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Home My WebLink About47962-Z o�Og11FFOlkIpGy� Town of Southold 2/7/2024 -3 P.O.Box 1179 y �. 53095 Main Rd 1)'jf4 o�� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44947 Date: 2/7/2024 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 1515 Calves Neck Rd, Southold SCTM#: 473889 Sec/Block/Lot: 63.-7-37 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/4/2022 pursuant to which Building Permit No. 47962 dated 6/15/2022 was issued,and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: reconstruction(demolition as per Town Code definition) of single family dwelling with additions and alterations, including partially finished basement, covered front porches, suhroom, rear deck, rear landing and outdoor shower as applied for. The certificate is issued to Rerisi,Edward&Meredith of the aforesaid building. ' SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-21-3299 12/16/2023 ELECTRICAL CERTIFICATE NO. 47962 1/23/2024 PLUMBERS CERTIFICATION DATED 8/28/2023 INaji4. Cannare utho 'z gnature �SUFFoI,r�o TOWN OF SOUTHOLD �o BUILDING DEPARTMENT H. x TOWN CLERK'S OFFICE "� • SOUTHOLD, NY 0 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#: 47962 Date: 6/15/2022 Permission is hereby granted to: Rerisi, Edward 17 W 67th St Apt 10DEF New York, NY 10023 To: demolish (as per Town Code definition) and reconstruct an existing single-family dwelling as applied for per DEC NJ letter, Trustees & SCHD approvals. At premises located at: 1515 Calves Neck Rd, Southold SCTM #473889 Sec/Block/Lot# 63.-7-37 Pursuant to application dated 5/6/2022 and approved by the Building Inspector. To expire on 12/1512023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,907.60 CERTIFICATE OF OCCUPANCY $50.00 Total: $1,957.60 I---- BuildiW9 Inspector o�*OF SOUr�QI � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 CIO �o sean.deviina—town.southold.ny.us Southold,NY 11971-0959 COUNTV,�c� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Edward Rerisi Address: 1515 Calves NeckRd city:Southold st: NY zip: 11971 Building Permit#: 47962 Section: 63 Block: 7 Lot: 37 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Custom Lighting Of Suffolk License No: SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 102 Ceiling Fixtures 25 Bath Exhaust Fan 4 Service 3 ph Hot Water GaSX2 GFCI Recpt 13 Wall Fixtures 28 Smoke Detectors 2 Main Panel A/C Condenser 3 Single Recpt Recessed Fixtures 104 CO2 Detectors Sub Panel A/C Blower 3 Range Recpt Gas Ceiling Fan 3 Combo Smoke/CO 8 Transfer Switch 200A UC Lights 131' Dryer Recpt I GaSX2 Emergency Strobe Heat Detectors 2 Disconnect Switches Q4 4'LED 6 Exit Fixtures 11 Sump Pump Other Equipment: Fridge, Oven, Hood, DW, Mini Split(2), LED Mirror(1), W/D(2), 200A Panel 40Circuit Notes: Two Story w/ Finished Basement Inspector Signature: Date: January 23, 2024 S.Devlin-Cert Electrical Compliance Form i 50(/l�a! � o Town Hall Annex fd Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ® d Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: .,4j 2,} Building Permit No."Le+q 1 Owner: (Please print)Plumber: ,--2-1e-&L . f> J° CC,,-,A-*--e& (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. lumbers Signature) Sworn to before me this day of /l u�liCd� , 20 7-3 Traci 1_.plachdnski Notary public,State of New nark No.OV0427`1 63 . Qualified in Suffolk county y20120 My Commission Wires Notary Public, f County ��#o�aOF SOUTyO# H TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST K� [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) _[__ ]_CODE-VIOLATION____ ___ __ _ [-] PRE C/O [ ] RENTAL REMARKS: 7-,, DATE q 0174 INSPECTOR Zf SOUIyOIo TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ F NDATION 1ST [ ] ROUGH PL13G. [ FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] -FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION _:_ [_ _]-_PRE C/O [ ] RENTAL REMAIPK 5� 'a n O l a ©U $ b VtJ py �o DATE O G vY INSPECTOR soulyOlo TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION/CAULKING ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE.RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: u �Ajurin 0 n OIL s n l DATE IIJ l INSPECTOR S0(/T�°�o � TOl l 2/ * N/t OF SOUTHOLD BUILDING DEPT. couto" 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL). [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: Nv DATE INSPECTOR ��aOE S0Uly0� -- — # TOWN OF SOUTHOLD BUILDING DEPT. courm N 631-765-1802 INSPECTION [ ] FOUNDATION 1ST ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION_____ _ [_ ] PRE C/O [ ]' RENTAL REMARKS: DI(V of DATE INSPECTOR SOUIq s� .,jyO� �-T. ve TOWN OF SOUTHOLD BUILDING DE cooNn��`' 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND ( ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 4[,Oe 0�T, W4 fA YPP � r DATE 7 23 INSPECTOR fjf so * TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ KFINAL ULATION/CAULKING FRAMING /STRAPPING [ [ ] FIREPLACE & CHIMNEY [ :] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATIO [ ] 'PRE C/O [ ] RENTAL REMARKS: Q,K, / .. W- M+A "--: t DATE INSPECTOR Building Envelope and Duct Tightness Report 2018 IECC as amended by the 2020 New York State Supplement,sections 402A.1.2 and 403.3.4 Address of Test 1515 Calves Neck Road,Southold,NY 11971 Test Date 7/25/2023 Building Permit#: 49423 Compliance Pathway Performance Test Completed by: Christopher Silvia RESNET Rater ID# 4150294 Home Energy Solutions NATE ID# 187 East Main Street ICC ID# Huntington,NY-11743 BPI# 631-673-0664 Building Envelope.Tightness Volume Calculation: Check if Floor Area Volume Conditioned Basement Basement 158 1217 El Conditioried,crawl Space 1st 1835 17262 Sealed Attic 2nd 2.261 22606 1 *The conditioned floor area of dwelling is calculated in 3`d accord ar ce,With A(VSI Z765,except that conditioned floor Attic 6283 area includes areas w e the ceiling height is less than 5 Total Volume 47368 CFM @50 pa 2361 Air changes/hr@50 2.99 Code Compliance: Pass Duct Tightness: Post Construction Test-To al Duct Leakage System-1: Duct Location Floor Area Leakage CFM @ 25pa CFW100 ftZ CFA, Code Compliance: System-2: Duct Location Floor Area Leakage CFM @ 25p4 CFM/100 ftz CFA� Code Compliance: System-3: Duct Location Floor Area Leakage CFM @ 25pat CFM/100 ftZ CFA� Code Compliance: All building envelope tightiness test ng�has'been verified using instruments and procedures specified in ASTM E1827 as required by 2018 IECC as amended by the 2020�hew;York�State:Suppiement,section 402.4.1.2.The building duct and plenum system has been verified as required'by the 2018,1EC"'" " '` lidpr},by�02U!Vew York State Supplement,Section 4033.4. Signature: _ Date: 7/25/2023 Christopher-Sil:via;; I'airiie lJnergy Solutions I *Disclaimer* For Manual J, D & S Home Energy Solutions, Inc. I The heating& cooling load calculations (Manual-J), equipment selection (Manual-S), and duct design (Manual-D) supplied by Home Energy Solutions are based on plans. Any deviations from the approved drawing such as thermal boundary/window selection/air infiltration or duct leakage will have a negative impact on the proposed heating and cooling load defined here. If it is determined by installing mechanical professional that the proposed pathway is now blocked, an alternative path may be taken if it has no impact to the air flow required for each affected room. This includes but is not limited to the design of the house, quality of insulation, quality of duct sealing, & air infiltration. I Please do not exceed more than 15% of the recommended tonnage on the report for conventional equipment and 20%for geothermal heat pumps. ***The load calculation square foot areas include all habitable square foot areas and all open to below square foot areas. This is for the sole purpose of accurately modeling the heat loss/gain of the entire building structure (ceiling areas, wall areas, and perimeter slabs). Therefore, the load calculation square feet may exceed the reported building square feet stated on the architectural plans. *** Glenn LaMay Home Energy Solutions, Inc. 631-673-0664 Load Short Form Job: 1515 Calves Neck Road Date: September 7,2023 f i h9 EA E V E R G Y ENTIRE HOUSE By: Home Energy Solutions titt! tinM; Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 1515 Calves Neck Road, Southold, NY 11971 Design Information Htg Clg Infiltration Outside db(°F) 8 84 Method Blower door Inside db(°F) 70 75 Shielding/stories 3(partial)/2 Design TD(°F) 62 9 Pressure/ACH/AVF 50 Pa/3.0/ 1809 cfm Daily range - M Inside humidity(%) 40 50 Moisture difference(gr/lb) 37 30 I HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a coil n/a AH RI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) AHU1 2020 46108, •34197 1500 1500 AHU2 947 20546 14659 800 800 AHU3 1067 20465 14833 800 800 ENTIRE HOUSE 4034 87118 62834 3100 3100 Other equip loads 7847 1139 Equip. @ 1.00 RSM 63973 Latent cooling 8309 TOTALS 1 4034 1 94965 1 72282 1 3100 1 3100 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - - wrighisolft" 2023-Sep-0716:03:01 Right-Suite®Universal202323.0.01 RSU25299 Page 44C, 1 ...Ives Neck Road\1515 Calves Neck Road ManJSD.rup Calc=MJ8 House Front faces:SW Load Short Form Job: 1515 Calves Neck Road E 1 c,Al P41 E sE.d E R t:Y ', Date: September 7,2023 AHU7 By: Home Energy Solutions Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com --- Project Information For: 1515 Calves Neck Road, Southold, NY 11971 Design Information Htg Clg Infiltration Outside db(°F) 8 84 Method Blower door Inside db(°F) 70 75 Shielding/stories 3(partial)/2 Design TD(°F) 62 9 Pressure/ACH/AVF 50 Pa/3.0/1970 cfm Daily range - M Inside humidity(%) 40 50 Moisture difference(gr/lb) 37 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Rinnai Corporation Make Rheem Trade RINNAI Trade RHEEM Model M120S Cond RA1648AJlNA AHRI ref 202100428 Coil RH1T4821STANAA AHRI ref 7943535 Efficiency 95 AFUE Efficiency 13.0 EER, 16 SEER Heating input 120000 Btuh Sensible cooling 31500 Btuh Heating output 112000 Btuh Latent cooling 13500 Btuh Temperature rise 68 °F Total cooling 45000 Btuh Actual air flow 1500 cfm Actual air flow 1500 cfm Air flow factor 0.033 cfm/Btuh Air flow factor 0.044 cfm/Btuh Static pressure 0.70 in H2O Static pressure 0.70 in H2O Space thermostat Load sensible heat ratio 0.87 ROOM NAME Area Htg load Cig load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) I FOYER 255 3054 966 99 42 GREAT ROOM 303 4482 4147 146 182 LIVING KITCHEN 886 18715 15556 609 682 MUD ROOM 83 2286 1723 74 76 PWDR 41 773 715 25 31 SUNROOM 279 9920 10233 323 449 LDRY 2 103 3779 705 123 31 BTHRM 4 71 3097 152 101 7 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft- 2023-Sep-0716:03:01 '` a.•, .�,:., Right-Suite@)Universal 2023 23.0.01 RSU25299 Page 2 ...Ives Neck Road11515 Calves Neck Road ManJSD.rup Calc=MJ8 House Front faces:SW AHU1 2020 46108 34197 1500 1500 Other equip loads 3926 2276 Equip. @ 1.00 RSM 36473 Latent cooling 5346 TOTALS I 2020 I 50033 I 41820 I 1500 l 1500 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ` Wrights®ft- 2023-Sep-0716:03:01 Right-SuiteO Universal 202323.0.01 RSU25299 Page �r� ...Ives Neck Road11515 Calves Neck Road ManJSD.rup Calc=MJ8 House Front faces:SW i Load Short Form Job: 1515 Calves Neck Road H,i�Al E E v E R C Y Date: September 7,2023 AHU2 By: Home Energy Solutions Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project For: 1515 Calves Neck Road, Southold, Y 11971 Design • • Htg Clg Infiltration Outside db(°F) 8 84 Method Blower door Inside db(°F) 70 75 Shielding/stories 3(partial)/2 Design TD(°F) 62 9 Pressure/ACH/AVF 50 Pa/3.0/1970 cfm Daily range - M Inside humidity(%) 40 50 Moisture difference(gr/lb) 37 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Rinnai Corporation Make Rheem Trade RINNAI Trade RHEEM Model M120S Cond RA1624AJlNA AHRI ref 202100428 Coil RH1T2417STANAA AHRI ref 7940891 Efficiency 95 AFUE Efficiency 13.0 EER, 16 SEER Heating input 120000 Btuh Sensible cooling 16800 Btuh Heating output 112000 Btuh Latent cooling 7200 Btuh Temperature rise 128 °F Total cooling 24000 Btuh Actual air flow 800 cfm Actual air flow 800 cfm Air flow factor 0.039 cfm/Btuh Air flow factor 0.055 cfm/Btuh Static pressure 0.70 in H2O Static pressure 0.70 in H2O Space thermostat Load sensible heat ratio 0.87 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) HALL 74 0 0 0 0 MASTER BATH 173 5271 3879 205 212 MASTER BEDROOM 1 399 8992' 5382 350 294 MASTER CL 121 1408 581 55 32 OFFICE 124 4875 4817 190 263 STO 56 0 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. " wvrightsoft' 2023-Sep-0716:03:01 tw ,� •,, a .9 Right-Suite@)Universal 202323.0.01 RSU25299 Page '111 +1 ...Ives Neck Road11515 Calves Neck Road ManJSD.rup Calc=MJ8 House Front faces:SW i AHL12 947 20546 14659 800 800 Other equip loads 1665 1948 Equip. @ 1.00 RSM 16607 Latent cooling 2425 TOTALS I 947 I 22210 1 19032 1 800 l 800 I I i I Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. • Wf�ghtsoft- 2023-Sep-07 16:03:01 'W- v.•,+. .., Right-Suite@ Universal AEU�j� `d Page 5 K ...Ives Neck Road11515 Calves Neck Road ManJSD.rup Calc=MJ8 House Front faces:SW i I Load Short Form Job: 1515 Calves Neck Road H JA h1 EEll"F R t Y Date: September 7,2023 AHU3 By: Home Energy Solutions Home Energy Solutions 187 E Main St,Huntindton,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project I Information. For: 1515 Calves Neck Road, Southold, NY 11971 I Design Information Htg Clg Infiltration Outside db (°F) 8 84 Method Blower door Inside db(°F) 70 75 Shielding/stories 3(partial)/2 Design TD (°F) 62 9 Pressure/ACH/AVF 50 Pa/3.0/1970 cfm Daily range - M Inside humidity(%) 40 50 Moisture difference(gr/lb) 37 30 I I HEATING EQUIPMENT COOLING. EQUIPMENT Make Rinnai Corporation Make Rheem Trade RINNAI Trade RHEEM Model M120S Cond RA1624AJl NA AHRI ref 202100428 Cloil RH1T2417STANAA AHRI ref 7940891 Efficiency 95 AFUE Efficiency 13.0 EER, 16 SEER Heating input 120000 Btuh Sensible cooling 16800 Btuh Heating output 112000 Btuh Latent cooling 7200 Btuh Temperature rise 128 °F Total cooling 24000 Btuh Actual air flow 800 cfm Actual air flow 800 cfm Air flow factor 0.039 cfm/Btuh Air flow factor 0.054 cfm/Btuh Static pressure 0.70 in H2O Static pressure 0.70 in H2O Space thermostat Load sensible heat ratio 0.85 ROOM NAME Area Htg load i Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (Cfm) (cfm) BATH 4 89 2963 2323 116 125 BATHROOM 2 81 2666 2850 104 154 BEDROOM 2 158 3257, 2001 127 108 BEDROOM 3 155 2362 1873 92 101 BEDROOM 4 270 5873 3745 230 202 CL 30 0 0 0 0 CL 4 30 0 0 0 0 HALLWAY 199 3344 2041 131 110 LAUNDRY 1 •54 0 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. t .. vvrilghtsolt• 2023-Sep-0716:03:01 Right-Suite®U niversal 2023 23.0.01 RSU25299 Page 6 ...Ives Neck Road11515 Calves Neck Road ManJSD.rup Calc=MJ8 House Front faces:SW it AHU3 1067 20465 14833 800 800 Other equip loads 2257 2034 Equip. @ 1.00 RSM 16867 Latent cooling 2872 TOTALS 1 1067 1 22722 19739 800 800 i i it Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - wrightsof - 2023-Sep-0716:03:01 '` Right-Suite®Universal 2023 23.0.01 RSU25299 Page 7 ...Ives Neck Road11515 Calves Neck Road ManJSD.rup Calc=MJ8 House Front faces:SW —! Manual S Compliance Report Job: 1515 Calves Neck Road Fi iW)M E E V E R t;Y Date: September 7,2023 AHU 1 By: Home Energy Solutions Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmaii.com g g y @gmail.com Web:home-energysolutions.com I • ect [nformation For: 1515 Calves Neck Road, Southold, NY 11971 Cool! • • pment Design Conditions Outdoor design DB: 84.07 Sensible gain: 36473 Btuh Entering coil DB: 76.9°F Outdoor design WB: 71.2°F Latent gain: 15346 Btuh Entering coil WB: 63.8°F Indoor design DB: 75.0°F Total gain: 41820 Btuh Indoor RH: 50% Estimated airflow: 1500 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RA1648AJ1NA+RH1T4821STANAA Actual airflow: 1500 cfm Sensible capacity: 35500 Btuh 97%of load Latent capacity: 6200 Btuh 1161/o of load Total capacity: 41700 Btuh 100%of load SHR: 85% Heating, Design Conditions Outdoor design DB: 8.0°F Heat loss: 50033 Btuh Entering coil DB: 64.9°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas boiler Manufacturer: Rinnai Corporation Model: M120S Actual airflow: 1500 cfm Output capacity: 112000 Btuh 224%of load Meets all requirements of ACCA Manual S. -01-- wrigtrtsoft° 2023-Sep-0716:03:01 Right-Suite®U niversal 2023 23.0.01 RSU25299 Page 1 C+�...Ives Neck Road11515 Calves Neck Road ManJSD.rup Calc=MJ8 House Front faces:SW i Manual S Compliance Report Job: 1515 Calves Neck Road FILhIE E\1ERr,;1' Date: September 7,2023 AHU2 By: Home Energy Solutions 's^�^ Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:hl me-energysolutions.com Project • • For: 1515 Calves Neck Road, Southold, NY 11971 I Cooling Equipment Design Conditions Outdoor design DB: 84.0°F Sensible gain: 16607 Btuh Entering coil DB: 79.5°F Outdoor design WB: 71.2°F Latent gain: 2425 Btuh Entering coil WB: 64.5°F Indoor design DB: 75.0°F Total gain: 1,9032 Btuh Indoor RH: 50% Estimated airflow: 800 cfm II Manufacturers Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RA1624AJ1NA+RH1T2417STANAA Actual airflow: 800 cfm Sensible capacity: 17000 Btuh 102%of load Latent capacity: 5700 Btuh 235%of load Total capacity: 22700 Btuh 119'/0 of load SHR: 75%� Heating, • • Design Conditions i Outdoor design DB: 8.0°F Heat loss: 22210 Btuh Entering coil DB: 65.5°F Indoor design DB: 70.0°F I Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas boiler Manufacturer: Rinnai Corporation Model: M120S Actual airflow: 800 cfm Output capacity: 112000 Btuh 504%of load Meets all requirements of ACCA Manual S. . , - Wriglhtsoft- 2023-Sep-0716:03:01 '� ,.., .. �. o„ Right-Suite®Universal202323.0.01 RSU25299 Paget ...Ives Neck Road11515 Calves Neck Road ManJSD.rup Calc=MJ8 House Front faces:SW i i Manual S Compliance Report Job: 1515 Calves Neck Road e1�F-?ti1F E Nctt�:;Y Date: September 7,2023 AHU3 By: Home Energy Solutions Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:J.orne-energysolutions.corn Project Information For: 1515 Calves Neck Road, Southold, NY 11971 Cooling Equipment Design Conditions Outdoor design DB: 84.0°F Sensible gain: 16867 Btuh Entering coil DB: 79.7°F Outdoor design WB: 71.2°F Latent gain: 12872 Btuh Entering coil WB: 64.7°F Indoor design DB: 75.0°F Total gain: 1.9739 Btuh Indoor RH: 50% Estimated airflow: 800 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RA1624AJ1NA+RH1T2417STANAA Actual airflow: 800 cfm Sensible capacity: 17000 Btuh 101%of load Latent capacity: 5700 Btuh 198%of load Total capacity: 22700 Btuh 1151/o of load SHR: 750/co I Heating Equipment Design Conditions Outdoor design DB: 8.0°F Heat loss: 22722 Btuh Entering coil DB: 64.7°F Indoor design DB: 70.0°F I Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas boiler Manufacturer: Rinnai Corporation Model: M120S Actual airflow: 800 cfm Output capacity: 112000 Btuh 493%of load Meets all requirements of ACCA Manual S. wrigfitsoft^ 2023-Sep-07 16:03:01 „�+- . ,m., .. Right-Suite®U niversal 2023 23.0.01 RSU25299 Page 3 + ...Ives Neck Road11515 Calves Neck Road ManJSD.rup Calc=MJ8 House Front faces:SW Duct System Summary Job: 1515 Calves Neck Road li,e'\I E ENERGY Date: September 7,2023 AHU 1 By: Home Energy Solutions Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:h Ime-energysolutions.com Project • • For: 1515 Calves Neck Road, Southold, NY 11971 Heating Cooling External static pressure 0.70 in H2O 0.70 in H2O Pressure losses 0.39 in H2O 0.39 in H2O Available static pressure 0.31 in H2O 0.31 in H2O Supply/return available pressure 0.243/0.067 in, H2O 0.243/0.067 in H2O Lowest friction rate 0.066 in/100ft 0.066 in/100ft Actual air flow 1500 cfm 1500 cfm Total effective length (TEL) 468 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (;n) (in) Matl Ln(ft) Ln (ft) Trunk BTHRM 4 h 3097 101 7 0.106 I7.0 Ox 0 VIFx 34.5 195.0 st6 FOYER h 3054 99 42 0.110 7.0 Ox 0 VIFx 35.3 185.0 st5 GREAT ROOM c 2074 73 91 0.105 7.0 Ox 0 VIFx 35.3 195.0 sty GREAT ROOM-A c 2074 73 91 0.113 7.0 Ox 0 VIFx 25.5 190.0 st5 LDRY 2 h 3779 123 31 0.105 8.0 Ox 0 VIFx 26.3 205.0 st6 LIVING KITCHEN c 3111 122 136 0.092 8.0 Ox 0 VIFx 68.0 195.0 st5A LIVING KITCHEN-A c 3111 122 136 0.066 9.0 Ox 0 VIFx 86.7 280.0 st5B LIVING KITCHEN-B c 3111 122 136 0.081 8.0 Ox 0 VIFx 73.0 225.0 st513 LIVING KITCHEN-C c 3111 122 136 0.119 8.0 Ox 0 VIFx 29.0 175.0 st5 LIVING KITCHEN-D c 3111 122 136 0.095 8.0 Ox 0 VIFx 45.0 210.0 st5A MUD ROOM c 1723 74 76 0.085 7.0 Ox 0 VIFx 61.3 225.0 st56 PWDR c 715 25 31 0.092 5.0 Ox 0 VIFx 59.3 205.0 st5A sUNROOM c 2558 81 112 0.116 7.0 Ox 0 VIFx 29.3 180.0 st6 SUNROOM-A c 2558 81 112 0.107 7.0 Ox 0 VIFx 27.5 200.0 st6 SUNROOM-B c 2558 81 112 0.108 7.0 Ox 0 VIFx 34.5 190.0 st6 SUNROOM-C c 2558 81 112 0.106 7.0 Ox 0 1 VIFx 1 39.8 1 190.0 1 st6 +- ti. Wlrightsoft4 2023-Sep-0716:03:01 r ..