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Home My WebLink About44169-Z Town of Southold 10/16/2019 O G P.O.Box 1179 o - �' n 53095 Main Rd ©4,' �a�� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40775 Date: 10/16/2019 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 15919 Route 25, East Marion SCTM#: 473889 Sec/Block/Lot: 23.4-8.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/16/2019 pursuant to which Building Permit No. 44169 dated 9/16/2019 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: alterations and additions, including first floor decks, second floor deck and outdoor shower, to an existing one family dwelling as applied for. The certificate is issued to Franco,Edmond of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 44169 6/19/2019 PLUMBERS CERTIFICATION DATED 9/27/2019 17 (Reorgeekedricks Aut ed gn ture �= TOWN OF SOUTHOLD �OQSgFFQ44O y t BUILDING DEPARTMENT 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#: 44169 Date: 9/16/2019 Permission is hereby granted to: Franco, Edmond 20 E 9th St Apt 11B New York, NY 10003 To: Construct additions and alterations to existing single-family dwelling as applied for per DEC & Trustee approvals.Replaces BP# 41899 At premises located at: 15919 Route 25, East Marion SCTM #473889 Sec/Block/Lot# 23.-1-8.1 Pursuant to application dated 9/16/2019 and approved by the Building Inspector. To expire on 3/17/2021. Fees: PERMIT RENEWAL $1,054.50 Total: $1,054.50 Building Inspector TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE c+ • 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#: 41899 Date: 8/22/2017 Permission is hereby granted to: Franco, Edmond 20 E 9th St Apt 11B New York, NY 10003 To: construct additions and alterations to existing single-family dwelling as applied for per DEC & Trustee approvals. At premises located at: 15919 Route 25, East Marion SCTM # 473889 Sec/Block/Lot# 23.-1-8.1 Pursuant to application dated 8/1/2017 and approved by the Building Inspector. To expire on 2/21/2019. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,794.40 CO -ADDITION TO DWELLING $50.00 Total: $1,844.40 Buil Spector 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 I%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool $50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 -7 Date. 7'�o / New Construction: 1?c Old or Pre-existing Building: (check one) Location of Property: & (g /vat,, {12aca-'I e5-y,) House No. p Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section -12 ;5? Block / Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature ;acv s 6"'L V6MLe 5, Form No.6 $ 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by,typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations; a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual•natural or topographic -features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on-Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 f Date. 1 e) 9 / q New Construction: Old or Pre-existing Building: (check one) Location of Property: 1 q Mai N 2 e a House No. l gA Street Hamlet Owner or Owners of Property: 69Vyl®%xL ffao.M L Suffolk County Tax Map No 1000, Section 2 3 Block Lot Subdivision 16MI, uj y Filed Map. Lot: ��" Permit No. Date of Permit. Applicant: M06 �— Health Dept.Approval: Underwriters Approval: IN Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one Fee Submitted: $ Applicant Signature Town Hall Annex Telephone(631)765-1802 54375 Main Road y Fax(631)765-9502 P.O.Box 1179 G Q Southold,NY 11971-0959 ® �® roger.riche rt(cD-town.south old.ny.us OWN, BUILDING DEPARTMENT TORN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To Edmond Franco Address: 15919 Route 25 City: East Marion St: New York Zip: 11939 Building Permit#: +A 1 Lj q --#4899 Section. 23 Block. 1 Lot: 81 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Danial Wilcenski Electric License No: 4723-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 400a Heat elec Duplec Recpt 56 Ceiling Fixtures 2 HID Fixtures Service 3 ph Hot Water elec GFCI Recpt 9 Wall Fixtures 7 Smoke Detectors Main Panel 2-20 A/C Condenser 3 Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower 3 Range Recpt Fluorescent Fixture Pumps Transformer AppliancesN97 Dryer Recpt 2-30 Emergency Fixture Time Clocks Disconnect R2-20 Switches Twist Lock Exit Fixtures �] TVSS Other Equipment, electric cook top, electric oven, 1-bath fan, 1-exhaust fan, 1-radiant floor heat, 150 puck lights(ceiling), 120 feet of strip lights, 12 ft plug mold, 18 power window shades, 1-ejector pump,7-flood lights,200a transfer switch, Notes* 22-kw standby generator, 18-ARC fault circuit breakers,GFCI circuit breakers Inspector Signature: Date: June 19 2019 81-Cert Electrical Compliance Form.xis o 0 se� o��OE SUUT,,fof „- Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: 9IZ711 p/ Building Permit No. _l l gqq (Please print) Plumber: - ��Cy�l' (Pl a print) I certify that the solder used in the water supply system contains less than 2110 o % lead. (Plumbers Signature) Sworn to before me this L� day of 20 1aml6fieii,i,, = i wvmiv Notary Public, �' 4 'Coimty ROBERT F MARKS NOTARY PUBLIC-STATE OF NEW YORK No.01 MA6364702 Qualified in Suffolk County My Commission Expires 09-18-2021 a0F SOUjH �o� olo N o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: Fr/D l� ,od -rt;., 1' [m wo/ 66 o r 0 Pd, I WA DATEINSPECTOR i so�ly hod olo o�ycou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. FOUNDATION 2ND INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESIST NT PENETRATION [ ] ELECTRICAL (ROU H) [ ] ELECT AL (FINAL) REMARKS: DATE ?7 INSPECTOR SO(/Tyo! TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]- FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE to INSPECTOR Z ctq ApF SOUjy N O i TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT ON [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] UNDATION 2ND [ ] INSULATION ( FRAA� / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FI SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FI AL) MARs6t3 O INl2k%X�� `E' G VV/ tS Lt�llce/ "64-lx C44XIIVIVA D DATE INSPECTOR Ik �i L v SOF SO(/1,�, � o # # TOWN OF SOUTHOLD BUILDING DEPT. Courm, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL j ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ECTRICAL (FINAL) [ ] CODE VIOLATION [ CAULKING REMARKS: A( � �✓� DATE INSPECTOR SOUIyo TOWN OF SOUTHOLD BUILDING DEPT. courmN 765-1802 , INSPECTION [ ] FOUNDATION 1ST [ ]�RGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: i t o do kifllri-D C ��OkJ�- Q�u✓ T/ DATE INSPECTOR u- Ou i Ison SOF 50//Ty # TOWN OF SOUTHOLD BUILDING DEPT. courm� 765-1802 INSPECTION.- [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH), [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REM RKS: v _ 0 DATE ?J' INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [t4/ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [VrFRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ FI SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [V;"'FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION 14--CAULKING REM7 V&� ek, ol DATE INSPECTOR ��,oe souryo * # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm '' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] GH PLBG. [ ] FOUNDATION 2ND [ eljNLATION FRAMING /STRAPPING L [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: d ti&J ' If DATE tYllalWb INSPECTOR OP SOGTyO� # TOWN OF SOUTHOLD BUILDING DEPT. courm,��' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE f INSPECTORWI �I� oFsoo �a ly0 # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] R UGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING /STRAPPING [ ] FINAL [_ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: WMIVV- AV s*L( Lfm �J)T'Ot'sk-6v W404e, - tids c� ah (lam[ • lb• 4f; b oll DATE: INSPECTOR OE SO!/lyo # # 'TOWN OF SOUTHOLD BUILDING DEPT. , ��`��ourm NVQ 765-1802 INSPECTION. [ ] FOUNDATION IST [ ] ROUGH PL13G. [ ] FOUNDATION�21SID_ [ ] SULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL 0411--, [ ] FIREPLACE& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] -FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL.(FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: W) #t4 0 f DAT INSPECTO Eon Clo-sm, res_ 101-H Windsor Place Central Islip,New York 11722 Tel: 631.234.0115 Fax: 631.234.0174 August 26,2019 Lafo's Performance Glass 18 Radio Ave Miller Place,NY 11764 Re: Tempered Glass Certification Purchase Order: Rob East Marion Invoice#455432 To Whom this may concern, The lite of glass does not have a logo; this is due to the cut yield and location of the one logo we receive on our stock sheets of glass. This in no way compromises the integrity of your Quality Enclosure, Inc. glass—the safety tempered glass that meets or exceeds the Consumer Product Safety Commission requirements (1 6CFR-120 1-ANIZ 971). If you have any questions,please call. Sincerely, Quality Enclosures, Inc. ENERGY EFFICIENCY CERTIFICATE Address: City: (Irk ,_ State: i Zip Code: lL Residential Compliance Path 4 (Only one shall apply) Prescriptive R Prescriptive UA ❑ Prescriptive U ❑ Performance ❑ ERI „❑ Index. Component Values �✓ ,�� Ceiling R or U-value: t;l% Wood Frame Wall R or U-value: g_at+'"� Mass Wall R or Ll-value: Floor R or U-value. _ Basement Wall R-value: Slab R-value: Depth: Crawl Space R-value: / I Fenestration U-Factor: SHGC: r 2 d J � u Skylight LI-Factor: Ducts Outside of Thermal Envelope R-value: Su PI R,8 ❑ Other R-6 ❑ Building Envelope Air Leakage: Air Changes per Hour: Duct System Air Leakage: CFM per 100 ft=: -�— Rough In Testing: ❑ Post ConstructionTesting:•,�— u N Heating System Efficiency: y Cooling System Efficiency: o v Water Heating Efficiency: v c Gas Fired Unvented j o' Room Heater: ❑ U Electric Furnace: ❑ 2-1 I � Baseboard Electric Heat: ❑ I E L2. s� This Certificate is based upon 2015 Internotionol Codes, asAmended by the 2017 Uniform Code Supplement This Certificate shall be posted on or in the electrical distribution panel z I v ' V x/01 LIQ- Load Short Form Otdmtd Homes Inc. Job. 15919 Main Road PO BOX 117 Date: 1217117 ~ Entire House 815westphalliand. By: Katelyn Maleski Home Energy Solutions Inc. Matituck,N.Y.,11952 12 Bnanvood Drive,Huntington,NY 11743 Phone 631-673-0664 Email gdlamay3@msn corn e e • For- Franco Residence 15919 Main Road, East Marlon, NY 11939 1 Outdoor Unit-Daikin 3 Ton VRV-NS Heat Pump Model,RXTQ36TAVJ9 2 Indoor Ducted Zones'1 st Floor Zone-2 ton Vetter AH Unit FXTQ24PAVJU 2nd FLZone-1 Ton Honsontal Mounted AH Unit FXT 12PAVJU S - e • • Htg Clg infiltration Outside db(°F) 11 83 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(7) 61 8 Fireplaces 1 (Tight) Daily range - L Inside humidity(%) 30 50 Moisture difference(gr/lb) 27 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Daikin Make n/a Trade DAIKIN 3 Ton Heat Pump Trade n/a Model RXTQ36TAVJ9 Cond n/a AHRI ref 10340481 Coll n/a AHRI ref n/a Efficiency 16 Seer/9 HSPF Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 37,000 Btuh Latent cooling 0 Btuh Temperature rise Total cooling 0 Btuh Actual air flow 2682 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Static pressure 0 In H2O Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) 1 st Floor Zone 1666 20819 17209 800 800 2nd Floor Zone 1177 15435 7936 400 400 Entire House 2842 36254 25145 1200 1200 Other equip loads 1970 247 Equip.@ 0.88 RSM 22269 Latent cooling 5007 'TOTALS I 2842 I 38225 I 27275 i 1200 I 1200 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft' 2017-Dec-08 13 57 46 W• Right-SurteOUniversal 2018 18.0 04 RSU20822 Page 1 4 Wnghtsoft HVAC115919 Main Road East Manon rup Calc=MJ8 Front Door faces S Load ,Sho t Form Job: 15919 Main °oad Date: 1217/17 Isf Floor Zone By: Katelyn Mateski Home Energy Solutions Inc. 12 Bnarwood Dnve,Huntington,NY 11743 Phone 631-673-0664 Email gdlamay3@msn c°m For. Franco Residence 15919 Main Road, East Marion, NY 11939 S - • o e Htg Clg Infiltration Outside db(°F) 11 83 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 61 8 Fireplaces 1 (Tight) Dally range - L Inside humidity(%) 30 50 Moisture difference(gr/Ib) 27 30 Mawr xmr� HEATING EQUIPMENT COOLING EQUIPMENT Make Daikin Make Daikin Trade DAIKIN Trade DAIKIN Model RXTQ36TAVJ9 Cond RXTQ36TAVJ9 AHRI ref Coil FXTQ24PAVJU AHRI ref Efficiency 9 HSPF Efficiency 12.0 EER, 16 SEER Heating input Sensible cooling 16800 Btuh Heating output 27000 Btuh @ 477 Latent cooling 7200 Btuh Temperature rise 31 °F Total cooling 24000 Btuh Actual air flow 800 cfm Actual air flow 800 cfm Air flow factor 0.038 cfm/Btuh Air flow factor 0 046 cfm/Btuh Static pressure 0.50 In H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.86 Capacitybalance point=17°F Backup: Input=6 kW Output=21456 Btuh 100 AFUE ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Bath 1 42 115 11 4 1 Bedroom 1 215 3238 1757 124 82 Bedroom 2 164 2469 1472 95 68 Dining Room 188 2879 2725 111 127 Kitchen/Foyer 389 3441 4792 132 223 Living Room 651 8631 6447 332 300 Pwdr Rm 17 47 5 2 0 Calculations,approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft- 2017-Dec-08 13 57 46 r Right-$udeO U nwersal 2018 18 0 04 RSU20822 Page 2 Wnghtsoft HVAC\15919 Mam Road_East Manon.rup Calc=MJ8 Front Door Faces S 1 st Floor Zone 1666 20819 17209 800 800 Other equip loads 1068 134 Equip.@ 0.88 RSM 15210 Latent cooling 2871 TOTALS I 1666 I 21886 I 18081 I 800 I 800 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. w rigtttSOf#' 2017-Dec-08 13 57 46 Right-SmteOUrnversa1201818004RSU20822 Page C� Wrightsoft HVAC\15919 Main Road—East Marion rup Calc=MJ8 Front Door faces S Load Short Form Job: 15919 Main-Road Date: 1217117 2nd Floor Zone By: Katelyn Maieski Home Energy Solutions Inc. 12 Briarwood Drive.Huntington,NY 11743 Phone 631-673.0664 Email gdlamay3@msn com For. Franco Residence 15919 Main Road, East Marlon, NY 11939 Htg Gig Infiltration Outside db(°F) 11 83 Method Simplified Inside db(°F) 72 75, Construction quality Tight Design TD(°F) 61 8 Fireplaces 1 (Tight) Daily range - L Inside humidity(%) 30 50 Moisture difference(gr/Ib) 27 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Daikin Make Daikin Trade DAIKIN Trade DAIKIN Model RXTQ36TAVJ9 Cond RXTQ36TAVJ9 AHRI ref Coil FXTQ12PAVJU AHRI ref Efficiency 9 HSPF - Efficiency 13 0 EER, 16 SEER Heating input Sensible cooling 8400 Btuh Heating output 13500 Btuh @ 47°F Latent cooling 3600 Btuh Temperature rise 31 °F Total cooling 12000 Btuh Actual air flow 400 cfm Actual air flow 400 cfm Air flow factor 0.026 cfm/Btuh Air flow factor 0.050 cfm/Btuh Static pressure 050 in H2O Static pressure 050 in H2O Space thermostat Load sensible heat ratio 075 Capacitybalance point=20°F Backup: In ut=5 kW Output= 16269B uh100 AFUE ROOM NAME Area Htg load Cig load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) 2nd FI Stair 65 0 0 0 0 Laundry 56 926 820 24 41 Master Bath 108 1207 378 31 19 Master Bedroom 324 5392 3549 140 179 Master WIC 106 2535 617 66 31 Office 294 5375 2571 139 130 Storage/Meth 223 0 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed wr-ightsoft- 2017-Dec-08 13 57 46 4 Right-SurteC Universal 2018 18 0 04 RSU20822 Page 4 Xc Wnghtsoft NVA015919 Main Road,East Marion rup Calc=MJ8 Front Door faces S 2nd Floor Zone 1177 15435 7936 400 400 Other equip loads 903 113 Equip.@ 0.88 RSM 7059 Latent cooling 2736 TOTALS t 1177 1 16338 9795 400 400 r Calculations approved by ACCA to meet all requirements of Manual J 8th Ed 2017-Dec-08 13 57 46 wrightsaft Right-Suite?universal 201818004RSU20822 Pages Ar'(rt, Wnghtsoft HVAC\15919 Main Road—East Marion rup Calc=MJ8 Front Door faces S Manual S Compliance Report Job: 15919 Main Road _ Date: 1217117 1St Floor Zone By: Katelyn Maieski Home Energy Solutions Inc. 12 Bnarwood Drive,Huntington,NY 11743 Phone.631-673.0664 Email gdlamay3@msn com For: Franco Residence 15919 Main Road, East Marion, NY 11939 Design Conditions Outdoor design DB, 82XF Sensible gain: 17343 Btuh Entering coil DB: 75 3°F Outdoor design WB: 70.9°F Latent gain: 2871 Btuh Entering coil WB: 62.97 Indoor design DB: 75.0°F Total gain: 20214 Btuh Indoor RH: 50% Estimated airflow: 800 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Daikin Model: RXTQ36TAVJ9+FXTQ24PAVJU Actual airflow: 800 cfm Sensible capacity: 16800 Btuh 97%of load Latent capacity. 7200 Btuh 251%of load Total capacity: 24000 Btuh 119%of load SHR: 70% Design Conditions Outdoor design DB: 10.6°F Heat loss: 21886 Btuh Entering cod DB: 69.5�F Indoor design DB: 72.0°F I Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Daikin Model: RXTQ36TAVJ9+FXTQ24PAVJU Actual airflow: 800 cfm Output capacity: 27000 Btuh 123%of load Capacity balance: 17 °F Supplemental heat required: 0 Btuh Economic balance, -99 °F Backup equipment type: Elec strip Manufacturer. Model: Actual airflow: 800 cfm Output capacity: 6.3 kW 98%of load Temp.rise- 50 °F Meets all requirements of ACCA Manual S. wrightsoft- 2017-Dec-08 13 57 46 RightSwte@O Universal 2018 18 0 04 RSU20822 Page 1 li-GN wrlghtsoft HVACY15919 Main Road East Marion rup Calc=MJ8 Front Door faces 5 Manual S Gompliance Report Job: 15919 Main:toad Date: 1217117 2nd Floor Zone By: Katelyn Maieski Home Energy Solutions Inc. 12 Briarwood Drive,Huntington,NY 11743 Phone 631-673-0664 Email gdlamay3@msn com For: Franco Residence 15919 Main Road,East Marion, NY 11939 Design Conditions Outdoor design DB: 82.7°F Sensible gain: 8049 Btuh Entering coil DB: 75.6°F Outdoor design WB: 70.9°F Latent gain: 2736 Btuh Entering coil WB: 63.1°F Indoor design DB: 75 0°F Total gain: 10785 Btuh Indoor RH: 50% Estimated airflow: 400 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Daikin Model: RXTQ36TAVJ9+FXTQ12PAVJU Actual airflow: 400 cfm Sensible capacity: 8400 Btuh 104%of load Latent capacity: 3600 Btuh 132%of load Total capacity: 12000 Btuh 111%of load SHR: 70% Design Conditions Outdoor design DB: 10.6°F Heat loss. 16338 Btuh Entering coil DB: 69.6°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design'Conditions Equipment type. Split ASHP Manufacturer: Daikin Model: RXTQ36TAVJ9+FXTQI2PAVJU Actual airflow: 400 cfm Output capacity: 13500 Btuh 83%-of load Capacity balance. 20 °F Supplemental heat required. 2838 Btuh Economic balance: -99 °F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 400 cfm Output capacity: 4,8 kW 100%of load Temp. rise: 50 °F Meets all requirements of ACCA Manual S. wrighltsofFt- 2017•Dec-08 13 57 46 RightSuiteO U nrversal 2018 18 0 04 RSU20822 Page t ,�vi✓t'. Wrighisoft HVAC115919 Main Road—East Marion rup Calc=MJ8 Front Door faces S Duct System Summary Job: 15919 Main Road t Date, 1217117 1st Floor Zone By: Katelyn Maieski Home Energy Solutions Inc. 12 Bnarwood Drive,Huntington,NY 11743 Phone,631-673-0664 Email gdla-niay3@msn com For: Franco Residence 15919 Main Road, East Marion, NY 11939 Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.23 in H2O 0.23 in H2O Available static pressure 0.27 in H2O 0.27 in H2O Supply/return available pressure 0.126/0.144 in H2O 0.126/0,144 In H2O Lowest friction rate 0,070 in/l00ft 0.070 In/l00ft Actual air flow 800 cfm 800 cfm Total effective length(TEL) 384 ft Design Htg Clg Design Diam H x W Duct Actual Ftg Eqv' Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln(ft) Ln(ft) Trunk Bath 1 h 115 4 1 0.106 4.0 Ox 0 ShMt 43.6 75.0 st4 Bedroom 1 h 1619 62 41 0.091 5.0 Ox 0 ShMt 54.4 85.0 st5 Bedroom 1-A h 1619 62 41 0.085 5.0 Ox 0 ShMt 44.4 105.0 stlA Bedroom 2 h 2469 95 68 0.070 6.0 Ox 0 ShMt 64.4 115.0, sty Dining Room c 2725 111 127 0.140 6.0 Ox 0 ShMt 15.2 75.0 st2 Kitchen/Foyer c 2396 66 111 0.126 6.0 Ox 0 ShMt 25.3 75.0 stl Kitchen/Foyer-B c 2396 66 111 0.096 7 0 Ox 0 ShMt 46.1 85.0 stl Living Room h 2877 111 100 0.100 7 0 Ox 0 ShMt 41.1 85.0 SO Living Room-A h 2877 111 100 0.133 6.0 Ox 0 ShMt 20.3 75.0 SO Living Room-B h 2877 111 100 0.256 5.0 Ox 0 ShMt 4.3 45.0 st2 PwdrRm h 47 2 0 0.081 4.0 0x0 ShMt 50.7 105.0 st4 i a Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk stlA Peak AVF 226 151 0.07.0 510 9.0 0 x 0 ShtMetl SO st5 Peak AVF 157 109 0.070, 450 8.0 0 x 0 ShtMetl stlA st4 Peak AVF 6 1 0.081 71 4.0 0 x 0 ShtMetl stlA stl Peak AVF 579 573 0.070 541 14.0 0 x 0 ShtMetl st2 Peak AVF 221 227 0.140 649 8.0 0 x 0 ShtMetl vvir-ightsoft, 2017-Dec-08 13 57 46 Right-SudeD Universal 2018 18 0 04 RSU20822 Pagel ACC-N Wnghisoft HVA015919 Main Road-East Marion rup Calc'=MJ8 Front Door faces. S Grille Htg Clg TEL Design Veloc D1am H x W Stud/Joist Duct Name Size(1n) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk rb1 Ox 0 574 649 204.2 0.070 607 140 Ox ' 0 ShMt rt1 rb3 Ox 0 226 151 163.3 0.088 510 9.0 Ox 0 ShMt rt1A Rilfillil-e 1 • Trunk Htg Cig Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trun�C rt1A Peak AVF 226 151 0.088 510 9.0 0 x 0 ShtMetl rt1 rt1 Peak AVF 800 800 0 070 573 160 0 x 0 ShtMetl 2017-Dec-08 13 57 46 Right-Suite©U niversal 2018 18 0 04 RSU20822 Page 2 Wnghlsoft HVACl15g19 Main Road_East Manon rup Calc=MJ8 Front Door faces S Duct System Summary Job: 15919 Main Road I F. v 1 k 1 Date: 1217/17 2nd Floor Zone By: Katelyn Maieski Home Energy Solutions Inc. 12 Briarwood Drive,Huntington,NY 11743 Phone 631-673-0664 Email gdlamay3@msn com For; Franco Residence 15919 Main Road, East Marion, NY 11939 Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.22 in H2O 0.22 In H2O Available static pressure 0.28 In H2O 0.28 in,H2O Supply/return available pressure 0.179/0.101 in H2O 0.179 0.101 in H2O Lowest friction rate 0.110 in/100ft 0.110 in/100ft Actual airflow 400 cfm 400 cfm Total effective length(TEL) 255 ft Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (In) (in) Matl Ln(ft) Ln(ft) Trunk Laundry c 820 24 . 41 0.159 4.0 Ox 0 ShMt 229 900 - SO I Master Bath h 1207 31 19 0.118 4.0 Ox 0 ShMt 42.5 1.10.0 stl 1 Master Bedroom c 1774 70 89 0.110 6.0 Ox 0 ShMt 53.3 110.0 st9 Master Bedroom-A c 1774 70 89 0.142 6.0 Ox 0 ShMt 36.7 90.0 st9 Master WIC h 2535 66 31 0.129 5.0 Ox 0 ShMt 43.8 95.0 st8 Office h 2687 70 65 0.129 5.0 Ox 0 ShMt 29.2 110.0 st6 office-A h 2687 70 65 0.174 5.0 Ox 0 ShMt 12.9 90.0 st6 • a Trunk, Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st3 Peak AVF 400, 400 0.110 733 10.0 0 x 0 ShtMetl st6 Peak AVF 139 130 0.129 521 7.0 0 x 0 ShtMetl st3 st7 Peak AVF 261 270 0.110 612 9.0 0 x 0 ShtMetl st3 stl 0 Peak AVF 205 210 0.110 602 8.0 0 x 0 ShtMetl st7 stl 1 Peak AVF 55 60 0.118 443 5.0 0 x 0 ShtMetl st7 st8 Peak AVF 66 31 0.129 482 5.0 0 x 0 ShtMetl stl 0 st9 Peak AVF 140 179 0.110 512 8.0 0 x 0 ShtMetl stl0 vvrightsoft" 2017-Dec-08 13 57 46 Right-Suite@ Universal 2018 18 0 04 RSU20822 Page 3 Wnghlsoft HVAC115919 Main Road-East Marion rup Calc=MJ8 Front Door faces S J { • Is Grille Htg Clg TEL Design Veloc Dlam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (In) Opening(in) Mat] Trunk rb2 Ox 0 400 400 91.7 0.110 509 12.0 Ox 0 ShMt - Wright-soft- 2017-Dec-08 13 57AE Right-Suite@ Universal 2018 18 004 RSU20822 Page 4 ACCK Wnghtsoft HVAC\15919 Main Road East Manon.rup Calc=MJ8 Front Door faces S, ---COMMENTS r4It O �� 0117 rV M, o if 0PA "m a MMEWW RXMIIUK-,1�111 'Mill ROUGH FRAMING& PLUMBING MTV ml Wr INSULATION PER N.Y. STATE ENERGY CODE MF MAJUWQ ,�/Milw �JTWAM WAMW ^S MMWAIM TIMM _ m1f E? � ` NJi ADDiTi6NAL T� • WIN l MEN 'AffJrA r. ..:;:..1st ` ":''.` ' .�.��! N►• PAT TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631)765-9502 LlSurvey Southoldtownny.gov PERMIT NO. T Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Examined 24 ® Flood Permit DD Single&Separate Truss Identification Form AUG e 1 2017 Storm-Water Assessment Form Contact: A Approved ,2( BUILDING DM- Mail to: M ('y(>{� i Disapproved a/c TOWN OF SOUTHOLD Phone: 772 to Expiration ,20 L — M./ Bui din pector APPLICATION FOR BUILDING PERMIT Date-7—� , 20 /r7 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code,hous' r ions,and to admit authorized inspectors on premises and in building for necessary inspections. _ ignature of applicant or name,if a corporation)) (Mailing address of applicant) State whether appjicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises 6526-,;�-20P2e/ -6—ot, ?0,C) (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which propose wo ill be done: House Number Street Hamlet .t. tV ( yl County Tax Map No. 1000 Section r 1` Lot 6 �l 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 ( b. Intended use and occupancy 49:2 ! hvz S �,/t7 7` 16WS / 3. Nature of work(check which applicable):New Building Addition ✓ Alteration Repair Removal Demolition Other Work xry "7� _ ,� (Description) 4. Estimated Cost -, a 1 , "-T >Rbe paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling u iA61" each floor If garage, number of cars r=0.' 'rid; 6. If business, commercial or mixed occupancy, specify;natupe_and.,extent.of each type of use. G.z tip; 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO 14.Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * 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) ��/�� COUNTY OJi�i'�`�)SS: being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (Contractor,Agen orporate 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 ',d day of 20� lAaAg � ACEY L. D Notary Publi NOTARY PUBLIC,STATE OF NEW YORK Signature of Applicant NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30, �Ty Michael J.Domino,President �oF so �0� Ol0 Town Hall Annex John M.Bredemeyer III,Vice-President 54375 Route 25 P.O.Box 1179 Charles J.Sanders Southold,New York 11971 Glenn Goldsmith Telephone(631) 765-1892 A.Nicholas Krupski IyCQUN��`C.V' Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Permit No.: 8954A Date of Receipt of Application: January 9, 2017 Applicant: Edmond Franco SCTM#: 1000-23-1-8.1 Project Location: 15919 Main Road, East Marion Date of Resolution/issuance: February 15, 2017 Date of Expiration: February 15, 2019 Reviewed by: Board of Trustees Project Description: Conduct construction activities and land disturbance within Trustees jurisdiction for a proposed swimming pool and pool deck; and to construct a ±14'9"x26'10" deck connected to the seaward side of proposed pool deck with 10' wide stairs to grade, and-6' wide stairs that lead down to pool equipment storage area under the deck; install a 14'6"x15'6"trellis on deck; and for a 3'2"x5'4" outdoor shower. Findings: The project meets all the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code. The issuance of an Administrative Permit allows for the operations as indicated on the site plan prepared by Ryall Porter Sheridan Architects, dated December 21, 2016, and stamped approved on February 15, 2017. Special Conditions: None. Inspections: Final Inspection. If the proposed activities do not meet the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code, a Wetland Permit will be required. This is nootrmination from any other agency. Michael J. Domino, President Board of Trustees '4(q 3o q, �-q j Michael J.Domino,President of so Town Hall Annex John M. Bredemeyer III,Vice-President ® ®�� 54375 Route 25 Glenn Goldsmith P.O.Box 1179 Southold,New York 11971 A. Nicholas Krupski G @ Telephone(631) 765-1892 Greg Williams �® �� Fax(631) 7.65-6641 HOARD OF TOWN TRUSTEES AUG 1 5 2019 TOWN OF SOUTHOLD .tet 4'Y.,✓.1•^a F�.- t i..t.w.A" CERTIFICATE OF COMPLIANCE sou", # 1601C Date: August 7.2019 THIS CERTIFIES that the construction activities and land disturbance within Trustees jurisdiction for a proposed swimming pool and pool deck; and to construct a±14'9"x26'10" deck connected to the seaward side of proposed Dool deck with 10' wide stairs to grade and 6' wide stairs that lead down to pool equipment storage area under the deck; install a 14'6"x 15'6" trellis on deck; and for a 3'2"x5'4"outdoor shower; At 15919 Main Road, East Marion Suffolk County Tag Map#1000-23-1-8.1 Conforms to the application for a Trustees Permit heretofore filed in this office dated JanuM 9, 2017 pursuant to which Trustees Administrative Permit#8954A Dated February 15, 2017 was issued and conforms to all of the reaauirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the construction activities and land disturbance within Trustees jurisdiction for a proposed swimmina pool and Dool deck; and to construct a f 14'9"x26'1 0"deck connected to the seaward side of proposed pool deck with 10' wide stairs to grade and 6' wide stairs that lead down to pool equipment storage area under the deck; install a 14'6"x15'6"trellis on deck: and for a 3'2"x5'4"outdoor shower. The certificate is issued to Edmond Franco owner of the aforesaid property. 0 Authorized Signature l Aft anhoi NEWYORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION � 'u Facility DEC ID 1-4738-04513 PERMIT Under the Environmental Conservation Law ECL Permittee and Facility Information Permit Issued To: Facility: EDMOND FRANCO FRANCO PROPERTY 20 E 9TH ST 15919 MAIN ROADISCTM 1000-23-1-8.1 APT 11B EAST MARION,NY 11939 NEW YORK,NY 10003 FacilityApplication Contact: PATRICIA C MOORE 51020 MAIN RD SOUTHOLD,NY 11971 (631) 765-4330 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Facility Principal Reference Point: NYTM-E: 724.702 NYTM-N: 4557.498 Latitude: 41'08'15.7" Longitude: 72'19'21.9" Authorized Activity: Construct new garage,pool,deck and drywells 75 feet landward of the wetland boundary. All work must be done according to the plans prepared by Ryall Porter Sheridan Architects, last revised 3/2/2017 and stamped NYSDEC approved 3/17/2017. EEH. (DEP-ARNO) Permit Authorizations Tidal Wetlands -Under Article 25 Permit ID 1-4738-04513/00001 New Permit Effective Date: 3/17/2017 Expiration Date: 3/17/2022 NYSDEC Approval By acceptance of this permit,the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, and all conditions included as part of this permit. Permit Administrator:MARK CARRARA, Deputy Regional Permit Administrator Address: NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook,NY 11790 -3409 Authorized Signature: ,l�tu�— Date 3/ 7d l� Page 1 of 6 Am r� NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION � r Facility DEC ID 1-4738-04513 Distribution List PATRICIA C MOORE Bureau of Marine Habitat Protection File Permit Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS,APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following Permits: TIDAL WETLANDS 1. Post Permit Sign The permit sign enclosed with this permit shall be posted in a conspicuous location on the worksite and adequately protected from the weather. 2. Notice of Commencement At least 48 hours prior to commencement of the project,the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project,the bottom portion of the form must also be signed and returned, along with photographs of the completed work. 3. Conformance With Plans All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by Ryall Porter Sheridan Architects, last revised 3/2/2017. 