00 2. SEE 6A5 RISER DIAGRAM FOR CODE L ' Oa AREAGOMPLIANGE3. NEW CONNECTION AT HOUSE FOR GAS STOVE IN r EXISTING LOCATION;CONNECT THROUGH O J K J % REG. S.F. PROV. BASEMENT =tV ram` I ; ICATHEDRAL ® � REQ D 7.8 S.F. 30.4 S.F. PROVIDE (1) NEW 3 TON HYDRONIG AIR HANDLERS: �t tt /��'J 21I t� CEILING 1 I 740 - � VENT 12 I. UNITS BY "RHEEM" OR APPROVED EQUAL (V / - 1 L J L J J VENT 5.q S.F. 1-1.2 S.F. DATE: 03/1.7/22 8 OF 16 2.PROVIDE TONNAGE FOR SECOND FLOOR ZONE I" AT MASTER BEDROOM SUITE 3 "ZONE 2" FOR REMAINING SECOND FLOOR AREAS;UNIT LOCATED IN ATTIC. 2 3.EXISTING FIRST FLOOR HVAG SYSTEM TO REMAIN G COLUMN AND AZEK WRAP: 15'-0.1 I6'-1011 13 I. b"xb" P.T. COLUMN CONNECT TO FOOTING AND HEADER PER DETAIL 46'-10" • �, 2. PROVIDE AZEK COLUMN WRAP W 1 TH MOULDING EDA KIT (OR EQUAL) C' - � M. �' /xv D O ' E C F U E Q A� O fi ROFOSED SECOND FLOOR PLAN N,p� o3, "a15 11 I 11 ��,� �BUILDING� 2d2� ,�. 4Y n'�p 1/550 S.F. HAE31TAE3LE SPACE; 1,550 S.F. GROSS AREA SCALE: I/4 = I -O TOWN OFSODUTHOLD f OF R' , �. a) Q ELEVATION NOTE5 H a) ONEW SIDING W = N SEE AL50 NOTES AT SECTIONTq J W � IA WHITE BOARD BATTEN Q W }: IS NEW HARDIE CEMENT LAP SIDING; WHITE Z OJ � Z ONEW ROOFING NOTE (T1'P.): Lo SEE ALSO NOTES AT 5EOTION J O L O 5 d ® NEW METAL ROOFING / m Z d' — — B NEW ASPHALT SHINGLE ROOFING BY 'GAF' (OR EQUAL) (MIN 50 YR. WARRANTY) _ Z � Q W O3 J NEW PATIO $ STEP5 TO BE BLUESTONE / m�2B j A lluon uur^ ' C) NEW 5" SEAMLESS GUTTERS 4 DOWNSPOUTS; WHITE _ / Z J T1 T1 OO (TYP) ALUMINUM HALF ROUND 4 Z >: 4 TI O PROVIDE CONCEALED FLASHING AT ALL ROOF Z 5 INTERFACES. _ LL W N STRUCTURAL COLUMNS $ HEADERS TO HAVE \ / \ ~ _ In O AZEK WRAP AND AZEK CLADDING SEE PACE 5-102.00 FOR TRELLIS LAYOUT; O7 L ENSURE TRELLI5 HEIGHT CLEARS GREAT ROOM `-� \ SLIDERS INCLUDIN5 A 5.5" TRIM PIECE O W ol H U W F.F. Q ......_...._......-......... ..............;................. -- - 3 NEST ELEVATION (FRONT) SCALE: 1/4" = 1'-0" z w O z O i N li.i — — — PROJECT: SANCHEZ RENOVATION 515 SOUTH OAKWOOD ROAD MATTITUCK, NY 11952 / ` / ` DRAWING TITLE: IB PROPOSED EXTERIOR ELEVATIONS "N O ! \ / / 7 - PAGE: lo b F.F. — — - _._ cvA-201m00 DATE: 02/08/22 9 OF 16 6 \ / F9 7\\. �F///, D s C2, F.F. cc�\�� SOUTH ELEVATION (R I O HT o5 o`r SCALE: 1/4" = I'-O" o 374 -� . FOF N�� ELEVATION NOTES a Q U OW N NEW SIDING W SEE AL50 NOTE5 AT SECTION Z IA WHITE BOARD $ BATTEN Q LW >; IB NEW HARDIE CEMENT LAP SIDING; WHITE Z O Z J , O2J _ NEW ROOFING NOTE (TYPJ: F— J SEE AL50 NOTES AT SECTION Lo Y IX 0 ® NEW METAL ROOFING j �B O NEW A5PHALT SHINGLE ROOFING BY 'GAF' (OR EQUAL) — — — (MIN 50 YR. WARRANTY) Z J O3 NEW PATIO $ 5TEPS TO BE BLUE5TONE _ _ 00 Z O O CD NEW 5" 5EAMLE55 GUTTERS 8 DOWNSPOUTS;WHITE / O4 (T`(P.) ALUMINUM HALF ROUND J O 5 4 PROVIDE CONGEALED FLASHING AT ALL ROOF � z O N INTERFACES. LL W (D O6 STRUCTURAL COLUMNS d HEADERS TO HAVE AZEK WRAP AND AZEK CLADDING _ _ a \ / ;~\ ......_..... r-I J O 5EE PAGE 5-102.00 FOR TRELLI5 LAYOUT; i._....__._.... OEN5URE TRELLIS HEIGHT CLEARS GREAT ROOM 5LIDER5 INCLUDING A 5.5" TRIM PIECE 5 - O! LLI s dJ U ; --- F.F. IN, V J Q 115 } X : U1 ...,. I � F.F. EAST ELEVATION (REAR) 50ALE: 1/4" = 1'-0" z w 0 U PROJECT: SANCHEZ j� RENOVATION 4 515 SOUTH OAKWOOD ROAD / \' MATTITUCK, NY 11952 �Ji \ _......_...._.................... ..............-- ...._...... ........�-__..__. _..._..._..__......._ DRAWING TITLE: O O I\ K / PROPOSED EXTERIOR ELEVATIONS F oe F . oel6 PAGE: 02m00 ............................ A r o DATE: 02/08/22 10 OF 16 D ARC'�i na poi Tyr NORTH ELEVATION (LEFT SIDE) 5GALE: 1/4" = 1'-0" 4 �O TF OF NEB (L O BUILDING 51=G7ION NOTE5 Q V NEN ROOFING NOTE (TYP.): LLJ Z O I I. INSTALL NEW ROOFING AS NOTED ON O ELEVATIONS -j rl 2. INSTALL ICE AND HATER SHIELD FROM FASCIA UP TO 24 FROM INSIDE FACE OF STUD WALL PROPOSED RIDGE HEIGHT ---------------------_ ui >: AND AT VALLEY5 OVER ELEV. +28.4' � 5. INSTALL 15 # BUILDING FELT (U.O.N.) OVER Z 4. 1/2" GDX PLYWOOD SHEATHING (BLOCK ALL Z J SEAMS) Lo 5. GAP SHINGLE OVER RIDGE $ HIPS (AS REQ'D) 12 b. PROVIDE RIDGE VENT (A5 REa'D) M O 'T. FLASH ALL VALLEY5 10 5.INSTALL DRIP EDGE AS REO'D O Lo = a. INSTALL ALL AS PER MANU. 5PEG.'s im Z OTYPICAL ROOF 4 CEILING CONSTRUCTION: _ 2 • NEH ROOFING AS NOTED • 1/2" GDX PLYPO SHEATHING (BLOCKING ® ALL PLYWD SEAMS) Z Lu W • P.R., G.J., $ G.T. AS NOTED ON PLANS (® 5PAN5 s Q J OVER & INSTALL "X" BRIVOINO ® CENTER OF 00 SPAN,U.O.N.) • PROVIDE R-4q BATT INSULATION W/2" SPRAY 3 FOAM AT EAVES J � co TYPICAL EXTERIOR WALL CONSTRUCTION (TYPI O O3 UPON "TYVEK" HOUSE HRAP (OR EQUAL) ( dJ, 4 Z 4 • UPON 1/2" GDX PLYHD. SHEATHING (BLOCKING® _ I Q Z e-11 ALL PLYHD SEAMS) O iV J N • 2"xb" STUDS ® 16" O.G. H/DBL. TOP PLATE it s LL' W (,4 • PROVIDE 2" SPRAY FOAM (R-14);PLUS R-11 BATT t7 Lo m vq INSULATION;TOTAL R-25 f~ Lo • 5/8" GYPSUM BD. HALL FINISH 0 J O EXIST. EXTERIOR 2"X4" STUD WALLS PROVIDE NEH 5" EXISTING SECOND FLOOR 12 SPRAY FOAM (R-21) ELEV. +10.5' �% MODIFIED MODIFIED MODIFIED } O NEW SIDING NOTE (TYPJ:_ �_—_— BEDROOM BEDROOM 40 BEDROOM Lu 4 I. INSTALL NEW 51DINO AS GALLED OUT ON ELEVATIONS I = t 2. "TYVEK" HOUSE WRAP (OR EQUAL) U 5. INSTALL ALL AS PER MANU. 5PEG.'s 4. PROVIDE ALL NECESSARY TRIM FOR PROPER W INSTALLATION 5. SIDING SHALL EXTEND TO TOP OF FOUNDATION _ - A-aoi U J WALL o _ ' NEH OUTDOOR r KITCHEN Q i— EXI5TING EX15TING EXIST. FIRST FLOOR—_ GREAT ROOM DINING ROOM ELEV. +I."f'— - —�� BASELINE ELEV. +0.0' EXISTING EXISTING CRAWLSPACE CRANLSPACE CRANLSPACE ELEV. -1.5' O dJ EXISTING FINISHED BASEMENT BASEMENT ELEV. -7.I.------------------------------------- ... . . .. 3 55G7 1 ON I -I/A-50 1 SCALE: 1/4" = 1'-0" PROPOSED RIDGE HEIGHT X;JELEV. +28.4' I w O CU 12 ry12 r 5 2 W H a 0 NEW ATTIC PROJECT: 3 SANCHEZ 0 � RENOVATION (V O 4 EXISTING SECOND FLOOR 515 SOUTH OAKWOOD ROAD ELEV. +15.6 ----- ------ 12 ------ MATTITUCK, NY 11952 3 12 NEW NEW �7 DRAWING TITLE: CLOSET BATHROOM ' BUILDING SECTIONS m r PAGE: EXIST. FIRST FLOOR _— ■ --- �— - XISTIN EXIST. EXISTING OO ELEV +1.-7 A M HALL. BATHROOM BASELINE DATE: 02/08/22 11 OF 16 ELEV. +0.0' EXISTING EXISTING 0RAWL5PACE CRAWLSPACE 4 GRANL5PAGE ELEV. -1.8' ------ A-4oi _ Ll EXISTING BASEMENT ¢ s , d FINISHED BASEMENT ELEV. -7.1' ------------------------ E E:l ,9T f p o SECTION 2-2/A-50 1 OF "�� SCALE: 1/4" = 1'-0" CL 8"- Q `' (4) 5/8" H.D.G. LAG 0 H cp BOLTS (PREDRILLED) `Lu Z N \ __ uj c•� Lo — — — — — CD C)— — — — — — — — — — — — 3/8" THK. PL. �4 5/8" THK. H.D. iL Ln �/21I GAL\/. PL. z �r m I GAP PLATE IB' _ p FLOOR SYSTEM AS FOR CONNECTION OF 5TL. COL. TO (3) I-3/4" WIDE Z W NOTED ON PLAN L\/L LUMBER OR (5) 2" WIDE OR (4) 2"x WIDE Q -J DIMENSIONAL LUMBER OR 5.25" WIDE P5Loo NOTED ON PLAN NEW 5TL. GAP FL. FLOOR SYSTEM AS I > It O 'B' FLOOR WOOD BEAM WELDED TO COL.;SEE AS NOTED ON PLAN Z NEW 5TL. GAP PL. 'B' FLOOR WOOD BEAM GAP FL. DETAILS TA WELDED TO COL.;SEE AS NOTED ON PLAN NEW 5-1/2" O.D. SGH 40 r 0 GAP PL. DETAILS NEW BASE PLATE 'A' HOT DIP 6ALV. 5TL. COL. FLOOR SYSTEM A5 4NEW 5-1/2" O.D. 5GH 40 WELDED TO COL.;SEE (A5TM AI23) AS PER NOTED ON PLAN . DETAILS FOR FOUND. PLAN BY SIMS Q Z � NEW BASE PL BASE PLATE 'A' HOT DIP 6ALV. STL. COL. BOLTING STEEL (OR EQUAL) � LL 'J CV WELDED TO COL.;SEE (ASTM AI23) AS PER p II Lo w rI NEW 5TL. GAP PL. A FLOOR WOOD BEAM C J W (D BASE PL. DETAILS FOR FOUND. PLAN BY SIDS EXIST. P. GONG. SLAB WELDED TO COL.;SEE AS NOTED ON PLAN BOLTING STEEL (OR EQUAL) PROVIDE GOLD JOINT (PATCH AS REQ'D) GAP PL. DETAILS 0 Ln AT GONG. SEAMS (TYP) NEW 5-1/2" O.D. SGH 40 = II I II J o EXIST. P. GONG. SLAB HOT D 6 . CO HIP ALV. STLL. Tq PROVIDE GOLD JOINT (PATCH AS REQ'D) NEW EASE PLATE 'A' \ 2 AT GONG. SEAMS (TYP) • BASE PLDDETAI S FOR TO COL.;SEE FOUND AI23) AS PER I/411 • �� .. {I FOUND. PLAN BY 51M5 J BOLTING STEEL (OR EQUAL) • ti GRAVEL BASE AS PER O ° $ EXIST. GRAVEL : '.;' °.•. PLAN / SECTION NOTES O.D. SGH. 40 HOT BASE • °• . DIP GAL\/. 5TL. COL. V - �_�_ --- _ --- •�-=—Lr--� —' EXIST. FILL PLAN WELDED TOP EXIST. GRAVEL m = _ a V BASE „ NEW (2) #5 HOR. NEW 50"x5O"xI&" „ NEW (4) #5 HOR. W REBAR UPON (2) #5 DEEP P. GONG. PAD 3' REBAR UPON (4) #5 5"x8"x5/8" THK. HOR. REBAR (4 TOTAL) FT6. (MIN. 4,000 PSI) \ 5TL. BASE PL. Q —' NEW IS"x18"xl2"\ HOR. REBAR (8 TOTAL) DEEP P. GONG. PAD COMPACTED Q FT6. (MIN. 4p00 PSI) EXIST. FILL < FILL \% O (4) 1/2° HOOKED ANCHOR Nam: it e ii BOLTS EMBEDDED INTO NOTE: DETAIL PORTRAYS A DROPPED BEAM s� . Lam:.: ''• f'. FOOTING MIN. 4" W/ OVERSIZED DETAIL PORTRAYS A DROPPED BEAM INSTALLATION, BUT BEAM MAY AL50 BE •.• `.' NEW(b) #5 HOR. REAR WASHER AND END NUT SETUP INSTALLATION, BUT BEAM MAY ALSO BE FLUSH. SIMILARLY, COLUMN MAY BE •.. . ,• UPON W #5 HOR. , FLUSH. SIMILARLY, COLUMN MAY BE LOCATED DIRECTLY BENEATH A POUT ... REBAR (12 TOTAL) LOCATED DIRECTLY BENEATH A P05T ABOVE, WITHOUT ANY BEAM. SEE NEW 42"x42"x15" .• STRUCTURAL PLANS FOR 5PEG IFIG5. DEEP P. GONG. PAD �=__ - __�=a==�_ • , sic=ABOVE, WITHOUT ANY BEAM. SEE FT6. (MIN. 4,000 PSI) ° q. 41 BASE PLATE ',4' STRUCTURAL PLANS FOR SPECIFICS. • 5 STEEL COL. 4 18"x 18"x 12 " FTO. DETAIL STEEL COL. 1$ 50"X50"X 18" FTO. DETAIL STEEL GI-- 1$ 42 "x42 "x 18" FTO. DETAIL. 4 STEEL COLUMN OAF 4 BASE PLATE DETAILS A-401.00 SCALE: 5/4" = I'-O" A-401.00 SCALE: 5/4" = I'-O" A-401.00 SCALE: 5/4" = P-O" A-401.00 SCALE: 3" = P-O" 'SIMPSON" ABAbb® COLUMN BASE cV b"xb" P.T. P05T GRADE I I I 8"O '50NOTUBE' FILLED II 50LID w/ P. GONG. tu (MIN. 4,000 PSI) 1 P HEADER AS SECURE HANDRAIL TO WALL ON AT LEAST ONE II II SPECIFIED ON SIDE OF STAIR IN ACCORDANCE w/MANU. SPEC.'S; PLANS Ij Ij z_ AND NOT PROJECTING MORE THAN 4v2" INTO PITCHED METAL STAIRWAY;SEE HANDRAIL GRIP SIZES ADJACENT (2) #4 HOR. REBAR I I O J0I5T HANGER BY 51MP5ON' OR EQUAL Z °1 FII a (2) #5 BENT FIRST / eEGOND E I N 15HED FLOOR o 18"x18"xl2" P. GONG. PAD II 11 ° REBAR — - — U FT6. (MIN. 4,000 PSI) a �1 1�_ �! ° TY SEGON& (SEION ) \ TYP. ROOF CONSTRUCTION VY MIN. SPACE BETWEEN (SEE SECTION NOTES) WALL AND HANDRAIL \ N `51MP5ON' H2.5A Pg RPy� s/a" PINE RISER \ \ p SO I `f,OTUBE: I$ FAD FTO. DETAIL RAFTER TIE °/4" PINE TREAD \ STANDARDS FOR ORIPFAE3LE HAND RAIL PROJECT: A-401.00 SCALE: 3/4" = i'-O" \ SCALE: NTS OR055 SECTION SAN C H EZ MIN. z HANDRAIL CIRCULAR NON-CIRCULAR RENOVATION G.J. AS PER PLAN I" ROUNDED NOSING - �p \ CLEARANCE FA501A BOARD (NOT INCLUDED IN TREAD DIMENSION) BEAM AS PER PLAN II/211 II/4'I_2 tl 4 n_6Y4" u V PERI- �'4 515 SOUTH OAKWOOD ROAD MIN. METER MAX. Z MATTITUCK, NY 11952 0 'SIMPSON" PG64 NEW 'SIMPSON" LU526 H ;: (FOR 3 PLY BM) GALVANIZED JOIST 'SIMPSON" 5052-2/4 HANGER 60 DRAWING TITLE: (FOR 2 PLY BM) J W JU DESIGN DETAILS m • EXIST. EXTERIOR SHEATHING (3) 2"xl2" STRINGERS ® w/ R-21 _ INSULATION, IF UNDERSIDE 15 FACING t EXIST. SIDING MATERIAL P.T. P05T 11V STORAGE/NON-HA$ITAL SPACE \ � � PAGE: NEW STUD WALL AZEK WRAP AS STORAOE UNDER GYP. BD. I "Z" FLASHING 5/4'x6' P.T. DECKING PER PLAN (WHEN APPL I GALBE) A-4 OlmOO (U.O.N. ON PLAN/ CAP FOR 5ECTION/DETAILS) • DRAINAGE DATE: 02/08/22 12 OF 16 "SIMPSON" (1) P.T. 2"x TO MATCH DEPTH OF POST BASE PER TREATED H/GCONG. (IF APPLICABLE) SILL FOR CONTACT INTERSECTING J015T5 FASTENED w/(2) POST SIZE w/ O 5/&" m x 5" LONG HEAVY DUTY 6AL. METAL DTT DECK TEN51ON BASEMENT / FIRST FINISHED FLOOR LAO BOL75 0 16" O.G. INTO MUD SILL E "Z" TIE BY 'SIMPSON' (OR RIM BD.;WHEN 0 FOUND. WALL FASTEN FLASHING EQUAL) w/(2) 5/8"0 x 5" LONG APPROVED MA50NRY ANCHORS ® 16" O.G. COUNTER FLASHING P.T. DECK JOIST �5 1( P /� Y �' AS PER PLAN NEW STONE PATIO �� 0 NEW GIRDER A5 Q' �e�, � NOTED ON PLANS Z �r f� LEDOER GO1\11�EGT I Oil DETA I L `�� o 4 � COVERED FORGH DETAIL 8 INTERIOR 1�IOOD STAIR DETAIL 9TF �y A-401.00 50ALE: I" = I'-O" A-401.00 „ _ A-401.00 = � � 4F NE SCALE: 5/4 I -O SCALE: 5/4 I -O OE I FERAL SNr�50L EE � O Q U EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT W Z O WOOD FRAME (L.G. 5TL. �--{ EXISTING TO REMAIN WHEN APPLICABLE) J T1 t-- ITA _ NEW WOOD FRAME (L.G. NEW FOUNDATION WALL Q W LLI >_ P ... 5TL. WHEN APPLICABLE) Z NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL _ z WOOD FRAME (L.G. 5TL. ® POST FOR 4 WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL J F- LD Y P05T FOR b" WALL5), U.O.N. 0) O NEW 2-HR FIRE RATED O WOOD FRAME (L.G. 5TL. 0- Lo li WHEN APPL I GABLE) q m Z O 2 p STRUCTURAL PLAN NOTES Z ui OSINGLE SPAN STRUCTURAL MEMBER: STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS OD ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY J J ABOVE INDICATED POSTS. TYP. 5TL. COL.: vq O2 SEE NOTED DETAIL AS PER PLAN. O aZ � 3A I5"xI8"xI2 DEEP P. GONG. PAD FOOTING J N AS PER DETAIL I/A-401 (TYP) WW (D I` Ln 3B 50"x50"xI8" DEEP P. GONG. PAD FOOTING AS PER DETAIL 2/A-40I (TYP) O J O 42"x42"xI8" DEEP P. GONG. PAD FOOTING 3G AS PER NOTED DETAIL 5/A-40I (TYP) W FOUND & POSTS FOR NIP. RAMP: OP. GONG. 50NOTU13E UPON I9)"xI8"xl2" DEEP P. GONG. FOOTING AS PER DETAIL 5/A-40I (TYP);LOCATE g _ DIRECTLY BENEATH COLUMNS ABOVE. LLJ U EXPOSED ROOF POST: e r O NEW 4"x4" P.T. POST FROM P.T. BEAM TO RIDGE. SEE `. = J FIR57 FLOOR STRUCTURAL PLAN FOR BEAM PLACEMENT. U J NEW HANGERS ON EXIST. F.J.: O GUT EXIST. F.J. AT LOCATION OF NEW FLUSH BM. 8 Q FASTEN w/NEW 5IMP50N LU528 HANGERS. PROVIDE LU528-2 HANGERS WHERE JOISTS 51STERED. EXIST. CHIMNEY TO REMAIN: O V.I.F. LOCATION d DIMENSIONS OF EXIST. CHIMNEY FLUE. IF FOUND TO PA55 THROUGH PROP05ED ROOF MEMBERS, THESE MEMBERS MAY BEAR UPON CHIMNEY MASONRY (PROVIDE LEDGER FOR ATTACHMENT AS REOV). PROVIDE NEW CRICKET ON BACK SIDE OF CHIMNEY. ONEW 4" THK. P. GONG. SLAB w/b"xb"-10/10 W.W.M. 8 REINFORCEMENT AS PER DETAIL "VERIFY SLAB SIZE WITH HO SELECTED HOT TUB** O ONEW 5" SEAMLESS GUTTERS 6 DOWNSPOUTS;WHITE (TYP) cV q ALUMINUM HALF ROUND EXISTING STRUCTURAL MEMBERS NOTE: 16-2" ALL EXIST. STRUCTURAL ELEMENTS DENOTED ON PLANS SHALL BE V.I.F. BY CONTRACTOR. CONTACT ARCHITECT IF r ORIENTATION PLACEMENT OR SIZE OF MEMBERS FOUND TO DIFFER FROM THOSE SHOWN ON THESE PLANS. -=•- --_••'=-,-•... . , .. �-- •. .. .:f,3,�.:�•�- ••-':,•-=,-r. ';«;�:- :'-F-.�,:.;�-- ':-,-T: .�-, •-�:..,-�,4-:., - - — — — — — — — — — — — — - - - - - - ,- - - — — — — — — — — — — — SOIL BEARING CAPACITY NOTE: STRUCTURAL DE5ION OF FOOTINGS A5:5UME5 A 501L BEARING CAPACITY OF 1.0 TON5/5.F. N= EXIST. (V= I— - 4 GRAWLSPAGE f 9 w tc LU Lc �p 4FL lu I i EXIST. 5TL. COL. UPON s;. 24"x24"xI2" DEEP P. I GONG. PAD FT6. —1 PITCH TWD5 BENEATH POST ABOVE EDGE 2 2 =ry[A x x0 m - U 2' IJY2" I lu u iv= v LOCATE NEW COL. DIRECTLY n PROVIDE 4" POURED GONG. f NEW (2) z \- x O BENEATH COL. WITHIN �U SLAB W/6xb-IOxIO W.W.M. v 0 2"x8" � ® -1 N � KITCHEN ISLAND ABOVE; F _ x O 7 LUSH B. . X — PROVIDE ADDITIONAL N ® BETWEEN CENTER d UPPER cV J I I X ® X OF SLAB SECURED IN BLOCKING AS REQ D TO wLL PLACE DURING POUR; N X 0 =IL_ N w ENSURE FULL BEARING PROVIDE RAVEL BASE BELOW 411 EXIST. to LE 5-nl2 SLAB;BLUESTONE FINISH 12 EXIST.X ® GRAWLSPAGE N EXIS1.T. (1.2)I`� GRA AGE ABOVE SLAB I -;;' I PROJECT: Lu FLUSH BM. _ LOCATE NEW GOLUMS u (� EXIST. (3 SAN C H EZ DIRECTLY BENEATH z 2"xl0" _ I _ EXIST. 3 2"xl0" I RENOVATION POSTS ABOVE EXIST. (3) I x0 DRP. BMi I DROPPED BM. 4 2° 8° N _ I DRP�Sm. ( EXIST. (3) 2"x8" — ROPPED BM. 2 2 5C I I 515 SOUTH OAKWOOD ROAD MATTITUCK, NY 11952 _ � � �p NEW FIREPLACE cV V �j ABOVE t_:o o _ o X o DRAWING TITLE: � `�= v ILLEXIST 4 :' o z w- n`n x o 0 b BASEM 0 ® 2'-6" ' ; I PROPOSED STRUCTURAL PLAN EXIST. N un' = N ® m w � — — - - - - - - - - - - - - ' X ® GRAWLSPAGE N f Lu to r- u u u� �-..f: — - - - - - - - - - - - - - - -r-io" I � PAGE: 0_?K _�K S-101moo U - v "v X (-iv to EXIST. F Lu z ju- EXIST. w- GRAWLSPAGE N ® Vim® GRAWLSPAGE W T_® w w Lc LU u N QL N < o I I DATE: 02/08/22 13 OF 16 w � a ,.i. :t.. .w•. ,.+y4 y� =t: FROFOSE17 FOUNDATION STRUCTURAL PLAN � z � � , � �► SCALE: 1/4" = 1'-O" * .1 'rJ;' =�� A� 0E I `FERAL. 5 I �50L= E I : a. O Q U _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT �7 �J WOOD FRAME (L.G. 5TL. O WHEN APPLICABLE) W � N EXISTING TO REMAIN .I F- Tq NEW WOOD FRAME (L.G. NEW FOUNDATION WALL Q W >; 5TL. WHEN APPLICABLE) Z NEW I-HR FIRE RATED ® J _ � MIN. (2) 2"x4" STRUCTURAL O Z WOOD FRAME (L.G. 5TL. P05T FOR 4" WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" 5TRUGTURAL JLo P05T FOR 6" WALLS), U.O.N. M ' O O NEW 2-HR FIRE RATED O 0 O WOOD FRAME (L.G. 5TL. (L Lo M WHEN APPLICABLE) >- qt m _ _ _ _ _ _ _ Z NEW(2) 2"xIO" HDR_ NEW (2) 2"xIO" HDR. NEW (2) 2"xIO" HDR. . . . . . _ .a.2 _ . _ . _. _ ._ . _ • - O • NEW 2.6575"x5" LEVEL I wOLM. PSL BM. _ o STRUCTURAL PLAN NOTES I F' I SINGLE SPAN STRUCTURAL MEMBER: v U p Io° TYP. ( LEI O STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS x = x O I I I ff� Q J ACRO55 MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY cV `� N I x I�� > ABOVE INDICATED POSTS. w ® EXIST. GREAT ® I •sl O Z O (D z � Di I 3 TYP. 5TL. COL.: IY ROOM O2NEPq SEE NOTED DETAIL AS PER PLAN GU H52c5�/10 I I I I Z d' EXIST. (I) I.15"xl8" 2.OE LVL FLUSH B Z r"I M. HA GER _ _ NEW 5.25"xa25" LILVEL I W B OLM. P5L M. Q I5"xI5"xl2" DEEP P. GONG. PAD FOOTING - - - - _ _ _ _ _ . — — — — • — • — • ' — • — • — • — • — AS PER DETAIL I/A-401 (TYP) EXIST. (5) I.15"x18" 2.OE LVL FLUSH BM. _ O O NEW 11.75�x9.5 G.P. 2.3E LVL HDR. NEW 2.68'15"xa.25" Lo 50"x50"x18" DEEP P. GONG. PAD FOOTING V.I.F. EXIST. b"xb" POST U •LEVEL I WOLM.P5L 6M. EXIST. WOOD I II N m� In� w� � DECK; 5B AS PER DETAIL 2/A-401 (TYP) OR 5.5 0 5TL. COL; �� * cV _I 0 {u I PROPOSED — r I J O CONTACT ARCHITECT IF ��) > �•M STONE PATIO FOUND OTHERWISEILL IL X N p IL m z XI \. O3G 42"x42"xl8" DEEP P. GONG. PAD FOOTING l4 IL \ AS PER NOTED DETAIL 3/A-401 (TYP.) z NEW (2) 2"xl0" z w wF0 - V in N 41 tom- NEW SIMPSON FLUSH BM. I z cV O �p0 w Q y �I I X W FOUND 8 POST5 FOR ND. RAMP: v LU5210-2 EXIST. 2 2"x101, iv R �`+_ — n HANGERS _ t EX 15T. DINING _ I •��- D 4✓ P. GONG. 50NOTUBE UPON IS"xl8"xl2" DEEP P. GONG. � x O FLUSH BM. 1- - w ROOM - �x 1 `J FOOTING AS PER DETAIL 5/A-401 (TYP);LOCATE p z ® m > DIRECTLY BENEATH COLUMNS ABOVE. 2 I L W EXPOSED ROOF POST: NEW (2) NEW X -i O n 0 N ® 2"x4" PO5T N V SIMPSON w u LL31�I O SISTER (2) NEw 2"xb" POSTS 3-W► f- - X -j z 1 jO LU5210-2 z'> TO EXIST. 