�•� ,.:�.m.,.., Right-Suite®Universal 2023 23.0.01 RSU25299 Page 1 �+ ...Ives Neck Road\1515 Calves Neck Road ManJSD.rup Ca lc=MJ8 House Front faces:SW I i I Supply TrunDetail . • - Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk st5A Peak AVF 587 653 0.066 653 12.8 8 x 18 ShtMetl sty st5 Peak AVF 954 1014 0.066 7102 15.0 8 x 26 ShtMetl st4 st56 Peak AVF 318 348 0.066 523 10.1 8 x 12 ShtMetl st5A st6 Peak AVF 546 486 0.105 703 10.9 8 x 14 ShtMetl st4 st4 Peak AVF 1500 1500 0.066 750 17.4 8 x 36 ShtMetl Return Branch ,DTable i Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FIR (fpm) (in) (in) Opening (in) Matl Trunk I rb4 Ox0 1500 1500 101.8 0.066 450 11.4 30x 16 ShMt rrs1 TableReturn, Trunk Detail Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt1 Peak AVF 1500 1500 0.066 675 17.4 10 x 32 ShtMetl rrs1 Peak AVF 1500 1500 0.066 900 17.1 10 x 24 ShtMetl rt1 - wrightsoft" 2023-Sep-0716:03:01 ,..� Right-Suite®Universal 2023 23.0.01 RSU25299 Page 2 �+� ...Ives Neck Road11515 calves Neck Road ManJSD.rup Calc=MJ8 House Front faces:SW Duct System Summary Job: 1515 Calves Neck Road H t)NI E ENERGY Date: September 7,2023 AHU2 By: Home Energy Solutions Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 1 1515 Calves Neck Road, Southold, NY 11971 Heating Cooling External static pressure 0.70 in H2O 0.70 in H2O Pressure losses 0.39 in H2O 0.39 in H2O Available static pressure 0.31 i6 H2O 0.31 in H2O Supply/return available pressure 0.238/0.072 in H2O 0.238/0.072 in H2O Lowest friction rate 0.121 in/100ft 0.121 in/100ft Actual air flow 800 cfm 800 cfm Total effective length (TEL) 255 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (Cfm) (cfm) FR (in) (in) Matl Ln(ft) Ln (ft) Trunk MASTER BATH c 3879 205 212 0.147 9.0 Ox 0 V[Fx 17.5 145.0 st3 MASTER BEDROOM 1 h 4496 175 147 0.134 8.0 Ox 0 VIFx 23.3 155.0 st2 MASTER BEDROOM 1-A h 4496 175 147 0.141 8.0 Ox 0 VIFx 23.3 145.0 st2 MASTER CL h 1408 55 32 0.142 5.0 Ox 0 VIFx 12.3 155.0 st3 OFFICE C 2408 95 131 0.121 8.0 Ox0 VIFx 16.1 180.0 st3 OFFICE-A c 2408 95 131 0.137 7.0 Ox 0 VIFx 9.3 165.0 st3 I I SupplyTrunk Detail Table Trunk Htg Clg Design Velod Diam H x W Duct Name Type (cfm) (cfm) FR (fpm)� (in) (in) Material Trunk I st3 Peak AVF 450 506 0.121 645 12.0 0 x 0 ShtMetl st2 Peak AVF 350 294 0.134 792 9.0 0 x 0 ShtMetl Return, Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) ! (in) (in) Opening (in) Mat[ Trunk I rb2 Ox 0 800 800 59.3 0.121 573 16.0 Ox 0 VIFx wrightsoft~ 2023-Sep-07 16:03:01 —.1 e,., Right-Suite@)Universal202323.0.01 RSU25299 Page ...Ives Neck Road11515 Calves Neck Road ManJSD.rup Calc=MJ8 House Front faces:SW -'� Job: 1515 Calves Neck Road -- Duct System Summary Date: September 7,2023 H',r��iE G:VEPtt',Y AHU3 By: Home Energy Solutions Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 1515 Calves Neck Road, Southold, NY 11971 Heating Cooling External static pressure 0.70 in H2O 0.70 in H2O Pressure losses 0.39 in H2O 0.39 in H2O Available static pressure 0.31 in H2O 0.31 in H2O Supply/return available pressure 0.251 /0.059 ih H2O 0.251 /0.059 in H2O Lowest friction rate 0.100 in/100ft 0.100 in/100ft Actual air flow 800 cfm 800 cfm Total effective length (TEL) 310 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Mad Ln (ft) Ln (ft) Trunk BATH 4 C 2323 116 125 0.130 7.0 Ox 0 VIFx 27.5 165.0 st1A BATHROOM 2-A c 2850 104 154 0.151 j 8.0 Ox 0 VIFx 11.3 155.0 st1 BEDROOM 2 h 3257 127 108 0.135 7.0 Ox 0 VIFx 10.5 175.0 st1 BEDROOM 3 c 1873 92 101 0.150 7.0 Ox 0 VIFx 22.0 145.0 st1 BEDROOM 4 h 2936 115 101 0.127 7.0 Ox 0 VIFx 33.0 165.0 st1A BEDROOM 4-A h 2936 115 101 0.100 8.0 Ox 0 VIFx 30.5 220.0 st1A HALLWAY-A h 3344 131 110 0.129 8.0 Ox 0 VIFx 24.1 170.0 st1 • • Trunk Detaili Table I Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st1 Peak AVF 800 800 0.100 748 14.0 0 x 0 ShtMetl st1A Peak AVF 345 327 0.100 633 10.0 0 x 0 ShtMetl st1 TableReturn Branch Detail Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (Cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb3 Ox 0 800 800 59.0 0.100 573 16.0 Ox 0 VIFx t -�- wrightsoft^' 2023-Sep-0716:03:01 Rig hl-Suite®Universal202323.0.01RSU25299 Page 4 ...Ives Neck Road11515 Calves Neck Road ManJSD.rup Calc=MJ8 House Front faces:SW f BASEMENT 1 y. 7fl 12z8 4A 8x8 8" 26z8 14 x8 0 7" 6" i 123 cfin 7" e 5 7" LDRY 2 — ---- 101 etm 7^ BTHRM4 Mechanical Legend Sheet Metal Supply Trunk Sheet Metal Return Trunk Flex Duct Supply Grille/Register Grille/Register Above Wall Grille/Register Job#: 1515 Calves Neck Road Scale: 1 : 136 Performed by Home Energy Solutions for: Home Energy Solutions Pagel 187 E Main St Ri ht-Suite®Universal 2023 S Huntington, 15 Calves Neck Road NY 11743 g Southold,NY 11971 23.0.01 RSU25299 Phone:631-673-0664 2023-Sep-07 15:57:42 home-energysolutions.com gdlamay3@gmail.com ...1515 Calves Neck Road ManJSD.r N 1ST FLOOR m m 136 ctm 136 cfm 136 cfm LIVING KITCHEN m m 91 cfm 112 cfm 136 cfm f 136 cfm 112 cA GREAT ROOM SUNW OM a 76cfm PWDR FOYER 112 cfm + MUD ROOM B 31 cfm 99 cfm m GARAGE 16 x 30 91 cfm 112 cfm Mechanical Legend Sheet Metal Supply Trunk Sheet Metal Return Trunk Flex Duct Supply Grille/Register t,k Grille/Register Above Wall Grille/Register Job#: 1515 Calves Neck Road Scale: 1 : 136 Performed by Home Energy Solutions for: Home Energy Solutions Page 2 187 E Main St Ri ht-Suite®Universal 2023 So 15 Calves Neck Road Huntington,NY 11743 9 Southold,NY 11971 23.0.01 RSU25299 Phone:631-673-0664 2023-Sep-07 15:57:44 home-energysolutions.com gdlamay3@gmail.com ...1515 Calves Neck Road ManJSD.r N 2ND FLOOR 175 cfm 7" 175 cfm BEDROOM 3 115 cfm 7" la. 8" 101 cfm 6" 127 cfm BEDROOM 4 MASTER BEDROOM 1 800 cfm 6" 16" 115 cfm MASTER CL ';bj 16 6 7" 5" 6.. 131 cfm 131 cfm 14" 9" 55 cfm 800 cfm. 7., —i — 154 cfm 6 131 cfm 8, L,FkUi'dhF'.Y 7 ( 125cfm 212 cfm _- MASTER BATH Mechanical Legend Sheet Metal Supply Trunk Sheet Metal Return Trunk Flex Duct Supply Grille/Register Grille/Register Above Wall Grille/Register Job#: 1515 Calves Neck Road Scale: 1 : 136 Performed by Home Energy Solutions for: Home Energy Solutions Page 3 1515 Calves Neck Road 187 E Main St Rig ht-Suite®Universal 2023 Southold,NY 11971 Huntington,NY 11743 23.0.01 RSU25299 Phone:631-673-0664 2023-Sep-07 15:57:44 home-energysolutions.com gdlamay3@gmail.com 1515 Calves Neck Road ManJSD.r AMP � ��^��4U �� A��1��waine�d.U,�z�w��okwvn9� mwumrW �— ��. ~,n /o �..~° �~° . ~~ Phone:Vas>zl4-01uo F1��'y��] ��'|� | Design � Build . September . Re: Rehai Residence ]AN 2 4 J09� �"�* lSl5 Calves Neck Road Southold. NYl1Q7 / T��?�� ]�� To Whom |t May Concern, Following nnyinspection uf1S1G Calves Neck Rood Southold, NY11871' | can confirm that the new insulation in the main dwelling was installed in accordance with NYS Building Code raguinarnonta. if you have any inquiries or need additional information, please don't hesitate to contact our off ice. Sincerely, Anth Portillo, RA, UEE kke 03740 ' ` Page 1of1 •'� yr+ i N:• Y, '+4+} + '•r'.1•:-!At• ' c r *lit ,,`FS •t \, .�:' .-,�`, �a''� •'•-�i:•1 • a it �' ` Y�y�,• .�.1...••S\..e".iT•'•.��r�Il`�•'jy'ti1�.�•'��.•. .•Q•` '.4. `:1 �'vr s rJ., ->, h< t ,�� a r. } % '� ' ,� 4•Y. al4. ♦ "�fi y - •.Q, ,ti:,At �w. (./ rye :, +( th:� •� .�><_ }~ �\� ` �� Y-],. �y',t•.`'r :1`�-:;� S v.,?A,rL i i;. Y � '17 ..�'_� •.�j,' �"•p•'r� F- *w` 1, .� �'�a� 'G ter"��•w,1 v {, 3! �+ih. .3, t� �r�� : � � 1' .`:�,i lR�1 err: ♦' ..y la.i' Wit: ..�1"� �� 'r' _ �P�� r 'n. may` •. 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S jw •��, V� ' _ O � r � � �+(�++� ' �"4�`RJ�� JAN232024 "NMI, GZCz z Ndr t . FOUNDATION (IST) ol FOUNDATION 1 ::-mac ; ' , WIEINSULATION PER N.Y. ROUGH FRAMING& PLUMBING STATE ENERGY . 1 r►"1 fmpez AK MEor", iWA .& - ei-' , �1 TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631) 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT Jn For Office Use Only D E C " V E PERMIT NO. Building Inspector: MAY - 41022 Applications and forms must be filled'out in their entirety. Incomplete- BUILDING DEPT. applications will not be accepted. Where the Applicant is not the owner,an TOWN OF SOUTHOLD Owner's Authorization form(Page 2)shall.be completed. Date:05/03/2022 OWNER(S)OF PROPERTY:. - Name:Ed Rerisi SCTM#1000-63-7-37 Project Address:1515 Calves Neck Southold NY 11971 Phone#:917-922-4140 ---TEmail:rerisi@gmail.com Mailing Address:1515 Calves Neck Southold NY 11971 CONTACT PERSON: Name:Michelle Sarabia AMP Architecture Mailing Address:10200 Main Rd Unit 3A Phone#:631-603-9092 Email:msarabia(@-amr)architect.com DESIGN PROFESSIONAL INFORMATION: j. Name:Anthony- Portillo AMP Architecture Mailing Address:10200 Main Rd Unit 3A Phone#:631-603-9092 Email:aportillo@amparchitect.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ®Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? Dyes RNo Will excess fill be removed from premises? Dyes BNo 1 PROPERTY INFORMATION. - Existing use of property:Single Family Residence intended use of property:Single Family Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes ❑■No IF YES,PROVIDE A COPY. :Check Box-After�Reading:'The owner/contractor/design`professional is responsible for ali'drainage and storm water issues as provided by ;.Chapter 236 of the Town;Code. AP.PLICATIONiS 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 buildfngs, auditions,alterations or for removal or demolition as herein described:The applicant agrees to comply with all applicable laws;ordinances,building toile, ' housing Code and regulations arid.to admit authorized.inspectors on premises and Wbuilding(s)for necessary.inspections.False statements made herein are: punishable as,a Class A misdemeanor,pursuant to section 21OA5 of the New York State Penal taw. Application Submitte7BF ame . MP Architecture NAuthorized Agent ❑Owner Signature of Applica Date: �51 Z� STATE OF NEW YORK) SS: COUNTY of Suffolk ) AMP Architecture being duly,sworn,deposes and says that(s)he is the applicant, (Name of individual signing contract)above named, (S)he is the Agent l0( (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are True to the best of his/her knowledge and belief;and that the work will be performed inr the manner set forth in the application file therewith k* BARBARA H.TANDY Notary Public,State Of New York Sworn before rime this No. 01TA6086001 '7 Qualified In Suffolk County 3 day of /"' 20 OZa^ Commission Expires 01/13/20 Notary Public PROPERTY-OWNER AUTHORIZATION (Where the applicant is not the owner) I, Z ( Vfieb �• /_S� j residing at 1515 Calves Neck Rd do hereby authorize AMP ARCHITECTURE to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date ,e�70A_-i912o A T&-}2/5-/ Print Owner's Name 2 o� o TOWN OF SOUTHOLD—BUILDING DEPARTMENT Gyx Town Hall-Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959 oy�0 as Telephone..(631)765-1802 Fax(631) 765-9502 hgps://www.southoldtownny.gov sw Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only D v E i I PERMIT NO. Building Inspector: JAN 1 2022 DEPT Applications and forms must be filled out in their entirety. Incomplete BUILDING G UTHO Y p TOWN-OF SOUTHOLD applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date:1/11/22 OWNER(S)OF PROPERTY: Name:Ed Rerisi SCTM#1000- Project Address:1515 Calves Neck Road, Southold NY 11971 Phone#:917-922-4140 Email:rerisi mail.com Mailing Address:1515 Calves Neck_ Road, Southold,�,NY 11971 CONTACT PERSON: I Name:Jessica Magee (AMP Architecture) Mailing Address:1075 Franklinville Road, Laurel, NY 11948 Phone#:516-214-0160 Email: ._jMqgpe@qmp architect.com DESIGN PROFESSIONAL INFORMATION: Name:Anthony Portillo Mailing Address:1075 Franklinville Road, Laurel, NY 11948 Phone#:516-214-0160 Email:aportillo@amparchitect.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: 'DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ®Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ 1—will the lot be re-graded? ®Yes END Will excess fill be removed from premises? ®Yes ENO 1 PROP,ERTY INFORMATION=" I Existing use of property:Single Family Residence Intended use of property:Single Family Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? EJYes 0 No IF YES,PROVIDE A COPY. WCheck.Box'Af$er Reading .The owner/vcontractor/desigri:professional is respona�ble for all drainage;and stoimiwater issues as provided by' '. ' f germitp t totheBuidzoGhapter`286oftheTown Code,APPLICATION ISHEREBYMADEto the, Deparment for'the ssuance o an l ne` Ordinance,.of the Town of,Southold,Suffolk,County,'New.York and;other applicable laws,Ordinance§or:Regulations;for the;con§trod ion of buildings; a8ditions;alterations or,for removal or dIL emolition:as herein descr_bed.The applicant agrees to comply w�fh all.applicatile laws;ordinances,building code; , ,housing code and.regulations and,to admit authorized inspectors on premises abdIn buildings)for necessary-inspections:False"statements made herein are—,; punishable.as a:Class A misdemeanor.pursuant.to Section 230AS o£the 4ewlorkttateRena1 Caw: Application Submitted By(pri AMP Architecture WAuthorized.Agent ❑Owner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY of Suffolk ) AMP Architecture being duly sworn,deposes and says that.(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Agent (Contractor,Agent, Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file there )th. GX ARBARA H. TANDY Sworn before me this Notary Public, State Of New York No. 01 TA6086001 f da of �l�'NGiQJ`hr , Qualified In Suffolk County Y � 20� Commission Expires 01/13/20o?3 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) residing at 1515 Calves Neck Rd do hereby authorize AMP ARCHITECTURE to apply on my behalf to the Town of Southold Building Department for approval as described herein. A Z60 ,/OX/, Owner's sfgnaeure Date �OA/AZo A Print Owner's Name 2 yY. -q "iY �; + „� �•�1 �/p" i''' r•°•1 v C •tp a•� /.•'1F •.1 �y e� ;a BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK a , PERMIT NO.10128 DATE: APRIL 13,2022 ISSUED TO: EDWARD&MEREDITH RERISI , _ a PROPERTY ADDRESS: 1515 CALVES NECK ROAD SOUTHOLD SCTM#: 1000-63-7-37 AUTHORIZATION d• Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on April 13,2M and in consideration of application fee in the sum of$250.00 paid by Edward & Meredith Rerisi and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the following. n Wetland Permit for the existing 1,730sq.ft.dwelling and to construct additions and alterations r (project meets Town Code definition of demolition)consisting of a proposed 416.9sq.ft. (22 x19.3 )second story addition; a proposed 112sq.ft.(11.2'x10')second story addition; a proposed 391.1sq.ft. (18'x20.21)two story addition;a proposed 117.5sq.ft. (16.1'x7.3')two story L addition;and a proposed 159sq:ft. (11.2'x14.2')two story addition for a total of 2,370.4sq.ft.for y • - the proposed dwelling; a proposed 50sq.ft.(101x5')covered porch; a proposed 80.5sq.ft. y (16.11x5')covered porch; a proposed 512s .ft. 161x28.5') Pool• a proposed 228s •ft.(8'x28.5') �r _ and V (600.5)coping; proposed 260 linear feet of 4'high pool enclosure fencing;proposed ' 18sq.ft.(3'x6') pool equipment with screening; a proposed 51sq.ft. (31x17')rear stoop; a . proposed 20.7sq.ft.(31x6.91)side stoop; a proposed 16sq.ft.(4'x4')outdoor shower; a proposed I/A septic system;and to install five(5)drywells; and as depicted on the site plan prepared by Anthony M.Portillb;RA,dated March 18,2022,and stamped approved on April 13,2022. i' IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed,and these presents to be subscribed by a majority of the said Board as of the 13th day of April,2022. ` t• j a Glenn Goldsmith,President *®f SO Town Hall Annex A. Nicholas Krupski,Vice President ® ®�® 54375 Route 25 P.O. Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly G Telephone(631) 765-1892 Elizabeth Peeples �® VVE) V5154E C®UNTY,`� D BOARD OF TOWN TRUSTEES DEC 1 9 2023 TOWN OF SOUTHOLD Building Depaytment Town mi Southold CERTIFICATE OF COMPLIANCE 2099C -AMENDED _ Date: October 31, 2023 THIS CERTIFIES that the existing 1 730sq ft dwelling and to construct additions and alterations (project meets Town Code definition of demolition)consisting of a proposed 416 9sq ft (22'xl9.3') second story addition; a proposed 112sq ft (11 2'x10') second story addition; a proposed 391.1sg.ft. (18'x20 two story addition; a proposed 117 5sq ft (16 1'x7 3')two story addition, and a proposed 159sq ft (11 2'x14 2')two story addition for a total of 2 370 4sq ft for the proposed'dwelling• a proposed 50sq ft (10'x5') covered porch; a proposed 80 5sq ft (16 1'x5')'covered porch; construct a 20x3O' in- ground pool; construct a proposed 724sq ft (-29 4'x39')'poo1patio/coping proposed 260 linear feet of 4' high pool enclosure fencing; proposed 18sq ft (3'x6')pool equipment and generator with screening; construct a proposed 191sq ft (22 6"x8 6') patio• a proposed 20 3' loner V thick and ranging from 2.6' to 6' in height retaining wall; proposed stair: 12-6"rise 10 P tread with 4' landing entry walkway from driveway to second front entrance to be 343sq ft (3 5'x7')• 14 2'x3' and 3 3'x5.8' stepping stones; 8- Px5' stones 2-1'x8' stones 1-1'xl1' stone 2-3'x5-stone and 1-5'x6' stone steps and landings in rear yard; and walkway from steps and landing that lead to dock and shower area: flat work of 160sg.ft.a proposed 51sq ft (3'x1T)rear stoop; a proposed 20 7sq ft (3'x6.9') side stoop; a proposed 16sg.ft. (4'x4')outdoor shower; a proposed I/A septic system; and to install five(5)drywells; At 1515 Calves Neck Road, Southold; i Suffolk County Tax Map#1000-63-7-37 Conforms to the application for a Trustees Permit heretofore filed in this office Dated November 15,2021 pursuant to which Trustees Wetland Permit 910128 Dated April 13, 2022 was issued and Amended on March 15, 2023 and conforms to all the requirements and conditions of the applicable provisions of law. —The project for which this certificate is being issued is for the existing 1 730sq.ft. dwellingand nd to construct additions and alterations(project meets Town Code definition of demolition)consisting of a proposed 416 9sq ft (22'x19 3') second story addition,• a proposed 112sq.ft. (11.2'xl0')second story addition-, a proposed 391 1sq ft (18'x20 2')two story addition: a proposed 117.5sq.ft. (16.1'x7.3')two story addition; and a proposed 159sq ft (11 2'x14 2')two story addition for a total of 2 370.4sg.ft. for the proposed dwelling; a proposed 50sq_ft (10'x5')covered porch; a proposed 80 5sq ft (16.1'x5')covered porch,• construct a 20x3O' in-ground pool; construct a proposed 724sq_ft (-29.4'x39')pool patio/coping; proposed 260 linear feet of 4' high pool enclosure fencing,• proposed 18sq ft (3'x6')pool equipment and generator with screening; construct a proposed 191sq ft (22 6"x8 6')patio• a proposed 20.3' long P thick and ranging from 2 6' to 6' in height retaining_wall; proposed stair: 12-6"rise 10 1 tread with 4' landing entry walkway from driveway to second front entrance to be 343sq ft (33.5'x7')• 14 2'x3' and 3 3'x5 8' stepping stones• 8-1'x5' stones 2-1 x8 stones '1-1 xl 1 stone 2-3 x5- stone and 1-5 x6 stone steps and landings in rear yard• and walkway from stems and landing that lead to dock and shower area: flat work of 160sq ft a proposed 51sq ft (3'xl7')rear stoop• a proposed 20 7sa ft. (3'x6.9') side stoop; a proposed 16sq ft (4'x4')outdoor shower• a proposed I/A septic system• and to install five(5)drywells The certificate is issued to Edward&Meredith Rerisi owner of the aforesaid property. Authorized Signature i I I I -S0 no�dsmith,Pr d ito flown Hall Annex A.Nicholas KrupskiVice 'dent �® �� 54375 Route 25 Eri4SeVlki P.O.Box 1179 Liz Gillooly Southold,New York 11971 s � ® �O Telephone(631) 765-1892 Elizabeth> Itiv � !,� Fax(631)765-6641 CO -�tjudTl S?y U01 1 � i BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE �2099C Date: October 31.2023 THIS CERTIFIES that the existing 1 73Ng ft dwelling and to construct additions and alterations (project meets Town Code definition of demolition)consisting of a proposed 416 9sq ft (22'xl9 3') second story addition: a proposed 112sa ft (11 2'x10'):second story addition aproposed 391 lsq ft (18'x20.2')two story addition,• a proposed 117 5sq.ft. (16 Fx7 3')two story addition and a posed 159sg.ft.