4. Regulated Activities Authorized By This Permit This permit authorizes only those regulated activities/structures identified under the section Description of Authorized Activity.NYSDEC does not issue after-the-fact or as-built permits. This permit does not authorize activities, or legitimize the existence of structures, which would have required a permit but for which no permit or other authorization has been granted NYSDEC. 5. Accessory Structures Must Be At Least 75 Feet Landward Of The Wetland Boundary This permit authorizes the construction of new accessory structures located in the adjacent area at the prescribed minimum setback only. Structures located in tidal wetlands, or structures in the adjacent area but located less than 75 feet from the wetland boundary,are not authorized. Page 2 of 6 A& aftme NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION , Facility DEC ID 1-4738-04513 6. Development Restrictions New accessory structure construction projects authorized by this permit must meet all of the applicable development restrictions of 6 NYCRR Part 661.6(a)(1), (4) and(7): -The 75 foot minimum wetland setback requirement for all principal structures and all non-water- dependent structures exceeding 100 square feet in area. -The 20%maximum adjacent area coverage limitation for impervious structures and surfaces. -The 75 foot minimum wetland setback requirement for all hard surface driveways,roads,parking areas and similar impervious surfaces exceeding 500 square feet in area. 7. Roof Runoff Directed to Drywells Roof runoff shall be directed to drywells with the capacity to store/recharge the runoff from a 2 inch/24 hours precipitation event. All drywells shall be located a minimum of 75 feet landward of the tidal wetland boundary. 8. No Changes to Septic System This permit does not authorize any alteration, expansion or replacement of existing septic systems. 9. Area of Disturbance for Structures Disturbance to the natural vegetation or topography greater than 25 feet seaward of the approved structure is prohibited. 10. Straw Bales or Other at Tidal Wetland A row of staked straw bales or approvable erosion control devices shall be placed at the landward edge of the buffer area or 75 linear feet from the tidal wetland boundary, or as per the NYSDEC-approved plan,prior to commencement of any regulated activities and remain in place and in good, functional condition until the project is completed and all disturbed areas are stabilized with vegetation. 11. Contain Exposed,Stockpiled Soils All disturbed areas where soil will be temporarily exposed or stockpiled for longer than 48 hours shall be contained by a continuous line of staked haybales/silt curtains(or other NYSDEC approved devices)placed on the seaward side between the fill and the wetland or protected buffer area. Tarps are authorized to supplement these approved methods. 12. Vegetate All Disturbed Areas The permittee shall revegetate all exposed faces and disturbed areas to prevent soil erosion prior to the project completion or expiration date of this permit,whichever comes first. 13. Clean Fill Only All fill shall consist of clean sand, gravel, or soil (not asphalt, slag,flyash,broken concrete or demolition debris). 14. No Disturbance to Vegetated Tidal Wetlands There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activities. 15. No Construction Debris in Wetland or Adjacent Area Any debris or excess material from construction of this project shall be completely removed from the adjacent area(upland) and removed to an approved upland area for disposal. No debris is permitted in wetlands and/or protected buffer areas. Page 3 of 6 Ask v NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Nior Facility DEC ID 1-4738-04513 16. Storage of Equipment,Materials The storage of construction equipment and materials shall be confined within the project work area and/or upland areas greater than 100 linear feet from the tidal wetland boundary. 17. Concrete Leachate During construction,no wet or fresh concrete or leachate shall be allowed to escape into any wetlands or waters of New York State,nor shall washings from ready-mixed concrete trucks, mixers, or other devices be allowed to enter any wetland or waters. Only watertight or waterproof forms shall be used. Wet concrete shall not be poured to displace water within the forms. 18. Failure to Meet Permit Conditions Failure of the permittee to meet all the conditions of this permit is a violation of this permit and grounds for an order to immediately cease the permitted activity at the project site. 19. Precautions Against Contamination of Waters All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels, solvents, lubricants, epoxy coatings,paints, concrete, leachate or any other environmentally deleterious materials associated with the project. 20. No Interference With Navigation There shall be no unreasonable interference with navigation by the work herein authorized. 21. State May Require Site Restoration If upon the expiration or revocation of this permit,the project hereby authorized has not been completed,the applicant shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may lawfully require,remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. 22. State May Order Removal or Alteration of Work If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State,or cause loss or destruction of the natural resources of the State,the owner may be ordered by the Department to remove or alter the structural work, obstructions, or hazards caused thereby without expense to the State, and if,upon the expiration or revocation of this permit,the structure, fill, excavation, or other modification of the watercourse hereby authorized shall not be completed,the owners, shall,without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require,remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. 23. State Not Liable for Damage The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation, or for other purposes, and no claim or right to compensation shall accrue from any such damage. Page 4 of 6 Aak v NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Now Facility DEC ID 1-4738-04513 GENERAL CONDITIONS - Apply to ALL Authorized Permits: 1. Facility Inspection by The Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation(the Department)to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71- 0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit, including all referenced maps, drawings and special conditions,must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. 2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. 3. Applications For Permit Renewals,Modifications or Transfers The permittee must submit a separate written application to the Department for permit renewal,modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal,modification or transfer granted by the Department must be in writing. Submission of applications for permit renewal,modification or transfer are to be submitted to: Regional Permit Administrator NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook,NY11790-3409 4. Submission of Renewal Application The permittee must submit a renewal application at least 30 days before permit expiration for the following permit authorizations: Tidal Wetlands. 5. Permit Modifications, Suspensions and Revocations by the Department The Department reserves the right to exercise all available authority to modify, suspend or revoke this permit. The grounds for modification, suspension or revocation include: a. materially false or inaccurate statements in the permit application or supporting papers; b. failure by the permittee to comply with any terms or conditions of the permit; c. exceeding the scope of the project as described in the permit application; d. newly discovered material information or a material change in environmental conditions,relevant technology or applicable law or regulations since the issuance of the existing permit; Page 5 of 6 Am Abow NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION 'ROW • Facility DEC ID 1-4738-04513 e. noncompliance with previously issued permit conditions, orders of the commissioner,any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute,regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee, excepting state or federal agencies, expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives, employees, and agents ("DEC")for all claims, suits, actions, and damages,to the extent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with, or operation and maintenance of,the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims, suits, actions, or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims, suits, or actions naming the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit,including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits, approvals, lands, easements and rights-of- way that may be required to carry out the activities that are authorized by this permit. Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights,title, or interest in real or personal property held or vested in a person not a party to the permit. Page 6 of 6 Scott A. Russell SUPERVISOR NIA\NAG]EIWIENT SOUTHOLD TOWN HALL-P.O.Box 1179 Q 53095 Main Road-SOUTHOLD,NEW YORK 11971 '1sy1� - Town of Southold MAY 0 2 2010 CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET AUG 0 3 2014 ( TO BE COMPLETED BY THE APPLICANT ) --- --.— ------- --- ---D® - 7[7H[IS INVOLVE A-NY -OF- TH —]F0l L0W1NG. ----------- ' Yes No (CHECK ALL THAT APPLY) ❑[j�A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑ B. Excavation or filling involving more than 200 cubic yards of material , within any parcel or any contiguous area. ❑ . C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. r WD. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ E. Site preparation within the one-hundred-year floodplain as depicted 11 on FIRM Map of any watercourse. 00 F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Property Owner,Design Professional,Agent.Contractor,Other) - S.C.T.M. #: 1000 Date. ^y� District NAME � a-5 Section Block Lot /C F(M BUILDING DEPART VIEi�`T USE ONLY& " Contact Information: r 'S ,Ttleyia„K�unAr3)'APA'LA Reviewed By: Date: -7-RO-1 Property Address / Location of Construej Ion Work: — — — — — — — — — --- — — — — — — ��!� /!n�� ❑ Approved for processing Building Permit- L �V( y r qS ormwater Management Control Plan Not Required. �YZ1l.1Gf�fii° �! �[ 1 -70 81�'�(SForward tcrmwater Management Cot;trcl P{an ,�,R qu red. to Engineering Department for Review.) FORM SMCP-TOS MAY 2014 i APPLICANT• S.C,T.M. 1000 os, k CHAPTER 236 iPropert} Owner,Design Professional,Agent,Con[rattor,Other) — d• Stormwater Management Control Plan CHECK LIST Section Mock Lot S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application, NAME �t * The applicant must provide a Complete!Explanation and/or Reason for not providing ^ Date: y�y all Information that has been Required by the following Checklist! YES NO NA If You answered No or NA to any Itbm, Please Provide I, A Site Plan drawn to scale Not Less that 60' to the inch MUST � If you need additional room for explanations, PI a a show all of the following Items: a. Location & Description of Property Boundaries b. 'Total Site Acreage. c. Existing - Natural & Man Made Features within 500 L.F. of the Site Boundary as required by §236-17(C)(2). d. Test Hole Data indicating Soil Characteristics&Depth to Ground Water. ot be lrffiitedo: e. Limits of Clearing & Area of Proposed Land Disturbance. A "Weelt 111dillitallned constru n ntrance, f, Existing & Proposed Contours of the S ©O,Site (Minimum 2'intervats) enang, sta ilization & g. Location of all existing & proposed structures,roads, Seeding of expose an or i active soils. driveways, sidewalks, drainage improvements&utilities. li, Spot Grades & Finish Floor Elevations for all existing & proposed structures. 1. Location of proposed Swimming Pool and discharge ring. 1. Location of proposed Soil Stockpile Area(s). k, Location of proposed Construction Entrance/Staging Area(s). I. Location of ro osed concrete washout area(s). M. Location of all proposed erosion&sediment control measures. i T 2. Sto,mwater Management Control Plan must include Calculations showing that the Stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(21 inch GE INSPE rainfall/storm event. •ontact TOS Engin _ 3. Details 8 Sectional Drawings for stormwater practices are required for approval. Backfill, OR Pr I fore Items requiring details shall include but not be limited to: at the d Certification a. Erosion & Sedia)ent Controls. ns a ed to Cad b, Construction Entrance & Site Access, ; c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) d. Leaching Stmictures (e. . infiltration basins,swales,etc.) • ;"t)R l:N(�I�t:1::IZ1NC� )I;PAR"I'i`vli?N"]' USE ONI..Y 1 Additional Information tis Required. N I Stormwater Management Control Plan is Not Complete. Reviewed & — — — — — — Appioved By: Stormwater Management Control Plan is Complete. SMCP has been approvdd by the Engineering Department. Da te: r r)h A � civ(-o r hPr k l.let -TOS MAY 2014 10 2-3"COARSE AGGREGATE MIN.6"THICK ----------- �+ STABILIZED CONSTRUCITON ENTRANCE ,` I DRIVEWAY CONSTRUCTION _ - 267.34' szl°zl'lo"E AIN ENTRANCE(50'x12' -------- _ EXISTING / �-�.-�� ----------- --------- '-7��- N21°21'10"W r WELL 119.29' -•� -�.� ' 1 `! I N13°57'30"W 150.19 /' DRAINAGE INSPECTIONS ARE REQUIRED GE� �� Contact TOSr Engineering at 765-1560 before Backfill, OR Provide Engineer's Certificationthat the drainage has been installed to Code. "DW%14 \ , \ r O nD�R~G D -- 1 APR 1 9 2018 ,,3� mz 0 a I`` z _12 I H N BUILDING DEPT. )ECK �� TOWN oP ® OLD RYALL SHERIDAN ARCHITECTS ' L 174 5TH AVENUE, SUffE 300 NEW YORK, NY 10010 TEST 646-809-4343 WWW,ryallsheddan.com HOLE ��„ I EROSION&SEDIMENT CONTROLS Shall include but not be limited to: )P AA well maintained Construction Entrance, REi6 I Ire Backed Silt Fencing, stabilization & PROJECT 1515 L �� Seeding of exposed and/or inactive soils, �gpED Aqc DRAWN: WWR Qp S. Ry 1� �p 0 CHECKED: WR to PRINTED: 04.11.2018 .11+ 7 �T \ SCALE: AS NOTED Op N EW .06 %q OF STORMWATER MANAGEMENT ® COMROL -To Code r 36 Date: 21 STOR MWAT Tax Map #1000-23-01-6.1 ' Approved by: E R OR FOR LAND NOW OR FORMERLY OF ° MANAGEMENT CONTROL FREDERICK DE LA VEGA s LAWRENCE HIGGINS N PLAN P6901f RMNDE-� O��afr Sttl�Tyo Town Halt A nnexl�f 41Telephone 631 7 1 2 54375 Matin Road . roc DDI. ' P.O.$ox 1179 G Q er.riche_ to So�old, NY 11971-0959 �t � DEC 1 1 2017 BUILDING DEPARTMENT TOWN OF SOUTHOLD SIDING DST' APPLICATION FOR ELECTRICAL INSPECTION SOWN®F SO+ ® LD REQUESTED BY. -� (,(� ,`� c e .,S 1C,- Date: v Company Name: o� 11,L 0 1 A ,J c-e,v, t 16i �t�(��-(.r� ��-� 6'0-c-�- Name: License No.: _ M Address: �. �� So -+'h j ( ( -2 e is hone No.: 3!- 2-3 -� Zr JOBSITE INFORMATION: (*Indicates required information) *Name: r �► �, c ? *Address: *Cross Street: i *Phone No.: 1- 2-3 4 - Z ,� Permit No.. / Tax-Map District: 1000 Section:_ ° Block: � Lot: *BRIEF DESCRIPTION OF WORK(Pleas�le Print Clearly) H-V (Please Circle All That Apply) Is job ready for inspection: YES/�CJO ough In �� Final *Do-you need a Temp Certificate: � NO Temp Information(ff needed) `Service Size: 1 Phase Whase 100 150 200 300 350 400 Other *New Service: Re-connect nderground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION LJ- iuuki� t�L�- U,�nn - ,82=Request for fnspeefionForm �`� gOEFQL,rr BUILDING DEPARTMENT - Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 oSouthold, New York 11971-0959 • Telephone (631) 765-1802 - FAX (631) 765-9502 mal , c roger.richertptown.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION - - --- -- ---- -- -- -- -- -- -- - REQLJESTED-BY:- - - - - ------ ----- -- - - ---- --- - - --- Company Name: �- Name: lav w License No.: c�� -�^ )S:_ email s(<< r`l Address: P, D . Phone No.: JOB SITE INFORMATION: (All Information Required) Name: F c-) F—r L o Address: 9 �"r" � Cross Street: Phone No.: to Z Bldg.Permit#: /W li�_ 5 1 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Gircle All That Apply: Is job ready for inspection?: YES Rough In Final ' Do you need a Temp Certificate?: YES / NO Issued On Temp Information: (All information required). Service Size1 P 3 Ph Size: O a A # Meters ( Old Meter# New Service-Fire Reconnect- Flood Reconnect- Service Reconnected - nderground -Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION SSIA, b�� Request for Inspection FormAs :r•- _ Southold Town Building Department �O�S�FFOCK oc P.O.Box 1179 Permit#: 41899 53095 Main Rd o _ Southold,New York 11971 Permit Date: 8/22/2017 (631) 765-1802 Expiration Date: 2/21/2019 Parcel ID: 23.-1-8.1 BUILDING PERMIT RENEWAL LETTER Dated: 9/10/2019 Applicant: Franco,Edmond Location: 15919 Route 25,East Marion Work Description: ADDITION/ALTERATION construct additions and alterations to existing single-family dwelling as applied for per DEC & Trustee approvals. A FEE OP$1054.50 S REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: Franco,Edmond Address: 20 E 9th St Apt 11B New York,NY 10003 The permit listed above has expired.No work is permitted or authorized beyond the expiration date. Please submit the above fee made payable to the Town of Southold. Mail to the Town of Southold-Building Department,P.O. Box 1179, Southold,New York 11971 kff I THAN YOU, I ?J� SOUTHOLD TOWN BUILDING DEPT. 4 7 J 50LJMD kllfi wcil+�r N:'7st• G?S E,_ ��rk t v APPROVED 8 . PLANNING BOA N . r6 TOWN OF SOt�T OLD J DAT _qL 9 M.'71'4'C� �,. e 44.45 • ` TION OR ADDITION ' TO THIS SURVEY IS A VIOLATION OF i Q� SECTION 7409 OF THE NEW YORK STATE EDUCATION LAW. COPIES'OF THIS SURVEY MAP NOT MAIM r THE LAND SURVEYOR'S INKED SEAL OR �� ^ �� 7µtBE A SEAL SHALL COPY.RE CONSLDEEED �-•{ '.O 8F A VALID TAUS CDPY. ? ^--^ GUARANTEES INDICATED HEREON SHALL RUN ONLY TO nit PERSON 3 PREPARED,AND ON FHIIS BEHALF OIt WHOM TOETHEE YES I TITLE COMPANY,GOVERNMENTAL AGENCY AND fi HOucse ;O�{ TLENDING THE ASSEtiIEES OF THE LEND{LdG"Ti. r" J TUTION.GUALWTEES ARE NOT TRAM&-MS E j ro ADDITIOTIAL INSTMMONs OR SUtstOUEN, YY �wnLEw ' 'Ilk id ' �J3 i s.'r ,��'3o w.• MAP Oir L_Ardn �'' S4Rtt•EY1� i�4i� - 5 VV(CK - - - AT OF Q$'• 3UFF'UL4. Cts, fAX Jv ... .. a' N r to Q 4 OF LOT r.Q } ji - _ .;•...r- rr-`_." ,t �I 7wf*Y ;' .ry-, � �. i.+ I;�:#. ;�lS+y �a'��N-.," `� •:y� .�'.r': - , T4f NQS; T. `�: t;• Amet clic der T ' •K• la ~ ,lir � {� -•"-;.it � �`��... I '. . ' •• ! � ,-.yi� .r�*.:,� rt•,•, ,yet• - �'�!/'►^��A ' � 1 is .s! .'ti^ -a, „ '%!1�!,;.' :.S 1` . ;7i '4� °�r � ti• �R1�:' '� ••` � "".y I' •1' ':V ��a4I "�f •Ff'. •..?�'t.'�'!'�}�'rr r•` R.. ,. 7 /^- ^i� - „� ,..�� „ . i '. f! ��y A`�'_`:�A "9ca�r'il•.'./vy�" !�1•�7/��4'+r �' _ ,� .1)!�� generated by REScheck-Web Software Compliance Certificate Project Franco House and Pool Energy Code: 2015 IECC Location: Suffolk County, New York Construction Type: Single-family Project Type: New Construction Orientation: Bldg. faces 180 deg. from North Conditioned Floor Area: 2,150 ft2 Glazing Area 30% �- Climate Zone: 4 (5999 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 15919 Main Road Edmond Franco Ryall Sheridan Architects East Marion, New York 11939 15919 Main Road 174 5th Avenue Suite 300 East Marion, New York 11939 New York, New York 10010 212-646-4343 6 r.e r. _ -a ',6 ..Y 1., 4^� ..:..{C:yr>. •iy �.F 5, .:....G ^fi' _Ik'... ..^.r?7`k-: ., •:_ -.. ..` :` , .,e a t;. �i ^_ '»:`.iM.G fie' ...,,«. :.f, { '%Y" 'g _<+. J '" Compliance 37.5%Better Than Code Maximum UA: 451 Your UA 282 Maximum SHGC. 0.40 Your SHGC 0.40 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home Envelope Assemblies Assembly Gross Area ceivity Cont. Perimeter Ceiling_Steep:Cathedral 775 27.0 15.0 0.024 19 Ceiling_Shallow:Cathedral 560 34.0 15.0 0.021 12 Ceiling: Flat or Scissor Truss 135 27.0 0.0 0.038 5 South Wall:Wood Frame, 16in.o.c. 570 20.0 15.0 0.030 12 Orientation: Front Window:Wood Frame,Triple Pane 150 0.190 29 SHGC: 0.40 Orientation: Front Door:Glass 3 SHGC:0.40 0 0.190 6 Orientation: Front North Wall:Wood Frame, 161n o.c. 880 20.0 15.0 0.030 17 Orientation: Back Window:Wood Frame,Triple Pane SHGC: 0.40 330 0.190 63 Orientation: Back West Wall:Wood Frame, 161n o.c. 475 20.0 15.0 0.030 10 Orientation: Left side Window:Wood Frame,Triple Pane SHGC: 0.40 80 0.190 15 Orientation: Left side Project Title: Franco House and Pool Report date: 07/18/17 Data filename: Page 1 of10 Assembly Gross Area Cavity Cont. or U-Factor UA Door: Glass SHGC: 0.40 60 0.190 11 Orientation: Left side East Wall: Wood Frame, 161n.o.c. 460 200 15.0 0 030 12 Orientation: Right side Window:Wood Frame,Triple Pane SHGC: 0.40 65 0.190 12 Orientation: Right side Floor:All-Wood joist/Truss Over Uncond Space 1,290 20.0 0.0 0.046 59 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 5.5.0 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date `y,ER E DARC'S'i S. R yq��✓ ,�� 4�0015010 E` 40 N ON Project Title: Franco House and Pool Report date: 07/18/17 Data filename: Page 2 of10 REScheck Software Version 5.5.0 Inspecti®n Checklist Energy Code: 2015 IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section # ' Pre-in'sgection/Plan Review Plans'Verified Field Verified & Re" .ID: :: F;~ =<',` ' =: ' ^.Va'll' Value Complies? Comments/Assumptions 103.1, 'Construction drawings and 103.2 documentation de monstrate a ?'4 y::'zs ,, _ =❑Complies Requirement will be met. s~ ,; e =';r [PR1]1 energy code compliance for the _ '"' '"'" '` Ah ` `"=11]Does Not 9-1 building envelope.Thermal " =>` ❑Not Observable Location on plans/spec: envelope represented on x `` ?''Ft ' Y. i A001,A510 construction documentsi . z ❑Not Applicable . s , 103.1, Construction drawings and '=_'r'7 ❑Com lies 103.2, documentation demonstrate • ' ' �-�' �� ' '�� '�-;-+`�-§ p� Requirement will be met. �" =;�';.-z'_:�'' _- ;��°�,,,a:n�.; ..:r❑Does 403.7 energy code compliance for n"' ; ``. J t^" ` '° Not [PR3 lighting systems =7 ` 3`"""_±" Obse l g ng and mechanical sys .;,� .�:" ,ate,, n. _ ❑Not rvable Systems serving {� .. ' Y mg multiple ❑Nof Applicable ,dwelling units must demonstrate ,compliance with the e IECC Commercial Provisions. 302:L:;i;=i Heating and cooling equipment is. Heating: Heating: ❑Complies Requirement will be met. sized per ACCA Manual 5 based Btu/hr Btu/hr ❑Does Not [PR2]?�•r+`yi on loads calculated per ACCA Cooling: Cooling: 'Location on plans/spec: ;;kv "; y, lrs Manual J or other methods Btu/hr Btu/hr []Not Observable ,A001 approved by the code official. ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2: Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Franco House and Pool Data filename: Report date: 07/18/17 Page 3 of 10 Section # Foundation Inspection Compties7 Comments/Assumptions & Req.ID 303.2.1 _ ,A protective covering is installed to ❑Complies Requirement will be met [F011]z protect exposed exterior insulation ❑Does Not and extends a minimum of 6 in below Location on plans/spec:A510 grade. ❑Not Observable ❑Not Applicable 403.9 Snow-and ice-melting system_controls,'❑Complies Exception: Requirement is not applicable. [FO12]2 'installed. ❑Does Not ❑Not Observable. ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2, Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Franco House and Pool Report date: 07/18/17 Data filename: Page 4 of 10 Section # Framing/Rough-In Inspection Plans Verified Field Verified Complies? Comments/Assumptions tions & Req.ID Value Value P 402 1.1, Glazing L1-factor(area-weighted U- U- ❑Complies See the Envelope Assemblies 402.3.1, average). ❑Does Not table for values. 402 3.3, 402.3 6, ❑Not Observable 4025 ❑Not Applicable [FR2]1 tee• 303.1.3 U-factors of fenestrationp roducts ^ '❑ --` - Complies Requirement will be met [FR4]1 are determined in accordance , , with the NERC test procedure or ) r ? 4 :ps ❑Does Not 't_ "' ;❑Not Observable Location on plans/spec: taken from the default table. ' []Not Applicable A010 402 4.1 1 Air barrier and thermal barrier : [FR23]1 installed per manufacturer's f :;~,, m? ;• ❑Complies Requirement will be met instructions. p x' ' =�❑Does Not Location on plans/spec: ❑ Not Observable A001 i. ;.; -3❑Not Applicable 402.4.3 Fenestration that is not site built z. " 1 s:- ,❑Complies Requirement will be met. [FR20] 'is listed and labeled as meeting %: •? :., "'" '❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 or has infiltration ratesNFRC er [' "• • ' E]Not Observable 400 thatP = _ ` ;;'`' . _ do not exceed code I❑Not Applicable limits. 402.14.5,, ^.11C-rated recessed lighting fixtures";, Exce 4sealed at housing/interior finish `p`."° - ;p ❑Complies ption: Requirement is "^',and labeled to indicate s2.0 cfm ❑Does Not not applicable. :r• ` !•" ;leakag ` `f ❑Not Observable eat 75 Pa. �-, - - -d:�,'_t-�;. '' e.., s, '^"u. ❑Not Applicable 403.2.1 'Supply and return ducts in attics ,e =.;❑Complies Exception: Ducts located [FR12]1 insulated >=R-8 where duct is '>=3 inches m ❑Does Not completely i diameter and>_ :• ;= '` .' ` ';xmt=•y;. ," building envelop . the R-6 where <3 inches. Supply ands ={ ❑Not Observable , return ducts in other portions of ir''. - ?. ;❑Not Applicable ,the building insulated>=R-6 for diameter>=3 inches and R-4.2 for<3 inches in diameter. ;`- 403:3:3:5 ;Building cavities are not used as ,^❑Complies Requirement will be met. [F45j3` ,ducts or plenums. _:` :• S r ;❑Does Not '❑Not Observable Location on plans/spec: A001 _ a°:':;• 'A ..j❑Not Applicable 403':4`2 its HVAC piping conveying fluids R- R-4 ❑Complies Requirement will be met. (FR17]•, v,above 105-F or chilled fluids '❑Does Not „cy -below 55°F are insulated to >_R- Location on plans/spec: 1 3. ❑Not Observable A001 "' .'y ''~r"i•t ❑Not Applicable 403.4.1 Protection of insulation on HVAC }{ "- -. ;❑Complies Requirement will be met. [FR24]1 piping. V ❑Does Not g Location on plans/spec: ❑Not Observable •A001 �❑Not Applicable 403:5,3': i Hot water pipes are insulated to R- R-, ❑Complies Requirement will be met. ❑Does Not ,'„'•” ❑Not Observable Location on plans/spec: ❑Not ApplicableA001 403:6` ❑ "'Automatic or gravity dampers are '' = ' - [„ ;•;;,e,, .: Complies Requirement will be met i nstalled on all outdoor air s, <-.r• ; j❑Does Not t `y;intakes and exhausts. ❑Not Observable Y r ;❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Franco House and Pool Report date: 07/18/17 Data filename: Page 5 of10 I I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Franco House and Pool Report date: 07/18/17 Data filename: Page 6 of 10 Section # Insulation Inspection Plans Verified Field Verified Complies? Comments/Assumptions & Req.ID Value Value tions P 303.1 All installed insulation is labeled -�❑Com plies Requirement will be met. [IN13]2 or the installed R-values =❑Does Not provided. ❑Not Observable .:❑Not Applicable 402.1.1, Floor insulation R-value. R- R- M ❑Complies See the Envelope Assemblies 402.2.6 ❑ Wood ❑ Wood ❑Does Not table for values [IN111 €a ❑ Steel ❑ Steel ❑Not Observable ❑Not Applicable 303.2, Floor insulation installeder P :❑Com 402.2.7 manufacturer's instructions and f• r' plies Requirement will be met. [IN2)1 in substantial contact with the :'=- rR= �4" ❑Does Not —9* underside of the subfloor,or floor ;F> "2f _-_ >' ` '0- ),°,`,:'.'❑Not Observable Location on plans/spec: framing cavity insulation is in ,`❑NotA hcable contact wi Y `, i PP th the top side of ;: #' ..'. :°;.- :. . sheathing,or continuous ¢., c<1 insulation is installed on the underside of floor framing andi='='4 - extends from the bottom to the top of all perimeter floor framing : members. 402.1.1, Wall insulation R-value If this is a R- � R- ❑Complies See the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the ❑ Wood ❑ Wood ❑Does Not table for values 402.2.6 wall insulation on the wall [IN3)1 exterior,the exterior insulationElMass ❑ Mass ❑Not Observable ; ..g requirement applies(FR10). .❑ Steel ❑ Steel ❑Not Applicable 303.2 Wall insulation is installed per 'y 4"" "" •`;r::'=; ❑ [IN4]1 manufacturer's instructions. 5 , Complies Requirement will be met. S, `iN ~; ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Franco House and Pool Report date: 07/18/17 Data filename: Page 7 of 10 Section # Final Inspection Provisions Plans Verified Field Verified Complies? Comments/Assumptions Mons & Req.ID Value Value P 402 1.1, Ceiling insulation R-value. R- R- ❑Complies See the Envelope Assemblies 402 2.1, ❑ Wood ❑ Wood ❑Does Not table for values 402.2.2, 40226 ❑ Steel ❑ Steel ❑Not Observable [FI1]1 ❑Not Applicaole 303.1 1.1, Ceiling insulation installed per +i _ ;❑Complies Requirement will be met. 303.2 manufacturer's instructions. ',[]Does Not [FI2]1 Blown insulation marked every 300 ftz. ;❑Not Observable 5❑Not Applicable 403.2.3; ;Vented attics with air permeable 'insulation include baffle adjacent 0❑Complies Exception: Requirement is ,to soffit and eave vents that "".h 5.. ;❑Does Not not applicable. ..<.° extends over insulation "f- - i:-a:,>;;•_r,_=:.:. 5{❑Not Observable , ❑Not Applicable 402.2.4 Attic access hatch and door R- R- ❑Complies 'Requirement will be met. [FI3]1 insulation >_R-value of the ❑Does Not adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50 =_ ACH 50 = ❑Complies Requirement will be met. [F[17]1 .ach in Climate Zones 1-2,and ❑Does Not <=3 ach in Climate Zones 3-8 ❑Not Observable ❑Not Applicable 403.2.3 Duct tightness test result of<=4 cfm/100 cfm/100 ❑Complies Exception:All ducts and air [FI4]1 cfm/100 ft2 across the system or ftz ft2 <=3 cfm/100 ft2 without air ❑Does Not handlers are located within'handler @ 25 Pa. For rough-in ❑Not Observable conditioned space. tests,verification may need to ❑Not Applicable occur during Framing Inspection. 403.3.2 Ducts are pressure tested to cfm/100 cfm/100 []Complies Exception:All ducts and air [FI27]1 'determine air leakage with ftz ftz ,either: Rough-in test:Total ❑Does Not handlers are located within .leakage measured with a ❑Not Observable •conditioned space. ,pressure differential of 0.1 inch ❑Not Applicable ,w.g. across the system including ,the manufacturer's air handler enclosure if installed at time of test. Postconstruction test,Total ,leakage measured with a Pressure differential of 0.1 inch ,w.g.across the entire system including the manufacturer's air handler enclosure. 