6"xb" P05T TO I \ > U O I_ w NEW COVERED G� NEW 4"x4" P.T. P05T FROM P.T. BEAM TO RIDGE. SEE p L „ HANGER I I V FIRST FLOOR STRUCTURAL PLAN FOR BEAM PLACEMENT. N NEw P05TT O I PORCH PROVIDE FULL BEARING NEW HANGERS ON EXIST. F.J._ Im EXIST.ROOMING FLUSH BEPMS N p®I SISTER (2) NEW 1."15"X1.25" 'too 5.F. O GUT EXIST. F.J. AT LOCATION OF NEW FLUSH BM. 6 1 p _ Ul x 6.P. 2.0E LVL TO EXIST. I I Q cV V.I.F. EXIST. I (5) 2"xl2" DROPPED BM. FASTEN w/NEw SIMP50N LU528 HANGERS. PROVIDE x w NEW 7 xa.25 L L I WOLM. PSL BM. LU528-2 HANGERS WHERE JOISTS SISTERED. w N NEW (5) 2"x4" POST I _ (POSTx4 y EXIST. CHIMNEY TO REMAIN: NEW (5) 2"x4" z STACKED BENEAT-I n v — — — — — — — — OPOSTS TO RIDE= V.I.F. LOCATION B DIMENSIONS OF EXIST. CHIMNEY FLUE. POST BENEATH }� IF FOUND TO PA55 THROUGH PROPOSED ROOF MEMBERS, P05T ABOVE .D * THESE MEMBER5 MAY BEAR UPON CHIMNEY MA50NRY > F �I Y.I.F. EXIST. (PROVIDE LEDGER FOR ATTACHMENT AS REG2'D). N ® x-47 ILy (5) 2"xb" = I� i, NEw(2) 2"x4° w X -i L,�, O POST ►n• PROVIDE NEW CRICKET ON BACK SIDE OF CHIMNEY. NEw (5) 2'xb POST POST TO Q Q w tL I �U QIII / •cry-� STACKED BENEATH FLUSH BM. J -�Q I x E ONEw 4" THK. P. GONG. SLAB 6"xb"-10/10 W.W.M. POSTS TO RIDGE 0 w/ 8 REINFORCEMENT AS PER DETAIL - U O Q [=cnx4 VERIFY SLAB SIZE WITH HO SELECTED HOT TUB EXI HDR - F LtL - V .9• To MAIN EOIL. EGIST. EGIST. 6 0.; �-O w O x F o O \ / I a NEW 5" 5EAMLE55 GUTTER5 8 DOWN5POUT5;WHITE (TYP) L L x I I I` p EXIST. N I �I� O ALUMINUM HALF ROUND �' �? w w KITCHEN ' I ' V I-� NEW (2) I.7I5"x'15' G.P. 2.OE x N 4 z T N m x LVL FLUSH BM. w/SIMP50N in 'ED ILE � 4 u c V.I.F. EXIST. X O� 3 ~ HHU5410 HANGERS BELOW r D' N w (2) 2"x8" HVf�, NEW 1- w_x- EXIST. (2) HALLWAY WALL ABOVE I m= I I N I (MIN. SIZE) OR •� I 60 2"x5" HDR N PROVIDE NEw NEW 2.65'75"xa.25" LEA EL I KOLM. P5L BM. EXISTING STRUCTURAL MEMBERS NOTE: MUDROOM Iry NEw (5) 1.75"xa.5" - 2 w p ' — • — • ' — — • — • — • — • — • — — • — • — • — • — 52 S.F. 2.OE FLUSH z � Qo ALL EXIST. STRUCTURAL ELEMENTS DENOTED ON PLANS 1! O.P.. 2 BELOW EXI T. ?�j N M SHALL BE V.I.F. BY CONTRACTOR. CONTACT ARCHITECT IF ORIENTATION, PLACEMENT OR 51ZE OF MEMBERS FOUND TO BATHROOM G EXIST. N ILO NEw 2"xb" u - �j KALL ABOVE X O� I I I O ( G.J. ® Ib" O.G. DIFFER FROM TH05E SHOWN ON THESE PLANS. z p CL. w X Iw EXIST. Q �® w EDROOM EXI T. EX15T. - - I NEW (2) 2"xb" 501L BEARING CAPACITY NOTE: <.-:;<<.. N ® G BATHROOM FLUSH BM. STRUCTURAL DESIGN OF FOOTINGS ASSUMES A SOIL X ____ NEw(2) I.15"x7.25" w L G.P. 2.OE LVL HDR. I I I I v IQ BEARING CAPACITY OF 1.0 TON5/5.F. tHR �NEW(5) - „ ,Po T TO N� \ _ _ _ _ _ _ _ MODIFIED• wFLUSH BM. / \ 515TF-R(2) NEW 2"xIO" TO COVERED V I�z \ EXIST. F.J. BENEATH POSTS ORGH \V.I.F. EXIST. (5) 2"x8" HDR. O / \ WINDOTO W HDR CABOVE205 S.F. (MIN. SIZE) OR PROVIDE NEW NEN I.15"x7.25" CURVED LVL _ NEW (�2 2�"xl0" NEW(2) 2"xIO" _ \ (5EE EL VATION) DROPPED BNB DROPPED B NEW (2) 2"xb" V.I.F. EX15T. (2) 2"x5" P05T TO HEADERS (MIN. SIZ RI JOIST;OIS SIZE) RIM CANTILEVERED P05T FLUSH BM. OR PROVIDE NEW T;ENSURE INWARD ILENOTH OF JOIST 15 AT LEAST TWICE THE CANTILEVERED DISTANCE 0 ui F- Q 0 PROPOSED FIRST FLOOR STRUCTURAL PLAN PROJECT: 50ALE: 1/4" = 1'-0" SANCHEZ RENOVATION 515 SOUTH OAKWOOD ROAD IMATTITUCK, NY 11952 DRAWING TITLE: PROPOSED STRUCTURAL PLAN NEw 2"x2" P.T. TOP JOISTS ® 8" NEw 2"xb" P.T. • O.G. GIRDERS SECURED TO 6"xb" P.T. POST5 j PAGE: 02mOO NEW 2"x4" P.T. LEDGER DATE: 02/08/22 14 OF 16 EXIST. GREAT ROOM -1 J NEW 2", :2" P.T. NEW 5"x4" P.T. LEDGER R,e,FT)={may ® I6" O.G. (34 0 A&C, EXI ING ROOM �CjpC,� s1 P PROPOSED TRELLIS STRUCTURAL PLAN tp� 4 5 0�" SCALE: 1/4" = 1'-0" 9TF OF NE`��-1 GENERAL 5 I I " I50L ICE I : — — — — — — — — — — — — NEW PARTIAL HEIGHT _ EXISTING TO BE DEMOLISHED L J J Z O T WOOD FRAME (L.G, STL. ( I I NEW 2„xa T NEW 2'xa W WHEN APPLICABLE) I _ v v I R.R. ® Ib O.G. W � p R.R. ® I6" O.G. J .r-I EXISTING TO REMAIN O n O NEW FOUNDATION WALL x rei x p I Q W NEW WOOD FRAME (L.G. - - I x W }: STL. WHEN APPLICABLE) G IX X ��, I I Z NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL I a I 'I:1 0 Z WOOD FRAME (L.G. STL. P05T FOR 4" WALL5 WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL I z F Lo J F—1 NEW(2) 2"xa" R.R. r F- Ln � POST FOR 6 HALLS), U.O.N. _ _ m 6) O :':rs,'t: L J O O NEW 2-HR FIRE RATED _ _ _ _ _ _ _ _ ` __ _ _ __ _ _ J O fit: WOOD FRAME (L.G. STL. NEW(3) L75"xll.b?' " O.P. 2.OE LVL HDR NEW (2) 2"xa" HDR NEW (2) 2"xa" HDR 5 a' Lo it WHEN APPLICABLE) NEW ? \ I ,Pv�' 0 Z �' m UOO UO 3R +� O NEW 2"xa" Ib S.F. dJ Q OL 0 �� 3 ® _ 0 STRUCTURAL PLAN NOTES c.J. ® Ib° o.c. N d ° a <I N z 01 Z SINGLE SPAN STRUCTURAL MEMBER: a T x ° m m rLu O <U NEW(5) 2"x4" U I •fl ��'� IL d) „ „ 5 Q J STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS _ _I- 3 d N - dJ NEW 2 xa RIDGE -J QQ POSTS TO I �� x - N ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY z a MODIFIED z z N ® + �N �' I Ll FLUSH BM. w 8 cv N= Z O ABOVE INDICATED POSTS. * IA I BEDROOM m ( z a -� -� MODIFIED 200 S.F. a m z I ,1 - u J OTYP. STL. COL.: x BEDROOM I NEW (2 I.15"x,15" G.P. ZOE LVL NEW(2) I.•15"x9.5" G.P. 2_OE V _ z �� 3 X� � r I O 2 SEE NOTED DETAIL AS PER PLAN I 250 S.F. 5H B . BE OW7R�TO FLUSH BM. BELOW FRAMING TO N mil, z 3 �,, (� }• 'N I TRANSITIONIN6 R.R. PITCHES TRAN5ITIONING R.R. PITCHES z +e„ ® Q Z vq Ib"xla"x12" DEEP P. GONG. PAD FOOTING 3 NEW (3) 2 xb � L z Q; N POST TO A5 PER DETAIL I/A-401 (TYP) Iz I U FLUSH BM. i � LL W (D o o l 5 LA Ix r-I . N m FF C- _ _ O30"x30"xia" DEEP P. GONG. PAD FOOTING NEW(3) 2"xb" POST I NEW (3) 2"x4" POSTS - o�j U N NEW(2) 2'xa' R.R. L J O 38 z MODIFIED O NEW 3 2"xa" RIDGE L J NEW 3 2"xa" RIDGE AS PER DETAIL 2/A-401 (TYP) STACKED BENEATH STACKED BENEATH ® zJ BEDROOM POST TO RIDGE P05T5 TO RIDGE V L 155 S.F. 42"x42"xlb" DEEP P. GONG. PAD FOOTING — _ _ — — dJ �� ? ZIL 3G PROVID;=(I) FALSE R.R. AS — — PROVIDE (I) FALSE,R.R. AS x - U ® � NEW (2) in AS PER NOTED DETAIL 3/A-401 (TYP.) NEAR MAIN RIDGE AS POSSIBLE NEAR MAIN RIDGE AS POSSIBLE ry ry� 2 xb POST �j �`� Q W FOUND $ POST5 FOR WD. RAMP: — — _ - 2 = c"v I BENEATH X= �Yy 3 x � O .;.. NEW (3 - _ P. GONG. 50NOTUBE UPON la"xla"xl2" DEEP P. GONG. NE (3) 2"xa" FLUSH BM. z ) 2"x4" X 3 3 POST FOOTING AS PER DETAIL 5/A-401 (TYP);LOCATE — — — — — 3 PO5T5 BENEATH r+� V , DIRECTLY BENEATH COLUMNS ABOVE. NEW (2) 2"x6" POSTS ABOVE z z 3 LLJ EXPOSED ROOF POST: I POST BENEATH _ U m Q dJ p r- . — -7 d j „� z ��, m T I�i U O NEW 4"x4" P.T. P05T FROM P.T. BEAM TO RIDGE. SEE I POST ABOVE `Xx NEW WALK-IN v iv p �r�J ' 3 = J FIRST FLOOR STRUCTURAL PLAN FOR BEAM PLACEMENT. GL. 0 w ® I III w ? z U J NEW HANGERS ON EXIST. F.J.: I X ® 55 S.F. (�2 p w ® zl� p� NEW +8ry z N z ? �v O J, NEW 2"xa" NEW 2„x5„ O OUT EXIST. F.J. AT LOCATION OF NEW FLUSH 5M. 8 I V N�I� V — V 12 S.F. R.R. ® I6" O.G. R.R. ® I6" O.G. Q FASTEN w/NEW SIMP50N LU52a HANGERS. PROVIDE - �7 , LU525-2 HANGERS WHERE JOISTS 515TERED. to N - - -I r ? r- -I Z .M3 NEW N2 W 2 NEW 2 p[ OEX15T. CHIMNEY TO REMAIN: ( - �� GL. ® "xa" ® 2"xa" p L J J 5 L J T Y.I.F. LOCATION $ DIMEN5ION5 OF EXIST. CHIMNEY FLUE. z IF FOUND TO PASS THROUGH PROPOSED ROOF MEMBERS, I NEW (2 2 5.F DR - V HDR NEW OFFICE 2'xa" ° I q 0 THESE MEMBERS MAY BEAR UPON CHIMNEY MASONRY I DR NEW O x = a 5.F X 11 (PROVIDE LED&ER FOR ATTACHMENT AS PROVIDE NEW CRICKET ON BACK 51DE OF CHIMNEY. I ( 14 S.F. ;. NEW BATHROOM z NEW 4" THK. P. GONG. SLAB w/b"xb"-10/10 W.W.M. _ _ _ _ _ I NEW i5 S.F. V 3 NEW 2"xb" O — — — — — NEW(2) 2"XIO" HDR I z R.R. ® 16" O.G. a REINFORCEMENT A5 PER DETAIL ""VERIFY SLAB SIZE WITH HO SELECTED HOT TUB"" BATHROOM 130 S.F. O ..,.., .,.. . .:., ,., ... . ... ,..., 5.5:1� NEW 5" 5EAMLF-55 GUTTERS $ DOWNSPOUTS;WHITE (TYP) O — I .° NEW_(3) 2"x12" HDR ALUMINUM HALF ROUND NEW Lu z � + � ~ EXISTING STRUCTURAL MEMBERS NOTE: (z NEW_(3) 2"xlO" HDR — — — — _ J I - 7�ti�ry7 NEW NEW F- ��< -1 z �� f—I < -1 ALL EXIST. STRUCTURAL ELEMENTS DENOTED ON PLANS >_ — -- �L L J2"xb" R.R. 3 2"xb" R.R.L J J ® L J L SHALL BE V.I.F. BY CONTRACTOR. CONTACT ARCHITECT IF — — — — — — — — ® 16" O.G. � ® I6" O.G. ORIENTATION,PLACEMENT OR SIZE OF MEMBERS FOUND TO DIFFER FROM TH05E SHOWN ON THESE PLANS. SOIL BEARING CAPACITY NOTE: PROPOSED SECOND f=L00� STRUGTURAL FLAN STRUCTURAL DESIGN OF FOOTIN55 A55UMF-5 A 501L — BEARING CAPACITY OF 1.0 TON5/5.F. SCALE: 1/4" = 1'-O" B ❑ 8 B 9 FN- Z W O U NEW (5) 2"xb" POST TO RIDGE B B �— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —I — — — — — — — — — — — NEW 2"xa" NEW 2"x5" I I W R.R. ® I6" O.G. Q R.R. ® It?" O.G. Q I � I I I I PROJECT: I I I X= I PROVIDE FRAMING to 3 ® TO SUPPORT �USH M. IN 10:12 10:12 I � ui I BEDROOMS (SEE I " I I z BED FLOOR PLASEE I SA N C H EZ I RENOVATION NEW 2"x5" x NEW 2"xa" (BELOW) R.R. ® 16" O.G. r`� R.R. ® I6" O.G. (BELOW) 515 SOUTH OAKWOOD ROAD NEW (5) I o o i MATTITUCK NY 1.1.952 _ x�_ NEW (3) 2"x4" I 2"x4" P05T t' NEW (5) 2"x4" _x POST TO RIDGE;I I TO RIDGE P05T TO RIDGE I c`1 - NEW(2) 2"xb" W ® `�� c 3 ® PROVIDE STEP NEW SIMPSON I w ® POST TO RIDGE NEW (5) 2"xb" z �A_ z FOR UNEVENIT I I HOLM SLOPED z a DRAWING TITLE: POST TO RIDGE RIDGE DEPTHS HANGER NEW(5) I NEW (5) 2"AO" RIDGE NEW (5) 2"xlO" RIDGE PROPOSED STRUCTURAL PLAN NEW (5) I."15"xll.a-15" G.P. ZOE LVL RIDGE NEW (5) 2"x4" 2"xl0" RIDGE NEW (2) 2"xb" I I I TO R(R. I I I NEN-POST TO "xb" POST TO R.R. � �� — — 2'x4 POST FLUSH TBM. (ABOVE FLUSH I r NEW (5) 1.'15"x,1 G.P. 2.OE LVL BM. _ BM. BELOW) I — — — — — I NEW (2) I.75"x9.5" G.P. 2.OE LVL BM. FLUSH BM. uI— — — — — — — — — — _ N HGLTV SLOPED V - r ti X HANGER m N o o - PAGE: 7 EXTEND FRAMING O O `z O O in� ABOVE HALLWAY WALL r-� �9 X= rltu TO SUPPORT R.R. ® Qy� N N SHED DORMER O O r_n w v I)! ` 3 I S-Jm03m00 zlY � � 3 '- = Q z � 4i�,� Wz �� zQj 1ujV _ II a az Fil I - N I z . III aT i � o = (BELOV4) NEW 2"xa" ttuu O NEW 2"xa" (BELOK)I I(BELON NEW 2"xa" X M NEW 2"xa" (BELOW)I I DATE: 02/08/22 15 OF 16 R.R. ® Ib" O.G. N N R.R. ® W, O.G. I I z I R.R. ® Ib" O.G.m z R.R. ® Ib" O.G. I III 3� I I 10:12 10:12 I ` — — — — — — — — — — — — — J 10:12 z� 10:12 D A�,C mn (- - - - - - - - - - - - - J 1 L — — — — — — — — �� NEW 2"x5" z NEW 2"xa" R.R. ® I6" O.G. R.R. ® I6" O.G. I NEW (2) 2"xb" ,Q POST TO RIDGE * S� LL- - — — — - - - - - - -� 03 NEW (3) 2"xb" Li T�GF N�� P05T TO RIDGE FROFOSF_D ROOF FRAM I NO PLAN 50ALE: 1/4" = P-O" Q U W Z O J _ rT-I w � Q w � J Lo 0 O 0- Lo it Z O Z � ,Q W J J 00 Z U e-I � O Q Z N U- W (D Lo it %-I I` = Lo r-I _3 O W : U w F_ U U J /\4" FRESH AIR VENT w J I L THROUGH ROOF O I O LL 1 � O < ' k I Q I I 1 I FULL BATH FULL BATH j FULL BATH FULL BATH NOTE: PROVIDE "ABESGo FP200 FR ALL PLUMBING WORK _ I I EXPANDING FOAM" (OR EQUAL) SHALL CONFORM TO AT ALL PENETRATIONS IN FIRE LOCAL PLUMBING CODE NOTE: v RATED LLS 00 ___———T_ 1 „I I j I I FLOORS%GE IL NGSD PRODUCT p FUEL &A ALL S NORK � (— 2„I 2 1 2 1 .2111 I 2 1 I CONFORMS To A5TM E V4, O �Q4 LEGEND 0 SHALL CONFORM y TO LOCAL I I i 1 I I ASTM E 84, AND UL 1479 ►� I I I i 3 i i HOT p PLUMBIFUEL AS CODE $ p LL I I I X O 12 I I 2 z I I� 4 F ------i v I I I I I I O N 1r. X I �V x I �V W.G. = 31 Iv 31 OI74 - w NOTE: �1 :U z I :Q N I I-N m =I I W G' m SUPPLY COLD WATER PIPING PENETRATIONS: I I- " I_ " I_ I I I I ALL PLUMBING WORK -ry �= SHOWER n l ry l -ry I N SHOWER �I .N n1 :cV i. PROVIDE 'ABESGO FP200 FR — —I I— —I I— I — TUB EXPANDING FOAM (OR EQUAL) I TUB I I SHALL CONFORM TO — I G.O. 2 3" 2 3" I LOCAL PLUMBING CODE -———————— — — — — ————— — PROVIDE "ABE5CO FP200 FR AT ALL PENETRATIONS AT WALLS .._.._..—.._.._.. ._ _.._ �y_.._ _.._.._ .._ _.._ply_..—.._.._..—.. EXPANDING FOAM" (OR EQUAL) AND FLOORS/CEILINGS. I: AT ALL PENETRATIONS IN FIRE 2.PRODUCT CONFORMS TO ASTM E I I RATED V4ALL5 AND V4,ASTM E 64,AND UL 147Iq NEW MUDROOM NEW OUTDOOR I CONFOR/GEILINGS. PRODUCT KITCHEN CONFORMS TO ASTM E 814, KITCHEN I I A5TM E &4, AND UL 14'I9 NEW OUTDOOR O a I I KITCHEN IL 3 ate. 1 NEW OUTDOOR IL C�? KITCHEN z LL w GLEAN OUT w I: 113 m VENT 2 AS REO'D I m l I= 7---, RANGEO cVii GRILL FIREPLACE V WASHER I WASHER -1 1 �m REGULATOR 1_ „i G.O. t._.. _.._.._.. _.._.._.._.._.. _.._.. _.._.._.._.._. _.. o m m NEW 50 GALLON G.O. DRYWELL CONNECT TO I NEW GAS SUPPLY 411 EXIST. 4" HOUSE EXIST. F.A.I. To SUPPLY SYSTEM I < MAIN DRAIN C.O. REMAIN I TO STREET TO GAS rl,*lATER MAIN MAIN PROJECT: z 4 TO SEPTIC z �.._. _.._..� i 5Y5TEM N w SANCHEZ RENOVATION 515 SOUTH OAKWOOD ROAD FLUME31 NO RISER - DRAIN / NASTE / VENT FLUME31 NO RISER - SUPPLY' OAS RISER - SUFFLN ' MATTITUCK, NY 11952 5GALE: NT5 50ALE: NT5 50ALE: NTS DRAWING TITLE: PLUMBING RISER DIAGRAMS GAS RISER DIAGRAM PAGE: P-101000 DATE: 02/08/22 16 OF 16 D ApC F0F NEB 1 PROJECT / ZONING DATA LOT COVERAGE - - -- TAX MAP # 1000-145-03-a.1 DESCRIPTION (FOOTPRINT) AREA 90 LOT "' "a aQ U COVERAGEffv '' ~ ZONING DISTRICT R-40 NON-CONFORMING - LJ „ • CN TOTAL LOT AREA 21,188.0 S.F. AN vi LOT AREA J.5 ACRES LV EXISTING 2 STORY DWELLING 1,640.0 S.F. -1.-190 Q W >- GofO - ONE FAMILY DWELLING Z10726; OCTOBER 15, 1a81 -- - EX1STING WOOD DECK m TOP OF 105.0 S.F. 0.590 GofO - ACCESSORY GARAGE W/ BANK ~it Z UPSTAIRS DORMER "ROOM ZIO'126; OCTOBER 15, Ia81 O Z UNFINISHED" EXISTING DETACHED GARAGE 540.0 S.F. 2.5% J J � CofO - ADDITION5 TO SINGLE 3-10'70; AUGUST 6, 2014 PROPOSED COVERED DECKS 1,215.0 S.F. 5.1% IFAOE X 0) 0 FAMILY DWELLING PROPOSED HOT TUB 50.0 S.F. 0.290 VARIANCE APPROVAL GRANT #7534; Oa/20/21 a O S.F. 16.5%0 TOTAL AREA OF ALL STRUCTURES 5550.0 _ Ln � PROPOSED SECOND FLOOR a ROOD RENO�ATI ON C-7a®Q � .Q® PROJECT LOCATION & SCOPE FEMA FLOOD ZONE X *'MAXIMUM LOT COVERAGE ALLOWED - 2090 _ PROPOSED ROOD GOER OVER EXISTING WOOD DECK SITE PLAN & ZONING DATA 2 p WETLANDS DISTRICT APPROVAL #10027; I I/17/21 FOOTPRINT, OPEN ON S I DES; NEW OUTDOOR K I TGHEN z w DEC DISTRICT NON-JURISDICTION LETTER REQUIRED SETBAGK5 - MAIN BUILDING F I REPLAGE -- - - - -- - - ...1 PROVIDED --_ - - - PROPOSED HOT TUB ON CONCRETE PAD ��QQ� .Q® GENERAL NOTES > ,d O REQUIRED EXIST. PROPOSED COMPLIES HABITABLE SPACE EXISTING PROPOSED _ ENERGY TABLE Z STRUCTURAL DESIGN CHARTS Y `� Q FIRST FLOOR AREA 1040 S.F. 1040 S.F. FRONT YARD 40.0' 46.1' 42.1' YES ACCESSORY STRUCTURE REQUIREMENTS - HOT TUB Z >'; d' - - - IH SECOND FLOOR AREA 1,240 S.F. 1,350 S.F. SIDE YARD 15.0' 85.a' 2a.4' YES HOEDOWN, ANCHOR BOLT, � W EXIST. PROPOSED COMPLIES STRAPPING, & NAILING DETAILS U- Lu Tq (.0 TOTAL BEDROOM COUNT 4 4 BOTH SIDE YARDS 55.0' 125.3' 125.8' YES REAR YARDT -- SIDE NO FASTENING SCHEDULE p � In REAR YARD 50.0' 1: IO.a' Ib.a' NO* MINIMUM SIDE YARD [ 10.0' -- 10.0' YES -®® ®® FRAMING GRAPHICS *NO PROPOSED WORK OUT5IDE OF EXISTING NON-CONFORMITY FOOTPRINT ZBA GRANT #-7534; SEPTEMBER 20, 2021 BEAM CONNECTION PATTERNS uj FIREBLOCKING DETAILS PROPOSED DEMOLITION PLANS w SITE LAYOUT NOTES: F- (, SITE PLAN HATCH KEY: I. THIS IS AN ARCHITECT'S SITE PLAN b IS -� DR?�IN GE GALGUL TIONS V SUBJECT TO VERIFICATION BY A LICENSED � SURVEYOR. THE INFORMATION Q PROPOSED BUILDING ADDITION DRAINAGE SYSTEM CALCULATIONS REPRESENTED ON THIS SITE PLAN IS TO THE I ®� .O® PROPOSED FOUNDATION PLAN PROPOSED 2ND STORY ALTERATION DRIVEWAY AREA= 2,5a5 Sq. Ft. ARCHITECT'S BEST OF KNOWLEDGE. . 2,5Q5 Sq. Ft. X 0.17= 441.15 PROPOSED ACCESSORY 441.15/42.2= 10.45 VERTICAL FT. OF &' DIA POOL REQUIRED 2. SURVEY INFORMATION WAS OBTAINED . PROVIDE (2) &' DIA. X 5' 4 (1) 8' DIA. X 2' STORM DRAIN POOLS FROM A SURVEY DATED NOVEMBER 10, _ 2014 AND PREPARED BY: ° -- PROPOSED FIRST FLOOR PLAN 520 00'00 E m w NATHAN TAFT GORWIN III I586 MAIN ROAD JAME5PORT N.Y. 11a4l ---� TELEPHONE: (651) -727 2090 PROPOSED HOT TUB _ I Q QQ PROPOSED SECOND FLOOR PLAN o; D N ON 4" GONG. SLAB; 0 /',',' I _D W X CONNECT TO NEAREST 10' AGGE550 Y SETBACK r DRY/�IELL ' 01-1.7' ' PROPOSED EXTERIOR ELEVATIONS EXISTING DETACHED I ❑ 2 STORY GARAGE AG AG 15.0, 12.0'--� EXISTING ASPHALT / EXIST. EXIST. DRIVEWAY; SEPTIC PROP05ED REPAIRED AS PATH STONE PAVER I �=�O2 ,dQ PROPOSED EXTERIOR ELEVATIONS a 22.2' NEEDED EXIST. EXIST. I STORY Z 0 EXISTING m DWELLING w SHOWER EXISTING WOOD ,�,� o -�® � .®O BUILDING SECTIONS OUTDOOR (V / o Q m DECKING AND ' , , m STAIRS WITH /',' 2 3 EXISTING 2 STORY RAILING DWELLING; _ ',',' / Wp PROP05ED FIRST 4 / ' /' ALL EXISTING 0 SECOND FLOOR d) 10.0' ,� PROF. ,��,',' BURIED PIPING W O ® I .QO DESIGN DETAILS �, , ALTERATION � MIN. -�� 80' �_ , ,/ VISIBLE ® BLUFF g a EXIST. 6.7' \ DW 87 ,',� ,' TO BE REMOVED w w Z a O ~ w EXISTING WALKWAY 7 2 3�2, AR YARD SETBACK _ _ EXIST. �� I Q ,Q® PROPOSED STRUCTURAL PLANS o t' Ll 0 , ,i'/ _v rl - n Q Q ,��/ PROPOSED STRUCTURAL PLANS o 0 25.3' ►6.0' PROJECT: PROPOSED STRUCTURAL PLANS SANCHEZ a_ V EXIST. - - \ \� \ Q Q y \�. EXIST. DECK , �, ` `, `, �,�, �, �� RENOVATION 1 v [Q Q FOOTPRINT \ �� of wIlp \0 REPLACED W/ NEW � Ul Ul STONE PATIO 8 ` ` ` � � � ` ` ` u- l� / - I DWV/ WATER SUPPLY RISER o NEW ROOF COVER GRAVEL SEATIN 515 SOUTH OAKWOOD ROAD w Q I u, n- PROP. �- S.o' GAS RISER Q O AREA �\ �\ �\ �\ \ �� Q \ D W MATTITUCK, NY 11952 ul DRAWING TITLE: PROJECT LOCATION &SCOPE FIR, � 40 FRONT YARD SETBACK , �, 4 . �. ,� SITE PLAN & ZONING DATA I I TO REMAIN %, .• . x . cV I NEW OUTDOOR - NEW OUTDOOR / , ,' yt .� - FIREPLACE is N KITCHEN tfi lu PROP. PAGE: i -ali ,' � / #�` �'a„F� ..yq, t�T ��' „MP'^`'� ,ir 'y'ta ,y'd• p pp 6e '.Yb LQ \ D.W. I PIZOP05ED 6' '// • r "' �"" ` / NON-TURF BUFFER '/' '' } G-001m0l ', =' 1 . s . s o a rrn DATE: 07/12/23 .-� F 6, JUL 19 023 41 LL1 I ,.... 46-7.0 ',A I o SOUTH OAKWOOD ROAD �',,� .�- __SITE PLAN LOCATION MAP SCALE: 1" = 10'-0" SCALE: NTS OEI FERAL S)1�50L <E I : 0- �V a NEW PARTIAL HEIGHT m _ EXISTING TO BE DEMOLISHED � I WOOD FRAME (L. . 5TL. W • Z O G W N EXISTING TO REMAIN WHEN APPLICABLE) _J %-I F-- .--{ NEW WOOD FRAME (L.G. NEW FOUNDATION WALL a W >: 5TL. WHEN APPLICABLE) = Z v � Z NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL - _ �� WOOD FRAME (L.G. 5TL. POST FOR 4" WALLS _ J PROPERTY LINE WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL I•" LID � NEW 2-HR FIRE RATED P05T FOR b" WALLS), U.O.N. w- a) O a LC) 0 OP OF BLUFF WOOD FRAME (L.G. 5TL. WHEN APPLICABLE) m Z O � FOUNDATION PLAN NOTF-5 Z a W J NEW 4" THK. P. GONG. SLAB w/6"xb"-10/10 W.W.M. 00 O REINFORCEMENT AS PER DETAIL > Q "VERIFY SLAB 51ZE WITH HO SELECTED HOT TUB** Z � (D z_ O NEW HOT TUB: Q 1.J '� 2. INSTALLT TUS AS PER MAMODEL TONUFACTURER SPECS. E SELECTED BY OWNER Z >: 4 a Z V-I 5. REFER TO PAGE 6-002 "SWIMMING POOLS i HOT OTUBS" FOR GODS COMPLIANCE W O TYP. 5TL. COL.:SEE NOTED DETAIL AS PER PLAN O = LO r-I O O STAIR b RAILING NOTE: I. ALL NEW STAIRS SHALL HAVE MAX. 8-1/4" RI d MIN. 10" Tr - CLOSED RISERS IO'-O" 6'-6 2. 