(11.Tx14 2' two story addition for a total of 2 370 4sq ft for the proposed dwelling,a proposed 50sg.ft.(10'x5')covered porch,• a proposed 80 5sq.ft.(16 1'x5' covered porch- construct a 2000' in ground pool,• construct a proposed 724sq ft —29 4'x39')pool patio/coping;proposed 260 linear feet of 4' huh pool enclosure fencing;proposed 18sq�3'xfl oop l equipment with screening construct a proposed l 91sa ft (22 6"x8 6')patio,• a proposed 20 3'Tong V thick and ranging from 2 6'to 6' in height retaining wall proposed stain 12-6"rise 10 V.tread with 4'landin • entry walkway from drivewav_to second front entrance to be 343sq ft (33 5'x7')• 14 2'x3"and 3 3'x5 8' stepping stones 8 Px5' stones 2-1'x8' stones 1-1'xl 1' stone .2-3'x5-stone and 1-5'x6' stone steps and landings in rear yard,and wallcway from steps and landing that lead to dock and shower area: flat work of 160sa ft a proposed 51sg.ft.(3'xlT)rear stoop;a prgposed 20 7sq ft (3'x6 9')side stood, a proposed 16sq_ft (4'x4')outdoor shower,• a proposed I/A septic system;and to install five(5)d_rywells At 1515 Calves Neck Road, Southold, Suffolk County Tax Map##1000-63-7-37 Conforms to the application for a Trustees Permit heretofore filed in this office Dated November 15,2021 pursuant to which Trustees Wetland Permit#10128 Dated April 13,2022 was issued and Amended on March 15,2023 and conforms to all the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the.existing lg_730sq ft dwelling and to construct additions and alterations(project meets Town Code definition of demolition)consisting of a proposed 416.9sa ft (22'x19 3')second story addition; a proposed 112sq ft (11 2'x10')second story addition a proposed 391.1s -ft. 18'x20.2' two sto1y addition, a ro osed 117.5s .ft. 16.1'x7.3' two stogy addition•.and a ra osed 159s .ft. 11.2'xl4.2' two story addition for a total of 2 370.4s .ft.for the ro osed dwelling;a proposed 50sq ft (10'x5')coveredporch-, a proposed 80 5sq ft (16 1'x5')covered porch,construct a 2000' in-ground pool,•construct a proposed 724sq ft ( 29 4'x39')poolpatio/coping;, proposed 260 linear feet of 4' high pool enclosure fencing_proposed 18sq ft (3'x6')pool equipment with screening,construct a proposed 191s .ft. 22.6"x8.6' Ratio;a prgposed 20.3' long, P thick and ranging from 2.6' to 6' in height retaining wall; proposed stair: 12-6"rise 10, 1'tread with 4' landin entry walkway from driveway to second front entrance to be 343sq.ft.(33 5'x7')• 14 Tx3' and 3 3'x5 8' steming stones,• 8-1'x5' stones 2-1'x8'stones 1-1'xl P stone 2-3'x5-stone%and,l-5'x6' stone steps and landings in rear yard:and walkway from steps and landing that lead to dock and shower area flat work of 160sa.ft.a proposed 51sn.ft (3'xl7')rear stoop;aproposed 20 7sa ft (3'x6 9')side stoop,a proposed 16s A.(4'x4')outdoor shower• a proposed I/A septic system;and to install five(5)drywells The certificate is issued to Edward&Meredith Rerisi owner-of the aforesaid property. 4AGAize9lS'nFaFuzF;X— 2p23 eat GeV-<h Na `'®� 1O NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permit's,Region 1 SUNY:Fx Stony Brook,50 Circle Road,Stony Brook,NY 11790, P:{631)444-03651 F.(631)444.03&0' vvwmde,.ny.()ov LETTER OF NO JURISDICTION _TIDAL WETLANDS ACT March 4, 2022 Edward Rerisi 17 West 67t"'St., #1 OF New York; NY'10023 Re: Application #1-4738-03436/00005 Rerisi Property: 1515 Calves Neck Road SCTM# 1000-63-7-37 Dear Edward Rerisi: I Based on the information you submitted, the Department of.Environmental Conservation has determined that the portion of the property located landward of the contour labeled "TOP OF SLOPE", which exceeds ten feet above mean sea level in elevation, as sourced from the survey prepared by Barrett, Bonacci &Van'Weele, last revised 1/18/2022 and as shown on the site plan prepared by AMP Architecture, dated 1/2612022, is beyond the jurisdiction of the Article 25 Tidal Wetlands Act. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661), no permit is required to conduct regulated activities landward of that contour. Be advised; no construction, sedimentation,.or disturbance_of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, Without a permit. It is your responsibility to ensure-that all precautions are taken to prevent:any sedimentation or disturbance within Article 25 jurisdiction which may result from your project. Such precautions may include maintaining adequate work;area.between the jurisdictional boundary and your project (i.e. a 15'wide construction area) or erecting a temporary fence, barrier, or hay bale.berm. This letter shall.remain valid unless site conditions change. Please note that this letter does not relieve you of the.responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sincerely, Kevin Kispert Permit Administrator cc: AMP Architecture BMHP File NEwYoet< 2evartmentof SIA1f Ut. UPPORItfry:.'f Environmental Conservation ��pvOsuFFU(/-COGy� BUILDING DEPARTMENT-Electrical Inspector CO -� TOWN OF SOUTHOLD `a Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 o � � Telephone 631)765-1802 Temporary Certificate # Date 2- 2022 Customer Name e-r 1 51 Electrician Name(4, ,V c� Address 0 Phone , 2 �, L I e-mail e-mail d OS sq. Vvj I . CovtA Phone License# v Q 3 Size o�W A Phase Overhead Underground V #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service Y N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of-Southold.On the epplicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is0 s fro the da Qve. Authorized by ; .. ........... BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD '> Town Hall Annex-54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX(631)765-9502 rogerrCa�southoldtownnYgov seand0southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: I Company Name: Custom Liqhtinq of Suffolk Inc Electrician's Name: Benjamin Doroski License No.: 38893-ME Elec. email: CLOS5170(ftmail.com Elec. Phone No: 631-298-4588 0 I request;an email copy of Certificate of Compliance Elec.Address.:70 Box 1698 Mattituck NY 11952 JOB SITE INFORMATION (All Information Required)] NameEcivinm A ?ex ILI i Address: I Cross Street: Phone No.: BIdg.Permit#: email: Tax Map District: 1000 Section: Block: Lot: BRIE .PE-S-CRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Dk- V-IOU-Zz� UO 1 V1Q-4D 11 1'+Yl y �l'ect-�r(G g p � � ��-- S care Footage: t4pp Circle All That Apply: Is job ready for inspection?: ❑ YES©NO Rough In ❑ Final Do you need a Temp Certificate?: � YES 0 NO Issued On l z1 l 1 zz Temp Information: (All information required) Service Size�1 Ph❑3 Ph Size: A #Meters 1 Old Meter# []New Service[]Fire Reconnect[]Flood Reconnect❑Service Reconnect9jUnderground❑Overhead #Underground Laterals M1 2 H Frame Pole Work done on Service? R1Y FIN Additional Information: f I -Tm� PAYMENT DUE WITH APPLICATION 2.G > b F--vk 4-1cl (0 OSUFFpt'�c BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD c, Town Hall Annex- 54375 Main Road - PO Box 1179 co 'So6thold, New York 11971-09.59 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr southoldtownny.gov — sea nd(o-southoldtownny.g ov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 1� Company Name: Electrician's,Name: License No.: Elec. .bniail: Elec. Phone No: ❑I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORM ON (All Information Required) Name: Address: Lid Cross Street: Phone No.: Bldg.Permit#: L f email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): i Square Footage' Circle All That Apply: Is job ready for inspection?: YES NO Rough In Final Do you need a Temp Certificate?: YES R NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service0 Fire Reconnect[:]Flood ReconnectOService ReconnectQUnderground DOverhead # Underground Laterals r-- 1 2 17 H Frame r-1 Pole Work done on Service? - r�Y N Additional Information: XL PAYMENT DUE'WITH APPLICATION /7, f -2 2 sec -'/aa/I � PERMIT # Address: Switches a� r Outlets G FI's: :1� 13 Ab� Surface Sconces I 2 H H s �� • UC its 12 ' Iv �12 15. Lc I Fans C Fridge HW 11 /� Exhaust ), xhaust ;` M Oven WAD J Smokes. ' Z DW f Mini P Ytd"-- 11 Micro Generator Carbon Combo " Cooktop Transfer AC I AH j �� Hood Service AAmpss, HHaav/e�r� Used Special:., Special:, Comments ,+1 ,04 lee,` n i OF SO!/jyol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 • Q Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD STOP WORK ORDER TO: Edward Rerisi 17 W. 671h St. Apt. 10DEF New York, New York 10023 YOU ARE HEREBY NOTIFIED TO SUSPEND ALL WORK AT: 1515 Calves Neck Road, Southold, New York TAX MAP NUMBER: 1000-63-7-37 Pursuant to Section §144-8 of the Town of Southold Code, you are hereby notified to immediately suspend all work until this order has been rescinded. BASIS OF STOP WORK ORDER: A foundation location survey must be submitted and approved before any framing. CONDITIONS UNDER WHICH WORK MAY BE RESUMED: When the foundation location survey has been submitted and approved. FAILURE TO REMEDY THE CONDITIONS AFORESAID AND TO COMPLY WITH THE APPLICABLE PROVISIONS OF LAW MAY CONSTITUTE AN OFFENSE PUNISHABLE BY FINE, IMPRISONMENT OR BOTH. DATE: December 14, 2022 J hn J a i S nio Bu' in Inspector IT SHALL BE UNLAWFUL TO REMOVE T IS OT HOUT WRITTEN CONSENT OF THE ISSUING AGENCY. FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: February 11, 2022 TO: AMP Architecture (Rerisi) 1075 Franklinville Road Laurel,NY 11948 Please take notice that your application dated January11, 2022: For permit to: demolish(as per Town Code definition) and reconstruct a single-family dwelling at: Location of property: 1515 Calves Neck Road, Southold,NY County Tax Map No. 1000 - Section 63 Block 7 Lot 37 Is returned herewith and disapproved on the following grounds: The proposed construction, on this nonconforming 26,954 sq. ft. lot in the R-40 District, is not permitted pursuant to Article XXIII Section'280-124, which states lots measuring 20,000-39,999 square feet in total size require a minimum side yard setback of 15 feet. The proposed construction will have a minimum side yard setback of 13.8 feet. (I Authorized Sig Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file, Z.B.A. A M P Architecture Address:10200 Main Road,Unit 3A,PO'Box 152,Mattituck NY 11952 Phone:(631)603-9092 Design + Build I- December 7, 2022 Ul � r Re: Rerisi Residence 1515 Calves Neck Rd Southold NY To Whom It May Concern, Enclosed please find the PAA plans for the Rerisi residence. The owners have a framing inspection on 12/13 and these are the most up to date plans. If you could make sure the inspector has a copy of these plans that would be greatly appreciated. Please contact our office if you have any questions. Thank you, Jess Magee \ 4 DEC 0 7 2022 1 BUILDiNC,DEFT TOMOFSOUTHOLD Page 1 of 1 Mejia. Evelin From: Mejia, Evelin Sent: Wednesday, September 20, 2023 3:35 PM To: 'msarabia@amparchitect.com' Subject: BP#47962 Open items Attachments: ####47962etix_20230920153005.pdf;####47962tix_20230920152939.pdf Good afternoon, The following are open items needed in order to close out Permit#47962 for the property located at, 1515 Calves Neck Rd,Southold NY: 1. BOH Final Survey 2. Electric Certificate 3. Placard VF 4. Architect must Certify Insulation meets NYS Code J 5. Trustee Certificate of Compliance 7. Photos of trellis over outdoor shower i Attached are the Final Inspection Tickets on file. I Thank you Evelin Mejia Town Of Southold Building Department Annex Building 54375 Main Road Southold, NY 11971 (631)765-1802 i I i 4 PROJECT/ ZONING DATA SITE PLAN HATCH KEY: Yee_ F1 E] V D FLOATN6 DOCK 6 W w -w ® PROPOSED BUILDING ADDITION TAX MAP a 1000-65-1-51 _7p W ® PROPOSED VERTICAL ENLARGEMENT MAR 2 2022 wN ZONING DISTRICT R-40 NG ` P �0� _ G o 1 LOT AREA Ob AGRE5 ` PO a �� a p C VED Southold Town i °¢o W a Cofo-ONE FAMILY DWELLING NO.Z12081 NOV.25,1983 Bt�ARD OF t�USTEE$ W� z Board.of Trustees. w a GofO-ADDITION No.Z-15221 JAN.21, 1981 TOWN OF SOUTHOLD "�w�w� Gofo -DECK ADDITION No.Z-15222 JAN.21, 1981 DATE h •`+7f�P E c?�aoaa QQ,. f max!}o FEMA FLOOD ZONE X d VE(EL 8) AfµLt j 3,ZoZ2- ° WETLANDS DISTRICT PENDING tTE . 'OUT NOTESr .j' f., T,hl 15 AN,�FtGH1T_EG 5'.SITE PLAN d IS I ¢ 3 a DEC DISTRICT N.J. � V I S W o Q Z W 2 C C w ION BY A LICENSED nST�q o¢_a a SURVEYOR. THE INFORMATION SUFFOLK COUNTY HD APPROVAL PENDING 4 BEDRM. REPRESENTED�ON T111 SITE PLAN 15 TO THE - ------- I1G�iT�-EES�IIF KNOWLEDGE. 11 -o-_� _-- ------------ "_ 2.SURVEY INFORMATION WAS OBTAINED s3F�yU -` ^- '- 4' HABITABLE SPACE EXISTING PROPOSED FROM A SURVEY DATED SEPTEMBER 17, WAr 5 `-------- _ ___- _-____ 2021 AND PREPARED BY. u� BASEMENT AREA O S.F. O S.F. gARRE17 BONAGGI d VAN WEELE PG 11 NIo 5A COMMERCE DRIVE � �- -_;W4TE7;�FIRST FLOOR AREA I,294 S.F. IA42.1 S.F. HAUPPAUGE,NY 11188 ��__-_ A�, TELEPHONE. (631)455 IIII - _ SECOND FLOOR AREA 188 S.F. 1,844.0 S.F. ' __ __- --- - =- TOTAL BEDROOM COUNT 3 4 NOTE, la;� - re� b�_ .'IO 1. FLOOD MAP DATA: r - �`�� - ~+yr' MAP#. 56105G0166H p� ----. -- ------- `� r MAP DATE, O9/25/2009 I�f---:� � ------ - ,' I ,LOT COVERAGE FLOOD ZONES. X d VE(EL 8) �>? 2.51TE PROTEGTION/51LT FENCING TO BE �LOT DESCRIPTION(FOOTPRINT) AREA INSTALLED AS REQUIRED BY THE TOWN OF ." _ �t< r j-F COVERAGE 50UTHOLD. - PROP{ q \ �� 1 I DW/ o a e TOTAL LOT AREA 26,9S.F.54.0 S. 3,SURFACE WATERS OR WETLANDS ARE _ e n 4g r LOCATED WITHIN 500'OF THE PROPERTY. I -U ' EXI5TING FRAME DWELLING I,102 5 5 F, 6.5% " (W/REDUCED FOOTPRINT) 4.ELEVATIONS REFERENCE NAVD 1988 EXISTING DECK 615.0 S.F. 2.3% ' ( > '�- M�' a " 74 EXISTING PLANTER _ 19.0.5.F: 0.5% EXISTING FRAME WALK(ON LOT) 114.6 S.F. 0.6% Q 2W- - -= PROP05W COVERED STOOP 50.0 S.F. 0.2% S I t 3 STORY tRA1�E•F�b t �� ° ' Ise' a 6ARA5_ PROPOSED COVERED PORCH 80,5 5.F1 _ 0.396 -"""L 1 r� �� J (FBEDROO S) ,,4. -._1 1IBG. .aJ �r eA 6Ali F1.=17b' n PROP05ED ADDITION 614.0 S.F:, 2.5% 74p �/ ^ g PROPOSED POOL 512.0 S,F: 1.9% aNEN SAS WTM PROPOSED REAR C SIDE 5TOOP5 11.1 S.F. 05% PROPOSED OUT SHOWER 16.0 S.F. 0.196 , ttiA' FAST.Soma snYsi2T' fa TOTAL AREA OF ALL 5TRUGTURES 3913.E S.F. 14.1% TO Reravmm n Arno{ Fd • WD+e STANDARDS GATE AHI00 I/A oH15 Q \. **MAXIMUM LOT COVERAGE ALLOWED-20% I j nlr:eox rt�, -16 G REQUIRED SETBACKS -_MAIN BUILD_ING T __ -- � +'% P � "_ \ a a � teH 17 - \ DWELLINFi w/ Z `S e l PUBLIC WATER �0 , )1t� \ PLBLIG WATER (n O � e-1 REQUIRED EXIST. PROPOSED COMPLIES n ' �nu �, r n'� P .36 + '1 Cps,'I �" � o W � W � FRONT YARD 40.0' 19.3' b8.9' YE5 fro g wo YI -f-rt�°o ' •_� X. 0 > O rl0 PROP.4'He POOL e• Q Q = SIDE YARD 15.01 13.51 15.0' YES ...a tI;+k {,H. i y r�oo o O 11 y I DW iF,rrrwa� D g �DW i LL f!) BOTH SIDE YARDS 55.0' 49.5' 41.1' YES 3� `_- ae°'(Liltr�x _ 3 1 V) T REAR YARD YES rOU�" I � `�G HATM i P o Y_ �++* FOU e VALVE a c I \\ NET OE7°H 1DAO' CALVES NECK ROAD 03740� PfZOP05ED 51 TE PLAN Q Win �T • SCALE: 1" = 50'-0" a I/A IXYr9 IN9TP-ATON 9TAtAARD9 y � y �a • �✓/ trt• �Cr� >1 e�"• >a/q J 1NOTE,.FL THE FOLLOWING LOTS WITHIN I50'OP PROPER a I,The hatallm met M1.Id a eurcmt Ligvd Watee Lkeree pvreumt to I.In.tall 1/A Owt9 tanks mamdng W ma-laettrerb ? ":• �°• y+F e�/" , - I.FLOOD MAP DATA, UTILIZE FVBLIC WATER AS PER SCWA, Q Sufrolk Laxity Code Chapter tics,ArBele VII(XI.Indw4y re nmtlona while cmtomnbg with these etadaM.All ti'1 'T av ` 1 r `/ `? .'. •y, 4i"' 411`_ t'U is ,tom, MAP tl,36109GOIb6N t= espheswa)tFrough W c cIk c"Department of Laeon appllul,le r.commarxbtbre prwlme by Uw martilatver Nnll w 4 4>" y'V `r i 9/ Y r MAP DATE,09/25 Oc 9 SOTM tl1000-06-7-26 U1 N u our e. NtaH,pxmamemeafrolk*sooty ease xplemmtea. .�-- +�f+' \' 44r� + ♦ •Fp e `,9 FLOOD ZONE,%1 VE(EL.B) 5C'rNf sl000-65 -56 g1565-Td The Dep�tment of Ldom,Limrohg,ood G.,eixner NIaH -9.. \.y-e1 '�0t�- .w�1✓ �.r�"tre •• .• BOTH s1000-69-7-96 J WaI-a Ihit or Ileenxd VA OWi5 MohWprce Prwlder>. 2.To I/A OM9 took eholl be a 11od at level m oil d-tio,e �p 1� / _ ,¢ Z.\,' •, N'x ey^`,/• r 2.51TE PROTEOTIOWSILT FENDING TO BE 5GTM 1100069-7-98 (woo a maxtnm telmarne h ooy dtre15 of•/one quarter incur m TiT•- - / {pl� -° .�, .t�Ii,. e• INSTALLED AS REQUIRED BY THE TOVAI OF SGrM Fl000-70-4-5q.1 Q W 1.All VA OM5 t w regbler d IN the DepaWmen!h htnurn}N�h Nbk ova or properly leveled and comported said ` •�,•, (•. �° '" "Ip e a,° 7; -All WN NSlcle 19 of tho 5ultolk Canty Smitary Lam tree From reeks)ce pea gavel, ` /1 4 1� t1^ -,Y< Au!)may i SOUTHOLD. SGTM a1000-70-4-49 Z for M tho Deparhront gadtg eertilkatbn of eompletoa A _f S.SURFACE WArER9 ARE LOCATED hiTHIN O trvetbn m•oe built'I. 5.VA of 5 Tanta Null w and wrch a s b a21.t.A ` \ �� y ri I y J Z P dhtribWbn box/maW,ole oo m mutbn IeaeMrg sWCGe may be ll�� 9y ` �/pir y' e l 50°'OF THE PROPERTY. J J 9.M ozewtod Operation and F'Nn[ev4e COMrmt wWem the Qequhed Tor all vyatema with rroItple lemhhg>tnntve>vole»m Yp* y Mahtoronee Pravkbr and Props ty t w>,%nitted W the IterrotNe deekJn h approves by the Department. "�L� j �I'- ,s� "' 4.ELEVATIONS REFERENCE NAVO Mee, Cyr O Deportment prior to approval orrtFe vA OW15 regrotnotbn N the 't�(4k0 3 "f•�I g`.`. '�°°'•. °� Depookmerd h aceoodooee MN Ntiele I9 or the Sufrolk awety 4.The top d the I/A OWTS tank*hall rot w located Beater lhm - e y`n #c.♦ O O O Sanit J Code. 2s Teat w Ima Nan one root keel.IMI Bode. �' •:.a ` '/• ~": r d �0: tU i. •E,: rZ, 4.All Wotalled I/A OYRS ooe ro,red to have oo hltbl 9.N a mhhu-all s I moololee NcI1 hove 20-hch covered V Y } FLOATING DOCK a m q 9wp aW h9 'R �,/} . SITE LAYOUT F1OTE5, ty and operallon/mahterlmce sells*emtraet.Alter W > aoppee Inge W gram located over the Inlet and whet. �, v �• - 1. THIS 15 AN ARCHITECTS SITE PLAN 1 15 O hltlal'9yem operalbn sad mohkem-e*ervbe_.c.,)m Covero•hall w!u 2o-mch diameter watertgt and ♦ `..�«1Ar '{• r-I1B,IEGT TO VERIFICATION BY A LICENSED 0 entree,pprroperty are a:petted W mahtaln m operation weetyroar lac �cm!Mon coven oo 9=11lmtb cover•at -'R. 