403.3.2.1 ;Air handler leakage designated ' ;'*❑Complies 'Requirement will be met. [FI24]1 ;by manufacturer at2%/o of '❑Does Not "'''' design airflow. �r,�"� - �,•�;;.a:_�. '�. ; .:`;. r °. r�'``: :.,§`t ❑Not Observable UNot Applicable 403:1:1 ',Programmable thermostats t _~_ T I❑Complies Requirement will be met. [Flop "` installed for control of primary s, _': , heating and cooling systems and ❑Does Not initially set by manufacturer to '�`'.5=_ {=r=° » ❑Not Observable code specifications. i❑Not Applicable 403=12,: Heat pump thermostat installed ,, ;❑ 'on heat um s, t=' „ " _„ Complies Requirement will be met. p p 4, x._,. "❑Does Not s•: ,R€ d� ',❑Nat Observable , ,•, ):;' .' j .;" '❑Not Applicable 403':5a;t`:uCirculatmg service hot water t !systems have automatic or `;-�,j r T❑Complies Exception: Requirement is accessible manual controls. F~ ;- `Y,R ez:z a❑Does Not not applicable. ), ~' i❑Not Observable []Not Applicable 1 High Impact(Tier 1) 2• Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Franco House and Pool Report date: 07/18/17 Data filename: Page 8 of 10 Section # Final Inspection Provisions Plans Verified Field Verified Complies? �Comm�ents/A�ssuions& Re .ID Value Value 403.6:1 All mechanical ventilation system ❑Com [FI257z 'fans not part of tested and listed ❑ ~ a °�.*_:=: `.;,? .h -h;---F:. •`"_ Plies Exception: Requirement is _ Does Not not applicable. HVAC equipment meet efficacy , and air flow limits. []Not Observable ❑Not Applicable 403;2Hot water boilers supplying heat : 3v „ „❑Com lies (FI26]2 through one-or two-pipe heating �' h` p Exception: Requirement is systems have outdoor setback Y:r. _r y^ .t v,= ❑Does Not not applicable. ;control to lower boiler water '❑Not Observable rature based =ry tempe on outdoor ❑Not Applicable ,temperature. - 403:5:1.1 'Heated water circulation systems ?-` 'a�Vti' "^'°" V`' 't' '" ;❑Com lie [FI28I3 'have a circulation pump.The Exception:Requirement is ;i system return pipe is a dedicated ' `"' '4"" ' `" ;., ❑Does Not not applicable. 'return i : ;:; w< ,.: p pe or a cold water supplyta ,"Y s °' 4 ;❑Not Observable K.'pipe.Gravity and thermos- ''[]Not Applicable ' -'syphon circulation systems are :not present.Controls for , circulating hot water system a'. 'Pumps start the pump with signal _ . "•. 'I>r:'`` • ;for hot water demand within the occupancy.Controls R. `='• �-- "�_•`" `-`a' -automatically turn offthe pump when water is in circulation loo -is at set oft ;'.a set-point temperature and and for hot wa : y n:''• n,;;:-. , ;no dem ter exists. , : ._,,,. ,':,.:. •;:., 403i5e'1:2?Electric heat trace systems [FI29]2 ' 'comply with IEEE 515.1 or UL h `tL f❑Complies Exception: Requirement is y' �, � >❑Does Not not applicabl „515.Controls automatically �"k '"w-` 4 = v,;F ; e. ry^ 'ryad�ust the energy input to the 'r ;e ; .fi: y ``.` _,;;. ':;:x F` . ❑Not Observable heat tracing to maintain the ❑Not A 9 �s Applicable ;yah, desired water temperature in the Piping. 40352or3<Water distribution systems that t=k74, v: gi , .a yam,st ',s ❑Com lies E [FI30]?��=.have recirculation um s that �=_' s' ' jt .`s•�: {❑ P 'Exception: Requirement is p P -' Does Not not applicable. pump waterfrom a heated water '`$ =s•rv`' _ ' '`''.'`~ back to • .<q:_ y: } . ,supply pipe the heated �` � -�"^� - ;•' ... `�- --❑Not Observable 'water through a cold +❑NsourceotApplicable c}water supply Pipe have a '': demand recirculation water `a,„ -„system. Pumps have controls that manage operation ' ' 9 P n of the pump and limit the temperature of the water entering :!water piping to 104°F. :40315`.4£: `Dra recovery units in water heat r p, ;❑Com lies Exce [FI31]?';`.,-:tested in accordance with CSA p ption: Requirement is zf a 855.1. Potable water-side '_ ?_ '; `£ ''” E"%'':• z ,>;• ti ❑Does Not not applicable. pressure Observable p loss of drain water heat a ;, ., <.,,, :r, •._ .. b.p Y7 ❑Not -recovery ? ' ° units <3 psi for j. ,?p_` 4 cq;`�-?:- �❑Not Applicable v individual units connected to one is k.,.. or two showers. Potable water- side pressure loss of drain water z.,r }•;4;y'r ;heat recovery units<2 psi for X. • `,.3 ;individual units connected to 4" '+''iY ``,."`, e or more };, 4' three a showers. 403:10.2 t777-777 Readily accessible switch on = , - =c+`.* FI12 `` '= z;`' °, ❑Complies 'Requirement [ ]3 :heaters for swimming pools or �`•cJ,'' ,'� ::�1 tl ::.;,: sf=; °:�;. q will be met. j❑Does Not permanent in spas. '• 5`'' _ Location on plans/spec: Switch operation does not "-¢. _' 't' 'g ❑Not Observable change heater thermostat ,`_` ❑Not Applicable setting. Heater circuit breaker is ra`° _- 3*e•k` ;'M_`` :'"F installed independent of switch. 'z "` r``'✓ 'Gas-fired heat ers equipped with �'Rr. `ignition pilots that are not •F „s continuously burning pilots. 1 High Impact(Tier 1) 2•; Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Franco House and Pool Report date: 07/18/17 Data filename: Page 9 of 10 Section # Final Inspection Provisions Plan�Verlfie�dFi�eldVerified Complies? Comments/Assum tions &Req.IDe P 403.10.3 'Timer switches or other .;❑Complies Requirement will be met. [F[19]3 automatic preset schedule =a _ ❑Does Not control method are installed on Location on plans/spec: heaters and pumps serving pools r',, "❑Not Observable A100 and permanent ;:g ` ' ❑Not Applicable 403.10.4 Outdoor heated pools and ='i❑Com hes Requirement will be met [FI20]3 outdoor permanent spas have a s❑Does Not vapor retardant cover. `❑Not Location on plans/spec: Observable A100 ❑Not Applicable 404.1 75%of lamps in per ` " '°;° "`" ''` 7';.h ,` ❑Com lies 1 a rr= '.¢'- _`;` "s`u-' '`^ P Requirement will be met. [F16] fixtures or 75%ofPermanent =❑Does Not fixtures have high efficacy lamps.r•: - "" :; y,_ ' Location on la _'a:' —]Not Observable A001 P ns/spec: Does not apply to low-voltage . }._ r '' ' lighting t • 'sy' ;T r.• -+❑Not Applicable 404.1.1 'Fuel gas lighting systems have _: . - : ,r`'•� ) Complies Exception: Requirement is [F123]3 'no continuous pilot light. I.. x"'' !P' -° :'❑ Does Not not applicable. ;❑Not Observable i❑Not Applicable .,4013, ;Compliance certificate posted, ❑Com lies P Requirement will b a met. 'E]Doe= . ',� .,t,u• 'rn�:::� ,.,` s Not ❑Not Observable ❑Not Applicable ,h+ 303.3 'Manufacturer manuals forEl ."' Complies m p Com lies Re uirement will be et. [Fi18]3 'mechanical and water heating q '❑Does Not systems have been provided. .a,• _ ' r '. ,Y <`. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) `2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Franco House and Pool Report date: 07/18/17 Data filename: Page 10 of10 201 "--iz tIECC, Energy Efficiency CerUfficate Above-Grade Wall 35.00 Below-Grade Wall 0.00 Floor 20.00 Ceiling /Roof 42.00 Ductwork(unconditioned spaces): Window 0.19 0.40 Door 0.19 0.40 gm, Null Heating System: Cooling System: Water Heater: =Ell Name: Date: Comments Generated by REScheck-Web Software Compliance Certificate Project- Franco House and Pool Energy Code: 2015 IECC ( \/ I D Location: Suffolk, New York ® Construction Type: Single-family OCT 1 2 2017 Project Type: New Construction Orientation: Bldg. faces 180 deg. from North $)rLT Conditioned Floor Area: 2,420 ft2y� 'tr'41'v�" DEPT. Glazing Area 30% TOWN OF SO T HOL D Climate Zone: 6 (7753 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 15919 Main Road Edmond Franco Ryall Sheridan Architects East Marion, New York 11939 15919 Main Road 174 5th Avenue Suite 300 East Marion, New York 11939 New York, New York 10010 Compliance: 34.4%Better Than Code Maximum UA: 413 Your UA: 271 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home Envelope Assemblies Gross Area Cavity Cont. Perimeter Ceiling: Flat or Scissor Truss 150 27.0 0.0 0.038 6 Ceiling_Steep: Cathedral 350 27.0 15.0 0.024 8 w _ Ceiling_Shallow: Cathedral 520 34.0 15.0 0.021 11 South Wall:Wood Frame, 16in. D.C. 570 20.0 15.0 0.030 12 Orientation: Front Door: Glass 30 0.143 4 Orientation: Front Window:Wood Frame,Triple Pane 150 0.190 29 Orientation: Front North Wall:Wood Frame, 16in.o.c. 1,006 20.0 15.0 0.030 20 Orientation: Back Window:Wood Frame,Triple Pane 355 0.143 51 Orientation: Back West Wall:Wood Frame, 16in.o.c. 530 20.0 15.0 0.030 11 Orientation: Left side Door: Glass 60 0.143 9 Orientation: Left side Window:Wood Frame,Triple Pane 104 0.143 15 Orientation: Left side East Wall:Wood Frame, 16in. D.C. 530 20.0 15.0 0.030 13 Orientation: Right side Window:Wood Frame,Triple Pane 90 0.143 13 Orientation: Right side Project Title: Franco House and Pool Report date: 09/28/17 Data filename: Page 1 of10 Gross Area Cavity Cont. Perimeter Floor:All-Wood joist/Truss Over Uncond.Space 1,505 20.0 0.0 0.046 69 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist /-z Name- itle Signature qA Date .1f.REDAjQr% S. RYq��✓��O ' IDA 11 �°• 01500 �`� t` -4O O R N g�4V Project Title: Franco House and Pool Report date: 09/28/17 Data filename: Page 2 of 10 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2015 IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value -Complies?- Comments/Assumptions &Req.ID ' 103.1, ;Construction drawings and ❑Complies :Requirement will be met. 103.2 !documentation demonstrate ❑Does Not [PR1]1 :Location on plans/spec: !energy code compliance for the 01 :building envelope.Thermal ❑Not Observable A0011 A510 envelope represented on ❑Not Applicable !construction documents. 103.1, :Construction drawings and i ❑Complies :Requirement will be met. 103.2, documentation demonstrate I ❑Does Not 403.7 ;energy code compliance for [PR3]1 ;lighting and mechanical systems. ❑Not Observable U lSystems serving multiple ❑Not Applicable ;dwelling units must demonstrate ! (compliance with the IECC !Commercial Provisions. I 1 302.1, ;Heating and cooling equipment is I Heating: Heating: ;❑Complies !Requirement will be met. 403.7 Isized per ACCA Manual S based ! Btu/hr ! Btu/hr !❑Does Not ! [PR2]2 !on loads calculated per ACCA Cooling: ! Cooling: ! !Location on plans/spec: J Manual J or other methods ! Btu/hr ! Btu/hr !❑Not Observable lA001 I approved by the code official. i :❑Not Applicable ! ! ! ! Additional Comments/Assumptions: J 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Franco House and Pool Report date: 09/28/17 Data filename: Page 3 of 10 Section # Foundation Inspection Complies? s Comments/Assumptions &Req.ID 303.2.1 ;A protective covering is installed to ;❑Complies :Requirement will be met. [F011]z protect exposed exterior insulation :❑Does Not land extends a minimum of 6 in. below : :Location on plans/spec:A510 U ;grade. :❑Not Observable ❑Not Applicable 403.9 ' ;Snow-and ice-melting system controls;❑Complies ;Exception: Requirement is not applicable. [FO12]2 Cinstalled. ;❑Does Not J {❑Not Observable; ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Franco House and Pool Report date: 09/28/17 Data filename: Page 4 of 10 Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, ;Glazing U-factor(area-weighted U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1, average). ;❑Does Not tab/eforvalues. 402.3.3, ;❑Not Observable 402.5 6 ; ;❑Not Applicable [FR2]1 303.1.3 ;U-factors of fenestration products ❑Complies ;Requirement will be met. [FR4]1 :are determined in accordance ❑Does Not V ;with the NFRC test procedure or ;Location on plans/spec: ;taken from the default table. ❑Not Observable A010 ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier ❑Complies :Requirement will be met. [FR23]1 I installed per manufacturer's ❑Does Not U ;instructions. ❑Not Observable ;Location on plans/spec: j []Not Applicable 0001 402.4.3 ;Fenestration that is not site built .. ❑Complies !Requirement will be met. [FR20]1 :is listed and labeled as meeting ❑Does Not :AAMA/WDMA/CSA 101/I.S.2/A440 j or has infiltration rates per NFRC ❑Not Observable 400 that do not exceed code ❑Not Applicable limits. 402.4.5 ;IC-rated recessed lighting fixtures ; ❑Complies ;Exception: Requirement is [FR16]2 sealed at housing/interior finish ❑Does Not !not applicable. and labeled to indicate:52.0 cfm ;leakage at 75 Pa. ❑Not Observable ❑Not Applicable ; 403.2.1 ;Supply and return ducts in attics ❑Complies ;Exception: Ducts located [FR12]1 insulated >=R-8 where duct is ❑Does Not completely inside the U >=3 inches in diameter and >_ !building envelope. R-6 where<3 inches. Supply and ❑Not Observable return ducts in other portions of ❑Not Applicable ;the building insulated >= R-6 for :diameter>=3 inches and R-4.2 ; .for< 3 inches in diameter. 1 403.3.3.5 ;Building cavities are not used as JE]Complies :Requirement will be met. [FR15]3 !ducts or plenums. ❑Does Not J :Location on plans/spec: ❑Not Observable 0001 ❑Not Applicable 403.4 ;HVAC piping conveying fluids R- R- ;❑Complies :Requirement will be met. [FR17]2 above 105°F or chilled fluids ;❑Does Not below 55 QF are insulated to zR- :Location on plans/spec: �J 3 ; ; ;❑Not Observable IA001 ;❑Not Applicable 403.4.1 ;Protection of insulation on HVAC ❑Complies :Requirement will be met. [FR24]1 1 piping. ❑Does Not U ; ❑Not Observable Location on plans/spec: ❑Not Applicable IA001 403.5.3 ;Hot water pipes are insulated to ; R- ; R- ;❑Complies ;Requirement will be met. [FR18]2 1>_R-3. :❑Does Not ❑Not Observable g001tion on plans/spec: ❑Not Applicable 403.6 ;Automatic or gravity dampers are ❑Complies ;Requirement will be met. [FR19]2 ;installed on all outdoor air 1 ❑Does Not intakes and exhausts. R❑Not Observable ; ❑Not Applicable ' Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Franco House and Pool Report date: 09/28/17 Data filename: Page 5 of 10 I I I High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Franco House and Pool Report date: 09/28/17 Data filename: Page 6 of 10 section Plans Verified Field Verified # Insulation Inspection ' Value Value Complies? 'Comments/Assumptions & Req.ID 303.1 ,All installed insulation is labeled ❑Complies ;Requirement will be met. [IN13]2 or the installed R-values ❑Does Not ;provided. ;❑Not Observable i❑Not Applicable 402.1.1, ;Floor insulation R-value. I R- R- ;❑Complies ;See the Envelope Assemblies 402.2.6 ;❑ Wood ;❑ Wood ;❑Does Not table for values. [IN1] U 1 ❑ Steel ❑ Steel UNot Observable ❑Not Applicable 303.2, ;,Floor insulation installed per ❑Complies ;Requirement will be met. 402.2.7 manufacturer's instructions and ❑Does Not [IN2]1 :in substantial contact with the !Location on plans/spec: underside of the subfloor,or floor ❑Not Observable IA510 framing cavity insulation is in ❑Not Applicable ; contact with the top side of ;sheathing,or continuous insulation is installed on the ;underside of floor framing and " extends from the bottom to the top of all perimeter floor framing „ members. 402.1.1, :Wall insulation R-value. If this is a; R- R- l❑Complies ;See the Envelope Assemblies 402.2.5, :mass wall with at least 1/2 of the ❑ Wood ;❑ Wood ;❑Does Not :table for values. 402.2.6 ;wall insulation on the wall ;❑ Mass ❑ Mass :❑Not Observable [IN3]1 ;exterior,the exterior insulation ; I requirement applies(FR10). ❑ Steel i❑ Steel I❑Not Applicable I 303.2 ;Wall insulation is installed per ,❑Complies :Requirement will be met. [IN4]1 !manufacturer's instructions. ❑Does Not IE]Not Observable J❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Franco House and Pool Report date: 09/28/17 Data filename: Page 7 of 10 section Plans Verified Field Verified # Final Inspection Provisions Complies? Comments/Assumptions &Req.ID Value Value , 402.1.1, ;Ceiling insulation R-value. ; R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ;❑ Wood ;❑ Wood ;❑Does Not Mable for values. 402.2.2, ❑ 402.2.6 Steel E] Steel ;❑Not Observable ; , [FII]1 I ; ; ;❑Not Applicable i 303.1.1.1,;Ceiling insulation installed per ❑Complies ;Requirement will be met. 303.2 manufacturer's instructions. ❑Does Not [FI2]1 :Blown insulation marked every 300 ftz. ❑Not Observable j❑Not Applicable ; 402.2.3 (Vented attics with air permeable 3❑Complies ;Exception: Requirement is [FI22]2 !insulation include baffle adjacent ❑Does Not !not applicable. to soffit and eave vents that " r ❑Not Observable Iextends over insulation. j ❑Not Applicable 402.2.4 ;Attic access hatch and door ; R- ; R- ;❑Complies !Requirement will be met. [FI3]1 hnsulation zR-value of the I QDoes Not adjacent assembly. ;❑Not Observable ; ;[]Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ; ACH 50= ; ACH 50 = ;❑Complies ;Requirement will be met. [FI17]1 each in Climate Zones 1-2,and ❑Does Not <=3 ach in Climate Zones 3-8. f ; ;❑Not Observable ;❑Not Applicable 403.2.3 ;,Duct tightness test result of<=4 ; cfm/100 ; cfm/100 ;❑Complies ;Exception:All ducts and air [F[4]1 cfm/100 ft2 across the system or 1 ftz ftz ;❑Does Not handlers are located within <=3 cfm/100 ft2 without air i :conditioned space. handler @ 25 Pa. For rough-in :❑Not Observable tests,verification may need to ; ;❑Not Applicable ; occur during Framing Inspection. 403.3.2 ;Ducts are pressure tested to ; cfm/100 ; cfm/100 ;❑Complies ;Exception:All ducts and air [FI27]1 determine air leakage with ftz ftz :❑Does Not handlers are located within (either: Rough-in test:Total :conditioned space. leakage measured with a ; ❑Not Observable :pressure differential of 0.1 inch ;❑Not Applicable ; w.g.across the system including ;the manufacturer's air handler enclosure if installed at time of I ;test. Postconstruction test:Total !,leakage measured with a pressure differential of 0.1 inch I 1w.g,across the entire system ;including the manufacturer's air (handler enclosure. I 403.3.2.1 ;Air handler leakage designated ❑Complies ;Requirement will be met. [FI2411 I by manufacturer at<=2%of ❑Does Not design air flow. ❑Not Observable ❑Not Applicable 403.1.1 ;Programmable thermostats ❑Complies ;Requirement will be met. [FI9]Z ;installed for control of primary ❑Does Not heating and cooling systems and ? initially set by manufacturer to ❑Not Observable I code specifications. ❑Not Applicable ; 403.1.2 ;Heat pump thermostat installed `! ❑Complies ;Requirement will be met. [F1 10]2 ;on heat pumps. 3❑Does Not f❑Not Observable ; ❑Not Applicable 403.5.1 ;Circulating service hot water ]❑Complies ;Exception: Requirement is [F111]2 ]systems have automatic or , : I❑Does Not not applicable. ;accessible manual controls. ❑Not Observable { I E v, J❑Not Applicable 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 1 3, Low Impact(Tier 3) Project Title: Franco House and Pool Report date: 09/28/17 Data filename: Page 8 of 10 section Plans'Verified Field Verified # Final lnspection'Provisions Value Value Complies? Comments/Assumptions &Req.ID 403.6.1 ;All mechanical ventilation system ❑Complies ;,Exception: Requirement is [F[25]2 fans not part of tested and listed '❑Does Not not applicable. HVAC equipment meet efficacy ,and airflow limits. [-]Not Observable i❑Not Applicable 403.2 + Hot water boilers supplying heat ❑Complies ;Exception: Requirement is [17I26]2 through one-or two-pipe heating 1 ❑Does Not not applicable. `systems have outdoor setback control to lower boiler water ❑Not Observable temperature based on outdoor ❑Not Applicable temperature. 403.5.1.1 );Heated water circulation systems ❑Complies ;,Exception: Requirement is [F[28]2• !have a circulation pump.The ± 1EIDoes Not not applicable. system return pipe is a dedicated return pipe or a cold water supply ❑Not Observable pipe. Gravity and thermos- ,❑Not Applicable ,syphon circulation systems are ; ;not present. Controls for f, ; 7 circulating hot water system pumps start the pump with signal ;for hot water demand within the ; !occupancy. Controls i automatically turn off the pump ; Iwhen water is in circulation loop is at set-point temperature and j no demand for hot water exists. 403.5.1.2 ;Electric heat trace systems ; ❑Complies :Exception: Requirement is [FI29]2 lcomply with IEEE 515.1 or UL ❑Does Not not applicable. 1515.Controls automatically !adjust the energy input to the ; ❑Not Observable heat tracing to maintain the ❑Not Applicable ; desired water temperature in the i piping. 403.5.2 Water distribution systems that ; ❑Complies ;Exception: Requirement is [F130]2 have recirculation pumps,that y❑Does Not not applicable. ;pump water from a heated water supply pipe back to the heated ❑Not Observable .water source through a cold ❑Not Applicable ; ;water supply pipe have a 5 !demand recirculation water system. Pumps have controls ;that manage operation of the pump and limit the temperature ' 'of the water entering the cold t ;water piping to 100F. 403.5.4 '!Drain water heat recovery units ❑Complies ;,Exception: Requirement is [F[31]2 Itested in accordance with CSA ❑Does Not not applicable. IB55.1. Potable water-side pressure loss of drain water heat ❑Not Observable I recovery units < 3 psi for ❑Not Applicable individual units connected to one ;or two showers. Potable water- `side pressure loss of drain water t ;heat recovery units< 2 psi for ; individual units connected to three or more showers. i I 403.10.2 i Readily accessible switch on ❑Complies ;Requirement will be met. [FI12]3 heaters for swimming pools or ❑Does Not `permanent in-ground spas. j ❑Not Observable ;Location on plans/spec: ,Switch operation does not ,A100 change heater thermostat ; ' ❑Not Applicable ; ;setting. Heater circuit breaker is ; installed independent of switch. !Gas-fired heaters equipped with ignition pilots that are not continuously burning pilots. , 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Franco House and Pool Report date: 09/28/17 Data filename: Page 9 of 10 Section Plans Verified Field,Verified - # Final Inspection Provisions Value Value Complies? Comments/Assumptions' &Req.ID 403.10,3 'Timer switches or other ❑Complies ;Requirement will be met. [FI19]3' !automatic preset schedule ❑Does Not :control method are installed on iLocation on plans/spec: heaters and pumps serving pools ❑Not Observable A100 land permanent ❑Not Applicable ; 403.10.4 ';Outdoor heated pools and ❑Complies ;Requirement will be met. [F120]3 !outdoor permanent spas have a ❑Does Not ;vapor retardant cover. :Location on plans/spec: I ❑Not Observable IA100 iE]Not Applicable 404.1 '75%of lamps in permanent ❑Complies ;Requirement will be met. [FI6]1 Mixtures or 75%of permanent i ❑Does Not ;fixtures have high efficacy lamps. ; ;Location on plans/spec: Does not apply to low-voltage ❑Not Observable A001 lighting. ❑Not Applicable ; 404.1.1 ;Fuel gas lighting systems have ❑Complies ;Exception: Requirement is [FI23]3 no continuous pilot light. ❑Does Not !not applicable. llJ ; I ❑Not Observable ❑Not Applicable 401.3 Compliance certificate posted. ❑Complies ;Requirement will be met. [FI7]2 i ❑Does Not ❑Not Observable ❑Not Applicable 303.3 ;,Manufacturer manuals for ❑Complies ;Requirement will be met. [FI18]3 i mechanical and water heating ❑Does Not ;systems have been provided. ; ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Franco House and Pool Report date: 09/28/17 Data filename: Page 10 of 10 215 IECC Energy Efficiency ertifi t Insulation . Above-Grade Wall 35.00 Below-Grade Wall 0.00 Floor 20.00 Ceiling/ Roof 49.00 Ductwork(unconditioned spaces): Glass&D.. • Window 0.14 Door 0.14 CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments I I I RYALL SHERIDAN ARCHITECTS 'I 174 5TH AVENUE,SUITE 300 " NEW YORK,NY 10010 646-809-4343 www ryallsheridan com I' Oz(e N/wx (o3 B > &-j L410 I I I //L 1 4'-6 5/8" 2'-3" lo 01,1/4%01 1/4", 71- .— 11 LO 1'-01/2' � F- _ II 11 II 10" ---Cl) `n ol 511 CP LO zo CD N LO to -J N EL II '— I II II � UP II L I B- Section A-Elevation Alternating Tread Stair Plan- 15919 MAIN ROAD Rec Room Loft East Marion, NY 12.13.2018 Alternating Tread Storage Access Stair m , 1/2'=V-0" m , I SK-051 QI � I I �� TEST HOLE DATA FRANCO TEST HOLE PERFORMED BY HOUSE MCDONALD GEOSCIENCE, 7/28/17 STEEL OR WOOD FENCE POST STEEL OR WOOD FENCE POST Exist. GRADE EL. 11.2' @ 10' MAX SPACING W/WIRE @ 10' MAX SPACING W/WIRE SUPPORT, 35" MAX HEIGHT SUPPORT. 36" MAX HEIGHT Dark brown loam OL 1.0' 15919 Main Road GEOTEXTILE FILTER FABRIC GEOTEXTILE FILTER FABRIC East Marion, NY 11939 SECURED TO UPSTREAM SIDE SECURED TO UPSTREAM SIDE 8"THICK PRECAST CONCRETE Brown sandy silt ML OF POST/TOWARDS EARTH OF POST/TOWARDS EARTH TRAFFIC BEARING SLAB CONCRETE COVER DISRUPTION DISRUPTION IliGRADE 4.0' REVISION DATE co e °fl r REVISION#1 10.06.2017 Pale brown fine sand SP ®® ffl O O Q ®® ® ® ® DRAINAGE PIPE(TYP.)AS NOTEI7 ' 4"X6"TRENCH W/ 3/4" MIN, DRAIN Pale brown silty sand SM COMPACTED BACKFILL ; — ROCK o ®® ® ® LEACHING RING APRECAST S NOTED 10.1' ®® ® ® CLEAN SAND& Oz Mn M®® ® —GRAVEL TRENCH DETAIL INSTALLATION W/O TRENCH - - K— k;d—= Water in pale brown NOTE; CLEAN SAND&GRAVEL , silty sand SM 1. SILT FENCE SHALL BE PLACED ON SCLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY, 2. INSPECT&REPAIR FENCE AFTER EACH STORM EVENT&REMOVE SEDIMENT WHEN NECESSARY. MAINTAIN 9" MAX GROUND RECD STORAGE HT WATER 2'-0"MIN AS NOTED 17' SITE PLAN DATA 3. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT OFF-SITE&CAN NOTE: OWNER: BE PERMANENTLY STABILIZED WATER ENCOUNTERED 10,1Edmond Franco BELOW SURFACE ADDRESS: 15919 Main Road DRAINAGE CALCULATIONS & DRYWELL SCHEDULE East Marion, NY 11939 SILT FENCE DETAIL LEACHING POOL TYPICAL SECTION SUFFOLK COUNTY TAX# A not tc scale B not to scale AREA DRYWELL(precast storm ring) 1000-23-01-8.1 H S E D' ON DW#1 LOT AREA: orth oo Area 2,173 acres 705 ft2*2 in ,17ft = 120 ft3 required capacity 8'-0"dia3 x 4'-0" deep 94,636 ft2 ( ) q p tY = 168 ft provided capacity CLEARING LIMITS AREA: f964 frea =1ty DW#2 24,180 ft2 (,17ft)= 164 ft8'-0"dia. x 4'-0" deep = 168 ft3 provided capacity PROP. GARAGE DW#3 d� Roof Area 8'-0"dia, x 4'-0" deep N 675 ft2*2 in (17ft) = 115 ft3 required capacity = 168 ft3 provided capacity Tax Map #1000-23-01-11.3 o LAND NOW OR FORMERLY OF 'N JOYCE A. ORRIGO _— PROP. COVERED UTILITY DW#4 VEL DRIVEWAY _-�-,—.------- EXIST GRA N21°21'10"W RoofArea 8'-0"dia, x 4'-6" deep TO REMAIN 360 ft2* 2 in .17ft =61 ft3 required capacity 3 ( ) q p tY = 190ft provided capacity ----_--.-_—-__-�- Tax Map # 3-01-8.2 PROP. POOL LAND NOW OR OR FORMERLY OF Area 309.00' ELAINE PLANZOS 6 DENNIS P. COLAITIS 698 ft2 *2 in (,17ft)= 119 ft3 required capacity ACTUAL 308.19' 61 ft3+ 119 ft3=180 ft3 total requried capacity I N PIPING NOTE:ALL DRAINAGE PIPING SHALL BEE 8" DIA MIN, HDPE W/2%SLOPF 2 SITE PLAN - CONT. 1 =30--0" 4 Tax Map #1000-23-01-10.1 LAND NOR OR FORMERLY OF JEANNINE T. JAYNE------------ ------ - -_8 7 s 10 2-3"COARSE AGGREGATE MIN.6"THICK @ / / ///,- ___ - _ ___ Y ` ---; 72 STABILIZED CONSTRUCITON ENTRANCE \ COASTAL EROSION HAZARD LINE � j -..--�-"�`- �_-- —_ _—i-_--_--_-�_----—_--_ ------- /� S13 571 s21°21'10^E - -- -—----- 267.39' J ' ( ( ------ CONSTRUCTION xa - --.-- ------------ ------ --- - ---- — --- ff I ( ), MEETS & BOUNDS BY: 1 ( I _ X112.90' _—_ TO REMAIN t - o _ EXIST GRAVEL DRIVEWAY ENTRANCE 50'x12'/�, � o � JOHN MINTO LAND SURVEYING t___,_ � sp8° 2 SDE –�" TOPSOIL ----�_-- -----_----- — Nal°21'10"W T- �'� } STOCKPILE - - ._-- ._- 17 FEBRUARY, 2017 I I' I ( ` t �� I 1 AREA WELLING�� I 119.29' - 150.19' Pax Map #10DD-23-D1-9 + I I ' ` \ N13°57130"W 4ND NOW OR FORMERLY OF LINDA A. PIEKARSKI C, U I 1 OoEXIST PROP. 5 6 7 8 8 s 5 4, I ' ' 1 GARAGE GARAGE I _1 I 7�, CLEARING LIMITS/ 'i PROP WD DECK I o \1 —- _ ( ` , 124,180 SIF 111 \ - 2no.00' I — S18112150"Z \ - —f— t I �w• 1 1 \ ' W _--�^ _ }' I I l 1p1%U� i#3; e14---- #1 1 \ ,4- \ SEPTICNG EXIST TO REIMAIN \ ; p HOUSE IN I I w a .#2; po -_—�3- oaa .la , 113 RYALL SHERIDAN ARCHITECTS i TIE INEAGONG APPARENT \ / \ 11 e , ` '\ %• \ \ ADDICT ON / - /-----2— >_._ b a N 174 5TH AVENUE, SUITE 300 i ( I HIGH WATER MAIi KON 10/14!15 �1 `�12 E" NEW YORK, NY 10010 111 1\ PROP IND DECK 646-809-4343 www,ryallsheridan.com I ' ' 1 100'WETLAND RESIDENCE SEf13AG` r`� c� \ .TEST I ( i a I .� \ '�.. - PROP POOL HOLE J --- PROJECT#: 1515 ` U \ PROP E D A.4yr COVERED ��L. �` I DRAWN: WWR �� S. eyqj to I CHECKED: WR I I 50'WETLAND POOL SETBACK LINE z (! I / \\� \�\ `�\ \\� \�� ( W PRINTED: 10.06.2017 S ' \\ �\ 9��'° 015Dp�Z Z SCALE: AS NOTED OF. N E W IISTORMWATER 17 "W \'30 �--I'—j5D0�4' // ' MANAGEMENT CONTROL N Tax Map #1000-23-01-6.1 PLAN 5 ' , LAND NOW OR FORMERLY OF N FREDERICK DE LA VEGA & LAWRENCE HIGGINS ft-fti I 1 - f!1 I I � I rt q J SITE �LAN ' � � HIGH WATER MARK OF PO POND ND 1 0 w Lni I[ TEST HOLE DATA FRANCO TEST HOLE PERFORMED BY HOUSE MCDONALD GEOSCIENCE, 7/28/17 STEEL OR WOOD FENCE POST STEEL OR WOOD FENCE POST Exist. GRADE EL. 11.2' @ 10' MAX SPACING W/WIRE @ 10' MAX SPACING W/WIRE SUPPORT, 36" MAX HEIGHT SUPPORT, 36" MAX HEIGHT Dark brown loam OL 1.0' 15919 Main Road GEOTEXTILE FILTER FABRIC GEOTEXTILE FILTER FABRIC East Marion, NY 11939Brown sand silt ML s'THICK PRECAST CONCRETE SECURED TO UPSTREAM SIDE SECURED TO UPSTREAM SIDE OF POST/TOWARDS EARTH OF POST/TOWARDS OWARDS EARTH TRAFFIC BEARING SLAB CONCRETE COVER y DISRUPTION DISRUPTION GRADE 4,0' REVISION DATE REVISION#1 10.06.2017 CO Pale brown fine sand SP =1 D® ® ® ® 0 I ®® z Ir z Z ®® f 0 1 D In ® ® ® DRAINAGE PIPE(TYP.)AS NOTEI 8.0 Q ®® ® ® --T 4"X6"TRENCH W/ 3/4" MIN. DRAIN PRECAST CONCRETE Pale brown silty sand SM 7COMPACTED BACKFILL — ROCK o _ D® ® ® LEACHING RING AS NOTED 10.1' ®® ® ® CLEAN SAND& 10�z DD EP®® ® =GRAVEL < TRENCH DETAIL INSTALLATION W/O TRENCH - I ®® — Water in pale brown CLEAN SAND&GRAVEL silty sand SM NOTE; 1, SILT FENCE SHALL BE PLACED ON SCLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY, 2. INSPECT&REPAIR FENCE AFTER EACH STORM EVENT&REMOVE SEDIMENT WHEN NECESSARY. MAINTAIN 9" MAX GROUND RECD STORAGE HT WATER 2'-0"MIN AS NOTED 17' SITE PLAN DATA 3. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT OFF-SITE&CAN OWNER: BE PERMANENTLY STABILIZED NOTE: WATER ENCOUNTERED 10.1' Edmond Franco BELOW SURFACE ADDRESS: 15919 Main Road SILT FENCE DETAIL LEACHING POOL TYPICAL SECTION DRAINAGE CALCULATIONS & DRYWELL SCHEDULE East Marion, NY 11939 SUFFOLK COUNTY TAX# A not to scale B not to scale AREA DRYWELL(precast storm ring) 1000-23-01-8.1 H S E D ON DW#1 LOT AREA: orth oo Area 2,173 acres 705 ft2 *2 in ,17ft = 120 ft3 re uired ca aci 8'-0"dia.x 4'-0" deep 94,636 ft2 ( ) q p tY = 168 ftprovided capacity CLEARING LIMITS AREA: South Roof Area DW#2 24,180 ft2 964 ft2* 2 in (,17ft) = 164 ft3 required capacityD 8'-0"dia, x 4'-0" deep = 168 ft3 provided capacity PROP.GARAGE DW#3 Roof Area 8'-0"dia, x 4'-0" deep N 675 ft2*2 in (.17ft) = 115 ft3 required capacity = 168 ft3 provided capacity Tax Map #1000-23-01-11.3 LAND NOW OR FORMERLY OF r JOYCE A. ORRIGO _ PROP.COVERED UTILITY DW#4 EXIST GRAVEL DRIVEWAY ---- N21°21'10"W Roof Area 8'-0"dia, x 4'-6" deep TO REMAIN 360 ft2* 2 in (,17ft) =61 ft3 required capacity = 190ft3 provided capacity _ Tax Map #1000-23-01-8.2 PROP. POOL LAND NOW OR FORMERLY OF Area ..—J_��.