42" HIGH GUARDRAIL d SPINDLE SPACING NOT TO W ALLOW PASSAGE OF A 4" 4) SPHERE;56" HIGH m HANDRAIL k SPINDLE SPACING NOT TO ALLOW PA55AOE OF A 4" 0 SPHERE F- B. GRIPPABLE RAIL AS PER CODE 0 W FOR BLUESTONE STAIRS ® GRADE: = J • .. O4 4" THK. P. GONG. PAD &" WIDE x REO'D LENGTH UPON V J 6" GRAVEL UNDER 2"xI2" P.T. STAIR STRINGERS ir MAX. 16" O.G.,U.O.N. (MIN. 5 STRINGERS) 0 DN w , O 40'-9" N 4 J w I t� O Q N I N H Q EXIST. N 1. it' m GRAWLSPAGE �'_ gym ':' N w 3:to o aw 1 ` w I; a. Z p p A-401 PITCH TWDS EDGE Q "� w U Z w `N N N PROVIDE 4" POURED CONIC. SLAB W/bxb-IOxlO W.W.M. I I N ti NEW j BETWEEN CENTER 3 UPPER UP _ I �� — O O OF Oi B SECURED IN PLACE DURING FOUR; I ' PROJECT: ILD UP WALL TO cr EXIST. GIRDER; - PROVIDE 6 MIL POLY ON 4" I - EXIST. PROV. STEEL GRAVEL BASE BELOW GRAWLSPAGE SHIMS EXIST. SLAB; EETSLAEBPINISH ( SANCHEZ GRAWLSPAGE RENOVATION I-I I-I � � A-301 _ A-501 EXIST. WATER 2 --� O- HEATER +1 +" 2 ® ® 515 SOUTH OAKWOOD ROAD EXIST. 14.7,00 BTU I - 2 BOILER CONVERTED A-4o1 EXIST. I6"xlb" CMU PIER OAS MATTITUCK, NY 11952 UPON 24"x24"xI2" DEEP P. GONG. PAD FTC. I .: DRAWING TITLE: �9 L4 PROPOSED FOUNDATION PLAN (d)is, s o a ' ry k2'-b" EXIST. 45,00 BTU--- AIR HANDLEREXIST. GRAWLSPAGE II � _J ` ' EXIST. T -- — -- — — — — — — — — — — PAGE: BASEMENT EXIST' PANEL ELEG. I A-102m0i. 1 1 o DATE: 07/12/23 6 OF 16 EXIST. EXIST. GRAWLSPAGE CRAWL5PACE v 1 aw — — — — — — — — -F 31 - - -- - �� p eD APC, -21 PROPOSED FOUNDATION PLAN - I Or tN4 11640 S.F. OROSS AREA SCALE: 1/4" = V-O" f d ALL NEW WINDOWS SHALL BE ANDERSEN 400 SERIES; INSTALL AS PER MANU. SPEG.'s. SEE PAGE "0-003" FOR NAILING DOOR SCHEDULE 8 STRAPPING � DETAILS. Q C.) •"5EE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER" li- EXISTING TO � bq NEW PARTIAL HEIGHT - � WOOD FRAME (L.G. STL. WINDOW CHART I DOOR MATERIAL W BE DEMOLISHED N TAG DESCRIPTION MANUFACTURER N NOTES J " �WHEN APPLICABLE) -- q EXISTING TO REMAIN'. EGRESS NEW FOUNDATION WALL ROUGH OPENING WINDOW DIMENSION CLEAR WIDTH HEIGHT 0 w Q W rl STL. WOEDAPPLICABLE) TAG TYPE MODEL # - OPENING TEMPERED �' WIDTH REO'D: 20' Z HEIGHT REOV:24" NEW I-HR FIRE RATE' MIN. (2) 2"x4" STRUCTURAL WIDTH - HEIGHT WIDTH HEIGHT FIRST FLOOR - -- - I - - --- Q = D �------ -_ - -- OPEN REO'D: 5."i S.F. - � T WOOD FRAME (L.G. STL. ® POST FOR 4" WALLS p, CASEMENT GX235 5'-3 3'-5 5'-2 J" V-4 Ell 6.4 S.F. 101 SWING W/ SIDELITES THERMATRU 3'-O" b'-8" • • � ~ 'J WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL - l �" u) Y POST FOR 6" WALLS), U.O.N. IF NEW 2-HR FIRE RATED I B CASEMENT GXWI3-- 1L 3'-0 3'-O 2'-II 2'-II ib" 102 SLIDERS ANDERSEN b'-O" 8'-O" • a Q 0 WOOD FRAME (L.G. _STL. G CASEMENT GXWIb II 3-O b-O 2-i I y 5-I I �' [� >_ d' m WHEN APPLICABLE) I ' 1 103 SWING ANDERSEN Z F_ D PICTURE P5060 5'-O 6'-O 8" L 4'-II �" 5'-I I Q - - _ 104 SWING JELD-WEN 2'-6" 6'-8" • - = TO - -- _ I � FLOOR PLAN NOTES E PICTURE CUSTOM WIADTH 5'-II �" Q 105 POCKET JELD-WEN - 2'-6"� 6'-8" �� Q J 0o DOOR NOTE: [_- F__ OI I. INSTALL NEW INTERIOR DOORS WHEN GALLED OF "EI" OUT ON PLANS BY 'JELD-WEN' 1'OR EG2UAL). EI (2) AWNING 2-A451 L4'-5 2'-O 4'-5 2'-O �" 106 SLIDERS ANDERSEN 5'-10" b'-8" �I U) Rt 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED - Z O OUT ON PLANS BY 'THERMATRU' (OR EQUAL). r l r SECOND FLOOR 3.DOOR TYPE TO SELECT F [=iCASEMENT I GXW25 6'-O 5'-Og" 5'-I I 4'-I I J I [� __ - z > O 4.INSTALL AS PER MANU SPEG.'s -- l - - -- - --- 201 - - SWING -- JELD-WEN I 2'-6" 8'-O" • - - Z 3.PROVIDE (2) 2"x8" HDR.,U.O.N. " - -_ - - _ G � CASEMENT GX245 � 5-3 �' � 4-5g' S-2 4 4-4 �" 4.5EE PAGE 6-005 FOR ALL OTHER FRAMING LIx CN -- _- ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. 202 SWING JELD-WEN 2'-O" 8'-O" i • LAL U. W H (3) CASEMENT 3-GXI35 2'-8" 3'-5g" 2'-� 3'-4 m m r„� WINDOW NOTE: - O I. ALL NEW WINDOWS 4 DOORS SHALL BE ANDERSEN4'-5 1 �( --JELD-WE��--- -2-P'„ 8-oil - -- - -------------- 400 SERIES CASEMENT,AWNING OR PICTURE (A5 f J CASEMENT I GXI45 2-8 4-5 8 2'--1 4'-4 " -------_j NOTED); INSTALL A5 PER MANU• SPEC.'S. 5EE NOTE - J O - „ - _ 204 ( SLIDERS JELD-WEN 5 4 8 O -_- _ -� _- #q IN "GLASS WINDOWS AND DOORS" ON PAGE K STATIONARY GXI55 2'-8 �'-5 2'-"1 5'-4 [� 6-002 FOR MINIMUM REQUIRED WINDOW _ -- - L _.� _- =�I PERFORMANCE. IF CASEMENT I�IINDOW5 - ALL 05MNT 205 SWING JELD-WEN 2-6 8-O • L CASEMENT GXI35 2-8 3 5 5g' 2'-Z 3'-4 -_-_ WNDWS SHALL HAVE STRAIGHT ARM HINGE WHEN �� LJ.I -- = --- - 2.IF DOUBLE HUNG - ALL DBL. HUNG WNDWS TO BE M (2) CASEMENT 2-GXWI55 3'-O 5'-5 e" 2'-II 5'-4 12.6 S.F. m 206 SWING JELD-WENOPEN 2-O 8-O • -- --- - _" _ � TILT WASH __ _ 3.ALL GLAZING WITHIN IS' OF FF TO BE TEMP. &L. b- - - 20-1 SWING - - JELD WEN -- - I O 8 O • W 4G ELEMENTS AROUND N (3) CASEMENT 3-GXWI55 3-O 5-5 2-I I - 5-4 - 12.6 S.F. -- Q - 4.SEE PAGE G-003 FOR FRAMR - _- WINDOWS (TYP. FOR ALL) U.O.K. 208 SWING JELD-WENT7__ 1 EGRESS NOTE: P PICTURE CUSTOM 5-7 �' 5-4 �" [� IN COMPLIANCE WITH NEW YORK STATE BUILDING _ CODE,SECTION R310.2.1;THE FOL.LOWIN6 MEANS OF E&RE55 SHALL BE FOLLOWED: C� AWNING A2281 5'-3 2'-O "-- 5'-2 2'-0 �" 2OCI SWING JELD-WEN 2-O 8-O' • m - _, ... - ' Q NET CLEAR OPENINO........... 5.'1 S.F. 210 SWING JELD-WEN 2'-O" b'-O" • NET CLEAR HEIGHT............... 24" MINIMUM NET CLEAR WIDTH........... . 20" MINIMUM - - "" 211 SWING JELD-WEN 2'-O" 8'-O" • O3 STAIR 4 RAILING NOTE: I. ALL NEW STAIRS SHALL HAVE MAX. 8-I/4" RI b MIN. 10" W Tr - CLOSED RISERS 212 SWING JELD-WEN 8'-O" • 2. 42" HIGH GUARDRAIL 4 SPINDLE SPACING NOT TO ALLOW PASSAGE OF A 4" (P SPHERE;56" HIGH HANDRAIL b SPINDLE SPACING NOT TO ALLOW PASSAGE OF A 4" (P SPHERE 3. GRIPPABLE RAIL AS PER CODE SMOKE DETECTOR / GO DETECTOR NOTES: D O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT O SMOKE /CARBON MONOXIDE COMBINATION DETECTOR HARD WIRED TO EACH OTHER w/BATTERY BACKUP. 2.INSTALL ALL AS PER MANU. 5PEC.'s 3.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR IN COMPLIANCE WITH LOCAL CODE 5'--1y2" 9'-5.. 4'-5" 5'-IOy2" E E) ELOW E EI ELOW E EI ELOW ONEW WOOD FLOOR: 5 I. NEW J" PLYWOOD SUBFLOOR BENEATH (GLUE b SCREW); 5GREW PERIMETER OF 5HEATHIN6 4" O.G. 4 12" O.G. INTERIOR. NEW HEADER HEIGHT TO BE 9'-0" DN. a 2.NEW ENGINEERED WOOD FLOOR PER H.O. SELECTION N NEW TILE FLOOR: NEW TRELLIS I 7 Is I g ABOVE;SEE PAGE 10' TYP. I p O I. NEW TILE FINISH (H.O. TO SELECT) UPON 5-102.00 FOR I 0 2.ONE LAYER THINSET (LEVELED PROPERLY) UPON 3.NEW " DUROGK CEMENTBOARD (OR EQUAL) UPON NEW CEILING HEIGHT DETAILS 4.NEW " PLYWOOD SUBFLOOR BENEATH (GLUE 8 SCREW); THIS AREA ONLY; EXIST. GREAT I I I Z w PROVIDE NEW 50 GAL. O Q SCREW PERIMETER OF SHEATHING 4" O.G. 4 12" O.G. ® NEW VAULTED CEILING ROOM INTERIOR. 87 '-0„ 8,-?„ I I BURIED DRYD TO c CONNECTED TO GYPSUM WALL BOARD: C _ C I O O OUTDOOR ROM DECK) N w OINSTALL MOISTURE RE515TANT GYPSUM BOARD IN ALL - - aJ- - - -� BATHROOMS, AND CONCRETE BOARD IN SHOWERS AND TUB - - w > O SURROUNDS 2 EXIST. WOOD I / 0 m i- O NEW ATTIC ACCESS - PULL DOWN STAIR: \ DECK; I. MIN. 550 # CAPACITY / / w CL FROP05ED dj - uui w o \ STONE PATIO I J 2.SIZE TO FIT MECH. EQUIP. THROUGH OPENING (MIN. = d� \ 22"x3O") Q NEW 3 NEW ROOF COVER 1 Q w 3.DBL. FRAMING WHEN NEW OPENING m UP \ I / \ _ 0 Z w tn 4.INSTALL AS PER MANU. SPEC.'S 5. CONSULT H.O. FOR PRECISE LOCATION OF ACCESS \ EXIST. DINING NEW LAUNDRY ROOM: ROOM \ _ O I. NEW WASH /DRY HOOK UP F - 0 \ CV M 2.COORDINATE LAUND. ROOM 4 DOOR DIM.'s � - ' \ \ w/SIZE OF EQUIP. �� ® _ m NEW COVERED F- O O-1 W 00 0 3.PROVIDE HOOK UPS AS REO'S PER MANU. _ N ~ EXIST. LIVING - ,� PORCH \ D rn QO 0 0 � -¢v "!00 S.F. DRYER EXHAUST NOTE: m ROOM z I PROJECT: I. DUCT SHALL TERMINATE TO EXTERIOR 2.DUCT SHALL TERMINATE MIN. •4'-0" FROM ANY - OPENINGS 1_1 - - - - - - - - ❑ I O 1-1 3.DUCT SIZE AS PER MA _ _ _ _ _ _ _ _ __ SAN CH EZ 4.DUCT ER A-501 A-501 5. TTRANS�IONLDUGTS BE OSHALLL NOT B CONCEALED NITPHIN p EXISTING BEAM TO REMAIN / RENOVATION CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO - CONNEGT THE DRYER TO THE EXHAUST DUCT SYSTEM �_ _ / SHALL BE LIMITED TO 51NOLE LENGTHS, NOT TO - -�' ® I 10 Lu EXCEED 8 FEET AND SHALL BE LISTED AND LABELED a IN ACCORDANCE WITH UL 2M N - 515 SOUTH OAKWOOD ROAD 6.EXHAUST DUCTS SHALL BE MIN 0.0I6" THK RIGID NEW_ - - ui METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS I DN. W0. O RUNNING IN THE DIRECTION OF: AIR FLOW. EXHAUST EXIST. EXIST. EXIST. a `� MATTITUCK GL. GL. GL. I , NY 11952 DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL I NEW EXIST. B � / I SCREWS 103 ON._ KITCHEN -I. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER - UP LOCATION TO THE WALL OR ROOF TERMINATION. THE - EX. EX. 3'-8" MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 6 O EXISTING DOOR TO BE / I DRAWING TITLE: FEET FOR EACH 45' BEND AND 5 FEET FOR EACH 90° 105 EX. EX. 104 REMOVED AND \ BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES O NEW EX. REPLACED IN KIND PROPOSED FIRST FLOOR PLAN NOT INCLUDE THE TRANSITION DUCT. O MUDROOM a - 4 52 S.F. I � 13 NEW OAS FIREPLACE INSERT: EXIST. 10 I. H.O. TO SHLET MODEL 2. CONNECT AS PER MANUFACTURER SPECS CL 3. PROVIDE ALL NECESSARY VENTING Ed EX EXIST. O LUMN REMOVED VENT BEDROOM EXIST. EXIST. GL. lol PAGE: I I BATHROOM Is I I. RESERVED -4'-4" 3'-5Y21� K -1'-Sy2" - EX. O 103m0l • _ � ODIFIE \ PROVIDE (1) NEW 3 TON HYDRONIC AIR HANDLERS: m / \ M D 12 I. UNITS BY "RHEEM" OR APPROVED EQUAL / I \ COVERED EX. PORCH DATE: 07/12/23 7 OF 16 2.PROVIDE TONNAGE FOR SECOND FLOOR ZONE I"AT - \ 205 S.F. MASTER BEDROOM SUITE 8 "ZONE 2" FOR REMAINNG SECOND FLOOR AREAS;UNIT LOCATED IN ATTIC. BATHROO 3.EXISTING FIRST FLOOR HVAC SYSTEM TO REMAIN COLUMN AND AZEK WRAP: A B B 13 I. 6"xb" P.T. COLUMN CONNECT TO FOOTING AND HEADER PER DETAIL rt 2. PROVIDE AZEK COLUMN WRAP WITH MOULDING 13'-4" 15'-2" KIT (OR EQUAL) °c M. .y. FROFOSEID FIRST FLOOR PLAN �'F ()�?� 1,6 40 S.E. HAE3ITABLE SP,4GE; 2,C1 I5 S.E. OROSS AREA SCALE: 1/4" = I'-O" GENERAL ALL NEW WINDOWS SHALL BE ANDERSEN 400 SERIES; INSTALL AS PER MANU. SPEG.'s. SEE PAGE "0-003" FOR NAILING 4 STRAPPING DOOR SCHEDULE � � d) DETAILS. --- - - - - - - -- - -- ---- _--- -- - Q U NEW PARTIAL HEIGHT **SEE DOOR SCHEDULE FOR ALL &LASS DOORS FROM SAME MANUFACTURER** DOOR MATERIAL F- O _ EXISTING TO BE DEMOLISHED WOOD FRAME (L.O. STL. -- -, _-- WINDOW CHART W N WHEN APPLICABLE) TAG DESCRIPTION MANUFACTURER p -� �n NOTES J r"I EXISTING TO REMAIN - - --- - --- p � EGRESS WIDTH HEIGHT F- Q Lu NEW WOOD FRAME (L.G. ROUGH OPENING WINDOW DIMENSION p W >_ NEW FOUNDATION WALL CLEAR p ul -a Q STL. WHEN APPLICABLE) TAG TYPE MODEL # OPENING TEMPERED --__ ---------- -- ---- WIDTH REOV: 20" HEIGHT REOV:24" FIRST FLOOR NEN I-HR FIRE RATEDMIN. (2) 2"x4" STRUCTURAL WIDTH HEIGHT WIDTH HEIGHT OPEN REO'D: 5.1 S.F. ___ L---_ _--_ _ - 1--_ _71 Z Lo WOOD FRAME (L.O.5 L. ® POST FOR 4" WALLS 1E101 SWING W/ SIDELITES THERMATRU 3-O b-8 • • I WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL A CASEMENT GX235 5'-3 3'-5 5'-2 3'-4 6.4 S.F. - POST FOR b" WALLS U.O.N. �- WOOD FRAME (LG. STL. f _ - - 102 I SLIDERS ANDERSEN -"-0.. -8'-O" �� • 0 O O NEW 2-HR FIRE RATED B CASEMENT GXWI3 3'-O 3'-O 2'-II 2'-IIO O O WHEN APPLICABLE) - G - CASEMENT GXWI(o 3 O b-O 2'-11 S'-11 105 SHIN& ANDERSEN 2'-8 b-b" I� I�II • �II Z '� m l a: D PICTURE P5060 5'-0 6'-O 4'-I I �" 5'-I I �" [� 104 SWING JELD-WEN 2'-b" b'-8" --- -- -- - -_ - - - --- - I 111LLLr ��111III��JJJ1_-� FLOOR PLAN NOTES MATCH a 105 I POCKET - I JELD-WEN 2'-b" 6'-8" U� Q W G E PICTURE CUSTOM 5'-II �" � J DOOR NOTE: -- O _ _ _ _ 1106 SLIDERS ANDERSEN 5'-10 6'-8 •I. INSTALL NEW INTERIOR DOOR.. WHEN GALLED OF "EI" „ „ - -J� J 00 OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). Rt 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED El (2) AWNING 2-A451 4'-5 2'-O 4'-5 5g" 2'-O �" Q Z O SECOND FLOOR OUT ON PLANS BY 'THERMATRLI' (OR EQUAL). J r'I � 3.DOOR TYPE E SELECT F CASEMENT OXW25 b'-O �" 5,-O 5'-II 4'-11 �" Q --- - -- -.- -- -- - - - -- -. Tq O 4.INSTALL AS PER MANU SPEG.'s 5.PROVIDE (2) 2"x&" HDR.,U.O.N. ----- - - - __ - - ---_ 201 SWING JELD-WEN 2-6 8-O =- =LA -- Tq 4.SEE PAGE G-003 FOR ALL 01-HER FRAMING G CASEMENT GX245 5'-3 4" 4'-5 5'-2 J" 4'-4 E" Z N ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. -----_---- - -_ -- _ --- _---- -- _-- 202 SWING JELD-WEN 2'-O" 8'-O" • J H __]E(3) CASEMENT 3-GXI35 2'-8" l 3'-5 " 2'-7 " 3'-4 " --- - _-�''�� W O WINDOW NOTE: --- -J - - -- O I. ALL NEW WINDOWS b DOORS SHALL BE ANDERSEN 203 SWING JELD-WEN 2'-b 8-O • �'�I 400 SERIES CASEMENT, AWNING OR PICTURE (AS J CASEMENT I[- GXI45 2'-8' 4'-5 2-1 4-4IF Lf J O NOTED); INSTALL AS PER MANU. SPEC.'S. SEE NOTE ------- --- - --- - ---- 204 SLIDERS JELD-WEN 5'-4" 8'-O" • I ll #q IN "GLASS WINDOWS AND DOORS" ON PAGE f 1 o� L- L_ K STATIONARY GXI55 " 5-5 - 2-7 5-4 ib [� --- - PERFO FOR MINIMUM REOUIRECASEMENT WINDOW - - -- 205 SWING JELD-WEN 2'-b" 8'-O" • _�j PERFORMANCE. IF CASEMENT WINDOWS - ALL GSMNT WNDWS SHALL HAVE 5TRAIGHT ARM HINGE WHEN L CASEMENT GXI35 2'-8" 3'-5 5g" 2'-7 3'-4 Ell � LLL ll OPEN _ ---- --- 206 SWING JELD-WEN 2'-O" 8'-O" • 2.IF DOUBLE HUNG - ALL DBL. HUNG WNDWS TO BE M (2) CASEMENT 2-GXWI55 3'-O I" 5'-5 3" 2'-11 �5 5'-4 Ig 12.6 S.F. TILT WASH $ Ib LJ 3.ALL GLAZING WITHIN IS" OF FF TO BE TEMP. GL. - -- - --------- - -- -- -- - 20-T SWING JELD-WEN I'-O 8-O • r l --------- 4.SEE PAGE 0-003 FOR FRAMING ELEMENTS AROUND N (3) CASEMENT 3-GXWI55 3'-O J 5'-5 2'-I I 5'-4 12.6 S.F. [� ---- -- --_ --- WINDOW5 (TYP. FOR ALL) U.O.N. 208 SWING JELD-WEN 2'-b" 8'-O" • �� EGRESS NOTE: - V IN COMPLIANCE WITH NEW YORK STATE BUILDING P PICTURE CUSTOM 5'--f 5'-4 Ib" Q - = J CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF 209 SWING JELD-WEN 2'-0" J EGRESS SHALL BE FOLLOWED: „ � l O AWNING A2281 5-3 � 2 O �S 5 2 �' 2 O � 1� NET CLEAR OPENINO........... 5.1 S.F. _ - 210 SWING JELD-WEN 2'-O° 8'-O" • r. ` ' NET CLEAR HEIGHT............... 24" MINIMUM "' ' ' �.«.��•.a��... NET CLEAR WIDTH................. 20" MINIMUM 211 SWING- JELD-WEN � 2'-O" J B'-D" 3 STAIR $ RAILING NOTE: --- ,' , I. ALL NEW STAIRS SHALL HAVE MAX. 8-I/4" RI b MIN. 10" =21:2 SWING JELD-WEN L- 2-O Tr - CLOSED RISERS 2. 42" HIGH GUARDRAIL d SPINDLE SPACING NOT TO ALLOW PASSAGE OF A 4" 4) SPHERE;36" HIGH HANDRAIL b SPINDLE SPACING NOT TO ALLOW r PASSAGE OF A 4" (P SPHERE 5. GRIPPABLE RAIL AS PER CODE OSMOKE DETECTOR / GO DETECTOR NOTES: 4 I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT SMOKE /CARBON MONOXIDE COMBINATION DETECTOR u► i HARD WIRED TO EACH OTHER w/BATTERY BACKUP. O_ 2.INSTALL ALL AS PER MANU. SPEG.'s 3.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR IN COMPLIANCE WITH LOCAL CODE NEW WOOD FLOOR: O I. NEW J" PLYWOOD SUBFLOOR BENEATH (GLUE d 56REW); NATURAL LIGHT SCREW PERIMETER OF SHEATHING 4" O.G. d 12" O.G. 0 VENTILATION INTERIOR. FLOOR I I NEW TRELLIS;SEE Z 2.NEW ENGINEERED WOOD FLOOR PER H.O. SELECTION 280 S.F. AREA I PFOR DETAILS NEW TILE FLOOR: % REO. S.F. PROV. I 1% O I. NEW TILE FINISH (H.O. TO SELECT) UPON LIGHT 22.4 5.F. Sa.5 5.F. w 2.ONE LAYER THIN5ET (LEVELED PROPERLY) UPON REO'D 46'-10" 3.NEW " DUROCK CEMENTBOARD (OR EQUAL) UPON VENT 1 11.2 S.F. 21.0 S.F. 10'-Y2 la'-10y2" il'-I" 5_c�/ w 4.NEW �" PLYWOOD SUBFLOOR BENEATH (GLUE B SCREW); REO'D M P M I N 2 M 211 O Q SCREW PERIMETER OF SHEATHING 4" O.G. d 12" O.G. INTERIOR. L A V) GYPSUM WALL BOARD: - m O INSTALL MOISTURE RESISTANT GYPSUM BOARD IN ALL Iq_5" 1-6" -- m I I'-`�2" 10'-Oy2" N w BATHROOMS,AND CONCRETE BOARD IN SHOWERS AND TUB ❑ ❑ SURROUNDS _ NEW NATURAL LIGHT $ _ w > CL. VENTILATION r O NEW ATTIC ACCESS - PULL DOWN STAIR: v Ib S.F. in a. Ir 0 o I 202 AREA 155 S.F. I. MIN. 550 # CAPACITY ' 2.SIZE TO FIT MECH. EQUIP. THROUGH OPENING (MIN. r I I % REO. S.F. PROV. I L w 22"x30") Q LIGHT 5.DBL. FRAMING WHEN NEW OPENING O 14.8 5.F. 31.1 S.F. F- w CATHEDRAL I REO'D MODIFIED I O w 4.INSTALL AS PER MANU. SPEG.'s - V Z N aJ CEILING cv VENT BEDROOM 5. CONSULT H.O. FOR PRECISE LOCATION OF AGGESS � '7.4 S.F. 12.6 S.F. MODIFIED - T� REOD 200S.F. BEDROOM NEW LAUNDRY ROOM: 2e0 S.F. O I. NEW WASH /DRY HOOK UP I = N c+') 2.COORDINATE LAUND. ROOM 8 DOOR DIM.'s ti w/51ZE OF EQUIP. i - - 3.PROVIDE HOOK UPS A5 REO'S PER MANU. m_ �' N I-I 'o 13 - - I-I o 0 A-301 MODIFIED = NATURAL LIGHT $ J L A-301 DRYER EXHAUST NOTE: I. DUCT SHALL TERMINATE TO EXTERIOR a BEDROOM 2 VENTILATION PROJECT: 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY r, _ I85 S.F. ' FLOOR OPENINGS .n� ry AREA 200 S.F. 3.DUCT SIZE AS PER MANU. EXIST. CHIMNEY 4 N SA N C H EZ 4.DUCT SHALL BE EQUIPPED w/A BACKDRAFT DAMPER 5K REO. S.F. PROV. 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN 13'-?,1�2" 6'-Oy2' RENOVATION CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO _ - 5M/00 RE0 D 16.0 S.F. 3q.0 S.F. N CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM - - SHALL BE LIMITED TO 51NOLE LENGTHS, NOT TO ' = 201 VENT &.0 S.F. 22.0 S.F. L EXCEED 8 FEET AND SHALL BE LISTED AND LABELED _ REO'D IN ACCORDANCE WITH UL 215BA. IN I 4 1 DN. III"�Y 8'-`I�2" 4 • yI/ 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID ( Q 3 b - 4 5M/GO l2" METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS O�ATTIG � � 204 515 SOUTH OAKWOOD ROAD RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST I NEW WALK-IN • p PULL • +- _ -- DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL I ' ' GL• 212 5M/CO - (DOWN SM/Go NEN MATTITUCK NY 11952 N in 55 S.F. I 208 -1 I/ LADDER 203 GL. �0 SCREWS '-812° - � -I. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER I m I 3" 6'-Ily2" d`3'-�2"- * -3'-by2" 3'-b" b'-11�2" 12 S.F. - LOCATION TO THE WALL OR ROOF TERMINATION. THE MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 I I q,-6„ 4'_q„ 2oa 1-4" I DRAWING TITLE: FEET FOR EACH 45" BEND AND 5 FEET FOR EACH q0" BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES I C( O6 NEW OFFICE -= PROPOSED SECOND FLOOR PLAN NOT INCLUDE THE TRANSITION DUCT. I --2 0 r I q8 S.F = 'I NEW 0 NEW GAS FIREPLACE INSERT: I GL. 6 ' 10 NEN 2 CONNECT AS PER MANUFACTURER SPECS 1 H.O. TO SELET MODELOff' 6 14 5.F BATHROOM NEW CATHEDRAL O 5. PROVIDE ALL NECESSARY VENTING _ _ _ I - GL. T5 S.F. 1 CEILING / I r - - NEW 1, 8„ 3 S.F. 13'-0" BATHROOM 0 ;� ® I NATURAL LIGHT $ PAGE: l 14 0 NE - VENTILATION I. RESERVED • -E S.F.