'L:�f {yy. SURVEYOR THE INFORMATION and nnhtercmce trmt h accordace wiN Mtk.le 14 0l the ftnl Bode.NI Nall w mNgrod le-.old-wIN•OctkT � �• � (••, ��( •� - SWralk TAM Beni �°•�^"'-`°"""' REPRESENTED ON THIS SITE PLAN 19 TO THE 2 ty Wy Code. }III a/Nro stoodard. � M �{T t'�k� �,'-er -�i �1 T#'' is 133 AROHITEcr9 BEST OF KNONIEPSE. Q s,Who VA OWTS requhee a vooL the,uNt eholl w vents*to the 6.tMn eamplhg mmiholes are appr v e to w Mtalbd h a \y �.A�,' k1 'g �► SUBJECT rota of N to-e beNg ee.vent py hall extend a driveway m parking urea,Ne manhole eh.11 w msgnee to r. ' ' hlmm of 6 who•cd,ve the roar IYn W Lw!op of tb vend trot/ic beahg to meet the rogvhemenU of AASMo N-]O or R'� ,�L ' ''. ( '^'i 1, '� PROPERTY 2.SURVEY INFORMATION WAS OBTAINED FOM A SURVEY DATED SE ® 1 1, eholl hw b f III CjZ O(D 2021 AND PREPARED BY, tt'I rI el�ped portion of Ne rod.In*ease where b Is rot praetical to t Ne system to!ho reekamca roar.a ver3 pipe mty w Ppad to 7.The-let-1 elevalbn*holl w a MNrvn oI O.I root wbw h,r v�� }�.� �� V �• '�• � ~Total y Y�4 Ne ederior et the resWe-and to .a minimum or ID Inches the Wet invert ebvatlon. '+, .`r �`� ,g� v°-�'.,�; BARRETT BONACCI 1 VAN WEELE, PC Z>R awve gram o+c of Ie..I I too!from property Ihee.Thep*vane �x !# �""" I75A COMMERCE DRIVE z vq ppee still w lecated a eo l of 9 foot from my widow m 8.5enpltg ma Iq 0.11 hove m W,do ol-tor of 2 teat oo m HAUPPAUGE,NY Ilea J N doorway mre mrot terrrorRe wIN a earbm filter mvbo.M vent Wkte 0000 of 2 toot by a foot. G TELEPHONE,(651)455 IIII 1i•Lu(� ppea was hove a mWm,m eim,emr at 2 Whoe. LOCATION MAP R�FKti W)= 9.Thor*Nall w a mWYratn rotenlbn N wI..the outlet W A 6.Installation cud Iroo of Ne I/A OWTS-rot conform W the elwatbn d alx Inchon. oe�Grontb approved I/A OWr9 qu a dmvment prepares h SCALE TUTS r1 g O 1mrd 'd the•tmdard>tar'Apy end Ma t Sgotct or -All•ewer P4,e perotratbro h tho sanpiing manhole*Fall w ® �L, 'I v+ n� waYve and Nterna-d,I,t YVaalewater rrpatmant Sptema� t otertkflt T.99' S?g L I1Iv-/, 11J/I MIwnA1 DESISH e n e..FwTS, PROJECT/ZONING DATA r 555.9`'SO>=- e I.I/A.W tank° poll w conatn,ctrA o1 precmt cowrote, LONlROL PAI,RLS, TAX MAP b 1000-63-T-37 \ ?4,69, bibs loan,polyeNylenepo opylero,Nerm Imtbs,or oNer I.The cmtral I wx mrot w Iacea oWode en a wltoble teNale h acc.remce wi D etmearda ar+d IONYC.RR pemetal rear N.etrvcturo tho!It**Tree.NfamntNely,tho porol ZONING DISTRICT R-40 NC, 1 I �' epaNnnG P '` s MAY, /' 2022 Apparlax T A.The use of.burl tm�vs I°prohWteG w,r r 3 h-ted m an oavoo,wall of Ne°Wctvre(preferable I 96 - T V Wm6y ,and roe a IFrhg epacel.ott r loceelae Tor momhrg 1 ♦�a ,Yiwn m I/A OWTS requlrm a*eptk took Tor pretroatmen!Ne the panel wx will tee conslmred by tho DepootmerR peptk•conk shall w smroo.e..e`p*pe er He.nh eerw<e II eon ify-sure bmh and wIth'/ Owns maMxtvrer approval. LOT,COVERAGE age T merged h accordoo N*sett.-s-Idl and s-IO9 al Nb etardo-G ].lln rem*N the VA OWTS O•M Prwkier muse wclearly - I pp °J berRlfbd m Ne mNlde o,Ne parol and haWde a pM1an fRmter %Lot N -= R TOWN DEPT 9.Iarloes otherwise specnbd,Ne leaching eWcture/system Na! to contort h cure ov alarm. DESCRIPTION(FOOTPRINT) AREA \ I �� ` \� 1 V V Il V®I•SOUTHOLD ® �t p1 Q follows m I/A 0It I*hall w mslged h accordance wIN scctlm GO��E i \ ---'�1 \` \ 1 O V V a"s }IOl ood s-IIO of Nb standard. 5.Exterior pooel plmement efKblee Ule system to w eervked at ay time,elLmmating Ne road to acceea the habe or Ne bulldog. TOTAL LOT AREA 26,954.0 S.F. 1 ��-.(- `-_-- Na m It ell VAS V otm.nt take-11 Ima 2o-wh 4.-�e eW. ��the, 0 tin eyatam loea<lon to help Fj(IS71N6 FRAME DhEI.LIN6 1,716.0 S.F. 6.4% ------------ 4. \ ewerod secs»W�en to ode located over the hie!and Imlllta outlet Owes el,•II w either 20-Nd,diaroter watartl�e and We ty oo!IxWng coat hm co e s oo NermoplantW coven at 5.The control parole 11 w plamd at a ca r r ebb ha t/oo 547°99707 2609' he see.MI ewes one eh her•Phan w ami ccmdmce with Femral surer Moon l EXIS71N6 DECK 613A S.F. 23% KATER � - �� t_-_- g la/r grod m acceea h a gercy gamen Ayenc9 1 --___- -_- .ccordaree WN bm S•III or NIs e,aId. (FEMN rl.de xoro r.quhe-. EXISTING PLANTER 79.0 S.F. 03% R(EL-p•g� - ---------- to S.Noon a I/A OWS 1,approved to w Htaned W a drveway or 6.The poet shall meet National Electrlml Mmvrme ron EXISTING FRAME WALK(ON LOT) 114b SF. Ob% I pookag area.U,e untt*loll w mignd bsaiae Il.d to W.ecbtbn REt4N 4%spoollWetbn>. I LINE OF DEBRIS -_-_- --1 Itwtaed HS20 or H-20 load ma AASNTO. PP-OP05ED COVERED STOOP 50.0 SF. 03% '' ' 6.6arw a bden pho11 not w Itted whon oo I/A OWES h 7.NI wbw prgour wtrhg mrot w nor N electrical eonevit.The 2- ' (,.� 9 9r Par'm corWlt soot have approprbte seat to praveM.gases one mohtvr. PROPOSED COVERED PORCH BO5 5F, 03% ''�N HI Wlllietl m means of sewage dlopeeal, tram roochwg Wa control pooel or Jmctbn boxes. 1-' PROPOSED ADDITION 674.0 SF. .q% I _ T.Water-I-Nail rot dlechmge hta m I/A Ow'r5 and tho G.Each system still too equpped with a Mntimhg wmnhg syatam PROPOSED POOL 512A SF. 1.9% �- -_--- 4 Department reeormaMa water eotleror wekwmh w emroeted to Mkh will ootivafe auafole arN vlxnl akv,-tine can w ro-, ai ___ Its dyNell mceptable W Town oo Vlhoge WII4hg °ten and h000d by the xwparch o!Ne WIIdV served.The PROPOSED REAR STOOP 51D S.F. 0.2% _ Oepootmento. Department recommencb a blemetry aevke w IreWned p�elm e-drat*remote alarm Iwtirkat-W the OeM prwWu TOTAL AREA OF ALL STRUCTURES 3909.1 S.F. 14.5% _- D.I/A OWiS books still w watertgt and mrowawe of some ord red Ne o•M a. B _ I moterbl.that-rot-Jooe to.xeeaane eorrmlon a ageeme ••MA%INNM LOT COVERAGE ALLOWED-20% 1 �'�-��ZONE X �� -1\ i �.110 derv. 4Iemma wwch are not m e to lbw by gwlty me 1 _ ��` 1 9.All boob moot w watew t.Two methods oP erevr tanks are rtla to w equpped r•�N a cm4ol panel wiN mearo oP _ --_ •_- -_ ' �� -----� , % i9'' t'9 ours tlwrqg portable ge otm b operob the system d .q a 12 _ ♦♦ j / watertight eholl w either vawwn teathg er water pressure testln9 Paver wtage. - -- ♦♦ / methwa as follow, -�_- _� - ♦ / ,j 12 10.Vacuum test ,seal too taNc and !a Tar I.lhe elxtrkel tbn tax I Ne too and*bate 5ePr£MBER 01,2=1 14t --_-_- �____tr ----a- -�\ ♦ �' ' /I I�+g errp6y apply a vawam yr,c eery ng p�rtp ,o \\ �♦,�� ,� / (4)Mches(IOO-n) 1 morewy.Tn twJc h cpprwed IF 90%al -t w waterticJft all Ixabd out•kfo the VA OWTS tank phembar. - - / vacuwn le hold for two mbf4ee. MODONALD 6E05GIENCE rryrytl 1 \\\ / 2.'°r°!blowme loealetl outelee or tin I/A OWTs vnrt rooe!w placed BOX 1000 ry TER WOOD gpRpEF II.water teat Seal tank,IIII tank wIN water to outlet Imxt oo pad St1l.lk eamty Department d Iballh SeMcea D/29M SOUTHOLD.N.Y.tell obvatlm,le!*bard for.4 hx..e.Refill the,took to Ne-lot Mert Poo a 45(carcreN,Plmtk'.or IOxrgkw)and have a eanepraof 691.765%T \ ; \\\ p l �14 alter!In 34-hoer perkd b complete.Lot Ne tank*bard form a beln•e eevr�, __hS. o i aedtbrol 10-I,wr perbd.The took h approved V water Iwel h _ \\ -'�`-� ' O / hold Tor the 11 -Ines perbd.Ybter pr a teen,g b 5.All pump.ar,e that trees must w acce*sible vd ear cotoe recto-Iwnded to w mro melts altar Irotallatbn. Tram oemae openhga. ¢•IRO I r �p P� 5 P5 6°LAND N65 • r A i I 4.T o(bate Nall w att 3red to a hh 1.40 P/G Pleat Nat cart w emlly removed for ver\nce m odj eG t.Too bloat° M DARK Ect"M LOAM ,4 shall rot w attmliee to Ll,e I.Rewa conrs.te,Moll have a mhmum rcmpre.eNe etrorgN j 6ROHN SILTY of 9000 palls per equooe bKh(paU at 26dcys set. 5.The Depoolmen!shall observe the pimp system operate w.*g till 1 ODIFIED WALK rural op.rathg cycle. 5A V 16b' 'DROP! / e1 OeII M>been c°hoertllfbea mhl�w Y kilaarne se R orep'w1 6.ro tbn rm Ieaka a or Ne rose maw rite h w made 9D - ME Q` 13,B FROP.SroOP a EXIST I DW/ r / I� Irb'em by a Wpec g MT wi 6�1- Q DECK ♦ ItE ho m oar 11 IN all oppropr op rh.11 ienta for Nh dmhg tho pxrga teas proccmre. �- _ 19•T' rl LOG-'J tg well cemW Wp;ool 1 lb,whom p top ., gmfrot(P=t I to reeht m applied farce of 500 paxd.par square Too!(Pat). 49.1' PROP, WWOA,L°L°i r R 5.Pre-curt con«eke eect-e•hen w.*sled wIN one N Wh butyl I Q PROPOSED -�c� rlkber j-t...loot Mich amforms W AsTM L-49o. STORY -I 6 2 STO Y �0$F�zo SATE 4.All sewer pipe.eholl pero .Ne vertbal ekbwil of kn tank I and doll w sealed wIN grout m other memo acceptable to Ne IS.B' 6 GARAGE Departmen!such m watmtlght*soled f textile Joht and tho pipe PAL*E9RON+ I I'1 (4 BEDROOMS) >Z POSED. yyA goatee,mterod W Ne pipe wVh etahlese°teal retrmtable 5P FINE 5Alm 2O5' a! jil F.F.EL.eIg.9' 1-g F POD QUIP. _ sl OAR.EL.-I v �No a_ a x� N��.I PROJECT: s.All Jolla*loll w sealed oo thoI the took h watertkhI.See '�M�{`-�_ ooctlm 5-114,B.IO,Turks Nat ooe coat h Plain requtre prior ° 1 RERISI approval from tho Depootment and meet w certified by o Lk: We O N 926' ILL, Ut Profemloml Ergiroer.N a mhbun,tho Floor and wall.o!a - 2 STORT� s 99,9r t I conwte took mvalwmorollNkally poured 1 ADDITION o a` ; SEPTIC PROP. 2+ 6.Yherover prmtical,conaroto VA c,T shall cat be"located CVRD. I' ��i68o - `\ wlNbr 99 ter.For W tallolk+ro ll,a!are placed 'We PORCH IB) pR0 7 a T gamdwate�rwtho wttem one side pulbre,up ko 16 Irche>above U =�_ Xh1r..k reaormd/expected gar 11o,e1e rtl.n,oP�W I/AOWS 16.2 v APPROX.LOCATION OF 15.9' 20.2' /O O;CA PORTICO �q - -p_�T\ I I�p'yw-�.�R t shall w morohNically coosWcted.N wx.Moro Nb h rot WATER IN PALP EXIST.SEPTIC SYSTEM, 1 1 111. HYDRO-ACTION / Q u� _ i� pr Ncoble,too A owr5 umrt Phan w Toter ooleenrp to Ib / BRONW FII@ SAND TO Be REMOVED PER W 20'O GATE O ^ yy 1515 CALVES NECK ROAD Inalmw.stove eho wtneat reams**/e ate�gw�nter�bm no,, ' SCDHS STANDARDS -\ LYLOK I t, ^N4co'/A owls SOUTHOLD NY 11971 bvatb+and hook tee e.ermN-e t too.° II� /PROP DI T.BOX N Y ,+,t3,' 17.1' �¢ ,p -16 7.In act Man concrete kooks me Wlalled In dNater,Ne COMt CIVTS'BROVNDWATER I 1 ! r (( i 20' q t� ryo'm EN<OIR:iERED 162'BELOW DW/ yb /k N w malgn prde>abrol°hall o,anl!weymay calwlalbrp to prove tM \ MIN. m r•eyle w Bic took(wan ar wnhwe anpM1mhg>too aeamm er 6RADe I -' I iT r +,NEW Io• �'� DRAWING TITLE: wlkmt)will w at boot 19 LHn,more!hm 11,.wottor the water B• ILP. MIN Iv dbpbeee.The birym y calwlatlms still be dooe vshg hkfest 1 MIN. 1 J i-a NOTES ted/reamma aa,drnbr ebvatbn wIN u,.emk a .all Des(n Professional's Certification Required. 1 _ NEw 1 M"IT.o F DWELLIN6 W °ewpe.m top w tho wntls)eholl ro!w aorolmree Moo'�� g G DWELLING w/ 1 1 LP. z J w PUBLIC WATER SITE INFORMATION eetemmWhg Ne mxx„t o,mwart�a wlb.t weft r°q°Hd. HYDROACTIO N I/A OWTS Submit P.E.or R.A.Certification For PUBLIC WATER 11 I,yo, 0- J Ib.o, The Installation and Construction of the Sewage Disposal System cal 1 I 5l, 1 1e� 15,0' SITE PLAN SUFFOLK COUNTY HEALTH DEPARTMENT APPROVAL I 1 I tl jr 61/m ; Use Form WWM-073 FLEv .2 m ;1 ,E mot' / / 1 / PROP,W POOL PAGE: Abandonment of the existing sanitary system must be in =I 1\ ' /EucLPS.- t, S P-101.00 I o \I ' t ) /Poo�t FENCE ° conformance with the Department's requirements. / I yl SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES Submit completed form WWM-080 as proof I Por,4b'R°°L kilo PERMIT FOR APPROVAL OF CONSTRUCTION FOR A FENCE I r/ Li DATE:10/29/2110f 2 SINGLE FAMILY RESIDENCE ONLY o�� m ��/ HYD�W^,M'POLE U e VALVE FNU� NaroB•IDw ------ 129.46' EiEDA h DATE 12/28/2021 H.S.-REF. NO. R-21-3299 APPROVED 0ALVE5 NECK ROAD * r p * FOR MAXIMUM OF 4 BEDROOMS _"--- -___--- 9r 037405 yO�r EXPIRES THREE YEAR FROM DATE OF APPROVAL SEE ATTACHMENTS) 5ITE PLAN °x�beaA� >a FOFNE� SCALE,1°=15'-0' Q G J d ei fri z S I HOLE LINE D I AORAM0 o g ir MAIN ELECTRICAL ZERO SETTING o °° ON OFF DETECTION c PANEL AT DWELLING INDICATOR INDICATOR CIRCUIT w MAIN BREAKER Z 4 �9,11(104 zpp >: z N INDICATOR LIDM� CIRCUIT "=LID �50 ROM RAM LOG OUTPUT s GIRGUIT LLUl POWER SUPPLY TIME a AG (DG) INPUT CIRCUIT ONE-CHIP MICROCOMPUTER RANOE/UNIT SELECTORS I I DEDICATED,20 AMP SINGLE-PHASE CIRCUIT BREAKER ELECTRICAL SERVICE J� TO HYDRO-ACTION PLC CONTROL PANEL HYDRO-ACTION SINGLE LINE DIAGRAM SCALE.NT5 f SAW. DWELLING u/ A• PaLrLac 20•0 ( I- ADDITIONS p�yl� 6ECUfiTfY GRATE(BAFFLE (4)BEDROOM SECONDARY.APEn PLO CONTROL REOD IP INLET PITCH PANEL W HP50 CODERS BENEATH coHwREssoa EXO®.i'PER FOOT) PP EL•ID4' E%IST.GRADE (TMF ALL RIS-DES) EL O HPJBE 2,$•MAX GOtdLOTION•IT.T' 9%MA%IMIM.LOPB Ex—a• °O' INN.EL MN.4'm-Ya MK a•m soR 5s •..2'HMilroc;o .. PROJECT: Nave MAm (; ISA• we oR Ea. we oR BD. DRNN W MIN FITCH b''1' INV.EL. -•...,• `.`^,. ."•,'• NEW N W 15 O' MIN PITCH b',I' CONNECTION MIN.4•0 SDR 55 LI C ________ RERISI we oR ea. Iw•a. INN.�' FLow une []�/� MIN)INV. MIN RTCN b',I' B IS9' 15�' 2•MIN DROP SEr 1 I�/ EL.15.T D PROVIDE 12-Tl9C.MIN) IPRO�`IDB END CM - 14G' ' T nPB LEVELING t DEVICES AT DISTRI&ITION BOX LEACHING °�9°M N A FOOL(s) ° `'' 1515 CALVES NECK ROAD y` SOUTHOLD NY 11971 HYDRO-ACTION AN400 -•'; :' •. .D'-0•-z + 245 MOTRDGeN RED —N S..TEM ,'•• ..: .:........""`; ":;'.. DRAWING TITLE: REPLACE ewsT.BOIL -W 5'CLEAN BAND , SINGLE LINE DIAGRAM / •. '•„f y � .•,��• GLEAN-OUT DETAIL BILL OF MATERIALS couAR suxRa --/ :`��I�rd.;-�:; <;,•>,` ,, SEPTIC SYSTEM DETAILS L P.WIZEN EXIST.SAND ":;'�..��• SCALE,NTS ITEM Pm DeBGRIPTION (SPF..W "";�...;'-.•: LAYER NOT PRESENT 5UFFOLK COUNTY HEALTH DEPARTMENT APPROVAL "-15°°" wa`c'24'x'RCGE"REa TD"co�EE A I50032 TANK,PRFJPuTIP 400 I ..,.-............... ;',.',`; B 19 2 KIT,ENO 2 TANK COtPBOTRi9 5TANDN I PAGE: c IOOIIO ASSEN y.RE-OIRCIILATON 24s CGt-1PLETE I N16WESr E%PECTEG ---------------- WATERa•IQ' SP-10 .0 D AN400-P AN400 W PLATFORM GOMPLETe I e Bcso-So-L-Bo-PLc oPs,EL50-So-L-Bo-PLc I INNOVATIVE 4 A_TERN TINE ON51TE WASTEWATER TREATMENT SYSTEM(1/A OWLS) LEAOHINO POOL5(2) DATe:30/29/21 2O2 SEEATTACHMENT S) /A OWTS TiNALL AVe T NRa I/ATMENT CAPACIn OP 440 6PD(4 BEDROp1s). LeAGUNS..STEM FORA 4 BEDROOM RESIDENCe NN L PROVIDe BOO PN SIDE-WA.AREA PROPOS®NYORO-ACION AN4M I/A OWT9 PROJIDE9 440 GPD IReATNENET CAPACIn. (y b'm X b'(EFFECTNB DBPTU LEACHING P001.9 PROVDE BOO Flo SIDE-WALL AREA 2.INSTALL ALL COM'ONBYS AS PER MANY.5—E . (N b•m X b'(EPFELTIVe DEEM)LeALHING FOOL FNOFO ED FOR 5af.EXPANSION B. A 10'MIK DISTANCE BeTWEEN TNB I/A 01—AND BUILDING WRH CELLAR/ EMENT SHALL BE 2. LF ING FOOLS TO BE l NSTRUCTED OP PRECAST REINFORCED CONC m(OR BOVAU. RED A MNMAIm®,OR 5'MIN DISTAN'E IF 91ILDMG IS UPON A BLAB. B. ALL COVBRS BNALL BE OF PRECAST REI�CONCRETE(OR E-AW. M. 4.A 5'MIN.DISTANCE BER•FF I THE I/A O AND DIST.BOX(M PRESENT)SHALL BE MAINTNN ED. 4. A S'MK DISTANCE BEfiEEll THE H16VBST RECORDED 6ROUtDWATER LEVEL AND BOTTOM OF LEACHING POOLS SHALL BE MAIMNNED. O 5. A IO'MIK DISTANOE BETWEEN LEACHING POOLS AND WATER LINE 5HALL BE MAINTNHED, 6. AN V MIX 015TANCE BETWEEN ALL LEACHING POOLS AND 1/A 01—SHALL BE MAWAINED. r 4. A 2o'HIM DISTANCE BETYfEN LeALMNG POOLS AID SWMMING POOL SHALL BE M—NNED. 037405 O PROPOSED SEPTIC SYSTEM DETAIL FOF14 SCALE,NTS (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EMSTING STRUCTURES ARE FOR A SPEcinc PURPOSE AND ARE N(T TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES,(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPAiNY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIONEES OF THE LENDING INSTITUTION.CIRrnCATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)h CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue, Riverhead, New York IIa01 7 to I. 651.727.2505 fax. 651.727.0144 l� admin®youngengineering.com " Howard Yi. Young, Land Surveyor Thomas 0. Wolpert, Professional Engineer F Douglas E. Adams, Professional Engineer w ) E Robert 0. Tost, Architect Robert Stromski, Architect �O SITE DATA opTg�;lonnq S AREA = 22,414 SQ. FT. 0 VERTICAL DATUM =NAVE)(1988) 9 / \\ 535029'36"E �c0� O / 9.95' ��Pc 01 HIGH WATER MARK PROX. aQ• \\ S600 LOCATED ON 12/20/2? / ro 1` 16. 1 �11 A hP a✓�' �I 08,` F 516004'49"E G� "1"0 a bP \ CMF kP L0136 CMF Q+C CCO� Q,1 rr, l� \ \A rs �o F <) `�O, F� kOC fsyR 5� \ v� WOOD STEPS FF�3 1,2 559006'30"E 12.69' \\ 'Al 573004'10"E 6.97' t� „ N70 46 16 E \ �o 1707 rL s� �( a°,'� 3.18 cO Bc P, �0 SM E"OR'S CERTICTC TiO N co o�� °� cMF 9a *WE HEREBY CERTIFY TO E D R E R I S I THAT THIS SURVEY WAS PREPARED o 9 oco IN ACCORDANCE WITH THE CODE OF PRACTICE FOR LAND SURVEYS ADOPTED '0-1 ��lf� �0�)o °o• BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND `` CMF ��01 ��/ 4 hJK Ian SURVEYORS. R`'01 COVER COVER j��r O ELEC72TC METER HOWARD W.YOUNG,N.Y.S.L.S.NO.45893 � C' V6), I ' SURVEY FOR ED RERISI FoA �CMF co,C / \ at Southold, Town of Southold Suffolk County, New York N N \\ FOUNDATION LOCATION SURVEY COU11 Tax Ma District 1000 Section\ County p 63 Block 07 Lot 37 o \ / FIELD SURVEY COMPLETED DEC. 20,2022 MAP PREPARED DEC, 21,2022 \ Record of Revisions ` \ � REVISION DATE LEGEND CMF =CONCRETE MONUMENT FOUND \ `\ CNF CM5 =CONCRETE MONUMENT SET EOP =EDGE OF PAVEMENT ` PO =ROOF OVER \ WSF =WOOD STAKE FOUND WSS =WOOD STAKE SET \\ T = FIRE HYDRANT \ 30 0 15 30 60 90 • =END OF DIRECTION/DISTANCE �. Scale. P = 30' JOB NO. 2022-0240 DWG. 2022_0240_foundation_loc 1 OF 1 w..'�°r""Dnu�r'�,r i�ww.""we.�esr � �• , ,�� '`1 U 4 .r'.M1.i T.,e"�'� ��OOwr��,earown uiws"�+er,"�'n.wn.°Os.'ia � a �+ `�$�.:L`�...�e.��.�� ,�. .+.. .'• r �� T�1 ,w'�','y t v :aw:.K' aTM.�o-oe� a z go '."r�.,.in°7G�..rv1`oc.'r."'err."�'"" a�.v.o..r.r,orl.m...l..r. �, <• '� ^ •�.�. 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AR EL..ne• ®- ia"'- ...r�•` -a rY.e�.�.var __ I_ t PROJECT: nq..rr RERISI F$n -•+.--r,.... ,.re�re..,rrtt�� _ •� ' ® �' o � SEPTIC ~: ' ��•' ®o •,•�R'"" 151.5 CALVES NECK ROAD Doiwm..•. m. ._ c SOUTHOLD NY 11971 1 b.� r..gr....tlr r_ I \ei �• 6 DRAWINGT LE: rpe'ia rgRlt•.m.�r rdr ••vw4 Y^ wT. , Y' NOTES a.e.Yur�ar s••+•.r rm�rr r�. ee.•ngyE.rmir•Ir..mi..�ysml.gry.q•.e ngTgy I •� i I O F PRIG INAIPR SITE INFORMATION SUFFOLK GOIINTY HEALTH DEPARTMENT APPROVAL ' v $ SOEPLAN -. -H.S.REFERENCE NO.:R-21-3299R' ,� 3I Y',`•, b I.tr jBd"1 PAGE: SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES SP-101.02 APPROVAL OF CONSTRUCTED WORKS FOR eYr ASINGLE FAMILY RESIDENCE .R 7 2/1 612 02 3 R-21.3299 .'c'S d vwnw Date _ H.S.Ref No. _ q� •�, 1 The sewage disposal and water supply facilities at this location have been inspected and/or certified by this Department or other agencies and found �d F to be satisfactory FORA MAXIMUM OF[u�4y BEDROOMS. CALVE 5 NECK ROAD - �lP.0/ aDJ '/lFi. e..v.w •'wFGi NE'D+°ek J 517E PLAN CRAIG KNEPPER,P.E.,CHIEF �•1•.u�o• Office of Wastewater Management _ Q U �Y Z SINGLE LINE DIAGRAMA& € o MAIN ELECTRICAL ON OFF vEr�EcrloNl o PANEL AT DWELLING INDICATOR INDICATOR CIRCUIT MAIN EREAXER INDICATOR w CIRCUIT ¢� :330 ROM RAM LOG OUTPUT CIRCUIT U TIME � S r AG(Or-) INPUT POWER SUPPLY ONE-CHIP MICROCOMPUTER RAN6EAINIT CIRCUIT SELECTORS I I 7EDIE A MP 5N&L-PHASE cIRGJIT BREAKER ELEGTRIGAL SERVICE J TO HYDRO-ACTION PLC,CONTROL PANEL HYDRO-ACTION SINGLE LINE DIA61RAM G � e eta vr®sY�. Ys a. aaas - �;:" ;h ._•_,i -j'4 PROTECT: RERISI •.a:,ai+m SEPTIC 1515 CALVES NECK ROAD _ _ __ v: •tea^I t /( - SOUTHOLD NY 11971 m rtn w;m.rt••nm mn umvnt nr®oa.m.zTonamA®cGw ww,.am,imem•mem, ' !"`�---Ya„'" �DRAWINGTFTLIF, n GLEAN-OUT DETAIL �,ti'• 'Y'•r`` •~••�'' SINGLE UNE DIAGRAM �'Q - •,N� :^ ^':''`� " SEPTIC SYSTEM DETAILS SUFFOLK COUNTY HEALTH.DEPARTMENT APPROVAL 14.5.REFERENCE NO.:R-2I-3299 :..s,... ."..4.='..�s'...... e uxm m,v-arn,�raamemrarm i PAGE: SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES �n ,ma.. .aa� --------------- SP-102.02 APPROVAL OF CONSTRUCTED WORKS FOR ASINGLE FAMILY RESIDENCE DATe 12/01/73 Date tytenozl -�H S.Ref.No. R-21a2e9 ro.an.re.vcros oemwweia,mwa - iwomrx m;�enmweamnw�i The sewage disposal and vrater supply facilities at This location have been inspected andlor cerlrfied by Ifiis DepaHmenl or other agencies and found ,�,�",,,,,�,�' ,,,o,O1t01Q �d • to be satisfactory FOR A MAXIMUM OF < BEDROOMS. /� Qk SEPTIC SYSTEM DETAIL •:FoiNeN�o CRAIG KNEPPER,P.E.,CHIEFi, Office of Wastewater Management < _O- EEO 15 P� uj Z)C4 RERISI ADDITION z IS 5 LJ>: cr 0:2E c; 00 :=7-.