�►�-�� DEED 309.00' ELAINE PLANZOS & DENNIS P. COLAITIS 698 ft2*2 in (17ft)= 119 ft3 required capacity ACTUAL 308.49' 61 ft3+ 119 ft3=180 ft3 total requried capacity I N PIPING NOTE:ALL DRAINAGE PIPING SHALL BEE 8" DIA MIN, HDPE W/2%SLOPE 2 SITE ,PLANCONT. f ---- — -- — ' Tax Map #1000-23-01-10.1 5 3 / / 6 LAND NOR OR FORMERLY OF JEANNINE T. JAYNE_ --_-- -•— '--_8 7 If / / �// // - -_ ----- _-------- -- __ __ _ -_9 10 2-3"COARSE AGGREGATE MIN.6"THICK @ COASTAL EROSION HAZARD LINE / / // �� - - ^�.__- -.--__ ---------_� " STABILIZED CONSTRUCITON ENTRANCE \ / 12 �- _ S21°2 3 267.39' -�-f 1'1 CONSTRUCTION EXIST GRAVEL DRIVEY 124 TO REMAIN ,ENTRANCE�(50'x12')'%' I -- ----------------------- JOHN - --- - I— 1011WMEETS & BOUNDS BY: e°jz'50'�IE TOPSOIL N STOCKPILE MINTO LAND SURVEYING II i ( If / _ — 0.19'T AREA EXISTING 119.29' 15FEBRUARY, 2017 WELL Tax Map #1DOD-23-D1-9 N13°571301-W 4ND NOW OR FORMERLY OF LINDA A. PIEKARSKI U po EXIST PROP. 5 s 7 a 8 e 5 a 1 1 \ 1 a GARAGE GARAGE I I 7\ \ \\ CLEARING LIMITS/ - ��.\ `SILT FENCE: ` PROP WD DECK I N 1 ° 240.00' 80 SF124,1 � I W I ----- �DWS 1 I w -14 \ ' EXISTING SEPTIC z EXISTo / \ • I H TO REMAIN ` r \ , \ HOUSE /� I I o a (L`1 „per ow O N 92) _-—=43- o I CC a a PROP. / x'13 �� z z RYALL SHERIDAN ARCHITECTS I TIE INE ALONG APPARENT '`` a 1 ' I / 1 ` ` , ', �\ ` ADDITION - - - - ---_.__ I HIG WATER MARK ON 10/14/15 I _ //� ' m G .7 174 5TH AVENUE, SUITE 300 1 I / ' ` 1� \ \ \ r' ._,2 —_,2 `I H NEW YORK, NY 10010 1 \ \ 1� 646-809-4343 www.ryallsheridan.com / 100'WETLAND RESIDENCE SET \ \ PROP IND DECK I F - I I _ HOLE o J i PROP POOL ---_ _ --- - _ T'' PROJECT#: 1515 j— PROP I �CgF; AR � DRAWNWWR C.y %#4 + COVERED �� : Cay PM S. eyq UTIL. �, 4i ��\ (� I r 1 CHECKED: WR 50'WETLAND POOL SETBACK LINE 'oo \�\ \�\ � PRINTED: 10.06.2017loeo S� O Z o I I / / I 'l \ m �\ ° 01500. co I O I I C' I / �� / \` \ \\ ~� \\.� ~\� I SCALE: AS NOTED DF NEW. z I J 9 I Is a, s ----�------------------------= —---------,� -- 141,7,'06130"W STO R M WATE R 1500.�41 MANAGEMENT CONTROL Tax Map #1000-23-01-6.1 LAND NOW OR FORMERLY OF N PLAN 3 I • �� , FREDERICK DE LA VEGA 6 LAWRENCE HIGGINS I R �► to l I C I HIGH WATER MARK OF POND 1 SITE ''LAN POND C u = 1 n , 1 30-0 w , i AO ago)N .n i. FRANCO Tax Map #1000-23-01-10.1 HOUSE 3 6 LAND NOR OR FORMERLY OF JEANNINE T.-JAYNE 78 MEETS & BOUNDS BY: 910 JOHN MINTO LAND SURVEYING COASTAL EROSION HAZARD LINE 12 FEBRUARY, 2017 13 15919 Main Road T -IF East Marion, NY 11939 S21-21-10 __14 267.34 DEED 309-00 PROP. UNDRGRNb EXIST GRAVEL DRIVEWAY ACTUAL 308*49' 8. 11112.40' TO REMAIN Si I 21,501'�E PROPANETANK 721'21'10 REVISION DATE PROP.AC& EXISTING 150.19, GENERATOR 119.291 Ta hp #1000-23-01-9 6 LOCATION WELL N13*57130"W D W OR FORMERLY OF COMPLY VATH ALL CODES OF Tax LAN 1 120-0-SIDEYARD�E�BA�� LIN% A. PIEKARSKI --------------- NEW YO F K STATE & TOWN CODES �:�e PROP. 0 -0 EXIST GARAGE AS REQUI 9E AND CONDITIONS OF T11USS PV-CA11D,'N3 F 70 J1.1j" '0 WD - L 7 GARAGE BY SEPARATE C2 PERMIT 5 6 7 8 8 6 5, 4 7 11L i'l 0 Lhq_� 0 'e I PROP WD DECK PTM I WRI) NIH(j bUA 240.00' -0 DAT /-7 I.P. sl8*12'50"F ZO 70 '_,.r, SOUTHOLD TOWN TRUSTEES 0'-0"(+15'-0"ASL) ,a IDW 14 -14 HOUSE FFE% I N.Y.S.DEC -PLUMB I NG-n PAR T AT _j EXISTING SEPTIC' EXIST 601-01, 0 4 Pfwll FOR THE ALL PLUMBING W41,S t' 9- ---------------- TO REMAIN ------------- HOUSE— 0.4 i&.WATERUNESNI�_ I Cn C4 7 I - REQU!RED 'ING,BEFORE CO� OF WORK I � - Tr-§T- h R I N 3, 10 8�4 C,"',;-RETE I AREA DECK I DW PROP WD % THIS PERMIT a, 2. FRAI-.IING & PLUMBING ',E IN'SPECTIONS ARE REQUIRED DRAINAC 13 ......1 3. 1h: ',! ATIC" Contact"Os'n PROP. Z ADDITION x MUST )R I rovide Enninper's Certification TIE LINE ALONG APPARENT 4. FII�AL - • Backfill, HIGH WATER MARK ON 10114115 12--- 12 PROP WD the C rair, 1-0 his b�,Tn Installed to Code. K F- 100'WETLAND RESIDENCE ALL CONSTil SHALL MEET THE - BE CCM' C.O. thr" DEC ELECTRICAL DENPE 8EIVAbK a,-mm I REQUIREMEN.5 OF THE CODES OF NEW INE INSPECTION REQUIRED POOL + L YORK STATE. NOT RESPONSIBLE FOR SEPARATE TEST DESIGN OR CONSTRUCTION ERRORS. 10 ------ PERMIT HOLE Ef CERTIFICATION PLUM0 uj I PROP -.COVERED ON LEA!9 (,'ON TE bi_F PFF R E All exterior li ting -A--E&OCCUR:,Ap�cy gh UTIL. OCCUPANCY OR CER TIFh-, i Installed, replaced or SOLD,FfR? ED IN IA/A -R -paired shall coni"ou R TE USE IS UNI AINFI IL z to Chapter 172 50'VVETLAND POOL SETSACK LIN SUPPL Y c'YSTEM CANNOT 0 co E EXCEE 0.0*0 WITHOU"r "ERTIFI(QATE 'D,'VIO OF 1% LEAD. Of the Town Code ------------ - ------------ z -------- C> v- PROPERTY LINE 0-0-------------------------------------- -------- 0 o 25'-W SIDEYARD SETBACK Tax Map #1000-23-01-11.3 0 F '0 -T------------ o 0 LAND NOW OR FORMERLY OF JOYCE A. ORRIGO s IM FIr scparation 8 '7 it I 0 5 5 4 4 1-i�qaired as per 7 6 1'10"W 8 1AVEL DRIVEWAY -2 5, 6 N17o06T30"W EXIST GF N21 Must provide Manual, TO REMAIN I SYS.Code _7 L D, J and S as per 500.�41 Tax Map #1000-23-01-8.2 LAND NOW OR FORMERLY OF NYS Energy Code ELAINE PLANZOS & DENNIS P. COLAITIS Tax Map #1000-23-01-6.1 LAND NOW OR FORMERLY OF FREDERICK DE LA VEGA & LAWRENCE HIGGINS N Blower door HIGH WATER MARK OF POND rnd ductwork POND t ting required. SITE LAN�, CONTINU�ED RYALL SHERIDAN ARCHITECTS PROJECT INFORMATION DRAWING LIST 174 5TH AVENUE, SUITE 300 NEW YORK, NY 10010 646-809-4343 www,ryallsheridan,com ADDRESS: ARCHITECTURAL 15919 Main Road AOOO SITE PLAN, INFO&DRAWING LIST East Marion, NY 11939 A001 NOTES&ABBREVIATIONS PROJECT#: 1515 0 H" 0 U r2m A002 SCHEDULES PROPOSED CONSTRUCTION: A102 EXISTING/DEMO PLANS SVIIED .4,,� Addition to Existing Wood Frame House cy A103 PROPOSED GROUND FLOOR&DECK PLANS DRAWN: WWR AUGUST 17TH, 2017 S. R Y4,;4 APPLICABLE CODE: A104 PROPOSED UPPER LEVEL&ROOF PLAN 2015 IRC as adopted by NY State A203 HOUSE ELEVATIONS CHECKED: WR A 2015 IECC as adopted by NY State A204 HOUSE ELEVATIONS A205 HOUSE ELEVATIONS TOWN OF SOUTHOLD ZONING DISTRIICT: A303 HOUSE SECTIONS PRINTED: 07.18.2017 + R-80 A510 TYPICAL WALL SECTIONS 0• 015ON HEIGHT: El 01 HOUSE LIGHTING&POWER PLANS SCALE: AS NOTED op NEW .40 Proposed Eave Alteration 2 Stories 191-01, STRUCTURAL S1 HOUSE FOUNDATION&FIRST FLOOR FRAMING PLANS SUFFOLK COUNTY TAX# S2 HOUSE 2ND FLOOR&ROOF FRAMING PLANS COVER PAGE & 1000-23-01-8.1 DRAWING LIST ro LOT AREA: 2.173 acres ft2 4j 94,636 -H u) SQUARE FOOTAGE: U 1,800 sf existing conditioned o c> 200 sf proposed addtlon 0 a 0 Ln EXISTING IAR T AT F_ ABBREVIATIONS GENERAL NOTES FRANCO ADJ ADJACENT CONTRACT DOCUMENTS HOUSE The Contract Documents shall consist of the Agreement,the Project Specifications, and the Drawings that are cooperative and AFF ABOVE FINISHED FLOOR continuous, Items and/or work indicated, called for, or reasonably implied in an of the Documents shall be supplied as though ALUM ALUMINUM Y P Y pp' g AMPS AMPERES fully covered in each. ANOD ANODIZED APPD APPROVED SCOPE OF WORK 15919 Main Road A-V AUDIO-VISUAL The Contractor shall provide and pay for all materials, labor, tools and other items necessary to complete the work, All materials East Marion, NY 11939 BD BOARD shall be new and both workmanship and materials shall be of good quality. All workmen and subcontractors shall be skilled in their B.O. BOTTOM OF BOT BOTTOM trades, BASEMENT The Contractor shall be responsible for safe, proper and lawful construction; and shall construct in the best and most workman REVISION CIP CAST IN PLACE DATE CIP CJ CONTROL JOINT like manner in a complete structure and everything properly incidental thereto, as shown on the Plans or reasonably implied. CL CENTER LINE - - CLG CEILING The Contractor shall protect the work and be responsible for any damage or injury due to his act or neglect.The Contractor shall CLR CLEAR keep the premises free from accumulation of waste materials at all times. CMU CONCRETE MASONRY UNIT COL COLUMN Measurements must be taken on the job before erection or fabrication, CONC CONCRETE CONT CONTINUOUS Extra compensation will not be allowed because of differences between job and Drawings that have not been brought to the CPT CARPET 1 g g CT CERAMIC TILE attention of the Architect prior to starting the work, DBL DOUBLE DEMO DEMOLISH OR DEMOLITION QUALITY STANDARDS DIA DIAMETER Materials, equipment and workmanship of all trades shall conform to recognized standards of good quality of the respective DIM(S) DIMENSION(S) DN DOWN grade, DR DOOR Materials and equipment shall be new, sound, of good quality and suitable for the specific applications. DTL DETAIL DWG DRAWING EA EACH Vertical members shall be plumb, horizontal members&surfaces shall be level and true to plane. Workmanship shall be neat, EL ELEVATION clean and true to line and dimensions. ELEC ELECTRICAL ELEV ELEVATOR OR ELEVATION Finish materials shall be free of tool marks, flaws and blemishes, EPDM ETHYLENE PROPYLENE DIENE M-CLASS(ROOFING) EQ EQUAL Joinery and connections shall be accurate, close fitting and well made, EXIST EXISTING EXT EXTERIOR Y respective trade work,Tolerances b recognized national trade associations will be the minimum acceptable standard of the FIXT FIXTURE 9 FLR FLOOR GA GAUGE All products&materials used by the Contractor shall be applied, placed, erected or installed in strict accordance with the GALV GALVANIZED manufacturer's specifications, instructions&recommendations, GWB GYPSUM WALL BOARD HM HOLLOW METAL CODES HR HOUR Conform to all of the latest editions of all building and zoning codes and regulations having jurisdiction over this project, including HT HEIGHT International Residential Code, Local Zoning Ordinances, Fire Code and applicable Mechanical and Electrical Codes, HVAC HEATING, VENTILATING, AND AIR CONDITIONING g pp ILO IN LIEU OF Construction shall conform to the 2015 edition of the International Residential Code as modified and adopted by Suffolk County. INSUL INSULATED OR INSULATION INT INTERIOR JT JOINT LBS POUNDS SMOKE & CARBON MONOXIDE DETECTING DEVICES MAX MAXIMUM MO MASONRY OPENING MECH MECHANICAL MEMBR MEMBRANE Smoke&carbon monoxide detcting devices shall be provided according to Section 313 of the 2015 IRC, MFR MANUFACTURER MIN MINIMUM MRGWB MOISTURE RESISTANT GYPSUM WALL BOARD MTL METAL MW MILLWORK PROTECTION OF OPENINGS NIC NOT IN CONTRACT NO NUMBER NOM NOMINAL OC ON CENTER Per R301.2.1.2 precut wood structural panels compliant with the sizing and fastening requirements perscribed in that section shall OH OPPOSITE HAND be provided for all openings. OZ OUNCE PERP PERPENDICULAR PL PLATE PLAM PLASTIC LAMINATE PLUMB PLUMBING PLYD PLYWOOD PT PRESSURE TREATED PLUMBING RISER DIAGRAM ENVELOPE NOTES PNT PAINT PTD PAINTED PVC POLYVINYL CHLORIDE RAG RETURN AIR GRILLEWork shall comply with IECC 2015 as adopted by New York State RBR RUBBER 3 VTR RCP REFLECTED CEILING PLAN RD ROOF DRAIN j Air Barriers,weather barriers&thermal insulation to beinstalled per manufacturer's instructions. REQD REQUIRED I RM ROOM I Blown insulation to be marked every 300 sf. SCLU STRUCTURAL CEILING LEVEL(UNDERSIDE) r� SHT SHEET 1 Blower Door Test - Contractor to provide verification that building meets 2015 IECC air tightness requirements of 3 Air Changes SIM SIMILAR 1 per Hour at 50 pascals. SPEC SPECIFIED OR SPECIFICATION h\ SPK SPRINKLER SSD SEE STRUCTURAL DRAWINGSEXISTING SEPTIC: 3" ENVELOPE PERFORMANCE VALUES: SSTL STAINLESS STEEL 1000 GALLON SEPTIC TANK W/ 3) V DIAMETER 4' I �� \�� 1.5" See REScheck Compliance Certificate STC SOUND TRANSMISSION COEFFICIENT DEEP CESSPOOLS INSTALLED TO SUFFOLK M BATH STL STEEL COUNTY HEALTH DEPT SPECIFICATIONS BY STRUCT STRUCTURE OR STRUCTURAL LATHAM SAND & GRAVEL, 2007. I NEW I T&G TONGUE AND GROOVE SHOWER I I TEL TELEPHONE 211 1 1 NEW T.O. TOP OF I I WASHER TOC TOP OF CONCRETE I I TOS TOP OF STEEL RELOC 1 2" T/D TELEPHONE/DATA TUB TYP TYPICAL 2 UNO UNLESS NOTED OTHERWISE 1311 U/S UNDERSIDE V VOLT RELOC I VAV VARIABLE AIR VOLUME RELOC LAV I VIF VERIFY IN FIELD WCL 1.5" 12" W/ WITH 3" 1 MECHANICAUPLUMBING NOTES WD WOOD WP WATERPROOF \--------------------------------------------________UPPER LEVEL--- WRB WATER-RESISTIVE BARRIER 1 �� 1 All Mechanical&Plumbing work to comply with 2015 IECC as adopted by New York State, 3 RYALL SHERIDAN ARCHITECTS 3" Heating&Cooling equipment to be sized per ACCA Manual S bassd on loads calculated per ACCA Manual J. Ducts to be sized 174 5TH AVENUE, SUITE 300 SYMBOLS I BATH 1 ��1 BATH 2 KITCHEN per ACCA Manual D. NEW YORK, NY 10010 1 1 646-809-4343 www,ryallsheridan,com NEW i RELOC Building cavities shall not be used as ducts or plenums, I SHOWER I SHOWER KEYNOTE I 2" Automatic or gravity dampers shall be installed on all outdoor air intakes and exhausts. � j 2" PROJECT#: 1515 RED p 00DOOR TAG Refrigerant piping to be insulated with protected insulation with R-3 minimum. 1 2" RELOC 2" RELOC AAV DRAWN: y�IR �pM �V � 1 LAV LAV Hot water piping to be insulated to R-3 minimum, O EXTERIOR WINDOW/ 00 DOOR TAG 3„ 1.5 I „ „ 1.5" I Contractor shall provide manufacturer manuals for mechanical and water heating systems. I 1.5 1.5 RELOC p g CHECKED: WR jINK RELOC RELOC �Ij XX-0 MATERIAL TAG 1 WC WC 151 PRINTED: 08,17.2017 q 4r, 015 A� 1 311 311 r�O o`- 1 .J J F N E`N --------------------------------------- ----I------- -------------- ------ SCALE. AS NOTED - X I GROUND LEVEL AXXX ELEV REFERENCE (DWG #/SHT#) I RELOC 3" I WASHER - 1NOTES & 3" 1.5" HIGH-EFFICACY LAMPS X SECTION REFERENCE(DWG#/SHT#) C.O2.. ABBREVIATIONS AXXX ' TO EXISTING C.O. Excepting low voltage lighting, 75%of lamps or fixtures shall be high efficacy lamps per 2015 IECC 404.1 SEPTIC 4" 4" 4" 4" X DETAIL REFERENCE(DWG#/SHT#) AXXX `_ 0o II r PLUMBING FIXTURE SCHEDULE HOUSE - WINDOW & EXTERIOR DOOR SCHEDULE FRANCO ROOM FIXTURE MANUFACTURER/MODEL FINISH MAX FLOW RATE NOTES # Size Type Safety? Notes HOUSE W H KITCHEN FAUCET TBD 01 3'-6" X 7'-7" GLAZED ENTRY DOOR Y INSWING, ENTRY HARDWARE KITCHEN SANK TBD 02 8'-0" X 4'-0" 3049 TILT TURN W%5049 FIXED 15919 Main Road _ - - as Marion, NY 11939 East ,M 03 2' 0" X 6' 0" TILT TURN BATH2 TOILET TBD 04 2'-0" X 6'-0" TILT TURN BATH.. . . _ . . ..... .. :. ... .... .... _2 STINK 05 3'-0" X 5'-7" TILT TURN REVISION DATE BATH 2 LAV FAUCET TBD 06 8,1-011 X 51-71t 4 5 FIXED W/3457 TILT TURN _ BATH 2 SHOWER TBD 07 2'-3" X 5'-7" TILT TURN 08 5'-7" X 5'-7" FIXED BATH 1 TOILET TBD 09 13'-6" X 5'-7" 10257 FIXED W/3457 TILT TURN BATH 1 SINK TBD 10 4'-10" X 5'-7" FIXED BATH 1 LAV FAUCET TBD 11 3'-4" X 7'-7" GLAZED TERRACE DOOR Y INSWING BATH 1 SHOWER TBD 12 9'-10" X 5'-7" 3457 TILT TURN W/ 6657 FIXED 13 4'-10" X 5'-7" FIXED r .. M BATH TOILET TBD 14 3'-4" X 7'-7" GLAZED TERRACE DOOR Y INSWING M BATH LAV FAUCET TBD 15 9'-6" X 4'-9" 3049 TILT TURN W/6649 FIXED M BATH SHOWER TBD 16 151-011 X 4f-911 3049 TILT TURN W/9049 FIXED W/3 4 TI �� o s o s LT TURN M BATH TUB TBD 17 2'-0" X 5'-2" TILT TURN M BATH TUB FILLER TBD 18 31-011 X 5'-2" TILT TURN 19 12'-0" X 5'-2" 8652 FIXED W/3452 TILT TURN 20 51-711 X '-2" 2452 TILT TURN W/3252 FIXED Y 21 13'-6" X 5'-2" 10252 FIXED W/3452 TILT TURN 22 4'-10" X 5'-2" FIXED 22A 3'-4" X 5'-2" FIXED 23 3'-4" X 6'-9" GLAZED TERRACE DOOR Y INSWING APPLIANCE SCHEDULE ALL UNITS TO BE TRIPLE PANE W/A SHGC OF.40, OVERALL WINDOW R-VALUE z 6 SAFETY GLAZING TO BE TEMPERED ALL 3 PANES ROOM FIXTURE MANUFACTURER/MODEL GAS/ELEC NOTES PINE OR FIR W/CLEAR MATTE OIL INTERIOR FINISH (OR SIM) ALUMINUM CLADDING, GREY ALUMINUM FINSIH(OR SIM) BASEMENT WATER HEATER NA - EXISTING TO REMAIN KITCHEN WASHER TBD ELEC KITCHEN . . . _. DRYER TBD ELEC KITCHEN REFRIGERATOR TBD ELEC STAINLESS STEEL KITCHEN DISHWASHER TBD ELEC ENERGY STAR RATED, 6.0 GALLONS OR LESS PER CYCLE*** KITCHEN OVEN TBD ELEC KITCHEN COOKTOP TBD ELEC KITCHEN DOWNDRAFT EX. TBD ELEC MAXIMUM OF 400 CFM, PROVIDE HARD-WIRED MAKE-UP AIR DAMPER , KITCHEN WINE REF. TBD ELEC POOL WATER HEATER TBD ELEC TANKLESS HWH @ POOL SHOWER (100A) INTERIOR DOOR SCHEDULE # Size Frame Door Jamb* Hardware Notes W H Type Material Material TSpe 01 2-8 8-0 NA WOOD FLUSH BARN BED 2 02 2-8 7-6 NA WOOD FLUSH POCKET BED 1 03 2-6 7-6 NA WOOD FLUSH POCKET BATH 2 04 VIF EXIST. BASEMENT DOOR TO BE REFINISHED,ADD WEATHER SEAL 05 2-6 7-6 NA WOOD FLUSH POCKET BATH 1 06 2-8 7-0 NA WOOD FLUSH POCKET MASTER 07 2-8 7-0 NA WOOD FLUSH POCKET SINGLE FROSTED GLASS PANEL 08 2-8 7-0 NA WOOD FLUSH POCKET OFFICE RYALL SHERIDAN ARCHITECTS 09 3-0 7-6 NA BARN LINEN 174 5TH AVENUE, SUITE 300 10010 10 3-0 7-0 NA WOOD FLUSH STORAGE MASTER/ATTIC-CLAD TO MATCH PANELING NEWYORK, NY 809-4343 llsheridan,com 11 3-0 7-0 NA WOOD FLUSH STORAGE OFFICE/ATTIC- CLAD TO MATCH PANELING PROJECT#: 1515 *VERIFY IN FIELD �I Ik 0 Ayo ALL DOORS TO BE SOLID CORE 13/4" PAINT GRADE DRAWN: WWR Qt"GM S. Ryq ✓��o HARDWARE SETS CHECKED: WR ' POCKET/BARN Baldwin 8632 Pocket Door Lock w/Pull w/PDO06 Small Santa Monica Pull/latch in PRINTED: 08.17.2017 91� 40. 0150A° P Oil Rubbed Bronze. Sliding hardware to be Hafele HAWA top hung system. of NEW �o SCALE: AS NOTED _ STORAGE Baldwin 5015 Estate Knob 150 w/5032 150 Rose in Oil Rubbed Bronze. Sugatsune 3 way adjustable concealed hinge R3D110(3 per door) SCHEDULES a 0 U) 0 0 20 0 Q LO 1 I! FRANCO HOUSE r —_�-___- FRANCO -2'-0"(+ HOUSE 13'-0"ASL) - --- - -- ----------- ------ -- ------------------- - - ...... 171-8" 5'_411 --- --- -- - ------- -- 22'-10" - ------ ----- --- 17'-10" 1 8'-1" 12'-411 I i 15919 Main Road - - -- - --- -- --- - - East Marion, NY 11939 I I � -- ------ -- - - - - - - ------ ------ -- - - -------- -- --------- ---------------- - -- REVISION DATE ' I - - -- - --- ---- - -- -- ---' --- --- -- -- 1 -- - - --- - - - -- --- - - - ---- -- - � --- ---- - - - - - - - ----- - -- - rn -2'-0" (+13'-0"ASL) - CO - — — — — — - -. - -- -- -- -- -- - -- --- ---- --- Iz , I - -- - - - - - - -- - - - -- -- -- ---- --- ---- ------ - -- ----- W g ; - -- -- -- - - ---- --- --- -- --A203 .-- - m ! 2 --- --- -- 1 -- - - -- - -- -- -- --- 45 IIII IIIIpCIIIIIIlIIIIIIIIlIIII -- - -------- ------- -----_-_---__--.------3----1--0� 1- ---;-- --__--__-_-►IIII—I_-- 1iIW1II tII1I 2F-HB OW F IIIIIII IIIIIII -NN-�T_�•�=�- -_-- r,IIIIIIIfIIlIIIIP IIIIlIIIIIIIIIISIkIIIII'I'kcIi 1-' IIIIIIiIIII j IIIIII jIIIj - - - ---- - - -f - -------- ------ - = , 8p N -- HOUSE E PLAN K E Y NO TE SBATH 1 5 1. WOOD DECK10 V-0" (+14' 0"A T 2, SAND SET LANDSCAPE Q P9 � A��V ERPM S --------- 0'-0"(+15'-0"ASL) o — - ...... 3. WOOD+STAINLESS STEEL CABf L E GUARD � ' �N R D A IL (+14'-0"ASL) 4. WOOD PERGOLA POST ------...... N 5. WOOD PERGOLA ABOVE LIVING L�jBED 1 6. EXISTING BASEMENT ACCESS HATCH TO BE6 REPAINTED 6- 3;-911 13,-6-, 7, CONCRETE MECHANICAL PADN 8. WOOD SCREENWALL AT MECHANICAL BATH 21 O EQUIPMENT 2 4 EXISTING GARAGE NO INTERIOR WORK 9. NEW MILLWORK/CABINETRY, SEE A600s 20 A205 ------------------------- 10, NEW UPSTAIRS CLOSET, SEE A600S 23'-1" 6-81/2" 10'-911 _ T 11, WASHER&DRYER 12, NEW MECHANICAL EQUIPMENT LOCATION L 9C4io I \- 13. ATTIC STORAGE SPACE Ill 04 I `' 7 14, EXISTING STAIR TO REMAIN ACKU 15, HOSE BIB, TYP, GEN, AC 16, REPLACE EXIST, SHINGLE ROOFN-0" SHELVESDINING RE)C 1� SH DW BED 2 KITCHEN — -------- -------------14 9 REF 4'-9 1/2" 3'-0" 14'-011 co 01 0 3COUNTER W/ I I 24 I co RAGE WINE I N N FF-1 FLOOR FINISH LEGEND 16 WOOD FLOORING,5 3 FLOOR TILE; 2 I T Of 2 I ' L If ------------ ------------- ------------ -------- 1 -l'-6" +131_ IASL) RYALL SHERIDAN ARCHITECTS 174 5TH AVENUE, SUITE 300 co NEWYORK, NY 10010 646-809-4343 www,ryallsheridan.comc __ __ i- PROJECT#: 1515 DRAWN: WWR FtED ARC S. R CHECKED: WR 49PRINTED: 08.17.2017 AQ 0. 0150 `tO SCALE: AS NOTED OF NEW TL PROPOSED GROUND 1-E FLOOR & DECK PLANS 2 IIIIII 10 3 1 PROPOSED GROUND FLOOR & DECK PLAN f r2 FRANCO HOUSE 21 20 19 H I I 11115919 Main Road lL_ q141_j__'_i'1_ 4 111 It, East Marion, NY 11939 I L `T1 1 , ll`'_j�T_II J 1 ' 1 �6 J HOUSE PLAN KEYNOTES F,IWI ! ,I,,! 36"X50 It I j jj 11 T TUB 0 1 WOOD DECK 19 IL iii, M JI Iil r I I i I I REVISION [1 11 1'17 TL.� t 1 [ - ;TO it 1 T1 DATE I i 11.11 wi I�i� 2. SAND SET LANDSCAPE PAVERS Y 3 WOOD+STAINLESS STEEL CABLE GUARD RAIL F�_ 1j]l M. BATH 11 T ' � j; Ij L 4, WOOD PERGOLA POST L 8'-6'(, 16-8 1/2" _EF > 14'-1 1/2" 51 WOOD PERGOLA ABOVE j I i L I I L I T I _j Ltl ILI I'! IIIA L fl it� mITIL I [I I F7 IF I Tj �[j ' T — L j 6. EXISTING BASEMENT ACCESS HATCH TO BE 121-9'f L I t ]F Z� 1-1, LIT I 1,11 11 1[ '1 11 F 1 1 1 I] iL t REPAINTED MASTER OFFICE I Ft-'11_;, I- - 1-11 T]]' I __T-1 L 7, CONCRETE MECHANICAL PAD I F ji li It I-I J, t I BEDROOM I�T_ J 8. WOOD SCREENWALL AT MECHANICAL J 1 lil-I LI[I-11 lil-I I,,P_ U "LA T"'I I jL IJ 11 EQUIPMENT J t I L�F- In- 2 1 WF WFF_� T. IL_T T T1 11117, 1 !1! 9. NEW MILLWORK/CABINETRY, SEE A600s t 1]tj ll�j jil] 111, �jiLlii[l_jij'IL ,� A205I I I_�,[T E [i il it 3 23 F-I I'j l"-,I JT JI "l-iII-10 L 10. NEW UPSTAIRS CLOSET, SEE A600s jLT- J 11. WASHER&DRYER It I I I il ij d ii It 1] 1,11 IjK I I I I 1 1 i�, IT 1 L[� I lt � I I I 12. NEW MECHANICAL EQUIPMENT LOCATION 1 10 10 T �16' j L O 14 1 , -I it [ iI I I i'l 'i I I I I , 1 1 13. ATTIC STORAGE SPACE T' III T1 I F 10 11 1 ill ,c Il:1 It I-I I 11 i L " I. llIl I ti t7 14. EXISTING STAIR TO REMAIN I 15, HOSE BIB, TYP. L j T 11 i a1. L- L T] L 1 T 16, REPLACE E)(IST, SHINGLE ROOF Ll 111] H I 11 [11 LINEN/ 0) 11 Ll 1JI � STORAGE it [CO III(' WF IF 17 I I 1' t it t 81 [F I'-LI —3'-5 j I[l Il_fy ii I ii I il I LII I I FLOOR FINISH LEGEND 3'-7 1/2" 121-111 ')6 6-0 1/2" 11 1, 1 111 __ Ili t f L L I Ll I L J 1, STRAGE 1 T WF WOOD FLOORING: /r---------- --------- I Lt I Ii F L, I I L _1 i 11 12 VECH STORAGE T :T q� IT', FLOOR TILE lij� :L----------------------i I-t,11 U I L i- 1 1 1' - I I11.1 T, 1 F�l T 11 FI _�l�I -i I I IL il I L 41 f T I T-II . [L I-], L I j I I IF i[j 11 lj� L L IlL JL I I I t I fl rTTt T TLF-li Ti I v I A303 A204 2 PROPOSED UPPER FLOOR PLAN 121-911 411-211 11 ROOF PLAN KEYNOTES 12 1. WOOD BEAM L -I-T- 2. LIME OF EXTERIOR WALL BELOW [ Ul 1-111: All Itli -IT"T-l-If ]I Ii 11JI'L 1 11 1-1 �l T1 3. El W/DRAIN THROUGH ROOF F 1' Iij�,Y� I 1 11 I J I,! 4. CRICKET �: [i Ill,ll`IlV I I iii LITI 5, WOOD DECK ON SLEEPERS OVER MEMBRANE Tll_ Id [T, T IF I]-T ROOF cy) Ji Li--- dL 111! 1, i 1E-111 6. WOOD+STAINLESS STEEL CABLE RAILING ITT- I ' ]I I 11__j J 11 IT- 191 1, co- �I I I i- - ! 4 1 1 11 7. MEMBRANE ROOFING -1 1 � ! lI I I I -_ -_ f _,�,-, Ti ! -;12 it r FT[ 14 ll 1,1 j- hj- LI I LI I 8. WOOD ROOF SHINGLES 11 I i LI 7 1:12 9 '1Tl I LIT) j [ 11 9. METAL DRIP EDGE, TYP, ___II J �li _A L _F,I I 10.WOOD PERGOLA 11. GUTTER WITH DOWNSPOUT TO DRY WELL F -ITT J I 1-1 1 J4 171111 i I T L N q I I 1 11 1 1-_F T I'l �IlT I 12, DOWNSPOUT LEADS TO BE CONCEALED FF IT I c\j t� h I LIT l I111 I 1, I t_j LL!I c\j BEHIND RAINSCREEN SIDING TO NEW DRYWELL _T TI T-i' 7 -I I —TT-1 IT : IT 1 I ll I,--;T 11 L,Il�LnLIL,'_111 Li__L I A,!_I L, 1ll ii iI17 ii 2 F! I I __A1 _71_f L1. 11 rr_�I ITI1 irte I t Ii 11 1 1 1'�_I' T 1 II I T r' I I T� I I, I 1-f I L I I tj 11r 11 11 1 1 1 1 j] II I I I I I i L 1_1 I L it I Ij I, I rr j I I` I I I I 1-111 1 1 1 1IIL t iI1 fi ,I 2 Il 1 1 : 1 L 1 j F 1 1] 1 1 [IF J � ! I � 1] , I' I I 1i 11 1 1 1 _1 Il ji� 111 11 ( j tilF,T rt fT; jl'- 111 I!. I-;1 1 [ ]I _-_�l I I I ' ,I i LJF [ I I I I I I� I J�JT _j L I j 11 J_ 11 I-I[1 i L 1 L� � I T 4 R,-1 TIT-1 I I il L L IT I 1 TLT F I I I I 1 1 � i-[, I U -TI 1 Ij 1 t I I 1 -1 ALI, II 5 8 TTT F _T "I'l Ij i I ILII 1, LI _JT 1 1 _Y 1 1-L I L L 1 1 L I I li 12 IT l� i ilk i� I I Ll il f Ll -I RYALL SHERIDAN ARCHITECTS J -11 _TL Li---C X F I L1 ill L I lj � 1 912 1! 11 1., I-i iiii III! U 1: 11! 1_1 J �, !Ilt 11j l� , 111 111 N ]II 11.T- ILI I� II II STI 1 1 1 Id L 1 t. IT 2F 7L] 1� I_ 174 5TH AVENUE, SUITE 300 L j ill-I T'- :j • NEWYORK, NY 10010 111, 1 L,1 I L LIL L l�]L 1 1- l i1 1 111 1 11 Ih i Ii i T YL T III I I -Ij l 1 646-809-4343 www,ryallsheridan.com LIT J : '11 t'l I - T__ I IMI 11 ly� �i L I Ll liL ILI I I LL I I I I I 'L� 11 1 1� I j 1 11 L, L I I 1 1 i� L 11 1111 1 1 1 11 11 ULU U Lt 1 11 1 1 TI j 1, IT I I IF I h 41 I I t 1, 11 ��11 iLF 1�I I Ll 1 J F 201-211 I � L L PROJECT#: 1515 I ' ��' I I-L11 1 11- El L L T] L l 1 1 L L-1-�T7LI-L�l_J]�JtT�' I 12 11 I I li,_�IIT ILLIJL[� ]T k liL 1--j-1L 1, 11, I IJ It I R Y44 I LI 11 I -'1 IF 11 1 IF IT1 1 DRAWN: WWR d j-,_' I _T I -FT-1 t'ly IJIT-1 F — 1 u CHECKED: WR PRINTED: 08.17.2017 + 0 f)k 0. 02 41 NEW '(0 SCALE: AS NOTED ti OF 10 PROPOSED JN UPPER FLOOR & ROOF PLANS 621-311 PROPOSED ROOF PLAN Ul 1/411 1'-0" co L% co 13 III 1 T J� Tr 11 IL ll L 00Z_C2 (95 lip 4,0. 01 LO FRANCO HOUSE 15919 Main Road East Marion, NY 11939 IT it L It REVISION DATE it. it It 1 11 1 iti, it 1-1, _j� LiiIfl Ll 1 11 i 11 1 1 ]� ! j I i T T i L �I I 1 61 it I it t I, L'I F TIT J, T 1I I I�'i'i il � : I it A I L I I l�a ij Lit, I I 1 11 1 11 1 1 0!� 1 I I t- I �I �. 1 1 1 �Tj i I! t It J L It it ll [I 1� III i I 'I' I L 1,"'"I f -I I,ir-11 I I TITJ�r�[T 'j il l'i" it� 1,It L,Ii _J' -I V11 I 1 1TI CiIIl1.1 A it -J! I I,l it �j i� jj� ly - '�-" j t It I I 11 j lI�lilit I �1`1' I! �Jl 1 11- t"_ It I I i it i 1 L: Illi I L 1 11 11 i I J� 11 r t �ui I!-it Lt- `1 111 T 1 p I T; II p I IT 1 11 FIL4 ,i, j I tin _�iltdHji -F it 11 1 t!1!„I-1 a- j! Y I L 1 jT)I -it' 11-t 1 1! TIII 1'� �_I_' II_i _T ITI IT Tf t T fi'I L .1 T 1 IT ",]'I R 1�' it J 2 �Tj T� L4�j j Lit [l, !I!-I_111 I: Ej 1 11 1--IT, i IT'I `4JI Li L TIL, TL IF]! j L tj I ij�i T- 1 1 1-!11 it i"i i I Y1 i-T T-1 T-� fly[ I T I j 1- -1 - �_[ 1 Hffi ]'It�'-j L IL, Lt J, Du TV I j F �l 1, 1. 1] tj tI 111 It[[ ILil I!U ltJ LEi i- II�i�illil !'I It 1, Itl! t u I T__ I- I--r I T 'j I L I I i t I I I I i 1,i I j LT IJ'IT I F I-I'l1. LJ t I L i'll-i I it I I l t IA I 1 1 11 �I It ill LIT T r Jill i LL 'l I A I Ii J_fi_ '11 1 �F�,E. iIT Ll -4- i-P, I',_`4 4 t 47 1��"" �I"I �4 I;11 5 �L L It X—,ITT]--T it I I U I II I it I 1 11 IT I 1 11 1 1; +8'-10” 11-F it 1 1 FT I I I I�T It 'T " 1, "a-1 I T 11 L '_1'[ ii t L T I L� L --1 11 1 T�I i- '�T I Ll--LJ -1 L il,1 4 L 1,L I J T WOOD&STAINLESS STEEL CABLE GUARD RAIL F- T_ T_T -1 T F 2. E)(IST,WINDOW TO BE REMOVED, TYP. j i 3. NEW WINDOW IN NEW OPENING, TYP, L T_ -I L 1 F77 I I I j 1 1 _t I A L-L,-I-I 1 11 j 1 7 t 11 1 4, EXIST GARAGE WINDOW TO REMAIN, TYP. j 5. EXIST OUTDOOR SHOWER TO REMAIN j, 6. WOOD TRELLIS -4- -1 J 0-0"(+15'-0"ASL) F - I , 1 1 1 7. E�KIST BASEMENT ACCESS DOOR TO BE Ll Ll 1_�JJ ILII _,T11 l I i _T Ll L.F-1 HOUSE F F E F --I' ----I- , j---- � I I � I i - - �-� - — — — -1� 1 �i 41- L __4 7L REPAINTED 8, NEW GUTTER W/DOWNSPOUT TO DRYWELL 9. EXIST ROOF VENTS TO BE REMOVED 10, GUTTER CONCEALED BEHIND RAINSCREEN SIDING 11, WOOD POST 12, DOWNSPOUT CONCEALED BEHIND RAINSCREEN SIDING TO DRYWELL 1 EXISTING NORTH ELEVATION EXTERIOR FINISH LEGEND 10 WD-1 WOOD SIDING 1: 1 x4 Cedar Horizontal T&G CB CEMENT BOARD: -- -------- —------ --------------- ROOF SHINGLES: IT i'j 11 LIT: 11 1�ITL I'T I 1"_.,�,il I �'-;U I I IT ju 'T 14 1�til' 1 I1 II Ir [hI'I ,li ''I I I L IT , --I �T t' J-I,' 11 1 t T 77-7 7 <YRS 1' CI. 1 t� TO I'lyl,-L41,1�il�jl�["411�,�,,��lf,� 1�ii it It I hl i Ii I -lit J, T I I ,: , I I,-Ir �_'I J, _TI O'Y��'I' Itij T'' TLrh 1 1 FI cp I,]FjUT_]it ili-I Ij I -it'1111il I E I 1� - ,jT 1 -1 UPPER FLOOR F.F.E CID — — — - -- — — — — — — — — — ..—_.—..—.. 11--, L-4" - I- -L- — I--- '1-11 12 -4--U, ih _ ._= __:-=._ It 1 Lj +8'-10 1- 11-111 ID L� 11 11 ii 1 1! 1 i Fp-1 It '�IiIl Fl ITT tit jt� j- T rp 1111� ITi I-i T� , I I L I IT 1 -1`iVIIA�lit It IT'I _L'1: T Ty _j 0 CID ------------ Lj 7 -------- HOUSE F.F.E RYALL SHERIDAN ARCHITECTS 174 5TH AVENUE, SUITE 300 646-809-4343 www.r\jalisheridan.com 0'-O"(+l 5'-0"ASQ NEW YORK, NY 10010 PROJECT#: 1515 , AIR Cy DRAWN: WWR S. R Y4t CHECKED: WR -k PRINTED: 08.17.2017 + 01501k() .40 SCALE: AS NOTED 0 NEW PROPOSED NORTH ELEVATION il i NORTH ELEVATION Z. L 14 TLF '5 FRANCO HOUSE 15919 Main Road East Marion, NY 11939 T,L, I I T,� I tF[I I I 1 1 it t �I tL 0 t!,LL!1111i LI I` T t I I! I L' 11 1 11.IT 1 1 it [411 1 FIT 1 11 L:1 ,1_I. it TIT [IT It I I I I I I I I it i I TIa I it I I I,�, ]IT II, Lt It I Id �t lit ill L t 1 1-' T I I I'IF 11 1 IL it r j1j ILI 11 T, it I J-I j I 1 1 1 1 1 ! I , :-- 1 1--1 1 1 1 J I I -L t 1 1 11 1 .1 1 n- tj I , I -, -Ti' I I I I L it I :tj I I I I j i I I t I t J, I LI i Lt, 11 I I 111 11 it I I t It 1�l I it Ill I it Ilitm 1 1 L I I I �11 _ TL J IIIL I-Ij, 1,j,l 11, 11 I1 tT -J[ I[it it !I 11 11 1 It I.�I il L 1�I I I ITT I ff�l It JI 1 11 11 I 11 �I I I L'tij I I L t II it T� 11._ IT 1, T1 j L I It 11 1!�i 11 Ii I -I Ali IT I I I T -A 1 j, :I 1-1�I I 117 t I T T L I --tit 7- F-1 t' L-t j11 L ! I I y 7 L A LI 1 lL I I IT 11 1 1 11 L 1 11 ij I [L 111 1 t I "'Ill u'I I I li II- ��Fj I _I IT T L-"F_f ji[_1 yll 111,1 11-1 1 1 1 1 1 j il,I, L lit I I jj 1�illl j I' JL I I J-1 - I I❑-IlTii I I�1 I 1 11 L 1 1 1 1 11 JI T11 -il I J-1 t I I I 11,-1, ITT- L I L�J, 1 LI 1, 11 1 jTjj [ I 1 11 1 1 IT I j I I I I , i 4 ,❑ - 7,1 '1 F I T I L IJ- ,I' i I i: I , ❑11, T.Y] L -IT!I IT I I I I! I �1 : :1 Id,t jL t 1 11 ji- j I I i I I I it it I T -7 T I I L t�1 t I 1 1 1[L 11 1 t I 11[ �T 'T EIII it 111[ 1L 1111 1 TTMI tl ti TI I Lj 1 1 1 11 uYll, T L I I L tF1 j�1 1: 111 1 11 1[t, ITT IT III I T Tif�ijj� )-I A tIJ 1'r,7 Tit I J.. it I I I i, 1-I I I I!["T -I j L,'__ T i 1 7 -,f I � �-h -J,I q I 1H I jjd I-'r 1 ILF- T TI 1 jv-i L t' y I i, T. T � U- L" i'I I I I j,I I 4�L li 11 it IL,, �j I It 11 1 11 t LTI 11 1 TTI it [ TiliL,U 11, 1 1 1 1 1 1 L A t Tit I I -Iiii'l�uii t-1'JIi �rt I Tl t4l L,I QJT .11T.i L�JWL,It-ll I I I I it �d[ W 1 11 UIL IT 1 I, lei I T�j I I liitTllj--� IT'I At I I! I I I I It I Ii 1I` TLI T t'-`Lj� ❑ I r' "IT 7 tj I T� -�� I .I ❑ , I UPPER FLOOR E. T i"t fT I I,I Ili 1 ij I I t j 1 1 4, - 4 -.�.j TI j T141 I ILI IT 77`1 Tith !I TI TIT T: IT T 1, 411,IT !L, L i I I T[I'l-I i LI il I I I -loIi1t L IT +8 I',f rT Ir IJI I-I 4 1 117 11 Iit-1T'yT-'T`14 IT T- VT J F-F t �T T-i 1. WOOD&STAINLESS STEEL CABLE GUARD RAIL L t! HOUSE ELEVATION KEYNOTES T E]F L j 1 2 1 L 2. EXIST.WINDOW TO BE REMOVED, TYP, L -T ❑ 1-1 L�11:1 El El 1:1 ::=D —I rli-J 3. NEW WINDOW IN NEW OPENING, TYP. F PEE ❑❑❑ 1- 14. EXIST GARAGE WINDOW TO REMAINTYP, T--1 J- 1 i 'i � ' -111 DED DIE 5. EXIST OUTDOOR SHOWER TO REMAIN �_� .❑ ��._ ��1 lam❑� '� � ❑ ' �' � 6. WOOD PERGOLA ❑ l .1 *l...lL HOUSE F F E 7. EXIST BASEMENT ACCESS DOOR TO BE Ll L 0'-0"(+16-0"ASL) ITi IT 7� REPAINTED 8. NEW GUTTER W/DOWNSPOUT TO DRYWELL CONCEALED BEHIND RAINSCREEN SIDING 9. EXIST ROOF VENTS TO BE REMOVED 10. METAL DRIP EDGE OVER WOOD ROOF TRIM 11. EXIST GARAGE DOORS TO BE PAINTED 12. WOOD POST EXISTING SOUTH ELEVATION 114" V-11)" EXTERIOR FINISH LEGEND <��1 WOOD SIDING 1: IT L-TY"I-!.111- 11, II- 1 IT 11 ]1 1ji III I 1 1 �IJ It t L 11 1 1, 11 1 J L i Lil I I Lt 1 L 3 L, I I t 1 1 x4 Cedar Horizontal T&G j r TU�Ll t If T I I TLt J,I-J L 11 lJ 1�lPlii"T,I,P , Ti IT, -1-L it I 4f I It tr,j-t,I itj-Tj�-j TI 1 1 -i'IT I Tj I I I I-Tilt! TA III I I[F'-'[ -Ili�li 1 I III11 - - [11 F 111 11 1 y I T I j,1 L T 111 U! FE I-!