- -5" 8'-5" FLOOR L I i- ' AREA q8 S.F. A-104m0l �� - 5Y REO. S.F. PROV. -0 d�� O _,ry J K J LIGHT in CATHEDRAL -I.& 5.F. 50.4 S.F. PROVIDE (1) NEW 3 TON HYDRONIC AIR HANDLERS: v '^ 211 CEILING 1'-b" T-6" REOD 12 1. UNITS BY "RHEEM" OR APPROVED EQUAL ' / iV 3.q S.F. I-12 S.F. NT 2.PROVIDE TONNAGE FOR SECOND FLOOR "ZONE I" ,0.T - - - REO'D DATE: 07/12/23L 8 OF 16 MASTER BEDROOM SUITE 8 "ZONE 2" FOR REMAINNG _� _ _ J L J J SECOND FLOOR AREAS;UNIT LOCATED IN ATTIC. 3.EXISTING FIRST FLOOR HVAG SYSTEM TO REMAIN C, Z`J COLUMN AND AZEK WRAP: I3 I. b"xb" P.T. COLUMN CONNECT TO FOOTING AND HEADER PER DETAIL 2. PROVIDE AZEK COLUMN WRAP WITH MOULDING KIT (OR EQUAL) a 1,550 S.F. HASITAE3LE Sf= AC E; 1,550 S.F. GROSS AREA SCALE: 1/4" = 1'-0" �OF N��3 a a' ELEVATION NOTES U Q H ONEW SIDING SEE ALSO NOTES AT SECTION IA WHITE BOARD 8 BATTEN w Q w >: IB NEW HARDIE CEMENT LAP °SIDING; WHITE Z O Z ONEW ROOFING NOTE (TYP): - ----- -- - SEE ALSO NOTES AT SECTION 0 � O - --- --- _� - - O ® NEW METAL ROOFING --- -------- - =--- -- �- d' m _ - - 2B NEW ASPHALT SHINGLE ROOFING BY 'GAF' (OR EQUAL) (MIN 30 YR. WARRANTY) _--- ---_-- -- -- — — -- — ~ � - - Z W w O3 NEW PATIO 4 STEPS TO BE`. BLUESTONE - — 00 O Z NEW 5" SEAMLESS GUTTERS d DOWNSPOUTS; WHITE 4 (p OO (TYP) ALUMINUM HALF ROUND --- - Z >: 4 O PROVIDE CONCEALED FLASHING AT ALL ROOF - INTERFACES. J N i V- WCfl Lf) II= ri O STRUCTURAL COLUMNS d HEADERS TO HAVE AZEK WRAP AND AZEK CLADDING - L -b TA O SEE G ENSURE HTREL IS IGHT CLEARS GREAT ROOM O — - --d) — LLIS LA'(OUT SLIDERS INCLUDING A 5.5" TRIM PIECE _ w F— U w 00000 1000 \ _ J j 1100 cr U --� IB ' ,.� +...ram•"°"^""'T 3 NEST ELEVATION (FROM ) SCALE: 1/4" = 1'-0" cn z g 0 W 0 z W o a L m o D w � o w > a. cn z pW t W -i yrj O ~ uw U Z fn O N aH --- - - — —— --- ---—- --- ——— — --— — -- — — — — — — - - -- --- — — -- — -- -- - --- -- =— ---- - -- - —. N N W — — -------------- --- -------- ------------- -----— — — — - - -- -- - -- --- --- --- ------- --------- ---- -- — ----- ---- ------- --- - -- ------ -=----- - -- ----- ---- - --_—___._-__--_- - - — PROJECT: — _ - --__ =-- --- oc ��— --- --- — — SA N C H EZ -- — — — RENOVATION —-- -- 00 4 _ /' \\ /' �\ /' \\ /' \\ MATTITUCK, NY 11952 i DRAWING TITLE: O � PROPOSED EXTERIOR ELEVATIONS 5 - - PAGE: ---- - --- - — A-201. 01 DATE: 07/12/23 9 OF 16 lit 0 0 n 000, �D AA SOUTH IATI 0N (R l C HT SCE) D ) SCALE: 1/4" = 1'-0" I � f 0') ELEVATION NOTES Q 0 ONEW SIDING LJJ Z C) SEE ALSO NOTES AT SECTION Lu N IA WHITE BOARD t BATTEN Lu uj >- IB NEV4 HARDIE CEMENT LAP SIDING; WHITE cr- 2! cl) —J ONEW ROOFING NOTE (TYP.): SEE ALSO NOTES AT SECTION Lo a) 0 C) C) NEWMETAL ROOFINO u 0 NEW ASPHALT SHINGLE ROOFING BY 'GAF' (OR EQUAL) (MIN 50 YR. WARRANTY) cr z Lu NEW PATIO 4 STEPS TO BE BLUESTONE 00 > C) — NEW 5" SEAMLESS GUTTERS 4 DOWNSPOUTS; WHITE OO (D (TYP) ALUMINUM HALF ROUND 4 Y C) z >: 4 OPROVIDE CONCEALED FLASHING AT ALL ROOF < z T-i INTERFACES. cr —j N LL Lu (o Lo vq STRUCTURAL COLUMNS 4 HEAVER5 TO HAVE A(C m Lo AZEK WRAP AND AZEK CLADDING C) L 0 SEE PACE 5-102.00 FOR TRELLIS LAYOUT; 1 — 0 O ENSURE TRELLIS HEIGHT CLEARS GREAT ROOM SLIDER5 INCLUDING A 5.5" TRIM FIFr-rz j d4 M LLI 0 F.F. EAST ELEVATION (REAR) SCALE: 1/4" = 1'-0" z z z 0 (n (n m w > 0 a. z 2 0 ~ LLI 04 cy) W PROJECT: SANCHEZ 4 RENOVATION 515 SOUTH OAKWOOD ROAD IB MATTITUCK, NY 11952 bD DRAWING TITLE: =-- I LL-- PROPOSED EXTERIOR ELEVATIONS 11 11 11 h 11 11b PAGE: 777=7 —x DATE: 07/12/23 10 OF 16 F.F. A PC�N Y A� NORTH ELEVATION (LEFT SIDE) SCALE: 114" = 1'-0" 0 OF 10 BUILDING 5ECTION NOTE5 Q U NEW ROOFING NOTE (TYhP. 0) Oi I. INSTALL NEW ROOFING AS NOTED ON ELEVATIONS PROPOSED RIDGE HEIGHT - --- ------------_—__ LLJ Z O 04 2.INSTALL ICE AND WATER SHIELD FROM FASCIA ELEV. +21.4' UP TO 24" FROM INSIDE FACE OF STUD WALL LLJ I-- � AND AT VALLEYS OVER Q m Z } 5. INSTALL 15 # BUILDING FELT (U.O.N.) OVER \\ � 4. 1/2" CDX PLYWOOD 5HEATHING (BLOCK ALL 12 0 � Z SEAMS) J } J 5. GAP SHINGLE OVER RIDGE S HIPS (AS REQ'D) 10 I— J b. PROVIDE RIDGE VENT (AS REQ'D) \ O 0) O 7. FLASH ALL VALLEYS 5.INSTALL DRIP EDGE AS REQ \ 11. INSTALL ALL AS PER MANU. SPEG.'s O 'D OTYPICAL ROOF CEILING CONSTRUCTION: _ 2 O • NEW ROOFING AS NOTED \� 0 • 1/2" CDX PLYWD 5HEATHIN<5 (BLOCKING ® ALL F- PLYWD SEAMS) • R.R.,G.J., d G.T. AS NOTED ON PLANS (® SPANS Z LLI OVER 8' INSTALL "X" BRIDOINO ® CENTER OF 3 a J SPAN, U.O.N.) 0o • PROVIDE R-49 BATT INSULATION W/2" SPRAY Z 0') FOAM AT EAVES (p TYPICAL EXTERIOR WALL CONSTRUCTION (TYP.): O Y r-I _ry O - - 4 O3 • UPON "TYVEK" HOUSE WRAP (OR EQUAL) p - Q �; - Z �': 4 • UPON 1/2" CDX PLYWD. 5HEATHIN6 (BLOCKING ® �' a s I a Z r-I ALL PLYWD SEAMS) • 2 xb 5TUD5 ® lb O.G. w/ DBL. TOP PLATE - LL -j co • PROVIDE 2" SPRAY FOAM (R-14);PLUS R-II BATT \ Lid m vi INSULATION;TOTAL R-25 I` =:) U,) • 5/8" GYPSUM BD. WALL FINISH C( EXISTING SECOND FLOOR MODIFIED MODIFIED MODIFIED 12 SPRAY FOAM (R-2U 0 O J O EXI5T. EXTERIOR 2'X4" STUD WALL5 PROVIDE NEW 5" ELEV. +10.5' �` _ _ __-- -_ __BEDROOM ---- --- -__ --- - - - - BEDROOM _ BEDROOM _--- 7 O NEW SIDING NOTE (TYP.): �-- — L1J W I. INSTALL NE SIDING AS GALLED OUT ON ELEVATIONS 1--==- - -- I� �I � �I I M 2. "TYVEK" HOUSE WRAP (OR EQUAL) I �-- 5. INSTALL ALL AS PER MANU. 5PEG.'s 4. PROVIDE ALL NECESSARY TRIM FOR PROPER L W INSTALLATION 5. SIDING SHALL EXTEND TO TOP OF FOUNDATION A-aoi = J WALL O U J � I = cv NEW OUTDOOR �t KITCHEN a EXISTING EXISTING EXIST. FIRST FLOOR GREAT ROOM DINING ROOM ELEV. +1.T - --- ----- - BASELINE ELEV. +0.0' EXISTING EXISTING GRAWLSPAGE_—_—_—_—_—_ CRAWLSPACE GRAWLSPAGE \ ELEV. -1.&' O dJ EXISTING FINISHED BASEMENT BASEMENT ELEV. -7.1' Ll SEOTI ON I-I/A-SO 1 z Z 5 SCALE: 1/4" = 1'-0" o w Z w 0 a m o W PROPOSED RIDGE HEIGHT ELEV. +2a.4' 0 ----------- --------------- ------- --- W Iu a z a W J ui 12 v z U) 7 \, 12 r 2 5 N M N N H O O NEW ATTIC m o 0 PROJECT: 3 SANCHEZ RENOVATION iv O 4 s s 0- EXISTING SECOND FLOOR 515 SOUTH OAKWOOD ROAD ELEV. +13.6' ----- -------12----- \ 3 NEN NEW MATTITUCK, NY 11952 -, CLOSET 115ATHROOM \ 12 7 - - - DRAWING TITLE: BUILDING SECTIONS m .9 = r s PAGE: EXIST. FIRST FLOOR /� 301. ---------- - 01. —� XISTIN EXIST. EXISTING ELEV. +1.7' M HALL. BATHROOM BASELINE 1 DATE: 07/12/23 11 OF 16 ELEV. +0.0' EXISTING EXISTING GRAWLSPAGE GRAWLSPAGE 4 GRAWLSPAGE ELEV. -1.8' ------ A-40I - �r ern y�' S EXISTING A-aoiA „� �'. 1✓rq C� BASEMENT %FINISHED BASEMENT 114-1 ELEV. -7.1' ------------------------ Ll SECTION 2-2 A-5Oi SCALE: 1/4" = 1'-0" 0EI ERAL S*"'r��50L E I Q U 20 _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.G. STL. LLI � 0) W W NHEN APPLICABLE) J r 1 EXISTING TO REMAIN NEW FOUNDATION WALL O Q , W -{ NEW WOOD FRAME (L.G. � >- f ---{ STL. W wHEN APPLICABLE) �j 'r Z NEW I-HR FIRE RATED El MIN. (2) 2"x4" STRUCTURAL O� Z WOOD FRAME (L.G. STL. POST FOR 4" WALLS J J WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL 1— Lo POST FOR b" WALLS), U.O.N. x O Q NEW 2-HR FIRE RATED O O O WOOD FRAME (L.G. STL. (L LA w WHEN APPLICABLE) Z d' m NEW (3) 2"x70" HDR - NEW(3) 2"xIO" HDR. NEW (5) 2"xIO" HDR. � . — . _ . � . _ ._ , _ • — . _ • _ , _ j� 0 NEW 2.68-75"xq.25" LEVEL I WOLM. PSL BM. L�J M F 0 STRUCTURAL PLAN NOTES I I I SINGLE SPAN STRUCTURAL MEMBER: v p 1 p p TO" TYP. I N Q O STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS N .0 cv Q J x ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY I ABOVE INDICATED POSTS. z EXIST. GREAT z I I - - I Z 0) C4 TYP. STL. COL.: a ROOM a I J r-I O2NEW SIMPSON SEE NOTED DETAIL AS PER PLAN H�HANOER I I _ — I z Z >-. 4 EXI57. (3) I.-i5"xI5" 2.OE LVL FLUSH BM. (VIF) NEW 5 25 xq.2 EVE 5" LL I WOLM PS B L M. J IS"x18"xl2" DEEPP. GONG. PAD FOOTING - — — � • � � � • — • �,1• — • — • . • . • . . AS PER DETAIL I/A-401 (TYP.) EXIST. (5) I.15"A95" 2.OE LVL FLUSH BM. (VIF) NEW 3 1.75"xq.5 G.P. 2.25E LVL HDR. NEW 2.68-lfxq.25" Q •LEVEL I WOLM.PEL BM. • EXIST. WOOD 30"x30"xl8" DEEP P. GONG. PAD FOOTING V.I.F. EXIST. b"xb" POST 1 I w-� \ DECK; / 0 ,Q �u I PROPOSED t•1 J O 3B AS PER DETAIL 2/A-401 (TYP) CONTACT ARCHITECT F x x u L� u n > _ iv p w u�'� STONE PATIO FOUND OTHERWISE -. z z In z Q � \ O Q O 42"x42"xI&" DEEP P. GONG. PAD FOOTING a- _ �j� _ �jN - N _ %jd 0>p 3G AS PER NOTED DETAIL 3/A-401 (TYf'J z_ NEW SIMPSON I O Ow O pw XIS O O plwu eJ p��1 �Olp \ / fl"In WFOUND 8 POSTS FOR WD. RAMP_ - uN > n > _ T. DINING -> cl O �i7- LU5210-2 cv cV w O x z c`fl•3 x . Ix O O X HANGERS 3 ®p K ®p � ® � \ r-a D P. GONG. SONOTUBE UPON I5"xI&"xl2"' DEEP P. GONG. 3 I op aw x = w zLEQ z .< m LOM z -i mz 1 z> \ •� U FOOTING AS PER DETAIL 5/A-401 (TYP.);LOCATE p z N�w NEW (2) u w w w w \ N DIRECTLY BENEATH COLUMNS ABOVE. = w > w w W Q X ®p 2"x4" POST I fj I w O J \ J OEXPOSED ROOF POST: j z-iQ Q z NEW COVERED \ z> ~ U NEW 4"x4" P.T. POST FROM P.T. BEAM TO RIDGE. SEE 1 iv ORr w w u u I PORCH FIRST FLOOR STRUCTURAL PLAN FOR BEAM PLACEMENT. m Q Q EXIST. LIVING EXTEND WALL UP TO O ��S.F. \ \ NEW HANGERS ON F.J.: R� - O F.J. AT LOCATION OF NEW 1 FLUSH BM. d FASTEN w/NEW 1� O w ROOM CEILING AT THIS I 2 I \ I \ Q LOCATION (END RAIL) cv 3.5" STEEL I NEW"I"xq.25" LEVEL I WOLM. PSL BM. 'SIMPSON LU528 HANGERS. PROVIDE LU528-2 HANGERS -w _ — _ _ ,-._ .--_ •-_ • LVE.i j N NEW(3) POST I \ WHERE JOISTS SISTERED. � NEW(3) 2"x4" POST � � NEW 3) 1.75"xl .8?5" 6.P. 2.25E LVL / w I. 5'xq.5" G.P. 2 3.5" STEEL POST EXIST. CHIMNEY TO REMAIN: NEW (3) 2"x4" z STACKED BENEATH z 2.25E LVL. �2) 0.5" K. ST FLITGH_PLATE_FLUSH BM. _ OPOSTS TO RIDGE -�— - — - 9---- — --- „ W/AZEK WRAP; I . V.I.F. LOCATION 4 DIMENSIONS OF EXIST. CHIMNEY FLUE. POST BENEATH >� � � — — 3.5 STEEL TYPICAL IF FOUND TO PASS THROUGH PROPOSED ROOF MEMBERS, POST ABOVE ` POST THESE MEMBERS MAY BEAR UPON CHIMNEY MASONRY �-(5) 2'- 4" b to 4u PORCH - I� POST 3 —1 =u (PROVIDE LEDGER FOR ATTACHMENT AS REa-D). NEW(2) 2"x4" LL O kn p w IN PROVIDE NEW CRICKET ON BACK SIDE OF CHIMNEY. - NEW(3) 2"xb" POST POST TO �, w I> 4 1 I� p N •n STACKED BENEATH FLUSH BM. p O -a IL-�M 1 xI� I c NEF17 z Q-j - Q w ONEW 4" THK. P. GONG. SLAB w/b"xb"-10/10 W.W.M. POSTS TO RIDGE = w Qlu I' u�• / I x 8 REINFORCEMENT AS PER DETAIL -2x10 I= _ V N Q O >w ® r "'VERIFY SLAB SIZE WITH HO SELECTED HOT TUB"" EXIST. EXIST. EXIST. x x w Q v� EXI HDR O OX T w0 �•O O TO MAIN GL. GL. CL. iv �w O to w 00 _ ztn NEW 5" SEAMLESS GUTTERS 3 DOWNSPOUTS;WHITE (TYP.) �j > I, �L O 1 [-W o EXIST. p dX 1 u3i w 3 O ALUMINUM HALF ROUND I w ®� '� Ri w w KITCHEN x uw z> •w w lu IL w in 3 v p V.I.F. EXIST. p u- u -i 3 K z 0la (2) 2"x8" HDf� I / 1 IV O EXIST.(2) 1 m i- I 1 ivw I (MIN. SIZE) OR NEW z z w �-,n w PROVIDE NEW NEW 2.6815"xq.25" LEVEL I WOLM. PSL BM. �0 _ 2"x8_' HDR MUDROOM x _ vU~i NEW(5) I.75"xq.5" w tv to ® i . _ . _ . _ _ . _ _. _ ._ . EXISTING STRUCTURAL MEMBERS NOTE: s2 s.F. O OX G.P. 2.25E FLUSH X z � - -! O ALL EXIST. STRUCTURAL ELEMENTS DENOTED ON PLANS IN x= ►u BM. BELOW EXI T. x= M w OUP SHALL BE V.I.F. BY CONTRACTOR. CONTACT ARCHITECT IF IF 13: �9tu®> WALL BATHROOM G cv ��o I NEW 2"xb" ORIENTATION, PLACEMENT OR SIZE OF MEMBERS FOUND TO DIFFER FROM THOSE SHOWN ON THESE PLANS. z z lQ ?d EXIST. I I I O G.J. ® I6" O.G. Ism N - - -- w EXIST. - = - w Z EXI T. w EXIST. GL I a BEDROOM G B/,TH 5 NEW (2) 2"xb" C d FLUSH BM. O SOIL BEARING CAPACITY NOTE: � � NEW(2) I.-15"x"f.25" tY p O.P. 2.OE LVL HDR. STRUCTURAL DE516N OF FOOTIN65 ASSUMES A SOIL -- BEARING CAPACITY OF 1.0 TONS/S.F. Z x Z w � O \ ry Q Tx 0 POST n / \ _ _ _ _ _ MODIFIED•I w FLUSH BM. X ® / I \ — - (2) NEW 2"xIO" BENEATH COVERED \z v Iw c 1 cn z j / \ POSTS TO STORAGE \ co CLOSET WINDOW HDR 205 S.F. z N w IST.O O O v / I \ ABOVE p -NEW(3) 2"x8_' HDR. BA HROO_ o-NEW I.175"X,7.25',' CURVED LVL _ NEW 2 2"xl0_' NEW (2) 2"xIO" _ \ w O (SEE EL VATION) DROPPED BM. DROPPED BM. w a NEW(2) 2"x6" V.I.F. EXIST. 2 2"x8' POST TO HEADERS(MIN.SIZE) - (3) 2"xl0" CANTILEVERED FLUSH BM. OR PROVIDE NEW 3.5" STEEL POST RIM JOIST;ENSURE Z d w W/AZEK WRAP; INWARD LENGTH OF JOIST � Q TYPICAL ® IS AT LEAST TWICE THE 2 P w PORCH CANTILEVERED DISTANCE 0 Z ui N (M H O O 0 N ti O O PROPOSED FIRST FLOOR STRUCTURAL PLAN PROJECT: SCALE: 1/4" = 1'-0" SANCHEZ RENOVATION 515 SOUTH OAKWOOD ROAD MATTITUCK, NY 11952 DRAWING TITLE: PROPOSED STRUCTURAL PLAN NEW 2"x2" P.T. TOP JOISTS ® 81, NEW 2"xb" P.T. O.G. GIRDERS SECURED TO b"xb" P.T. POSTS PAGE: - - - - - - - - - - - S-102m0l NEW 2"x4" P.T. LEDGER EXIST. GREAT DATE: 07/12/23 14 OF 16 ROOM HHHHHHHHHAM Hr d MHH I L NEW 2"x2" P.T. NEW 3"x4" P.T. LEDGER RAFTERS ® 16" O.G. p Q EXIST. DINING ,N.SD AP Cz ROOM �b < PROPOSED TRELLIS STRUCTURAL PLAN � SCALE: 1/4" = 1'-O" N'A 5EI ` ERAL 5"*r��50L E**%r O — — — — — — — — — — — — — — — — — — — — — — — — — — — EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT I I ❑ L J L J In O — �7T WOOD FRAME (L.G. STL. I I I I NEW 2"x8" w NEW 2"x8" w Z O F EXISTING TO REMAIN WHEN APPLICABLE) I O c_v ip O I R.R. ® I6" D.G. w � (V p R.R. ® 16" O.G. J vq NEW WOOD FRAME (LG. NEW FOUNDATION WALL I iv Q m iv I I d Q W e-I --- --{ x w y: t` 1 STL. WHEN APPLICABLE) ❑ I z� z� I I �•12 m '7.12 � 0: Z NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL ❑� I I a I — � O =El Z WOOD FRAME (L.G. STL. I I -2 �.• J POST FOR 4 WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL LA Y POST FOR b" WALLS), U.O.N. - F- J NEW(2) 2"x&" R.R. O O NEW 2-HR FIRE RATED _ _ _ -----_-- - _ _ _ -- _-- - - -- _ -- _ _ J Q ` WOOD FRAME (L.G. ST'L. NEW(5) I.15"AI.5-7 O.P. 2.OE LVL HDR ry NEW (2) 2"x5" HDR NEW(2) 2"xb" HDR 0- Lo it WHEN APPLICABLE) w w CF m > � o Z L 00Q VO> O Ib S.F. Q d J< Qr w ry STRUCTURAL PLAN NOTES I G.J.® I6xO.G. ^�0 ^3� p N=� �� z ® Z � 51 NOLE SPAN STRUCTURAL MEMBER: I ry x ❑ STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS m nl = I O �' = r Q w STRUCTURAL R CTU MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY Q U NEW(3) 2"x4" <v x x �_ �� Qa 1 5 J00 ABOVE INDICATED POSTS. I p ( w ~ 1 tu Q~ ry z �, X N NEW 2"x8" RIDGE J_ POSTS TO w w_ z w a FLUSH BM. MODIFIED z z d n ® } d N > d' O BEDROOM wm I w V �'L n n Z_ O (p I= MODIFIED 200 S.F. w a y m ^z c_v TYP. STL. COL.: I z ry +l' Zz O J O BEDROOM NEW (2Z I."IS"xq.5" G.P. 2.OE LVL NEW 2 I.'IS_xq.5' G.P. 2_OE LVL _ x �` r' 2 SEE NOTED DETAIL AS PER PLAN ry �l X = O 280 S.F. I FLUSH BM. BELOW FRAMING TO FLUSH BM. BELOW FRAMING TO w TRANSITIONING R.R. PITCHES TRANSITIONING R.R. PITCHES z w �+ ry Z >: 'qt NEW (5) 2"xb" z N L w ® Q Z IS"x18"A2" DEEP P. GONG. PAD FOOTING w POST TO ' z CN J 3 AS PER DETAIL I/A-401 (TYP) z LL v FLUSH BM. t�`� w (I 3B Lo 30"x30"A5" DEEP P. GONG. PAD FOOTING NEW(5) 2"xb" POST NEW(3) 2"x4" POSTS ®Z)j MODIFIED p NEW(5) 2"x8" RIDGE L J NEW(3 2"x8" RIDGE NEW(2) 2"x8" R.R. L O Q AS PER DETAIL 2/A-40I (TYPJ STACKED BENEATH I STACKED BENEATH BEDROOM - rym POST TO RIDGE POSTS TO RIDGE V p® 155 S.F. ®� _ 0. Z 42"x42"A5" DEEP P. CONC. PAD FOOTING 3G _ _PROVIDE (1) FALSE R.R. AS I PROVIDE (1) FALSE R.R. A5 d �w -j 43 AS PER NOTED DETAIL 3/A-401 (TYF'.) iv Nz v D- =III NEW(2) '^ .l w0 w NEAR MAIN RIDGE AS POSSIBLE NEAR MAIN RIDGE AS POSSIBLE �i 3 Q V <v i 2"xb" P05T �j v FOUND 4 POSTS FOR IND. RAMP:_ -- _ ry N Z N I BENEATH � ONE (3) 2"x877 USH BM. XQ POST x 0 � 4 P. GONG. SONOTUBE UPON 18"x18"xl2" DEEP P. GONG. — NEW (3) 2"x4" FOOTING AS PER DETAIL 5/A-401 (T rPJ;LOCATE — — — 3 POSTS BENEATH w w ABOVE ry - 11 � ~ DIRECTLY BENEATH COLUMNS ABOVE. NEW (2) 2"xb" ;O - U POSTS ABOVE z LLJ -'1� - v 0 O � w � '1:12 � 712 W EXPOSED ROOF POST: POST BENEATH _ v ? Q O x= F — -7 y } m ❑5 I POST ABOVE dJ O v x= ry.0 ry Q � 0.� �y' () NEW 4 x4 P.T. P05T FROM P.T. BEAM TO RIDGE. SEE I x= NEW WALK-IN 3 iv ^O - i,�J �' X 3: _J FIRST FLOOR STRUCTURAL PLAN FOR BEAM PLACEMENT. ry GL. � w p ® J w z NEW t'{8 z J ONEW HANGERS ON F.J.: I w z -j v • O GL. 1, NEW 2"x8" NEW 2"x8" F.J. AT LOCATION OF NEW FLUSH BM. d FASTEN w/NEW R.R. ® I6" O.G. R.R. ® I6" O.G. Q SIMPSON LU528 HANGERS. PROVIDE LU528-2 HANGERS I ry 0.r �� WHERE JOISTS SISTERED. z �� I W 2 NEW(2) Q, L f OEXIST. CHIMNEY TO REMAIN: _ O 2"x8" p L J L J i V.I.F. LOCATION 6 DIMEN51ON5 OF EXIST. CHIMNEY FLUE. NEW (2 O DR - v HDR NEW OFFICE IF FOUND TO PA55 THROUGH PROPOSED ROOF MEMBERS, I I 2"x8" • -- I q8 S.F 0 I /` THESE MEMBERS MAY BEAR UPON CHIMNEY MASONRY DR NEW )K _ (PROVIDE LEDGER FOR ATTACHMENT AS REO'D). GLL. il PROVIDE NEW CRICKET ON BACK SIDE OF CHIMNEY. I 14 S.F. NEW — --X ® I ry EW BATHROOM ❑ z O NEW 4" THK. P. GONG. SLAB w/b"xb"--10/10 W.W.M. GL. 75 S.F. U NEW 2"xb" 8 REINFORCEMENT AS PER DETAIL tu NEW S.F. NEW(2) 2"x1O" HDR _� I z R.R. ® Ib" O.G. "'VERIFY SLAB SIZE WITH HO SELECTED HOT TUB•• BATHROOM - - -- \ W ISO S.F. I 5.5:12 NE 5" SEAMLESS GUTTERS d DOWNSPOUTS;WHITE (TYP) NEW O �❑ v q ALUMINUM HALF ROUND I �L NEW (3) 2"x12" HDR • O - ry I ik K ® ,l 1:12 wEXISTING STRUCTURAL MEMBERS NOTE: NEW(3) 2"xl0" HDR L � ti� J NEW �+ <.� J z O� f—1 ALL EXIST. STRUCTURAL ELEMENTS DENOTED ON PLANS - — — — — _ �L J L J2"xb" R.R. 2'xb" R.R.L J �- -j ry® L J L SHALL BE V.I.F. BY CONTRACTOR. CONTACT ARCHITECT IF — — — — — — — — ® I6" O.G. z i j ® Ib" D.G. ORIENTATION, PLACEMENT OR SIZE OF MEMBERS FOUND TO L DIFFER FROM THOSE SHOWN ON THESE PLANS. z SOIL BEARING CAPACITY NOTE: PROPOSED SECOND FLOOR STRUCTURAL FLAN g a STRUCTURAL DF-51ON OF FOOTINGS A55UME5 A SOIL w BEARING CAPACITY OF 1.0 TON5/5.F. SCALE: I/4" = I'-O" a Z w Z Q 0 Q N = 00LLS 0 Ll El ❑ Q 0 W > q tr a w w Z 4Z wLu J Q J O ~ w NEW(5) 2"xb" V P05T TO RIDGE ❑ � e-I I — — — — — — - -- — — — - - — - - — — — — - - - - -- - - N M I- - — — — — — — � - - - - - - - - --- - - ❑ ❑ - - - - - - — N ti NEW 2"x8' w NEW 2"x5" I I Q 0 R.R. ® 16" O.G. Q R.R. 0 16" O.G. I I I I O O > I I I ° I I PROVIDE FRAMING I I PROJECT: TO SUPPORT R.R. 10:12 O 10:12 I I I w 0 N I I ABOVE FLUSH SM. IN BEDROOMS(SEE tY 2ND FLOOR PLAN) I SA N C H EZ RENOVATION NEW 2"xW x NEW 2"x&" l i (BELOW) \v<t'-c R.R. ® I6" O.G. (BELOW) m I 515 SOUTH OAKWOOD ROAD cv Oz l 0NEW 3 O( ) - MATTITUCK NY11952 wX' NEW (3) 2"x4" x =cv.0 NEW(3J 2"x4" 2"x4" POSTPOST TO RIDGE iV 'X ® P05T TO RIDGE; TO RIDGENEW (2) 2"xb"w w PROVIDE STEP NEW SIMPSON w POST TO RIDGE NEW (3) 2"xb" zz FOR UNEVEN I I HGLTV SLOPED I z I DRAWING TITLE: I POST TO RIDGE RIDGE DEPTHS I HANGER I NEW(3) I NEW(5) 2"xIO" RIDGE NEW (3 2"xIO" RIDGE I I PROPOSED STRUCTURAL PLAN NEW (5) L'IS"xll.8T5" G.P. 2.OE LVL RIDGE NEW(5) 2"x4" 2"xID" E RIDG ` NEW (2) 2"xb" I P05T TO R.R. I I NEW I I I I NEW (2) 2"xb" POST TO ~—(ABOVE FLUSH 2'x4" P05T I POST TO FLUSH BM. NEW (5) I.