=:........... .......... .......... It ca S-E LAYO� PROJECT LOCATION&SCOPE 1 5 5 A�ARt�:TEST S 5z_'LA�1 5 '7 SU5_E YvC C7 TO tE`FKA-ION 51 A SITE PLAN&ZONING DATA 2ND =f;ZA;,-'.= A:)C/1710N AN✓ 2 -570RIly, FCIA-/=- k-- OUSE AN:�' 0-AF;FA0E. z "'IS SITE ARC�.ITSCT S 5--57 OF T0 EOGL !F, < --- ------------ ------------------------------ --- -------- no. 5-s �4f.�;RO-AITION AN400 �/A 0/,�75. 00 2.S,IR-E N�O�A01�11505TA:'E:7 PROPOSED FOUNDATION PLAN > Z A T A: >: Z PROPOSED FIRST FLOOR PLAN tn(rH NA k" I-P-0- O IS67'i ZONN DAT A to Il A-104.00 PROPOSED SECOND FLOOR PLAN Lu LOT AREA 0&ACRES F_ NO.zi:ZoEi NOV 25,�D5 L) COfO-ONE FAMi-y P?eLl_INCl A-201.00 PROPOSED EXTERIOR ELEVATIONS LLJ C.) ---------- -------- ............................. LINT C.- -APMTICN I..Z-_= -A.N.214 Q PEE 1Ojl-PECK.11C. j NO.-11222 lAl 1,Ilia,. cr 1.FLOOV MAP DATA: A-202.00 PROPOSED EXTERIOR ELEVATIONS ZONE MAP PATE: v FEMA FLOO� X I (EL&,' FLOOD:ONES x VE(EL t"ETLA"V5 M5MC.7 2 SITE PRO-MT ON�V!_T FENCING TO BE ------- PAS N..;, AS�UiREEP 5T THE'OK4 OF • TOLP PEO ZcNa�_"EL a') -------- PROPOSED INTERIOR ELEVATIONS 1- 1 11 '_' - MO AF, :'C"'C- 4 r= R.-I. 5.VLRFE OR�IETLA�. 5 ARE ; BATHROOMS&KITCHEN 1-01-ATED WITHIN SOO'OF-,HE FROFBRT�. --- 4.ELEVAT.10.9 EFERE1,10E qAlV 1455 ............... .............SrArr P�ROP05�cl E-10;.00 I PROPOSED ELECTRICAL PLANS 0' EASEMENT AREA a SF� 05F BASEMENT&FIRST FLOOR F:RST FLOOR AREA S.F. 1,560.2 5 r. ,L�ARIN.�,SRA�lNa;' t:MIT5 OF11 . .... ...... 114 eECON-1 FLOOR AREA PROPOSED ELECTRICAL PLANS TOTAL 5=-PROOM OOJ4T SECOND FLOOR D;N 16h, F F_-F AREA LOT EXIST OVERASE I / , t'.I f PEECCRIP7:01,1(100-PRiNT) ------ b PECK SZ;zk� 4.4' A TO-AL La-AREA 26jl54D SF.V 9 EXISTING FRAME UKELLINS, SF. 6A% ' ><24P 0 EXISTING PECK 61305F. 23% _XL5TIN±f_ANTER !q 0 54Fw 0.3% UKqQM E FRAM �V'QR�o I2ND .5TO P / ,� EXISTING FRAME WALK(ON LOT) 14,5 S.F. 0.6% xPOOL EOJI BEDROOMS' 2 F.Fw SCREEN. ' t FF30M PROPOSE'-,CO�_p STOOP 50D 5�F. 0�2% FROP05E7 COVEREV PORCH 505 SF. 0.5% m PROP05VP ADDITION 614.0 S.F. 2.5% 0 25 PROPOSED FOOL Si : NEW 0A.- Pw I.q% METER PROP PROFOEEO FEAR STOOP 5 0.2% PROPOSE:,air SHONE.R PORCH ALL 5TR) / o.q APPROX.LOCATION OF PORTICO TOTAL AREA OF AL 5916.1 S.F.SP. EXIST.SEPTIC SYS7121, too- TO BE REMOVE) HYDRO_ 'TiON -4 VIA AC LOT COV-=RACSE 20% pp 9-OH9 STANDARDS 20 OA.- !/A OH75 0 -------- PO_YLO.� 4 D:ST'.BOX x MAIN Wl� No PROJECT: k4_'6, z REOUIRED EXIST. FrOFOI.�_v COMPLIES v L.F. RERISI VQ r5s ADDITION ILI FRONT YARD 40 0' bbwq, D!,ELLIN,5 W -Lll-KA7rr, PUBLIC VIATER. 5DE YARD 15C, 15-a" 01V NO j1 T W 11 PROF I g TES 1515 CALVES NECK ROAD �P 4'FOOLA I,IEANR HIGH BOTH SIDE: 550, 4q.5' 'I"E5 TER SOUTHOLD NY 11971 M"tLOSI.`RE if," ul 'bOOOLI PENCE k13AIALNG TITLE: PROP. POOL U.'L 0 PROJECT LOCATION&SCOPE FENIE5`�` SITE PLAN&ZONING DATA WA0TER HYDRANT UTIL. I VALVE PAGE: WAS' LG-00:1.00-- C CALVES N Ez: r- < R 0 A D E.ATE:.E/�0/2:21 Tw 51TE FLAN SCALE:1'=15'-0" DRAINAGE SYSTEM CALCULATIONS PR- DRAINAGE 5TR_'!:,TRE NOTE: _ rf ;A 0_=FARA-ION AfZEA=19-15 5ow Ft. REO.;:RE::l BETWEEN WATER CEI�Z/ICI=_ q-15 Sq.Ft.X 0.11- 166 5.9 VERTIGA, F7.OF 8'-A POOL RE011ZED v5EIIER AND THE EDGE-IF A:_: 5'L711A.X 4:STORM DRAM FOG_ 15TORMW,A-R::>'RAlNA0r LEAOTiINO DRAINAGE 5"rSTEM,CALCU-;ATION5 ROOF AREA=2,550 So,Ft. L=_Ar,_R NOT-: SON\= T AL: 2,55-1 5c�.Ft.x O.i-F=450 43!,142.2=10.2 Vff-T!_'AL FT.OF 3'DIA FOOL REOJIREG LOCATION MAP PROVICE(3)8'CIA.X 4*5700RM DRA!N P -5ool RYIELL4 a ELEVATIONS NOTES lO HATCHED AREAS INDICATE NEW HORK(TYPJ W O NEW ROOMNS,O I. WE NOTE•SECTION Lai} 3.ROOPINS TO MATCH EXIST.COLOR 4 STYLE BY'SAP 11+� z(OR SM AW(MIN W YR.WARRANTY) PROVIDE CONCEALED FIA^M6 AT ALL ROOF J Z INTERFACES. PROPOSED RIDGE HEIGHT -—-— -—-_ RI Y NEW CCKET(TYPJ. •—•—•—•—"—_—_—_ -- �...--....,_..�.�.�.._. 3'4-FRAMIHB•16'OW PROVIDE ICE 5 M- I� ] __--__ _ _ —__ _ �__ ____ _ ___ _— _-_ —_ _- a Ln Ix LARED ID'IN ALL DIRECTIONS 6 FlALY f3.4SN _r{Sr� _ It cil 1 __ J 00 LILLL Ll » O B ——- Z OT fD -- �Zl'1 � Q LLW(D n 7 JJyy''PROPOSED SECOND FLOOR FINISH TTTTT cc cc FUT Q J p EX15T.FIRST FLOOR FINISH ©�O �EXIST.GARAGE SLAB - - - - ELEV..n9'_—_—_—_—_— I AVERASE GRADE®HCLSE 50UTHWE5T (FRONT) '$E�ev..ls.i----------- SCALEi I/4"-1'-0' e%15T.BASEMf3RT FLOOR FROP09ED RIDGE HEIGHT yr, ---------_----- Gi I] 4'� C _ \ Q O PROJECT: L L RERISI ADDITION I 1515 CALVES NECK ROAD PROPOSED SECOND FLOOR FINIS ---------- _ SOUTHOLD NY 11971 —_ DRAWING TITLE: PROPOSED EXTERIOR ELEVATIONS J PAGE: sI�v.P_IB T FLOOR FINISH_-\ -- - ^/ `O O EXIST.CARA6E SLAB DATE• 45, AvEw�Be ELEV.+19.1' EXIST.BASEMENT FLOOR ' L L—.IT.Y-------------- Am - SOUTHEAST (RIGHT SIDE) SCALE.I/4"=1'-O• � 7 05 ,—OF �� 0 - ° �nn■im�■iini�iimnmimm� lminlntimmiiilmiil�iil�n!lTiiii��mm - _ ;ummm��mm�mmmm�mn�mm��rmnmmimm�rmnnm��r�nlmr��m ,,--.�. . �mnmmlmulmnn! lmmmilmmm !mnlmnmmlm�n m . .��niimr-�mmmmlm �nlmm mmml�minlmmlmi�lmn! min�in� - �mm�mmni�nm■mlrmmm�nlmm�mn�nmm ■I,■�inl�^■ �nminimm�mmi�n! mnlmmmm! I�� '■■■ nn ■■■ 'Zm �m 0�. n�ii .■'�� nlmm� �� nm inmi�i��n�mnmm�lmnmF= n-_- �r:_= � min nmin�mnmm� muM�mm .�.��u...r�.mr.�.��rll.[=-(r`-�2=�� -_r.rn��u...r�r..r..t•..r .r..�..r.u� .'�� o !�!■a �� m� mm! m� �� imnlm �o� 'mom I— �� ■■ �d ■■ In Wi n! `i `i n m ii mil�� n ii ii n! m[--- --- .m ■■ �i�' ■■ m 11 �m ��■m'nib ii !ii-m�mnn�ii 'ii;�nn",'a'irn��i ,Ci nn!� � ��.m.m.��.■�...i� .�nn�!"■■ �i� ■i � 'n.`� ADDITION � .� '° �rnmmm■ 1515 ill m I■■ 'i�I ■�_fflll�t■IIm - ■mm�n - - �,�I�i�l`��I�I rmmm�mm�mr . . ROAD µ=i�immmmm�mm�minir�� 110 nmmmi�� a■� �� ■a . i �� ■ ■■■- so ENO ■ ■■ ■ ■■ mm■1ma�.�._..._._...w... d■ ■� d■ ■1�� d� I m ■■■ ■■■iinn ■■■',h ,, � ■■■ ■■■l � ■■■ ��:. III�.�.��.-�._ so ga MOM tU ., i C ENER�,L SYMBOL KEY: ALL NEW WINDOWS SHALL BE ANDERSEN;INSTALL AS PER MANU.SPEC.b. SEE PACE•6003•FOR NAILING A STRAPPING DETAILS. "SBE DOOR 50HEMLE FOR ALL CLASS DOORS FROM SAME MANUFACTURER' a V _ EXISTING To Be DEMOLISHED y NEW PARTIAL HEIGHT I�cccc 4 WOOD FRAM LLI E(L.G.51L. ._ ba. -- - - i^•. .`"_ - _ Z N EXISTI WHEN APPLICABLE) EFiRE55 r� EXISTING TO REMAIN {:.�..-�,;.-�� Ro!GH OPENING WINDOW DIMENSION rLEAR ..+F'=-"'-�i-"I I-J9 FOUNDATION WALL -TAG TYPE• .MODEL .• WIvn1 PENII V. TEMPERED Q W Y NEW WOOD FRAME(L.G. ._ HEIONT REO.- 2 w Z STL.WYBN APPLICABLE) "'WUDTH^ .: HEIGHT WIDTH HE!CNT OPEN REOD. 5.1 S.F. 0 Z y �W I-HR FIRE RATED ® MIN.(2)VX4'STRUCTURAL (2) DOUBLE FA1NC TW24410 2'•8} .. ,.9'-0 y�:: 7-9 1- 9'-0}" J 2} T`61e'"W W'JOD FRAME(L.G.STL. POST FOR 4'WALLS PIHEN APPLICABLE) MIN.(2)2°xb STRULNRAL - H J B N D0001J:-HMG TW2loalo .9'�O"}�: ,'S•%O.'}"'.' 2'-11}° s'-0}" 9 .0 P05T FOR b'WALLS),UON. r Q 00 NEW 2-HR FIRE RATED BI(1) DGUBLE4YING TM10410 e.3'-O'}°;..'• �:.9,-C.}"-. X-II$° Sb}" 0 IL MEMO WOOD FRAME(LB.5TL. ... .• - } 't m WHEN APPLICABLE) C(3) DOUBLE-H1NE° T421062 -.3;-D'}°.':,' ', b'-4}" 2111'}" W-4}° Z D(4) DO X4EMG TIN3462 .:9-6} 6-4}, ", S'-9 b'-4 DOOR.SONEOULE •�' t 1-- LU E(2) DOUBLE-NINES TW2492 2'-5}° 9'-4}' Q W DOOR MATERIAL EI(2) TRANSOM TYTT2410 2.6}-- I.O,)j" 2'-51. 1'-0' S p Z�fO TAB DESLRPTION MANUFACTURER " FIRE NOTES F(1) PICTURE P4535 43}- EA$ 4,4 3'-4�• J rl RATING HEI WIDTH GHT FI(I) TRANSOM PTR4510 4'-4�° I'-0' Z}�} BASEMENT:'- 4'-0° S'-4 cm W.y 001 51NSLE 5WING -TIED 510' b'-H - MATCH LATTICE H(U CASEMENT CN259 "-.3-5 '5-5,}�'. W-4}' S'-4 r O 002 SINGLE SWING TBD 219' b-H " p5 ' ° 003 SINGLE SWING TIED 2'-8° b'-H° - �`iX": ^,• - J(S) DOUBLE-HMS TA21042 'Y3'-0 ,- 004 SINGLE SWING TIED 3'-0' 6'-B" _ K(5) 00UBLE-H1NC TV4210510 ''•9-O;}��',- 4'-0 " 2'-II g" 4'-0}° W 2 005 SINGLE SWING TIED 216" 6'-H° - KI(5) TRANSOM FTR9010 '3-074;": ' "1'y0}° 2-11 1'-0° 1y�1 L(la) DOUBLE-NINES TW21042 -.'3'-0,; 2'-11 4'-H}' -I SP. F � M(5) AYMING A51 4;1'-1i' "... �;,3-0, _ JJ N N AWNING A41 -�;`2'-O}°'_: W-01 2'-0}° Q O 0) DOUBLE-HMFi',�✓ Tk04310 ;:3'=5}:'�'�. 4`-0}" �� 3'i}' 4--0}° FLOOR PLAN NOTES NOTE- O 1.INSTRAALL'tIBN INTERIOR DOORS WHEN CALLED r LIlB OP eX19nN5 DECK ABOVE .. .. .. I PUT ON PLANS BY'_M -WFJI'(OR SOIAIJ. z IN5rAu NBN ExTT3UOR DOORS"UN GALLED i OUT ON FLANS BY Tt MATFIU'(OR EfdAL). f"_.._.._.._.._.._._._._._._.._.._.._._.._.._.._.._.._.. i 9.POOR—To SELECT 1 j 4.IHSTALL AS PEA MAN SPEL.b R�LPCE E%ISTINB REPLACE ExISTING B.PROVIDE(2)"k FOR,UDN. 1 1 W/NBH AD3C LATTICE Yi!NBN AZ6C LATTICE 4.SEE FACE 0- 5 FOR ALL OTHER FRAMING r�1._.._.__._._.._.._r®�._.._.._._.._.._.._.._..�� o0I i ELEMENTS AROUND pOOR9 MP.FOR ALL)VON. 4 J L J L a, OSTAIR$RAILING NOTE, I 1 I. ALL NEW STAIRS SHALL HAVE MAX 1-5/4•RI I + .MIN ID'Tr-RISERS SHALL BE CLOSED 1 2 42•HCH GUARDRAIL 4 SPINDLE SPAGING NOT TO ALLOW PASSAGE OF A 4.6 5PFMPa I ! 1 56-HIGH HANORML 4 SPINDLE SPACING NOT TO ALLOW PASSAGE OF A 4°O SPHERE I 1 I 4..RAILIN RkLli BLE RAIL A9 PHt LODE I I 4G To BE I OSMOKE DETECTOR/CO DETECTOR NOTES: I REPLACE EXGTING S 1.CONTRACTOR SHALL PROVIDE LODE COMPLIANT NEW A2EiG LAT'TILE SMOKE A CARBON MONOXIDE LOMBINAnON DETECTOR ! 1 HARD WIRE�TO GAUP OTT�4 R/BATTERY BACKUP. i I RETAINING WALL 2.IN5TALL ALL AE PER MAN.SPEE.b 'UNILL�K DU--HALO 5.SMOKE DETELTM AW CARBON MONOXIDE DETECTOR I I O IN CgNPLIANLE WITH LOOAL LODE _ _ I XE 1ST. L._._._.._.._.._.._.._._.._.._.._.._._..__._.._.._.._.._.._.._.._.._.._.. ._.._.._.._.._.._.._.._.._.._.._.._._..__. .. .. . A Lana WINDOW NOTE, O 10'-O' I.ALL N WNDOM W!DR5 SHALL BE I 002 PW CASEMENT,DOBLC-NNG.OR GLIDING(A5 NOTED)1 i I INSTALL AS PER MAN.5PEGT3.FOR IL! SUBSTIMNNI9,G NOTE M IN-CLASS h1NDOM ! �L AND DOORS'ON PAGE—2 IP CAE MENT i F WINPONS-ALL OSMNT WNDM SHALL HAVE P f STRAIGHT ARM HINGE W�l I 003 m 21F DOUBLE N1NIG-ALL DBL.H O HWA5 TO BE TneA� ~ LOi TILT VA5 3.ALL PA5E 0 WITHIN R OP FF TO ee TEMP.ESL I _ _ _ h 4.SEE!PAGE GLOB FOR FRAMING ELEMENTS AROUND WI14OOW9(TIP.FOR ALL)UAN. I .. ........................................_.................... ESRE55 NOTE: Exlrm IN COMPLIANCE WTH NEW YORK STATE&ALDI1,16 1 .._•._.•1 BASEMENT Q CODE,SECTION R31024 THE FPIOWNS MEANS of FYaRBS SHALL BE FOLdt'FD, ! PROVIDE ! ! •I 30 a NET CLEAR OPENING.__5.1 SP. ! ACCESS 1 I N NEN :I NET CLEAR HEIGHT------24•MINIMUM S ! I I ' NET CLEAR YUDTH—___20'MINIMUM f BASEMENT' �ry PR 9'-O•--j 0 ry 2•xlo• i o o ® ~-A-AI TEED- 2•xlD• RERISI PROVIDE NB4 sas FIRePLAce uwr.HOMEOWC3L ro i I ( -TILE- c{i O PROVIDE�TE:fiARY VFNTIN&THROUGH WALLS ! I 1 ••TES'EEILINC- To EKIERICR I - Few LAUNDRY °is ADDITION PROPOSED © NEW LAUNDRY ROOM: �'i I.00 RPINIADRYNOOKO I 2.COORDINATE LAUhm.ROOM�DOOR DIM.b 1 1 W SIl OP EGNIP. i n L.__..J 9.PROVIDE HOOK UPS AS RE2S PER MAN, I �` 1515 CALVES NECK ROAD SOUTHOLD NY 11971 DRYER EXHAUST NOTE, j�. `..Y:.;. .,....:::':':: :T:-:..:dJ.�..:...r'•.:....,•...1_�_i':::.:: I.DUET SHALL THONOTM TO EMERIOR F OPEN j RELOCATE OIL TANG PROPOSED E TOR '` I DRAWING TITLE: 1.OLGT SHALL TeR41NATE MIN 4'-O'FROM ANY I MASONRY PATIO ABOVE S.OUCTISIB AS PER MAN. !:' ••.1 COMPACT ! MODIFIED 2 PUYP SY51E4 4.DUCT SHALL BE BOUT ED W A BAOI D AFT DAMPER I.; GAR GARAGE b // DN I`CS 5.TRANSITION DVLT9 SHALL NOT Be CONGEiI®WITHIN t .sLAB OFL C AOB- ':.I 4'V' PROPOSED FOUNDATION PLAN LONSTR.V'TION FLEXIBLE TRANSITION DULIS ITID TO I; // PROVIDE 3' NEW HOPPER W I✓DOw OIL TANK HB4 HOPPER WItmOW \��/// SQ LOAPELT THE---TO TAB ENTNST DUCT SYSTEM , '!l C,OIIG.SLAB WI ! 281- V WH ANAL 2'B°WXI'2"H AWL SHALL BE LIMITED TO SINSLE LENGTHS,HOT TO T:: STONE FINISH " ENLEW H FEET AND SHALL BE LISTEP AND LAHIED •• •'•,.•••.' •:•::;.• •..• +T''.,.•�� =•,„• ^..5.. IN ACOOTmANLE HLTI7 UL 2158A. _.. �. b.EXIOLIST DUCTS 5HALL BE MIN—W THK ROD V 'T ON MASONRY PATIO ABOVE '� ALI METAL W SMOOTH INTERIOR SLRFAOW WTH JOINR !', ^:! I '� I BAGKFILL I I R 1145 IN THE DIRECTION OF AIR FLOW FJMAUST i+• ?,! NEW WAsre cONPALr PAGE: DUETS 5HALL NOT BE WW=TED WTH SHEET-METAL n I '• I / Y b., I ', I INCOMING TER T.MAXI.LFNGTx SHALL NOT ExLfBD 29 Fr PROM DRIER ! i M vA o �Uy pgw x IB•v 7///� 5LAB lW I Y14T82 ce LOCATION TO THE WALL OR ROOF TERMINATION hB !�i i WINDOW2WELL I A�T L g o C PIMSH -1 J��ii �W •H x34.FI w A_A 0 A O O MAX.LENGTH OF TTB DOLT SHALL SE Fg=J D 2S !.,i I L,(:i..w. — �'�TT',: I HINDOW YELL `Y` 1 L FEET F'OR EACH,* BET✓D AND 5 FEET FOR EACH qO• BETA.TFIE MA%.LENGTH OP TIB EXHAV3T Duct DOE' Ie NOf IIKLDDB THE TRANSITION OWT. I; V I b —————————— i;, - DATE:12/,14"21 OF'D�D`� NBN W01AIST PAN SHALL BE INSTALLED WHERe :.:! cENIBt ON eXISTINB FOUNDATION ry y _ '!�.:I. O VENTILATION 19 NOT MET BY MEANS OF NATURAL cIPOJLATION TKROU6H WINDOM OR DOORS TO - OVTDCOR SPACES AS PER NY9 NBCFI.CODE SECTION 40952.9;INSTALL A9 PER MAN.SPECS i'.'• ,i ; �3k10'LEHL.APROth I — y I',�'�'!-" - A '°-T•I:' 9211' PROPOSED FOUNDATION PLAN GRAPHIOSCALE 50ALE:IAA°_I'-O° "• 0 S.F. HABITABLE SPACE; 1,03.1 S.F. 6R055 AREA L/ENERAL SYMBOL KEY: ALL NEW NNOOWS SHALL BE ANDERSEN;INSTALL AS PER MAW.SFEC.'S. SEE PACE-6-003"FOR NAILING 4 STRAFFING DETAILS. "SEE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER IL 0.T _ EXISTING TO BE DEMOLISHED y 4 I'EW PARTIAL HEIGHT _ _ -- -. - ~O Icriu-r�-I WOOD FRAME(L.O.Sri. WINDOW CHART - - - •n ` '-' W I N WHEN AFPLICABLW _ •. EGRESS-. - J 1�I EXISTING TO REMAIN CLEAR I---I IZ ROVOH OPE111NG WINDOW DIMENSION ° NEVI WOOD FRAME(L6. IOW FOUNDATION WALL TA6 TYPE MODEL n _ - - - OPENING �yFERm a W} DTX RFm 10• STL.WHEN AFFLIOABLEJ 1EIEIIT REOO'24' Z KEN FHR FIRE RATED ® MIN.(2)2"x4"5TF"MRAL HEI6fpf: WIDTH r--oNEI j- REOD,5.1 5F 0 f'"•'� '�9 wooD FRAME(L5.sTL. POST FOR a•WALLS A(21 DWBLE MJNG TW24alo =21-6 d': s:.'.r":-q'":�: 2'-i 1' s'd a• J - MEN APPLICABLE) (MIN.(2)2'N6'STRIIONRAL B N DOUBLEiIUNO T4210410 ''3W �'5,=0 "- F Y P05T FOR 6-WALLS),V.O.N. >}°_. �.:: 2'-I(B' 5'-0 01400P �O WA �jE RATED BI 0) DOUBLE-HUNG TK210410 9'-D,}': t,=:5'-6,�•''._ 21II j' Sb j• 6 0. 0. a mo MEN APPLICABLE) - - 0(3) DOI eu c-HUNG TN21062 21111 6�4 j° Z ,4- DOOR SCHEDULE.- - D(4) DOUBLEaMJN6 1'W3462 3 b - b-4 '•. - - -_ E(2) DOUBLE-PJN6 TW2432 2-b 3 4 2'3 g' B'-4}° Q W DOOR u-`MATERIAL El(2) TRANSOM TWT2410 2'-5 g' ' vo TAO DESCRIPTION MANIFAGTIRB2 .q', FIRE NOTES WIDTH HEIGHT O, �' •',, -;: RATING F N PIOTURE P4555 - 4 5 33}_ 4'-4 g" 5'-4 R' J d Y 4 -'D' FI() TRANSOM PTR4510 4 5 I-0 j -- 4'-4 J° 1'-0" QZ>:g BASEMENT R'Z N - - .`,. _ _. ,. --. _ 6(5) CASEMENT 020 - a o j 54� 4'-0. 5'-4�' LLW<D 001 SINGLE SWING TIED 5'-0' 6'-6' MATCH LATTICE - D: H(I) CASEMENT CN255 B-5�{°--: 5.5$ 9'-4 5y' S'-4�° C LD 002 SINGLE SWING TBD 2'-D° 6'-D' ICY DOUBLE-HUNG TY84510 "'..d-6,��-y .6-0,�:- 5--i�• &-o 003 SINGLE SWING 78D 2--D" 6'-6' J(5) vauBLE-fMJNb TW21042uj `_8-0•�j"�'. .4;;-4; •. 2'-u�• 4*-4�• 004 SINGLE SWIN6 TBD K(5) DOUBLE-NUNS TW210310 -0}' 2111 g W-0 9° D' 005 SINGLE SWING TBD 21-6° 6'-D° KI IE) TRANSOM PTR-1010 9'-O,�} ::}I'-0�'- 2'-11 3" 1'-0' V W L(1a) DOISLE-HUNG Tw21o42 •'a'a�•-,: .44'jq. 2111 g° a'-D 3• T S.F. !_ S J M(5) AWNING AD] FLOOR PLAN NOTES -y - N(U AMINO A41 F=4'-0°': ,- ,:2';,0,}•,> W-0- 2-0}• ODOOR NOTE' O(U DOUBLE-HUNG TW34910 .''�3'�b,�,t, I.INSTALL NEW INBY' DOOR3OR S GALLED OIlT ON PLANS BY',EiD-HEN'(OR EOIUAU. Mr 2.INSTALL NEN E%TBtIOR G'GR4 WHEN GALLED " B ON ANS BY TiERMATRU'(OR C-Q1AL). DO 9. OR (TYPE TO SELECT 4.INSTALLFER MAW WX S. PROVIDE(2)2'xD'HDR 'v a.5Fe PAGE Grog FOR ALLLL OTE FRAMING F N'-LUYj Ib'-T 4g' j' EFNENTS AROUND DOORS MP.FOR AW UOx STAIR 4 RAILING NOTE' O I. ALL NEW STAIRS SHALL 4 HAVE MAX 7-5/4'RI -{-5G3'—Y—SG2° 4 2°G 1 NIN IO"TF-RSE1R9 SHALL BE CL'S" 2. 42'X16N GUARDRAIL SPINDLE SPACING NOT TO ALLOW PASSAGE OF A4-P SPI: S6'NGH HANDRAL t SPINDLE SPAOMS NOT TO ALLOW PA55A6E OF A 4- A O 5RE:RE . TO RAIL A9 PER CODE '4 A. RALLINAWAS TO BE H 1 SMOKE DETECTOR/00 DETECTOR NOTES' - 2'-I 16'-O 4 O I.CONRRAGTOR SHALL PROVIDE CODE GONPLJANT NEH SMOKe/CARBON MONOXIDE COMBINATION DETECTOR , Q STOOP •B HARD WIRED TO EAOH OTTER W BATTERY BAGO,P. 2 MSTALL ALL A5 PER MAW.SPEG.b EXIST.FRAME 9.SMOKE DMK DETECTOR AN9 CARBON MONOXDE DETFtTOR M COMPLIANCE Will LOCAL CODE Iil Q O O4 WINDOW NOTE' o I.ALL NEW WNDOHS L DOORS SHALL EE I P S'i' 9'-R° 9'�i' D��✓j O'-O - = LA4@q@t!,DOVBLE191NB,OR GLIDING As NOT®); INSTALL AS PER MAW.5PEC.'9.FOR 4 1 ___ GEBSTITRIONS,SEE NORM IN'GLA55 WHO-S .._. .._.. ANDDOORS'ONPAGE0-2 FCASEF18 tT 'T"--._-. r.,_ WNDOW_ALL G9MM W.DI S SHALL HAVe NEW LIVING I I I I 1 I I 1 I I I 5TRAIGNT ANAI HINGE W!{FN ROOM 1 EI PI EI I I Q I 1 I I I � 2.IF D:A.BLe VUNB-ALL DEL.HMfi VpmYE TO TLT WASH \ = e i 4'P 4 e B.ALL GLAZING WITHIN ID'OF FF TO Be TH"IP.Pl. NEW DINING OPEN TO 4.SFP PAGE G-`T FOR FRAMING ELEMEMS ARMND NHOOW(TP.FOR ALLU UOx n 1 �C'1 MIRSTBBOCE`.ilE/ ABOVE 1 I LD truAlbl®11001.M ' _.._.J , L.._._.._.._.., 112 II4 D ri EGRESS NOTE' p bpi-J p N IN COMPLIANCE NTH NEW YORK STATE WI-PING I Ilg 553 ESS SHALL�FOLLOYPDOLLOWRiS N@AHS OF ITT ID'-I' o MODIFIED U NET OLEAR OFENIN6._..-..5.1 S.P. KITCHEN n I I 2 NET CLEAR HEIGHT.--...._24'MINIMUM NET CLEAR WIDTH:__.......W.MMIMUM PR WE HSPI 6A5 FIREPLACE UNIT.HOMBOY'J$� ® SELECT.CONVCtT AS FER MAWFAGNRER SPEGfi ._._._.._.._._._.._.._.._.._.._.._.._.._.._.._.._.._..J OVEN ® G PROVIDE ALL NE aSSARY VENTING TIBtwBH WALLS _L sJ._ ®. O O NEW L-AUNDRY ROOM, ®� PROJECT: 1. 6 2.COORO KA I.A.W.ROOM 4 DOOR DIW, 9.PROVIDE IIOOIC UPS A5 FF05 PER MAW. JIIT 106 j N RERISI DRYER EXHAUST NOTE, 7� g IT i EXIST,OREAT � A ry SiNROom ADDITION NEIH 1.MOT SHALL TERMINATE TO EMWROR I 109 108 2.MOT SHALL TERMINAT_MIN 4'0'FROM AW 'Q p O O lllJJl °yl l06 D MOT SIZE 5 S.MOT SHALL AS PER MANE, < SM/CO 5.MOT ION MOTS SH�NNOOfA MACKDRArr D N14N New MVD Roor4 R n I� } cE 1515 CALVES NECK ROAD CON—IOTION FLE%19Le TRASITON DUCTS—To R1`t R` °--- ! SOUTHOLD NY J 1971 CONTEST TIE DRYER TO TE EMIAVST MOT SYSTEM SHALL BE LIMITED TO 5NOLE LENGTIS,NOT TO N =6 FEE eAND SHALLg LISTED AND LAMM !s PA Y m 6.EXHAUfT MOM SHALL BE MIN ODW TIK RIGID 9'-I. 2b' NEW FOYER METAL w 51IO0TH IN`IBR-S AOE5 NTH JOINTS �� „� ,� I DRAWING TITLE: DUCTS SHALL NOT MFWNNINO IN THE TION OF AIR M�CONI t!D WTH SHEST-METTAL , J 4 A 14 A g'.6• 4 1 xR� 4 CAR6AIR�ASE g' PROPOSED FIRST FLOOR PLAN T.MAX LENGTH SHALL NOT EXCMD 25 FT FROM DRYER C�%lJ LOCATON W THE WALL OR ROOF TERMINATION.THE MAX LENGTH OF T MOT SHALL BE R®VGED 25OONTRIED 10' 9W 4 ) Z 9' O 5M/GO 101 M 116 FEET FOR EACH 4'BED AND 9 FEET FOR EACH 9O' l BENA.THE MAX LENGTH OF TIE EXHM5T DOT DOES y}T _ NOT INGLUM THE TRANSITION MOT. F ,Y PAGE: ONEN e*ww PAN SHALL BE INSTALLED K WR AL r � J 4 BI Ir� I` 4 B 4 G` 4 c• 4 C �Iy GI�RCUILALATbON C NOT VETT K� OORMANS�DOORRSSTTOO r WOR1.._.. 4 '-0• NL•=• g'-D' �'_1L�2T A-103.00 OUTDOOR SPACES A9 PER NYS IH CH.CODE SECTION r_._._.._.._.._.._. n.,_._.._.._.._.._._.._.._.� D-4" g'-6 g'-6• 2'-4' 9'-O' 4ME2E,INSTALL AS PER MAW.SPECS bra 4 I j l I Q PORTICOS ;' �'� ,� ❑® ❑® DATE'4/14%21 7OFIPD� ;� 'o L. .�II � L III I'-CI., 1 1'-1'-�Y Ib'-O• 2'-I l ({ nr (1!I `4L PROPOSED FIRST FLOOR PLAN G 1,560.2 S.F. HABITABLE SPACE;2,4.00 S.F. OR055 AREA SCALE,1/4"=I'-O" /` }� /�I a I ALL NEW WINDOWS SHALL BE ANDERSEN;INSTALL AS PER MAMI.SFEC:s.SEE PAGE-0-005'FOR NAILING 6 STRAPPING DETAILS. l/�I`(�Rl-11�. SYMbJO6. K�Y: ..SEE DOOR SCH D FOR ALL GLASS DOORS FROM SAME MAM.FA0,N2B2'• Q V _ EXISTING TO BE DEMOLISHED yH NEW PARTIAL HEIGHT ` WINDOW_ GHART .. a" _•. „' - ° - •° 28 F:ic=l WOOD FRAME(L,S.Sn. -EGRC-99 W p N EXISTING TO REMAIN WHEN APPLIGABLF,1 - `"-'' CLEAR J I- H�� .-H NEW FOUNDATION WALL TAG TYPE MODEL tl ROUGIL�OPEMNG-'; WINDOW DIMENSION OPENING TEMPERED Q La NEW WOOD FRAME(BLE F"-'� Ml Reap,20• W z Sn.WHEN APPLICABLE) WIDTH-,'.-, .'HE1Nitr' WIDTH HEIGHT HEIBHf R v, ..I° a' Z . OPEN REaD, Sn 9F. O y � NEW I-HR FIRE RATED ® MIN.(2)2'x4°STRUCTURAL A(2) DOLIDLE Himo TW24410 .T-6�", .-"�5'=0�'.,- :-2'-5 g° s'-O 3° J =z Y«9 WOOD FRAME(L.G.M. P05T FOR 4-WALLS WHEN APPLICABLE) (MIN.(2)2°X6•STRZTI.RAL - In.N B N DOUBLEiUN6 TW210410 .5-0..�! 