_,,�- 1-, I I I ITT 1 IT-J, 1. Tf I t I t Tit < CB > CEMENT BOARD: III L I , 'i I �, � I I 111 1, M 1� I 11 1! ILUI 11-M M Tl�j i ti I I 'IT T- IL� I I I I, �i I I I 1, [' 'I'll I L, �IT I '[ , 'I, I I 1 1 --i ii-��T4 r Tit I I I IT 1-ji i� I!-�l 1 I I [ ij I I- 1 1 -�11 I It Ili I it I IT� I 1,�'L ' I -,I'I' I I IT 11 4� Ell 1111 1111,�TMFMI M11 it L,Tl'li �l F-10 TT IT I ��" �: I'l 1 1 �,,I ]'I`--1T T )-� !J, I T, A 1-1� ROOF SHINGLES: F Tl IT'� T I' -T i`:J-11I-lT I-L-t1j, JJ I I t PITT I"T ii 1 JfI I I h" ij� i-li I �I T III 11 �! It T' T i I t T , ,I ITIFI 111 Jil ll: -TT jiT I I I!I, �,,I , I I, t 7 LI I I I 1 1 1 1 j L I J j-T I -ill, '' 'IL ' 1,11 111 F F! 41'r,11JelR� 1 1!1 ILI 1 11 1 11-J' 'It IIII'T"It7h 1 11 T[F M it 111 1 '1 ttij�" pl-,��.T i&ii -TI r -' I rll I—[ U� 1 111 1111 1! ij1' 7jLlli !I ill[ 'it Till �RER-j'i"'T 1, J1 I ", 1 11 . 11 1 11 1 1 1� 11 1 1 11 �-I IT 1 �j I I j I I ; I I I I f , t i I�1 I!It L 1 1 t 1 1 1 ti 1 it I I it -IT I- IT- -i I t LI 1 1 LT 1, 11 II L T1 I ,, 1 L T T- I TI ILL 1 1 t1l' LI TILT I-lb Ij Lj tiT I I I I- -jitr[fil T'r],�j 6 4 1 1 1 It j TV [I I TT,�T,L 14 J IJ !L I �J ItI I t i lit I I I I I ti� I, I 11'I t IT j L, L I 1 1 Li I,L! U'l 1-1 1 711 it 1-1 �j I I iiJ 'Ilt --I ,, Ti it IIIIIIlititYi ❑ 'T F �j F I L T L, I I I 1I Pi TQ IIT it-ii I I I tL L I IT r j 11 F , [ -- TT-T -,q I i1tI I T -,P rtl�Ttl I Fit I n I OL 11 "i 1 L: 1 1 1 t IT T -�I I� JTL ll I I I I I I. LTII t:Tt ij�l IL j� L;, I,Ii ITT L it T [TIT [i Ll I'l I J j,I Ll 1 Ti 1,1 - J 1-� 1 1 1 i i I ii��p i, It, I� T. L- - j I,,, [ IT Tit I'll I 1 1 1 1 1 11 1 1 1., L, 16 1 L17LIT I Ll I i I L I It IF I --11 1 , ,-I I , ! i: I I I ; i I I I I t I T I I I L 1 IC it 1 Lt I I Llhj� 1 ITt I I il L 1 L I LT-T� il it 1 L I j tl�L it-'I I 1��I�411,111 1 lit- I I t I I jj I I I I t I I I ti I I 1 11 it I I. tti I! I I I I T LL 'IT II-i i-, L-Ll� 11 I_1 1 Tj 1I. 14 7L,! -,I I�14�Hb It 4 tIIt IT t IL ITT ftjTI 1 T it I"h it ii�t 1,1" t !'I I L 1 -tTff JII ❑ I JI t 'fi ]'I It 1 1 it I I IT 1 11 11- i 4!t j [I l� rI ji� ITT, I,j I I -21 J1 �-Tt IT ll 1 1 i,�- -- -- _,IT 11--I,-, ITIT, 1 1 1 ITT'T T 1-It-- I!I-1i it JI it I I I jl-!!F� !ILI 1 1 it 1 -1 ��j 1144,iJj 1-I'l-i-l'i j t---1 1,1 TT Ili, T 1 1 11TU 1,1 i I I ; I I[ --------------------------------------------------------------------------------------------------------- L--- --------------------- 1 11 ij, it Ll 11 ill I UPPER FLOOR F,F 4 1 1-!1 F I- T I�4 I I L4 JE,�Ll 4� -�,l it jil L +8'-10" t I I I L t I I it I 11 1. Iij T !�T i'T :I- T IT ITT-! 114 '-Jl 2 -1DE:1 E1E11::1 E:I=❑ EIF A DOD 0=1 WD-2 1:1=L--j E11::1E OE EE EOMUE ❑ ❑-m - um HOUSE F,l RYALL SHERI DAN ARCHITECTS - ------ 174 5TH AVENUE, SUITE 300 0'-0"(+1 5'-O'ASQ T- r NEWYORK, NY 100 10 646-809-4343 www,ryallsheridan.com PROJECT#: 1515 'll ED A,1� DRAWN: WWR S. R CHECKED: WR PRINTED: 07.18.2017 40 0. 015) TF OF y OP SCALE: AS NOTED SOUTH ELEVATION L it tit I It Tit -T 7� FRANCO HOUSE 15919 Main Road East Marion, NY 11939 REVISION DATE - O _ L --� - - - 1- i- r, f i I � I I I 1 - -,-- LJ 1T T I . I 11, _ I I F _ I � I - __ __ _ - - -----�- ... - :. .—. _ ...— —. _. — -- —— .__..— — —.__.__..—..—...—._.—...—. — —...._..— — — —...— — — ..—._._ I UPPER FLOOR F.F,E. T - - - 1- i �i C - - ,4 'T T I T 1 T ( T�- - HOUSE ELEVATION KEYNOTES I - ! l ! i- L 1 _ � 1. WOOD&STAINLESS STEEL CABLE GUARD RAIL T ' 2. EXIST.WINDOW TO BE REMOVED, TYP. 11 T i I- - � � I J 3. NEW WINDOW IN NEW OPENING, TYP, -�� ]--T- L� 4, EXIST GARAGE WINDOW TO REMAIN, TYP. 1 T � l - - - 5 EXIST OUTDOOR SHOWER TO REMAIN 1 � I i I , I - 11- - 1 L -1 - - T- - T 6, WOOD TRELLIS —.�. 1 1.�. HOU F,F,E. -' - --..—.._— —....—.._—.... TLr -, ! �1 . - Lrt 0'-0"(+15'-0"ASL) 7, EXIST BASEMENT ACCESS DOOR TO BE REPAINTED 8. NEW GUTTER W/DOWNSPOUT TO DRYWELL 9. EXIST ROOF VENTS TO BE REMOVED 10, METAL DRIP EDGE OVER WOOD ROOF TRIM 11. WOOD POST 12. EXTERIOR SHADE CURTAIN 13. ERV INTAKE THROUGH WALL 14. SCREENWALL&STORAGE BENCH 1 EXISTING WEST ELEVATION 3 EXISTING EAST ELEVATION ATTIC NOTE Proposed roof/attic to be insulated &unvented per R806.5 EXTERIOR FINISH LEGEND D-1 WOOD SIDING 1: 1 x4 Cedar Horizontal T&G N ti - WD-1 —- 10 -------- - ----- - ---------- --- *- — CB CEMENT BOARD: - ----- --------- -- 3 --------- ----- - t " 18 0- ---------- 10 - --- -- -- 8 6 ---- -- ------- ----- WD-2 ------------ - -- - -- --- — 6 8 - - -- -cq - -- - 6 - - -- -- -- - - - - - x--{13 -- - 6 - - — -- — -- - -_- - - -- - - ---- -- — -- -- - - - -- - -- -- -- - - — UPPER F F E. ------------------- - N -- - --- -- -- - +8'-10" _--- __ 3 4 --� — — -- 4 bo ------- ------------ _HOUSEF,F.E. RYALL SHERIDAN ARCHITECTS 0' 0"(+15'-0"ASL) 174 5TH AVENUE, SUITE 300 10010 14 646-809-4343 Ywww.ryallsheridan,com PROJECT#: 1515 C DRAWN: WWR FtED AA�C� \��P� S. Ryg1� CHECKED: WR 0 PRINTED: 07.18.2017 0 9�F y° . 01500'0 SCALE: AS NOTED 0p MEW O 2 PROPOSED WEST ELEVATION 4 PROPOSED EAST ELEVATION 1/4"= 1 -0 EAST & WEST ELEVATIONS FRANCO HOUSE 15919 Main Road East Marion, NY 11939 REVISION DATE HOUSE SECTION KEYNOTES 1. WOOD DECK 13 2. WOOD PERGOLA 3. WOOD PERGOLA POST 4. EXPOSED BEAM, PAINTED 5. CLOSET 6. DUCTOWRK 7. WOOD DECK OVER MEMBRANE ROOFING 8. KITCHEN CABINET 9. EXISTING CRAWLSPACE 10, NEW CRAWLSPACE 11. WOOD&STAINLESS STEEL CABLE GUARD RAIL 12, ATTIC STORAGE 13, EXIST RAFTER TAILS TO BE CUT 14, PERGOLA FRAMING 3 EXISTING NORTH SOUTH SECTION ROOF VENT/ATTIC NOTE 2 12 ALL ROOFS TO BE UNVENTED ATTIC SPACE PER R806.5 A510 1 — - -- - -- ----- �- 12 ---- -- ----- ---- - - ---- -- -- --------- I 9 C? MASTER 1 4 12 — -- - --- - --- I I BEDROOM 5 A510 A205 - 9 14 ---- - - 7 ---- -- -- 1 11 L-c" 1 UPPER LEVEL F.F.E. ---- 6 KITCHEN - -- DINING i i LIVING ROOM I 1 ----- I I I RYALL SHERIDAN ARCHITECTS O8 08 1 I I I 11 174 5TH AVENUE, SUITE 300 1 1 NEW YORK, NY 10010 1 � �1 til ll� Illi 1 ( '�1 I .. 646-809-4343 www,ryallsheridan.comGROUND LEVEL F.F.E . -. _. -. 0'-0" (+15-0" ASL) , - _ -- — = 1111= °"A —IIII— IIII—IIII— -IIII— —III =III PROJECT#: 1515 _ III IIII IIII IIII IIII IIII IIII( III lel. IIII II IIII III IIII O Ill —Ill O I O = a =IIII=Ilii—IIII-- 1 u FRANCO 3" RIGID XPS W/ 1/2"COVERBOARD R-17 HOUSE MEMBRANE ROOFING CUSTOM GUTTER&RAINSCREEN COPING W/CONCEALED DOWNSPOUT 15919 Main Road BATTENS CONTINUE TO CONCEAL East Marion, NY 11939 GUTTER RAINSCREEN VENT BETWEEN REVISION DATE BATTENS MEMBRANE FLASHING 3" RIGID INSUL R-15 G { WOOD SHINGLE ROOF OVER HORIZ, i", .t FURRING OVER 1X3 BATTENS SCREWED ! " 9,25" BLOWN-IN INSUL c MIN 1 INTO EACH RAFTER WRB , l, � r , Ll R-34 3" RIGID INSUL R-15 INTERIOR AIR 7.5 —� -; ARRIER BLOWN-IN IN IN SUL WRB R-26 CUSTOM GUTTER&RAINSCREEN COPING FUR EXIST, RAFTERS i" W/CONCEALED DOWNSPOUT NEW HEADER PER STRUCT. � ttl RAINSCREEN VENT BETWEEN INTERIOR AIR BARRIER MEMBRANE FLASHING TAPE TO SUBFLOOR BATTENS RAINSCREEN VENT BETWEEN - MEMBRANE FLASHING BELOW WRB BATTENS GAP FOR RAINSCREEN VENTILATION RIGID XPS (DO NOT CAULK,JAMBS TO BE CAULKED)—= SPRAY FOAM INSULATION AT EACH JOIST BAY(R15) METAL FLASHING - NEW HEADER PER STRUCT, DROP GWB CEILING V WOOD 2X TRIM WRB WOOD TRIM i' SHIM/MINIMALLY EXPANDINGFOAM �I RAINSCREEN VENT BETWEEN TAPE INTERIOR AIR BARRIER TO !! BATTENS WINDOW FRAME ----- -- WOOD TRIM _ j GAP FOR RAINSCREEN VENTILATION (DO NOT CAULK,JAMBS TO BE CAULKED) TAPE INTERIOR AIR BARRIER TO METAL FLASHING WINDOW FRAME WOOD 2X TRIM SHIM/MINIMALLY EXPANDINGFOAM INTERIOR AIR BARRIER WALL PANELLING 1� PTD WD BASE 5.5" BLOWN INSUL. R-20 �J WD FLOOR TO MATCH �— EXIST, WRB j 3"RIGID INSUL. R-15 TAPE INTERIOR AIR BARRIER TO SHIM/MINIMALLY EXPANINDG FOAM WINDOW FRAME 1X3 BATTEN SCREWED MIN, 1" INTO BRAKE METAL SILL EACH STUD WOOD TRIM — GAP FOR RAINSCREEN VENTILATION WOOD SIDING (DO NOT CAULK i - SPRAY FOAM RAINSCREEN VENT BETWEEN _ INSULATION 0 EACH BATTENS JOIST BAY(R15) MEMBRANE FLASHING BENEATH WRB ��_ WALL PANELLING INTERIOR AIR BARRIER 5.5" BLOWN-IN INSUL. R-20 BLOWN-IN INSUL. R-20 INTERIOR AIR BARRIER NEW/EXIST. SHEATHING NEW/EXIST, SHEATHING —� WALL PANELLING WRBlig 3" RIGID INSUL R-15 1 1 ��If ----------------- 3" RIGID INSUL R-15 1X3 BATTEN SCREWED MIN. 1" INTO 1X3 BATTEN SCREWED MIN. 1 INTO WD FLOOR TO MATCH EACH STUD EACH STUD EXIST. WD FLOOR WOOD SIDING i WOOD SIDING WRB FLASHING RAINSCREEN VENT BETWEEN BATTENS RAINSCREEN VENT BETWEEN BATTENS GAP FOR RAINSCREEN VENTILATION GAP FOR RAINSCREEN VENTILATION RYALL SHERIDAN ARCHITECTS METAL FLASHING 174 5TH AVENUE, SUITE 300 METAL FLASHING _ PARGE COAT TO 6" BELOW GRADE NEIN YORK, NY 10010 U C 646-809-4343 www,ryallsheridan,com PARGE COAT TO 6 BELOW GRADE <1 NEW/EXIST CLOSED NEW/EXIST CLOSED 3 RIGID XPS CONTINUES 36 BELOW WOOD DECK CELL SPRAY FOAM CELL SPRAY FOAM -. GRADE MIN. R-20 MIN, R-20 -- PROJECT#: 1515 EXIST FOUNDATION NEW/EXIST FOUNDATION �gaE o Aqr DRAWN: W WR �C��y PM S. R PT WD DECK FRAMING C - — _ CHECKED: WR 4" GRAVEL BASE PRINTED: 08.17.2017 s J J,x �� Jk�� '✓'dJ - O �°- 0150N q e 2aYJ� FOF NEW y0. CONC, DECK FOOTING = _ SCALE: As NOTED 3" RIGID XPS CONTINUES 361' D BELOW GRADE — TYPICAL WALL SECTIONS 2 TYP ��A �LS ECTION - HOUSE - NORTH WALL 1 TYP ��A �LS ECTION - HOUSE - SOUTH WALL ELECTRICAL NOTES FRANCO GENERAL:ELEC CONTRACTOR TO PROVIDE DESIGN/BUILD ELECTRICAL SERVICES FOR PROJECT BASED ON HOUSE ARCHITECT'S LAYOUT. WORK TO COMPLY WITH ALL APPLICABLE CODES. WORK TO BE COORDINATED AND REVIEWED BY ARCHITECT FOR COMPLIANCE WITH DESIGN REQUIREMENTS PRIOR TO INSTALL. ELEC CONTRACTOR TO PROVIDE ANY&ALL CODE REQUIRED LIGHTING& POWER NOT SHOWN. INSTALLATION:ENTIRE INSTALLATION SHALL COMPLY WITH ALL APPLICABLE CODES. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL NECESSARY MISCELLANEOUS ITEMS, WHETHER SPECIFICALLY 15919 Main Road INDICATED OR NOT, TO RENDER A COMPLETE ELECTRICAL INSTALLATION. East Marion, NY 11939 1 ELECTRICAL SERVICE: ELECTRICAL CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANY& PROVIDE ------------------- ALL NECESSARY EQUIPMENT AS REQUIRED FOR ELECTRICAL SERVICE TO THE RESIDENCE . IIII J ' I I J COORDINATION: ELECTRICAL CONTRACTOR SHALL PROVIDE POWER TO&VERIFY IN FIELD ALL REVISION DATE MECHANICAL EQUIPMENT& MISC. APPLIANCE ELECTRICAL LOADS, AMPERAGE&VOLTAGE REQUIREMENTS. IIII � I I _ IIII I I LAYOUT: ELECTRICAL CONTRACTOR SHALL LAYOUT ALL ELECTRICAL ITEMS ON SUBFLOORS FOR REVIEW IIII BY OWNER PRIOR TO& ROUGH-IN& RUNNING CONDUCTORS. IIII IIII SWITCHES:SWITCHES TO BE LUTRON MAESTRO SERIES WITH DESIGNER SERIES SCREWLESS FACEPLATES IIII COLOR=SNOW. REFER TO INTERIOR ELEVATIONS FOR SWITCH LOCATIONS NOT DIMENSIONED IN IIII ELECTRICAL PLANS:TYPICAL SWITCHES TO BE MOUNTED 48"AFF OC. ---- IIII DIMMERS: ELECTRICIAN TO COORDINATE DIMMER TYPE W/FIXTURE TYPE IIII IIII RECEPTACLES:ALL INTERIOR RECEPTACLES TO BE LUTRON DESIGNER SERIES W/MATCHING SCREWLESS IIII FACEPLATE, COLOR=SNOW(SW). PROVIDE GFCI RECEPTACLES WHERE REQUIRED BY CODE. REFER TO IIII INTERIOR ELEVATIONS FOR RECEPTACLE LOCATIONS &ORIENTATION @ BATHROOMS & KITCHENS. TYPICAL --------------------- RECEPTACLES TO BE MOUNTED @ 12"AFF O.C. I LIGHT FIXTURES: REFER TO REFELECTED CEILING PLANS FOR CEILING FIXTURE DIMENSIONS & INTERIOR ELEVATIONS FOR WALL FIXTURE LOCATIONS. Cl ADDITIONAL RECEPTACLES: IN ADDITION TO RECPETACLES INDICATED IN ELECTRICAL PLANS ELECTRICAL ------ ————————————— ----------- --- CONTRACTOR SHALL PROVIDE TYPICAL RECEPTACLES NECESSARY TO COMPLY WITH CODE --------------------------------------- __= REQUIREMENTS AS WELL AS (4)ADDITIONAL RECEPTACLES & NECESSARY CIRCUITING TO BE LOCATED BY J r� OWNER DURING CONSTRUCTION. ELEC PLAN KEYNOTES D I ( `J TV/DATA OUTLETS:ALL DATA OUTLETS TO BE LUTRON DESIGNER SERIES FIELD CUSTOMIZABLE MULTI-PORT FRAMES& MATCHING COVERPLATES. PROVIDE CABLE JACK&TELEPHONE JACK WITH HOME 1. PROVIDE J BOX FOR AUTOMATIC SHADES TYP. I I DD RUNS TO STORAGE CLOSET. GC TO COORDINATE PRE-WIRING FOR LOCAL CABLE/TEL PROVIDER. ALL ROOMS EXCEPT BATHS I i I SD SD D I -- sD SMOKE/CO DETECTORS: SHALL BE PROVIDED& LOCATED TO COMPLY WITH SECTION 313 OF 2012 IRC. ALL _ _ _ _ _ _ _ _ _ _ _ _ _ DETECTORS TO BE MOUNTED ON WALLS CENTERED AT LEAST 6" BUT NOT MORE THAN 12" BELOW FINISH .LLCIELING. ALL SMOKE DETECTORS TO BE Kidde i4618 (FIrex) &COMBINATION DETECTORS TO BE Kidde KN-COSM-BA. I I I I I o o SOLAR PRE-WIRING: PROVIDE WIRING FOR FUTURE SOLAR INSTALLATION AT GARAGE ROOF I I I I I I BACKUP GENERATOR: CONTRACTOR TO COORDINATE INSTALLATION OF NEW PROPANE FUELED WHOLE-HOUSE BACKUP GENERATOR I I I I I I I I 100 EF I I I I I II J N ELECTRICAL SYMBOL LEGEND t9 RECESSED DOWNLIGHT RECESSED WALL WASHER WALL MTD FIXTURE 1 PROPOSED GROUND FLOOR POWER & LIGHTING PLAN � CEILING MTD FIXTURE CEILING PENDANT 1 -GPr SWITCH � SWITCH, 3-WAY 01 J 69� SWITCH,W/DIMMER 0 D RECEPTACLE FI RECEPTACLE GFCI OHO I OHO RECEPTACLE WATERPROOF + I RECEPTACLE ONE SWTICHED OUTLET D D l I RECEPTACLE 4-PLEX D ® FLOOR RECEPTACLE --- D O JUNCTION BOX SD sD SMOKE/CO DETECTOR I I 0�— I I ®— TV/CABLE/DATA OUTLET II D3 II �T --------------------------------- -------------- --------------- ---- ------ ----------------------------------- ------ , O THERMOSTAT L1-____________________ D SD --- U CHIME D D ❑.J EQUIP PANEL/SHUTOFF ---- ---- - RYALL SHERIDAN ARCHITECTS 174 5TH AVENUE, SUITE 300 NEW YORK, NY 10010 646-809-4343 www.ryallsheridan.com I I I 1 I I I I I I I I I I PROJECT#: 1515 OytEb DRAWN: WWR S' a CHECKED: WR PRINTED: 07.18,2017 Q SCALE: AS NOTED N HOUSE ELECTRICAL POWER & LIGHTING PLANS � 2 PROPOSED UPPER POWER & LIGHTING FLOOR U Qi W I O O W LI n $",� EDWARD ARMUS \ ENGINEERING PLLC N \ \ ROOF FRAMING - RAFTERS, � EDWARD ARMUS, PE FLUSH GIRDERS, FLUSH HEADERS, RIMS, COLLAR TIES, NEW FOUNDATION WALL:8" THICK 36 DEER RUN CEILING JOISTS 8„ POURED CONCRETE WALL VVITH#4 WATER MILL, NY 11976 I REBAR AT 24"OC HORZ/VERTICAL. 631-804-6267 OPEN PERGOLA COLUMN FOOTING 0 EXISTING FOUNDATION WALL-NO CHANGE EXISTING FOUNDATION WALL-NO CHANGE 3"POURED CONCRETE RAT cllj `�" W SLAB ON COMPACTED GRADE WITH (2)#4 LONGITUDINAL BARS AND#4 12'-11" FOOTING: CONTINUOUS 20"x8" FOOTING SECOND FLOOR FRAMING - TRANSVERSE BARS AT 48" OC WITH 18" COLUMNS, DROP BEAMS, .. I I DROP HEADERS, DROP _ LONG#4 DOWELS AT 24" ( - [C3]NEW 3"DIAMETER PIPE COLUMN WITH 60 GIRDERS, SHEAR PANELS VAPOR f 12X12X8"BASE PLATE,SLAB TO 1ST,GROUT BARRIER, 6 MIL PLASTIC 1 "8 I NEW FOUNDATION WALL:8"THICK POURED CONCRETE AROUND BASE PLATE AND FEATHER TO SLAB I WALL WITH#4 REBAR AT 24"OC HORZ/VERTICAL. CONTINUOUS 20"x8"FOOTING WITH(2)#4 LONGITUDINAL [C1]NEW HSS4X4X4 COLUMN WITH 7X16Aa" EDUCATION LAW OF THE STATE OF NEW TYPICAL C RAW LS PAC E WALL DETAIL YORK PROHIBITS ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS - - BARS AND#4 TRANSVERSE BARS A 48"OC BASE PLATE,FOUNDATION TO 2ND FL AND/OR THE ACCOMPANYING LJ N SECOND FLOOR LEVEL- SPECIFICATIONS,UNLESS ITS UNDER THE r FLOOR JOISTS, FLUSH SCALE: NTS DIRECTION OF A LICENSED PROFESSIONAL ENGINEER,WHERE SUCH ALTERATIONS ARE MADE,THE PROFESSIONAL ENGINEER MUST 13'-9" GIRDERS, FLUSH HEADERS SIGN,SEAL,DATE AND DESCRIBE THE FULL E 13'-3" EXTENT OF THE ALTERATION ON THE ADD NEW 16X16 BLOCK PIER ON EXISTING [C2]NEW HSS4X4X4 COLUMN WITH 16X16X8" DRAWING AND/OR IN THE SPECIFICATION CRAWLSPACE LEDGE,TOP EVEN WITH BASE PLATE,CRAWL TO 2ND FL (NYS ED.LAW SECTION 7209-2). EXISTING FOUNDATION WALL,GROUT SOLID FIRST FLOOR FRAMING - ARCHITECT: � �� •� � � COLUMNS, DROP BEAMS, TOP VIEW RYALL PORTER DROP HEADERS, DROP SHERIDAN ARCHITECTS GIRDERS, SHEAR PANELS TODEC POST TO BE CONNECTED I — 12" TO DECK GIRDERS WITH 45 WEST 21st STREET, 4th FL SIMPSON SIMPSON LCE POST CAPS NEW YORK, NY 10010 ( 1'-8" FOOTING [C4]NEW 3"DIAMETER PIPE COLUMN WITH ABU6 OR SIMILAR GR nF 212-254-1175 12X12X8"BASE PLATE,SLAB TO 1ST,GROUT 8"WALL SAWCUT NEW ACCESS OPENING AROUND BASE PLATE AND FEATHER TO SLAB - TO CRAWLSPACE,MINIMUM 36X36 FIRST FLOOR LEVEL - FLOOR PORCH COLUMN FOUNDATIONS-12" --"'.-J �; cel iv DIAMETER 3,500 PSI POURED f _ io in JOISTS, FLUSH GIRDERS, z CONCRETE SONOTUBE PIER WITH FLUSH HEADERS 2 FOUR#4 VERTICAL REBAR-BOTTOM r r MINIMUM 36"BELOW FINAL GRADE- SIMPS3"THICK POURED CONCRETE RAT SLAB ON ANCHORED N ABU44 POST BASE ANCHORED TO PIER TOP WITH 5/8" COMPACTED SUBGRADE-TROWEL ANCHOR BOLT FOR CONNECTION TO SMOOTH WOOD COLUMN-SEE DETAIL --4 EXISTING FOUNDATION TYPICAL SONOTUBE DETAIL LFOUNDATION PLAN - SCALE: NTS GENERAL NOTES I I BASEMENT WALLS, COLUMNS, CV SPREAD FOOTINGS, DROP I -41 GIRDERS OR DROP HEADERS EXISTING FOUNDATION WALL-NO CHANGE z I f 6X6 TIMBER RETAINING WALL WITH 4fFT LONG ALIGN FOUNDATIONS DEADMEN AND CROSS BLOCKS EVERY OTHER COARSE,FASTEN TIMBERS TOGETHER WITH 8" SDWS LAG SCREWS FOUNDATION PLAN (BASEMENT SHOWN ) FRAMING DRAWING KEY SCALE: 1 /4" = 1 '-0" SCALE: NTS rn 6X6 TIMBER COLUMN NOTCH TOP OF 6X6 TIMBER COLUMN, FACE L OF 2X12 TO BE FLUSH WITH COLUMN FACE NEW PARTIAL FLUSH HEADER(2)PLY 11-7/8"LVL ♦� +(1)3/4"X 12"STEEL FLITCH PLATE (2)11-7/8"LVL HDR (2)11-7/8"LVL HDR (3)11-7/8"LVL HEADER � Q - - — Lu TIMBER2X12 - FT_ - - - +- -- - - ^ 0 DOUBLE 2X8 - - - - !� o Q Z -- 2X8 DJ AT 16"OC t uj ® - ZN Uj --- - - -- Q O J Z L f� cv _ Q DEMOLITION AND REMOVALS x �' EXISTING SECOND FLOOR ABOVE + W NEW 4-PLY STUD POST FOR — - O LO RIDGE LOAD ABOVE,BLOCK - --- GAS - BETWEEN FLOOR JOISTS AS �_ v GAS o_ Q m 0o FP O NEEDED �- FP O W N N NEW 4-PLY STUD POST FOR RIDGE w w EXISTING FLOOR EXISTING FLOOR I I LOAD ABOVE, BLOCK BETWEEN FLOOR m ? FRAMING TO REMAIN FRAMING TO REMAIN OVERHANG ABOVE JOISTS AS NEEDED p p EXISTING FLOOR [C1]NEW HSS4X4X4'COLUMN FRAMING TO REMAIN - ---- FOUNDATION TO 2ND FL ---- 2X8 DJ AT 16"OC BOX BEAM 9-1/2"LVL BLOCK DOWN FROM JOISTS ABOVE _ DOUBLE 2X8 --- -- \ NEW W12X72 GIRDER(HOLES TOP, BOTTOM&WEB) TOP OF GIRDER TO UNDERSIDE OF EXISTING 2ND FLOOR [C2]NEW HSS4X — — a W SUBFLOOR, PARTIAL DROP(-4")INTO LIVING ROOM 4X-COLUMN , FJ:9-1/2"TJI,230 SERIES AT 16"O.C, o wLL x — — N CRAWL TO 2ND FL x — 2X8 DJ AT 16"OC J — ---- --- Q Vin, , - - --------- - 06 m w o -- - - ......... NEW 4-PLY STUD POST FOR RIDGE Q - - NEW 4-PLY STUD POST FOR RIDGE O J LOAD ABOVE, BLOCK BETWEEN FLOOR w LOAD ABOVE,BLOCK BETWEEN FLOOR x — — — — JOISTS AS NEEDED JOISTS AS NEEDED = m >� N .... ............ .... __ ........,....... - .. V- W ------ 1 — rn EXISTING FLOOR M.: '� -- O > O FRAMING TO REMAIN --- w EXISTINGECO FLOORABOVE �' — - — — -- w O ........ I ,� LL D 0 I I W I H 2 i � --- EXISTING FLOORVj U FRAMING TO REMAIN ¢ c`�, w - -- - { 2X8 DJ AT 16"OC — — — — Z 1 °x° _ — _ -- - I I I DOUBLE 2X8 3/4"T&G SUBFLOORRIES AT 16".O-C, _...... ............. ......................... ,, i ; --_. `... ............ ......... ............ .. ............ { � AlOft 00 r i . i .. W -- - __---_ - ....... ....i.... .... .. ....... \..... i � 2X8 DJ AT 16"OC -- L- — - _ -- O - - J �-. BOX BEAM 9-1/2"LVL HB (3)11-7/8"LVL HEADER BUILTUP FLITCH HEADER: (3) 11-7/8"LVL HEADER (3)11-7/8"LVL+(2)1/2"X 12"FLITCH PLATES00 4 RECONFIGURE DRWGS 8/15/17 PROVIDE 3"DEEP X 5"WIDE ANGLE LEDGES ON BOTH SIDES 3 UPDATE 1ST FL PLAN 7/11/17 NOTE: CONTRACTOR MUST COMPARE 2 UPDATE NOTES 5/11/17 N STRUCTURAL PLAN TO ARCHITECTURAL OF TUBE COLUMN TO SUPPORT DROP WINDOW HEADERS 1 FRAMING PLAN 4/1/17 DRAWINGS AND NOTES PRIOR TO START OF CONSTRUCTION-CONTACT ARCHITECT N 1ST FLOOR LEVEL FRAMING PLAN ( 1ST FLOOR SHOWN ) WITH ANY DISCREPANCIES OR CONFLICTS 1ST FLOOR FRAMING PLAN ( 1ST FLOOR SHOWN ) No. Revision/Issue Date SCALE: 1/4 - 1 -0 SCALE: 1/4 1 -O PROJECT NO. SHEET W If II if 17-18 co x FRANCO N DATE APR 2017 1 SCALE AS NOTED I' (2) 14"LVL HEADER (2) 11-1/4"LVL HEADER (2)14"LVL HEADER EDWARD ARMUS w a o ENGINEERING, PLLC N = = EDWARD ARMUS, PE J ° > 36 DEER RUN J WATER MILL, NY 11976 631-804-6267 STUD POCKET NEW 4-PLY STUD POST UNDER FLUSH FLITCH GIRDER, POSTING TO CONTINUE DOWN THRU FIRST FLOOR TO BASEMENT SLAB 2X10 TIMBER r` NEW DROPPED(3)PLY 8"LVL+(2)1"X 8" rr ! E STEEL FLITCH PLATES, BOTTOM OF FLITCH ! c. o O DOUBLE 11-7/8 LVL RIM �; BEAM EVEN WITH BOTTOM OF CEILING JOISTS i I W (2)11-1/4"LVL HEADER il; C') x f 7-1/4 LVL JOISTS AT 12"OC F THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS ANY PERSON FROM (� ? 0 O i p IALTERING ANYTHING ON THE DRAWINGS Z I i0 ; i0 - AND/OR THE ACCOMPANYING I SPECIFICATIONS,UNLESS ITS UNDER THE NEW STRUCTURAL RIDGE TO BE SET UNDER EXISTING, (4) NEW STRUCTURAL RIDGE TO BE SET UNDER EXISTING Q Q Q Q !- DIRECTION OF A LICENSED PROFESSIONAL _ 20"LVL,WITH SIDE BRACES EVERY 32"OC,BOTH SIDES (2)14"LVL,WITH SIDE BRACES 32"OC, BOTH SIDES — ? i _ _ , ENGINEER,WHERE SUCH ALTERATIONS ARE W o 0 0 SIGN,SEAL,DATE AND DESCRIBE THE FULL X w € I ! MADE,THE PROFESSIONAL ENGINEER MUST 1 -� ? i N X I j< l X I. X EXTENT OF THE ALTERATION ON THE > 7-1/4 LVL JOISTS AT 12"OC �',' N N X N DRAWING ti 2X10 TIMBER fI € # } N g I (NYS ED.LAWS SECTION 7209-N THE 2). „ ARCHITECT: 0 , p NEW 4-PLY STUD POST UNDER FLUSH FLITCH € E # 4 ? ` ' t RYALL PORTER . i € t GIRDER,POSTING TO CONTINUE DOWN THRU I � —` �_ — � � —�- ”! s --- — � — = ; . .......:. ..: .. .....,.,.........:........... .. —� �—.x .-_ SHERIDAN ARCHITECTS FIRST FLOOR TO BASEMENT SLAB EXISTING RIDGE TO REMAIN EXISTING RIDGE TO REMAIN 7-1/4 LVL JOISTS AT 12"OC ; 45 WEST 21st STREET, 4th FL NEW YORK, NY 10010 DECK BELOW 212-254-1175 i 7-1/4 LVL,JOISTS AT 12"OC EXISTING FRONT SLOPED ROOF TO REMAIN EXISTING FRONT SLOPED ROOF TO REMAIN RIDGE O 1-7/ 2 1 8 LVL ------- w 0_ d' Q' 0f U iV mw m m m m fY O ' i O I Lu a 4 I € coi I ��- 0 0 0 0 0 0 I ¢ k Q GENERAL NOTES ~o - _ N N N N N N wCN CO I t1� E r iCN - { 2X10 TIMBER 2X10 TIMBER 2X10 TIMBER 2X10 TIMBER 2X10 TIMBER _- -STUD POCKET 13' EXISTING ROOF RAFTER TAILS -TO REMAIN NEW FRONT ROOF TO MATCH SLOPE OF EXISTING NOTE: CONTRACTOR MUST COMPARE STRUCTUR2ND FLOOR FRAMING PLAN (2ND FLOOR SHOWN) DRAWINGSANDNOL PLAN TOARCHI TO R MAIN ROOF FRAMING PLAN (2ND FLOOR SHOW DRAWINGS AND NOTES PRIOR TO START OF CONSTRUCTION-CONTACT ARCHITECT SCALE: 1/4" = 1 �-O�� WITH ANY DISCREPANCIES OR CONFLICTS W SCALE: 1/4 " = 1 '—O" co 0 X N W 0° 2X10 TIMBER X N LU co co W M < f NEW STRUCTURAL RIDGE TO BE SET o 0 � z NEW 2X10 RAFTERS UNDER EXISTING, (4) 20" LVL, WITH SIDE a 2�6 2�e BRACES EVERY 32" OC, BOTH SIDES w 0 Q O FRAMING NOTES STRUCTURAL STEEL w (2) 14" LVL 1p 1p 10 19 p 1p ZC3) Q A a 0 z 12 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- 1. ALL STRUCTURAL STEEL SHALL BE A-36 STEEL CONFORMING TO ASTM Q HEADER ��I'/S, w 0) LARCH STRUCTURAL GRADE NO. 1 OR BETTER. SPECIFICATIONS. AFFIDAVIT TO BE FILED WITH BUILDING DEPARTMENT -- ��ti p LO (— UPON REQUEST. Q C� Cif 111 .. T_ (n y 2. ALL SHEATHING TO BE APA RATED, EXPOSURE 1, 5/8" MIN.THICKNESS. 0ATF W 2. ALL STRUCTURAL STEEL FABRICATION,ERECTION,AND CONNECTIONS p NEW DROPPED (3) PLY 8" LVL + (2) 1" X 8" o �, 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, EXPOSURE 1, SHALL CONFORM TO LATEST AISC STANDARDS AND SPECIFICATIONS STEEL FLITCH PLATES, BOTTOM OF FLITCH S 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD TO BE SET ON TYPE 2 CONSTRUCTION EXCEPT AS NOTED. p BEAM EVEN WITH BOTTOM OF CEILING JOISTS SOLID BLOCKING. GLUE AND NAIL ALL SHEETS. 3. ALL FIELD CONNECTIONS TO BE 3/4"DIA.MACHINE BOLTS UNLESS C_ 4. ALL HEADERS 6'-0"AND OVER SHALL BE SUPPORTED WITH DOUBLE INDICATED OTHERWISE. SHOP CONNECTIONS TO BE EITHER MACHINE O UPRIGHTS, 9'-0"AND OVER WITH TRIPLE UPRIGHTS. (ALL UPRIGHTS BOLTED OR WELDED. ALL BOLTS TO BE A-325 FRICTION TYPE. w 2X10 TIMBER I]_ TO BE GLUED WITH PL PREMIUM AND NAILED.)ALL HEADERS SHALL CONNECTIONS SHALL BE PER TYPE 1CONSTRUCTION PER RISC FOR m d. PORTAL FRAMES AND SHALL BE DETAILED TO DEVELOP AT LEAST FULL BE A MINIMUM OF (2)2X8 OR AS SHOWN ON DRAWING. ALLOWABLE MOVEMENT AND SHEAR CAPACITY. ALL REMAINING STEEL ~o _ 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR TO HAVE TYPE 2 CONNECTIONS. A-307 BOLTS MAY BE USED FOR X z lm BEAMS AS PER N.Y.S. CODE OR AS NOTED @ 8'-0"O.C. MIN. MINOR CONNECTIONS WHEN ACCEPTABLE TO ENGINEER. N PROVIDE 2"SPACE FOR AIR CIRCULATION IN ROOFS. 4. THE STRUCTURAL STEEL FABRICATOR SHALL SUBMIT SHOP DRAWINGS 0 6. DOUBLE FRAMING AROUND ALL OPENINGS (SKYLIGHTS, STAIRS, ETC.) TO THE ENGINEER FOR APPROVAL. ERECTION OF STRUCTURAL STEEL OR AS NOTED ON DRAWINGS. SHALL NOT PROCEED UNTIL THE SHOP DRAWINGS HAVE BEEN APPROVED. Q9 2ND FLOOR ROOF SECTIO N 5 7. TRIPLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS . ALL WELDING SHALL CONFORM TO AISC AND AWS SPECIFICATIONS, OR AS NOTED ON DRAWINGS. SCALE: 3/8" = l'-O" 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATEDIftw . GALVANIZED METAL CONNECTORS BY"TECO"OR APPROVED EQUAL. 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS SHALL RECEIVE 5-1 OD NAILS AT SILL AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. "1 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D @ 4" O.C. EXTERIOR 2X10 TIMBER TOP VIEW EDGES AND 6D @12"O.C. INTERMEDIATE. 4• 11. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING,AND POUR STOP TOP VIEW cn 0 ,•• WATERPROOFING SHALL BE BY ARCHITECT. •`' 4X4 POST a TO DECK POST TO BE CONNECTED 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD 12" TO DECK GIRDERS WITH WITH GALVANIZED HURRICANE TYPE CONNECTORS BY"TECO"OR -=--- PORCH COLUMN FOUNDATIONS-TUBE SIMPSON SIMPSON LCE POST CAPS Uj APPROVED EQUAL. FOR TIMBER PILE FOUNDATIONS, PROVIDE2X10 OUTRIGGER TO HOUSE, ER PLAIN DIAMETER AS PER FOUNDATION PLAN,3,500 ABU4 OR SIMILAR HURRICANE CLIPS AT ALL PERIN4ETER JOIST TO GIRDER CONNECTIONS. THRU WALL SHEATHING, SIMPSON MASE PSI POURED CONCRETE SONOTUBE PIERWITH FOUR#4 VERTICAL REBAR, BOTTOM 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA PACIFIC GPI 4X4 POST ANCHORED TO WALL OR 5/8"ANCHOR SERIES WOOD-1-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, TO PERGOL STUDS/SOLID BLOCKING, BOLT MINIMUM 36"BELOW FINAL GRADE-EMBED PORCH COLUMN FOUNDATIONS-12" " „ SIMPSON MASB MUD SILL ANCHOR INTO PIER DIAMETER 3,500 PSI POURED FLASH WITH SIDING GIRDERS AND HEADERS SHALL (HAVE BEARING STIFFENERS INSTALLED ,, TOP FOR CONNECTION TO PORCH GIRDER OR Z CONCRETE SONOTUBE PIER WITH AS PER MANUFACTURERS RECC)MMENDATIONS. WEB STIFFENERS z_ 5/8"ANCHOR BOTH AND ABU POST BASE- FOUR#4 VERTICAL REBAR-BOTTOM 4 RECONFIGURE DRWGS 8/15/17 SHALL BE REQUIRED AT ALL LOPED AND BEARING POINTS AT A a, .,dM � POUR STOP TOP OUTSIDE EDGE OF PIERS- ° MINIMUM 36"BELOW FINAL GRADE- OUTER 2X10 RIM BOARD coSEE DETAIL SIMPSON ABU44 POST BASE 2 UPDATE NOTES 5/11/17 MINIMUM. A SINGLE 1-3/4" LVL RIIM JOIST SHALL BE REQUIRED AT ANCHORED TO PIER TOP WITH 5/8" FLOOR PERIMETERS. HANDLING, STORAGE AND ERECTION OF PERGOLA FRAMING TO BE CEDAR,TROPICAL ANCHOR BOLT FOR CONNECTION TO 1 FRAMING PLAN 4/1/17 COMPONENTS SHALL BE AS PER MANUFACTURERS HARDWOOD OR TREATED LUMBER ° WOOD COLUMN-SEE DETAIL RECOMMENDATIONS. No. Revision/Issue Date 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF STRUCTURAL SCREW TYPICAL PERGOLA COLUMN FOOTING DETAIL (SDS)AT 12"OC THRU LAMINATIONS AS PER MANUFACTURERS SPECIFICATIONS TYPICAL PERGOLA FRAMING TYPICAL ON—GRADE DECK SONOTUBE DETAIL PROJECT NO. SHEET 17-18 5. ALL FLITCH BEAMS TO HAVE 2 ROWS OF 1/2"DIA. GALV. SCALE: NTS SCALE: NTS SCALE: NTS FRANCO MACHINE BOLTS @ 18"O.C.AND (2) BOLTS 3" FROM EACH END. DATE APR 2017S-2 SCALE AS NOTED kl�x"n, �- 7� w FRANCO 4 HOUSE -5 ———————————— Tax Map #1000-23-01-10.1 8 � / s LAND NOR OR FORMERLY OF , JEANNINE T. JAYNE —— — 7 MEETS & BOUNDS BY: JOHN MINTO LAND SURVEYING COASTAL EROSION HAZARD LINE --",z FEBRUARY 2017 �r ------ / // / /�� // ��'J — 513°57'30"IY------------------ / � "' z �_—___ 13 � 15919 Main Road _ —_�---- -a—�r---------= _—-------- E East Marion, NY 11939" ---------------- - - - ------------- --- 11 — - / - _ 267.39' 521°2 .,.�_�_�__�_— - / I I � at \ -- -------- ------ �� ..��- 309.00' _—.— ------ - �/ I / I I / EXIST GRAVEL DRIVEWAY ja ----------------- ___ I--- DEED 08.49' _ I SAS* 2'15a'(E , 12.90' z.j PROP.UNDRGRND TO REMAIN ACTUAL 3 --- Il I_ --r- PROPANETANK --- ------ - ------------ _ — — °zl'lo"w PROP.AC& , \ _ ------------ _ _.---- REVISION _ r.�_-- -1 I• �I- 1 GENERATOR--_ I r-- -T-- ------------------ L ------------------ ------------------- -- - — DATE i LOCATION EXISTING / I 119.29' —-__-------_— ---__--50 I 1 1 1j / N13°57'30"w I 0 10.06.2017 WELL REVISION 1Tax Map #1000-23-01-9 / I REVISION 2 04.11,2018 LANll NOW OR FORMERLY OF - iLINDA A. PIEKARSKI I I I I --20'-0"SIDEYARD SETBPICK___ _ /1 ! -i1-1- -- - ------ 2 -o PROP WD DECK i EXIST PGARAGE 56 7 8 8 s se� ` \\ GARAGE SEPARATE I ,J�� f----L- / \ \ RMIT 240.00' —-I `i I I I 1 \ c0 \ Oym, I I PROP WD DECK I N -S1S1 °12'50 I , . '-0" +15'-0"ASL) \ I of \ 1 I 1 — — – DW) HOUSE FFE 14� 14 --� EXISTING SEPTIC\ ' ! W -__--_j \ I EXIST so'.0" r o I I \ 1 ----------------- I TO REMAIN \ I HOUSE �rx - - ----- -------- 1 I I I 1 I \ \ '------ - I 1 I I 1 \ ` I I�Y - . AREA OF WORK 100'-0" \ 1 a 0 , 04 o 0 I I \ \ 11 I 1 I \ 1` �po 1 u 'DWI THIS PERMIT I I ( ` o0 I / 256'-11" \ I 1 \ ;\"' ;�a f —!�° I 13 a PROP./ °z Q l I A_D-D-R•`IONTIELINEAONGAPPARENT HIG WAT RMATK ON 10/14/15 -- -- I' --�---_--_--_--_--_--`-__` Uj \ E12 12_ of/ —now OMAN" 0-=ESND R � ESIjE E�NAIbK ANN POOL BY + -1.1_SY PERMIT za TE TEST HOLE _ a PROP _ \ 'COVERED i -10 50'WETLAND POOL,N ETBACK 01f11 1000 ---- --- -------- - PROPERTY----------- \o .- \\ �P �, ___ __ ------------------------ �.� ROP E 0 \ Tax Map #1000-23-01-11.3 25'-0"SIDEYARD SETBACK \ \ ' LAND NOW OR FORMERLY OF _� JOYCE A. ORRIGO N r' i , IIs /s ( / / _ �._.�.-�-�.—--•— .