-75"xq.5" G.P. 2.OE LVL BM. _ BM. BELOW) I I r _ _ — — — ❑ I NEW (2) I.75"xq.5" G.P. 2.OE LVL BM. FLUSH BM. " n I GT V S OPED HANGER m.n O O - v > EXTEND FRAMING n> X= o o PAGE: p rr ABOVE HALLWAY WALL w f n `r qo x= cV QyA iV -w TO SUPPORT R.R. ® 3 ® �v �ILI �� ® t<1 SHED DORMER O O r dy tu tu a? z B y '- �J-�Lu X'by' 3 ® I S-103m01 wtwu a-j z r�l � o ry z ICI m i I ❑ (BELOW) O (BELOVuII II II ryNEWx " I II DATE: 07/12/23 15 OF 16" " Ta R.R. ® I6" O.G. nR.R. ® 16" O.G. R.R. ® Ib O.G.z �� lil I ICI Ka I — - - - - - - - ❑ - — J I z� I0:I2 10:12 — `10:12 ID:I2 -v Xo v — - - - - - - - - - - - - � - N� I m I •� ' w I C NEW 2"x8" z NEW 2"x8" �,, rr R.R. ® I6" NEW(2) 2"xb O.G. R.R. ® Ib" O.G. I I POST To RIDGE I < rt`U • — — — — — — — — — ❑ _ , NEW(5) 2"xb" Li POST TO RIDGE I i �� s�-j% ©�NC-`v PROPOSED ROOF FRAM I NO PLAN SCALE: 1/4" = 1'-0" a rn a U H O W N J Lu � Q Lu >_ lX Z O Z J = J F- J 0) 0 O a00 z . O z � Q W J =. 00 z � W rl Y O � vq z N V- WCfl LA TA t` Ln H _ O Lu m D U uu �- U _ J U J /N 4" FRESH AIR VENT ILJ i THROUGH ROOF o k I Q I I I -- 1 I FULL BATH FULL BATH I FULL BATH FULL BATH NOTE: 2" PROVIDE "ABESGO FP200 FR ALL PLUMBING EXPANDING FOAM" (OR EQUAL) AT ALL PENETRATIONS IN FIRE SHALL CONFORMM T TO O RATED WALLS AND LOCAL NOTE: LOCHL PLUMBING CODE ALL PLUMBING d 1 1 1 FLOORS/GEILIN65. PRODUCT FUEL 6A5 WORiG OJ r I 2 1 2 1 2 1 1 2"1 1 CONFORMS TO ASTM E 8I4, O t I I LEGEND 0 SHALL CONFORM IL 1 2 1 I I i 1 I I ASTM E 84,AND UL 14"I4 tL I I I tL TO LOCAL O i 2 i i 2 I 9<1 I I I I X j j �oa K F ------{ SUPPLY O FUEL GAS FLUMBINO CODE d Z N I 1 j I I w 31 IK I �v _31 !v W.G. U 31 !v _:K Ix w a I W W xj x 1= 1= m I' I SUPPLY PIPING PENETRATIONS: G F• I v I I I v 1 I 14 1-�" 141, I 1 I ALL WORK iv �= SHOWER ry I :Q N I :ry ry l ~ - - � � W I. PROVIDE "ABESGO FP200 FR SHOWER \I ry \ \ \ :N NI I� m o I I TUB 1 1 SHALL CONFORM TO ��] -1 I- -I I- -I I - TUB EXPANDING FOAM" (OR EQUAL) Z G.O. 2" 3" 2" 3" I LOCAL PLUMBING CODE Ig---------- -- - ---- - PROVIDE "ABESCO FF200 FR AT ALL PENETRATIONS AT WALLS Z ' - - -. -. ...... .-..---- - — - -�5— - ---_---�--- - -..- EXPANDING FOAM' (OR EQUAL) AND FLOORS/CEILINGS. O Q I: AT ALL PENETRATIONS IN FIRE 2.PRODUCT CONFORMS TO ASTM E N H I I RATED WALL5 AND 814, ASTM E 54, AND UL 14-74 I a FLOORS/GEILIN65. PRODUCT I CONFORMS TO A5TM E 814, KITCHEN m W NEW MUDROOM NEW OUTDOOR � Q KITCHEN I I ASTM E 64, AND UL 14�9 NEW OUTDOOR O a I I w KITCHEN w > 0 u IL I! NEW OUTDOOR a 3' © II 1 KITCHEN i Z a w IL 1 W iCu GLEAN OUT ILI Ij� IL VENT 2 Q 2 AS REO'D I I $I j U V ~ w WASHER 11 GRILL FIREPLACE Z 1 WASHER �1 �- REGULATOR G.O. 1- ' �!- - -----� I I- 1 e-I - NEW 50 GALLON ..-.. ..-..-..-..�5-..-..-. -..-.. �,a{ .-..-.. -..-..-..-..-..-..�j o til t�A -- — -_----- --------------- - G.O. CNI cv) DRYWELL - N N CONNECT TO I NEW GAS SUPPLY 4 EXIST. WATER W 4" HOUSE EXIST.F.A.I. TO SUPPLY SYSTEM I Q N MAIN DRAIN G.O. REMAIN 1 TO STREET 10 O O TO CAS j MAIN MAIN!4' TO SEPTIC JKATER ~ PROJECT: SYSTEM EXISTING BOILER QN N CONVERTED TO < < GAS SAN CH EZ EXIST. RENOVATION BOILER 515 SOUTH OAKWOOD ROAD FLUME31NO RISER - DRAIN / !TASTE / VENT FLUMBINO RISER - SUFFLY CAS RISER - SUPPLY' MATTITUCK, NY 11952 SCALE: NTS SCALE: NTS SCALE: NT5 DRAWING TITLE: PLUMBING RISER DIAGRAMS GAS RISER DIAGRAM PAGE: P-10 Im 0 1. DATE: 07/12/23 16 OF 16 r tvJrl (P9 r T' A, �Qfi P ",/ .p . OCCUPANCY OR APPROVED AS NOTED USE IS UNLAWFUL DATE:15%12 B.P.S. UT CERTIFICATE %0TIFY BUILDING DEPARTMENT AT OCCUPAICY ',- 1 802 8 AM TO 4 PM FOR THE r OWING INSPECTIONS: :=OUNDATION - TWO REQUIRED FOR POURED CONCRETE 2 ROUGH - FRAMING & PLUMBING INSULATION COMPLY WITH ALL CODES OF . FINAL - CONSTRUCTION MUST NEW YORK STATE & TOWN CODES BE COMPLETE FOR C.O. AS REQUIRED AND CONDITIO.US OF ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW 5 3 SOUTHOLD TOWN ZBA YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. �— SOUTHOID TOM4 PLANNING BOARD � 2 'SOUMD TOL",'N TRUSTEES N.Y.S.DEC TRUSS PLACARDING REQUIRED All exterlorlighting RETAIN STORM WATER RUNOFF Installed,replaced or PURSUANT TO CHAPTER 236 repaired shall conform OF THE TOWN CODE. to Chapter 172 of the Town Code - PLUMBER CERTIFICATIOA ON LEAD CONTENT BEFOR,; CERTIFICATE OF 0CCUPAA�; SOLDER USED IN Vl/f1 TFF' SUPPLY SYSTEAiI EXCEED 2110 OF 7�, Must provide Manuals 7 end S r�,per Nn Energy CodO PLU MB I€-r ALL PLUM13111C &WATER I TESTI'JG EEF, mcurer door end ductwork testing required. S. ALL INTERIOR SURFACES OF PARTITIONS, WALLS AND CEILINGS, SHALL ME Avwf%mltN , S I TE WORK COVERED WITH V THICK GYPSUM WALL BOARD, V THICK FIRECODE �+��+■ GYPSUM WALL BOARD. WALLS AND CEI!INGS IN GARAGES AND 5/S" THICK 5ANCHEZ �� I ��1. CLEAR AND GRADE SITE t0 ELEVATIONS SHOWN ON APPROVED SITE PLMOISTURE RESISTANT GYPSUM WALL BOARD WHERE MOLD-RESISTANT, w DRAWINGS. COORDINATE FOR PROPER DRAINAGE CERAMIC OR STONE FINISHES OCCUR AT BATHTUB AND SHOUTER AREAS. I. CONTRACTORS SHALL VERIFY ALL JOB AND FIELD CONDITIONS AFFECTING ALL OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR ~ WORK, AND 05TAIN ALL DIMENSIONS TO INSURE THE PROPER STRENGTH, FIT AND 2. EXCAVATE FOR FOOTINGS TO MINIMUM DEPTHS SHOWN ON DRAWINGS. VERIFY BLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS , F e i / U Z LOCATION OF WORK. REPORT IN WRITING, TO THE ARCHITECT AND ENGINEER ANY MINIMUM DEPTHS WITH 15ORING LOGS. ENCOUNTERED SOIL TO BE UNDISTURBED BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH INTERIOR V74t 'S UUi-ITCH MAY INT '5PE WITH OR OTPi PlliS1= AFFECT OR VIW31N SOIL WITH AN ALLOWABLE ISEARING CAPACITY 0P NOT LESS THAN ONE T I ON DATE: p � f .P.� ��`�� / W U AND ALL CONDITION ERF UN SS OTHERWISE INDICATED. 3/4-HOUR FIRE-PROTECTION-RATED ASSEMBLIES EQUIPPED WITH - �-1 -.--• �� F-" C PREVENT, THE PROPER EXECUTION AND COMPLETION OF THE WORK (1) TON PER SQUARE FOOT LE ERW SE D ED SELF-CLOSING DEVICES. AS PER SECTION R30S.1 OF THE RESIDENTIAL �,� jr �// 2. ALL CONSTRUCTION SHALL COMPLY FULLY WITH THE APPLICABLE PROVISIONS OF 3. STEP FOOTINGS, WHERE ELEVATION CHANGES, I VERTICAL TO 2 HORIZONTAL CODE OF NEW PORK STATE. FE --,�( ✓ E r • -' •_ .-. Z U 511vl=.0;01 SOUTH 0A<W00DI THE RESIDENTIAL CODE OF NEW YORK STATE RESIDENTIAL. MAX PER GODS AS SHOWN ON DRAWINGS OR WHERE ENCOUNTERED SOIL OR 10. PROVIDE FIRE-STOPPING AT ALL WALLS, PARTITIONS, FIREPLACES, 11 irY L�1Jii._!J! �-1 '_P,, :i;!t NIT AT ;/; U Z 76 -1°i,?.. 8 A'v1 -10 4 F°�4 FOR T1-Ic �� -~•I ~� � FIELD GRADE CONDITIONS REQUIRE CHANGES IN FOOTING ELEVATIONS. CHIMNEYS AND ALL OTHI=R CONCEALER SPACES.MAKE ALL JOINTS SMOKE , r n� ij� Q = 3. ALL REQUIREMENTS SPECIFIED IN THE CODE SHALL BE ADHERED to AS IF THEY WERE CALLED FOR, OR SHOWN, ON THE DRAWINGS. THIS SHALL NOT BE 4. CONTRACTOR MAY BACK FILL, AGAINST FOUNDATION WALLS, ONLY AFTER TIGHT AS PER NEW YORK STATE BUILDING CODE REQUIREMENTS. FOL?.0'+.J 1 G I ;SFECTIO .:E v� LAUI;REL / NEW � 0 RT'1�1� 119 .4a 1. F0�1 ,`�)riTIOtJ �1,I� I 0`.JIRED � � Z � � CONSTRUED TO MEAN THAT ANY REQUIREMENTS SET ON THE DRAWINGS MAY BE SEVEN 11) DAYS OF CONCRETE GUISE TIME, USING PROPER CONSTRUCTION 11. INSULATION IN ALL EXTERIOR FRAME WALLS SHALL BE FIBERGLASS BATTS MODIFIED BECAUSE THEY ARE MORE STRINGENT THAN THE CODE FOR THE METHODS,MATERIAL AND EQUIPMENT TO AVOID DAMAGE To THE WALLS AND / O 1R�D C ,._TE �j a ur a REQUIREMENTS OR BECAUSE THEY ARE NOT SPECIFICALLY REQUIRED BY CODE. WATERPROOFING MEMBRANE. ADEQUATELY BRACE WALLS, PRIOR TO EQUAL t0 TRADE TERM R-15. INSULATION IN ROOF CEILINGS SHALL BE 'IJUGI- R ;; G / FIBERGLASS BATTS EQUAL TO TRADE TERM R-38. INSULATION AT LIVING ?• 11 1 - FF;AP9I' G r? f'LLI'': � F-- BAGKFILL. BRACING IS NOT REQUIRED FOR WALLS SUPPORTING LESS THAN 4FLOT 3. IPSUf_ATIOPT %/; Z Z W 4. DO NOT SCALE THE DRAWINGS, ANY DISCREPANCIES SHALL BE REPORTED, IN FEET (121S MM)OF UNBALANCED BACKFILL AND AFTER FLOOR SYSTEM IS SPACE ABOVE GARAGES BE R-38. INSULATION IN EXISTING FOLLOW JOISTS FLAN TO BE FIBERGLASS BATTS EQUAL TO TRADE TERM R-30C. FOLLOW RES 4. FINAL - CGi�:'TRUCTIO^1 MUST 05 � � WRITING, t0 THE ARCHITECT FOR CLARIFICATION. INSTALLED. AS PER SECTION R404.1.1 OF THE RESIDENTIAL CODE OF NEW CHECK SPECIFICATIONS. �+ PORK STATE. C �3 2 I I _ 1 I _ I I c t r Q O 5. GENERAL CONTRACTOR SHALL COORDINATE FOR EASE AMC) RAPIDITY OF I ALL CO'rSTRUC T iO I SH,.I_L MEET THE Lu CONSTRUCTION THE WORK OF ALL TRADES. ALL SLOTS, SLEEVES AND/OR OTHER 5. REMOVE TOPSOIL AND OTHER SURFACE MATERIALS IN PREPARATION FOR 12. MAXIMUM RISER HEIGHT OF ALL STAIRS SHALL BE SY4" AND MINIMUM TREAD REQUREMENTS OF THE.CODES OF Nvr_-�'d C) ..i OPENINGS TO BE COORDINATED AND SET BEFORE POURING CONCRETE, ETC. POURING CONCRETE SLAB. INTERIOR SLABS ON GRADE TO BE POURED ON SHALL BE S" PLUS 0/4" NOSING, ALL IN ACCORDANCE WITH STATE BUILDING !" T E. NOT CODE OR AS SHOWN ON DRAWINGS. STAIR WIDTH BETWEEN HABITABLE YOR,, STA E'. NCO RESPONSIBLE FOR /. C W COMPACTED POROUS FILL OR SUITABLE ON SITE MATERIAL. DESIGN OR CONSTRUCTION ERRORS. /�/� 0 Z 6. CONTRACTOR SWALL PROVIDE ALL THE NECESSARY SUPPORT, BRACING, SPACES AT DIFFERENT FLOOR LEVELS, SHALL NOT BE LESS THAN V-8" SHORING, ETC., (TEMPORARY AND/OR PERMANENT) AS REQUIRED FOR THE SAFE BETWEEN HANDRAILS OR BETWEEN HANDRAIL AND A WALL. STAIRS TO A j j� Z O E3,AV!NENT OR CELLAR, CH AI.I. NOT DE I..Eb5 THAN V-ti" WIDE. L Q III /.. INSTALLATION OF CONSTRUCTION. CONCRETE UJOi�K 13. ALL CARPENTRY WORK SHALL BE PERFORMED IN CONFORMANCE WITH }: I- I � 'ODES �� 1. ALL BATHROOMS AND POWDER ROOMS WITHOUT NATURAL VENTILATION TO BE 1. ALL CONCRETE SHALL BE AIR ENTRAINED SCONE CONCRETE (UNLESS CO 047 I' r - r- EQUIPPED WITH A SWITCH CONTROLLED EXHAUST FAN TO PROVIDE A MINIMUM OF OTHERWISE NOTED) AND SHALL DEVELOP A MINIMUM ULTIMATE COMPRESSIVE GOOD TRADE PRACTICE, RECOMMENDATIONS OF MANUFACTURERS AND IN I`l�C NF`�f Yv, ,re ,� f & TOWN CODES CONFORMANCE WITH THE NEW PORK STATE BUILDING CODE, INCLUDING THE 15CFM OF EXHAUST AS PER SECTION R3033 OF THE RESIDENTIAL CODE OF NEW STRENGTH AT 28 PAYS OF 3,500 PSI. CONCRETE SLABS ON GRADE TO BE FOLLOWING: �,��- AS REC�U;FiEI'-'. f "; '_!:PIQNIS OF YORK STATE REINFORCED WITH W.WT-. Polo-1010 UNLESS NOTED OTHERWISE. AS PER _ S. UNLESS SPECIFICALLY STATED OTHERWISE, ALL APPLICABLE PORTIONS OF THE SECTION R4022 OF THE RESIDENTIAL CODE OF NEW YORK STATE A. FASTEN SECURELY ALL PARTS OF CARPENTRY WORK IN THEIR PROPER PLACE. BRACE, PLUMB AND LEVEL ALL MEMBERS AND GENERAL CONDITIONS (AIA •A201, Mal EDITION) SHALL APPLY TO ALL PORTIONS 2. ROD REINFORCEMENT SHALL BE INTERMEDIATE GRADE DEFORMED BARS, -' SECURE WITH SUFFICIENT NAILS, SPIKES AND BOLTS t0 INSURE OF THIS CONTRACT. CONFORMING TO AStM A&15-60; REINFORCING MESH SHALL CONFORM TO A5TM RIGIDITY. .�; M_._. +� ", -�__:�r-•,,�--�- S. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS,FIXTURES, EQUIPMENT, AI85 AND A82. AND SERVICES NECESSARY AND REQUIRED TO COMPLETE ALL WORK AS B. LAPPED JOISTS OR TRUSSES OVER ANY BEARING TO BE SECURED 6l INDICATED ON THE DRAWINGS AND/OR SPECIFIED HEREIN. 3. DETAILS AND GENERAL PROVISIONS, FOR CONCRETE CONSTRUCTION, SHALL TOGETHER SECURE BUTTED JOISTS WITH I-INCH WIDE BY 18 INCH CONFORM t0 THE REQUIREMENTS OF THE LATEST ACI BUILDING CODE, ACI METAL STRAPS AND TWO SO NAILS TO EACH JOIST. >3eACH 10. THE CONTRACTOR SHALL ORDER ALL SPECIFIED MATERIAL AND FABRICATED 318, AND MANUAL ACI 315. OCCUPANCY OR r�cn ITEMS WITH SUFFICIENT LEAD TIMES t0 NOT DELAY WORK IN ANY MANNER C. PROVIDE SOLID SURFACES At ALL CORNERS At LEAST I AND I/4 4. FOUNDATION WALLS AND FOOTINGS TO BE POURED STONE CONCRETE OF INCHES WIDE, IN BOTH DIRECTIONS,FOR SECURING SUBFLOORING, THICKNESS' SHOWN ON DRAWINGS. AS PER SECTION R403 OF THE RESIDENTIAL DRYWALL ETC. FORM SURFACES WITH FRAMING MEMBERS OR WITH ,^ II. SUBMISSION OF PROPOSAL BY CONTRACTOR(S)WILL BE CONSTRUED AS u) E IS UNLAWFUL ►�i t�I UL THAT A CAREFUL AND THOROUGH EXAMINATION OF PREMISES HAS CODE OF NEW PORK STATE 2-INCH WOOD BLOCKING SECURED WITH At LEAST TWO 8D NAILS At S (o9o1S'w 130.01 EVIDENCE r EACH END. WITHOUT CERTIFICATE BEEN MADE AND LATER CLAIMS FOR LABOR,MATERIALS OR EQUIPMENT 5. ALL CONCRETE SHALL BE IN ACCORDANCE WITH ACI BUILDING CODE 1. REQUIRED Cr"2 FOR DIFFICULTIES ENCOUNTERED WHICH COULD HAVE BEEN FOUNDATIONS TO BEAR A MINIMUM OF I'-0" INTO UNDISTURBED SOIL. ALL IN D. PROVIDE DOUBLE JOISTS, TRUSSES AND HEADERS At WATER CLOSET OF OCCUPANCY FORESEEN HAD SUCH AN EXAMINATION BEEN MADE WILL NOT BE RECOGNIZEED. IT ACCORDANCE WITH NY STATE BUILDING CODE. EXTERIOR FOOTINGS TO BE DRAIN BENDS, AT ALL VENT AND MECHANICAL OPENINGS 2' OR MORE �! SHALL ALSO CONSTITUTE A REPRESENTATION THAT THE CONTRACTOR HAS 4'-0" MINIMUM BELOW FINISHED GRADE. IN WIDTH, SKYLIGHT AND ATTIC PULL DOWN STAIR OR HATCH OPENINGS CHECKED AND VERIFIED ALL QUANTITIES, WORK AND MATERIALS INVOLVED AND THAT HE SHALL TAKE RESPONSIBILITY FOR ANY DEFICIENCIES THEREIN. UNLESS OTHERWISE DIRECTED BY ARCHITECT. 6. A 4 MIL THICK POLYETHYLENE VAPOR BARRIER SWEET TO BE LAID UNDER 12. CONTRACTOR(S) SHALL BEAR RESPONSIBILITY FCR THE REPAIR OF ANY WORK BASEMENT OR CELLAR SLABS ON GRADE. E. TAIL JOISTS OVER 4 FEET LONG, AND HEADER JOISTS SHALL BE HUNG m I STORY PLUMBING IN APPROVED METAL STIRRUPS OR HANGERS, AND SPIKED SEC1,1RELY ALL PLUMBING WASTE ALREADY IN PLACE THAT IS DAMAGED BY HIM WHILE COMPLETING HIS 1, AS PER SECTION R404.Ib HEIGHT ABOVE FINISHED GRADE. CONCRETE AND UNLESS SUPPORTED ON A WALL OR GIRDER. `QMRI CONTRACT. ;=T. / DECK &%`DATER LINES NEED MASONRY FOUNDATION WALLS SHALL EXTEND ABOVE THE FINISHED GRADE DECK / EXTENSION T- 7,E ADJACENT TO THE FOUNDATION At ALL POINTS A MINIMUM OF 4 INCHES (102 F. ALL STUDS SHALL BE PROVIDED AND SECURED TO SUPPORTING ;� TO BE � ` '� 13. MANUFACTURER'S RECOMMENDATIONS AND INSTALLATION INSTRUCTIONS SHALL TE,:i rr.'.:, 6�rC:,- COVERING ��MANUFACTURER'S D TO RE ALL IMATER IONS AND STAL=� MM?WHERE MASONRY YI�NEER 15 W5pp AND A MINIMUM OF (o INCHES (152 MM) MEMBERS IN STRICT ACCORDANCE WITH "RECOMMENDED NAILING EXISTING / LEGALIZEP S�6 USED. ? STORY ELSEWHERE. SCi-IEI)ULtII INCLU15M IN TIatSt S15ECIPICATIONS OR AS Pa "AFTER PIUELLING i 14. THE CONTRACTOR SHALL CARRY AND SUBMIT EVIDENCE OF INSURANCE AS NOTED. PLUA4BER CEPTIFICATION /� I (1) SECURE SOLE PLATES WITH 16d NAILS 16" O.C. THROUGH SUB-FLOORING REQUIRED. �` 5OI CRY AND INTO FRAMING OR BLOCKING, AND PROVIDE SUITABLE SPLICE Powico ON LEAD CONTENT BEFORE 15. ALL DIMENSIONS GIVEN ARE To THE FINISHED FACE OF STUD UNLESS OTHERWISE I. ALL CONCRETE MASONRY UNITS SHALL CONFORM TO THE SPECIFICATIONS OF PLATE AT END, SECURELY NAILED IN PLACE. CERTIFICATE OF OCCUPY""NCY ASTM C-SO, AND SHALL BE HOLLOW LOAD BEARING CONCRETE BLOCK, (2) STUDS NOT LESS THAN 2x4 A 16" O.G. DOUBLED AROUND OPENINGS Exlsi'ING NOTED. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND MANUFACTURER'S GUTS I STORY GRADE N. ALL MASONRY UNITS SHALL HAVE A MINIMUM COMPRESSIVE AND TRIPLED At CORNERS. AND SAMPLES t0 ARCHITECT FOR REVIEW AND APPROVAL PRIOR t0 nn// SOLDER USED IN WATER COMMENCEMENT of SUCH WORK STRENGTH OF 1000 PSI. MORTAR SHALL CONFORM TO THE SPECIFICATIONS (3) PLATES AND BLOCKING SAME WIDTH AS RELATED STUDS OR WIDER 1�- SUPPLYSYSTE�.�!CANNOT MORTAR, FOR UNIT MASONRY ASTM C-210 AND SHALL BE TYPE S MORTAR, (4) FRAMING TO SUIT WORK OF OTHER TRADES. 16. UPON COMPLETION OF WORK CONTRACTOR SHALL COMPLETELY CLEAN THE ALL MASONRY WALLS AND COMERS To BE PROPERLY BONDED. (5) PROVIDE (2) 2x4 JACK STUDS UNDER THE END OF HEADERS UNLESS EXCEED 2110 OF 1%LEAD. CONSTRUCTION AREA, SUITABLE FOR OWNER'S USE, AS DETERMINED BY THE OTHERWISE NOTED ON DRAWINGS. Cl ARCHITECT (AFTER ARCHITECT'S INSPECTION)CLEANING OF ALL EQUIPMENT, 2. CONCRETE MASONRY WALL REINFORCEMENT SHALL BE OF NON-CORROSIVE (ro) PROVIDE SOLID BEARING FOR FULL WIDTH OF TRUSSES, JOISTS, CONSTRUCTION WORK AND OTHER WORK TRUSS TYPE METAL APPROVED BY THE ARCHITECT. HORIZONTAL CONTINUOUS RAFTERS,GIRDERS. ETC. O RETAIN STORM WATER RUNOFF TRUSS REINFORCEMENT SHALL BE PROVIDED AND INSTALLED AT EVERY 2ND - - PURSUANT TO CHAPTER 236 11. GUARANTEE: THE CONTRACTOR SHALL GUARANTEE ALL THE WORK UNDER THIS COURSE. VERTICAL SPACING OF REINFORCING MUST NOT EXCEED 16 INCHES- G. SUB-FLOORING SHALL BE INSTALLED WITH FACE GRAIN ACROSS CONTRACT FOR ONE (l) YEAR FROM THE DATE OF FINAL ACCEPTANCE. HE SHALL WALLS SHOULD BE BRACED DURING CONSTRUCTION UNTIL THEY ARE SUPPORTS;NAIL WITH 66 COMMON NAILS 6 INCHES O.C. ALONG OF THE TOWN CODE. BE RESPONSIBLE FOR AND MAKE GOOD, WITHOUT EXPENSE TO THE OWNER, ANY ADEQUATELY ANCHORED To THE FLOOR AND ROOF SYSTEMS ACCORDING TO SUPPORTED EDGES AND 10 INCHES D.G. AT INTERMEDIATE :SUPPORTS; - AND ALL DEFECTS ARISING DURING THIS PERIOD THAT ARE DUE TO IMPERFECT DETAILS. BREAK JOINTS IN ADJACENT GOUR5ES; LOCATE END JOINTS OVER 10 o o O MATERIAL AND APPLIANCES ANp/OR POOR WORKMANSHIP, ETC. GLUED SUPPORTS AND DRIVE NAILS FLUSH OR SLIGHTLY BELOW -, 3. ALL CONCRETE MASONRY UNIT WALLS TO BE LAID UP IN RUNNING BOND SET IN SURFACE. UNDERLAYMENT, WHERE REQUIRED, SHALL BE SIMILARLY � �1�; IS. MINOR ITEMS OF WORK SUCH AS PATCHING, BLOCKING, ETC. SHALL BE FULL MORTAR BEDDING. 