5'-0�� 2'-II S'-0 J. a. a)0 POST FOR W WALLS),U.O HEW 2-HR FIRE RATED B1(1) DOUBLE4UNG TK210410 _v�3'-O'fy!7,:i 'S'-O]":' 2'-II°g' 5'-0 j' u p, a. woov FRAME(L_s.sn. WHEN AFFLICA5LE) - C(3) DOUBLEi9M6 TW21062 �3'-0,�'`;;, --_ b'^4�'�'..� 2-II 9' b14]° _ R1W DOUBLE-H)Nr V0462 3'-6'�' 6-_4 I� S'i$° b'-4 9° 2 Q DOOR SGf1EDU[:E DOOR -^MATERIAL M"" DOUBLE-H/Nfi TYd2452 3-8 _ '.,$'�4 2'si�° 9'-4 J' Z W TA6 DESCRIPTION MANUFACNRER -f-77t RFIRE ATING NOTES TRANSOM THT2410 < 2-6)4"_ _ t O 2'A 1' I.-V S CD p HEIGHT WIDTH - PICTURE P4535 4�i a-- 3 S� 4'-4 3° 9'-4 g• J VI- TRANSOM PR24510 �-S�°- 1-0 i 4'-4 3- I'-O' Z g z cm T'1 CASEMENT C255 4 O _5 5'�"- 4'-0° 5-4 g° LL LU 001 SINGLE SWING TED S'-0° 6'-b' -- MATCH LATTICE - ° - p - If)1x ei CASEMENT CN295 -s'-5}°-��,,"'_5'�'Q°'j 5'-4�• s'-4�" Ir= 002 SINGLE SWING TBD 2'-6° 6'-b• O DOUBLE-HJNG TP04510 .+'3'-6��',i .'`8\'O��• 9'-5�° b'-0�' rl p 003 SINGLE SWING TBO 2'-b- 6'-b' - J"pdi'( - DOUSLE4UNG TA210422'_I1�• 4'_4}• '�`Y` DOUBLE-KNG TPGI0310 ' 2,-jll�, 4004 SINGLE SWING TBD 510, 6' 'OOS SINGLE SWING TBD 2'�° 6'-6• TRANSOM PiR3010 '��Sb�'' IW)jT 2'-II9' 1'-0°DOUBLEHJN6 TW21042 2'-II 1' 4'-b J' ,SF. FW- V M(5) AWtIN6 A51 1.,.2-11�°.t^�:.'�' -0,�', 2'-II J' 2b I° U FLOOR PLAN NOTES '" _ " Q N N ANMING A41 !ti(•4'-0 _ 2'-0 4'-0" 2'-0 b° DOOR NOTE, ON DOUBLE-RING TV84510 ';s'-G"��;,'.'--,4'-0 k` W-Si g' 4'-0}'O I.OJT lEII INTERIOR DOORSY4ENWALLED OS L RAMS BUROR DOORS (OR EGWAU. 2.INSTALL NEWS BY 7OR ODORS WEN GALL. PIT ON PLANS BY,HERMATRU'(OR E(AlAU. 3.DOOR TYPE TO SELECT IR'-E('2 b'-l' �-va° 4.INSTALL A5 2 MAW9.PROVIDE I.)2SrB' R-U.N. ALL O 4.5E PAGE 6009 FOR ALL OTHER FRAMING EIEMENlS AROUND DOORS(TT'P.FOR ALL)UON. O STAIR!RAILING NOTE I. ALL NEW STAIRSRIM` SR."MAR T-0/4°R! •MIN 10•Tr-DRAIL 5FIN BE ZD AON 2. 42°TO NUARDRAIL�SPINDLE*0 SFIFB NOT IS ALLOW P 4.5 OP A 4'0 INS NO; H•- . TO HIGH H PAS5AL.SPINDLE SPICING NOT TO ALLOW PA55ANE OF A 4'O SPHERE CENTER OH S. RAILIN&GRI T RAIL A9 P133 LADE - RIDGE 4. INS TOO BE < gel• eb' S'-T ' O •KE DETECTOR/CO DETECTOR NOTES: I. g CONTRACTOR SHALL PR M CODE COMPLIANT RAILING SMOKE/WARBON MONOXIDE COM®INATION DETECTOR HARD WIRED TO EACH OTHER I/BATTERY SAC-. 2.INSTALL ALL AS PER MAMJ.' W.b T a.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR INCOMPLIANGEWInILOGALCOD2 ® WINDOW a yq WINGOYIS i DOORS SHALL BE CASB=@.T,DOUELE!#MG,OR 61.IDINN(A9 NOT®): I IN5TALL PER MAN 9R5 FOR j OPEN TO� 10' I'- I�HI2 O•.gyj• SUBSTITUTITI NEE ONS, NOO IN W M"EUF WIN T SFd-0W AND CHIS-A ON PANE N_002 IF CA RAM Z4 N - - -- --- - - -L 4 - 4 L- -- L 4 - 4 L L 4 4 L WMOOWS-ALL CSMNT WNOWS SHALL HAVE O� - - -IF Pa L ARM HINGE N BIL p r� 2.TIT KL IUNFi-ALL CBL.HJN9 YdmrB TOM NEW MASTER TILT W l BEDROOM I G.ALL GLAZING WITHIN ta'OF FF TO PE TEMP.6L. �S I � �� I 4.SEE PAGE 6003 FOR FRAMINN ELEMENTS ARL1A" j WINDOWS(TYP.FOR ALL)UOJI E6RESS NOTE, n M I I IN COMPLIANCE W TH HEN YORK STATE BUILDING D I OL. O 9 I CODE,SECTION R3102.II Tl1E FOLLOWING NEAN5 OP o EGRESS SHALL Be FOLLO . j a'-Oy] 6-Wy2 2- SWCO BEDRO M 2 BEDROOM 3 NET CLEAR OMMMS,__...5.7 S.P. NET CLEAR IEIGHT_._._..24'MINIMUM I M 4 M 4 4 M W NET CLEAR WITHH_—..20•MINIMIM ..-..-.-'•'( L.._.._.._.. en.w_ -r K PROVIDE NSW GAS FIR-ACE UNIT.0CMEOYAER TO j 9 2oD ® PPR ICE�N TEC55 AWNENMNST JWlS I SM/- 1 I$FY NEN1 F TO E%TEWOR I ' HALLWAY , 1 `A1/W 1 BEDROOM4 L 's p © a- I O 1 O 210 215 4 1.MA H 5H///CRT'HHD W 5 I 2O6 3O° rE01 PROJECT: 2.COORDINATE LAVND.ROOM 4 DOOR DIM.b r-5�•—'^-'�' 9.�1 HOOK UP9 AS REa5 PER MAW. 3'O• - I > - �� ° —° _ R ERISI i i_---_ 1 m S'-B' 6-.e 9'-9 9b' r. B'-0 .f�. '-T�{ /-t«/ a n _ E d - ADDITION DRYER EXHAUST NOTE. Y j •• 211 5IVC0 I.DUCT SHALL TERMINATE TO EMERIOR I �tv I L 2.MOTJItK LL TI3ThTINAM MIN.4`W FROM ANY 77 I � �,I i y Y OFFICE _ 2 '� uAI ENNeY ma 2Ie g.DUCT 512E AS PER MANU. J 4.DUCT SHALL SE DWIFPFD W A BAOKORAFT DAMPER Q I NEW WALK-IN 5.TRANSITION DUCT5 SHALL HOT BE CONCEALED WTHIN Oy, y 1515 CALVES NECK ROAD CONSTRUCnoK FLE>n TO TRANSIT"DUCTSSYST ro I LI ! Q ® 1 1 1 _ SOUTHOLD NY 11971 CONNECT THE DRYER T I THE EXHAVSr DUCT SYSTEM 1 j �W ® 214 N SHALL BE LIMITED O SINGLE LE ISTNS,NOT TO EXCEED D FEET AND SHALL BE LISTED AND LAB�ED I �' ��""^" • 21s 2" iV IN ACCORDANCE W TIT UL 215DA 1 )K KI K 4 K KI 4 k KI 3'LIN 2'LI b.EXHA T DUCTS SHALL BE MIN OAIb'THK RIGID L_______ p DRAWING TITLE: METAL W SMOOTH INTERIOR' ACM WITH JOINTS ..�.:+.. B'- e'-OJ4' S-a' bra RUNNING IN THE DIRECTION CF AIR FLOW M*M T TUB BATHROOM 5 DUCTS SHALL Nor BE COMECTED W TH SHEET-METAL I p BArH�M s 0. . ° PROPOSED SECOND FLOOR PLAN sWREH6 202 1Ju/, T.MAX.LCiGni SHALL NOT EXCEED 25 FT FROM DRYER 201 LOCATION TO THE KALL OR ROOF TERMNNTIO.THE N MAX LENGTH OF TIE,DUCT SHALL BE RWZW 23 _ T1,11- 4 FEET FOR EACH 45•BEND AND 5 FEET FOR EACH 90• ry Xf L 4 4 L L 4 4 L L 4 4 L �'� BET".TI@ MAK LENGTH OF THE EXHAIST PZT DOES NALP WALL NOT INCLIAB THE rRanslnoN Dlrr. p o'-qVz•• nt2y2 >4 ,o'-r.J'= PAGE: NEW F_:Qt+L5T FAN SMALL BB IHSrALLED WHERE "� • T VENTILATION IS NOT MET BY MEANS OF NATURAL O NEW M,AaTEP O CIRCULATION THROLri1 KHC W OR DOORS TO BATHROOM I O 9'-TVj lb' I'E' 12'-10' ,$e A 104.00 OUTDOOR SPACES AS PER Mrs MECH,CODE 5WTION 0 ,OS3231 INSTALL AS Rat MARL.51'EC9 - s DATE:Ti2/14%21j - Jf$',OFDD K KI If% ��® `r, .,✓ ,I y�.6, 1O'-I• _ SOW A.- + \{ 4 Imo___ _ III J •. 0 5 10 YU PPIOP05ED SECOND FLOOR PLAN a 1,867.4 S.P. HABITABLE SPACE;2,016.5 S.P. OR055 AREA SCALE,1/4'=r-0° SITE PLAN HATCH KEY: PrA PROPOSED BUILDING ADDITION FLOATIN * PROPOSED VERTICAL. ENLARGEMENT G DOCK r W Z O PROPOSED COVERED C LL1 r"I PORCH/STOOP 8 FOOL TOWN cr- � z FADE <E""r : O m z 0) Y 0 SITE LAYOUT NOTES: FROPOSED 2ND STORY FRAME ADDITION AND 2 STORY FRAME -Q®I '®� PROJECT LOCATION &SCOPE Lo m SITE PLAN &ZONING DATA �" I. THIS IS AN ARCHITECT'S SITE PLAN a IS ADDITIONS TO EX I STI NO HOUSE AND O ARAOE. PROPOSED z SUBJECT TO VERIFICATION BY A LICENSED 0 SURVEYOR. THE INFORMATION IN-OROUND POOL. PROPOSED HYDRO-ACTION AN400 I/fir ONTS. REPRESENTED ON THI5 SITE PLAN IS TO THE F- ARCHITECT'S BEST OF KNOWLEDGE. -®®�•®® GENERAL NOTES Z w 2. SURVEY INFORMATION WAS OBTAINED J_ 00 2'I.a3 S ENERGY TABLE -� FROM A SURVEY DATED SEPTEMBER 1-7, STRUCTURAL DESIGN CHARTS > 'a' O ��4•g9, J 2021 AND PREPARED BY: Z (D BARRETT BONAGGI 8 VAN WEELE, PG ®®®�•®Q HOLDOWN, ANCHOR BOLT, �"I O Q FROJEGT DATA : STRAPPING z \ 36S w 175A COMMERCE DRIVE & NAILING DETAILS z Z i p, HAUPPAUGE, NY 11788 , - ` TELEPHONE: (631) 435 IIII FASTENING SCHEDULE U W Fo�F of 3$ PROJECT / ZONING DATA O-004•00 FRAMING GRAPHICS ti = LO BEAM CONNECTION O Q PATTERNS TAX MAP # 1000-63-�-37 FIREBLOCKING DETAILS ZONING DISTRICT R-40 NC .®® PROPOSED DEMOLITION PLANS W LOT AREA Ob ACRES MEAN �s47°3a'lo°E _26.03' --- WATBR (ELI6�8) _ _ _ _ _ _ - _ _ Y4 CofO -ONE FAMILY DWELLING NO. Z12081 NOV. 25, Ia83 �- - ' LINZ pF - - - - ��w GofO -ADDITION No. Z-15221 JAN. 27, 1a87 o�B � �®(®� •®® PROPOSED DEMOLITION PLANS V RIS I J (, J NOTE: 2 - - _ ( - MB GofO -DECK ADDITION No. Z-15222 JAN. 27, 1a87 I. FLOOD MAP DATA: '--_ AN H16 O a MAP #: 3610300166H - - - - - TONF Wq -_wAr H_�__ o0 MAP DATE: Oa/25/200a LL --- �•8) FEMA FLOOD ZONE X 4 VE (EL 89 FLOOD ZONES: X $ VE (EL 8) - _ - - - - - - - - - - - - - _ - - - Q�•Q® PROPOSED FOUNDATION PLAN \ 2.SITE PROTECTION/51LT FENCING TO BE _ _ _ _ _ _ - - _ _ , WETLANDS DISTRICT PENDING INSTALLED AS REQUIRED BY THE TOWN OF 6 _ _ _ - - - - - - - - - - - - - _ - - - - - - - - _ _ _ _ � ' ' _ ' 6 \ , SOUTHOLD. 8= _ _ ZONE VE (EL &)_ -_ - _ - - - _ _ - - - DECDISTRICT g N.J. ZONE X - - ' _ - _ _ 1O SUFFOLK COUNTY HD APPROVAL PENDING 4 BEDRM. 3. SURFACE WATERS OR WETLA�iDS ARE to - _ _ _ w _ - _ � _ _ ' � � - - LOCATED WITHIN 300' OF THE PROPERTY. - 0 ' _= _ - - - / -- ---- - - Q�•® � PROPOSED FIRST FLOOR PLAN 4. ELEVATIONS REFERENCE NAVD 1a88 Iz 14-1 _ _m - - _ _ _ _ _ _ - - _ - ' I� HABITABLE SPACE EXISTING PROPOSED rp�\d - Q= - _ _ BASEMENT AREA O S.F. 142 S.F. PLANTER - - - - - - - - Q� •®� PROPOSED SECOND FLOOR PLAN MOOD 8Q R p. N S�pA r per_ J ' 1 FIRST FLOOR AREA 1,2a4 S.F. 1,542.1 S.F. HAY BALE_5 AN OR LIT FENCING F m - "LIMITS OF GLE RING, G .A fNG, 8 GROUND DISK �� 14 SECOND FLOOR AREA 788 S.F. 1844.0 S.F. _ - �__ 431.1b5 36TT �j �-- to Dw / \ S PS 4 LAND GS a.nr I 1- ��/ - �� ,' 1 TOTAL BEDROOM COUNT 3 4 03_°' _ DMtlC 9tGMN IO.M ° o O 1 PROP. T _ .® P R P S E R O F LA 4 x cv /0 LOT COVERAGE - PROP. S<p 1 I PROP. STOOP � OUT '��` �B I6.6 SHOYyE PROP. POOL DESCRIPTION (FOOTPRINT) AREA LOT -20 •0 PROPOSED EXTERIOR ELEVATIONS ►"IEAN �RQM _ 151, 3'xl7' .� EQUIP. w/ COVERAGE HIGI y,� R _ 18.4 Q EXIST. ' SCREENING z ` (V DECK - 10' I TOTAL LOT AREA 26,a54.0 S.F. N MIN EXISTING FRAME DWELLING -- �u p PROPOSED 3�a X ROP. C� PROP. RE AINING WA L (w/ REDUCED FOOTPRINT) 1,7o2.a S.F. 6.3g6 A-202•01 PROPOSED EXTERIOR ELEVATIONS 6 2ND EXISTING X 2ND O z KkTM IN'J ALE mom mil. I STORY 1 2 STORY FRAME HOUSE STORY_O EXISTING DECK 613.0 S.F. 2.3�0 3 GARAGE EXISTING PLANTER 7a.0 S.F. 0.5% Q `°"�"��'�`,�,��, m (4 BEDROOMS) o -= =NIEPN EXISTING FRAME WALK (ON LOT) 174.6 S.F. 0.6% z -100 1a.3 m F.F. EL.=195A' /pao O F .® BU LDING SEC IONS a MEAN_H��RWm = -15.0' 3;u�/ 6 t- N OAR. EL.=17.8' a p j� a PROPOSED COVERED STOOP 50.0 S.F ��.24� z R // - - / N Q/ O 00 PROPOSED COVERED PORCH 80.5 S.F. I 0.33b W �f // PROPOSED 32.6' 1 / 11.2'/ m WO 1 PROPOSED ADDITION 674.0 S.F. 2.5% � z NEW GAS �1 O� 2 STORY i NEW - 0 0 - cq/ ADDITION J� _ Q� I 33•q PROPOSED POOL 600.5 S.F. 2.2Y METER _ G.O. 10.0' -= I l _ GV 1 � -- _j 1_ �� `� PROPOSED REAR 8 SIDE STOOPS � 71.7 S.F. 0.3Y - ® •®� DESIGN DETAILS � � D / PORCH I 18� PROP. I- _ _ PROPOSED OUT SHOWER 17.4 S.F. 0.1% 20.2' _ APPROX. LOCATION OF 1�a-0 I PORTI O ( - _ , FROM R EXIST. SEPTIC SYSTEM; I I� = _ _SO N y�A TOTAL AREA OF ALL STRUCTURES 4063.3 S.F. 15.1% w TO BE REMOVED PER - N SGDHS STANDARDS j i I NEW HYDROT p vv I "MAXIMUM LOT COVERAGE ALLOWED - 209b , M� N 1 ACTION w�' -�®2 .®® DESIGN DETAILS o 0 J_ GATE i O I Q 16 AN400 I/A I Q / REQUIRED SETBACKS - MAIN BUILDING 1 i PROP. FTJ O OWT5 ' o° i o ° z - -- - - - -- - --- PROJECT: fj- m O - - - `-� 0_ I-U° m 4 REQUIRED EXIST. PROPOSED COMPLIES -jQ( •�Q PROPOSED INTERIOR ELEVATIONS RERISI DWELLING vV BATHROOMS & KITCHEN I I (L FRONT YARD 40.0' 7a.3' 68.a' YES ADDITION DWELLING E I , I J O p PUBLIC WATER PUBLIC WATER I � � � � , Q � ---- - -- - --- /PROP. NEW I 20.0' o SIDE YARD I5.0' 13.8' 15.0' YES w TEST 1 Eip• - I L.P. / j m , Il.o' -jQ�•®Q PROPOSED INTERIOR ELEVATIONS - O H LE '1 s� O BOTH SIDE YARDS 55.0' 4a.5' 47.7' YES fl EL.=1 .2'� ` II , ;' NEw 20"� POLYLOK N 1515 CALVES NECK ROAD of I , D15T. BOX (2 MIN. REAR YARD 50.0' 86.5' 86.5' YES SOUTHOLD NY 11971 NEW 1 1 / j FROM L.P.) zl I O L.P. �� /.V•j QF- �_� EXIST. BURIED I W 2'1 �� '3 w /t'ROP� ELEC. LINE TO BE �- ® � .®� PROPOSED STRUCTURAL PLANS �o of � i N ( POOL , O RELOCATED DRAWING TITLE: PtL ROP I ,�� x PROJECT LOCATION & SCOPE 4 I DW SITE PLAN & ZONING DATA /�• PROP. 4' H. POOL � '�, ENCLOSURE FENCE s �� ° r �- 02.®� PROPOSED STRUCTURAL PLANS I WATER 266' (LINEAR FEET) ® 1L I UTIL. /� METER HYDRANT 1 POLE t 1,554' - I �° 9� - 0�•®� PROPOSED STRUCTURAL PLANS PAGE: N47°OS'I0"W 123.45' A p oa ® . Ol G S G K ROAD `'�� - 0�•Q PROPOSED STRUCTURAL PLANS mJ fg h9RT s, v s b 20 50 .b R DATE: 12/01/22 1 OF 24 0 3 SITE PLAN ,��x,� �Pp Ro �-I Q I •®® DWV/WATER SUPPLY RISER DRAINAGE SYSTEM CALCULATIONS DRYWELL/DRAINAGE STRUCTURE NOTE: SCALE: I" = 15'-O" Inc^ GAS RISER DRIVEWAY AREA= a-75 S . Ft. A MINIMUM 10 SEPARATION IS e� r. �M q15 SCL. Ft. X 0.1-7= 166 .,� REQUIRED BETWEEN WATER SERVICE c e°� wrsrnn�Ro. 5n, z `� 166/42.2= 5.q VERTICAL FT. OF 8' DIA POOL REQUIRED LINE/LATERALS/MAINS/SEPTIC/LEACHING �� "'<<r Rb ,� 133 E-I 0 I .00 PROPOSED ELECTRICAL PLANS wa�,Z,a ,4 , c�'�► /SEWER AND THE EDGE OF ALL s SUBJECT ,, cn PROVIDE (I) 8' DIA. X 4' STORM DRAIN POOL STORMWATER DRAINAGE LEACHING o� �. '` PROPERTY BASEMENT& FIRST FLOOR STRUCTURES 7 K R� F ® A%, CALVE! t DRAINAGE SYSTEM CALCULATIONS � /�/ PROPOSED ELECTRICAL PLAN •p,, 0 ROOF AREA= 2,550 Sc[. Ft. LEADER NOTE: � ' i ' ///�J n ++ y _ CONNECT ALL LEADERS COMING s°% SECOND FLOOR IB�JILD NG DE , � � �•-•�-••'"' �0 2,550 Sc,. Ft. X O.I�- 450.1 TOWN Sp i� , 451/42.2= 10.2 VERTICAL. FT. OF 5' DIA POOL REQUIRED DROwE UTTERS TO NEAREST L. LOCATION MAP PROVIDE (5) 8' DIA. X 4' STORM DRAI11 POOLS SCALE: NTS - ALL NEW WINDOWS SHALL BE ANDS SEN; INSTALL AS PER MANU. SPEC.s. 5EE PAGE 0-003 FOR NAILING PIPING DETAILS. / �/ DOOR SCHEDULE **5EE DOOR 50HEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER" I `F OEERAL 5 I�/ IC M50L E I - - -= - -- - - - WINDOW CHART -- -- - 0- DOOR MATERIAL - - - - --- Q U NEW PARTIAL HEIGHT -_- _--- - -- EGRESS 0 ~ O EXISTING TO BE DEMOLISHED { WOOD FRAME (L.G. 5TL. TAG DE50RIPTION MANUFACTURER p J N FIRE NOTES ROUGH OPENING WINDOW DIMENSION CLEAR W Z O - "-1 WHEN APPLICABLE) WIDTH HEIGHT O Q RATING TAG TYPE MODEL # OPENING TEMPERED J -.-__ WIDTH REOV: 20" EXISTING TO REMAIN � � O - -� - - HEIGHT REQ'D:24" ' WIDTH - HEIGHT , WIDTH HEIGHT OPEN REOV: 5.'1 5.F. Q W �: 5TL. 4 0ND FRAME APPLICABLE) TA NEW FOUNDATION WALL r - - - - -- - - ` - BASEMENT A (2)� DOUBLE HUNG TW24410 2'-6 �" 5'-O-� 2'-5 5'-O �� Z NEW I-HR FIRE RAI7ED MIN. (2) 2"x4" STRUCTURAL Z 001 SINGLE SWING TBD 3'-O' 6-8' MATCH LATTICE B (I) DOUBLE-HUNG TW2l04lO 3-O 5-O 2-II 5-O J = WOOD FRAME (L.G. 5TL- © POST FOR 4 WALLS �L - „ � J WHEN APPLICABLE.) (MIN. (2) 2"xb" STRUCTURAL ---- -- _ 32 POST FOR b" WALLS), U.O.N. 002 SINGLE SWING TBD 2'-8" 6_5.. - O O - BI (U DOUBLE-HUNG TW210410 1 3'-O �" � 5'-O �" 2'-II �" 5' O �" v � � � NEW 2-HR FIRE RATED - - G (3) DOUBLE-HUNG TW21062 3 0 1 6-4 2 11 b-4 v L 0 0 WOOD FRAME (L.G. 5TL. 005 - RESERVED _- in � WHEN APPLICABLE) -- L -- - - - -� -- L-1 - D 4 - 8 I ( ) DOUBLE-HUNG TW3462 3'-b b-4 3-5 b-4 Z d' m 004 I SINGLE SWING] L::==-- rBD 3'-O" 6'-8" �I ILJ �� O ' LLL IIJJLL l - l _::::] L --- E (2) DOUBLE-HUNG TW2446 J 2'-6 �" - 4'-8 2'-5 4'-8 �" Q 005 SINGLE SWING TBD 2'-b" FLOOR PLAN NOTES I I F (1) PICTURE P4246 4'-3 �" 4'-8 4'-3 4'-8 Q J q I. MIN. 550 # CAPACITY 1. __- $ J 00 DOOR INSTALL INTERIOR DOORS VNHEN GALLED OUT ON NEW ATTIC ACCESS - PULL DOWN STAIR: l 1_�_ 4'- 5'-4 "CASEMENT GW255 q' -I 5-5 F- f PLANS BY 'JELD-WEN' (OR EQUAL). 2.SIZE TO FIT MEGH. EQUIP. THROUGH 111111 - O 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT ON OPENING (MIN. 22"x30") H (I) CASEMENT GXWI55 3'-O 5'-5 "-� 2'-II 5'-4 ..I PLANS BY THERMATRU' (OR EQUAL). 3.1 HR FIRE RATED 3.DOOR TYPE TO SELECT 4.DBL. FRAMING WHEN NEW OPENING --][ - - - O 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR WALLS 5.INSTALL AS PER MANU. SPEG.'s �:2) DOUBLE-HUNG TW34510 3'-b �" �6'-O �" I 3'-5 b'-O Q Z 5. INSTALL AS PER MANU SPEG.'s b.CONSULT H.O. FOR PRECISE LOCATION I ri 6.PROVIDE (2) 2"x8" HDR.,U.O.N. OF ACCESS-1. SEE PAGE 6-003 FOR ALL OTHER FRAMING J (2) DOUBLE-HUNG TW21042 3'-O �" 4'-4 2'-II 4'-4 " ELEMENTS AROUND DOORS (T1'P. FOR ALL) U.O.N. NEW GAS METER; INSTALL - - - Lo ir Tl to PER UTILITY GO. STANDARDS K (3) DOUBLE-HUNG TW21052 3'-O �" 5'-4 �" 2'-11 5'-4 �" Lo STAIR 8 RAILING NOTE: 2 I. ALL NEW STAIRS SHALL HAVE MAX.-7-5/4" RI O d MIN. 10" Tr - RISERS SHALL BE CLOSED KI (2) DOUBLE-HUNG TW21052 3'-O �" 5'-4 �" 2'-II �" 5'-4 �" v 2. 42" HIGH GUARDRAIL d SPINDLE SPACING II FOUNDATION O KALL OPENING:MASONRY OPENING IN FOUNDATION NOT TO ALLOW PA55A0E OF A 4" (p SPHERE; �„ 36" HIGH HANDRAIL SPINDLE: SPACING NOT L (8) DOUBLE-HUNG TW21046 3-O 4'-8 �' 2-I 18 4-8 gT" --- TO ALLOW PA55A&E OF A SPHEREFREEZE PROOF HOSE BIB: _1E W 3. 6RIPPABLE RAIL AS PER CODE 12 FASTENED w/MASONRY ANCHORS (PRECISE LI (b) DOUBLE-HUNG TW3046 3'-2 �" 4'-b gT" 3'-I 4. RAILING TO BE WOOD. LOCATION T.B.D. IN FIELD - CONSULT w/OWNER) - --- SMOKE DETECTOR / GO DETECTOR NOTES: O I. CONTRACTOR SHALL PROVIDE ;ODE COMPLIANT NEW MECH. AREA: M (5) AWNING A31 3 O 2-O SMOKE /CARBON MONOXIDE COMBINATION DETECTOR 13 1. WALL HUNG NAVIEN NHB-150 BOILER 4 NAVIEN V HARD WIRED TO EACH OTHER w/BATTERY BACKUP. Nf'E21052 DWH Nl (I) AWNING A41 4'-O 2'-O 4'-O" W 2.INSTALL ALL AS PER MANU. SPEO.'s 2.BASEMENT LEVEL HYDRONIG AIR HANDLER 3.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR l l RWIPO6A361'INAA (OR EQUAL) S �' 2'-5 -I'-4 " IN COMPLIANCE WITH LOCAL CODE 3.ATTIC LEVEL HYDRONIG AIR HANDLERS O (3) DOUBLE-HUNG -- TW2472 2'-6 7-4 - - - V J RWIP04A2414NAA (OR EQUAL) P _ -Ii(I) DOUBLE HUNG TW3446 3 6 � I, 4'-8 WINDOW NOTE: 4.INSTALL A5 PER MANU. 5PEC.'s - 5. F.A.I. THROUGH WALL O I. ALL NEW WINDOWS 4 DOORS SHALL BE ANDERSEN CASEMENT, DOUBLEHUNG, OR GLIDING(A5 NOTED); 6.FLUE THROUGH WALL 'I. MAINTAIN 30"x30" CLEARANCE IN FRONT OF Q N Q INSTALL AS PER MANU. SPEC.'S. FOR MECHANICAL UNITS AS PER NY5 MG 306.1 m fn SUBSTITUTIONS,SEE NOTE #q IN "GLASS WINDOWS 8.MAINTAIN ALL APPLICABLE VENTING AND DOORS" ON PAGE 6-002 IIF CASEMENT CLEARANCES REQUIRED PER NY5 MG b04. WINDOWS - ALL GSMNT WNDW5 .SHALL HAVE STRAI6HT ARM HINGE WHEN TYPICAL MECHANICAL ROOM NOTES: I 43'_gl�.2 2.IF DOUBLE HUNG - ALL DBL. HUNG WNDWS TO BE ITILT HASH . FOR NO. FR. FLOOR - PROVIDE 1/2" GONG. BD. BY 1A Q 3.ALL GLAZING WITHIN 15" OF FF TO BE TEMP. GL. FOR A K" (OR EQUAL) 2. FOR AD. FR. GLG. AND/OR WALLS - PROVIDE (I) - - _ 4.SEE PAGE G-003 FOR FRAMING ELEMENTS AROUND in - - - - - - - - - - - - - - - - - - - \ WINDOWS (TYP. FOR ALL) U.O.N. - PROVIDE (2) 2"x8" LAYER OF 5/8" TYPE "X" GYP. BD. UL U305 (OMIT ON , p HOR. U.O.N. GONG. ]HALLS) u�Q I LINE OF ABOVE EGRESS NOTE: 3. WHEN NEW, INSTALL FURNAGE/BOILER AS PER MANU. E RE55 NOT WITH NEW PORK STATE BUILDING SPEO.s AND AS PER NYS MECH. AND FUEL GAS CODE r - GORE,SECTION R310.2.1;THE FOLLOWING MEANS OF 4. COMB. AIR VOLUME AS PER MANU. SPEG.'s - PROVIDE Fj EGRESS SHALL BE FOLLOWED: FRESH AIR INTAKE FROM EXTERIOR 8'-I" 8'-I" I 5. MAINTAIN OR PROVIDE FURNACE/BOILER ELECTRICAL I 1 REPLACE EXIST. LATTICE REPLACE EXIST. LATTICE-/ EMERGENCY SHUT OFF SWITCH - - - - - - - - - _ w/NEW AZEK LATTICE w/NEW AZEK LATTICE 1 NET CLEAR OPENINO........... 5.�f S.F. []: - - - - - - - - - _� NET CLEAR HEIGHT............... 24" MINIMUM 6. FOR OAS SERVICE,PROVIDE OAS SHUT OFF SWITCH I I 001 NET CLEAR WIDTH................. 20" MINIMUM 1. LOCATE MECH. EQUIP. TO ALLOW FOR PROPER s I I I I CLEARANCES AS PER CODE , PROVIDE NEW 6A5 FIREPLACE UNIT. HOMEOWNER TO 8. PROVIDE 3" FLOOR DRAIN d CONNECT TO SANITARY iV U5 SELECT. CONNECT AS PER MANUFACTURER SPECS; SYSTEM AS PER NY5 PLUMBING CODE PROVIDE ALL NECESSARY VENTIN.6 THROUGH WALLS TO EXTERIOR;VERIFY CLEARANCES TO ALL OPENINGS. I I = I4 ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405 � EXIST. NEW LAUNDRY ROOM: Ip GRAWLSPACE O I. NEW WASH /GAS DRY HOOK UP (V�, TYPICAL BATHROOM NOTE: 2.COORDINATE LAUND. ROOM $ DOOR DIM.'s IS Q w/SIZE OF EQUIP. I. WALL BOARD I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN I Z I 3.PROVIDE HOOK UPS AS REQS PER ALL BATHROOMS i REPLACE EXIST. 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND TUB SURROUNDS I LATTICE w/NEW > DRYER EXHAUST NOTE: 2. SHOWER FLOORS I AZEK LATTICE I � I. DUCT SHALL TERMINATE TO EXTERIOR 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON I UNLOCK DURA-HOLD Z 2.DUCT SHALL TERMINATE MIN. 4'--0" FROM ANY 2.2. CONCRETE MUD-SET(SLOPE 1/6" PER FOOT I I P RETAINING WALL OPENINGS TOWARD5 DRAIN) UPON _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 3.DUCT SIZE AS PER MANU. 2.5. WATER PROOF MEMBRANE To COVER SHOWER - - - - - - 4.DUCT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER FLOOR,WRAP DRAIN 4 ATLEAST IS" UP WALLS AGGE55 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN O CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO 3. ADD WATER SYSTEM DRAIN IN MEGH. AREA,TO CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM DRAIN SYSTEM. 