-� —--" —_—_ \_— \�\ — \',` --�- TEL DRIVEWA - '21'10^W ESN I O R _ 0.7 ' Tax Map #1000-23-01-8.205 9 - LAND NOW OR FORMERLY OF ELAINE PLANZOS & DENNIS P. COLAITIS Tax Map #1000-23-01-6 s .1 LAND NOW OR FORMERLY OF ' FREDERICK DE LA VEGA & LAWRENCE HIGGINS N I POND HIGH WATERMARK OF POND SITE PLAN � 1 _ SITE PLAN, CONTINUED 1" =30'_10° 2 1" =30'-0" RYALL SHERIDAN ARCHITECTS PROJECT INFORMATION DRAWING LIST 174 5TH AVENUE, SUITE 300 NEW YORK, NY 10010 646-809-4343 www.ryallsheridan.com ADDRESS: ARCHITECTURAL A000 SITE PLAN, INFO&DRAWING LIST Iq 15919 Main Road PROJECT#: 1515 st ion N 19 � A001 NOTES&ABBREVIATIONSIk\ 0 2 A002 SCHEDULES AEn A PROPOSED CONSTRUCTION: 2 A003 STORMWATER MGMT PLAN S. Roy LRenovation &Addition to Existing Wood Frame House A102 EXISTING/DEMO PLANS revised APRIL 11TH, 2018 DRAWN: WWR �0 M S" RYQt�✓\ verstion of detached garage to attached conditioned habitable space A103 PROPOSED GROUND FLOOR&DECK PLANS sem„ A104 PROPOSED UPPER LEVEL&ROOF PLAN CHECKED: WR ' LICA- A203 HOUSE ELEVATIONS 2015 IRC as adopted by NY State 2 A204 HOUSE ELEVATIONS 2015 ECC as adopted by NY State A205 HOUSE ELEVATIONS PRINTED: 04.11.2018 �� N0 0 A206 HOUSE ELEVATINS r o 0150 TOWN OF SOUTHOLD ZONING DISTRICT: A303 HOUSE SECTIONS F Op N E�N .40 R-80 A304 HOUSE SECTIONS SCALE: AS NOTED 9NvaHEIGHT: 2 A510 TYPICAL WALL SECTIONS (� D Proposed Eave Alteration 1=� 2 Stories 0 E101 HOUSE LIGHTING &POWER PLANS r• rl r'��,y COVER PAGE & sTRucTURAL DRAWING LIST SUFFOLK COUNTY TAX# S1 HOUSE FOUNDATION &FIRST FLOOR FRAMING PLANS ro 1000-23-01-8.1 Tr`0' '• S2 HOUSE 2ND FLOOR&ROOF FRAMING PLANS LOT AREA: 0 S7 EXIST GARAGE RENOVATION PLANS 14 >a 94,636 ft2 0 UI SQUARE FOOTAGE: 1,800 sf existing conditioned �I 454 sf converted from unconditioned to conditioned 73 sf roposed addtion Il ABBREVIATIONS GENERAL NOTES FRANC® ADJ ADJACENT CONTRACT DOCUMENTS ADDITION AFF ABOVE FINISHED FLOOR ALUM ALUMINUM The Contract Documents shall consist of the Agreement,the Project Specifications, and the Drawings that are cooperative and AMPS AMPERES continuous. Items and/or work indicated, called for, or reasonably implied in any of the Documents shall be supplied as though ANOD ANODIZED fully covered in each. APPD APPROVED -V AUDIO-VISUAL SCOPE OF WORK 15919 Main Road BD BOARD The Contractor shall provide and pay for all materials, labor,tools and other items necessary to complete the work. All materials East Marion, NY 11939 B.O. BOTTOM OF shall be new and both workmanship and materials shall be of good quality. All workmen and subcontractors shall be skilled in their BOT BOTTOM trades. BSMT BASEMENT The Contractor shall be responsible for safe, proper and lawful construction; and shall construct in the best and most workman REVISION DATE P CAST IN PLACE CJ CONTROL JOINT p p CL CENTER LINE like manner in a complete structure and everything properly incidental thereto, as shown on the Plans or reasonably implied, 1 CLG CEILING REVISION 0 09,08.2017 CLR CLEAR The Contractor shall protect the work and be responsible for any damage or injury due to his act or neglect,The Contractor shall REVISION 2 2 04.11,2018 CIVU CONCRETE MASONRY UNITkeep the premises free from accumulation of waste materials at all times, COL COLUMN CONC CONCRETE Measurements must be taken on the job before erection or fabrication. CONT CONTINUOUS CPT CARPET p CT CERAMIC TILE Extra corn ensation will not be allowed because of differences between job and Drawings that have not been brought to the DBL DOUBLE attention of the Architect prior to starting the work, DEMO DEMOLISH OR DEMOLITION DIA DIAMETER QUALITY STANDARDS DIM(S) DIMENSION(S) Materials, equipment and workmanship of all trades shall conform to recognized standards of good quality of the respective DN DOWN grade, DR DOOR DTL DETAIL Materials and equipment shall be new, sound, of good quality and suitable for the specific applications, DWG DRAWING EA EACH EL ELEVATION Vertical members shall be plumb, horizontal members&surfaces shall be level and true to plane, Workmanship shall be neat, ELEC ELECTRICAL clean and true to line and dimensions. ELEV ELEVATOR OR ELEVATION EPDM ETHYLENE PROPYLENE DIENE M-CLASS(ROOFING) Finish materials shall be free of tool marks, flaws and blemishes, EQ EQUAL EXIST EXISTING Joinery and connections shall be accurate, close fitting and well made. EXT EXTERIOR FIXT F R FLOOR Tolerances by recognized national trade associations will be the minimum acceptable standard of the respective trade work. GA GAUGE GALV GALVANIZED All products&materials used by the Contractor shall be applied, placed, erected or installed in strict accordance with the GWB GYPSUM WALL BOARD manufacturer's specifications, instructions&recommendations, HM HOLLOW METAL HR HOUR CODES HT HEIGHT Conform to all of the latest editions of all building and zoning codes and regulations having jurisdiction over this project, including HVAC HEATING,VENTILATING, AND AIR CONDITIONING International Residential Code, Local Zoning Ordinances, Fire Code and applicable Mechanical and Electrical Codes, ILO IN LIEU OF INSUL INSULATED OR INSULATION Construction shall conform to the 2015 edition of the International Residential Code as modified and adopted by Suffolk County. INT INTERIOR JT JOINT LBS POUNDS MAX MAXIMUM SMOKE & CARBON MONOXIDE DETECTING DEVICES MO MASONRY OPENING MECH MECHANICAL MEMBR MEMBRANE MFR MANUFACTURER Smoke&carbon monoxide detcting devices shall be provided according to Section 313 of the 2015 IRC, MIN MINIMUM MRGWB MOISTURE RESISTANT GYPSUM WALL BOARD MTL METAL MW MILLWORK NIC NOT IN CONTRACT PROTECTION OF OPENINGS NO NUMBER NOM NOMINAL OC ON CENTER Per R301.2.1.2 recut wood structural panels compliant with the sizing and fastening requirements perscribed in that section shall OH OPPOSITE HAND p p p OZ OUNCE be provided for all openings. PERP PERPENDICULAR PL PLATE PLAM PLASTIC LAMINATE PLUMB PLUMBING PLYD PLYWOOD PT PNT PRESSURE TREATED PLUMBING RISER DIAGRAM AINT ENVELOPE NOTES PTD PAINTED PVC POLYVINYL CHLORIDE RAG RETURN AIR GRILLE RBR RUBBER 3"VTR Work shall comply with IECC 2015 as adopted by New York State RCP REFLECTED CEILING PLAN RD ROOF DRAIN Air Barriers,weather barriers&thermal insulation to be installed per manufacturer's instructions, REQD REQUIRED RM ROOM 1 SCLU STRUCTURAL CEILING LEVEL i(UNDERSIDE) \ Blown insulation to be marked every 300 sf, SHT SHEET 1 Blower Door Test-Contractor to provide verification that building meets 2015 IECC air tightness requirements of 3 Air Changes SIM SIMILAR I `�� g g q g SPEC SPECIFIED OR SPECIFICATIONI per Hour at 50 pascals. SPK SPRINKLER I `� SSD SEE STRUCTURAL DRAWINGS EXISTING SEPTIC: 3" � \� ENVELOPE PERFORMANCE VALUES: SSTL STAINLESS STEEL 1000 GALLON SEPTIC TANK W/ 3 8' DIAMETER 4' 1 �� \` See REScheck Compliance Certificate STC SOUND TRANSMISSION COEFFICIENT DEEP CESSPOOLS INSTALLED TO SUFFOLK 1 `� 1.5" STL STEEL COUNTY HEALTH DEPT SPECIFICATIONS BY M BATH STRUCT STRUCTURE OR STRUCTURAL LATHAM SAND&GRAVEL, 2007. I NEW 1 T&G TONGUE AND GROOVE TEL TELEPHONE SHOWER NEW T.O. TOP OF 2" 1 TOC TOP OF CONCRETE NOTE: I WASHER TOS TOP OF STEEL NO PROPOSED CHANGE TO BEDROOM COUNT 1 RELOC T/D TELEPHONE/DATA I 2" TYP TYPICAL 2" TUUBB1 UNO UNLESS NOTED OTHERWISE 1 311 U/S UNDERSIDE I V VOLT RELOC I VAV VARIABLE AIR VOLUME RELOC LAV I VIF VERIFY IN FIELD WCL 1.5" 2" I W/ WITH 311 1 WD WOOD MECHANICAUPLUMBING NOTES � f\ 1 � WPWATERPROOF -------------------------- ----------- �----- ----------------------------------{- ------------------ — WRB WATER-RESISTIVE BARRIER ��\ I —�� UPPER LEVEL 3„ 3" VENT All Mechanical&Plumbing work to comply with 2015 IECC as adopted by New York State, I i � RYALL SHERIDAN ARCHITECTS POOL BATH Heating&Cooling equipment to be sized per ACCA Manual S bassd on loads calculated per ACCA Manual J, Ducts to be sized 174 5TH AVENUE, SUITE A SYMBOLS (BY SEPERATE PERMIT) 3 1 BATH 1 WC KITCHEN BATH 2 j per ACCA Manual D, 300 NEW YORK, NY 10010 3" VENT 1 �� 1 j � 646-809-4343 www.ryallsheridan.com NEW Building cavities shall not be used as ducts or plenums, KEYNOTE �� i SHOWER 1 1 211 1 I Automatic or gravity dampers shall be installed on all outdoor air intakes and exhausts, NEWNEW I PROJECT#: 1515 00 DOOR TAG 1 SHOWER 1 SHOWER Refrigerant piping to be insulated with protected insulation with R-3 minimum. \�'tEFtED ARcy 2„ 1 2" RELOC 2" RELOC AAV 211 S• [?Y,/, I LAV LAV Hot water piping to be insulated to R-3 minimum. DRAWN: WWR 00 EXTERIOR WINDOW/ I I DOOR TAG NEW 1.5"I „ 1.5" I NEW NEW NEW LAV 3 1 1.5 1.5 RELOC NEW LAV BAR Contractor shall provide manufacturer manuals for mechanical and water heating systems, CHECKED: WR I XX-o MATERIAL TAG WC 1.5" I RELOC RELOC SINK WC 1.5" 1.511 SINK 3„ I WC WC3" 3" ti 1.5" 3" PRINTED: 04.11.2018 9T Op NE 0. 0150 �A F o X -------------- ----------- ----4------ ----- ------ ------- ---------- SCALE: AS NOTED ------------ �I ELEV REFERENCE(DWG #/SHT I GROUND LEVEL AXXX I RELOC 3" 1 WASHER s" 1.5° HIGH-EFFICACY LAMPS NOTES & �Nx SECTION REFERENCE(DWG #/SHT#) ABBREVIATIONS AXXX C.O. 2° < C.O. Excepting low voltage lighting, 75%of lamps or fixtures shall be high efficacy lamps per 2015 IECC 404,1 X I^ I 4" 4" 4" 4" AXXX Gal`_I DETAIL REFERENCE(DWG #/SHT#) PLUMBING FIXTURE SCHEDULE HOUSE - WINDOW & EXTERIOR DOOR SCHEDULE FRANCO ROOM FIXTURE MANUFACTURER/MODEL FINISH MAX FLOW RATE NOTES # Size Type Safety? Notes ADDITION! W H KITCHEN FAUCET TBD 01 3'-6" X 7'-6.25" GLAZED ENTRY DOOR Y INSWING, ENTRY HARDWARE KITCHEN SINK TBD 02 8'-0" X 4'-7" FIXED 15919 Main Road East Marion, NY 11939 BATH 1 TOILET TBD BATH 1 SINK TBD �2 REVISION DATE BATH 1 LAV FAUCET TBD 06 8 1 1-011 X 51-711 FIXED BATH 1 SHOWER TBD REVISION 1 07 4'-10" X 5'-7" TILT TURN REVISION 2 10.06.2017 04,11,2018 08 8'-0" X 5'-7" FIXED BATH 2 TOILET TBD 09 13'-4" X 5'-7" 1029 FIXED W/3457 TILT TURN BATH 2 SINK TBD 10 9`-8" X 7'-6.25" 6476.25 FIXED W/3476.25 TERRACE DOOR , Y INSWING BATH 2 LAV FAUCET TBD 11 8'-0" X T-6.25" FIXED Y BATH 2 SHOWER TBD 12 4'-0" X 5'-7" FIXED ' 13 4'-0" X 5'-7" FIXED WC TOILET TBD -WALL MOUNTED 14 6-8" X 7'-6,25" 3476.25 FIXED W/3476.2-9 TERRACE DOOR Y INSWING WC LAV FAUCET TBD 9'-6" 4'-7" 15 X FIXED WC SINK TBD 16 15-0" X 4'-7" 3047 TILT TURN W/9047 FIXED W/3047 TILT TURN 17 2'-0" X 5'-2" TILT TURN M BATH TOILET TBD 18 3'-0" X 5'-2" TILT TURN M BATH LAV FAUCET TBD 19 12'-0" X 5'-2" 8852 FIXED W/3452 TILT TURN M BATH SHOWER TBD 20 5'-7" X 5'-2" 2452 TILT TURN W/3252 FIXED Y M BATH TUB TBD 21 12'-6" X 5'-2" 9252 FIXED W/3452 TILT TURN M BATH TUB FILLER TBD 22 7'-6" X 6'-8" 4368 FIXED W/3368 BALCONY Y INSWING 23 6'-0" X 1'-10" FIXED ATYPICAL HEAD HEIGHT POOL DECK SINK TBD x - 1876.25 FIX W/347sz5 GL _.. 0 /ENTRY HARDWARE 2 5'-7" T 6 2 " ED AZED ENTRY D OR Y INSWING W WA POOL DECK FAUCET TBD25 5-0" xT-6 25" 1876.25 FIXED W/3476.25 TERRACE DOOR Y INSWING POOL DECK SHOWER TBD - x - 2)5980 FIXED W/3480 TERRACE DOOR 26 15, 0„ 8, 0„ ( Y POOL DECK TOILET TBD 27 3'-10" x 3'-10" TILT Y POOL DECK LAV FAUCET TBD28 8'-011 2, 6„ 5426 FIXED W x - /28211 TILT TURN 29 2'-6" x 2'-6" TILT TURN WINE BAR BAR SINK/FAUCE TBD A2 ALL UNITS TO BE TRIPLE PANE W/A SHGC OF.40, OVERALL WINDOW R-VALUE z 6 BASEMENT SHOP SINK TBD SAFETY GLAZING TO BE TEMPERED ALL 3 PANES PINE W/SOLID WHITE FINISH (OR SIM) ALUMINUM CLADDING RAL 9006 WHITE ALUMINUM (DOORS&WINDOWS) APPLIANCE SCHEDULE ROOM FIXTURE MANUFACTURER/MODEL GAS/ELEC NOTES BASEMENT WATER HEATER NA - EXISTING TO REMAIN . KITCHEN WASHER TBD ELEC KITCHEN' DRYER TBD ELEC . KITCHEN REFRIGERATOR TBD ELEC STAINLESS STEEL KITCHEN DISHWASHER TBD ELEC ENERGY STAR RATED, 6.0 GALLONS OR LESS PER CYCLE*** KITCHEN OVEN TBD ELEC KITCHEN COOKTOP TBD ELEC KITCHEN DOWNDRAFT EX. TBD ELEC MAXIMUM OF 400 CFM, PROVIDE HARD-WIRED MAKE-UP AIR DAMPER KITCHEN WANE REF. TBD ELEC POOL WATER HEATER TBD ELEC TANKLESS HWH @ POOL SHOWER (100A) INTERIOR DOOR SCHEDULE # Size Frame Door Jamb* Hardware Notes W H Type Material Material irype 01 BED 2- RECESSED CURTAIN TRACK FLUSH W/GWB.8'-10" LENGTH,VIF 02 2-0 7-0* WOOD WOOD FLUSH VIF PRIVACY 03 2-6 7-0 NA WOOD FLUSH BARN BATH 1 04 VIF EXIST, BASEMENT DOOR TO BE REFINISHED,ADD WEATHER SEAL 05 6-0 8-0 NA WOOD FLUSH POCKET BED 1 - RECESSED SLIDING DOOR TRACK FLUSH W/GWB 06 2-8 7-0 NA WOOD FLUSH POCKET MASTER 07 2-8 7-0 NA WOOD FLUSH POCKET 08 2-8 7-0 NA WOOD FLUSH POCKET OFFICE RYALL SHERIDAN ARCHITECTS 09 3-0 7-6 NA BARN LINEN 174 5TH AVENUE, SUITE 300 10 2-8 VIF NA WOOD FLUSH STORAGE MASTER/ATTIC-CLAD TO MATCH PANELING NEW YORK, NY 10010 646-809-4343 www.ryallsheridan.com 11 2-8 VIF NA WOOD FLUSH STORAGE OFFICE/ATTIC-CLAD TO MATCH PANELING 12 3-6 8-0 NA WOOD FLUSH POCKET 13 2-6 7-0 WOOD WOOD FLUSH VIF PRIVACY PROJECT#: 1515 `. I,FtE D Agcy *VERIFY IN FIELD DRAWN: WWR Q� �\PM S. [R?Y14 ALL DOORS TO BE SOLID CORE 13/4" PAINT GRADE CHECKED: WR -k HARDWARE SETS POCKETBARN �9� °• 01500 t- PRINTED: 04.11.2018 � Baldwin 8632 Pocket Door Lock w/Pull w/PDO06 Small Santa Monica Pull/latch in °F NEW �oP Oil Rubbed Bronze. Sliding hardware to be Hafele HAWA top hung system. SCALE: AS NOTED STORAGE Sugatsune magnetic touch latch Sugatsune 3 way adjustable concealed hinge R3D110(3 per door) SCHEDULES Y 40,-,-1), f Q IP, ,n FRANCO ADDITION I I 15919 Main Road I i , 131' ASL)' East Marion, NY 11939 I I II REVISION DATE REVISION 1 Q 10.06.2017 , Q, I I REVISION 2 04.11.2018 5-3 4-6 5-3 32-0 16'-85'-119'-751.1 I 02 r i I I I I I I 2 11 2 I li A-2-03 0) -IIIIIII --- -----_ -- -- -- ------1-, 2--"O-(-+W1-3--F'216 0-"-A---S-L) --- 0' 0"(+15-0"ASL) -_- -----__-- --- _---- " -- i i 3I .. I HOUSE PLAN K E Y N O TES 1. WOOD DECK 0 2 2 SAND SET LANDSCAPE P AV ER S CO 3. WOOD+STAINLESS STEEL CAB LE G UA RD R AIL O4. WOOD PERGOLA POST 10 He 5. WOOD PERGOLA ABOVE 6. EXISTING BASEMENT ACCESS HATCH TO BE -------------- REPAINTED MECHANICAL PAD 7. CONCRE 5 8. WOOD SCREENWALL AT MECHANICALc\1 P - -2 (+13-10ASL) mz EQUIPMENTLIVING i 9. NEW MILLWORK/CABINETRY, SEE A600s 10. NEW UPSTAIRS CLOSET, SEE A600s-1'-0" 4'-0"ASL) 0'-0"(+15-0"ASL) 11, WASHER&DRYER 19 BED 1 12. NEW MECHANICAL EQUIPMENT LOCATION _ - 13, ATTIC STORAGE SPACE BATH 1 RECREATION 14, EXISTING STAIR TO REMAIN LO ROOM BATH 2 15. HOSE BIB,TYP. zo 25 16. REPLACE DCIST.SHINGLE ROOF 2 4 17. STOOP/LANDING A205 ------------------ --------------------------------------- A205 --- — A205 --—— — '81/2W 5' 341-611 - 10'-9" I DN2R@ 2 2 7 EA.WC -1 A206 III 04 CONNECTING -------- --------- 1 I I HAL~ILw NO R To INST LLED @ -0"(+15'40"AASL) WF HLLOP0' DINING r-9- .r ALL ---- aa0� '\�\�'\''\,!�';/•PIII�II� !'I R\liI O/�� !IIP"X/,OIXSIIj' 'EIIIIIIIIIIIIIIIIIIII\,II';! D G,\r I"RT\O; yI UIIIIIIIIIIIIIIIIIIIIII 1\N �lO -IIIIIIIIIIIIIIIIIII O- R &3 a D-EIIIIIIIIIIIIIIIIIII-CK PLAIIIIIIIIINIIIIIIII i IIIIIII�IIIIIIIII I - �IIIIIIIII �-- 1O7 (II IIIII9IIIIIII I I�III II�II IIIIIIIIIII €o IIIIIIIIIIII - _ IIIIIIIIIIIIII NrNo I IIIIIIIIIIIIII --(I — — REc SH14 ; ow LOiII%,X�t,:`\X�.!/.'\\��/'\✓r//;,'l, M'I\LL,W ORK ------------ 24 OI(I ------ D 4 OOFLOOR FINISH LE GE N D FOYER KITCHEN 36" •------------------------------ 9 REF 4_9 1/2' 3_0 II 14_0" WOOD FLOORING:c� 8I FLOOR TILE: COUNTER W/ P4 9 3 STORAGE INE II5'-3"I 1615 5 2 o1 2 3 ID 11 Ll4} A303 303 Ll A304I Ll 11 A304 A304 )> Lj ILL __=== ========== __ � =_ "_------ u ----- L ----- � ----------- -- _ ______ - RYALL SHERIDAN� F y�A� R.o.C.:_ „H yqIT.t� c Ey iNCj F, � T S xX - 1'-3"(+13'-9"ASL) 174 5TH AVENUE, SUITE 300 \/NEW POOLCK BY NEWYORK, NY 10010 'SEPARATE PERMIT 646-809-4343 www.ryallsheridan.com F WE X \ APR 2 6 2018 PROJECT#: 1515 ��REQ Aq 00 S. R if) ' /;, ' DRAWN: WWR QT. TOWN OF SOUTHOLD CHECKED: WR PRINTED: 04.11.2018 -v fNEW SCALE: AS NOTEDXNEW ACCESSORY / ,,STRUCTURE BY X- \< PERMIT N PROPOSED GROUND =1 ' FLOOR & DECK PLANS i 0L \ ' U15 01 L2 FRANCO ADDITION 2 0 9 A203 21 20 2 19 15919 Main Road HOUSE PLAN KEYNOTES TEast Marion, NY 11939 _ _ l._ 1_If 1. WOOD DECK ��' itrlL i i I -- - - l I - REVISION DATE 1 I� ' rir -_ _� f ' i l 2. SAND SET LANDSCAPE PAVERS 3 ! g = �� ---.. 'T7_I 7I L __i Ci F_J 3. WOOD+STAINLESS STEEL CABLE GUARD RAIL D Ll_ _ 1 '1 : 1 1 f I _! 1L _' REVISION 1 4, WOOD PERGOLA POST 1 __ 1L 1 10,06.2017 ' ( b � II,�`11 ! �110 � '�� _ , ' L_ �1 � -� 2 04,11.2018 1 [ [ 1 7 _- l,r i I I - . � 1 ! IJ [ :iI I, _i`" i'� I_IREVISION 2 zi-- ---- - i 5. WOOD PERGOLA ABOVE ! ! 22 6. EXISTING BASEMENT ACCESS HATCH TO BE ! 15'-8 1/2" 8'-6" 0 1'-4" 14'-1 1/2" REPAINTED 7. CONCRETE MECHANICAL PAD _ 8. WOOD SCREENWALLAT MECHANICAL I ! ! °D MASTER OFFICE i ! Cn j r BEDROOM 4 EQUIPMENT I 7 L-------- c� 9. NEW MILLWORK/CABINETRY, SEE A500s - ( ( 2 I I I f 4 STORAGE 10. NEW UPSTAIRS CLOSET, SEE A600s j 23 ! WF I I WF I A205 I A205 t��jlIILI 11 _ �I1 ll 11. WASHER&DRYER ! I I I 12, NEW MECHANICAL EQUIPMENT LOCATION O !11:_1__ -------- ------------------ -----------10------- -- 13, ATTICSTORAC�ESPACE ---- 9---- -------- ------------------ -- ----- ----- --- 14, EXISTING STAIR TO REMAIN --- 17 15. HOSE BIB, TYP, 16. REPLACE EXIST, SHINGLE ROOF WF STORAGE I i 10 CD _ N LINEN/ FLOOR FINISH LEGEND STORAGE � 13 00 L '�� ' i I I_:l�l 1 4 �ti, ,1- � Yrl WF WOOD FLOORING, 3'-71/2 12-1 6-5 3 5 6-01/2 I r 1 16 11 11 ' 11 ' �� 11 1 �� r ----- ---- �' ---- --------- � l .1 L 1„- FLOOR TILE: s RAG L L� �1 LLQ FT ----- ' ----- i 111 . [ -- - , -1 i 41 (i11 STORAGE � 12 MECH li � ' 13 ' ---------------------- I 1 _ l .1, _ 11. i lL _Ij li il,' 11. C 7: 1i 1. ' 1 Yi,_I' 11. � 1�T - - I:r:. 11( ::' _l'r Ll-. 1_ll ! l !� II ' T [� L.I._ � -LI 1_iL -' - (_L[! - -1'L� L!- 1 - L`, - 1.: ! L l 1__I. 1 Illy .IiI ._.1 III ilil__i I II2 A303 A303 A204 A303 2 PROPOSED UPPER FLOOR PLAN 24'-9" 7 ROOF PLAN K 12 O I 12 11 z KEYNOTES 1, WOOD BEAM 2. LINE OF EXTERIOR WALL BELOW _ f - _ 3, ERV'W/DRAIN THROUGH ROOF j Fill 1 L�TJ.i1- �4, CRICKET Lll _1L_ _6IL I , ---; � 11 i �-_ 5. WOOD DECK ON SLEEPERS OVER MEMBRANE ! _ .. I_ ."r a .11 ( :r_ 1 � ii, 1 : ,; (!. 1_ . I:._ Il. _ i [(i_, �I fi (:_ 1_:, ,_ (1 _ I _l l._I11i.1. ROOF ! i l..i' [ I I d-,, I i I - 1 ! i ,I !,-' 6. WOOD+ STAINLESS STEEL CABLE RAILING - T f f 1 1111 Tii11 TI .l _.l�(r-_�_I`I_�_ - 11[_�; . .1.1=- 1 _� __ l I-I i _ I�?_(- _-� » , 7, MEMBRANE ROOFING ' i -1 L 1 I i ! L ] I-- II = '_ ! 1T LL_�TIu1 1� - 1I1IT1 : r 8 = 1 I 5'-Cn I , Lrd _ ;iI I - .it� , -,�- -!-i�`,1' I !;- � i I '' �iN I 3 1 T' 8, WOOD ROOF SHINGLES �. 11 i (. :' _1_ _ .. _I.i _1 1 i 1 �" Ir , 9. METAL DRIP EDGE TYP, r j O - 1 1 •-- -1, 1 1 L! - i 5 I O 1:12 rt_� 1 I, r f ( III 9 l.l� it Il .��I__L _L-1._la`I__ -L_ IIIA 111'_rl!_,I 1 rrl �_I 1 l 10, WOOD PERGOLA _f i 11, GUTTER WITH DOWNSPOUT TO DRY WELL r_i _j L _ .1T_ . ! .l _U L l .[, 12. DOWNSPOUT/LEADS TO BE CONCEALED L_ _,11_L _ ! .i_, _ 1 it 1`__'-'r-111___!!�I_I_ �� ( IL__ j I 1 _�! 11 ( yl 1 :1TT. T BEHIND RAINSCREEN SIDING TO NEW DRYWELL ! �, ' i [ _:1 _I __ _: �� , �_[_ , _.� (.._�:,.. . -.l'__:. (_ ' Ij 12 IC( T `Tl l l i l` � i ! ! l ! ! 1l ,:>1I , •i.i. ice. _i_-. _L_ - ...t. _ .i i " ;_ I- _- ..i.. ._. t _(,. _ice ..1__ _i �._ .i L I I I i:, - . _ ,._: ,__, ,_. .��,_ , _ ..._ • ' - � - --- - - - ._ . ;, i,. , I [171_ � , l��;�I -' ,: - � �, ,r I ,, ,!_� ' _LI�I�i i .l,-,I_l Il 1: ,;;111-- __ `'�I:,. ,.. ., �. ' .ll, it tt J I i. i',li .1�i _i._ I r , I - a -1 -�_-1 L I ' ' 'I . ,i : - T , _, _L Ii - � 1 - 11.._ l_I( [� 1,_ it 1 ; I II 1 , ; i .1 li T L. l!__ �_ (( :! .I l I 1_ l_:_ .. 1- -- _ L f_ :_ ; -1 1_ l-- 1_-- l_.I.1 1 L. 1 T. [_ 111 i I I_ f l T �� - 1 � , I. , J, , al_L l_..l_ , , _ _�I: ._. . .,I .,ll , I,. � '. � L_ _! I�. _. � r � _ � ! l l� L _l: L '1.11_1L :_ [I__1-1_lL_,_I, I i1_l.I,._.: 1J1_' LI' 1_ I 11 i [ r i i 1 i i i ! '�-,IT1 ,1 ,�--; -;- I i _L_,[ '��.�1�',l_., . 9 � -., � � -� -- _ I � !�.I -' 1� � I I T I I1!_ r. 1 I- --,-I (--- i: (-- ...I---I [_ Ii_[__ ! 1. ! 1 �.! � IlJ_1 ! II__ ! 1 _l :l!_ ! l 1 1/4.12 �� - L� �--,�-� - � � ---- --- �._JL. 1, J II'r_!! I _ �I. .1:,_ ll� l. � ,11,) I1 : I., -lL _t. i 1 T i t -" I _.�J,I -I r !•11 L- i- �! i h -'1 -I �i l_ _ i �, �_T_ i � I. I �i - L '1 1 _i_ l. 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I l I l I � 174 5TH AVENUE SUITE 300 -�- , � � � ,•- 'r '' � --- r- r - - - --I,I '-�[--1-- -[1. 1.1 I � T -- i,;.�. -ill �l - - =-1--- -I 1 1_ , 11 �l i_i i 1 I, II 1,; 11_ '.11.1___1 11_ 1 1 ! ! 1 �`j �_1 i 1 1 ,1 I I I 11 -1' --- [l -1 I �r r IT i l L! - �! I I I 1!i' 1' NEW YORK NY 10010 i 1 yl' _a _ ? , -- - .- - ,_ - --- -'1 - - - ._1 �L1 _l __ ,. L .I f t ' 1' I I' _. 646-809-4343 www i 1 rryallsheridan,com Ili, �T !I : 1 �- - l 1 � �,..� . ; � , . II-i .lII � _l'�[.' :ij ([I ?_.i_�_i _ l �---(IL_1i_LLTl�it=f��I�--,.1 � ! i� . , �Il_,i l_.. l�ll ll..>-I-:L,_I,1 ., l_C'_.,l. 11. :: 1f�i, 11 ,1_i �i � : i.!(, I :_i 1 � II-[_ _L_1 -- -- _- _ , ! 11,I l �: �1 RC1L J --L_i_!1.1__i l l i I ' I1�_, 11_!,.__. _] �� i _, !,_�li �` 1,--- 1 11_ .il ! !1�11� Ifl -'-tiL--- i� '-- - I,-_-1[-�-,- -' 1;��C�1 (. ; [ L C 1. !]-j- 1_ 11 .l_l 1 I .! 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PRINTED: 04.11.2018 �� 'o, 015DN Q` 140 I O SCALE: AS NOTED 10 0 9 r` PROPOSED UPPER FLOOR & ROOF PLANS 1_1 Li Ll 8'-6" 1 PROPOSED ROOF PLAN 01 a 0 st UD II RANCO ADDITION 15919 Main Road East Marion, NY 11939 I I j 0_i, J, I Ji 4L I'J_ u" 'I, "Itt, I j1__ 11 f REVISION 1 11:1 it j I,Ljti 11 Ij 1, 1 t I 1 11 � I i Zj�, 10.06.2017 7 ��Y� I- I, I* I I l - LIU T. 7:1 1 _T 2 11 J,—1 -L- T REVISION 2 04.11.2018 1- 1-ill Ll 1_� -i L�I t I I.FlIj L, -i -_ -1 �T T T I T"D,i. 1 Ir ILI I T-I J 4,- L1 I -_7 -7- T T TI 71 �j -1 .�ii itl "HI I JT F -k7 'b i ii�,_L I T 7r FF ......—-—-—-—-—-—-- —-—-—-...... —-—-—-...... -—-—--- 1 . UPPER FLOOR F.F.E. It 7'1 4L FLJI I I T I ii Jill!11 1" 'Ill rj-1 L +8'-10" T 1-1- IJI _i_LJ I T KEYNOTES L&_1. 1. WOOD &STAINLESS STEEL CABLE GUARD RAIL 2, EXIST.WINDOW TO BE REMOVED, TYP, L E\A/OPENING, TYP. 4. OPENING 0 OUTDOOR SHOWER. --r- _7 I— T r— 7 TF7 El T-7-- I t_7 I TTT 5. EXIST OUTDOOR SHOWER TO REMAIN dill 1 6. WOOD TRELLIS 117 , - I -:--T L 11 ............ TIT --—-—-—-—-—-—-—-—-—-—-—- — —-—-—-— — —--- ---—-—-—-—-—-—-—-—----— T- -------- HOUSE F.F.E. 7, EXIST BASEMENT ACCESS DOOR TO BE 1 IT F T- 111 ill I I T 0'-0"(+15'-0"ASL) BED 2 F.F.E. -—-—-— —-—-—- -—-—-— REPAINTED 8, NEW GUTTER W/DOWNSPOUT TO DRYWELL 9. EXIST ROOF VENTS TO BE REMOVED 10. GUTTER CONCEALED BEHIND RAINSCREEN SIDING 11. WOOD POST 12. DOWNSPOUT CONCEALED BEHIND RAINSCREEN SIDING TO DRYWELL 1 EXISTING NORTH ELEVATION EXTERIOR FINISH LEGEND 10 WOOD SIDING 1: 1 x4 Cedar Horizontal T&G ——————------ ---------------------- -----------------——————————————————————————————— ——————— --—-------- ---- --- <-CB/> CEMENT BOARD: L 3�1 L"23 f7� T_ < RS > ROOF SHINGLES: 'T cl) LY L! I i'--r"j- 3 J, f F IT [`_1 1,11 12 1 T11T`1tI 5�11 14 1 1 20 4 It I t I--, �J'f L r 1.2 RS It,I -_---_-- ---------- Ul c� L0 1 L 7- 11 J I --hj Ll T • c\j ----—------- 0') WD-1 UPPER FLOOR F.F.E -—-—--—--—-—-—-—-—-—-—--—-—-—-—-—-—-—- ...... -4 1-77111 ------------ bo ----------- _771 9 3 --------_-- _-_—_—------ T 'i 1-1� 26 00 --_—__—_—_ i ma. _ i __- —�-- - --_ --_ — --_ 7 ...... -------- HOUSE F.F.E. YALL SHERIDAN ARCHITECTS ------...... 0'-0"(+15'-0"Z L)� 174 5TH AVENUE, SUITE 300 ........ NEW YORK, NY 10010 BED 2 F.F,E646-809-4343 www.ryallsheridan.com 7-- PROJECT#: 1515 ,f \e, vt E DRAWN: WWR CHECKED: WR PRINTED: 04.11.2018 0. 0150) *40 OF, vil-14 SCALE: AS NOTED PROPOSED NORTH ELEVATION L NORTH ELEVATION a �EIIL I t E 1 1117 ,T1 Ti- ILI y, RANCO ADDITION 15919 Main Road East Marion, NY 11939 I T -I'l IT-5 H T I r,❑ T I T fI L1 I T�❑I 1] 1.❑1 It REVISION 1 Z��, 10,06.2017 rT—, ❑ L,I J,1 1111-IT LtIll a t 111 L' �i 11 �11 I I T1 :j r I REVISION 2 . ! I�T 1 1 T /2\ 04.11.2018 T Ll 1 Ljl_� if L-I ify I TL I-l 1 lu L It, 11, T f❑8T�l ❑ TI --'F rl Uil[ LIT'' II,Lj,�t[ j L��t❑ I ILLII ICT LL_` L L❑lL ]- 1_1 If ]T- T L ❑❑❑_❑- ❑t.:J li-I-i 44T_:1L ❑❑❑ ❑ L Lit i ❑ T- U [_1 I �11 LL j I ] IT jz� 'II I[ J1 ]H! JL1 I If LL :Ll 1-.. r❑❑_.❑❑?_❑ 1J ❑ 1 L 1 U41 T ! �i❑' rl X71IjI JU I �l 1� L Ll _-l-, - I TFT It 11 J �JL Ll tT4, L I L .1 j it-1 -4j lt� !�'j r J, i_ _j I I �l 1, - ;L_ -L , Lj_ L ❑ 14- - - Y Y'IT T T T L 1 11 1, 1L 1 TV ❑ ❑❑ I - - 1 1 1 1 L j tl 7-1- LI I "I I it it t L-L 1111 !1 i 1 1 1 j i-L L� L�L_]- t�L I liIJL I ❑ IIL�l fli-AD 11 1 �I[ ht Y�I LY L-L 7j, YT '11 J ;jI It ❑�141 L 7 T om' H J_l [it❑❑ T 1 111 1-*"I❑❑:_ -u if 1 111Lj; Ul ❑_moi❑❑❑❑❑❑❑❑�.I Iti [I� -I '1 A❑ _,w 11-1 11 11 [1--1, 1�1 I L ❑ J rl�L.Il LLJYY�Lly L III I LJL,�[ ❑ 11 it i ❑ T� LR F E ......—-—-—------------. —------ ...... 1 1 �6 IL IL 11 i J� i I. - - UPPER FLOOR F,F.E. ❑ ThL, I if LE 11 I I - I 1 11-1-1—L ❑ t [ I, 111 It❑� I t I I J "11711 1 -71�HT 1 -1 , 1 Ili Ills °: 1 ,I :"I Ll 11. I - -I, ) I ❑--]-."-L�lj J. 7� i. - ❑ T-, 10', i .� I I I LTI JET111 Ir _[1 L 1,,U-T- _u rT _j =LT' KEYNOTES L .J L L �F E= ❑ _T 7-1 =F 1. WOOD &STAINLESS STEEL CABLE GUARD RAIL ❑U 2 2. EXIST.WINDOW TO BE REMOVED, TYP, 3, NEW WINDOW IN NEW OPENING, TYP. 4. EXIST GARAGE WINDOW TO REMAIN, TYP, ;.l l_. _I' ❑ _ _ _ _ I_ _!_1____ ! _ ❑, (____l L❑_ - J 1 �1 5. EXIST OUTDOOR SHOWER TO REMAIN EEE Ell il_ � EEE DE ] 6. WOOD PERGOLA ...... HOUSE F.F. LEI —------..... ---—-—-—-—-—- it L 7. EXIST BASEMENT ACCESS DOOR TO BE TT 0'-0"( T1 ......------ +15'-0"ASL REPAINTED 8. NEW GUTTER W/DOWNSPOUT TO DRYWELL CONCEALED BEHIND RAINSCREEN SIDING 9. EXIST ROOF VENTS TO BE REMOVED 10, METAL DRIP EDGE OVER WOOD ROOF TRIM 11, EXIST GARAGE DOORS TO BE PANTED 12, WOOD POST 1 EXISTING SOUTH ELEVATION EXTERIOR FINISH LEGEND WOOD SIDING 1: L 11 Ill _XT 13 , 1 it Ill I'] IF F,R][,-I I !F:f,Il 11,11 !!,'1 11, 111-11141 i H L1-IIII l'i-r- 1`11'r 711 if Ij it! • TLS -I A I-7j 1 U I ❑ Fl �i ❑_4 � ' ❑1!'_ ' T_i1'i. 1.J._ a ! I':_I: .' l`TI ?:-1 °'� li" � i i ? 411 T, �j 1, if I if ii it CEMENT BOARD: ❑ 111 j__L Cl fl it i I [l L 1 1: !,j 47� 4-L 7� ❑ ❑ Ll L Ll L❑ T-! LEI --I-T Iii till 1-1- T� I Ll---L I ij lk _t Fji, ❑ 111hiY I_urF1f,1fil,F- if [I il L I I, 1 1,111 t 1 11 111 i U i Lj L, Ll 11"! 11 j I I ❑ ijil Lij 1 1!] j �! ❑ ❑ -❑ _ j _j 4L, ❑ ------ �: -1 ILI co [I I il-i IJ ILL 11 1, il� itil III-., i i Ill i LL it i I [ i i Ll Dl I I I Ji ['11 1 11 lIlil 1 [ jil I it 11 I�h I I! ILI' LL1 Hi� 11 !1 LIJ, 11t, [Ili 111 !, 11 IT 11 ❑❑! TI T TT ❑❑❑❑ ❑ ❑ ❑ < RS ROOF SHINGLES; L ❑ ❑ JY 1 11 1 ❑lL I ill --❑I I! it 1 11 1 Il L I j 11 ! 1 1 "1111 L I'L J LJ !J M ill ❑, _ 1, i 4W 1_4 t 171 rL �'ji,It T -14 ---------- ❑I; T7T❑ .I _ 4 J!, LL I ji I ]I jj-, , if Fl- 11 ij, 4i`11 1 1-if LAI ❑ th -1 'T I L It 1 LL 'L, LL L j L ❑ �Lfdj ,, -III i if _11_,if 7 TT 4+ ill i,if I ILI Ll I L 1 L I I Ll 1,111L�i_l �'I 1I t ILV,� � ❑ if I 1,I. 1 [ I I It , I 11 , I,I. !'I[ il I L_UJ.,1 L'I J I it I i L i I c\i [L F' L1 TT--['_* if h _1 L I L -L Lt ❑. _-_❑. ❑❑ I__ 1 1 __.J 1_, L.1 T. 1__ -..T,1'I �17 L -F I`, -_ 1--'if I ;! - 11 � k,�I�, ri -1�[,- ..❑ _! a.J� I_�. _ .• _llII `` !]- _' .JJ _11 ;_i' T, 'TT_, ❑ I _I1 1T RS""> 'j A I tLIIJ 111 11 ,. ❑ , 17 t Ll -❑,; 11, 11 TI I. ,I .. !_,. ,.i, .- .'1,.. _, !11 _. I'l [IliL I LEI I i I I UP R FLOOR F.F.E. Aj� I ---.... ❑ ❑ ❑' "T 1]Lii--!�41LT-7' I I if I I I ------------ ---------------- ----------------------------------------------------------------------------------------------------------------------------- 9 00 - -- ------- - --- 2 C) 00 D-1 ------------ --—---:_- — —-—-— -—-—----- HOUSE F.F,E. RYALL SHERIDAN ARCHITECTS _----------- ---------- -—-—-—-- -—-— NEWYORK, NY 10010 0' 0"(+15'-0"ASQ 174 5TH AVENUE, SUITE 300 BED 2 F.F.E. 646-809-4343 www,ryalishe�idan.com " PROJECT#: 1515 ItftED AP? 4�` S. R Cti DRAWN: VVWR CHECKED: WR PRINTED: 04.11.2018 4r 0 0150 CIP INS* SCALE: AS NOTED PROPOSEDSOUTH ELEVATION SOUTH ELEVATION N U I' w4 T 9Tii_T,hT T _T C2 FRANCO ADDITION 15919 Main Road East Marion, NY 11939 REVISION DATE REVISION 1 /1\ 10.06,2017 REVISION 2 2 04.11,2018 HOUSE ELEVATION KEYNOTES 1. WOOD&STAINLESS STEEL CABLE GUARD RAIL 2. DIST.WINDOW TO BE REMOVED, TYP, 3. NEW WINDOW IN NEW OPENING, TYP, 4, EXIST GARAGE WINDOW TO REMAIN, TYP, 5, EXIST OUTDOOR SHOWER TO REMAIN 5. WOOD TRELLIS 7, EXIST BASEMENT ACCESS DOOR TO BE REPAINTED 8, NEW GUTTER W/DOWNSPOUT TO DRYWELL 9. EXIST ROOF VENTS TO BE REMOVED 10. METAL DRIP EDGE OVER WOOD ROOF TRIM 11. WOOD POST 12, EXTERIOR SHADE CURTAIN 13. ERV INTAKE THROUGH WALL 14, SCREENWALL&STORAGE BENCH 2 ATTIC NOTE Proposed roof/attic to be insulated &unvented per R806.5 EXTERIOR FINISH LEGEND D-1 WOOD SIDING 1: 1 x4 Cedar Horizontal T&G CB > CEMENT BOARD: T 1 N - ---- -- - - -- -- - ---- ----- ------- ------------------------ O — --- ------------ ---- — ------------- -- ------ WD-1 ---- SEE A300'S — - - -- 27 ----------...-- --- - a, --- ----------------- - - FOR SECTIONS ----------- - ------------------ - - - - - - - - - - - ERIDAN ARCHITECTS ---- ----...-- --- - - -- - -- HOUSE _ - --- -- - 0'-0"(+15'-0"ASL) 174 5TH AVENUE, SUITE 300 - - -- -- - ------ - - --- __ NEW YORK, NY 10010 - BED 2 F.F.E, 646-809-4343 www,ryallsheridan,com -1'-2" PROJECT#: 1515 If,ft ED q Rc DRAWN: WWRe� �p� S. RY��I CHECKED: WR * r PRINTED: 04.11.2018 "9 /yo' 0 50 Q° SCALE: AS NOTED op N �O 2 PROPOSED WEST ELEVATION PROPOSED EAST ELEVATION 1/4"= V-0" EAST & WEST ELEVATIONS 1 01,'I I ID o FRANCO ADDITION 15919 Main Road East Madon, NY 11939 REVISION DATE REVISION 1 Al 10.06.2017 REVISION 2 2 04.11.2018 4 10 3 A510 l O I HOUSE SECTION KEYNOTES lt- I 1. PERGOLA FRAMING 4i 2. EXIST CONC SLAB W/INSULATED BUILT-UP _1 I FLOOR&VAPOR BARRIER ABOVE, / I T 3. NEW CRAWLPACE W/OPENING TO HOUSE --- k«_- N ----- / = Y an -� 4. NEW RIDGE BEAM -- _ -- --- - 1�3� �3 { _', _' dial- .. ari= Ln °' I 5. EQUIP, STORAGE LOFT � 6 6. WOOD DECK--_ - _ •. I 7. NEW CRAWLSPACE W/S LAB F I GROUND LEVEL F,F.E, 8. FINISH GRADE SLOEPS AWAY FROM B ILDI NG U - - - - - -- -- -- - — - - ---- -- — - - -- -- - - ---- ------- - -- ----- -.... - -- - -- -- — - - - �• f�U � I 0'-0" (+15'-0"ASL) 9. NEW CONTINUOUS EXTERIOR INSULATION -- ----- — -----— — - - B _ _BE_D 2 F.F.E. BELOW GRADE AT NEW/EXI _— _ _ _ STING FOUNDAITON _77— _ ii _ =1111=1111=1111=1111= 1111=11111111=� � =1111-1111- - �� — = I�-lilt _IIII=1111_IIII-1111= 1 -2111T, 10. DEEPEN RAFTER BAYS FOR 9,25" BATT _ 1111 INSULATION, PROVIDE 3" CONT, RIGID INSULATION - II-1��1IIIIIIII=IIII=IIII= 9 _ .�� IIII=IIII=IIII=III = �;, — . 2 I ABOVE ROOF SHEATHING, 11. EXTERIOR SHOWER ON CONC, SLAB - - - IIII=IIII=IIII- =C 1_ 4 �H§�OU�TH SECTION 3 NORTH SOUTH SECTION ROOF VENT/ATTIC NOTE ALL ROOFS TO BE UNVENTED ATTIC SPACE PER R806.5 4 10 12 9 (MATCH EXIST HOUSE) --- -- ao o - - ------- - -------— — - ---- = --- > -- RYALL SHERIDAN ARCHITECTS 174 5TH AVENUE, SUITE 300 NEW YORK, NY 10010 ...... --—------- GROUND LEVEL F.F,E, 646-809-4343 www.ryallsheridan.com -- -—--—�- --- U ---- 0'-0" (+15'-0"ASL) - - _ _ - -- —_— - — - - - - - - - - - -- — — -- - -- - — -- - - - - BED 2F.F.E. — PROJECT#: 1515 R y��FtED Acti IIIIIIII=IIII=IIII =111 n —ilii—iiia— S. DRAWN: WWR Q, �� ✓� C+ CHECKED: WR + "3 0 PRINTED: 04.11.2018 �9 �- 01513 ,k III=IIII=III IIIIIIII=11 rF -40� Or 1-1 SCALE: AS NOTED HOUSE SECTIONS 2 NORTH SOUTH SECTION 1 NORTH SOUTH SECTION 4 i0 11 3" RIGID XPS W/1/2"COVERBOARD FRANCO 2 R-17 ADDITION MEMBRANE ROOFING CUSTOM GUTTER&RAINSCREEN COPING W/CONCEALED DOWNSPOUT yuxT 'YX �x� 'YhZn uZx�>:�' 15919 Main Road BATTENS CONTINUE TO CONCEAL x �titiXEast Marion, NY 11939 GUTTER y .rFx�xt x S' x >v^ Y_- =-- RAINSCREEN VENT BETWEEN BATTENS REVISION DATE Y_ MEMBRANE FLASHING REVISION 2 0 04,11,2018 3" RIGID INSUL R-15 WOOD SHINGLE ROOF OVER HORIZ, ' FURRING OVER 1X3 BATTENS SCREWED 9,25" BLOWN-IN INSUL, WRB 1 G'; :'.'.:; MIN 1" INTO EACH RAFTER �. , R-34 _ T' 3" RIGID INSUL R-15 BARRIER 7,5" BLOWN-IN INSUL ' WRB� > R-26 {' ++ F CUSTOM GUTTER&RAINSCREEN COPING i�1�. . -it NEW HEADER PER STRUCT. '. FUR DIST, RAFTERS - W/CONCEALED DOWNSPOUT } INTERIOR AIR BARRIER RAINSCREEN VENT BETWEEN MEMBRANE FLASHING \x \oil TAPE TO SUBFLOOR / •. BATTENS MEMBRANE FLASHING BELOW FLOW W I � RAINSCREEN VENT BETWEEN - ------ - - RB �. BATTENS r, GAP FOR RAINSCREEN VENTILATION f -,k.