4.FURNISH AND INSTALL MASONRY VENEER METAL INSTALLED USING CONSTRUCTION ADHESIVE. i1C CV EXISTING TIES OF APPROVED DE PERFORMED AS REQUIRED TO MAKE THE WORK COMPLETE WHETHER SHOWN OR SIGN AT THE RATE OF ONE ll) TIE FOR EACH 256 ED NOTED ON THE CONTRACT pOGUMENTS OR NOT. SQUARE INGI-TES OF WALL SUtRFACE WITH SP4GINCs NOT TO vBRT10AL H. ROOF SHEATHING, SHALL BE LAID WITH FACE GRAIN At RIGHT AN„�LES I STORY DIMENSIONS. EXCEED I& INCHES IN HORIZONTAL OR BRICK WALL SHALL to SUPPORTS: LOCATE END JOINTS OVER SUPPORTS: STAGGER JOINTS: POVEREN O rum". GARACsE Ie, BEFORE ORDERING ANY MATERIAL OR DOING ANY WORK EACH TRADE SHALL BE ANCHORED TO WALL FRAMING WITH 20 GAUGE CORRUGATED, PROVIDE METAL "H" CLIP AT JOINTS AT SIDES OF PANELS WHENSPACING OF SUPPORTS IS 24" O.C. OR 16" O.C. (HURRICANE) VERIFY ALL MEASUREMENTS AT THE BUILDING AND SHALL BE RESPONSIBLE FOR " C�sALVANIZED TIES 16 EACH UJAI'. / o QI THE CORRECTNESS OF SAME. NO EXTRA OR COMPENSATION WILL BE ALLOWED NOT ,� N (7 9 18 E ON ACCOUNT OF DIFFERENCES BETWEEN ACTUAL DIMENSIONS AND THE I Ipp I T I. FURRING, WHERE REQUIRED, TO BE TRUE TO LINE,SURFACE. OVER 16 O.C. MEASUREMENTS INDICATED ON THE DRAWINGS. ANY DISCREPANCIES BETWEEN STRUCTUIRAL S 1 EE1. AND FASTENED SECURELY TO SUPPORTING SURFACE. \\ THE DRAWING3 AND FIELD CONDITIONS WHICH MAY BE FOUND SHALL BE ECO TIC SAY 5LyD SUBMITTED TO THE ARCHITECT FOR CONSIDERATION AND CLARIFICATION BEFORE 4• ALL STRUCTURAL STEEL SHALL BE NEW AND CONFORM TO ASTM A3ro, 14. ALL FLOORS TO BE COVERED WITH CARPEL SHALL HAVE ONE U1 LAYER UNDERLAYMENT BOARD OR OCHER APPROVED EQUAL, OVER 5UB-FLOOR PROCEEDING WITH THE WORK ( FLOORS TO BE COVERED WITH OAK FLOORING, QUARRY TILE OR CERAMIC PA LLEL)R,A 5. THE DESIGN, FABRICATION AND ERECTION, OF ALL STRUCTURAL STEEL, SHALL I ' ' 20. ALL THE ARCHITECT'S DRAWINGS AND CONSTRUCTION NOTES ARE BE IN ACCORDANCE WITH THE LATEST EDITION OF THE AISC SPECIFICATION. TILE SHALL HAVE ONE (1) LAYER OF 2%2" PLYWOOD SUB-FLOORING. WINDOW NOTES COMPLIMENTARY AND WHAT 15 CALLED FOR BY EITHER WILL BE BINDING AS IF CALLED FOR BY ALL, ANY WORK SHOWN OR REFERRED TO ON ANY ONE fo. SHOP AND FIELD CONNECTIONS SHALL BE WELDED, OR MACHINE BOLTED, WITH tit t� pRAWING 0HALI- BE PROVIDED AS THOUGH SHOWN ON ALL DRAWINGS. ASTM 233 E10 SERIES EL5CTRO0MS AND A301 BOLTS, WITH LOCK WASHERS. I IOIS It UR t�E I ROTE( I-t- ION AND I. GENERAL CONTRACTOR / OWNER / DEVELOPER IS RESPONSIBLE FOR COORDINATION OF WHENEVER AN ITIEM IS SF,Ed tD AND/6P $i16 N ON TWE bRAWINM BY bitt,411- W QUANTITIE6 IP WIND003. TWEY 6HALL AL60 VERIFY ALL NECE66ART CLEAI�ANGV FfpOm OR REFERENCE IT SHALL BE CONSIDERED TYPICAL FOR ANY OTHER ITEMS 1. PAINT ALL STEEL ONE SHOP GOAT OF RUST INHIBITIVE PAINT AND FIELD TOUCH A5SOC I A I rp ORK BRICK QUOINS, STUCCO DETAILING, ROOF OVERHANGS, LOW ROOFS BELOW AND ANY OTHER WHICH ARE 015VICUSLY INTENDED TO BEE THE SAME F-VEN THOUGH THEY 00 NOT UP EXCEPT FOR AREAS TO BE HELPED. COLOR TO BE e*RAY UNLESS 1. FOUNDATION WALL EXTERIOR SURFACES TO BE PROTECTED FROM BOTTOM OF EXTERIOR DETAILS. GENERAL CONTRACTOR / OWNER / DEVELOPER SHALL COORDINATE SERVE THE SAME FUNCTION. OTHERWISE DIRECTED BY THE ARCHITECT. WINDOWS WITH INT � IL [� E D RIOR ETAILS SUCW AS, BUT NOT LIMITED TO: PVAC DUCTING SOFFITS, FOOTING TO WITHIN I" OF RADE WITH THE APPLICATION OF TWO TROWEL A/C SLEEVES, BASEBOARD HEATING, HEADERS, STAIRWAYS, INTERIOR CASING 4 CHIMNEY � Cs W 21. THE CONTRACTOR SHALL ABIDE BY AND COMPLY WITH THE TRUE INTENT AND 8. ALL STRUCTURALCOATS OF BITUMINOUS MASTIC SEPARATED BY A LAYER OF ASPHALT ENCLOSURES- II WELDING SHALL BE PERFORMED, BY CERTIFIED WELDING � O SATURATED MESH. -U MEANING OF THE DRAWINGS AND NOTES TAKEN AS A WHOLE AND SHALL NOT SOCIETY'S WELDERS, IN COMPLIANCE WITH THE AMERICAN STANDARD 11 Q N AVAIL HIMSELF OF ANY OBVIOUS ERRORS OR OMISSIONS SHOULD ANY EXIST. 2. ALL WINDOWS IN ONE 4 tUlO FAMILY DWELLINGS to BE SET At A HEIGHT OF 6 -S t ALL � QUALIFICATION PROCEDURE. WINDOWS IN COMMERCIAL SPACES 4 MULTIPLE DWELLINGS TO BE SET AT A HEIGHT OF 1'-0" 0 r SHOULD ANY ERROR OR DISCREPANCY APPEAR FOR ANY DOUBT ARISE AS TO 2. ALTERNATE MATERIAL FOR FOUNDATION WALL PROTECTION TO BE A THE TRUE MEANING OF THE DRAWING OR NOTES, THE CONTRACTOR SHALL BRING RUBBERIZED ASPHALT INTEGRALLY BONDED TO POLYETHYLENE SHEET, UNLESS OTHERWISE NOTED. OWNER AND/OR CONTRACTOR t0 CONTACT ARCHITECT IF •• � SUCH ITEMS TO THE ATTENTION OF THE ARCHITECT BEFORE SUBMISSION OF S. ALL WALL BEARING BEAMS TO HAVE STANDARD ANGLES, ANCHORS AND THERE IS ANY CONFLICTS. PROPOSAL HE/SHE WILL BE HELD RESPONSIBLE FOR ALL SUCH ITEMS. BEARING PLATES, UNLESS OTHERWISE NOTED ON DRAWINGS. BITUTHENE, AS MANUFACTURED BY W.R GRACE COMPANY OR APPROVED �I M M w W EQUAL, INSTALLATION TO COMPLY WITH MANUFACTURER'S SPECIFICATIONS 3. CHILD SAFETY GUARDS - OWNER / DEVELOPER TO COMPLY WITH ALL NEW YORK CITY Z H 22. TWE CHARACTER AND SCOPE OF THE WORK ARE ILLUSTRATED BY THE DRAWINGS AND INSTRUCTIONS. EXTRA PRECAUTIONS OR PROVISIONS ARE REQUIRED 4 H.P.D. RULES AND REGULATIONS FOR MULTIPLE DWELLING WINDOW GUARDS, V AND NOTES. TO INTERPRET AND EXPLAIN THE DRAWINGS OTHER INFORMATION DURING INCLEMENT WEATHER AND SITECONDITIONS TO ENSURE SATISFACTORY Q.lI JJ 0 L� U G U� MAY DEEMED NECESSARY BY THE ARCHITECT AND WILL BE FURNISHED TO THE CARPENTRY AND LUl„ 5ER PERFORMANCE OF THE WORK CONTRACTOR WHEN AND AS REQUIRED BY THE WORK AND IT IS TO BE 1, ALL LUMBER AND CONNECTIONS SHALL BE IN ACCORDANCE WITH THE 5. WINDOWS AND DOORS ARE TO BE INSTALLED AS PER MANUFACTURERS SPECIFICATIONS. UNDERSTOOD THAT SAID ADDITIONAL INFORMATION OR DRAWINGS ARE TO BE OF RESIDENTIAL CODE OF NEW YORK STATE, THE WOOD FRAME CONSTRUCTION EQUAL FORGE WITH THESE DRAWINGS. MANUAL IWFCM) AND WITH THE NATIONAL DESIGN SPECIFICATIONS FOR STRESS 3. TERMITE PROTECTION OF APPROVED TYPE SHALL BE PROVIDED IN 6. WINDOW SIZES ON DRAWINGS ARE GENERAL SIZES ONLY CONTRACTOR t0 VERIFY EXACT ACCORDANCE WITH THE NEW YORK STATE BUILDING CONSTRUCTION CODE ROUGH OPENING SIZES WITH WINDOW MANUFACTURE. GRADE LUMBER AND ITS FASTENINGS. LUMBER IS TO BE FURNISHED AND GUAR. PERAILS AND RAILINGS < 23. CONTRACTOR t0 FOLLOW ARGHITE CTS/ENGINEERS SPECIFICATION FOR ALL INSTALLED COMPLETE WITH ALL FASTENINGS, ANCHORS, BLOCKING, BRIDGING, 8. ALL WINDOWS LOCATED IN A STAIR WELLS, BATHTUBS OR HAS A SILL OF LESS THAN IS" II MATERIALS, FINISHES AND FINISH PROCESSES WITH NO SUBSTITUTION UNLESS SADDLES, HANGERS, ETC. REQUIRED TO COMPLETE THE JOB. ALL STEEL 4. FLASHING TO BE PROVIDED AT ALL HEADS AND SILLS OF DOORS AND MUST BE CONSTRUCTED WITH TEMPERED GLASS. EXCEPT AS INDICATED IN SECTION R308.1.1 I- PORCHES, BALCONIES, RAMPS OR RAISED FLOOR SURFACES LOCATED MORE APPROVED BY ARCHITECT OR ENGINEER, IN WRITING. BOLTS CONNECTING WOOD MEMBERS SHALL BE SUPPLIED WITH AND WINDOWS, CHIMNEYS, GRAVEL STOPS, INCLUDING ALL INTERSECTIONS OF EACH PANE OF GLAZING INSTALLED IN HAZARDOUS LOCATIONS AS DEFINED IN SECTION THAN _0 INCHES (162 MM)ABOVE THE FLOOR OR GRADE BELOW SHALL HAVE II- LIGHTENED AGAINST STEEL WASHERS OR PLATES. JOIST HANGERS AND ROOFS WITH VERTICAL OR SLOPING SURFACES SUCH AS VALLEYS,HIPS, R308.4 SHALL BE PROVIDED WITH A MANUFACTURER'S DESIGNATION SPECIFYING WHO GUARDS NOT LESS THAN 36 INCHES (cJ14 MM) IN HEIGHT. OPEN SIDES OF STAIRS 24, THE STANDARD SPECIFICATIONS E THE MANUFACTURERS APPROVED FOR USE IN CONNECTORS, BRIDGING AND HARDWARE MUST BE INSTALLED IN WITH A TOTAL RISE OF MORE THAN 30 INCHES 062 MM) ABOVE THE FLOOR OR THE PROJECT ARE HEREBY MADE A PART OF THESE NOTES WITH THE SAME RIDGES AND OCHER ROOF PENETRATIONS. MATERIALS FOR BASE AND CAP APPLIED THE DESIGNATION DESIGNATING THE TYPE OF GLASS AND THE SAFETY GLAZING ACCORDANCE WITH NEW YORK CITY BUILDING CODE REQUIREMENTS. WHERE STANDARD WITH WHICH IT COMPLIES WHICH IS VISIBLE IN THE FINAL INSTALLATION, THE GRADE BELOW SHALL HAVE GUARDS NOT LESS THAN 34 INCHES (864 MM) IN -I FORCE AND EFFECT AS THOUGH HEREIN WRITTEN OUT IN FULL EXCEPT THAT FASTENERS A NOT SPECIFICALLY INDICATED OR SPECIFIED THEY SHALL BE FLASHING AT MASONRY TO BE 16 OZ. COPPER AND SILL FLASHING AT DOORS HEIGH' MEASURED VERTICALLY FROM THE NOSING OF THE TREADS. AS PER R312.1 WHEREVER THE DRAWINGS REQUIRE BETTER QUALITY MATERIALS THESE MORE DESIGNATION SHALL BE ACID ETCHED, SANDBLASTED, CERAMIC-FIRED, LASER ETCHED, FURNISHED IN ADEQUATE NUMBER AND SIZE AND SHALL COMPLY WITH THE AND WINDOWS TO BE 3 OZ. COPPER FABRIC MATERIAL UNLESS OTHERWISE EMBOSSED, OR BE OF A TYPE WHICH ONCE APPLIED CANNOT BE REMOVED WITHOUT BEING GUARDS. of THE 2010 NEW YORK STATE RESIDENTIAL BUILDING CODE. STRINGENT REQUIREMENTS SHALL GOVERN. "RECOMMENDED NAILING SCHEDULE" ACCOMPANYING THESE SPECIFICATIONS. APPROVED. BLIND FLASH WITH APPROVED MATERIALS ALL INTERSECTING DESTROYED. A LABEL SHALL BE PERMITTED IN LIEU OF THE MANUFACTURER'S 25. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY IF HE CANNOT 2. ALL STRUCTURAL FRAMING LUMBER SHALL BE 02 OR BETTER HEM-FIR FB=850 ROOF JUNCTURES. COORDINATE INSTALLATION OF ALL FLASHING UITH DESIGNATION. 2. PORC4E':S AND DECKS WHICH ARE ENCLOSED WITH INSECT SCREENING SHALL BE CARPENTRY, MASONRY AND ROOFING TRADES. EQUIPFIED WITH GUARDS WHERE THE WALKING SURFACE IS LOCATED MORE THAN FOR ANY REASON COMPLY WITH ALL THE REQUIREMENTS OF THESE NOTES, DRAWINGS, BUILDING CODES AND GOOD TRADE PRACTICE. PSI 1 E■1�00,000 PSI UNLESS OTHERWISE INDICATED OR SELECTED FROM S. AS PER SECTION R3012.1.1 OF THE RESIDENTIAL BUILDING CODE OF NEW PORK STATE, 30 INCHES (162 MM) ABOVE THE FLOOR OR GRADE BELOW. TABLES OF THE NATIONAL FOREST PRODUCTS ASSOCIATION MANUAL AND/OR WINDOWS IN BUILDINGS LOCATED IN WINDBORNE DEBRIS REGIONS SHALL HAVE GLAZED , 0 26. THE CONTRACTOR SHALL KEEP THE ARCHITECT INFORMED OF PROGRESS OF SHOWN ON ACCOMPANYING STRUCTURAL CALCULATIONS. ALL HEADERS SHALL 5. SKYLIGHTS TO BE OF SIZES SHOWN ON DRAWINGS, DOUBLE INSULATED, SELF OPENINGS PROTECTED FROM WINDBORNE DEBRIS OR THE BUILDING SHALL BE DESIGNED 3. GUARD OPENING LIMITATIONS. REQUIRED GUARDS ON OPEN SIDES OF STAIRWAYS, BE HEM-FIR WITH F15=1000 PSI, UNLESS OTHERWISE SHOWN ON DETAILS- FLASHING WITH INTEGRAL CURBS RAISED A MIN. OF 8" FLAT PITCHED ROOFS. AS A PARTIALLY ENCLOSED BUILDING IN ACCORDANCE WITH ASCE 1.GLAZED OPENING RAISM FLOOR AREAS, BALCONIES AND PORCHES SHALL HAVE INTERMEDIATE WORK NO WORK SHALL BE CL05ED OR COVERED UNTIL IT WAS BEEN DULY RAILS OR ORNAMENTAL CLOSURES WHICH DO NOT ALLOW PASSAGE OF A INSPECTED AND APPROVED. SHOULD UNINSPECTED WORK BE COVERED THE PROTECTION FOR WINDBORNE DEBRIS SHALL MEET THE REQUIREMENTS of THE LARGE 3. ALL ROOF AND WALL PLYWOOD PANELS SHALL BE EXTERIOR GDX GRADE, MISSILE TEST OF AN APPROVED IMPACT RESISTING STANDARD OR AStM E 1986 AND ASTM SPREES 4 INCHES (102MM) OR MORE IN DIAMETER. �I CONTRACTOR SHALL AT HIS OWN EXPENSE UNCOVER ALL SUCH WORK SO THAT IT WITH EXTERIOR GLUE, SHALL MEET THE REQUIREMENTS OF THE LATEST EDITION 6. CAULK AND SEAL WITH APPROVED MATERIAL ALL JOINTS AND INTERSECTIONS EIS IL REFERENCED THEREIN Lu CAN BE PROPERLY INSPECTED AND AFTER INSPECTION HE SHALL PROPERLY OF THE U.S. PRODUCT STANDARD P5-1, AND SHALL BE IDENTIFIED WITH THE ,AS REQUIRED TO PROVIDE A POSITIVE BARRIER AGAINST PASS,CC�E OF EXCEPTION: WOOD STRUCTURAL PANELS WITH A MINIMUM OF 1/1(o INCW (11 MM)AND A EXCEPTIONS: �! ICI-PAID ANb IF=PLACI- ALL WOPIG INtERI•f-1 b Wl'rW, At WIa.AJt!R Coat. Ar-r-ROr'}�IATE QKAPE TIe.ADIMMAIeKG OP THM At"I MIGAN PLTW000 MOISTURE AND AIR AT ALL DOORS,WINDOWS AND OTHER OPENINGS TO THE OPENING PROTECTION IN �l ' MAXIMUM SPAN OF 8 FEET (2438 MM)SHALL BE PERMITTED FOR 21. SMOKE DETECTING and CARBON MONOXIDE DETECTOR ALARM DEVICES, SHALL ASSOCIATION. ALL ROOF PLYWOOD TO BE 3/4" `MINIMUM THICKNE e, ANP ALL EXTERIOR. ONE- AND TWO-STORY EsUIL D DINGB. PANELS SHALL BE PRECUT SO THAT THEY SHALL BE a. THE TRIANGULAR OPENINGS FORMED BY THE RISER, TREA AND BOTTOM RAIL �$ WALL PLYWOOD TO BE 1/211 MINIMUM THICKNESS. ATTACHED TO THE: FRAMING SURROUNDING THE OPENING CONTAINING THE PRODUCT WITH OF 4 GUARD AT THE: OPEN SIDE OF A STAIRWAY ARE: PERMITTED TO BIE OF Lu BE INSTALLED IN CONFORMITY WITH SECTION R313 OF THE RESIDENTIAL CODE: OF SUCH A SIZE THAT A SPHERE (o INCHES (152 MM) CANNOT PASS THROUGH. THE GLAZED OPENING. PANELS SHALL BE SECURED WITH THE ATTACHMENT HARDWARE NEW YORK STATE AND SHALL BE PROVIDED OUTSIDE EACH SEPARATE SLEEPING 4. ALL WOOD POSTS, RESTING ON TOP OF CONCRETE WALLS, SHALL WAVE CLIP 1. ICE PROTEGTIONlR9052.1.1) IN AREA WHERE THE AVERAGE DAILY b. OPENINGS FOR REQUIRED GUARDS ON THE SIDES OF STAIR TREADS SHALL PROVIDED. ATTACHMENTS SHALL BE DESIGNED 70 RE515T THE COMPONENT AND � � AREA, IN EACH SLEEPING AREA AND ON EACH FLOOR LEVEL. ANGLE ANCHORAGE TO CONCRETE BASE. ALL POSTS, RESTING ON TOP OF TEMPERATURE IN JANUARY IS 25 OR LESS OR WHEN TABLE R30120)CRITERIA NOT ALLOW A SPHEREE 4% INCHES (101 MM) TO PASS THROUGH. ny � 7 � STEEL BEAM, SHALL HAVE CLIP ANGLES BOLTED OR WELDED t0 THE SO DESIGNATES, AN ICE BARRIER THAT CONSISTS OF At LEAST TWO LAYERS CLADDING LOADS DETERMINED IN ACCORDANCE WITH CABLE R3012(2). ATTACHMENT IN 28. ALL PLUMBING WORK SHALL CONFORM TO THE LATEST N.Y.S. BUILDING CODE. ACCORDANCE WITH TABLE R3012.12 IS PERMITTED FOR BUILDINGS WITH A MEAN ROOF FLANGES OF THE STEEL BEAM. OF UNDERLAYMENT CEMENTED TOGETHER OR OF A SELF-ADHERING HEIGHT OF 33 FEET (10 05D MM)OR LESS WHERE WIND SPEEDS DO NOT EXCEED 130 MILES 4. ALL DECKS PORCHES, BALCONIES, ETC., 4'-0" ABOVE THE ADJACENT GRADE, �� C� 2S. ALL PLUMBING WORK SHALL BE PERFORMED BY A LICENSED PLUMMEER POLYMER MODIFIED BITUMEN SHEET, SHALL BE USED IN LIEU OF NORMAL PER POUR (58 M/S). FLOOR, ETC., TO HAVE A GUARDRAIL (RAILING) A MINIMUM OF 42" HIGH. ' 5. WOOD STRUCTURAL MEMBERS IN CONTACT WITH MASONRY,CONCRETE OR UNDERLAYMENT AND EXTEND FROM THE: EVE'S EDGE TO A POINT AT LEAST 24 S,�NC�--I�� EXPOSED TO THE ELEMENTS MUST BE PRESSURE TREATED To DEFINITE I0. AS PER SECTION R310 - BASEMENTS WITH HABITABLE SPACE AND EVERY SLEEPING 5. HANDRAILS AND GUARDS ARE TO BE ABLE TO RESIST A LOAD OF 50 POUNDS 30.ALL ELECTRICAL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICIAN. REtI=NTION AND PENETRATIONS IN ACCORDANCE WITH THE AWPA UI FOR THE INCHES INSIDE THE EXTERIOR WALL LINE OF THE BUILDING. ROOM SHALL HAVE AT LEAST ONE OPERABLE EMERGENCY AND RESCUE OPENING. SUCH PER LINEAL FOOT APPLIED IN ANY DIRECTION AT THE TOP AND TO TRANSFER FIE=S I D NGrE SPI=CIES, PRODUCT, PRESERvATIVE ,AND END USf=, STANDARDS Cl AND C2 FOR OPENING SHALL OPEN DIRECTLY INTO A PUBLIC STREET, PUBLIC ALLIMMY, YAP=. e5m aoUv:M TWIG LOAD T✓-HZOU5W TWr= SUPPORTS TO Tut= STRUCTURE SUPPORTING TUB' RAIL DI. ELECTRICIAN SHALL ODTAIN EL=C;TKIGAL PE14"ITS ANP NECESSARY SKIN OFFS WATER BONE PRESERVATIVE TREATMENT. AS PER SECTION R3N OF TWE s_ ALL M&ATUIS RESISTANT GYP_ Mn- TO Mr. llWUMItI=Kll MOLD P-9919 AWT rnWrr=t WUEIRE MA9r.Hrt4T9 COWTAIW 4nW= OR 1 O14M= £.LI=I=PIING ROOMS, I=mEER3ENCY EGRESS AND OR C:dAqv• RESIDENTIAL CODE OF NEW YORK STATE. ROCK BRAND OR APPROVED EQUAL. CELLAR, BASEMENT, BELOW GRADE: RESCUE OPENINGS SHALL BE REQUIRED IN EACH SLEEPING ROOM, BUT SHALL NOT BE 32. t0 THE BEST OF MY KNOWLEDGE AND BELIEF, THE PLANS HAVE BEEN REQUIRED IN ADJOINING AREAS of THE BASEMENT. WHERE EMERGENCY ESCAPE AND RESCUE 6. HANDRAIL ASSEMBLIES ARE ALSO TO BE ABLE t0 RESIST A SINGLE PREPARED IN COMPLIANCE WITH THE NEW YORK ENERGY CONSERVATION CODE UTILITY ROOMS, BULKHEADS, ETC. OPENINGS ARE PROVIDED THEY SHALL HAVE A SILL HEIGHT of NOT MORE THAN 44 INCHES 6. WHERE RAFTERS AND JOISTS FRAME INTO OTHER WOOD MEMBERS, TECO CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY DIRECTION AT ANY AND CHAPTER 11 OF THE RESIDENTIAL CODE OF NEW YORK STATE. U-GRIP IS GAGE GALVANIZED STEEL JOIST AND BEAM HANGERS ARE TO BE (1118 MM) ABOVE THE FLOOR WHERE A DOOR OPENING HAVING A THRESHOLD BELOW THE POINT ALONG THE TOP. THIS LOAD CAN BE CONSIDERED INDEPENDENTLY OF 33. PROVIDE G.A.I. AND TEMPERED GLASS DOOR FOR FIREPLACE AS PER N.Y.S. PROVIDED. STAINLESS WHERE PROXIMITY OF WATER CONDITION. ADJACENT GROUND ELEVATION SERVES AS AN EMERGENCY ESCAPE AND RESCUE OPENING THE UNIFORM LOAD NOTED PREVIOUSLY. AND IS PROVIDED WITH A BULKHEAD ENCLOSURE, THE BULKHEAD ENCLOSURE SHALL COMPLY ENERGY CONSERVATION CODE AND SECTION R1I0I.11 OF THE RESIDENTIAL CODE 1. PRovIDE APPROVED WOOD BRIDGING At WOOD FLOOR JOISTS, 8'-0" O.G. WITH SECTION R3103. THE NET CLEAR OPENING DIMENSIONS REQUIRED BY THIS SECTION SHALL OF NEW YORK STATE MAXIMUM SPACING. SECURE BOTTOM of BRIDGING AFTER SUBFLOOR HAS BE OBTAINED BY THE NORMAL OPERATION OF THE EMERGENCY ESCAPE AND RESCUE BEEN NAILED. OPENING FROM THE INSIDE. EMERGENCY ESCAPE AND RESCUE OPENINGS WITH A FINISHED SILL 34. ARCHITECT PAS NOT BEEN RETAINED FOR SUPERVISION OF CONSTRUCTION. HEIGHT BELOW THE ADJACENT GROUND ELEVATION SHALL BE PROVIDED WITH A WINDOW WELL 8. ALL CARPENTRY MATERIALS TO BE INSTALLED AS PER MANUFACTURER'S IN ACCORDANCE WITH SECTION R3102. EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL �35. A FINAL SURVEY MUST BE SUBMITTED AT COMPLETION OF JOB BY OWNER OR RECOMMENDATIONS AND SPECIFICATIONS. OPEN DIRECTLY INTO A PUBLIC WAY, OR TO A YARD OR COURT THAT OPENS TO A PUBLIC WARNING: CONTRACTOR WAY. INSTALLATION AND SIZE OF EGRESS WINDOWS SHALL COMPLY WITH ALL SPECIFICATIONS IT 18 A VIOLATION OF THE NEW YORK STATE EDUCATION LAW ARi7CLE 147 3ro.GENERAL CONTRACTOR TO PROVIDE DOUGHNUTS AND COFFEE AT INITIAL SITE S. ALL EXTERIOR STRUCTURAL WOOD FRAMING, STAIR STRUCTURE,GUARDRAILS, OF SECTION P310 OF THE RESIDENTIAL BUILDING CODE OF NEW YORK STATE. MEETING, DUNKIN DONUTS OR APPROVED EQUAL. HANDRAILS At PORCHES, DECKS, BALCONIES, GAZEBOS CANOPIES, TO BE FOR ANY PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A G■ I " ° CONSTRUCTED OF PRESSURE TREATED LUMBER AND STAINLESS STEEL LICENSED REGISTERED ARCHITECT,TO ALTER THIS ITEM IN ANY WAY. � F— D ALLWALLSG ICI t, L� L� C L� W � � I EXISTING WALLS Uz 0 SMOKE DETECTOR - HARDWIRED AS PER CODE WITH BATTERY BACKUP- CAN BE COMBINATION Q N .. SG UNIT WITH CAR8011 MONOXIDE DETECTOR (SEE GENERAL NOTES FOE SPECIFIC INFORMATION.) - , CARBON MONOXIDE DETECTOR - HARDWIRED AS PER CODE WITH BATTERY BACKUP - CAN BE CM COMBINATION UNIT WITH SMOKE DETECTOR (SEE GENERAL NOTES FOE SPECIFIC INFORMATION) Zz � V ( INDICATES CENTER LINE OF WINDOW, COORDINATE MASONRY OPENINGS WHEN APPLICABLE COC o u < w 130 Xx DOOR SIZE- X=FEET X=INCHES UM HOUR RATED t0 BE U L. RATED / � w .1 F.P.S.C. FIRE PROOF SELF CLOSING DOOR MINIM 1 R RA " Q n- z W EXHAUST VENT TO THE OUTSIDE (xxx CFM) 7- O Z(XXX) BATHROOMS -5CFM MIN AND KITCHENS 150CFM %/, 0 29'-10" NEW 2x8 WOOD NEW 4x4 WOOD EXISTING 4x4 I' EW �6'/ NEW 4x4 EXISTING 4x4 / �1h"O.C. POST WITH 2'x2'xl' WOOD POSTS �, / / I � WOOD �POSt CONCRETE WOOD POSTS I// // /// FILLEWITH D SONO TUBE RE SIO ' 0 CONCRETE FOOTING (TYP) t— NS ON UNDISTURBED 16i_Sn 14in I 5' 2n CRAWL SPACE NEW 4x4 / / NEW 4x4 WOOD POST EXIST. EXISTING 4x4 �/ /// , 2) NEW 2x8 WOOD WOOD POST i ® i FROM ABOVE ® OPENING WOOD P05T I / / //,/ JOISTS FROM ABOYE L -1 . EXIST. I / NtIJJ 2fC/o/ NEW 4x4 OPENING i _i 'aI(o°O.C. / E — WOOD POST EXIST. 