002 I 10'-O" V SHALL BE LIMITED TO 51NOLE LENOTH5,NOT TO ADD DEHUMIDIFIER DRAINS IN BASEMENT, MAIN EXCEED 5 FEET AND SHALL BE LISTED AND LABELED AREA AND LAUNDRY ROOM I3 IN ACCORDANCE WITH UL 2158A. NEW HYDRONIG Z 6.EXHAUST DUGT5 SHALL BE MIN 0.0I6" THK RI61D I AIR HANDLER METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS NEW WOOD FLOOR: NEW (REPLACEMENT) U 0 RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST Ib I. EXISTING FINISH FLOOR TO BE REMOVED Q N EXIST. HOPPER WINDOW - DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL 2.EXIST. PLYWOOD SUBFLOOR BENEATH TO REMAIN; �p x EXIST. U1 EXIST. BASEMENT 2'8"WXI'2"H AWN. w � SCREWS VERIFY INTEGRITY OF EXISTING MEETS MINIMUM tt1 m GRAWLSPAGE 3 STORAGE -7. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER CONSTRUCTION STANDARDS 4 PLYWOOD IS IN GOOD cv - LOCATION TO THE WALL OR ROOF TERMINATION. THE: CONDITION;(GLUE d SCREW) SCREW PERIMETER OF Q 5 Co N N MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 SHEATHING 4" O.G. ✓f 12" O.G. ® INTERIOR. W 0) FEET FOR EACH 45" BEND AND 5 FEET FOR EACH q0" 3.NEW WOOD FLOOR;HO TO SELECT - PROVIDE GLUE ON z H N BEND. THE MAX. LENGTH OF THE: EXHAUST DUCT DOES ANY FLOORING WIDER THAN 55' (TYP.) 3� I Q rn NOT INCLUDE THE TRANSITION DUCT. 4.BEDROOM TO BE CARPET READY. WOOD FLOORING AT Z Q +-, OFFICE AND HALLWAY. I z NEW EXHAUST FAN SHALL BE INSTALLED WHERE I7 NEW TILE FLOOR: II p_ Q PROJECT: OVENTILATION IS NOT MET BY MEANS OF NATURAL I. NEW TILE FINISH (H.O. TO SELECT) UPON - N J NEW CIRCULATION THROUGH WINDOWS OR DOORS TO 2.ONE LAYER THIN5ET(LEVELED PROPERLY) UPON OUTDOOR SPACES AS PER NY5 MEGH. CODE SECTION 3.NEW #" DUROGK GEMENTBOARD;OR MUD TO LEVEL UPON Q r BASEMENT 403.3.2.3; INSTALL AS PER MANU. SPECS I PROVIDE I O O O O 004 ^FINISHED^ I R E R I S I 4.EXIST. J" PLYWOOD 5U5FLOOR BENEATH TO REMAIN IF IN ';� I AGGE55 I -HEATED-, 600D CONDITION;(GLUE 4 SGREI^U;SCREW PERIMETER .D II --3'-O"-�IE=1 -TILE I I 1O � ADDITION OSHOWER ENCLOSURE NOTE: OF SHEATHING 4" O.G. 8 12" O.G. ® INTERIOR. v Q -'O O I ^T-6" GEILIN6- 5 8 I. ALL SHOWERS SHALL BE FULLY ENCLOSED " GLASS W/ 5. HYDRONIC RADIANT HEAT THROUGHOUT FIRST FLOOR = t(1 I NEW LAUNDRY A-401 HINGED DOORS. PROPOSED 6 ROOM 2 Q GRAWLSPAGE 12 I II 1515 CALVES NECK ROAD 18 FIRE RATING GARAGE'WALL5 AND CEILING = 6 ■ L 3'-2" in- I. PROVIDE TYPE X FIRE RATED GYPSUM TO I SOUTHOLD NY 11971 ALL WALLS AND CEILINGS AT ATTACHED GARAGE ® ® 2 3 MASONRY PATIO ABovE. ,_ SM/Co �CE Q I DRAWING TITLE: v MODIFIED 2 _� I I I - -- - NEW PROPO5ED EJECTOR PUMP SYSTEM W _ O GAR GARAGE OM 4 SH ' R = I > I PROPOSED FOUNDATION PLAN 0. IL I I UP ELECTRICAL PANEL 4' V • I O 4 p = -SLAB ON GRADE- NEW HOPPER WINDOW NEW HOPPER WINDOW �a I 2'b"WXI'2"H AWN. 2'6"WXI'2"H AWN. • o - - - - - - - - - - - - - - - - - - - - - - - J IL AL ON 4 MASONRY PATIO ABOVE I - - - - - - _ - - - -_- J PAGE: Q APPROX. A-401 AREA OF Q WASTE LINE ;✓ I I INEW 46"W x 15"D INCOMING WATER _ NEW 46"W x IS"D . TO I/A OWTS x 24" H in J x 24" H WATER SERVICE 0 1 WINDOW WELL ( I WINDOW WELL BELOW N E l Q f� JIT o - - - - - - - - DATE: 12/01/22 7 OF 24 I .2 CENTER CENTER ON EXISTING FOUNDATION O r� lb'-O" CENTER Q •' • 5,��,FtED Ap ^2'x18' GONG. PRONE _ ? y`; ��• A n 20'-2y2" I b'-I" 32'-1° <IL Cfj I Ki Q 0 5 10 20 ry FROPOSED FOUNDATION PLAN GRAPHIC SCALE 142 S.F. HABITABLE SPAGE; 1,05-1 S.F. CROSS AREA SCALE: 1/4" = 1'-0" ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. SPEG.'s. SEE PAGE "6-005" FOR NAILING $ STRAPPING DETAILS. ERAL1� DOOR SCHEDULE " SEE DOOR SCHEDULE FOR ALL GLA55 DOORS FROM SAME MANUFACTURER** O �l I " I ----- -- WINDOW CHART - V DOOR MATERIAL EGRESS Q EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHTcp - - WHEN APPLICABLE) - _ - F_ � Z O WOOD FRAME (L.6. STL. TAG DESCRIPTION MANUFACTURER p -� N FIRE NOTES ROUGH OPENING WINDOW DIMENSION CLEAR W � N O TAG TYPE MODEL # OPENING EXISTING TO REMAIN N. RATED - " WIDTH HEIGHT � Q T G O w � 45 I WIDTH REQ'D: 20 TEMPERED -- � O SELFI GLoS N6 WIDTH HEIGHT WIDTH HEIGHT HEIGHT REV: 5.1" NEW WOOD FRAME (L.6. NEW FOUNDATION WALL � ��I OPEN REQ'D: 5.-i S.F. Q W � STL. WHEN APPLICABLE) A (2)� DOUBLE HUNG TW24410 2'-6 �" 5'-O 2'-5 5'-O �" � m Z i FIRST FLOOR - -- - -__..��__ -- NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL O Z - - - - ® POST FOR 4 WALLS 101 SINGLE SWING TBD 3'-O" 8'-O" • • (2) 12" SIDELIGHTS B (I) DOUBLE-HUNG TW210410 lr 3'-O �" 5'-O 2'-II 5'-O �" -j _ WOOD FRAME (L.6. :STL. - -- --- JL WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL -- - - - - _ - -_- - - -� �--- BI (I) DOUBLE-HUNG TW210410 3'-O 5'-O �" " Y P05T FOR b" WALLS), U.O.N. =10:2 SINGLE SWING TBD 2'-b" 8'-0" C a �[ 2-I I S-O v NEW 2-HR FIRE D ---- - - _ O WOOD FRAME (L.6. STL. TO MATCH G (3) DOUBLE-HUNG TW21062 3'-O �" b'-4 8" 2'-II 6'-4 a 00 -- - CL 'o Im 103 SINGLE SWING TBD :2'-4" 8-O" • KITCHEN I' - �� WHEN APPLICABLE) CABINETS D (4) DOUBLE-HUNG TW3462 3'-b �I b'-4 3'-5 b'-4 " I 104 SINGLE SWING TBD 2-8 8-O I • - ---- I =� E (2) DOUBLE-HUNG TW2446 2'-b �" - � 4'-95 2 5 4 8 2 Q _�l FLOOR PLAN NOTES 105 SINGLE SWING TBD 2'-b" 8'-O" I EF �ffl _ PICTURE :P4:2464'- 4'-3 4'-8 �" W( - oo DOOR NOTE: NEW ATTIC ACCESS - PULL DOWN STAIR: 106 POCKET TBD 3'-O" 8'-O" • - J Oj I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT ON O I. MIN. 550 # CAPACITY - - G (3) CASEMENT GW255 4'-q" 5'-5 4'-8 5'-4 " PLANS BY 'JELD-WEN' (oR EQUAL). 2.SIZE TO FIT MECH. EQUIP. THROUGH -- ____- __ Z � O , " 2.INSTALL NEW EXTERIOR DOOR.5 WHEN GALLED OUT ON OPENING (MIN. 22"x30") 101 SINGLE SWING TBD 3'-O" 8-O • • H (I) CASEMENT GXWI55 - 3'-0 " --- 5'-5 gg' PLANS BY 'Tl•fERMATRU' (OR EQUAL). 3.I HR FIRE RATED -_ _ � S� 2-I I � 5-4 � -- 0 3.DOOR TYPE TO SELECT 4.DBL. FRAMING WHEN NEW OPENING --- 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR WALLS 5. INSTALL AS PER MANU. 5PEC.'s 108 SINGLE 5WIN6 TBD 3'-O" 8'-O" �II o �:2) DOUBLE-HUNG TW34510 3'-b �" b'-0 �" 3'-5 b'-O -- Q }: 5. INSTALL AS PER MANU SPEG.'s b.CONSULT H.O. FOR PRECISE LOCATION - - - - - �� -----_- _�' --- - Z b.PROVIDE (2) 2"xW HDR.,U.O.N. OF ACCESS 109 SINGLE 5WIN6 TBD 3 O �'-O" • • J (2) DOUBLE-HUNG TW21042 3'-O �" I 4'-4 2'-II 4'-4 �" �L, W C� 1. SEE PAGE 6-003 FOR ALL OTHER FRAMING ELEMENTS AROUND DOORS (T1'P. FOR ALL) U.O.N. NEW GAS METER; INSTALL ----- --------- ---- ----------- - -- - - - - - - --..-- - -- lo PER UTILITY GO. STANDARDS I10 SLIDER I TBD Ib'-O" 8'-O" I- I�� 4 PANEL 2 1 Ln Lo STAIR d RAILING NOTE: 7- �' �(5) DOUBLE-HUNG TW21052 3'-O 5'-4 2'-II 5'-4 Lu PANELS OPEN � 1 �� _ �� - - - O I. ALL NEW STAIRS SHALL HAVE MAX.-1-3/4" Ri 1 - - O Q d MIN. 10" Tr - RISERS SHALL. BE CLOSED FOUNDATION WALL OPENING: III SLIDER TBD 10'-O" 8-O • • ( PANELS OPEN KI (2) DOUBLE-HUNG TW21052 3-O 5'-4 - - 2'-I I 5'-4 �" 11 J O " - ---- I- -- 4 PANEL, 2J_ 2. 42" HIGH GUARDRAIL d SPINDLE SPACING II J 3'-0"x3 O MASONRY OPENING IN FOUNDATION - - NOT TO ALLOW PASSAGE OF A 4" SPHERE; - - , „ 4 PANEL, 2 112 SLIDER TBD 10'-O' 8-O • PANELS OPEN 36" HIGH HANDRAIL 8 SPINDLE SPACING NOT • L (8) DOUBLE-HUNG TW21046 3 O 4'-8 2'-II E4.-8 " TO ALLOW PASSAGE OF A 4" 0 SPHERE FREEZE PROOF HOSE BIB: W 3. RAILING TO IL S GOD 12 FASTENED w/MASONRY ANCHORS(PRECISE 115 POCKET TBD 3'-O" B'-O" • A L► (b)___jDOUBLE-HUNG TW3046 3'-2 �" E4'-8 �" 3'-I �" �-ag" 5.82 S.F. � 4. RAILING TO BE WOOD. - -- - - - _- SMOKE DETECTOR / GO DETI=CTOR NOTES: 114 SLIDER TBD 10-O" - 8-O' • NEW MEGH. AREA: r (� 4 PANEL, 2 �, I ------ ---- E I ''� • M (5) AWNING L��A5fF3'-O 2'-O 2'-II 2'-O „ LOCATION T.B.D. - CONSULT w 111 111 � ��g 1 O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT 13 PANELS OPEN fb $� V SMOKE /CARBON MONOXIDE <:OMBINATION DETECTOR 1• WALL HUNG NAVIEN NHB-150 BOILER d NAVIEN „ 2 PANEL, I PANELL �„ , W HARD WIRED To EACH OTHER w/BATTERY BACKUP. 115 SLIDER TBD 5-O' 8-O • - • N (I) AWNING A41 4-O 1E_ 2-O 4-O" 2-O 11 2.INSTALL ALL AS PER MANU.OTHER NPE21052 DWH OPENS b �� 8 ~ 2.BASEMENT LEVEL HYDRONIG AIR HANDLER -- - _.-- - - - - --- - 3.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR „ O J IN COMPLIANCE WITH LOCAL GODS RWIPO6A3bl?NAA (OR EQUAL) O (3) DOUBLE-HUNG TW24-1 2-b -f 4 2-5 7-4 0 3.ATTIC LEVEL HYDRONIG AIR HANDLERS RWIP04A2414NAA (OR EQUAL) 4.INSTALL A5 PER MANU. SPEG.'s WINDOW NOTE: �(I) DOUBLE-HUNG �4463'-b �" O I. ALL NEW WINDOWS 3 DOORS SHALL BE ANDERSEN 5. F.A.I. THROUGH WALL v b.FLUE THROUGH WALL U 0 0 \ CASEMENT, DOUBLEHUNG,OR GLIDING (A5 NOTED); �. MAINTAIN 30"x30" CLEARANCE IN FRONT OF d INSTALL AS PER MANU. 5PEG.'S. FOR d Q O to MECHANICAL UNITS AS PER NYS MG 3ob.l SUBSTITUTIONS,SEE NOTE #9 IN "GLASS WINDOWS 8.MAINTAIN ALL APPLICABLE VENTING U, AND DOORS" ON PAGE 6-00:2 IF CASEMENT CLEARANCES REQUIRED PER NYS MG 504. d WINDOWS - ALL GSMNT WNDP^15� SHALL HAVE Ib'-Sy2" 16-?" STRAIGHT ARM HINGE WHEN TYPICAL MECHANICAL ROOM NOTES: d 2.IF DOUBLE HUNG - ALL DBL. HUNG WNDW5 TO BE 1. FOR WD. FR. FLOOR - PROVIDE 1/2" GONG. BD. BY } TILT WASH "DUROGK" (OR EQUAL) _Qlu 3'-2Y2" 5.. 1. S'-I" 3'-2�2" 3.ALL GLAZING WITHIN R OF I TO BE TEMP. R 2. FOR NO. FR. GLG. AND/OR WALLS - PROVIDE (1) 4.SEE PAGE 6-003 FOR FRAMING ELEMENTS AROUND WINDOWS (TYP. FOR ALL) U.O.N,. - PROVIDE (2) 2"xb" LAYER OF 5/8" TYPE "X" GYP. BD. UL U505 (OMIT ON p GONG. WALLS) , H;'E U.O.N. u� 6 4 6 4 6 EGRESS NOTE: 3. WHEN NEW, INSTALL FURNACE/BOILER AS PER MANU. - -IN COMPLIANCE WITH NEW YORK STATE BUILDING SPEC.'s AND AS PER NYS MECH. AND FUEL GAS CODE 11' CODE,SECTION R310.2.1;THE FOLLOWING MEANS OF 4• COMB. AIR VOLUME AS PER MANU. SPEC.'S - PROVIDE EGRESS SHALL BE FOLLOWED: FRESH AIR INTAKE FROM EXTERIOR H I 5. MAINTAIN OR PROVIDE FURNACE/BOILER ELECTRICAL - NET CLEAR OPENING........... 5.-I S.F. EMERGENCY SHUT OFF SWITCH i Ib'-O" NET CLEAR HEIGHT............... 24" MINIMUM b. FOR GAS SERVICE, PROVIDE GA5 SHUT OFF SWITCH `t 1'-5y2" NEW T. LOCATE MECH. EQUIP. TO ALLOW FOR PROPER 1 4 EXIST. FRAME NET CLEAR WIDTH................. 20' MINIMUM CLEARANCES AS PER CODE m LANDING DECK PROVIDE NEW GAS FIREPLACE UNIT. HOMEOWNER TO b. PROVIDE 3" FLOOR DRAIN b CONNECT TO SANITARY ^-BLUESTONE^ O SELECT. CONNECT AS PER MANUFACTURER SPECS; SYSTEM AS PER NY5 PLUMBING CODE rri n - PROVIDE ALL NECESSARY VENTING THROUGH WALLS TO z _ z EXTERIOR;VERIFY CLEARANCES TO ALL OPENINGS. I CENTER DOOR III � ry 14 ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405 I I10 I A O �' ONEW LAUNDRY ROOM: ';� - I O b I. NEW WASH /GAS DRY HOOK UP TYPICAL BATHROOM NOTE: 2.COORDINATE LAUND. ROOM 3 DOOR DIM.'s I. WALL BOARD I NEW LIVING w/SIZE OF EQUIP. 15 I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN 4 1 5'-4" 3'-9" 3'-9" 8'-?�2" 10'-0" 10.-0.. Z 3.PROVIDE HOOK UPS AS REQ'S PER MANU. ALL BATHROOMS ROOM O 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND NEW OUT N TUB SURROUNDS 1T SHOWER DRYER EXHAUST NOTE: 2. SHOWER FLOORS OPEN TO 4' X 4' � I. DUCT SHALL TERMINATE TO EXTERIOR 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON 1 '�`�� C7 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY 2.2. CONCRETE MUD-SET (SLOPE 115" PER FOOT - - NEW DINING = E 4 OPENINGS TOWARDS DRAIN) UPON `�, �i ROOM -- 3.DUCT SIZE AS PER MANU. 2.5. WATER PROOF MEMBRANE To COVER SHOWER in tm ^-"f' CEILING- WOOD BURNING -- - 4.DUCT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER FLOOR,WRAP DRAIN ATLEAST IS" UP WALLS l WHITE OAK,TRAY FIREPLACE W/ L J 1 50" SINK; L _ _ I 1 I N 0 5. TRANSITION DUCTS SHALL NOT' BE CONGEALED WITHIN GA5 IGNITION; 2q" CENTER 112 �p 114 D Z CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO OPEN ON BOTH SIDES ' O 3. ADD WATER SYSTEM DRAIN IN MECH. AREA, TO 4 DW � ON WIN. CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM DRAIN SYSTEM. 1T 113 `I H SHALL BE LIMITED TO SINGLE LENGTHS,NOT TO ADD DEHUMIDIFIER DRAINS IN BASEMENT, MAIN 15-10 ,z 1 18'-I' 1 Z � EXCEED 8 FEET AND SHALL BE LISTED AND LABELED AREA AND LAUNDRY ROOM 1 MODIFIED a - I w IN ACCORDANCE WITH UL 215bA. b.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID I U 1 KITCHEN z M - 1 = 2 Z METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS NEW WOOD FLOOR: I OI �9' GEILING� �tu 0 0 RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST Ib 1. EXISTING FINISH FLOOR TO BE REMOVED n1 �' N O O Il'-II" I w I m I I 1 DUCT5 SHALL NOT BE CONNECTED WITH SHEET-METAL 2.EXIST. J" PLYWOOD SUBFLOOR BENEATH TO REMAIN; 2'x8' DRY BAR INE D SCREWS VERIFY INTEGRITY OF EXISTING MEETS MINIMUM rOOLE _ _ _ _ _ _LINE OF CEILING - V <�� 4 ei 1. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER CONSTRUCTION STANDARDS d PLYWOOD IS IN GOOD p [`O'VEN CENTER LOCATION TO THE WALL OR ROOF TERMINATION. THE CONDITION;(GLUE 6 50REN SCREW PERIMETER OF - _ N _ _ _J EXIST. GREAT N MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 SHEATHING 4" O.G. 4 12" O.G. a INTERIOR. �4' GEILIN6� tu Q O ROOM lii rn FEET FOR EACH 45" BEND AND 5 FEET FOR EACH 90° 3.NEW WOOD FLOOR;HO TO SELECT - PROVIDE GLUE ON =ty 3' x 10'-0" ISLAND z O O N PANELING UNDERSIDE OF BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES ANY FLOORING WIDER THAN 3.5" (TYP) t�" 1 WORK BENCH WALKWAY AND UP a O ^-Q' CEILING^- =N Q � NOT INCLUDE THE TRANSITION DUCT. 4.BEDROOM TO BE CARPET READY. WOOD FLOORING AT E WALKWAY WALL ABOVE WHITE OAK O O L I I I OFFICE AND HALLWAY. NEW EXHAUST FAN SHALL BE INSTALLED WHERE 1T NEW TILE FLOOR: 6 106 bl2 1 - m I 4 PROJECT: O VENTILATION IS NOT MET BY MEANS OF NATURAL 1. NEW TILE FINISH (H.O. TO SELECT) UPON �9 104 1� NE SUNROOM R E R I S CIRCULATION THROUGHO O DOORST 2.ONE LAYER THINSET(LEVELED PROPERLY) UPON �t - tV N OUTDOOR SPACES AS PER NYS MECH. CODE SECTION - - - 403.32.3; INSTALL AS PER MANU. SPECS 3.NEW �" DUROGK GEMENTBOARD;OR MUD TO LEVEL UPON _ ^-HEATED 4.EXIST. J" PLYWOOD SUBFLOOR BENEATH TO REMAIN IF IN _ _ I IOb I DN i ^-I' CEILING- =ty tto t V SHOWER ENCLOSURE NOTE: GOOD CONDITION;(GLUE b SCREW);SCREW PERIMETER 109 O (••.��' 1 T'-II" - ADDITION b OF SHEATHING 4" O.G. b 12" O.G. ® INTERIOR. m 1 5M/Go l05 mv � Q�; / l03 1 D t�'1. ALL SHOWERS SHALL BE FULLY ENCL05ED " GLA55 W/ 5. HYDRONIG RADIANT HEAT THROUGHOUT FIRST FLOOR - _HINGED DOORS. t NEW MUD ROOM NEW � �,0�'- PWDR. _ 36" - '- VENT ^-9' CEILING^ � MODIFIED 2 to ^-5HIPLAP WALLS HO `� -TILE- t REP. IGRO_ REF. 11'CE] 'I` IIG O O tu FIRE RATING GARAGE WALLS AND CEILING GAR GARAGE IOT 15 n^ WANEH LK IN O NE�"I l02 1� 1 4 1515 CALVES NECK ROAD Ib I. PROVIDE TYPE X FIRE RATED GYPSUM TO I'-3" d I - PANTRY �;, GL. 0 b-Q �: SOUTHOLD NY 11971 GARAGEALL LS AND CEILINGS AT ATTACHED � J I z \ ' " 41�E� FOYER z 1 O 18 4 A 4 A -a' CEILING- ALIGN DRAWING TITLE: 4 3'-3y2" 3'-3 2" 3'-0" GENT. 3-3y2' 3'- 2" _O I O OPENINGS lo'-4y2" NEW 5'-4" Q (f J ; d f r " NE 2 o ns zl� PROPOSED FIRST FLOOR PLAN COVERED PORCH O VERTICAL (I ) T ® t I UP SHIPLAP SM/GO 101 ^-BLUESTONE^- � �'W/WOOD I � i CHAIR RAIL _ 8'xlb' 4 BI `p OVERHEAD 4 B 4 G 4 G 4 G PAGE: DOOR- NEW lo'-WY A-104001 4 PORTICO _ f 1 -BLUESTONE- I tcf I m m L' J- 11'-3y2" 10'-0° DATE: 12/01/22 8 OF 24 Q ED Ar? Ib'-O" GEN R 2'-I" \ .�`I h +�` 50. d ?4 �tO. PROPOSED FIRST FLOOR PLAN 0 5 10 20 RAH ALE 11 1,842.1 S.E. HABITABLE SFA(C.E; 2,570 S.E. GROSS AREA SCALE: 1/4" = 1'-o" DOOR SCHEDULE 5ENERAL 5��5OL <E� : ________-_____________ __ - ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. SPEG.'s. SEE PAGE "0-005" FOR NAILING 8 STRAPPING DETAILS. a O "SEE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER"*_ U -- DOOR MATERIAL NEW PARTIAL HEIGHT WINDOW CHART �' O _ EXISTING TO BE DEMOLISHED FIRE - F- �-�7�- W . ZO f�`````9 WOOD FRAME (L.G. STL. TAG DESCRIPTION MANUFACTURER p J ctl NOTES - WHEN APPLICABLE) AWIDTH HEIGHT F Q - -- GEAR - - - - J Q to RATING W EXISTING TO REMAIN NEW WOOD FRAME (L O. � ROUGH OPENING WINDOW DIMENSIONOPENING TEMPERED Q ED ',: TAG TYPE MODEL # I WIDTH REQ'D: 20 � W ,- NEW FOUNDATION WALL HEIGHT REQ'D:24" STL. WHEN APPLIGABL.E) WIDTH HEIGHT WIDTH HEIGHT OPEN REQ'D: 5."1 S.F. H Z SECOND FLOOR x4 STRUCTURAL CUSTOM Z --_]1 MIN. 2 2HEIGHT _ NEW 1-HR FIRE RATED Ej O I ' 201 POCKET TBD 2'-0" b'-a" . A (2) DOUBLE HUNG TW24410 2' 6 5-O l 2'-5 5'-O I J WOOD FRAME (L.G. 5 TL. POST FOR 4 WALLS V - -- - -�� -- SLOPED CEILING --- - -------___-__-=-- -J --� I- - _ - J J 1 E WHEN APPLICABLE) (MIN. (2) 2 xb STRUCTURAL �r r B (I) DOUBLE-HUNG TW210410 3'-OLo 202 SINGLE SWING I TBD 2-6' 7'-O' �I II I I - -- __ _ _ '__ 'I �fI _ „ POST FOR b WALLS), U.O.N. LLL��JJJI_ l�l L BI (1) DOUBLE HUNG TW210410 3 O 5 O O O NEW 2-HR FIRE RATED -- - - CUSTOM HEIGHT -� --- - I� 2 II 8 5 O V ) a WOOD FRAME (L.G. 5T"L. 205 SINGLE 5WING TBD 2-4 b-O SLOPED CEILING WHEN APPLICABLE) l t�l - -- -__- G (3) DOUBLE-HUNG TW21062 3'-0 b'-4 -" IL22�-Il " 6'-4 �'- 204AF7 RESERVED �� - - - ___- 0 m D (4) DOUBLE-HUNG TW3462 3-6 6-4 3'-5 6'-4 g�" r - _,__ �_ L-_ 0 205 SINGLE 5WING TBD 3'-O 7-O • _ E (2) DOUBLE-HUNG TW2446 2'-64'-8 Z FLOOR PLAN NOTES f ------- -_ - - __ - - ��, �„ �„ � I _ 206 SINGLE BARN DOOR TBD 3'-6" ' _0" • - - � Q J DOOR NOTE: NEW ATTIC ACCESS - PULL DOWN STAIR: - _ _ F (I) PICTURE P4246 4'-3 i" 4'-a �" 4'-3 4'-8 �" J 00 Oj I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT ON qO I. MIN. 350 # CAPACITY __ _____ _ O PLANS BY JELD-WEN (OR EQUA_). 2.SIZE TO FIT MECH. EQUIP. THROUGH 201 RESERVED G (3) CASEMENT GW255 4'-q" 5'-5 Z O O 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT ON OPENING (MIN. 22"x30"9 ---- _--L __- �� 4-b S-4 J TA Tj PLANS BY 'THERMATRU' (OR EQUAL). 5.1 HR FIRE RATED 208 SINGLE SWING LTBD 2'-O° 7'-O" • 3.DOOR TYPE TO SELECT 4.DBL. FRAMING WHEN NEW OPENING _ �, H (1) CASEMENT GXWI55 3'-O 5'-5 B" 2'-11 F" V-4 - -- Z �- Y d' 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR WALLS 5. INSTALL AS PER MANU. 5PEG.'s ff 5. INSTALL AS PER MANU SPEC.'S 6.CONSULT H.O. FOR PRECISE LOCATION IF I ' " b.PROVIDE (2) 2"xa" HDR.,U.O.N. OF ACCESS 20�i SINGLE SWING TBD 2 b "i-O • - I_ I (2) DOUBLE HUNG TW34510 3'-6 '-O " - 3'-5 CV 1. SEE PAGE G-005 FOR ALL OTHER FRAMING W W O ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. NEW GAS METER; INSTALL 210 DOUBLE SWING TBD 4'-O" '1'-0" • I Ln Lu PER UTILITY GO. STANDARDS , J (2) DOUBLE-HUNG TW21042 3'-O �" J 4'-4 �" �i 2'-II 4'-4 �" STAIR 4 RAILING NOTE. I - - OI. ALL NEW STAIRS SHALL HAVE 'MAX.-I-5/4" RI 211 51NOLE SWING TBD 2'-b" 1'-O" • �� a d MIN. 10" Tr - RISERS SHALL BE CLOSED K (3) DOUBLE-HUNG TW21052 3'-0 5'-4 2'-11 O FOUNDATION WALL OPENING: -- 2. 42' HIGH GUARDRAIL 8 SPINDLE SPACING II 3'-O"x3'-O" MASONRY OPENING IN FOUNDATION 212 SINGLE-SWING �TB�E I'-6" 7'-O" • NOT TO ALLOW PASSAGE OF A 4" (p SPHERE; J KI (2) DOUBLE-HUNG TW21052 3'-O �- 5'-4 �" 2'-II 5'-4 �" !9 56" HIGH HANDRAIL b SPINDLE SPACING NOT _ ___ _ ___ _ C _ To ALLOW PASSAGE OF A 4" +L SPHERE FREEZE PROOF HOSE BIB: 213 DOUBLE SWING TBD 4'-O" �'-O" • [ - 3. - --- 6RIF'PABLE RAIL AS PER GORE S �� Lu 4. RAILING TO BE WOOD. 12 FASTENED w/MASONRY ANCHORS (PRECISE ______.________._. (F-L (eoAL DOUBLE-HUNG TW21046 3'-O �" 4'-8 2'-II 4'-8 l LOCATION T.B.D. IN FIELD - CONSULT w/OWNER) 214 I POCKET TBD 2'-a" 7'-O" • I LI (6) DOUBLE-HUNG TW304b 3'-2 4'-a 3'-I 4'-8 F:55�_ :2=5_F1 U E= SMOKE DETECTOR / GO DETECTOR NOTES: � I 3 I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT --------� --�-` "--- �---�� " SMOKE /CARBON MONOXIDE COMBINATION DETECTOR O NEW MECH. AREA: W M (5) AWNING A31 3-O 2 O 2'-I I 2'-O F- 13 215 SINGLE SWING TBD 2'-b' -i'-O" • _ I. WALL HUNG NAVIEN NHB-150 BOILER � NAVIEN j � �� " _ HARD WIRED TO EACH OTHER w,/BATTERY BACKUP. NFE21052 DWH -- - --- - -- = J 2.INSTALL ALL AS PER MANU. 5PEC.'s 2.BASEMENT LEVEL HYDRONIG AIR HANDLER 216 SINGLE 5WING TBD 2'-61, ?'-O" • - - N (1) AWNING A41 4'-O 2'-0 �" 4'-0" 3.