�, RIGID XPS (DO NOT CAULK,JAMBS TO BE CAULKED) SPRAY FOAM INSULATION AT EACH JOIST BAY R15) METAL FLASHING ( DROP GWB CEILING NEW HEADER PER STRUCT, V WOOD 2X TRIM ` WRBWOOD TRIM SHIM/MINIMALLY DPANDINGFOAM RAINSCREEN VENT BETWEEN TAPE INTERIOR AIR BARRIER TO � � BATTENS WINDOW FRAME -" WOOD TRIM - S ? GAP FOR RAINSCREEN VENTILATION (DO NOT CAULK, JAMBS TO BE CAULKED) TAPE INTERIOR AIR BARRIER TO METAL FLASHING WINDOW FRAME WOOD 2X TRIM SHIM/MINIMALLY EXPANDINGFOAM INTERIOR AIR BARRIER TAPE INTERIOR AIR BARRIER TO SHIM/MINIMALLY EXPANINDG FOAM WINDOW FRAME WALL PANELLING BRAKE METAL SILL 10 PTD WD BASE WOOD TRIM GAP FOR RAINSCREEN VENTILATION 5.5" BLOWN INSUL, R-20 - (DO NOT CAULK) WD FLOOR TO MATCH K n EXIST, RAINSCREEN VENT BETWEEN WRB N BATTENS f> FURR EXIST WALL TO 5 1/2" MEMBRANE FLASHING BENEATH 3" RIGID INSUL. R-15 .f TAPE INTERIOR AIR BARRIER TO SHIM/MINIMALLY DPANINDG FOAM WRB WINDOW FRAME k 1 X3 BATTEN SCREWED MIN, 1" INTO BRAKE METAL SILL EACH STUD • WOOD TRIM �— GAP FOR RAINSCREEN VENTILATION WOOD SIDING (DO NOT CAULK) - --_ SPRAY FOAM RAINSCREEN VENT BETWEEN INSULATION @ EACH / JOIST BAY(R15) BATTENS . MEMBRANE FLASHING BENEATH WRB WALL PANELLING INTERIOR AIR BARRIER WALL PANELLING 5.5" BLOWN-IN INSUL, R-20 BLOWN-IN INSUL. R-20 R BARRIERINTERIOR AIR BARRIER INTERIOR A I NEW/EXIST. SHEATHINGWALL PANELLING j y NEW/EXIST. SHEATHING BATT INSUL. R-19 ' WRB 3" RIGID INSUL R-15 NEW/EXIST, SHEATHING (VARIES) 3" RIGID INSUL R-15 h ` \ 1 X3 BATTEN SCREWED MIN. 1 INTO 1 X3 BATTEN SCREWED MIN, 1" INTO a 3 RIGID INSUL R-15 WD FLOOR TO MATCH i; EACH STUD FU RR EXIST WALL TO EACH STUD �- EXIST, WD FLOOR i WOOD SIDING 5 1/2" 1 X3 BATTEN SCREWED MIN. 1" INTO k EACH STUD WOOD SIDING :\ WRB FLASHING �" WOOD SIDING �x ` �\ RAINSCREEN VENT BETWEEN WRB y -=-._ BATTENS RAINSCREEN VENT BETWEEN BATTENS ' RAINSCREEN VENT BETWEEN GAP FOR RAINSCREEN VENTILATION BATTENS GAP FOR RAINSCREEN VENTILATION WD FLOOR METAL FLASHING RYALL SHERIDAN ARCHITECTS GAP FOR RAINSCREEN VENTILATION174 5TH AVENUE, SUITE 300 METAL FLASHING - PARGE COAT TO 6" BELOW GRADE NEW YORK, NY 10010 • METAL FLASHING PARGE COAT TO 6" BELOW GRADE \_ -� 646-809-4343 www,ryallsheridan,com NEW/EXIST CLOSED NEW/EXIST CLOSED 3" RIGID XPS CONTINUES 36" BELOW CELL SPRAY FOAM CELL SPRAY FOAM GRADE ti� u x, MIN. R-20 MIN, R-20 - 3" RIGID XPS CONTINUES 36" BELOW PARGE COAT TO 6" BELOW GRADE WOOD DECK PROJECT#: 1515 d GRADE EXIST FOUNDATION NEW/EXIST FOUNDATION a — VtED qRc _ 5 DRAWN: W WR Q� �PM S. R PT WD DECK FRAMING -Q — CHECKED: WR 4"GRAVEL BASE - �1 PRINTED: 04.11.2018 9 +o. NEW/D(IST FOUNDATION CONC. DECK FOOTING op' NEW to 3" RIGID XPS CONTINUES 36" x a SCALE: AS NOTED BELOW GRADE u I-1111-1111-1111 TYPICAL WALL SECTIONS 3 TYP WALL SECTION - EXIST. GARAGE 2 TYP WALL SECTION - HOUSE - NORTH WALL 1 TYP WALL SECTION - HOUSE - SOUTH WALL �� 1 1/211= 1 1-01' If FRANCO ADDITION ELECTRICAL SYMBOL LEGEND U B RECESSED DOWNLIGHT 15919 Main Road RECESSED WALL WASHER East Marion, NY 11939 +0 WALL MTD FIXTURE -�} CEILING MTD FIXTURE REVISION DATE ® --------------� ❑ J— --- II i----------i11I1' CEILING PEND AN T REVISION 1 g10.06.2017 DFG REVISION 04,11,2018 -69- SWITCH SWITCH,3-WAY D -69D SWITCH,W/DIMMER Fl D ------------------------------ RECEPTACLE I ® RECEPTACLE GFCI wp RECEPTACLE WATERPROOF ---------------I 1 I I------------------------------------ --s— F � RECEPTACLE ONE SWTICHED OUTLET I I ® -- -------- ELEC PLAN KEYNOTES D - IIIIII IIII __—_--— -- 3 --------- �DO®— TRVE/CCEAPBTLAEC/DLAE 4-PLED(4-PLED(— ------------------ ----------------------------------- — ® FLOOR RECEPTACLE D I JUNCTION BOX Ds SMOKE/CODETECTO LR ------ ----------I D I ET I I I I a O THERMOSTAT CHIME I � a I II I I ; ❑.J EQUIP PANEL/SHUTOFF I ---- --- ---- III ------------ II96I oj ill ------------------------------ ------ o I I I SII - I I I I I II I I EF D D II J Ij N 1 PROPOSED GROUND FLOOR POWER & LIGHTING PLAN ELECTRICAL NOTES GENERAL:ELEC CONTRACTOR TO PROVIDE DESIGN/BUILD ELECTRICAL SERVICES FOR PROJECT BASED ON ARCHITECT'S LAYOUT. WORK TO COMPLY WITH ALL APPLICABLE CODES. WORK TO BE COORDINATED AND REVIEWED BY ARCHITECT FOR COMPLIANCE WITH DESIGN REQUIREMENTS PRIOR TO INSTALL. ELEC CONTRACTOR TO PROVIDE ANY& ALL CODE REQUIRED LIGHTING & POWER NOT SHOWN. INSTALLATION: ENTIRE INSTALLATION SHALL COMPLY WITH ALL APPLICABLE CODES. ELECTRICAL CONTRACTOR SHALL PROVIDE 1 ALL NECESSARY MISCELLANEOUS ITEMS, WHETHER SPECIFICALLY INDICATED OR NOT, TO RENDER A COMPLETE ELECTRICAL J J INSTALLATION. ELECTRICAL SERVICE: ELECTRICAL CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANY& PROVIDE ALL NECESSARY EQUIPMENT AS REQUIRED FOR ELECTRICAL SERVICE TO THE RESIDENCE. COORDINATION: ELECTRICAL CONTRACTOR SHALL PROVIDE s , POWER TO& VERIFY IN FIELD ALL MECHANICAL EQUIPMENT& ° MISC. APPLIANCE ELECTRICAL LOADS, AMPERAGE& VOLTAGE ® REQUIREMENTS. und�rmnunt LAYOUT: ELECTRICAL CONTRACTOR SHALL LAYOUT ALL ELECTRICAL ITEMS ON SUBFLOORS FOR REVIEW BY OWNER PRIOR TO& ROUGH-IN& RUNNING CONDUCTORS. D SWITCHES:SWITCHES TO BE LUTRON MAESTRO SERIES WITH s 0 D D 0 0 DESIGNER SERIES SCREWLESS FACEPLATES COLOR=SNOW. --- REFER TO INTERIOR ELEVATIONS FOR SWITCH LOCATIONS NOT so DIMENSIONED IN ELECTRICAL PLANS:TYPICAL SWITCHES TO BE I I I MOUNTED 48" AFF OC. II II I I DIMMERS: ELECTRICIAN TO COORDINATE DIMMER TYPE W/ ----------------------- D 3 FIXTURE TYPE CSDsD --------------------- RECEPTACLES: ALL INTERIOR RECEPTACLES TO BE LUTRON RYALL SHERIDAN ARCHITECTS DESIGNER SERIES W/MATCHING SCREWLESS FACEPLATE, COLOR 174 5TH AVENUE, SUITE 300 =SNOW (SW). PROVIDE GFCI RECEPTACLES WHERE REQUIRED BY NEW YORK, NY 10010 CODE. REFER TO INTERIOR ELEVATIONS FOR RECEPTACLE 646-809-4343 www.ryallsheridan,com LOCATIONS & ORIENTATION @ BATHROOMS & KITCHENS. TYPICAL RECEPTACLES TO BE MOUNTED @ 12" AFF O.C. IIE�e I I LIGHT FIXTURES: REFER TO REFELECTED CEILING PLANS FOR CEILING FIXTURE DIMENSIONS& INTERIOR ELEVATIONS FOR PROJECT#: 1515 WALL FIXTURE LOCATIONS. REQ A -----I;-- --; ADDITIONAL RECEPTACLES: IN ADDITION TO RECPETACLES �� Rc INDICATED IN ELECTRICAL PLANS ELECTRICAL CONTRACTOR c,` M S. Rr ti�� SHALL PROVIDE TYPICAL RECEPTACLES NECESSARY TO COMPLY DRAWN: WWR � ��✓� FO WITH CODE REQUIREMENTS AS WELL AS (4)ADDITIONAL 1 ---- RECEPTACLES & NECESSARY CIRCUITING TO BE LOCATED BY CHECKED: WR : OWNER DURING CONSTRUCTION. TV/DATA OUTLETS:ALL DATA OUTLETS TO BE LUTRON DESIGNER PRINTED: 04 SERIES FIELD CUSTOMIZABLE MULTI-PORT FRAMES &MATCHING .11.2018 9 40. 0150x0 COVERPLATES. PROVIDE CABLE JACK&TELEPHONE JACK WITH TF 0� HOME RUNS TO STORAGE CLOSET. GC TO COORDINATE OF INVN PRE-WIRING FOR LOCAL CABLE/TEL PROVIDER. SCALE: As NOTED N SMOKE/CO DETECTORS: SHALL BE PROVIDED& LOCATED TO COMPLY WITH SECTION 313 OF 2012 IRC. ALL DETECTORS TO BE HOUSE ELECTRICAL MOUNTED ON WALLS CENTERED AT LEAST 6" BUT NOT MORE THAN 12" BELOW FINISH CIELING. ALL SMOKE DETECTORS TO BE Kidde POWER & 14618(Firex)&COMBINATION DETECTORS TO BE Kidde KN-COSM-BA. LIGHTING PLANS SOLAR PRE-WIRING: PROVIDE WIRING FOR FUTURE SOLAR INSTALLATION AT GARAGE ROOF PROPOSED UPPER POWER & LIGHTING FLOOR BACKUP GENERATOR: CONTRACTOR TO COORDINATE INSTALLATION OF NEW PROPANE FUELED WHOLE-HOUSE BACKUP GENERATOR w 8 w If EDWARD ARMUS ENGINEERING, PLLC N EDWARD ARMUS, PE 36 DEER RUN WATER MILL, NY 11976 631-804-6267 DOUBLE 2X10 _ _ o ......2X10 DJ.AT.16"OC ... w .. ... .. m Q THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS ANY PERSON FROM — — ALTERING ANYTHING ON THE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATIONS,UNLESS IT'S UNDER THE — — DIRECTION OF A LICENSED PROFESSIONAL ENGINEER,WHERE_SUCH ALTERATIONS ARE MADE,THE PROFESSIONAL ENGINEER MUST 2X10 LEDGER SIGN,SEAL,DATE AND DESCRIBE THE FULL D �:eCj I — — EXTENT OF THE ALTERATION ON THE EXISTING FOUNDATION WALL-NO CHANGE _ _ DRAWING AND/OR IN THE SPECIFICATION - �— (NYS ED.LAW SECTION 7209-2). EXISTING FOUNDATION WALL-NO CHANGE Q FLUSH DOOR HEADER(3) 14"LVL ��- NEW SLAB I ARCHITECT: i RYALL PORTER g _ SHERIDAN ARCHITECTS 0 2" _ ,,,,,,,,,,,,,,, ,,,„_ .,.__ 45 WEST 21st STREET,4th FL z NEW YORK, NY 10010 __._.....__............ ............ 212-254-1175 i w z NEW FOUNDATION WALL:8”THICK O FLUSH STORAGE FLOOR GIRDER(2)16"LVL POURED CONCRETE WALL WITH z Q #4 REBAR AT 24"OC ° rn w Of ( I HORZ/VERTICAL. CONTINUOUSz oo O 20"x8"FOOTING WITH(2)#4 Y O w O o > LONGITUDINAL BARS AND#4 0 z TRANSVERSE BARS AT 48"OC co SLAB OVER l cy • EXIST SLAB o N VAPOR BARRIER J I LL I I 1 I ! 1 I I I I I �f I I U 1 1 1 1 N ° x 1 1 1 1 1 1 1 `L _ - — nN r co NEW CRAWL POST INTERIOR WALL w 3'-6" FLUSH HEADER n_ a ( ) I GENERAL NOTES ABOVE DOWN TO 2 9.25"LVL b EXISTING SLAB FOR LOFT J w_ NEW CONC. LJ (n FLUSH STORAGE FLOOR GIRDER(2)9.25"LVL U � z J � LL SAWCUT NEW ACCESS FOR FULL 9 EXISTING BLOCK BASEMENT CONNECTION 0 DRILL AND EPDXY SET 12" Q LONG#5 REBAR DOWELS AT 24"OC-TYPICAL WHERE LL PROPOSED FOUNDATION w WALLS MEET EXISTING j z FLUSH HEADER(2)9.25"LVL NEW POURED 8"THICK CONCRETE WALL FILL OF EXISTING GARAGE DOOR OPENING WITH (2)#4 REBAR AT TOP AND REBAR DOWELS SET AT BLOCK ENDS AND 24"OC ALONG EXISTING FLOOR SLAB _ 1 ST FLOOR FRAMING PLAN co SCALE: 1/4" = V-0" PLAN co CO Q FOUNDATIONo o SCALE: 1/4" = V-0" � z z 06 8„ z ® � ° V rnQ —8" V z G I I NEW FOUNDATION WALL: 8"THICK w POURED CONCRETE WALL WITH#4 0 LO LO (n REBAR AT 24" OC HORZ/VERTICAL. LL W 'I 0 U's 4" POURED CONCRETE SLAB WITH 6X6 ih ;L ::.....II WWM AT MID DEPTH ON MECHANICALLY . . .. . I NEW FOUNDATION WALL:8"THICK COMPACTED SAND BACK FILL I, ¢ POURED CONCRETE WALL WITH#4 c� REBAR AT 24"OC HORZ/VERTICAL. N 17 Uj n 4 POURED CONCRETE CENTER SLAB WITH VAPOR 1'_4� FLUSH (2)2X10 ¢ F- < 2X10° 6X6 WWM AT MID DEPTH ON MECHANICALLY BARRIER, 6 MIL PLASTIC ( ) ¢ Q I COMPACTED SAND BACK FILL s TYPICAL CRAWLSPACE WALL DETAIL "-� SCALE: NTS VAPOR - I - I — -- BARRIER, 6 MIL PLASTIC _ ' STRUCTURAL RIDGE(3)16"LVL o TYPICAL CONNECTOR CRAWLSPACE WALL DETAIL _ i Q U U ' U I O O i I O SCALE: NTS I < Q Q Q I UJ elf ofL -Morjo i o N j N a N ; #I -- -- LU t y° FLUSH (2)2X10 7 EX GARAGE FRAMING 4/12/18 ... ..._:.: . 6 UPDATED FRAMING NOTES 10/3/17 \ 5 1ST FL EXPANSION 8/3117 4 RECONFIGURE DRWGS 8/15/17 3 UPDATE 1ST FL PLAN 7/11/17 � Hz.sr ROOF FRAMING P LAN 2 UPDATE NOTES 5/11/17 SCALE: 1/4" = 1�-0" 1 FRAMING PLAN 4/1/17 1 2X10 FJ AT 16"OC No. Revision/Issue Date e PROJECT NO. SHEET 17-18 FRANCO STORAGE SECTION DATE 1:7 APR 2017 S-7 SCALE AS NOTED CO 4 Tax Map #1000-23-01-10.1 HOUSE LAND NOR OR FORMERLY OF 3JEANNINE T. JAYNE To MEETS & BOUNDS BY: If Li COASTAL EROSION HAZARD LINE 15919 Main Road JOHN MINTO LAND SURVEYING Sfj�5�.3FE- 13 FEBRUARY, 2017 —A/ / /_ / —--—— ---- — East Marion, NY 11939 S21IL2lo•E 3 267.341 1 4L-1 ................................ ............... DEED 309-00' 7�/ 91 EXIST GRAVEL DRIVEWAY /14 ACTUAL 308.4 PROP. UNDRGRND TO REMAIN REVISION �2-150'F PROPANETANK N21 DATE AB' PROP.AC& -- ------------ —-777 GENERATOR EXISTING 150.19 REVISION 1 10.053.2017 WELL N13'571301-W Ta Map #1000-23-01-9 LOCATION LAND NOW OR FORMERLY OF ;IDEYARI�SEIM�K--- ------- LIMA A. PIEKARSKI PROP. GARAGE 0 Lu EXIST BY SEPARATE 8 8 6 5 GARAGE PERMIT 5 6 7 7 PROP WD DECK 240.00' 18'12150\'E k\A --k- 0-'-0"(+15' A��L) HOUSE FFE 14 14-- EXIST r-0 EXISTING SEPTIC 601-0" ------- TO REMAIN I HOUSE— EXIST' ELL U -Y( INS---------- ------------------------- ,`------ AREA OF WORK 0 100'-0" THIS PERMIT (L 0 I DWI 0 LU 256'-11" % 13 4 DDITION I 1 PROP. j- I I 1 y I" / �` E� TIE LINEA11-NG APPAREN 12 WATER MARK I ON 10114115 All HIG I LAND RES1604 C S,E --w". 00'WETLA esex"M am-wftw I\AbK LIN� -- ---- POOLBY + -- 1 20 10 TEST 1000 PERMIT SEPARATE HOLE PROP C OV P COVERED U UTI TIL. ftft 50'WETLAND POOL SETBACK LINE 0 0 -------- ---PROPERTY LINE ------------ -- ----- C>- 0 Tax Map #1000-23-01-11.3 --- '--------0-------------------------- SETBACK -- --------- 26'.Q"SIDEYARDS LAND NOW OR FORMERLY OF OJOYCE A. ORRIGO "7 -4 ftr7:;;- EXIST GRAVEL DRIVEWAY 1-21 N2 7 6 5 CD 7 8 L0 71 TO REMAIN NI-7*06130"W 16 Tax Map #1000-23-01-8.2 —7LAND NOW OF FORMERLY OF 1 500.14' 1ELAINE PLANZOS & DENNIS P. COLAITIS Tax Map #1000-23-02-6.1 LAND NOW OR FORMERLY OF FREDERICK DE LN VEGA 6 LAWRENCE HIGGINS N POND HIGH WATER MARK.1POND SITE PLAN SITE ,PLAN,—�30 TO' 11 301-011 1'=T RYALL SHERIDAN ARCHITECTS 174 PROJECT INFORMATION DRAWING LIST NEW5TH AVENUE, SUITE 300 YORK, NY 10010 646-809-4343 www.ryallsheridan.com ARCHITECTURAL ADDRESS: AOOO SITE FLAN,INFO&DRAWING LIST U E 15919 Main Road 's. East Marion, NY 11939 A001 NOTES&APROJECT#: 1515 BBREVIATIONS R- A002 SCHEDULES PROPOSED CONSTRUCTION: A102 FASTING/DEMO PLANS DRAWN: WWR Addition to Existing Wood Frame House A103 PROPOISEDGROUND FLOOR&DECK PLANS revised OCTOBER 6TH, 2017 S- R A104 PROPOSE LEVEL&ROOF PLAN k APPLICABLE CODE: A203 HOUSE ELE/ATIONS CHECKED: WR 2015 IRC as adopted by NY State A204 HOUSE ELEVATIONS 2015 IECC as adopted by NY State A205 HOUSE ELEVATIONS PRINTED: 10.06.2017 TOWN OF SOUTHOLD ZONING DISTRICT: A303 HOUSE SECFIONS 0- 0150N a R-80 A510 TYPICAL WA-L SECTIONS SCALE: AS NOTED OF.NEW .40 HEIGHT: E101 HOUSE LIGHTING&POWER PLANS Proposed Eave Alteration 2 Stories STRUCTURAL 191-411 S1 HOUSE FOUNDATION&FIRST FLOOR FRAMING PLANS COVER PAGE & SUFFOLK COUNTY TAX# S2 HOUSE 2ND FLOOR&ROOF FRAMING PLANS X 1000-23-01-8.1 DRAWING LIST LOT AREA: 2.173 acres -P 94,636 ft' -H U) 4 Al SQUARE FOOTAGE: 1,800 sf existing conditioned C) 620 sf proposed addtion Ln ABBREVIATIONS GENERAL NOTES FRANCO ADJ ADJACENTHOUSE CONTRACT DOCUMENTS AFF ABOVE FINISHED FLOOR The Contract Documents shall consist of the Agreement,the Project Specifications, and the Drawings that are cooperative and ALUM ALUMINUM continuous. Items and/or work indicated, called for, or reasonably implied in any of the Documents shall be supplied as though AMPS AMPERES fully covered in each. ANOD ANODIZED APPD APPROVED SCOPE OF WORK 15919 Main Road A-V AUDIO-VISUAL The Contractor shall provide and pay for all materials, labor, tools and other items necessary to complete the work, All materials East Marion, NY 11939 BD BOARD shall be new and both workmanship and materials shall be of good quality.All workmen and subcontractors shall be skilled in their B.O. BOTTOM OF BOT BOTTOM trades, BSMT BASEMENT REVISION DATE CIP CAST IN PLACE The Contractor shall be responsible for safe, proper and lawful construction; and shall construct in the best and most workman CJ CONTROL JOINT like manner in a complete structure and everything properly incidental thereto, as shown on the Plans or reasonably implied. REVISION 1 09.08.2017 CL CENTER LINE CLG CEILING The Contractor shall protect the work and be responsible for any damage or injury due to his act or neglect,The Contractor shall CLR CLEAR keep the premises free from accumulation of waste materials at all times. CMU CONCRETE MASONRY UNIT COLUMN COL COL COL COLUMN E Measurements must be taken on the job before erection or fabrication. CONT CONTINUOUS CPT CARPET Extra compensation will not be allowed because of differences between job and Drawings that have not been brought to the CT CERAMIC TILE attention of the Architect prior to starting the work. DBL DOUBLE DEMO DEMOLISH OR DEMOLITION QUALITY STANDARDS DIA DIAMETER Materials, equipment and workmanship of all trades shall conform to recognized standards of good quality of the respective DIM(S) DIMENSION(S) DN DOWN grade. DR DOOR DTL DETAIL Materials and equipment shall be new, sound, of good quality and suitable for the specific applications. DWG DRAWING EA EACH Vertical members shall be plumb, horizontal members&surfaces shall be level and true to plane, Workmanship shall be neat, EL ELEVATION clean and true to line and dimensions, ELEC ELECTRICAL ELEV ELEVATOR OR ELEVATION Finish materials shall be free of tool marks, flaws and blemishes. EPDM ETHYLENE PROPYLENE DIENE M-CLASS(ROOFING) EQ EQUAL EXIST EXISTING Joinery and connections shall be accurate, close fitting and well made, DCT EXTERIOR FIXT FIXTURE Tolerances by recognized national trade associations will be the minimum acceptable standard of the respective trade work. FLR FLOOR GA GAUGE All products&materials used by the Contractor shall be applied, placed, erected or installed in strict accordance with the GALV GALVANIZED manufacturer's specifications, instructions&recommendations. GWB GYPSUM WALL BOARD HM HOLLOW METAL CODES HR HOUR HT HEIGHT Conform to all of the latest editions of all building and zoning codes and regulations having jurisdiction over this project, including HVAC HEATING, VENTILATING, AND AIR CONDITIONING International Residential Code, Local Zoning Ordinances, Fire Code and applicable Mechanical and Electrical Codes. ILO IN LIEU OF Construction shall conform to the 2015 edition of the International Residential Code as modified and adopted by Suffolk County. INSUL INSULATED OR INSULATION INT INTERIOR JT JOINT LBS POUNDS MAX MAXIMUM SM KE & CARBON MONOXIDE DETECTING E I E MO MASONRY OPENING MECH MECHANICAL MEMBR MEMBRANE Smoke&carbon monoxide detcting devices shall be provided according to Section 313 of the 2015 IRC. MFR MANUFACTURER MIN MINIMUM MRGWB MOISTURE RESISTANT GYPSUM WALL BOARD MTL METAL MW MILLWORK NIC NOT IN CONTRACT PROTECTION F OPENINGS NO NUMBER NOM NOMINAL OC ON CENTER Per R301.2,1.2 precut wood structural panels compliant with the sizing and fastening requirements perscribed in that section shall OH OPPOSITE HAND be provided for all openings. OZ OUNCE PERP PERPENDICULAR PL PLATE PLAM PLASTIC LAMINATE PLUMB PLUMBING PLYD PLYWOOD PT PRESSURE TREATED PLUMBING RISER DIAGRAM PNT PAINT ENVELOPE NOTE PTD PAINTED PVC POLYVINYL CHLORIDE RAG RETURN AIR GRILLE Work shall comply with IECC 2015 as adopted ry New York State RBR RUBBER 3" VTR RCP REFLECTED CEILING PLAN Air Barriers,weather barriers&them-f insulation to be installed per manufacturer's instructions. RD ROOF DRAIN REQD REQUIRED 1 RM ROOM Blown insulation to be marked every 300 sf, SCLU STRUCTURAL CEILING LEVEL(UNDERSIDE) SHT SHEET Blower Door Test-Contractor to provide verification that building meets 2015 IECC airtightness requirements of 3 Air Changes SIM SIMILAR 1 \ per Hour at 50 pascals, SPEC SPECIFIED OR SPECIFICATION h SPK SPRINKLER \� \� ENVELOPE PERFORMANCE VALUES; SSD SEE STRUCTURAL DRAWINGS EXISTING SEPTIC: 3'� \�� See REScheck Compliance Certificate SSTL STAINLESS STEEL 1000 GALLON SEPTIC TANK W/ 3 8' DIAMETER 4' STC SOUND TRANSMISSION COEFFICIENT DEEP CESSPOOLS INSTALLED TO SUFFOLK STL STEEL COUNTY HEALTH DEPT SPECIFICATIONS BY M BATH STRUCT STRUCTURE OR STRUCTURAL LATHAM SAND &GRAVEL, 2007. NEW I T&G TONGUE AND GROOVEl SHOWER I I TEL TELEPHONE 211 1 NEW T.O. TOP OF I WASHER TOC TOP OF CONCRETE I I TOS TOP OF STEEL RELOC 1 2" T/D TELEPHONE/DATA2�� TUB TYP TYPICAL UNO UNLESS NOTED OTHERWISE 1311 U/S UNDERSIDE 1 RELOC V VOLT �� VAV VARIABLE AIR VOLUME RE c LAV VIF VERIFY IN FIELD WCC 1 5�� 2 1 W/ WITH 3 , MECHANICAUPLUMBING NOTES WDWOOD --------------------------------------- -----------1—� ------------------------------------------------------- WP WATERPROOF I �� UPPER LEVEL WRB WATER-RESISTIVE BARRIER I All Mechanical&Plumbing work to comply with 2015 IECC as adopted by New York State. 3" RYALL SHERIDAN ARCHITECTS 311 1 Heating&Cooling equipment to be sized per ACCA Manual S bassd on loads calculated per ACCA Manual J. Ducts to be sized 174 5TH AVENUE, SUITE 300 SYMBOLS I BATH 1 1 WC KITCHEN per ACOA Manual D, NEW YORK, NY 10010 J I NEW Building cavities shall not be used as ducts or plenums, 646-809-4343 www•ryalisheridan.com / 1 SHOWER ! x KEYNOTE // I 2" I Automatic or gravity dampers shall be installed on all outdoor air intakes and exhausts./ PROJECT#: 1515 - - - 0o DOOR TAG Refrigerant piping to be insulated with protected insulation with R-3 minimum, �FtE D q 1 2" RELOC 2" RELOC AAV Hot water piping to be insulated to R-3 minimum, DRAWN: WWR V�`'� M g Ry RCy' EXTERIOR WINDOW/ 1 LAV LAV g 00 DOOR TAG 311 1'5 I 1.5" 1.5" 1 RELOC Contractor shall provide manufacturer manuals for mechanical and water heating systems. CHECKED: WR $ ` I SINK I 1 RELOC RELOC XX-o MATERIALTAG 1 WC WC 1.5" PRINTED: 10.06.2017 S �=. L LIA 311 311 'y��4'0. 015oA�oQ., -------------------------------------- ----1-----t�-- -------- SCALE: AS NOTED ---- -------- ---------------------------------- X I GROUND LEVEL ELEV REFERENCE(DWG #/SHT#) AXXX I RELOC 3" 1 WASHER I 3" 1.5" HIGH-EFFICACY LAMPS NOTES & X SECTION REFERENCE(DWG #/SHT#) C O 2 " ABBREVIATIONS Axxx � TO EXISNG Z C.O. Excepting low voltage lighting, 75%of lamps or fixtures shall be high efficacy lamps per 2015 IECC 404,1 SEPT 411 4" 4" 4" X I^ I DETAIL REFERENCE(DWG#/SHT#) AXXX `_I PLUMBING FIXTURE SCHEDULE HOUSE - WINDOW & EXTERIOR DOOR SCHEDULE FRANCO DOUSE ROOM FIXTURE MANUFACTURER/MODEL FINISH MAX FLOW RATE NOTES # Size Type Safety? Notes W H O N KITCHEN FAUCET TBD 01 3'-6" X T-6.25" GLAZED ENTRY DOOR Y INSWING, ENTRY HARDWARE KITCHEN SINK TBD 02 8'-0" X 41-T' FIXED East Y 11939 159199 MMaain Road Marion, N 03 3'-0" X 5'-7" TILT TURN BATH 1 TOILET TBD 04 2'-0" X 51-711 : TILT TURN BATH 1 SINK TBD 05 X TILT TURN REVISION DATE BATH 1 LAV FAUCET TBD 06 8'-0" "X 5'-7" FIXED REVISION 1 10.06.2017 1 BATH 1 SHOWER TBD 07 4'-10" X 5'-7" TILT TURN 08 8'-0" X 5'-7" FIXED WC TOILET TBD-WALL MOUNTED 09 13'-4" X 5'-7" 10257 FIXED W/3457 TILT TURN 10. 9'-8" X 7' 6.25 6 7 F TERRACE WC LAV FAUCET TBD - �� 4 s25 FIXED W/3476�25 DOOR Y INSWING WC SINK TBD 11 8'-0" X 7'-6.25" FIXED Y 12 4'-0" X 51-711 FIXED M BATH TOILET TBD 13 4'-0" X 5'-7" FIXED M BATH LAV FAUCET TBD 14 6'-8" X 7'-6.25" 34711.25 FIXED W/3476.25 TERRACE DOOR Y INSWING M BATH SHOWER TB 15 9'-6" X 4'-7" FIXED M BATH TUB TBD 16 15'-0" X 4'-7" 3047 TILT TURN W/9047 FIXED W/3047 TILT TUR , . N M B ATH TUB FILLER TBD 17 2'-0" X 5'-2" TILT TURN 18 31-0" X 51-21 TILT TURN POOL DECK SINK TBD -_ 19 12'-0" X 5'-2" 8$52 FIXED W/3452 TILT TURN POOL DECK FAUCET TBD 20 5'-7" X 5'-2" 2452 TILT 2 TURN W/3252 FIXED Y POOL DECK SHOWER TBD '-2" 9252 FIXED W!3452 TILT TURN POOL DECK TOILET TBD 22 7'-6" X 61-811 4368 FIXED W/3368 BALCONY Y INSWING POOL DECK LAV FAUCET TBD FFIXED ATYPICAL HEAD HEIGHT BASEMENT SHOP SINK TBD APPLIANCE SCHEDULE ALL UNITS TO BE TRIPLE PANE W/A SHGC OF.40, OVERALL WINDOW R-VALUE z 6 SAFETY GLAZING TO BE TEMPERED ALL 3 PANES ROOM FIXTURE MANUFACTURER/MODEL GAS/ELEC NOTES PINE W/SOLID WHITE FINISH (OR SIM) ALUMINUM CLADDING RAL 9006 WHITE ALUMINUM(DOORS&WINDOWS) BASEMENT WATER HEATER NA' EXISTING TO REMAIN KITCHEN WASHER TBD ELEC KITCHEN DRYER TBD ELEC KITCHEN REFRIGERATOR TBD ELEC STAINLESS STEEL KITCHEN DISHWASHER TBD ELEC ENERGY STAR RATED, 6.0 GALLONS OR LESS PER CYCLE*** Al KITCHEN OVEN TBD ELEC KITCHEN COOKTOP TBD ELEC KITCHEN DOWNDRAFT EX. TBD ELEC MAXIMUM OF 400 CFM, PROVIDE HARD-WIRED MAKE-UP AIR DAMPER KITCHEN WINE REF, TBD ELEC POOL WATER HEATER TBD ELEC TANKLESS HWH @ POOL SHOWER (100A) INTERIOR DOOR SCHEDULE # Size Frame Door Jamb* Hardware Notes W H Type Material Material Type 01 BED 2- RECESSED CURTAIN TRACK FLUSH W/GWB. 8'-10" LENGTH, VIF 02 2-0 7-0* WOOD WOOD FLUSH VIF PRIVACY 03 2-6 7-0 NA WOOD FLUSH BARN BATH 1 04 VIF EXIST, BASEMENT DOOR TO BE REFINISHED,ADD WEATHER SEAL 05 6-0 8-0 NA WOOD FLUSH POCKET BED 1 - RECESSED SLIDING DOOR TRACK FLUSH W/GWB 06 2-8 7-0 NA WOOD FLUSH POCKET MASTER 07 2-8 7-0 NA WOOD FLUSH POCKET 08 2-8 7-0 NA WOOD POCKET OFFICE RYALL SHERIDAN ARCHITECTS 09 3-0 7-6 NA BARN LINEN 174 5TH AVENUE, SUITE 300 10 2-8 VIF NA WOOD FLUSH STORAGE MASTER/ATTIC-CLAD TO MATCH PANELING NEWYRK, NY 10010 9-4343 www ry Ilsheridan,com Y a 11 2-8 VIF NA WOOD FLUSH STORAGE OFFICE/ATTIC-CLAD TO MATCH PANELING PROJECT#: 1515 *VERIFY IN FIELD y�SAED ARC ALL DOORS TO BE SOLID CORE 13/4" PAINT GRADE DRAWN: WWR S. Ry HARDWARE SETS CHECKED: WR i k POCKET/BARN Baldwin 8632 Pocket Door Lock w/Pull w/PDO06 Small Santa Monica Pull/latch in PRINTED: 10.06.2017 SA ti 9� `• 0150p Oil Rubbed Bronze. Sliding hardware to be Hafele HAWA top hung system. SCALE: AS NOTED °F IN E`N .40 STORAGE Sugatsune magnetic touch latch Sugatsune 3 way adjustable concealed hinge R3D110(3 per door) SCHEDULES Al x tvtN z 5 s co 0 Q FRANCO I i I i i i I MOUSE li i I I I j I 15919 Main Road .111.1 1111 (031.11 S ) East Marion, NY 11939 it i I II REVISION DATE I illl lel III REVISION 1 y 10.06.2017 1 11 1 11 ( � 1 'Il 1 II 1 1111, ', II'I 1 I 1 II 1 5-3 4-6 51-311 a, 32'-0" 16-8 5-6 8-1 12-411 10 j I j illy ! I I I I III , ( � 2 2 A20 i IIIIII —J WF Nr� c yI II5II II't'IyIj�Ill II � g -------- ---------------------+—-----1--y-3-----'-------6-- El -----1-- --- --- ------------ ----y--_--_------— - HOUSE PLAN K E Y NO TES __0 1WOOD DECK 2. SAND SET LANDSCAPE P AV ER S13 12 co 3. WOOD+STAINLESS STEEL CAB LE G UA RD R AIL2 4, OD PERGOLA POST 5, WOOD PERGOLA ABOVE"B 6. EISTING BASEMENT ACCESS HATCH TO BE REPAINTEDTE MECHANICAL PAD7, CONCRE 8. WOOD SCREENWALL AT MECHANICAL EQUIPMENTLIVING m 9. NEW MILLWORK/CABINETRY, SEE A600s 10. NEW UPSTAIRS CLOSET, SEE A600s1 -0" (+14'-0"ASL) I 1 0'-0" (+15-0"ASL) 11, WASHER&DRYER BED 1 12. NEW MECHANICAL EQUIPMENT LOCATION N 13. ATTIC STORAGE SPACE BATH 1 14. EXISTING STAIR TO REMAINN 15. HOSE BIB,TYP, I (0 16. REPLACE EXIST, SHINGLE ROOF EXISTING GARAGE NO INTERIOR WORK2 4 A205 ———— ------ 5' 3"- --- II --- F 10 4'-6" ------------------- -T — -'III _I 23I 111 ------ Co;C IIIIIIIII lIIIlIII WC WF 9---- 1 11-- 02 04 TV DINING �mN II II,I I� I BAC O ACGENP 14 RECYC TRSH DW `O FLOOR FINISH LEGEND BED 2 KITCHEN 36° ----------- ————————————— -- IIIIIIII IIIIIII —O-15— --IIIIIIIIIIIIIIIIIII y1I —1 ►I IIIIIIIIIIIIIIII m4 IIIIIIIIIIIIII 9 OIIIIIIIIII COCO IIIIIIIIIIIIII 2- REF 4'-9 II_F ---4'--9 1/2—" —3_'--0" IIIIII II1 IIIIIIII IIIIIIII = 14t'IIIIIIV'IIIIII -011 IIIIIIIIIIIIIIII -- ----- — IIIIIIIiIIIIIIIiII��II��'II1I ==I! IIiIjII IIIIIIIIIIIIIII FT W OOD FLOORING: 8 FLOOR TILE: 0 0t'1COUNTER W/ 41 STORAGE INuI I I N B 5-3C6II II I nj> X 3 2 A30A303 4 2 A303 2 I Hil L4IIEl - - '—I -� yyy ----11 --- ------------- — -- ---- -------------- --_ ----- — RYALLSHER DAN ARCHITECTS H TE CTS -1'-31 (+13'-9"ASL) 174 5TH AVENUE, SUITE 300yyyNEW YORK, NY 10010D EC RA IT> y 646-809-4343 www,ryallsheridan.com� - — � 1y?"' PROPOSED GROyUND FL�O- OR & DECK PLAN - �I, .y yy\yyy�yy PROJECT#: 1515 1XI > co �Ry DRAWN WWR y,i"� yAj`:cy x CHECKED: WR Ey PRINTED: 10.06.2017� 90. 015oa TSTRU`RE BY R TE PERMIT OF NEWPASCALE: AS NOTED x x N PROPOSED GROUNDy FLOOR & DECK PLANSv/ > v fi , f O13 CID IT 0 _� LO I" FRANCO o HOUSE 2 C? A203 21 20 19 15919 Main Road East Marion, NY 11939 HOUSE PLAN KEYNOTES i I I I 1 11 !_,f 1. 1T� I 1. WOOD DECK - REVISION DATE 2. SAND SET LANDSCAPE PAVERS 3 9 � ,8 � ! �I:' - I - � ! I _TSL �l � �� fI� � j �' >rI i. r�L G 36°xss° O 1 1 REVISION 1 1� 10,06.2017 3, WOOD+STAINLESS STEEL CABLE GUARD RAIL j TUBI IJ_� II � I �L � ' II i1. SHOWER .J I 1 1 �I1 4, WOOD PERGOLA POST 22 r L 5, WOOD PERGOLA ABOVE - i .�- i n i 6. EXISTING BASEMENT ACCESS HATCH TO BE ti � 158 1/2 � 4u I 14'-1 1/2" REPAINTED _ 1 _T_f� 7. CONCRETE MECHANICAL PAD 12-9 00 MASTER - OFFICE 8, WOOD SCREENWALL AT MECHANICAL BEDROOM EQUIPMENT1L( O N ! L l I 1 9. NEW MILLWORK/CABINETRY, SEE A600s I 11- 10, NEW UPSTAIRS CLOSET, SEE A600s 2 WF WF i l A205 23 I I I A205 l- 11..lr 11 I> alt 1_TiT 1 1 - 11, WASHER&DRYER 6 I I I g T-J_ .-- ,- r -, I � I I IID — �j 1 1_-�- 1 ._1 L ,l�-I.1 l' tLa r-a It 11_ 12, NEW MECHANICAL EQUIPMENT LOCATION -------- ----------------- g ___________________ _-- �,L. .l . _L. L!_ 1_ 'T711? Tl.� , -. -L. Al 13. ATTIC STORAGE SPACE 10 --------- 1'` �_I l i_L 16 11 Irl[J�u��-it 111,j1_ f TI_ LI_ 1 --- ------ r � I I I I 1 ,1- 14, EXISTING STAIR TO REMAIN 15. HOSE BIB TYP. 1 16. REPLACE EXIST, SHINGLE ROOF - WF =__ 1 STORAGE I I `° j41 _ili7 L 1'Il11 11 r' 10 O ' n �! WF I I N STORAGE i 1 jl }I� J i' r `�' L CID � I » 111 j FLOOR FINISH LEGEND _ rt I_L i ;111 111 1.1 11J -:II- L WF WOOD FLOORING; 3'-71/2" 12'-1" i-----`6'-5" 3'-5" 6'-01/2" ---------8�-1��---------, I1 1 I I1 T_i,l..�_ I IT- WOOD ft STDWETT FT FLOOR TILE: STORAGE --- -= ------ 12 13 MECH r I I I I t--------------------- 1T 17i Lrl- 1 1.. L _.� 1 1 i.�it� _ _rJ-r ,T t II llI' - T ' I 1 � I 2 i >1 i 1 i t i IT i 3! I I I 1 IT A303 A303 I A204 A303 2 PROPOSED UPPER FLOOR PLAN Al 12 O 7 12 11 ROOF PLAN KEYNOTES 1, WOOD BEAM 2, LINE OF EXTERIOR WALL BELOW 3. ERV W/DRAIN THROUGH ROOF t 1 1 iI__ I, C 1 .__ lI lI. T II.I u ,1'1-�_L __ l 111 11 4. CRICKET 6 I ! i1 -I -! ._ I. T,I lI 11I 1 f i�_ -1, j 5, WOOD DECK ON SLEEPERS OVER MEMBRANE ! ; � T ROOF ! tJ I _ Ll, l j� 111T_ 6, WOOD+STAINLESS STEEL CABLE RAILING } L- t (�jT J T'j j i j j� r I 1 I'f. i T C I 1. 11 L IL L 1 7, MEMBRANE ROOFING 1 3 1 1Ili 8 111 1.I bl r1 1.iZ j�11 1- 8. WOOD ROOF SHINGLES �n � i� 1 `f� 9. METAL DRIP EDGE,TYP, r 'Y- �i 11 �l 5 ! 0 1:12 g 11 L r ti _ 11IL_L _ 1'I_ !. �J.1 r l Z Ir tI_ 1 __i ,JJ 10,WOOD PERGOLA _I -� 1 ,�-_L �� - _1.>�_11 jT�I l L Ir 11. GUY.� � GUTTER WITH DOWNSPOUT TO DRY WELL ! (. L LL tri I� __ 12, DOWNSPOUT/LEADS TO BE CONCEALED '� �I T � I � - 1 - 11 4 BEHIND RAINSCREEN SIDING TO NEW DRYWELL 1 f I7`:1;111=l IL!I .i 1! 1._ =1 N L ,_ r ft 1 ! » J I TML L L �F— ' r IL L 1=1! 1'1 II .ITT,, T I� I I I -�J i LTi i _ 8 � T T l RYALL SHERIDAN ARCHITECTS ZD i 1 Tl ) - - �' jf 1_ - - ,l -� I,I 1, 174 5TH AVENUE, SUITE 0 9 i- -i-- - 1 1-- f- - � - !,- 1 �- I �- -' 1. L _I. __ _ IT 30 r_,. r'1iTI�f' 1 1 NEW YORK, NY 10010 t � � � I l � l r � , il '1646 809-4343 www,ryallsherldan,com I' hIl _ 1 ' i 1 I I St L. i J 1 i � l i I I I �J� I_ 1, —1 _ _ - � I I MITI f ��11 1- PROJECT#: 1515 rf ! T 1! I L i -Ii_ _ 11Li : -I � I rt l� �E�E� A�'C 12 �IL j�1 ll ' II -1 it_ �' l 41 L 12 1 12 11 DRAWN: MR 1 i I 1 yq IT - rt T CHECKED. WR ,�A C) UX44"% PRINTED: 10.06.2017 s9T �°• 015�a� Q,'N SCALE: AS NOTED OF NE .40 ti O7 10 F, 9 PROPOSED UPPER FLOOR & ROOF PLANS 8'-6" � PROPOSED ROOF PLAN CL (D0 z Loi I° - D x FRANCO HOUSE 15919 Main Road East Marion, NY 11939 i REVISION DATE llllLAI I I I i`" 1_ `f 'u I' �-�' �`ri i q�L - 1-i REVISION 1 1 x0,06,2017 1- i 1 T i fI,t t � I ( I_ 1 � T 1��, ,' i , l L❑L, 1i:, I l� 1, . I-- ;'. , 1'i I❑ r! Ir�I L., !. 4 .I❑.. ! i I 1��' 'll � .l�i r� �_ Z � 1 - r J'TI11 ❑lr7i- �- ��+1 1 T r- 1❑ r .� ;J.1L�� it i] (_ ' � _ I ,__ ❑Jr_IrI _� _ I ��1 _ 1`r 11 _ f � ` 1 - i i t J I _ i :I: _�i 1__r� - ,- -I i �1 ' J I❑ �' ❑ I.� � ,l'j iI �' T l �_. LI L(_ :❑ i 1 I ❑ L l i, ( 1❑❑ ❑ Tl J 11_� L, l: _ I r.�❑ j '` , [ �- � ll + I �:,'_ I ❑, I I �1 L J 1 l �1 - 1 'J ,I ' I ' ,�LiLI l� _ 1 i ] -I l ❑❑ ,i_ 1 � - 1 I 1 - ,1'r-7 � ,�-i.7 T _I r J 1 [�' ,�- -irl - L,�,- :, �f� ' � ❑I � _L I - ❑ � _ i. r �' li ❑ Ll rl ry J �.fii 1 r 1 il_ L' [i ��, �1 .I❑, I j�,-- j T �,f'i 'ri• j l ` L ,..a - 'i''- - l,_, I i_ +.i_ .J [ I I L L 1 I __ 1 f fl i1_ - II r`1__ _1 ❑r iI [ ❑ T L ❑i �� IL �, 1 ,-' -II' r,�, ri�,' r - � � - -i1._ _ [1-`:t1 r � � ,, ,� I I 1 L L r � �i; l j .I I 1 L �t iIli' ,l.I� �y❑r❑ I1I 1� ❑. ❑ }T ( - - - - -- - UPPER FLOOR F.F.E, - - - - - - - - +. - - - - -- - - - - - - -- - - - - ❑iL❑ T� - ''� L` I , a 1 1- ❑ �.T +8'-10" '_❑ �, I I IT 4 I I � � T � L � � HOUSE ELEVATION KEYNOTES ❑ T _ ❑ _ I. !