1 / / // ,I _1 11TH 12"0 CONCRETE z DECK ABOVE / / - FILLED SONO TUBE z _NEW 4x4 Lu D POST WITH 12"0 CONCRETE r� N X I" 3 -4 = FILLED SONG TUBE /// / it ENLARGED PORTION to IL UP i / / / OF DECK TO BI= m EXISTING 2x10 / / LEGALIZED HANDRAIL ,z 'al(o" O.C. I , // , (ABOv1=) TO BE z EX St. AS PER EXISTING COELu 'I (2) NEW 2x8 WOODST IRS EXIST. BRICK COLUMN + JOISTS NE 2x CRAWL SPACE , l 6�EXISTING 4x EXISTING EXISTING WOOD POST4 - (3) 2x10 (3) 2x10 I / / / / NEW 4x4 WOOD POST „11 CONCRETE m -� EXIST, — — — — FILLED SONO TUBE EXISTING �`' CRAWL SPACE _ _ _ T (3) 2x8 — — — — NEW 2x8 WOOD O EXISTING JOIST L N.W.N. PROVIDE ONE (1) _, u LAYER OF V TYPE "X" Q EXIST. EXISTING x18T. z 1=IRE RATED GYPSUM (� O CHIMNEY AC SLAB uz, WALL BOARD ON ALL -A � z _ a NON MASONRY WALLS O ' CRAWL5PACE EXISTS +=z - AND CE IL INCH WITP IN r- CRAWL SPACE z 12'-7" 10 X to `� 4'-0" OP BOILER AND M m .. x z EXIST. w o NOT WATER NEATER � p� Z A w 0 OIL TANK 0 IIx x u P. 1 13 U O m EXIST. EX18T, EXIST. UNEXCAVATED UNEXCAVATED UNEXCAVATED - - - - - - - - - - - � - - - - - - - - - - - III 24'-4" EXISTING CELLAF� FLOOR FLAN- SCALE: 1/41' - P-m" X <1 , --j SANCHEZ FRESIDENCE WARNING: IT 1S A VIOLATION OF THE NEW YORK STATE EDUCATION LAW ARTICLE 147 FOR ANY PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED REGISTERED ARCHITECT,TO ALTER THIS fl"EM IN ANY WAY. DwG 2 - sm urG d:YCWsr' .:aaw..W.•. N O ARCHrorECTURAL LEGEND ALL WALLS � L j Z 1 z � ] EXISTING WALLS _ U O j;- U` W N U UZ zooZ - - -_] TYPICAL INTERIOR PARTITION - 2x4 WALL STUDS W/ a/ell GYP. BD. ON BOTH SIDES (I HR RATED) Q Ix w �---------- __1---- TYPICAL INTERIOR PARTITION t0 BE REMOVED v ------ /// < O m O ZZ .5nw SD SMOKE DETECTOR - HARDWIRED AS PER CODE WITH BATTERY BACKUP- CAN BE COMBINATION 0 (.) Zn N v UNIT WITH CARBON MONOXIDE DETECTOR (SEE GENERAL NOTES FOE SPECIFIC INFORMATION.) L � w > to0 j o Lj � mJ OCM CARBON MONOXIDE DETECTOR - HARDWIRED AS PER CODE WITH BATTERY BACKUP - CAN BE / —j � Z W Q COMBINATION UNIT WITH SMOKE DETECTOR (SEE GENERAL NOTES FOE SPECIFIC INFORMATION.) o n W Z W j Z :i> z-I a INDICATES CENTER LINE OF WINDOW, COORDINATE MASONRY OPENINGS WHEN APPLICABLE Q XX DOOR SIZE- X=FEET X=INCHES j, it / o Lo FIR1� I-ROOF 59V =51NQ POOR MINIMUM N HOUR RATr;P To P9 UL RATIEP m EXHAUST VENT TO THE OUTSIDE (xxx CFM) Z(XXX) BATHROOMS 15CFM MIN AND KITCHENS 150CFM C?� 5 r �; Q Q \; NE%N/•/ 29'-10" 46'-6" -8" 3'-�" I1'-5" 5 _0 - - E T• REVISIONS ANDERSEN DOUBLE HUNG WINDOWS ST PS DN LINE OF SECOND I II /III III\ /III = III\ /III \NEW \NEW NEW O @ 0 w — XIST GUARDRAILS AND FLOOR I 3{Dx46/ III III 3mx4 III I Oxd� I I z 1- z -, kuc�HT I IIsKb a Hr I I YL16H 1--!2 DECK HANDRAILS TO I 1 I x° x MEET CODE NEW 4x4 II / I I / I I / II u,'j w WOOD LL =V- L -v- L L -v- -' POST `3 -4 U EXIST, EXIST. EXIST. WINDOW WINDOW WINDOW EXI5TIN5 BEARING WALL WITH NEW 4x4 WooD U I- xl8" _ NJINDOWS TO BE P05 IUiTH 2'x2'x1' , ENLARGED ©ECK DOORS coNT w LVL s 2.0E �Lf) NEW 4x4 TO BE LEGALIZED REMOVED FOOTING (TYP) ___________ r N U WOOD _ � N ----------------�________ LL----------- --------c= __ ___=170L---- POST z I(3)NEW 1-3/�"x18" �® i O LVL's 2.0E 29'-0" lro'-2" w � Q 'J 61 EXISTING LIVINGS w x q uI TOWN OF SOUTHOLD O ROOM TO BE _' uF N U DEPARTMENT OF BUILDINGS — c� — XE IST• 00 APPLICATION NUMBER 7� ENLARGED �, — DINING: ROOM z N T --(2) EX,1511N6 N OCa O X 0 I 2x10 FLl15H X X z w tX HANDRAILS TO BE N I w x AS PER CODE A 0 PROPOSED _EX 5T. GUARDRA l L.S AND o 0 0 I LOW WALL ItL STAIRS / \ I (3'-�" HIGH) (3) EXISTING H.4r-4r_>R.41L S To p z 2x12 (ABOVE) MEET CODE lu -- -- -- -- - -- - — 61 z NON- COM5U5T15LE 26 `�` HEARTH -cil // i EXISTINGs I DN _� 4x4 WOOD LEXIStIN POSTS TO I 5'-3'� EX T. 5 _0 IL Q L---� i DROPP D r--[EXISTING REMAIN ARCH L ADDITION w 9'-6° o BE LEGALIZE XIST. XE IST• XE IS • WALLS \ 6 -2 C OS m CLOSET•. —CLOSET — `� - TO BE REMOVED EXIST. Q N �� A KITCHEN .. r- 3 3 50 m — INSTALL RIGID METAL DRYER VENT TO EXIST. 6 EXIST. I OUTSIDE AS PER 2010 NEW YORK # Z Q FW- Q 6 FIREPLACE 2 Q® HALLUTAY EXIST. REF• INSTALL STATE BUILDING CODE SECTION m m FOYER I 150 CFM MIN. M.V. -I- J M1502.5 DUCT CONSTRUCTION. EXHAUST � O0 0 V 0 N CONNECT TO EXIST. DUCTS SHALL BE CONSTRUCTED OF APPROVE PORTICO MINIMUM 0.01ro-INCH-THICK (OA MM) T 3 RIGID METAL DUCTS, HAVING SMOOTH INTERIOR SURFACES WITH JOINTS r u I — — -� — — J RUNNING IN THE DIRECTION OF AIR �., Exls T. FLOW. EXHAUST DUCTS SHALL NOT BE BEDROOM 18 30 CONNECTED WITH SHEET-METAL {I— SCREWS OR FASTENING MEANS WHICH xist. 0 0 EXIST. -' EXTEND INTO THE DUCT. -WND XIS OWS o o BOTH = Exlst.WINDOW —I INSTALL le, CFM 24 AT - ROOM M Nt MLV. CONNECT EXIST. m \ i MIN. M.V. CONNECT TO APPROVED PORTICO TO APPROVED �j j l� DUCT 11) 12'-roll DUCT .5'-roLrrj El xs . EX15T. F_X15T. �- ' EXIST. 111INDOW —WINDOW WINDOW WINDOW U 0 Lu 6 -S 24 -4 22 -2 � 7 53'-2 III FIF,,,&T FLOOFR FLAN LH SCALE: 1/411 V-01' LL � Ln & ANCHEZ fRESIDENCE WARNING: IT IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW ARTICLE 147 FOR ANY PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A DWG OF 7 LICENSED REGISTERED ARCHITECT,TO ALTER THIS ITEM IN ANY WAY. COPYRIGHT15@ ARNOLD MONTAG ARCHITECT, M IN&CONSULTING,P.C.ALL RIGHTS-RESM71t N O ARCI 11- ECTURAL LEGEND ALL WALLS Lu W 0 Ir 'L V r EXISTING WALLS /�� = C� WNO Uz zoory s -- - =_-- - TYPICAL INTERIOR PARTITION - 2x4 WALL STUDS WI/ V GYP. BD. ON BOTH SIDES (1 PR RATED) // ~ rn D �_____________ TYPICAL INTERIOR PARTITION TO BE REMOVED / V O ' ►► "L QU m (3) � I- C'6 Wc � 7 S1� SMOKE DETECTOR - HARDWIRED AS PER CODE WITH BATTERY BACKUP- CAN BE COMBINATION O N U U IT WITW e--AMMoN HONoxlcl= M=t6ctolR e&=- G6NI=P.1aL Not69 1-0M SPECIFIC IN�o l4tlorl.� Op LL � '� � � O EXIST. ROOF EXIST. ROOT= 0 m CM CARBON MONOXIDE DETECTOR - HARDWIRED AS PER CODE WITH BATTERY BACKUP - CAN BE ROOT- EX 16T. AL I, i�// O � Z W COMBINATION UNIT WITH SMOKE DETECTOR (SEE GENERAL NOTES FOE SPECIFIC INFORMATION.) � t� IT /� �I 1 / // W O W INDICATES CENTER LINE OF WINDOW, COORDINATE MASONRY OPENINGS WHEN APPLICABLE VENT I l „/ I I�t j y;;,i 02 Q a 2 VENT 4 SOIL 2 VENT 4 SOIL l.� I /// Ix Xx DOOR SIZE- X=FEET Z=INCHES EXISTING _~ /// Q D �� / T \ BATHROOM i �p F.P.-S.C. FIRE PROOF SELF CLOSING DOOR MINIMUM I� HOUR RATED TO BE U.L. RATED EXHAUST VENT 70 THE OUTSIDE (xxx CFM) IV I i�" I ° X I ST. BATHROOMS '15CFM MIN AND KITCHENS 150CFM 2ND I I IXXX) TtT AL UPI. Lam . I 3 EXISTING • EXISTING 1/2 BATHROOM LAUNDRY I EXISTING BATHROOM I' I T 2 -1I - I . CLOSET KITCHEN r I I —o T - - I&T y�211n I � .O, I �" I �2a 11V C.O. � 2 - N NEW a •, 'j� D l}/� LI gg EXIST. .f--'e.l. — — — 3n 3ii I I �' �u P211 n Q Q I y TO EXIST. DRAINAGE TO CIT"' S�'STEM REVISIONS EXIST. SE�UER EXIST. MOUSE TR,4i= EXIST, XHCI &ANIT. ROOF BELOW OUTLINE --I N W .. OF WALL BELOW I ifin 111 ' . .1 11 1 11 ........ .... I - - L U lz:z:�a 11 11 ti 111 11 . IITI1121��nli 111111 111 FFFFFTH fl I ILI I fflT--fl f 11 t I lQQLz 11 THIS DR,4WINr-:z 15 FOR GENERAL DE51GN ONL-I'. NEW N,T,5. 5CAL I I "I'ORK CIT,I LICENSED MASTER 1=LUM3ER TO FOLLOW II I I DOOR TO BE ��' II ALL CODE5 AND COORDINATE WITH ALL UTIL ITT REMOVED AND OPENING' TO BE CLOSED ;; COMP�4N,1' RULES. -4" TOWN OF SOUTHOLD DEPARTMENT OF BUILDINGS APPLICATION NUMBER - N EXIST. EXIST. -XI6T: TA!R5 0IB TO � L�fQC�r1 BEDROOM B W HANDRAILS 4 EXIST. GUARDRAILS TO MEET ROOF BELOW ROOF coa>I= <5EE D3=TAIL AND GENERAL wotr=s.) x\ x\ N EXIST. EXIST. ROOF BELOW CHIMNEY �® } L------- ----------I L--- � 2ND FLOOR � � Q L-------- -- EXIST, a. Ir EXIST. XE IST•_ x HALLWAY I u CLOSET G OS T 26 o000 Q _ 3/d, EXIST -z . 3�d" w �� I I RES 15 -2 INSTALL -15 GFM Jo 2m I I �® OOKIN DRYER �I m m @ W a MIN. M.V. CONNECT I N EauIP. 15T FLOOR Z E„ < TO APPROVED I - XIS m Q W -'F PITCHES— DUCT I BEDROOM O Q U Q inXIST. EXIST. _ o I STORAGE BATHROOM 0 I �� -PITCHED w SHUT OFF 3�dn VALVES — � II I" 3�d Li II II I TO GAS OUTLINE IIII W u�uw o SERVICE LINE z OF WALL BELOW - a a I ��- CELL,4R II II II III I I I II I I I I II II I I EXISTING EXIST. ExIST. � 9 II - - - I L� LJ LJ J�u�LJ-LLI�I--LJ�LJ�J--LJ-LLI LJ LJ GAS NOT NvAG " � � - - -- METERS WATER - �j u HEATER DIAGSAM IATIC ONLr Lu Z GAS 15 E f;R �D /A G , 7 1 \ r"RoFoS SECOND FLOOF,, N.T.5. SCALE TH15 DRAWING 15 1=0R GENERAL DESIGN ONL1'. NEW �- � � 0 sC4LE: 1/4" = V-0" ,I'OfisK C ITT L f LENSED M,45TI=i� i=LUMI TO FOLLOWw/ ,- �C Lul ALL CODES AND COORDIN,4TE WITH ALL UTILIT'I- ILIA — —� � COMf='AN) RULES. SANCHEZ RESIDENCE WARNING: IT IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW ARTICLE 147 FOR ANY PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A DWG 4 OF I LICENSED REGISTERED ARCHITECT,TO ALTER THIS ITEM IN ANY WAY. @ARNOLD MONTAG ARCHITECT,AM/PM DESIGN&CONSULTING,P.C.ALL RIGHTS RE N wcm Uz zm ° i. w �- I- s z Q ZD W N O N � x04 QOU m0) d z °� Hom) U O N u � N g LL 0 j co 0 o m m i OCL � zI Z � = ow j . Q It a FIN. ATTIC - E XISTING ROOF /j o Q Z z - In_ M EXISTING WINDOWS > :':'::': ::: 8'-�0" LJLJLJLJ EXISTING SIDING I NEW FIN. SECOND FLOOR F SKYLIGHT . •;•4;:"'t-�,�;� ;-�,�. f I .... .... .... .., .... ..:. ... ..: ., l lip❑ ❑❑ ❑❑ ...: ,. . . .:.. , ' IJLJ .: EXIS11NCx WINDOWS ❑ V1 JIFT ❑ ❑❑. tE FIN. FIRST FLOOR — REVISIONS !Sl®� iS .14 GRADE Y-Y VARIABLE EXISTING REAR ELEVATION SCALE: 1/4" = V-011 TOWN OF SOUTH77 DEPARTMENT OF BUILI APPLICATION NUMB: oo< FIN. ATTIC FIN. ATTIC } OL— — — — — — — 7 iL < �C EXISTING WINDOWS EXISTING SIDING S m O l_ l I1 11 EX15TING EXI5TIN(5 5E D ROOM \. NEW SKYLIGHT ❑ FIN. SECOND FLOOR FIN. SECOND FLOOR 1-I�ILLW>4�' �- — -, \� - - - - - - - - - - IMF EXISTINGa 2XIO U100D FLOOR JOIST ........... L 1 I I ' ' " VL's TO I I NEWBE X FLUSH WITH EXISTING E ISTING ............. .... FLOOR JOISTS WINDOWS :::: : .. "'..';::: EXISTING SLIDING _ i L R S —11 GLASS DOOR 8 11 0 v EXISTING BEARING � I � z WALL TO BE I C3) NEW 1-3/4"x18" � Lv REMOVED i I L's 2.0 E N I (SEE PLANS) — I Ilk Willi X15TING EXISTING to EXISTING LIVING ROOM i i NEW 4x4 WOOD POST � FIN. FIRST FLOOR FIN. FIRST FLOOR PORTICO FOYER (TO SE ENLARGED) WITH 2x2x1 CONCRETE V/ I 'd L11i FOOTING (TYP) N— _ 0 GRADE )<�l_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ GRADE _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ VARIABLE VARIABLE ' SPACE _ � FIN. CRAWL SPACE - UNDISTURBED SOI ii\ \` NEW 2x2x1EXISTINC RIGHT - 611DE ELEVATION CONCRETE , EXISTIN - �-0 II \\� G CELLAR \��\ uND StURB1=D - 1 >\ SCALE: 1/4II SOIL C CROSS SECTION A A \�%< 6GALE: I/4" _ V-011 / WARNING: IT IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW ARTICLE 1417 FOR ANY PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED REGISTERED ARCHITECT,TO ALTER THIS ITEM IN ANYWAY. I 1ARNOLDT I T, ICONSULTING, I 6 RESERVED w W I N W NOTE NOTES: Table 3.9A Rafter/Ceiling Joist Heel Connection ~ If house is in a wind-borne debris region, all new windows Table R301 .5 % U s U� I I I I) and glass doors shall meet the requirements of the large ReaUirements for 20 psf Roof flue Load MiNIMUM UNIFORMLY D15TRIBUTF-D LIVID LOADS W U l PLACEMENT OF FILL, INSTALLATION OF WALLS, DUMPING OF (PER WFCM 2001 missile test of ASTM 1996 and or ASTM E 1886. MATERIALS, EXCAVATING, MINING, OR OTHER SIMILAR Roof Span (ft.) (in pounds per sc(uare foot) //j = IL 9R DISTURBANCE OF LAND REQUIRES A SITE PLAN. COMMENCEMENT / (� The Contractor shall provide pre-cut 1/2" plywood panels to OF ANY ACTION OF THE ABOVE WITHOUT APPROVAL IS USE LIVE LOAD NUMBER OF cover the glazed openings & shall pre drill edges to accept PROHIBITED AND SUBJECT TO LEGAL ACTION. 12 24 36 JOINT DESCRIPTION NAIL SPACING 2-Y2 #8 wood screws C� 16' for panel span less than or %�'''. � ~ U COMMON NAILS equal to 6% ® 12"o.c. for panel span 6'-* to. SITE PLAN TO BE PREPARED BY OTHERS AND SHALL INCLUDE Exterior Balconies 60 F THE FOLLOWING INFORMATION: Rafter Rafter # of 16d Common Q � G R O O E E R A M I N G Slope Spacing nails per Heel Joint Decks 40 00 GONE NAL_%T0SIS 1. ROOF DRAINAGE SHALL BE INSTALLED FOR 2" RAINFALL (in.) Splice � CAPACITY ''!/i �i.. < U 3 � RAFTER TO TOP PLATE (TOE-NAILED) - 6d PER RAFTER 2. ROOF DRAINAGE TALL bE CONNECTED WITH 4" PVC SDR 35 Passenger Vehicle Garages 50 F-- OCCUPANCY: 3. DRAINAGE SHALL BE INSTALLED A MINIMUM OF 2'-0" ABOVE 12 4 7 10 Z Residential-Sin le Family Detached GROUNDWATER 3: 12 16 5 9 13 Attics without Storage 10 0 (� U CEILING JOIST TO TOP PLATE (TOE-NAILED) 3 - 8d PER JOIST 9 y REFERENCE STANDARDS: 24 7 13 19 CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) (HEEL JOINT) Residential Code of New York State (2007 EDITION) KEY TO RESIDENTIAL CODE OF NEW YORK STATE N O Attics with Storage 20 w 13 - 16d Wood Frame Construction Manual AF & PA (2001 EDITION) %/ i� �1 •- RAFTER SLOPE: 3:12 ALL GLAZING IS TO COMPLY WITH SECT. 308 12 3 5 8 �/ d i a Climate Zone: 11B �.- J 4�:12 10 - 16d %� � EACH LAP Degree Days: 5750 4: 12 16 4 7 10 Rooms other than sleeping rooms 40 � Z UJ 5:12 8 - 16d R308.4 HAZARDOUS LOCATIONS. THE FOLOWING SHALL BE - 6 - 16d CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE 24 5 10 15 0 9:12 AND GREATER 4 - 16d Decks/Balconies:on es: 60 psf p g W Q IL PURPOSED OF GLAZING: Sleeping rooms 30 Z � �%/ Attics: 20 psf 12 3 4 6 Rooms other than Sleeping Rooms: 40 psf R 308.4 (5) GLAZING IN DOORS AND ENCLOSURES FOR HOT ! Q CEILING JOIST LAPS OVER PARTITION (FACE-NAILED) P g P TUBS, WHIRLPOOLS, SAUNAS, 2Tr..,M ROOMS, BATHTUBS, AND 5: 12 16 3 6 8 Stairs 40 Steeping Rooms: 30 psf RAFTER SLOPE: 3:12 13 - 16d Stairs: 40 psf SHOWERS. GLAZING IN ANY FART OF A BUILDING WALL 24 4 8 12 4:12 10 - 16d ENCLOSING THESE COMPARTivENTS WHERE THE BOTTOM EDGE OF Handrails: 200# THE GLAZING IS LESS THAN 50" MEASURED VERTICALLY ABOVE Guardrails and handrails 200 5:12 8- 16d EACH LAP Roof: 20 psf; ground snow load 20psf 12 3 3 5 7:12 6 - 16d Basic Wind Speed: 110 mph ANY STANDING OR WALKING SURFACE. 9:12 AND GREATER 4 - 16d Uplift: 22 psf 7: 12 16 3 4 6 Dead Loads: 10 psf SECTION 309 GARAGES AND CARPORTS 24 3 6 9 COLLAR TIE TO RAFTER (FACE-NAILED) DEFLECTION LIMITS: R309.1 OPENING PROTECTION RAFTER SLOPE: 3:12 5 - 10d Rafters with no finished ceiling attached: L / 180 OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM 9: 12 16 3 3 6 Table 3.4A Rafter/ceiling Joist to Top Plate Lateral and Shear 4:12 4 - 10d Floors: L / 360 USED FOR SLEEPING PURPOSED SHALL NOT BE PERMITTED. Connection Recjuirement5 (i I Omph) 5:12 3 - 10d PER TIE OTHER OPENINGS BETWEEN 71::--C; I't RAGE AND RESIDENCE SHALL 24 3 5 7 (Pre5cri ive Alternative to Table 3.4) _ 6:12 AND GREATER 3 - 10d BE EQUIPPED WITH A 45 MIkUTE fli f: RATED DOOR ASSEMBLY WITH A SELF CLOSING DEVICE. r �fF?i=D 12 3 3 3 Rafter Wall Height Number of 8d Common nails 6", BLOCKING TO RAFTER (TOE-NAILED) ( ) 2 - 8d EACH END R309.1.1 DUCT PENETRATION 12: 12 16 3 3 4 DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR Ceiling Joist (ft.) (Toenailed) Required in each Nf�CY NOTES 24 3 4 5 CEILINGS SEPARATING THE D'NELLING FORM THE GARAGE SHALL Spacinq Rafter and/or Ceiling Joist RIM BOARD TO RAFTER (END-NAILED) 2 - 16d EACH END BE CONSTRUCTED OF A MINIMUM N0.26 GAGE (0.48 MM) SHEET 1. Calculations are valid up to 5999 degree days. ) t0 Top Plate Connection (in. ' STEEL AND SHALL HAVE NO OPENINGS INTO THE GARAGE.2. Certified conformance for Zone 116. 3. Wood framed floors, walls and ceilings shall have an approved 5/8' ;1 / W A L L R A M I N G R 309.2 SEPARATION REQUIRED Table 3.28 SIII or Bottom Plate to Foundation; Ql Anchor Bolt •? A vapor barrier (permeance rating of 1.0 perm) installed on the 1 2 8-1 0 2 < 4�1 Q` THE GARAGE SHALL BE SEPARATEII FROM THE RESIDENCE AND Table 3.2C Connections Resisting Lateral Uplift#shear Loads(I I Omph) 1 "warm in winter" side of thermal insulation. .., ,•. TOP PLATE TO TOP PLATE (FACE-NAILED) 2 -16d PER FOOT 4. Windows and sliding doors shall have a max. air infiltration ITS ATTIC AREA BY HORIZONTAL OR VERTICAL SEPARATIONS (Prescriptive Alternative to Table 3.2) n1 F rating of 0.3 CFM per square foot of window area. Swinging CONFORMING TO SECTIONS R 309.2.1 AND R 309.2.2 16 8 3 `'�'M TOP PLATES AT INTERSECTIONS FAQE-NAILS® 4 - 16d JQINT6 -EACH SIDE doors shall have a max. air infiltration rate of 0.5 CFM per 10 3 ( ) R 309,2,1 VERTICAL SEPARATIONS Equafa fast 6f char afaa. WHERE PARTITIONS ARE USE6 TO SEPARATE VERTICALLY AN Foundation Maximum Anchor 5. Skylight shafts shall have a minimum insulation value of R-19. ATTACHED GARAGE FROM A DWELUNG OR ITS ATTIC, THE Supporting Zone Bolt Spacing in. 24 8 4 STUD TO STUD (FACE-NAILED) 2 -16d 24 O.C. 6. Garages - front, sides, doors, interior shall have max. U=.40 PARTITION ASSEMBLE SHALL HAVE A 3/4 HOUR FIRE RESISTANCE pp g p g ( ) 7. All fireplaces hall be provided with a damper for outside combustion RATING 10 4 . HEADER TO HEADER (FACE-NAILED) 16d 16" OC ALONG EDGES air 150-200 CFM. All flues shall have tight seated damper with 8 a max. air leakage of 20 CFM. All fireplaces shall have tight- EXCEPTION fitting non-combustible doors. 