_ ❑❑❑ ❑❑❑ i ❑❑❑ ❑❑❑ 1. WOOD&STAINLESS STEEL CABLE GUARD RAIL LL' L L 2 - 2. EXIST.WINDOW TO BE REMOVED, TYP, ❑❑❑ ❑❑❑ ❑__I ❑❑❑ ❑❑❑ ❑_ 3. NEW WINDOW IN NEW OPENING TYP. � ❑ Tl -11 _ I �_ 1 ❑-1_- �_ L� 4, EXIST GARAGE WINDOW TO REMAIN, TYP, T DED Ell ❑❑❑ ❑❑❑ T R H 5. EXIST OUTDOOR SHOWER T O REMAIN I - - - - — -- - - - - - - - - - - - - - - -- - 1 - - - - - - -nnn nn nn - - - - - - LA HOUSEF.F.E, 6, EXIST BASEMENT ACCESS DOOR TOBE . ❑❑❑ -❑❑❑ -❑❑❑ 0'-0"(+15'-0"ASL) REPAINTED 8. NEW GUTTER W/DOWNSPOUT TO DRYWELL CONCEALED BEHIND RAINSCREEN SIDING 9. EXIST ROOF VENTS TO BE REMOVED 10. METAL DRIP EDGE OVER WOOD ROOF TRIM 11, EXIST GARAGE DOORS TO BE PAINTED 12, WOOD POST 1 EXISTING SOUTH ELEVATION Al EXTERIOR FINISH LEGEND D-1 WOOD SIDING 1: - 1 x4 Cedar Horizontal T&G 1>1= t li 1 I 1 l I,[�1! (. l � L,, L I I i LL L iii=i� _ 1_ I � i I _ '' � �.� 1 �,,I .,' �Ii1I I - � 1 1` � I i ❑� '�, i r ,�� ❑. 11:,1L i 1 �-� Tl ❑❑� _ � I , }l T-I - CEMENT BOARD; r�- - _ .,I �. I ,,. � - � +r 'I - �, I�' j L. -'L1 1 ' ��_'.❑i.' I.. _ I_,[,-! ❑ 1. i�.[� -' � �I� �� ' �I Ift �ll-__ ,i? 'il'r ti ? .I i`l � L , 1� I r ❑ ,� t1 L �' i`I 1� SII I�i�,.lii1 _,.LI.1 _ r11 1 I I - � �Ir� �❑� 11� ,r 'T( 1 >7' �LI1 �L � ❑ 0 ar ROOF SHINGLES: � ,i Z � r ,❑. -❑ J- II t � _i ' � ' i i, I' !J I la, I 1 I I' 'i rl - I ❑ I �' i' I' �-' I, � Z 1 l i ,- ❑� 1 I�IL t ' f I I 1 _ i iT-I,G., ❑ ❑1 1; a Lt �r'� , , I II 1 T, y❑ RS ❑ tl _ - III � TJ I L 1 , 1` I_ ❑-' �,. I4' , 'i l I "'1� (,i I �i' � 1 l it i P �7� t L I I Z ❑ I i _ _,� '_�11 1 '' I -Z - - -I r-: .�-..I�t.r(� �.it,�l,>L ii L_ �: �J L ❑( �❑ ❑;I .,il_..[�- I ( ' _J.� L I _ I I' 1�` I - I, I I � �` _ - 1 1 -4�❑ 4 I I t11 ``I [ I � 1 I 11; J t I u I� 6 8 i .._I. ❑. 1 i 1 , -, `� �, � J �I ❑ lu i � _ L 1.__ it ❑ ❑ ❑ ❑❑.- � ❑ I. I l` I 1 f 1 �; r r I- 1�❑ � 1. + '1 � i1 � _ �)` ] jili�,4 ❑ = I I 1 i i '�, , 1 ' ❑I' �' r — ii r1 I- T}-Gf_ 1 ,-�.�_ �,i,l I _Irt,_�,❑ tT❑-� i 11 ,. �i [,'' l Il 1 ❑ L 11 I 1 L L �-, r II I I 1Tl I I II rn I - 1 FLOOR F,F,E, r ] ❑ ]. -- --- - 1 ❑❑ 111 T --- ---------.-.-UPPER- - - - - -- - -------- -- I 1 �l. 1 I 1 i, 11 L[ 1,L ❑�`1 •._� .� �-, '- __.❑,- '--�, �--: � - I _ I�- -Li ,L i1, -( i 1 1 i t T_I_L.�!'_L#-.TI(l L i1r1,i1 ,U j = tl j ,l.'_' l i 11 it t Wit ,- u ---- --------------------------------------------------------------------------------------- ------------------------------------------------------------------- --- ! t. 1_!1140, ❑ �T� l i 1 +8 10 r � l -i II 7 1T l i ❑ i � r � T T T } 1 11 � 2 8 -- - _ ❑❑❑ ❑❑❑ -1E]: ❑❑❑ - p --- —r— - i- _ �- ❑❑❑ ❑❑❑ D- CC) -----r— ' — - 12 -- = i - -- -------r — ---- -- --- WD-1 ---- -------- - -- - ------------- --- _ _a__— --- ------ — _ rt_ HOYSEF,F,E. RYALL SHERIDAN ARCHITECTS - - — - -,— _.- - --- -- - +15-0, -ASL) 0-0 (+1 - 174 5TH AVENUE SUITE 300 -------- - -- � ------ - ------- - - - - - - - NEW YORK NY 10010 ----_- - s 546-809-4343 www,ryall heridan,com PROJECT#: 1515 /,��fIED AgO.'S DRAWN: WWR V `PM S. RY4,Z ��F CHECKED: WR * J PRINTED: 10.06.2017 sA 1711F 0. 01500 OPt- SCALE: AS NOTED OF NEW y 2 PROPOSEDSOUTH ELEVATION SOUTH ELEVATION loy I' FRANCO HOUSE 15919 Main Road East Marion, NY 11939 REVISION DATE 9 9 REVISION 1 Zj, 10.06.2017 J --j I- Ti L I 44 _T 1 I L I T I L1[------------------------ 9 Li 1 UPPER FLOOR F.F.E. ......--—--- L . ....... _4 ...... —-—-—-...... ......—-—-—-—-—-—-- —-—-—-—-—-—-......—-—-—- +8'-10 't TL-i j T'l TT T' HOUSE ELEVATION KEYNOTES IT ! iL1. WOOD&STAINLESS STEEL CABLE GUARD RAIL 2. EXIST,WINDOW TO BE REMOVED, TYP. 3. NEW WINDOW IN NEW OPENING, TYP. 4. EXIST GARAGE WINDOW TO REMAIN, TYP, I T 5. EXIST OUTDOOR SHOWER TO REMAIN 1-1 L 1 6. WOOD TRELLIS HOUSE F.F,E, ......------------............------...... ------------------ 0'-0"(+15'-0"AS 7. EXIST BASEMENT ACCESS DOOR TO BE _ 41 J4 7 T7 REPAINTED 8. NEW GUTTER W/DOWNSPOUT TO DRYWELL 9, EXIST ROOF VENTS TO BE REMOVED 10, METAL DRIP EDGE OVER WOOD ROOF TRIM 11. WOOD POST 12, EXTERIOR SHADE CURTAIN 13, ERV INTAKE THROUGH WALL 14. SCREENWALL&STORAGE BENCH 1 EXISTING WEST ELEVATION 3 EXISTING EAST ELEVATION 1/411= 11-011 ATTIC NOTE Proposed roof/attic to be insulated&unvented per R806.5 EXTERIOR FINISH LEGEND Al < p-1> WOOD SIDING 1: 1 x4 Cedar Horizontal T&G C13CEMENT BOARD: D-1 10 10 3 17 18 77 6 6 8 i�_:------—::77 cr)- _21 13 6 6 PPER FLOOR F.F.E, — ------------- ------------............----------- ----------- +8'-10" C1 4 5 -- O HOUSE F.F-E RYALL SHERIDAN ARCHITECTS ------ -------- ...... 0'-0"(+1 5'-O,'ASLL) 174 5TH AVENUE, SUITE 300 ... .7. NEW YORK, NY 10010 646-809-4343 www.ryallsheridan.com PROJECT#: 1515 fvkED AOC DRAWN: WWR S. R CHECKED: WR PRINTED: 10.06.2017 0 .40 SCALE: AS NOTED NEW 2 PROPOSED WEST ELEVATION 4 PROPOSED EAST ELEVATION 1/4"- 1 0 EAST & WEST ELEVATIONS FRANCO 0 HOUSE 15919 Main Road East Marion, NY 11939 REVISION DATE REVISION 110 10.06,2017 - — —----- --- 12 - --- - -- -- STORAGE O 9 --- 7 - 2 UPPER LEVEL F,F,E. - - — - -- - - - - - - - -- -- -- - - - - - - - - - - - - - _ - ---- ------- -- ------ -1011 HOUSE SECTION KEYNOTES I _j __I - -I___ 1. WOOD DECK 2, WOOD PERGOLA 13 i. 3. WOOD PERGOLA POST II ,--- 4, EXPOSED BEAM, PAINTED - O DINING 3 5, CLOSET 6, DUCTOWRK 7, WOOD DECK OVER MEMBRANE ROOFING 8, KITCHEN CABINET GROUND LEVEL F,F,E, 9, EXISTING CRAWLSPACE - - -- ---- - ----- - - - --- ----- - -- - - - - - - -- ----- 0'-0" (+15'-0"ASL) 10, NEW CRAWLSPACE IIII I ,�) 1011 D 1 0 11, WOOD&STAINLESS STEEL CABLE GUARD RAIL 12. ATTIC STORAGE — �f-1,11 —yin=IIII=IIII— a -- 13. EXIST RAFTER TAILS TO BE CUT b. I 1101111—III 10111_IIII—1111— 14, PERGOLA FRAMING 15, EXIST STAIR TO REMAIN -IIII-fl EXISTING NORTH SOUTH SECTION 3 EXISTING NORTH SOUTH SECTION 4 1/4"= V-0" ROOF VENT/ATTIC NOTE 2 ALL ROOFS TO BE UNVENTED ATTIC SPACE PER R806.5 A510 12 I 12 I I - MASTER O I I MASTER BATH I r BATH A510 dM �J O - - -- - - -- - - - -- -- - - - - - - -�- 15 ---- -- I -�- - ----- -- -UPPER LEVELF,F,E -- - - - I 8'-101, I I 4 I I I I I I I 3 i I I i3 I I RYALL SHERIDAN ARCHITECTS I I 174 5TH AVENUE, SUITE 300 NEW YORK, NY 10010 GROUND LEVEL F.F.E. 646-809-4343 www,ryallsheridan.com -- - - - -------- --- ----- -- --- - - - - ----- -------------I- - -------- -- ------ U-0" (+15'-0"ASL) 771 I I PROJECT#: 1515 io =IIIIIIII—IIII=1111011 — — - =till— iI�IIII—IIII=IIII=1110 111 177-, S��RED AR BASEMENT _ - - c I IL � , BASEMENT — ` � — _�I DRAWN: WWR :P(�� \P�' S. RYQ�!✓tii�n OI = = = = = = �_ — - � - ' CHECKED: WR # — PRINTED: 10.06.2017 _ 0 II=1111= = = =1 = = = = = — _ = =—= = = = = _ = 9�F°F ,vEw '�°P� 1111 IIIIIIIIIIIIIIII—IIII—IIII-1111— = — —IIII—IIIIIIII—IIII—IIIIIIII—IIII—IIII—IIII—IIII—IIII—IIII—I = SCALE: AS NOTED IIII=1111= IIII=1111= IIII=1111= III-1111= HOUSE SECTIONS NORTH SOUTH SECTION 1 NORTH SOUTH SECTI 2ON 1/4"= V-0" 1/4"- V-0" N U7 O C7 2' 1n II ELECTRICAL NOTES FRANCO GENERAL: ELEC CONTRACTOR TO PROVIDE DESIGN/BUILD ELECTRICAL SERVICES FOR PROJECT BASED ON HOUSE ARCHITECT'S LAYOUT. WORK TO COMPLY WITH ALL APPLICABLE CODES. WORK TO BE COORDINATED AND REVIEWED BY ARCHITECT FOR COMPLIANCE WITH DESIGN REQUIREMENTS PRIOR TO INSTALL. ELEC J CONTRACTOR TO PROVIDE ANY& ALL CODE REQUIRED LIGHTING& POWER NOT SHOWN. INSTALLATION: ENTIRE INSTALLATION SHALL COMPLY WITH ALL APPLICABLE CODES. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL NECESSARY MISCELLANEOUS ITEMS, WHETHER SPECIFICALLY 15919 Main Road INDICATED OR NOT, TO RENDER A COMPLETE ELECTRICAL INSTALLATION. East Marion, NY 11939 ELECTRICAL SERVICE: ELECTRICAL CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANY& PROVIDE ALL NECESSARY EQUIPMENT AS REQUIRED FOR ELECTRICAL SERVICE TO THE RESIDENCE . 1 COORDINATION: ELECTRICAL CONTRACTOR SHALL PROVIDE POWER TO&VERIFY IN FIELD ALL REVISION DATE ® MECHANICAL EQUIPMENT& MISC. APPLIANCE ELECTRICAL LOADS, AMPERAGE&VOLTAGE REQUIREMENTS. REVISION 1 0 10.06.2017 d I I TD LAYOUT: ELECTRICAL CONTRACTOR SHALL LAYOUT ALL ELECTRICAL ITEMS ON SUBFLOORS FOR REVIEW I I I I BY OWNER PRIOR TO& ROUGH-IN& RUNNING CONDUCTORS. SWITCHES:SWITCHES TO BE LUTRON MAESTRO SERIES WITH DESIGNER SERIES SCREWLESS FACEPLATES I I I COLOR=SNOW. REFER TO INTERIOR ELEVATIONS FOR SWITCH LOCATIONS NOT DIMENSIONED IN ELECTRICAL PLANS:TYPICAL SWITCHES TO BE MOUNTED 48" AFF OC. I I DIMMERS: ELECTRICIAN TO COORDINATE DIMMER TYPE W/FIXTURE TYPE ° D --- RECEPTACLES: ALL INTERIOR EPTACLES MATCHING -- J FACEPLATE, CO OR=SNOW(SWC PRO ID GFOCIBRECEPTOACE S WHERE REQUI ESIGNER SERIES /D BY CODE.SRE ER TO I I INTERIOR ELEVATIONS FOR RECEPTACLE LOCATIONS &ORIENTATION @ BATHROOMS &KITCHENS. TYPICAL I I RECEPTACLES TO BE MOUNTED @ 12" AFF O.C. J QI LIGHT FIXTURES: REFER TO REFELECTED CEILING PLANS FOR CEILING FIXTURE DIMENSIONS & INTERIOR I IELEVATIONS FOR WALL FIXTURE LOCATIONS. I I ADDITIONAL RECEPTACLES: IN ADDITION TO RECPETACLES INDICATED IN ELECTRICAL PLANS ELECTRICAL I I CONTRACTOR SHALL PROVIDE TYPICAL RECEPTACLES NECESSARY TO COMPLY WITH CODE I I REQUIREMENTS AS WELL AS (4)ADDITIONAL RECEPTACLES & NECESSARY CIRCUITING TO BE LOCATED BY s_ OWNER DURING CONSTRUCTION. ELEC PLAN KEYNOTES --- --------------� ----------- ------------------------- — p I ____ TV/DATA OUTLETS:ALL DATA OUTLETS TO BE LUTRON DESIGNER SERIES FIELD CUSTOMIZABLE 1, PROVIDEJBOXFORAUTOMATICSHADESTYP. ------------------ T r---------------------------------- I MULTI-PORT FRAMES& MATCHING COVERPLATES. PROVIDE CABLE JACK&TELEPHONE JACK WITH HOME RUNS TO STORAGE CLOSET. GC TO COORDINATE PRE-WIRING FOR LOCAL CABLE/TEL PROVIDER. ALL ROOMS DCCEPT BATHS I I III I SDs SMOKE/CO DETECTORS: SHALL BE PROVIDED& LOCATED TO COMPLY WITH SECTION 313 OF 2012 IRC. ALL DETECTORS TO BE MOUNTED ON WALLS CENTERED AT LEAST 6" BUT NOT MORE THAN 12" BELOW FINISH I I L__—_ CIELING. ALL SMOKE DETECTORS TO BE Kidde 14618(Firex) &COMBINATION DETECTORS TO BE Kidde I I I KN-COSM-BA. I I IF---- _ r sD SOLAR PRE-WIRING: PROVIDE WIRING FOR FUTURE SOLAR INSTALLATION AT GARAGE ROOF I I I I l I BACKUP GENERATOR: CONTRACTOR TO COORDINATE INSTALLATION OF NEW PROPANE FUELED I I I I WHOLE-HOUSE BACKUP GENERATOR I I I II I I I I I I I II I I I I I I II OO REF p p II I I I J N ELECTRICAL SYMBOL LEGEND 0 RECESSED DOWNLIGHT RECESSED WALL WASHER PROPOSED GROUND FLOOR POWER & LIGHTING PLAN +O WALL MTD FIXTURE CEILING MTD FIXTURE ¢� CEILING PENDANT -FA- SWITCH -60- SWITCH, 3-WAY 0 -Ef} SWITCH,W/DIMMER 1 IH J J RECEPTACLE RECEPTACLE GFCI RECEPTACLE WATERPROOF RECEPTACLE ONE SWTICHED OUTLET RECEPTACLE 4-PLEX o ® FLOOR RECEPTACLE 0 O JUNCTION BOX p sD SMOKE/CO DETECTOR ®— TV/CABLE/DATA OUTLET- 0 D ___ D O O ——— THERMOSTAT sD U❑— CHIME II II I I I I []—J EQUIP PANEL/SHUTOFF II Ds II —————————- -- ------------------------ RYALL SHERIDAN ARCHITECTS -------- ----- 174 5TH AVENUE, SUITE 300 NEW YORK, NY 10010 646-809-4343 www,ryallsheridan.com II II PROJECT#: 1515 011 ��tiFtED qRc DRAWN: WWR S. Re \� . CHECKED: WR PRINTED: 10.06.2017 •9�.E`�°• 0150x0 Q,� O SCALE: AS NOTED Or NEw .4 N HOUSE ELECTRICAL POWER & LIGHTING PLANS El 01 2 PROPOSED UPPER POWER & LIGHTING FLOOR .0 Wp O W L' tCJ I ROOF FRAMING-RAFTERS, 101-7" # 9'-711 FLUSH GIRDERS,FLUSH HEADERS, RIMS,COLLAR TIES, CEILING JOISTS -- - - - EDWARD ARMUS - - ENGINEERING, PLLC N EDWARD ARMUS, PE 36 DEER RUN WATER MILL SECOND FLOOR FRAMING- _ NY 11976 631-864- 267 COLUMNS,DROP BEAMS, 4�-6„ DROP HEADERS,DROP 00 GIRDERS,SHEAR PANELS up SECOND FLOOR LEVEL- FLOOR JOISTS, FLUSH x o GIRDERS,FLUSH HEADERS • I � . FIRST FLOOR FRAMING- I THE EDUCATION LAW OF THE STATE OF NEW COLUMNS,DROP BEAMS, , ( 6'-2" 5'_4" YORK PROHIBITS ANY PERSON FROM DROP HEADERS,DROP r O ALTERING ANYTHING ON THE DRAWINGS GIRDERS,SHEAR PANELS — AND/OR THE ACCOMPANYING 00 SPECIFICATIONS,UNLESS IT'S UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER,WHERE SUCH ALTERATIONS ARE I a MADE,THE PROFESSIONAL ENGINEER MUST —I SIGN,SEAL,DATE AND DESCRIBE THE FULL FIRST FLOOR LEVEL—FLOOR O EXTENT OF THE ALTERATION ON THE JOISTS, FLUSH GIRDERS, DRAWING AND/OR IN THE SPECIFICATION FLUSH HEADERS (NYS ED.LAW SECTION 7209-2). I 9'-9" 7'-9" .I 23'-10" ARCHITECT: RYALL PORTER I FOUNDATION PLAN- _ 1 SHERIDAN ARCHITECTS 0 BASEMENT WALLS,COLUMNS, o SONOTUBE FOOTINGS-SEE TYPICAL DETAIL 45 WEST 21st STREET,4th FL - r- NEW FOUNDATION WALL:8"THICK POURED SPREAD FOOTINGS,DROP 3"THICK POURED CONCRETE WALL WITH L: REBAR AT 24"OC NEW YORK, NY 10010 GIRDERS OR DROP HEADERS 00 1'-8" FOOTING I I CONCRETE RAT SLAB ON ifl HORZ/VERTICAL. CONTINUOUS 21 13'-O" COMPACTED SUBGRADE- FOOTING WITH(2)#4 LONGITUDINAL BARS 511 212-254-1175 TROWEL SMOOTH AND#4 TRANSVERSE BARS AT 48"OC i? 8"WALL N I EXISTING FOUNDATION WALL-NO CHANGE t _ FRAMING DRAWING KEY ._ � .' � EXISTING FOUNDATION WALL SCALE: NTS - 41-611 REBAR DOWEL s [Cl]C1 NEW HSS4X4X1/4 COLUMN WITH 7X12X5/8" o I. � -' _ BASE PLATE, FOUNDATION TO GIRDER ------- CONNECTION BETWEEN SAWCUT NEW ACCESS OPENING 3'-4" 5'_7" POURED WALL SECTIONS [C6]NEW HSS4X4X1/4 COLUMN WITH 7X12X5/8" TO CRAWLSPACE, MINIMUM 36X36 i BASE PLATE, FOUNDATION TIO.GIRDER IC31 NEW 3"DIAMETER PIPE COLUMN I TH 12X12Xj' BASE PLATE,SLAB TO 1 ST,GROUT I AROUND BASE PLATE AND FEATHER TO SLAB GENERAL NOTES DUTCH WALL WITH f I FOOTING AS PER NEW FOUNDATION WALL: 8"THICK - --- - - FIELD CHANGE POURED CONCRETE WALL WITH#4 1 8" co REBAR AT 24"OC HORZ/VERTICAL. _ 0 12' 4" ' C21 NEW HSS3X3X3/8 COLUMN WITH a [C7]NEW HSS3X3X3/8 COLUMN { _ _ 6X1 6X5/8"BASE PLATE,CRAWL TO 2ND FL ' f WITH 7X12X5/8"BASE PLATE, II ® o 3" POURED CONCRETE RAT FOUNDATION TO 2ND s AWCUT SLAB AND POUR NEW 24X24X12 f SLAB ON COMPACTED GRADE FOOTING: CONTINUOUS 20"x8" FOOTING � �? ! SPREAD FOOTING,TOP OF FOOTING TO BE 3" WITH (2)#4 LONGITUDINAL BARS AND#4 1'-8" FOOTING DRILL AND EPDXY SET 12"LONG#ti REBAR BELOW EXISTING SLAB,TOP AND LEVEL TO TRANSVERSE BARS AT 48"OC WITH 18" I OWELS AT 24"OC-TYPICAL WHERE EX.FLOOR WITH CONCRETE AFTER COLUMN LONG#4 DOWELS AT 24" I �, ROPOSED FOUNDATION WALLS h'EET EXISTING IS INSTALLED bo O: 8„ WALL X�p VAPOR € ® 0 BARRIER, 6 MIL PLASTIC 1'-B„ I ' 0 0 [C4]NEW 3"DIAMETER PIPE COLUMN WITH SAWCUT NEW ACCESS FOR FULL 12X12X8"BASE PLATE,SLAB TO 1ST,GROUT T I I TYPICAL CRAWLSPACE WALL DETAIL - BASEMENT CONNECTION AROUND BASE PLATE AND FEATHER TO SLAB 3 0 NOTE: CONTRACTOR MUST COMPARE € STRUCTURAL PLAN TO ARCHITECTURAL NEW FOUNDATION WALL:8"THICK POURED co SCALE: NTS `v LO DRAWINGS AND NOTES PRIOR TO START OF I '-` """ CONCRETE WALL WITH#4 REBAR AT 24"OC CONSTRUCTIj-µ W HORZ/VERTICAL. CONTINUOUS 20"x8" WITH ANY DISCREPANCIES ES OR CONFLICTS EX. GARAGE vNTACT ARCHITECT `�, = Q FOOTING WITH(2)#4 LONGITUDINAL BARS ^^—M Ww AND#4 TRANSVERSE BARS AT 48"OC EXISTING FOUNDATION ' p O �...... . __�.�_ — p 4 ° z ' [C5]NEW HSS4X4X1/4 COLUMN WITH 7X12X5/8" �_- i z Z BASE PLATE, FOUNDATION TO GIRDER — O Q O 3"THICK POURED CONCRETE FLOOR SLAB N _ MPACTED SUBGRADE WITH 6X6 DRILL AND EPDXY SET 12"LOING#5 REBAR - - - Q REINFORCING-TROWEL SMOOTH LEML DOWELS AT 24"OC-TYPICAL WHERE� - Z z Q _ . N PROPOSED FOUNDATION WALLS h1EET EXISTING o HOUSE v r ..... m � 3 .............. ......._r _.____________ ! W LO _ _ 0 �– I 6X6 TIMBER RETAINING WALL WITH 4FT LONG DEADMEN AND CROSS BLOCKS EVERY OTHER ALIGN FOUNDATIONS COARSE,FASTEN TIMBERS TOGETHER WITH 8" Q TOP VIEW SDWS LAG SCREWS $,-6° 2'-O" m 2 00 J � I ' 6X6 POST POST TO BE CONNECTED O TO DEC 12" TO DECK GIRDERS WITH Q SIMPSON °• SIMPSON LCE POST CAPS d. ( ABU6 OR SIMILAR GRADE :: , „ , ,1 , „ , ,1 , " , „ , „ , „ W 3-6 — 8-0 8-0 --8-0 --8-0 8-0 7-10 71-10115-6 PORCH COLUMN FOUNDATIONS-12" 0 — o I LL DIAMETER 3,500 PSI POURED I Z CONCRETE SONOTUBE PIER WITH FOUR#4 VERTICAL REBAR-BOTTOM MINIMUM 36"BELOW FINAL GRADE- SIMPSON ABU44 POST BASE I I p _ - ANCHORED TO PIER TOP WITH 5/8" ( FOUNDATION 1 LAN (BASEMENT SHOWN ' ANCHOR BOLT FOR CONNECTION TO I �? ' WOOD COLUMN-SEE DETAIL I zo I SCALE: 1 /4" = 1 '-0" LSI — TYPICAL SONOTUBE DETAIL SCALE: NTS I LIQ yLU Cj I I I 23'-411 ♦♦�� c♦ I I co 8' L. PROPOSED GARAGE t 6 UPDATED FRAMING NOTES 10/3/17 5 1ST FL EXPANSION 8/3117 4 RECONFIGURE DRWGS 8/15/17 3 UPDATE 1ST FL PLAN 7/11/17 2 UPDATE NOTES 5/11/17 1 FRAMING PLAN 4/1/17 No. Revision/Issue Date PROJECT NO. SHEET 17-18 FRANCO DATE S. 1 APR 2017 - SCALE AS NOTED III DOUBLE 2X10 DOUBLE 2X10 DOUBLE 2X10 EDWARD ARMUS ENGINEERING, PLLC EDWARD ARMUS, PE N ____ �. Ol - ....._.- x := N w 2X10 DJ AT 16"OC — � — 2X10 DJ AT 16"OC J 2X10 DJ AT 16"OC w 36 DEER RUN m m m MC18X58 WATER MILL, NY 11976 o — — ___ o — _ _ o — ___ o DOUBLE 2x8 631-804-6267 �� INSTALL FACE MOUNT JOIST HANGERS EXISTING SECOND FLOOR — — — — — — — — — — AND EXTERIOR WALL - FRAMING TO REMAIN PROVIDE LVL WEB PACK, FULL HEIGHT 00 6...... 2; NEW REAR FLAT ROOF RAFTERS WITH 3/4" g _...... J _ PLYWOOD SHEATHING I-J _ -"---`2X10 DJ AT 16"OC 2X10 DJ AT 16"OC 2X10 DJ AT 16"OC ° a O 2X8 DJ AT 16"OC • ° ° ° ° ° • ° SIMPSON DTT2Z TENSION TIE AT 32"OC,AT 2; SIDES OF EX. FJ. USED TREADED ROD TO = = = = = THRU CHANNEL WITH SEPARATE NUTS FOR 0 0 0 0 (� X N N f CHANNEL PACK AND TENSION TIES NOTE:ALL DECK FRAMING MATERIAL = — _ - __ _ — — — — LINE I NEW INTERIOR FINISH TO BE PRESSURE TREATED J -' -' � "- DOUBLE 2X8 THE EDUCATION LAW OF THE STATE OF NEW m m m m MC TO HAVE 16"HOLES FOR 8"THRU BOLT YORK PROHIBITS ANY PERSON FROM p = - ------- — — -- -- -- -- — — O OF EXISTING RIM TO CHANNEL, BOLTS AT ALTERING ANYTHING ON THE DRAWINGS .-- ..--- --, p - _,._-2X10 DJ AT 16"OC m 2X10 DJ AT 16"OC m 2X10 DJ AT 16"OC p _ 16"OC STAGGARD HIGH/LOW AND/OR THE ACCOMPANYING SPECIFICATIONS,UNLESS ITS UNDER THE N DIRECTION OF A LICENSED PROFESSIONAL PROPOSED 2ND FLOOR STEEL LEDGER DETAIL ENGINEER,WHERE SUCH ALTERATIONS ARE — - - — � - - � = 2X8 DJ AT 16"OC -" ` — MADE,THE PROFESSIONAL ENGINEER MUST 2X8 DJ AT 16"OC SCALE: NTS SIGN,SEAL,DATE AND DESCRIBE THE FULL I A -` O DJ — EXTENT OF THE ALTERATION ON THE I DOUBLE 2X10 2X10 LEDGER 2X10 LEDGER = ----m — DRAWING AND/OR IN THE SPECIFICATION $ ; DOUBLE 2X8 -^� X N (NYS ED.LAW SECTION 7209-2). III ...... ...... . ..... ....... ..... .... ........ .. .. .... ........... W --- — — — ca 7 }( jp m ARCHITECT: CN X t 0} t N 0 U O p { O I 1 O -- — _ m 11 (I ii I li - Il -� 1 � I ! I ..... 1 ......... I .. . .� . I .... .� _ I . I I 2X8 DJ AT 16"OC RYALL PORTER C, oil D 1I �I lI fl oI 11 Flo I1 I I I 1 I 1 t I { I l 1 ! I I I 1 [Cl]HSS4X4X1/4 COLUMN `- "` ` - SHERIDAN ARCHITECTS I �I �� n � FOUNDATION TO GIRDER _._ 45 WEST 21st STREET,4th FL ¢I N € N x x x rrr rr NEW YORK, NY 10010 _ _ 3 I �i : N N N - 2X8 LEDGER 212-254-1175 # `�f BOX BEAM 9-1/2"LVL - - -- - -----------_------------------------ [C61 _______[C6]NEW HSS4X4X1/4 COLUMN FOUNDATION TO GIRDER 2X8 DJ AT 16"OC I�OUBLE 2X8 FJ:9-1/2"TJI,230 SERIES AT 16"O.C, E14 DEMOLITION AND REMOVALS [C3]3"DIAMETER PIPE COLUMN BELOW .........................................`" " 3/4"T&G SUBFLOOR ___. ___. � _ I p "` " NEW 4-PLY STUD POST FOR - - RIDGE LOAD ABOVE,BLOCK CUT NEW GIRDER POCKET FOR PACKED 1 ' '2X8 DJ AT 16"OC --- -� `-" �u BETWEEN FLOOR JOISTS AS STEEL AND INSTALL FACE MOUND JOIST N ¢1 NEEDED HANGERS ON BOTH SIDE TO CARRY EX. FJ J 9 t pl1 ,r-r. .rw .w-r — 4 EXISTING FLOOR LINE OF NEW i °D3 FRAMING TO REMAIN PROVIDE SIDE THRU HOLES FOR LVL WOOD GENERAL NOTES o t N __r_ r� <� i INTERIOR FINISH PACK, BOTH SIDES WITH�'BOLTS,HIGH/LOW EXISTING FLOOR FRAMING TO REMAIN W12 X 72 2X8 DJ AT 16"oc --- - - — 2ND FLOOR GIRDER DETAIL OVER KITCHEN 2X8 DJ AT 16"OC ' SCALE: NTS DOUBLE 2X8 --- ---- [C2]NEW HSS3X3X3/8 COLUMN, _r_ _rw wrrr wrrr I [C7]NEW HSS3X3X3/8 COLUMN, CRAWL TO 2ND FL,SOLID BLOCK --- I FJ:9-1/2"TJI,230 SERIES AT 16"O.C, FOUND TO SECOND AROUND COLUMN AT FLOOR JOIST SIC 3✓4"T&G SUBFLOOR ' � ; 8 DJ AT 16' rrrw — I - - - �. ........ ...... .................. . .................... ..... ..... NEW 4-PLY STUD POST FOR RIDGE --r--- coLOAD BLOCK ETWEEN FLOOR - .�- -rrr _rr. J JOISTS AS NEEDED,3"DIAMETER ME ER PIPE -\ �. ... LL f w ----- • -- COLUMN BELOW _.— m n EXISTING FLOOR !I � " -` -W""-"- "- Lu ILL FRAMING TO REM.41N it O ............. ...... ................................ ..... .... ...................... _--.— ___ - 3 r t wwwwr wrrr ... .. wrrr wrier .. .. IIP 4 EX. GARAGE EXISTING FLOOR _ ! I M � _�_._. __.. _ L ___ .r.. .W.ww.wwrwr..wwwrw ww _ w_ w �- FRAMING TO REMAIN 2X8 DJ AT 16"OC C Q ------------------ 2X8 DJ AT 16"0 z W .,.FJ:9-1/2"TJI,230 SERIES AT 16"O.C;.r: ...._.....,. .. j (2)14"LVL RIMS f! :�-�pOUBLE 2 ( ). .... ....... ...... 3/4"T&G SUBFLOOR [C5]HSS4X4X1/4 COLUMN �/ Q N ' FOUNDATION TO GIRDER _..............................._........-. _.. ........_.. 06 z Z HOUSE w Q Q O_ J m......_........_........m.... ..,,............................ ....... _.. EVERY 32"ADD 2X8 BLOCK TO TJI WEB ON BOTH 2X8 DJ AT _-- — �`^-�� ^ SIDES OF FLUSH GIRDER, INSTALL SIMPSON Z -- DTT2Z TENSION TIE TO EACH BLOCK,CONNECT Q BOX BEAM 9-1/2' LVL '� w.... µ.. WITH 1/2"THREADED ROD THRU LOW WEB HOLES W AD NEW FLUSH MC18X58 WITH FLANGE AND WEB HOLES,WOOD PACK WEB FOR O0 LO F-- FACE MOUNT JOIST HANGERS FOR EXISTING FLOOR JOISTS AND NEW LOW W FLAT i�A�TE;iv;v�TTOM vF vTLt%Tv^BE EVL1T'YY1Y" G't TOMS-O,�.;O;vT�- - a N N -� �- - --I-- (2) 11-7/8 LVL HDR (3)11-7/8"LVL HEADER W o NOTE: CONTRACTOR MUST COMPARE J x J m I!A STRUCTURAL PLAN TO ARCHITECTURAL m N _- X p DRAWINGS AND NOTES PRIOR TO START OF O _ � 2X8 DJ AT 16"OC J - --- - - — - -------------- - - -- N CONSTRUCTION-CONTACT ARCHITECT o mL EXISTING 2X8 RIM TO REMAIN,INSTALL WITH ANY DISCREPANCIES OR CONFLICTS o NEW FACE MOUNT JOIST HANGERS ON FJ ENDS,RIM TO BE BOLTED TO MC STEEL -" ""'--" -• -- J �Sil� 00 OUBLE 2X O O O O O O � ` EXISTING SECOND FLOOR ABOVE Q 2X8 DJ AT 16"OC C - - - - 1ST FLOOR LEVEL FRAMING PLAN ( 1ST FLOOR SHOWN ) 1 LL NEW 4-PLY STUD�� — �� DGE 2X8 DJ AT 16"OC LOAD ABOVE,B OCOK BETWEEN ET FOR IN FLOOR SCALE: 1/4" - 1 -0 - 05 7= JOISTS AS NEEDED NEW W12X72 GIRDER(HOLES TOP&WEB)TOP 0 OF GIRDER TO BE SET TIGHT TO UNDERSIDE OF EXISTING 2ND FLOOR SUBFLOOR,PARTIAL 0 DROP(-4")INTO LIVING ROOM Uj NEW W12X72 GIRDER(HOLES TOP&WEB)TOP OF GIRDER TO BE SET a z TIGHT TO UNDERSIDE OF EXISTING 2ND FLOOR SUBFLOOR, PARTIAL 00 m DROP(--4")INTO LIVING ROOM cn �g m U) U O woo w g � � a -- _....... m. .. 0 O Z NEW 4 PLY STUD POST FOR R DGE , ■ ¢ � z - - U. LLI p "' LOAD ABOVE,BLOCK BETWEEN FLOOR = m C7 :::::.��. ;; "- � � JOISTS AS NEEDED cn a0 � O - i' X m EXISTING SECOND FLOOR ABOVE --- cn w ¢ 001 ..... _ ' 6 UPDATED FRAMING NOTES 10/3/17 F- =wd ¢ w !�90 5 1ST FL EXPANSION 8/3117 p Z :5 -- --- — 4 RECONFIGURE DRWGS 8/15/17 rn �- ... ... ... . ................................................... . x O a - :•::.::::...,v.... 3 UPDATE 1ST FL PLAN 7/11/17 w 2 UPDATE NOTES 5/11/17 Zco 0f 0 -........... . .. ............ ........... ..... ... _ 1 FRAMING PLAN 4/1/17 BUILTUP FLITCH HEADER: -- ----- No. Revision/Issue Date (3) 11-7/8"LVL HEADER (2)11-7/8"LVL+(2)1/2"X 12"FLITCH PLATES AND 1"PLYWOOD PAD (3) 11-7/8"LVL HEADER PROJECT NO. SHEET PROVIDE 3"DEEP X 5"WIDE ANGLE LEDGES ON BOTH SIDES 17-18 OF TUBE COLUMN TO SUPPORT DROP WINDOW HEADERS FRANCO DATE APR 2017 S- 1A ITI I I 1ST FLOOR FRAMING PLAN ( 1ST FLOOR SHOWN) SCALE SCALE: 1/4" = V-0" AS NOTED I EDWARD ARMUS ENGINEERING, PLLC c� EDWARD ARMUS, PE 36 DEER RUN WATER MILL, NY 11976 rL CORNER (3)7-1/4 LVL RIM (2)14"LVL HEADER (2)11-1/4"LVL HEADER (2)14"LVL HEADER 631-804-6267 Q NEW 4-PLY STUD POST UNDER FLUSH FLITCH o t # o GIRDER,POSTING TO CONTINUE DOWN THRU U [ f r FIRST FLOOR TO BASEMENT SLAB DECK ON SLEEPERS O ? I O ; 00 i O O 2X10 TIMBER Q THE EDUCATION LAW OF THE STATE OF NEW 8"LVL+ 2 1"X 8" I Q ¢ 3 E ¢ ( ? Q I YORK PROHIBITS ANY PERSON FROM NEW DROPPED(3)PLY ( ) I ; I4 I I I l I i i ALTERING ANYTHING ON THE DRAWINGS STEEL FLITCH PLATES, BOTTOM OF FLITCH ( ! , s I I � f 3 i ? w I _ a BEAM EVEN WITH BOTTOM OF CEILING JOISTS o ; r o : 4 X ; o o s 3 j AND/OR THE ACCOMPANYING SPECIFICATIONS,UNLESS ITS UNDER THE �. W N ? N ( N I N ` N # DIRECTION OF A LICENSED PROFESSIONAL ( # (2)11-1/4"LVL HEADER 's I ENGINEER,WHERE SUCH ALTERATIONS ARE MADE,THE PROFESSIONAL ENGINEER MUST SIGN,SEAL,DATE AND DESCRIBE THE FULL J 7-1/4 LVL JOISTS AT 12"OC Q ' i t # i ) g EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION --FLUSH W12X72 GIRDER BELOW -- — FLUSH W12X72 GIRDER BELOW - - — — — Ur ' I ) r i t b I (NYS ED.LAW SECTION 7209-2). ° j :li _ , ! — _____ _..�. — -._.... ---- --- .---. — -----I —•— j RIDGE:(2)9.5"LVL LLI t c i 1{( € 7 Z V {I f 5 I ! l , J —� I . ...... t..................3... A. £.._.._. .,...................F........ ,.a.. ...... ,........... }... ...._t 9. m (3)7-1/4 LVL UNDER EXT NEW STRUCTURAL RIDGE TO BE SET UNDER EXISTING r `—e—=? EXISTING RIDGE 70 REMAIN _ EXISTING RIDGE TO REMAIN ARCHITECT: � WALL ABOVE NEW STRUCTURAL RIDGE TO BE SET UNDER EXISTING,(4) 0 I I (2)14"LVL,WITH SIDE BRACES 32"OC,BOTH SIDES p 20"LVL,WITH SIDE BRACES EVERY 32"OC,BOTH SIDES ....... i W RYALL PORTER 7-1/4 LVL JOISTS AT 12"OC � S H ERIDAN ARCHITECTS WEST 21 st th O 2X10 TIMBER I NEW YORK, NY 10010 w ............. J .......... 212-254-1175 . ............... m t t w U I o I o c7 NEW 4-PLY STUD POST UNDER FLUSH FLITCH ICD cli GIRDER,POSTING TO CONTINUE DOWN THRU t f- t EXISTING FRONT SLOPED ROOF TO REMAIN j EXISTING FRONT SLOPED ROOF TO REMAIN N _ FIRST FLOOR TO BASEMENT SLAB _ - --(— -�-Q J 0 X 7-1/4 LVL JOISTS AT 12"OC = N X i N I J GENERALNOTES t 13' EXISTING ROOF RAFTER TAILS -TO REMAIN w m m m NEW FRONT ROOF TO MATCH SLOPE OF EXISTING 0 0 0 0 0 o H N N N N N N X N MAIN ROOF FRAMING PLAN (2ND FLOOR SHOW 1 1 2X10 TIMBER SCALE: 1/4" — V-0" 2X10 TIMBER 2X10 TIMBER 2X10 TIMBER 2X10 TIMBER „STUD POCKET NOTE: CONTRACTOR MUST COMPARE 2ND FLOOR FRAMING PLAN 2ND FLOOR SHOWN) STRUCTURAL PLAN TO ARCHITECTURAL DRAWINGS AND NOTES PRIOR TO START OF CONSTRUCTION-CONTACT ARCHITECT .1 SCALE. I4�� 1�-O'�� WITH ANY DISCREPANCIES OR CONFLICTS M w //q m 1 (f) c / Q r' v- cn D Q r 0 N o Ip O �- w Q � z 00 g 2X10 TIMBER W z z NEW STRUCTURAL RIDGE TO BE SET Q O O N NEW 2X10 RAFTERS UNDER EXISTING, (4) 20 LVL, WITH SIDE z V < 2ks 2�6 BRACES EVERY 32" OC, BOTH SIDES C) 0 9 T_ W LO FRAMING NOTES STRUCTURAL STEEL (2) 14" LVL p Q ° Q a ALL STRUCTURAL STEEL SHALL BE A-36 STEEL CONFORMING TO ASTM HEADER 'r/s� LU 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- 1. LARCH STRUCTURAL GRADE NO. 1 OR BETTER. SPECIFICATIONS. AFFIDAVIT TO BE FILED WITH BUILDING DEPARTMENT C UPON REQUEST. R9� 2. ALL SHEATHING TO BE APA RATED, EXPOSURE 1, 5/8" MIN.THICKNESS. 2. ALL STRUCTURAL STEEL FABRICATION,ERECTION,AND CONNECTIONS NEW DROPPED (3) PLY 8" LVL + (2) 1" X 8" 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, EXPOSURE 1, SHALL CONFORM TO LATEST AISC STANDARDS AND SPECIFICATIONS W STEEL FLITCH PLATES, BOTTOM OF FLITCH 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD TO BE SET ON TYPE 2 CONSTRUCTION EXCEPT AS NOTED. � BEAM EVEN WITH BOTTOM OF CEILING SOLID BLOCKING. GLUE AND NAIL ALL SHEETS. 3. ALL FIELD CONNECTIONS TO BE 3/4"DIA.MACHINE BOLTS UNLESS 4. ALL HEADERS 6'-0"AND OVER SHALL BE SUPPORTED WITH DOUBLE INDICATED OTHERWISE. SHOP CONNECTIONS TO BE EITHER MACHINE Q BOLTED OR WELDED UPRIGHTS, 9'-0"AND OVER WITH TRIPLE UPRIGHTS. (ALL UPRIGHTS . ALL BOLTS TO BEA-325 FRICTION TYPE. 0 CONNECTIONS SHALL BE PER TYPE 1 CONSTRUCTION PER AISC FOR TO BE GLUED WITH PL PREMIUM AND NAILED.)ALL HEADERS SHALL w 2)2X8 OR AS SHOWN ON DRAWING. PORTAL FRAMES AND SHALL BE DETAILED TO DEVELOP AT LEAST FULL BE A MINIMUM OF W _ - _- _ _ ( ALLOWABLE MOVEMENT AND SHEAR CAPACITY. ALL REMAINING STEEL U)307 BOLTS MAY BE USED FOR A - - 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR TO HAVE TYPE 2 CONNECTIONS. 0 BEAMS AS PER N.Y.S. CODE OR AS NOTED @ 8'-0" O.C. MIN. MINOR CONNECTIONS WHEN ACCEPTABLE TO ENGINEER. a- PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. 4. THE STRUCTURAL STEEL FABRICATOR SHALL SUBMIT SHOP DRAWINGS 2X10 TIMBER G > 0 6. DOUBLE FRAMING AROUND ALL OPENINGS (SKYLIGHTS, STAIRS, ETC.) TO THE ENGINEER FOR APPROVAL. ERECTION OF STRUCTURAL STEEL mw ® ® U. d OR AS NOTED ON DRAWINGS. SHALL NOT PROCEED UNTIL THE SHOP DRAWINGS HAVE BEEN APPROVED. 2ND FLOOR ROOF SECTION ., j 5. ALL WELDING SHALL CONFORM TO AISC AND AWS SPECIFICATIONS. o 7. TRIPLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONSN SCALE: 3/8" 1 —�� U. OR AS NOTED ON DRAWINGS. 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED -1 GALVANIZED METAL CONNECTORS BY"TECO"OR APPROVED EQUAL. Ujz 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS SHALL RECEIVE 5-1 OD NAILS AT SILL AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. M 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D @ 4"O.C. EXTERIOR 0 LU EDGES AND 6D @12"O.C. INTERMEDIATE. TOP VIEW TOP VIEW V 11. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING,AND 4" WATERPROOFING SHALL BE BY ARCHITECT. POUR STOP 4X4 POST i 3 POST TO BE CONNECTED TO DECK TO DECK GIRDERS WITH 12" 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD -1 2X10 TIMBER a TO DECK LCE POST CAPS WITH GALVANIZED HURRICANE TYPE CONNECTORS BY"TECO"OR SIMPSON GR DE o.ABU4 OR SIMILAR APPROVED EQUAL. FOR TIMBER PILE FOUNDATIONS, PROVIDE PORCH COLUMN FOUNDATIONS-TUBE HURRICANE CLIPS AT ALL PERIMETER JOIST TO GIRDER CONNECTIONS. ER PLA DIAMETER AS PER FOUNDATION PLAN,3,500 6 UPDATED FRAMING NOTES 10/3/17 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA PACIFIC GPI SIMPSON MASE PSI POURED CONCRETE SONOTUBE PIER PORCH COLUMN FOUNDATIONS-12" 5 1ST FL EXPANSION 8/3117 SERIES WOOD-1-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, OR 5/8"ANCHOR--, NCHOR WITH FOUR#4 VERTICAL REBAR, BOTTOM DIAMETER 3,500 PSI POURED BOLT MINIMUM 36"BELOW FINAL GRADE-EMBED Z CONCRETE SONOTUBE PIER WITH 4 RECONFIGURE DRWGS 8/15/17 GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED a , SIMPSON MASE MUD SILL ANCHOR INTO PIER FOUR#4 VERTICAL REBAR-BOTTOM AS PER MANUFACTURERS RECOMMENDATIONS. WEB STIFFENERS N TOP FOR CONNECTION TO PORCH GIRDER OR ° MINIMUM 36"BELOW FINAL GRADE- 2 UPDATE NOTES 5/11/17 SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS AT A M z 5/8"ANCHOR BOTH AND ABU POST BASE- SIMPSON ABU44 POST BASE MINIMUM. A SINGLE 1-3/4"LVL RIM JOIST SHALL BE REQUIRED AT a, a POUR STOP TOP OUTSIDE EDGE OF PIERS- ANCHORED TO PIER TOP WITH 5/8" 1 FRAMING PLAN 4/1/17 FLOOR PERIMETERS. HANDLING, STORAGE AND ERECTION OF co SEE DETAIL ANCHOR BOLT FOR CONNECTION TO COMPONENTS SHALL BE AS PER MANUFACTURERS WOOD COLUMN-SEE DETAIL No. Revision/Issue Date RECOMMENDATIONS. c 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF STRUCTURAL SCREW TYPICAL PERGOLA COLUMN FOOTING DETAIL PROJECT NO. SHEET 17-18 (SDS)AT 12" OC THRU LAMINATIONS AS PER MANUFACTURERS SPECIFICATIONS FRA NCO 15. ALL FLITCH BEAMS TO HAVE 2 ROWS OF 1/2"DIA. GALV. TYPICAL ON-GRADE DECK SONOTUBE DETAIL SCALE: NTS DATE DATE MACHINE BOLTS @ 18"O.C.AND(2) BOLTS 3" FROM EACH END. SCALE: NTS APR 2017 S-2 SCALE AS NOTED II