1-3 Story End Zones 39 TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2 - 16d PER STUD 11 8. The Contractor shall submit the design, size and type of mechanical FIRE-RESISTANCE LIEU OF PROVIDING PAR0I4E THAT HAVE A 3/a HOUR FIRE-RESISTANCE RATING, OIJE LAYER OF %" THICK, TYPE "X" Table 3.48 Uplift Stra Connection Re uirements (I I Om ph) systems which will be used, in sufficient detail, as required by p p � p BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, ENDJOIST OR BLOCKING 2 - 16d ' PER FOOT 9Department. GYPSUM BOARD MAY BE INSTALLED ON THE GARAGE SIDE OF 1 2 the Building AND ONE LAYER OF (Roof-to-Wall, Wall-to-Wall, and Wall-to-Foundation) 9, All thermostas shall be adjustible from 55 degrees to 85 degrees Y2" THIC< TYR "X", GYPSUM BOARD MAY BE (FACE-NAILED) INSTALLED ON THE OPPOSITE SIDE.aPPLICATION SHALL BE IN (Prescriptive Alternative to Table 3.4) Farenheit. ACCORDANCE WITH SECTION R 7023 1-3 Stories Interior 10. All ducts and pipes shall be insulated as required by code. „ E L O O R E R A M I N G 11. HVAC Contractor Shall verify heat loss calculations. zone 45 Framing Roof Span(ft.) # of 8d nails in each end / 12. All cellar and/or basement doors shall be insulated. R 3E H HORIZONTAL SEPARATION WHERE HORIZONTAL CONSTRUCTION IS-USED TO SEPARATE THE I Spacing of 1 1/4" 20 gage strap 13. The Engineer certifies that to the best of his knowledge, belief, and GARAGE FROM THE RESIDENCE OR ITS ATTIC, SUCH in, JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4 -8d PER JOIST professional judgement that the plans are in compliance with CONSTRUCTION SHALL BE PROTECTED WITH ONE LAYER OF %"the Energy Conservation Construction Code of New York State. THICK, TYP( "X" GYPSUM BOARD, 12 2ARD, INSTALLED IN ACCQRRANGE BRIDGING TO JOIST (TOE-NAILED) 2 -• 8d EACH END (August' 2007) WITH THE REQUIREMENTS OF SECTION 805.1. OPENINGS IN 16 2 HORIZONTAL SEPARATIONS SHALL NO'. BE PERMITTED EXCEPT Table 3.6A Rid a Tension Strap Connection uirements (I I Om h 20 2 BLOCKING TO JOIST (TOE-NAILED) 2 - 8d EACH END WHERE THE RESIDENCE IS OTHERWISE ;•ROTECTED BY VERTICAL 9 p � p ) 12 24 2 SEPARATIONS. WHERE THE HORIZONTAL SEPARATION IS A 28 2 FLOOR-CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE Roof Pitch Roof Span(ft.) # of 8d nails in each end BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3 - 16d EACH BLOCK 51=STY �L_�.ss 1��G2U 11��M�NTS SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN " 32 3 M` SAFETY GLASS REQUIRED AT THE FOLLOWING LOCATIONS: THICK TYPE "X' GYPSUM BOARD OR EQUIVALENT. of 1 1/4 20 gage strap 36 3 LEDGER STRIP TO BEAM (FACE-NAILED) 3 - 16d EACH JOIST SECTION R 311.5.1 STAIRWAY'" 3: 12 12 2 JOIST ON LEDGER TO BEAM (TOE-NAILED) 3 12 2 1• Any glazing in any door type S 16 2 2. Glazing in any walls enclosing a shower, tub, sauna or steam room.* 16 2 - 8d PER JOIST 3. Any windows within 24" of a door.* R 311.5.1 WIDTH 4. Any individual pane of glass with an area greater than 9.0 sq. ft. STAIRWAYS SHALL NOT BE LESS THAN 36 INCHES IN CLEAR 20 3 20 2 BAND JOIST TO JOIST (END-NAILED) 3 - 16d PER JOIST where the bottom is less than 18" above the adjacent finish floor WIDTH AT ALL POINTS ABOVE THE PERMITI-C HANDRAIL HEIGHT 24 3 within 36" of the window. AND BELOW THE REQUIRED HEADROOM HEIG',T, HANDRAILS 16 24 3 BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2 - 16d PER FOOT 5. Glazing in walls of spas, hot tubs or indoor pools within 5'-0" SHALL NOT PROJECT MOkE THAN 4.5 INCHES ON EITHER SIDE OF 28 4 28 3 of the water.* THE STAIRWAY AT AND BELO'vJ THE iIAiVDRAIL HEIGHT, INCLUDING 32 4 � �ft W 6• Glazing in stairways and landings within 3'-0" horizontally of a TREADS AND LANDINGS, SHALL NOT -JE LESS THAN 31.5 INCHES 36 5 32 3 36 4 T R O O E H E A T H I N G walking surface.* WHERE A HANDRAIL IS INSTALLED ON ONE SIDE AND 27 INCHES THERE HANDRAILS ARE PROVIDED ON BOTH ODES. STAIRWAY * THE REQUIREMENT DOES NOT APPLY IF THE BOTTOM EDGE OF ILLUMINATION SHALL BE PROVIDED V ACCORDANCE WITH SECT. ' STRUCTURAL PANELS: PANEL INTERMEDIATE THE GLA55 15 rnORE THAN 60" ABOVE THE FLOOR. 303.E 4: 12 12 2 12 2 EDGES SUPPORTS 16 2 16 2 ExcEPrloN 20 2 P e INTERIOR ZONE 5 8d 6" 12" THE WIDTH OF SPIRAL STAIRWAYS SHALL BE IN ACCORDANCE 24 3 20 3 WITH SECTION R 311.5.8 19.2 24 3 PERIMETER EDGE ZONE 5 8d 6" 6" SECTION R 311.5.6 HANDRAILS 38 4 32 4 GABLE ENDWALL RAKE WITH LOOKOUT BLOCK 8d 4" 4" 1• Asphalt roof shingles shall have self-sealing strips or shall be R 311.5.6 HANDRAILS 36 4 36 4 interlocking and shall comply with the requirements of ASTM D-225 HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH or D-346, installed in accordance with sect.R905.2 STAIRWAY WITH FOUR OR MORE RISERS. HANDRAIL HEIGHT, C: E I L I N G S H E A T H I N G 2. All fasteners for asphalt roof shingles shall be galvanized steel, MEASURED ABOVE NOSINGS, SHALL NOT BE LESS THAN 34 5: 12 12 1 12 3 stainless steel, aluminum, or copper roofing nails. Fasteners shall be minimum INCHES AND NOT MORE THAN 38 INCHES. ALL REQUIRED 16 2 16 3 12 gage shanked with a minimum 3/8" dia. head, and of sufficient length HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH OF THE 20 2 GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD to penetrate through the roofing materials 3/4" and into the sheathing. STAIRS FROM A POINT DIRECTLY ABOVE THE TOP RISER OF A 24 2 20 3 FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER OF THE 24 24 4 ~ 3. Asphalt roof shingles shall have the mimimum number of fasteners as required by the manufacturer. FLIGHT. ENDS SHALL BE RETURNED OR SHALL TERMINATE IN 28 3 II (1 W A L L S H E A T H I N G NEWEL POSTS OR SAFETY TERMINALS. HANDRAILS ADJACENT TO 4. For normal applications, asphalt roof shingles shall be secured to the roof 32 3 28 4 with no less than four (4) fasteners per strip shingle or two (2) fasteners A WALL SHALL HAVE A SPACE OF NOT LESS THAN 1Y2 INCHES 32 5 J1�4 D STRUCTURAL PANELS/HARDBOARD PANEL INTERMEDIATE per individual shingle. BETWEEN THE WALL AND THE HANDRAIL. 36 3 36 1 5 0 1 EDGES SUPPORTS 5. Asphalt strip shingles shall have a minimum of six (6) fasteners per shingle .. •• R 311.5.6.3 HANDRAIL GRIP 'SIZE .. 6: 12 12 1 �-- i}+ INTERIOR ZONE 8d 6" 12" speed is 120 mph or greater. ALL REQUIRED HANDRAILS SHALL BE OF ONE OF THE FOLLOWING 16 2 � M W TYPES OR PROVIDE EQUIVALENT GRASPABILITY, 4' EDGE ZONE 6 8d 6" 12" . � N R�conform to the requirements GONSTRUGTIONquirements of the Residential Code of New York State; HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN 2TYPE 1 0 2 1-. 1 All work shall OUTSIDE DIAMETER OF AT LEAST 1Y4 INCHES AND NOT GREATER \ II ' Q U 13FIBERBOARD PANELS: THAN 2 INCHES. IF THE HANDRAILS IS NOT CIRCULAR IT SHALL 28 2 ��II4111�� „ all work shall also conform to the requirements of any other Codes and authorities HAVE A PERIMETER DIMENSION OF AT LEAST 4 INCHES AND NOT Fa5tenln 7/16 6d 3 3 EDGE / 6 FIELD having jurisdiction. The Contractor shall obtain and arrange for all required permits, 32 3 9 25/32" 8d 3 3" EDGE / 6" FIELD inspection, certificates and tests. GREATER THAN 6Y4 INCHES WITH A MAXIMUM CROSS SECTION Table R301 .2. i .2 Wind-Borne Debris Protection DIMENSION OF 2Y4 INCHES. 36 3 Schedule for Wood 5tructural Panels Z flj 0 2. All foundations shall rest on undisturbed soil of 1 T.S.F. bearing capacity, contractor TYPE II GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD HANDRAILS WITH A PERIMETER GREATER THAN 6Y4 INCHES SHALL 7: 12-12: 12 12 1 Fastener S acin shall have the level of acceptable bearing strata verified in the field. PROVIDE A GRASPABLE FINGER RECESS AREA ON BOTH SIDES OF 4 foot 6 foot I) Concrete has been designed in accordance with ACI 318-02 "Building Code Require- THE PROFILE. THE FINGER RECESS SHALL BEGIN WITH A 16 2 1- 61 PARTICLE BOARD PANELS 8d SEE MANUFACTURER 3 9 g q DISTANCE OF ;Y4 INCH MESURED VERTICALLY FROM THE TALLEST 20 2 Fastener Panel Span < Panel Span < Panel Span �Jl rmentsecommendations for Structural Concrete". All concrete work shall conform to requirements and PORTION OF THE PROFILE AND ACHIEVE A DEPTH OF AT LEAST 24 2 Type < 4 Foot < 6 Foot < 8 Foot {� recommendations of ACI-301-99 "Specifications for Structural Concrete for Buildings" N6 INCH WITHIN '/8 INCH BELOW THE WIDEST PORTION OF THE F• L O O R H E A T H I N G (fc" = 3000 psi): All exposed slabs,garage slabs, and steps shall be 3500 psi air-entrained. PROFILE. THIS REQUIRED DEPTH SHALL CONTINUE FOR AT LEAST 28 2 Reinforcing steel shall conform to ASTM A-615 Grade 60. 3/8 INCH TO A LEVEL THAT IS NOT LESS THAN 13/4 INCHES BELOW 32 3 2-1/2' #8 16" 16" 12" II II II -41--� STRUCTURAL PANELS: 4. All framing members shall be Hem-Fir #1 (Fb = 975psi); provide (2) 2x8 header THE TALLEST PORTION OF THE PROFILE. THE MINIMUM WIDTH OF 36 3 Wood Screws � 1" OR LESS 8d 6" EDGE / 12" FIELD over all wall openings, unless otherwise noted. THE HANDRAIL ABOVE THE RECESS SHALL BE 1Y4 INCHES TO A GREATER THAN 1" 10d 6" EDGE 6" FIELD MAZIMUM OF 23/4 INCHES. EDGES SHALL HAVE A MINIMUM / 5• Micro-lam girders (ML) shall be laminated veneer lumber with E=1,900,000 PSI. RADIUS OF 0.01 INCH. Pb - 2,600 Psi, as manufactured by TRUS-JOIST McMILLAN. NA I L I N�'-7. NO SECTION 312 GUARDS TES 6. Double frame around all openings, under parallel walls and under bathtubs. Provide PROVIDE 6 MIL VAPOR BARRIER UNDER 2" CONCRETE SLAB. NOTE: Simpson hanger connections at all flush structural load bearing conditions. R312.1 GUARDS REQUIRED ALL STRAPPING SHALL BE V4 X 20 GASE(SIMPSON 1. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" ON CENTER AT THE PANEL EDGE. IF WALL PORCHES, BALCONIES, OR RAISED FLOOR SURFACES LOCATED THE MECHANICAL SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH SHEATHING IS NAILED 3" ON CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS 7. All concrete block shall conform to ASTM C90; Mortar shall be type "M" MORE THAN 30 INCHES ABOVE THE FLOOR OR GRADE SHALL CHAPTERS 12-24 OF THE RESIDENTIAL CODE OF NEW YORK STATE. CS20 OR EQUAL) AND SHALL HAVE A MINIMUM HAVE GUARDS NOT LESS THAN 36 INCHES IN HEIGHT. OPEN -11 FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, SHALL BE USED 8• All steel work shall conform to the requirements of the AISC HAVE for SIDES OF STAIRS WITH A TOTAL RISE OF MORE THAN 30 INCHES ELECTRICAL EQUIPMENT & WIRING SHALL BE INSTALLED IN BEARING OF 12 ALONG RAFTER/STUD/JOIST I TO MAINTAIN THE LOAD PATH. ABOVE THE FLOOR OR GRADES BELOW SHALL HAVE GUARDS NOT ACCORDANCE WITH CHAPTERS 33-42 OF THE RESIDENTIAL CODE OF FACE (TYPICAL FOR ALL CONDITIONS) LH Design, Fabrication and Erection of Structural Steel for Buildings". Steel shall conform 2. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE to ASTM A-572(GRADE 50) and A-501 LESS THAN 34 INCHES IN HEIGHT MEASURED VERTICALLY FROM NEW YORK STATE. �- PERMITTED TO BE REDUCED TO 1 - 16d PER FOOT, THE NOSING OF THE TREADS. THE PLUMBING SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH 3. CORROSION RESISTANT 11 GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED; CHECK IBC FOR ADDITIONAL 9• All electrical work shall conform to local NEC and Underwriters Laboratory requirements. 1i R 312.2 GUARD OPENING LIMITATIONS CHAPTERS 25-32 OF THE RESIDENTIAL CODE OF NEW YORK. REQUIREMENTS. 10. Pre-fabricated fireplaces and flues shall be UL approved. REQUIRED GUARDS ON OPEN SIDES OF STAIRWAYS, RAISED FLOOR UJ 4. ALL QUANTITIES ARE BASED ON 16" OC SPACING FOR RAFTERS JOISTS AND STUDS. 11. Install smoke detectors and carbon monoxide detectors in accordance with all AREAS, BALCONIES AND PORCHES SHALL HAVE INTERMEDIATE EXTERIOR WINDOWS AND GLASS DOORS SHALL BE INSTALL IN (j state and local code requirements. ACCORDANCE WITH SECT.R613.5. ! 5. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET ON EACH SIDE OF THE q RAILS OR ORNAMENTAL CLOSURES THAT Do NOT ALLOW PASSAGE ROOF PEAK, THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. The Contractor shall verify all existing conditions before starting construction and OF A SPHERE 4 INCHES OR MORE IN DIAMETER. IN ALL FRAMED WALLS, FLOORS, AND ROOF/CEILINGS COMPRISING 6. FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS, THE FOOT EDGE ZONES ATTACHMENT REQUIREMENTS SHALL BE 12. shall notify the engineer of any ambiguities or discrepancies before proceeding with the EXCEPTION ELEMENTS OF THE BUILDING THERMAL ENVELOPE, A MOISTURE VAPOR USED. work. If any questions arise before or during construction as to the intent or details of THE TRIANGULAR OPENINGS (FORMED BY THE RISER, TREAD AND RETARDER SHALL BE INSTALLED ON THE WARM-IN WINTER SIDE OF the drawings, the contractor shall call the engineer, Thomas D. Reilly, at (631) BOTTOM RAIL OF A GUARD AT THE OPEN SIDE of THE STAIRWAY THE INSULATION IN ACCORDANCE WITH SECT. R318. /�* I/i 724-7888 for clarification and/or instructions. If the contractor fails to follow the ARE PERMITTED TO BE OF SUCH S17_E THAT A SPHERE 6 INCHES WALL AND CEILING FINISHES SHALL HAVE A FLAME-SPREAD S�4NCI� Z above procedure, he shall assume all responsibility for the consequences of his actions IN DIAMETER CANNOT PASS THROUGH. CLASSIFICATION OF NOT GREATER THAN 200 WITH A and/or decisions. SMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450 IN RE e I D ENCE 13. The owner shall arrange for supervision of the construction work to insure ACCORDANCE WITH SECT. R315. compliance with the contract documents. SECTION R 807 ATTIC ACCESS INSULATION SHALL HAVE A FLAME-SPREAD INDEX OF NOT GREATER G L 1 T 1 G THAN 25 WITH A SMOKE-DEVELOPED INDEX OF NOT GREATER THAN 14 When using ACID pressure treated lumber all nails,screws,sill plates and R 807.1 ATTIC ACCESS 450 IN ACCORDANCE WITH SECTION R316. wind straps must be hot dipped galvanized or stainless steel fasteners IN BUILDINGS WITH COMBUSTIBLE CEILING OR ROOF GROUND WIND SEISMIC SUBJECT TO DAMAGE BY WINTER ICE SHEILD AIR CONSTRUCTION, AN ATTIC ACCESS OPENING SHALL BE PROVIDED INTERIOR WALL COVERINGS SHALL BE IN ACCORDANCE WITH SECTION SNOW (SPEED IN DESIGN DESIGN UNDERLAY- FLOOD FREEZING Ec5R3=99 WINnOV4 (AL-L SLEEf=IlI ROOMS) TO ATTIC AREAS THAT EXCEED 30 SQUARE FEET AND HAVE A R702 AND EXTERIOR WALL COVERINGS SHALL BE IN ACCORDANCE WITH WEATHER- FROST LINE 'ERMITE DECAY MENT HAZARDS INDEX VERTICAL HEIGHT OF 30 INCHES OR GREATER. SECT. R703 LOAD MPH) CATEGORY ING DEPTH TEMP. REQUIRED FLOOR ROOM NAME REQ'D CLEAR OPENING PROVIDED (S.F,) THE ROUGH FRAMED OPENING SHALL NOT BE LESS THAN 22 INCHES BY 30 INCHES AND SHALL BE LOCATED IN A HALLWAY MOD. TO SLIGHT TO FIRST 5•0 OR OTHER READILY ACCESSIBLE LOCATION. A 30 INCH MINIMUM 20 PSF 110 "C" SEVERE S-O" HEAVY MODERATE 11' YES N/A 618 SECOND 5.7 UNOBSTRUCTED HEADROOM IIN THE ATTIC SPACE SHALL BE SECOND 5.7 PROVIDED AT SOME POINT ABOVE THE ACCESS OPENING. SEE SECTION M1305.1.3 FOR ACCESS REQUIREMENTS WHERE MECHANICAL EQUIPMENT IS (LOCATED IN ATTICS. ISLIP SEISMIC - C' WARNING' SMITHTOWN SEISMIC - "B" IT IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW ARTICLE 1147 FOR ANY PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A DWG Cr I LICENSED REGISTERED ARCHITECT,TO ALTER THiS ifl'EM IN ANYWAY. 'o3iY'ii ;.. .,.✓Wt+ed ' .�..mw... Wr^.,aJry7., 'ariw-.,7= .= ....�..'.. 17.a.,Mxx.: RIDGE VENT �; TRIPLE STUD iQ O// SIMPSON G520 CONTINUOUS ® EACH RAFTER RIDGE VENT j SIMPSON CS20 (5) 8d NAILS EACH RIDGE (SEE PLAN FOR SIZE) W U ® I6 o.c. (5) 8d SIDE OF RIDGE F�—Oo j * 01 NAILS EACH SIDE \ (18) 16d — OF RIDGE NAILS j/ _ 0 5 Xlo XY2 UZ BASE PLATE (2) 16d COMMON R E BEA RAFTERS (SEE NAILS @ 6" o.c. // Z EE PLAN FOR ZE) f-I AN FP1z SIZE) FORS FULL HEIGHT Q O OF EAr L-50 AGH 5 E O OF EACH TE j rIJIVIJJ� ROOF RAFTER 5 41 (4) �/" 12" d a d ° 1--- (SEE PLAN FOR SIZE) ¢ /CN p� LON ° a ° . Z Z h W BOLTS , ° ° 06 ° d 26" X26" XIO • •• � v5 � O w FOOTI N6 (TYP.) •• � Q � •• • / J • FOOTING DETAIL :; •, %/� z CW135 RIDGE DETAIL CATHEDRAL CEILING 3046DH DETAIL 3 Q a W = 22 9/16" 2846DH RIfD�E TENSIOI�I �TR.4P CONNECTION 1�ETr41L SIMPSON "HT 16' H = 36 3/8" W = �3 7/8" W = 29 7/81' DETAIL 1 DETAIL 2 ; 5,7 sq. Ft. H = 24 1 /8" H = 24 1 /8 SILL = 38" 5.7 s Fft 5.03 sq. Fft q OVERFRAMI / 3/8" 0 LA6 SILL = 2 6„ SILL = 2 6 ROOF RAFTERS BOLT ® EACH AILS ROOF RAFTER ANDERSEN EGRESS WINDOW SPECIFICATIONS _ SIMPSONG520 STR P ® O.G. s \ / _O DOUBLE M ARro OUND PLATE /a TH -BOLT 5ON TRIPLE STUD H2 HURRICANE �� Oq;, CLIP ® 16° Tly ``,e 3 x3 xl/4 f 2x - 4" WIDER INAMM. d NUT f; K �. '9 THAN RR I a-Ibd / / ' n • ell x 3 x I/4 IM SON HTT16' r PJ�W 12 MIN NAILS SIMPSON HTTI6 — SIMPSON / (4) IOd NAILS 5/a" 0 THREADED • L50 AN6L / MAIN ROOF , ROD 5/b" 0 THREADED ® EACH ROOF ROOF RAFTERS s „ ,OANaHOR BOLT �'' y�C� ZA RAFTER / / / r /MI. r EMBEDMENT) SECOND FLOOR SHEARWALL HOLDDOWN GSA , ST AP RAFTER TOP PLATE CONNECTION DETAIL FALSE VALLEY CONNECTION DETAIL DETAIL 9 ® I b" OG (2) 1%"x II VV, ML • SIMPSON DETAIL 6 DET\IL 7 FOUNDATION WALL/FLOOR FRAMING DETAIL (I) SIMP'SON 1-42 ® • TRIPLE STUD DETAIL 8 TRIPLE STUD (2) 16d COMMON NAILS ® 6" o.c. G?,NTI L-E\/ER DETAIL FOR FULL HEIGHT OF STUD DETAIL 4 DETAIL 5 SIMP N C 0 I SIMP N CS20 - SI PSON CON N CTOR OR NAILS TRIPLE STUD DBL. TOP PLATE CON CTOR OR M(2) R OF TC28 (2) @ R OF ® 3/4' 0 2X4 C PLE S S ® 16 OC SIMPSON H77I6 ('i) ad - HOLD DOWN 5/81" m ,,—SIMPSON �� O THREADED LSTA21 ROD SIMPSON HTTI6 CONNECTOR . . SIMPSON G520 ' ! STRAP ® 16" O.G. 4'-0" 4'-0" TO �12'-0" MAX. TRIPLE FLOOR JOIST • SIMPSON HTTI6 ('i) ad NAILS — c d d ° la-Ibd d d • TRIPLE STUD d d ° NAIL —_ ° ® 5/g" 0 BOLT X 24" LONG d ° d d 2"xC" W OD Gf� 2"x4" TOP RAILT—NCON"��CTORSo CIAL U�I SIMPSON ° d ° a � > (� x4 woo r4LTERN�TE G NTILE�ER HOLI�OWN DET?�IL QUIRED (CONNECTOR LOAD PATH FLOOR FRAMING DETAIL ° n THIEA h'ISTC28 d d d ° ° d n/ LJ-1 057 ® .4 J IL VNRAPPED ° II �_. _ z '2"x2" BALUSTERS DETAIL 5 A = _ = AROUND DETAIL 15 ° d a d o E3U I OM PLATE ° ° C�7 O.G. SIMPSON •. m LSTA21 d a II 2"x4" BOTT. RAIL CONNECTOR TIE C;:>C* N ='1=-7 1 L.�.�' —mil �.�ll M M •• W / GLE�R WRAPPED W 5 AROUND 4"x4" POST I RST PL001: m 9 V 5IM1215ON H-3 GED?�R DECKINO BOTTOM PLATE Sf-+E�4RW LL i-+OLi�nOV�1N ® Q V Q to y2" 0 THR : CLIP ® SIDE DETAIL 16 BOLTS . n �� IN 2" (ACTUAL TRIPLE Ld 51 MPSON AB44 DIMENSION) HANDRAIL STU D EGIG 2" 2" BALUSTERS DJ ® POST I/2" ANCHOR BOLT NAILS 0 COMMON" o.c. \ X MAX. MIN.'I" EMBEDMENT FOR FULL HEIGHT OF STUD II II II I MPSON �-A`® I6 18— 16 CI �---II--I� P.T. 51MP50N ,arBC6 4x4 POST CONNECTION DETAILS '° ® 16, s P05T5 ® � P05T BASE DETAIL_ 11 O.G. I/2" ANCHOR BOLT s EMBEDMENT xs xv4 ASHER NUT SIMPSON H TT 16 v SIMPSON /� • 4. H-5 HURRICANE / 4x4 POST H O L D D O W N _ . ° CLIP ® 16 I/� d W/ DIAGONAL C� MBRACE Y2" ,CLAD a . I 2"xl0" TREAD J/ SIMPSON o ® 16" SIMPSON 'Y bANCHOR BOLT - . LI U2I0 U210 :32" O.G. T, MIN. 0 7- �,G4 H&R. ® 16" HC7R. ® 16" • °. �MBEDMENT �I t17 A. SIGr= , a s � 2"xl0" STRINGER a SIMPSON P544 ° d d 5/8" 0 BOLT X PORCHZaECKHOUSE POST BASE ° 18" LONG STAIR RA L NG DETAIL ° PORCHZRAFTERZGIRDER CONNECTION DETAIL CONNECTION DETAIL DETAIL 14 ° . ° 5,4NCHEZ DETAIL13 PORCHZDECKZJOIST CONNECTION DETAIL DETAIL 12 ° ° ° � SfDNC ° ° a DETAIL 10 i 7 ° < O � c d 0 t I f2--2 I RST FLOOR SHE?�RV�I?�LL HOLDL�OWN DETAIL 17 WARNINCo i IT IS A VIOLATION OV IMM NEW PORK S'TA7"E ED[JG` n4oN LAW A wnc3-o-f Ay FOR ANY PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED REGISTERED ARCHITECT,TO ALTER THIS fl'Em IN ANY WAY. DWG CC: . N YW� +1iNr..tis6'� w:.riJ:Jce6t.,