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR RWIP06A3611NAA (OR EQUAL) -�� 8 IN COMPLIANCE WITH LOG GOD i 3.ATTIC LEVEL HYDRONIG AIR HANDLERS ,- l(� O (3) DOUBLE-HUNGL TW2472 2-b 7 4 g� 2-5 7-4 RWIP04A2414NAA (oR EQUAL) 21'I SINGLE SWING TBD 2-6 -i O' • ll WINDOW NOTE: 4.INSTALL AS PER MANU. SPEC.'S -- --- r ' O I. ALL NEW WINDOWS # DOORS SHALL BE ANDERSEN 5. F.A.I. THROUGH WALL - --- 218 SINGLE SWING TBD 2'-b" -i'-O" • l b.FLUE THROUGH WALL -1 P (I) DOUBLE-HUNG TW3446 3-6 � 4-b � 3-5 � 4-8 CASEMENT, DOUBLEHUNG, OR GLIDING (AS NOTED); - - - --- - '!. MAINTAIN 30"x30" CLEARANCE IN FRONT OF INSTALL AS PER MANU. SPEC.'S.. FOR MECHANICAL UNITS AS PER NY5 MG 306.1 SUBSTITUTIONS,SEE NOTE #4 IN "6LA55 WINDOWS n. 8.MAINTAIN ALL APPLICABLE VENTING AND DOORS" ON PAGE 6-002 IF CASEMENT CLEARANCES REQUIRED PER NY5 MG 504. WINDOWS - ALL CSMNT WNDW5 :-HALL HAVE Ib'-5y2" 43-q%2 STRAIGHT ARM HINGE WHEN TYPICAL MECHANICAL ROOM NOTES: v 2.IF DOUBLE HUNG - ALL DBL. HUNG WNDW5 TO BE I. FOR ND. FR. FLOOR - PROVIDE 1/2" GONG. BD. BY (� 1 m TILT WASH "DUROGK" (OR EQUAL) ~ ' 3.ALL GLAZING WITHIN Ib" OF FF 'TO BE TEMP. 6L. 2. FOR IND. FR. CL6. AND/OR WALLS - PROVIDE (1) 4.SEE PAGE 6-003 FOR FRAMING- ELEMENTS AROUND LAYER OF 5/a" TYPE "X" GYP. BD. UL U505 (OMIT ON Q WINDOWS (TYP. FOR ALL) U.O.N. - PROVIDE (2) 2"xa" GONG. WALLS) �Q HDR. U.O.N. EGRESS NOTE: 3. WHEN NEW, INSTALL FURNACE/BOILER AS PER MANU. E COMPLIANCE WITH NEW YORK STATE BUILDING SPEC.'S AND AS PER NYS MECH. AND FUEL GAS CODE CODE,SECTION R31o.2.1;THE FOLLOWING MEANS OF 4. COMB. AIR VOLUME A5 PER MANU. SF'EG.'s - PROVIDE EGRESS SHALL BE FOLLOWED: FRESH AIR INTAKE FROM EXTERIOR la'-Sy2" 5. MAINTAIN OR PROVIDE FURNACE/BOILER ELECTRICAL EMERGENCY SHUT OFF SWITCH - CENTER ON NET CLEAR OPENINO........... 5.1 S.F. i RIDGE NET CLEAR HEIGHT............... 24" MINIMUM 6. FOR GAS SERVICE,PROVIDE 6A5 SHUT OFF SWITCH 1. LOCATE MECH. EQUIP. TO ALLOW FOR PROPER .2 4'-8'-O" 4'-Ij%2" NET CLEAR WIDTH................. 20' MINIMUM CLEARANCES AS PER CODE PROVIDE NEW GAS FIREPLACE UNIT. HOMEOWNER TO b. PROVIDE 3" FLOOR DRAIN d CONNECT TO SANITARY O 4 O 4 4 0 O5 SELECT. CONNECT AS PER MANUFACTURER SPECS; SYSTEM AS PER NY5 PLUMBING CODE - PROVIDE ALL NECESSARY VENTING THROUGH WALL5 TO - -_ EXTERIOR;VERIFY GLEARANGE5 TO ALL OPENINGS. I 14 ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405 O NEW LAUNDRY ROOM: _ I 6 zi 1. NEW WASH /GAS DRY HOOK UP r A 1 TYPICAL BATHROOM NOTE: 2.COORDINATE LAUND. ROOM d DOOR DIM.'s 15 I. WALL BOARD M I Z w/SIZE OF EQUIP. I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN 3.PROVIDE HOOK UPS AS REO'S FIER MANU. ALL BATHROOMS 4 `\ Q I 13'-O" II'-O" 13-I 0 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND TUB SURROUNDS a ` V I OPEN TO 10'-by2" II'-2y2" I1'-2y2" 10'-by2" DRYER EXHAUST NOTE: 2. SHOWER FLOORS O CO I BELOW I. DUCT SHALL TERMINATE TO EXTERIOR 2.1. NEW TILE FIN15H (H.O. TO SELECT) UPON 0= C 1 I Z 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY 2.2. CONCRETE MUD-SET(SLOPE I/a" PER FOOT ZOm N 1� LI 4 LI LI 4 4 _LI LI 4 LI OPENINGS TOWARDS DRAIN) UPON 4 3.DUCT SIZE AS PER MANU. - -- 4.DUCT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER 2.3. WATER PROOF MEMBRANE TO COVER SHOWER �u NEW MASTER 1 I L] Ll FLOOR, WRAP DRAIN 6 ATLEAST W' UP WALLS 5. TRANSITION DUCTS SHALL NOT 13E CONGEALED WITHIN V BEDROOM I I 0 CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO 3. ADD WATER 5Y5TEM DRAIN IN MECH. AREA, TO BALL BE THE TO 511NOLE DUCT TO SYSTEM =N I 1 NEW I6 I6 I6 I w DRAIN SYSTEM. EXCEED b FEET AND SHALL BE LISTED AND LABELED ADD DEHUMIDIFIER DRAINS IN BASEMENT, MAIN AREA AND LAUNDRY ROOM IN ACCORDANCE WITH UL 2156A. m M 1 OIL. 1 N 6.EXHAUST DUCTS SHALL BE MIN O.OIb" THK RIGID r- 4 � Z METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS NEW WOOD FLOOR: ib 1 NEW NEW 1 0 0 RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST I6 I. EXISTING FINISH FLOOR TO BE REMOVED b'-Oy2" 8'-Oy2, _ O - DUCTS SHALL NOT BE GONNEGTIED WITH SHEET-METAL 2.EXIST. i" PLYWOOD SUBFLOOR BENEATH TO REMAIN; BEDROOM 2 BEDROOM 3 L SCREWS VERIFY INTEGRITY OF EXISTING MEETS MINIMUM - - - - - - - - - - - I - - - M '�4 M 4 4 M -I. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER CONSTRUCTION STANDARDS d PLYWOOD IS IN GOOD _ "-� - N LOCATION TO THE WALL OR ROOF TERMINATION.THE: CONDITION;(GLUE d SCREW) SCREW PERIMETER OF I T 4'-0" C.H. LINE t - - - - - - N MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 SHEATHING 4" O.G. d 12" O.G. ® INTERIOR. 3 3 214 20b tii Cn FEET FOR EACH 45" BEND AND 5 FEET FOR EACH 40" 3.NEW WOOD FLOOR;HO TO SELECT- PROVIDE GLUE ON 1 3 =N Q BEND. THE MAX. LENGTH OF THE: EXHAUST DUCT DOES ANY FLOORING WIDER THAN 55' (TYPJ I O 1 - /� NOT INCLUDE THE TRANSITION DUCT. 4.BEDROOM TO BE CARPET READY. WOOD FLOORING AT SM/CO 205 (1 SM/CO NEW l�',J/ 210 2I3 NEW �i OFFICE AND HALLWAY. 1 HALLWAY SM/GO 1 SM/GO 1 BEDROOM 4 L NEW EXHAUST FAN SHALL BE INSTALLED WHERE O NEW TILE FLOOR: 1 _6 _ I v 4 PROJECT: O VENTILATION 15 NOT MET BY MEANS OF NATURAL I7 _ I. NEW TILE FINISH (H.O. TO SELECT) UPON � CIRCULATION THROUGH WINDOWS OR DOORS TO 2.ONE LAYER THINSET(LEVELED PROPERLY) UPON 6'-O" CENTER NEW IF v I _ _ N OUTDOOR SPACES AS PER NY5 MEGH. CODE SECTION 10'-4" 4'-3" NEW I6'-I" DN Q Q 204 NEW O 211 NEW NEW R E R I S 3.NEW 4" DUROGK CEMENTBOARD;OR MUD TO LEVEL UPON - 1 O 403.32.3; INSTALL AS PER MANU. SPECS I - - - - - Q BUILT GL. iv CL. GL. w N 4.EXIST. J" PLYWOOD %BFLOOR BENEATH TO REMAIN IF IN F - 3'-6" 5'-3" 3'-6" 2'-O" 4'-8" SHOWER ENCLOSURE NOTE: GOOD CONDITION;(GLUE 8 SCREW);SCREW PERIMETER � 206 N IN t � �-� ADDITION OF SHEATHING 4" O.G. # 12" O.G. ® INTERIOR. I NEW } '� - I 4 O I. ALL SHOWERS SHALL BE FULLY ENCLOSED " GLASS W/ 5. HYDRONIC RADIANT HEAT THROUGHOUT FIRST FLOOR `t WALK-IN 1 d I6 ® ® L V I7 1 212 HINGED DOORS. I GL. Q N V NEW I Y F { 2 - - - = I Q Y Lu OFFICE tu HALLWAY I6 2I6 V•,/ `� 18 FIRE RATING GARAGE WALLS AND CEILING I > SILL 2'-8 ABOVE I 5M/Co sM/GQ 2Ib 1515 CALVES NECK ROAD O I. PROVIDE g" TYPE "x" FIRE RATED GYPSUM TO I m z FLOOR FINISH 1 , SOUTHOLD NY 11971 ALL _ I GARAGELS AND CEILINGS AT ATTACHED I ^ - NEW - - - 214 l_�hL 1 b 4 ry BUILT-I K 4 `t4J K 1 0- O 215 2' uN. ou 21' 2' LIN DRAWING TITLE: 4' V. 4' V- 3'_4" 8'-oy2° a'-oy2° TUB NEW bNEW �H PROPOSED SECOND FLOOR PLAN 1 BATHROOM 2 OS BATHROOM 3 202\ 201 15 I 1 15 I? SHOWER 15 I T n = z N. - cv b L 4 L L 4 L L 4 4 L PAGE: Ho zi 0 1o'-aye" I1'-2y2- 11'-2y2" 10'-Sy2" NEW MASTER BATHROOM I= A-105m0 :1 LENGTH N � � O m m KNEE WALL - - OS 42 IN. HEIGH 1 m m 1 � Q Q 14 NE T 3'-0° DATE: 12/01/22 9 OF 24 STONE TOP PANEL FOR - ACCESS ti 32"x68" 1 to TUB 4. KI � 4 KI �'� I6'-11. 43 <C kkk" S.>. ► ,y 0 tp a 'GRAPHIC SCALE FROF05ED SECOND FLOOR FLAN 1/4"=V-0'" "'• 1,844.0 S.F. HA51 TABLE SFAGE; 2,066.cf S.F. GROSS AREA SCALE: 1/4" = 1'-0" C ELEVATIONS NOTES 0) 0) LLJ Z 0 HATCHED AREAS, INDICATE: NEW WORK (T-ff-.) Lu c%j NEW ROOFING: Lu O I. SEE NOTE 0 SECTION LL1 >: 2. ROOFINIS, TO MATCH EXIST. COLOR 4 STYLE BY 'GAF' (OR EQUAL) (MIN 50 YR. WARRANTY) t�NPROPOSED RIDGE HEIGHT PROVIDE CONCEALED FLASHING AT ALL ROOF ELEV. +43.7' --—-—- —-—-—-—-—-—- - INTERFACES. ------- -j PROVIDE CONCEALED FLA5HIN5 AT ALL ROOF 2 INTERFACES. 12 77--- 0 0 NF-kq CRICKET (T'fP.): - ------ O.C.;PROVIDE ICE SHIELD 2"x4" FRAMING 0 16 LAPPED IoV' IN ALL DIRECTIONS 4 FULLY FLASH. 0 NEW &AS FIREPLACE DIRECT VENT- MAINTAIN 1'-0" 4 4'-0" VERTICAL SEPARATIONS ABOVE 4 BELOW FENESTRATIONS,RESPECTIVELY (NYS MC 9,04.5.4). 11 It it j z LL1 5 LLLU INSTALL AS PEP,MANU. SPEO.'S. LiL SIDING NOTES: -j oo 12 I. SEE SECTION FOR EXTERIOR HALL BUILD UP Z It cp (D 2. PROVIDE CEDAR SHAKE SIDING 5" EXPOSURE L M " T-j sc T1 C) 1.fl—L LLLd— O AZEK PANELS: z >: I. AZEK PANELS ABOVE: RAIN SCREEN MEMBRANE Z TA c� LL I I H Ll LL Lu W ONEW 5/4" 'AZEK' (OR E0.) WINDOW/DOOR/TRIM: H I I Lf) w Tq S PROVIDE AT ALL NEW 4 EXIST. WINDOWS/DOORS (TY'F) u) 0 U— PROPOSED SECOND FLOOR FINISH 12 - ELEV. + Cfl i II LL A I iU ij I ' it 1� Iti E3 L LL1 Lj I -ji —j LIL --L-LL L A- UL -LLLLI u I L -fl- LLULLU LLLI I u "I EXIST. FIRST FLOOR FINISH F=7 Lin LL LLLLflj 111-1 11 ��LELEV.E7.-+-I S.i I d 11 1 1 111 -YF.F.' I EXIST. GARAGE SLAB ELEV. +1'7.&' AVERAGE GRADE a HOUSE ELEV. +15.1' SOUTHNF-15T (FRONT) SCALE: 1/4" P-0" t+%EX15T. BASEMENT FLOOR ELEV. +11.2' z 0 iu ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. SPEC.'S. SEE PAGE "o-005" FOR NAILING 4 STRAPPING DETAILS. **SEE DOOR SCHEDULE FOR ALL OLASS, DOORS FROM SAME MANUFACTURER** z WINDOW 0 ;HART PROPOSED RIDGE HEIOHT z EGRESS ELEV. +45.-l' F(�) w OH OPENING P41NDOVq DIMENSION CLEAR 2 OPENING TAG MODEL # ROUGH TEMPERED 2 z TYPE L— WIDTH REOV: 20" 0 0 WIDTH HEIGHT HEIGHT 11124" 12 Q 0 WIDTH HEIGHT OPEN REOV: 5.1 S.F. ru 'q (2) DOUBLE F T1�4=410 50) DOUBLE- TK2[04)0 5'-0 0) 111 11 11 it 0 10410 5'-0 -0 wo DOUBLE HUNG 17� --] o 0 (5) D>=OU E53 L E- Tkq2lO(o2 0 6'-4 0 &\ PROJECT: 0 (4) 2 6-4 J" RERISI EVOUBLE-HUNG 4'-5 -0- F- ADDITION F ( --=I;ZF- P4249? 4'-!3 J" 4'-5 a" 4--95 J" 4'-a 5'-4 =cAsE�, H IL :2--11 Fir 12 1515 CALVES NECK ROAD r CASE�1- 5 (1) _F-NT PROPOSED SECOND FLOOR FIN15H all 4'-0" MINI SOUTHOLD NY11971 TV43451 ELEV. +295A' DOUBLE--HUNG V-0 2 � li 11 it I I If 1 11 it It DRAWING TITLE: 4" Ilio (2) DOUBLE HUNG TN21042C -- �� PROPOSED EXTERIOR ELEVATIONS K (5) TV421052 5'-0 5-4� 5'-4 J" L KI (2) DOUBLE-HUNG TH21052 �5'-O 5'-4 J" :2'-11 J" 5'-4 J" o L DOUBLE--—][ TV�10=4(b 51-0 4 J" 4--a J" L (,b) -HUNG T All 5 b5 — i .&2 S.F. LI (b) HUNG ANO TI^004(o 5-_2 4'-5 PAGE: (5) 2'-0 —A�— NEll 2,-o—k M [=ANNI?� A51 EXIST. FIREIT FLOOR FINISH(1) ANNINO 4'-0 :2'-0 1" % I I --- A41 1� ELEV. +15.cf' -in I EXIST. OARAOF- SLAB Lu A-2 0 :10 :1 0--(5), DOUE3LE--=HUNr- TH24-72 -7'-4 ELEV. +1-7.&' 4'-& 41-5 g" L 5.-5 DOUBLE-HUNG DATE: 12/01/22 11 OF 24 AVERAGE GRADE a HOUSE ELEV. +15.1' D APx X15T. BASEMENT FLOOR ELEV. +11.2- �A < SOUTHEAST (RIOHT SIDE) (p SCALE: 1/4" 1'-0" ,A '37 0 0 LLLH-El a . ELEVATIONS NOTE 0')ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. SPEC.'s. SEE PAGE "6-003" FOR NAILING $ STRAPPING DETAILS. V "*5EE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER"* 0 � 0.) OI HATCHED AREAS INDICATE NEW WORK (TYP.) WINDOW CHART W N ONEW ROOFING: 2 I. SEE NOTE ® SECTION EGRESS F- ROUGH OPENING WINDOW DIMENSION CLEAR W 2. ROOFING TO MATCH EXIST. COLOR itSTYLE BY 'GAF' Q (OR EQUAL) (MIN 30 YR. WARRANTY) TAG TYPE MODEL # OPENWIDTH REG2' IN 20" TEMPERED }PROVIDE CONCEALED FLA5HINIC7 AT ALL ROOF ' l HEIGHT REOV:24" --.._. -- INTERFACES. WIDTH HEIGHT WIDTH -_l� HEIGHT o (� z PROPOSED RIDGE HE16HT 2 _ -_ __- __ OPEN REG2 D: 5.7 S.F. --------------- ------------- ----- -------------- __ __ 3 PROVIDE CONGEALED FLA5HINO AT ALL ROOF ELEV. +43.�' - -= _ _ __ —___=_-_=--- A (2) DOUBLE HUNG TW24410 2'-6 2'_5 g�" 5'_O �" - �..• J INTERFACES. O �� - --� J -- - - � �:]L__�o__uBLE - HUNG TW210410 - NEW CRICKET (TYPJ: — — — _ - - - — --- --e -- = —_— _ _-- _- - - — - __]L87 - O 4 2"x4" FRAMING ® I6" O.G.;PROVIDE ICE SHIELD - - - - -- - — - -___ --_--_ _ _ __ - _ _ - _ -- - -- - - - - O Lo it LAPPED 15" IN ALL DIRECTIONS k FULLY FLASH. - -` -�- - - - _- -- - BI (I) DOUBLE-HUNG TW210410 3'-O �" 5'-O NEW GAS FIREPLACE DIRECT VENT: - - 3'-O �:,� 6'-4 I I �� b�_q - 5 MAINTAIN 1'-0" 4 4'-0" VERTICAL SEPARATIONS ABOVE 8 --- O BELOW FENESTRATIONS, RESPEGTI�/ELY (NYS MG 804.5.4). — — G (3) DOUBLE HUNG TW21062 2' INSTALL AS PER MANU. SPEC.'S. a -- - - -- - _ _.... _ .... ___.. _- _,.- _ - .M_____. — - = ----_ i 6 4 3'-5 " z D (4) DOUBLE HUNG TW3462 [J-6 _. SIDING NOTES: 3 -_ ':: r-,=—___ =-=-==-___-__ __-_-_ --_——�___-_ _-- _= -= —_- -°-=-= E (2) DOUBLE-HUNG TW2446 2'-6 W-8 Q O I. SEE SECTION FOR EXTERIOR WALL BUILD UP — - = _ -- _ — - — -- --_— _--- - -- -- JI=_ - \ 4 a \\ _ 2 5 " J 2. PROVIDE CEDAR SHAKE SIDING 5" EXPOSURE - _ / / \ / \ � — _ =— — — —==`�= � 00 ___ --- F (1) PICTURE P4246 4'-3 �" 4'-5 �" 4'-3 4'-b �" � 4* O GO) AZEK PANELS Z C) --- - -- - O � - _ -- -- --- - - - — ----- -- -- �.,,�..�_...._a..--.��..�r_—.�--��.._._.... G (3) CASEMENT GW255 4'-a�� 5:_5 3�� 4 8" s'_4 �:: Y � a I. AZEK PANELS ABOVE RAIN SCREEN MEMBRANE — - -- __-_ -- _ - - - - - - -- --- ----- - -..� � _ _-- — H (I) CASEMENT GXWI55 3'-O 5'-5 2'-I I I - -5'_4 a Z TA 011 Ob NEW 5/4 AZEK (OR EQ.) WINDOW/DOOR/TRIM: I (2) DOUBLE-HUNG TW34510 3'-6 u PROVIDE AT ALL NEW d EXIST. WINDOW5/DOOR5 (TYP.) - -O 3'-5 6'-O 8 J (2) DOUBLE-HUNG TW21042 E�__C_ 8" 4'-4 �" 2'-11 8" 4'-4 J" 0 Q -- TA JIL - PROPOSED SECOND FLOOR FINISH K (3) DOUBLE-HUNG TW21052 3'-O �" 5'-4 2'-II 5'-4 ELEV. +2a.9' 6 I LLULiu id ULKI (2) DOUBLE-HUNG TW21052 3'-O �" 5'-4 2'-II 5'-4 1" LLJ _� ��L �� L L (a) DOUBLE-HUNG TW21046 3'-O �" - - 4'-b i„ - 2'-II J" - 1— U �LLA-IL1 i ULM LI (6) DOUBLE-HUNG TW3046 3'-2 � 4'-8 J" 3'-I i" 4'-8 J" 5.82 S.F. W w �-�--�! M (5) AWNING A31 3'-O �" - 2'-0 g" �2'-II �" [L:2 S J _ \ - O IL N (I) AWNING A41 4'-O 2'-O 4'-O" 2'-0 " „ f - i \ 1 0 � I O (3) DOUBLE-HUNG TW2472 L=.2-6� � 7'-4 �" � 2 5 �S 'I-4 �" 0 O � _ � \ \ P (1) DOUBLE-HUNG TW3446 AL-5 64EXIST. FIRST FLOOR FINISH ELEV. +la.q' 0 E 0 ��_ � 1 � - - - - 0 C --_."__ EXIST. GARAGE SLAB I I 1 11 I I pjj � � I I 1 1 1 I " ---------- � E-i r-_ ELEV.+I�.-8' i AVERAGE GRADE ®_ HOUSE NORTHNEST (LEFT S I DE) ELEV. +15.1' SCALE: 1/4" = 1'-0" EXIST. BASEMENT FLOOR ELEV. +11.2' -------------- z O W CS z_ Q I� z } O _ y U O z PROPOSED RIDGE HEIGHT --_—_ —_—_—_—_—_—_ 2 v m w E`'LEV. +43.7' _ —— --- - - - - o O LLI cm LU - - __ _ �m - _ PROJECT: LI LI LI - = - _ 0 O O RERISI - 8 -- - ADDITION - - - - -- --- �-�- 1 D 515 CALVES NECK ROAD SOUTHOLD NY 11971 f'_ROPOSED SECOND FLOOR FINISH _—_—_—_—_—_ I I I I il I I I I I L ELEV. +25.41' -- -- - - - - - - - _-- -_- �I_�) _LI �I L`I DRAWING TITLE; -- 1 1 1 I I -� - - — _ - -- ---- -- — 1 � � 1 It � PROPOSED EXTERIOR ELEVATIONS L A ILU I O O I = 6 6 6 8 PAGE: EXI5T. FIRST FLOOR FINISH s0 ,0% 0 0 ELEV. +1a.9 _-----_-----_ I I I I I I I i l l I I I i l l 11 IT 11 11 I I 11 11 11 E'XI5T. GARAGE SLAB -- -- - - __- I DATE: 12/01/22 12 OF 24 �I IL I I AVERAGE GRADE ® HOUSE ELEV. +15.1' EXIST. BASEMENT FLOOR ----_--- `—L= � �� rf ,� ELEV. +11.2' NORTHEAST (REAR) SCALE: 1/4" = 1'-0" ` y"#+ OEI�l ERAL S'� /I 50L <E� : POURED CONCRETE AND STEEL REINFORCEMENT NOTES: GONGETE - GOLD WEATHER POURING d GONGREIE MIXTURE I " I 0 I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT I. THESE SPEGIFIGATIONS SHALL APPLY FOR THE POURING OF Q U FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTWARD AND CONCRETE IN TEMPERATURES UNDER 45° F IF THAT TEMPERATURE 0 � a) NEW PARTIAL HEIGHT DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTINGS HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE Z O _ EXISTING TO BE DEMOLISHED W WOOD FRAME (L.G. STL. 2. SPECIFICITY OF CONCRETE DESIGN MIX SHALL BE BY OTHERS W N WHEN APPLICABLE) 2. IF WATER ENCOUNTERED DURING POURING OF GONG.,EXCAVATION J EXISTING TO REMAIN SHALL BE DEWATERED. THE POUR 51TE SHALL REMAIN DRY FOR ENTIRETY OF POUR CONTACT ARCHITECT WHEN WATER 3. ALL GOLD WEATHER PREPARATIONS AND GCNGRETE POURING SHALL W NEW WOOD FRAME (L.G. NEW FOUNDATION WALL ENCOUNTERED CONFORM TO AGI 506. Q W �----------^-{ � h� STL. HHEN APPLICABLE) 3. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 14 DAYS 4• IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND / Z' I' SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL V 4. ALL FOUNDATION WORK SHALL BE 4,000 PSI POURED CONCRETE AT TEMPERATURES WITHIN 10° F OF CONCRETE. Z POST FOR 4" WALLS 25 DAYS AND SHALL CONFORM TO THE CURRENT ACI 515 CODE J = WOOD FRAME (L.G. STL. 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. H J WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL REMOVE AS REOV. I"' m Y POST FOR b" WALLS), U.O.N. 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED EPDXY COATED CARBON STEEL ASTMA615 GRADE 60. MM FOR SLABS DO NOT m O NEW 2-HR FIRE RATED NEED TO BE EPDXY COATED 6. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE O 0 WOOD FRAME (L.G. STL. PERMITTED WHEN NECESSARY. L0 WHEN APPLICABLE) 6. U.O.N., REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS 1. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 33° F OR HIGHER Z 'd" m SHALL BE 5TA00ERED AND SHALL BE WITHIN 10° F OF CONCRETE TEMPERATURE. "F. PROVIDE MECHANICAL DEVICES TO HOLD STEEL B HARDWARE IN 8. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. 0 0 PLACE AT TIME OF FOURIN6 B MAINTAIN REQUIRED CLEARANCES, COVERAGES, AND PLUMBNESS q. NON-CHLORIDE, NON-CORROSIVE ACCELERANT ADMIXTURES ARE Z m STRUCTURAL PLAN i`lOTES PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 306 Q W 8. CEMENT SHALL CONFORM TO ASTM G-33 FOR STANDARD WEIGHT J CONCRETE (ASTM C4g4/C4g4M, TYPES G AND Q. J 00 OSINGLE SPAN STRUCTURAL MEMBER: 1 STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT CRO55 SECTIONAL > 1* O ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY AREAS EXCEED ONE SQUARE INCH. Z m ABOVE INDICATED POSTS. , II. ONCE CONCRETE IS PLACED. CONCRETE 5HALL NOT BE EXPOSED Y �ri O 2 OUTLINE OF LOAD-BEARING WALL ABOVE (TYP.) TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS Z >- 4 - LATERAL SUPPORT OF FLITCH BEAM REACHED A COMPRESSIVE STRENGTH OF 800 PSI. O12 PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 30 PROVIDE BLOCKING TO FLITCH PLATE FLUSH BEAM FROM . 6 U. L PARALLEL F.J. TO ENSURE ADEOUAT-- LATERAL BRACING OF STRUCTURAL MEMBER. O FORMER STAIR OPENING: PROVIDE NEW 2"x8" F.J. ® 16" O.G. TO FRAME IN FORMER r-I J O STAIR OPENING TYPICAL LEDGER BOARD: I V O I. (1) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS IV) Q 2. SECURED w/(2) 5/5" 0 x 5" LONG H.D. GAL. LAG pFI W BOLTS ® Ib" O.G. w - - _ _ _ _ _ _ _ _ _ _ _ _ _ 3. INSTALL H.D. 6ALV. JOIST HANGERS BY 'SIMPSON' w F (OR EQUAL) 4. PROVIDE FLA5HIN6 TUCKED UNDERNEATH SIDING B a 1 Lu Q EXIST. 4"x6" EXIST. 4"xb" I W BENT OVER TOP ED G GE OF LEDER E3D. r _ _ _ DROPPED BM. _ _ _ DROPPED BM. _ _ _ _ U -4 i JOIST HANGERS ® FLUSH BEAM: 13 2 -1Ob PROVIDE SIMPSON 'LU5210' FACE MOUNT JOIST HANGERS 13 8'-I" 8'-I" I O j'• J CONNECTING EACH F.J. TO FLUSH SM. I I m NEW 5TL. COL. (TYP.): NEW (2) 2"x8" O 3-1/2" O.D. SGH 40 STL. COL. (A5TM AI23) BY 51M5 STEEL 6 I x Q p P.T. FLUSH BM. P.T. FLUSH BM. N Q p I O 1 ry (OR EQUAL) N I �.fl 13 5 I I iv .0 0 p TYPICAL P. GONG. FOOTING 8 WALL CONSTRUCTION: z ® Z ® � N O • (2) 2"xb" P.T. SILL PLATES w/COPPER TERMITE SHIELD ry 1 cVp Tj? T I B SILL SEAL F = EXIST. Q • ANCHOR BOLTS AS PER PAGE 6-003 I N \0 GRAWLSPAGE I • P. GONG. FOUND. WALL AS PER DETAIL UPON q w ® - • P. CONG. FOOTING AS PER DETAIL_ Il, � V.I.F. EXIST. MIN. FTC. WIDTH OF 24" I • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR - IL BENEATH REAR FOUND. WALL;CONTACT • B.O. FOOTING 3'-0" BELOW GRADE MIN. > V.I.F. • 1/2" EXPAN510N JOINT® PERIMETER OF SLAB (WHEN I I WHETHER EXIST. ARCHITECT IF FT6. FOUND TO BE SMALLER APPLICABLE) CORNER HOLDOWN 1 • AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS / I PRESENT;PROVIDE NEW STOOPS (WHEN APPLICABLE) Iq IF FOUND ABSENT O • MASON TO ACCOUNT FOR FINISH STONE ON THIN SET V.I.F. FOR HEIGHT OF WALL B SLAB(WHEN APPLICABLE) IF EXIST. ® �� - - - - - - - - - - - - - - - - -- -- -- - - - - - - - -- -=-_--_ - - - - - - - - - - - - - - - - - - - - - - - (2) 2"x8" HDR -j z a- ACCESS O00 HOLDOWN: I I = M N ? ?z 22 HOLDOWN 'D' AS PER PAGE 6-003 I x i W V.I.F. EXIST. MIN. FT6. WIDTH LITw tL wiz X z I V� ry N O OF 24" AT THIS LOCATION; IL dJ a >z 3;Q z CONTACT ARCHITECT IF x 0 X p 2 Q -�z �j 10 BEAM POCKET (TYP) I z FT6. FOUND TO BE SMALLER ry W w ~ O p H L ry ryQ �� w IryVp TYPICAL CLOSED FOUNDATION iv N N ry Q O EXIST. N ® iv 1 II ® PORCHES / PATIOS: I EXIST. O N 1u rS III O �- EXIST. �+ GRAWLSPAGE in - �? X w X Lu z Q BASEMENT X ry Z x I. SEE NOTED DETAILS ~ v A O w w z z 0 z w STORAGE N ® N I ft1 NEW(5) 2"x12" UPSET BM. NEW (5) 2"x12" UPSET BM. ® tV= O O Q, w N 2. ALL HORZ. SURFACES SHALL BE PITCHED ® 1:4b AWAY ry I x v Q ® a FROM BUILDING (FLUSH w/TOP OF F.J.) - (FLUSH w/TOP OF F.J) w `D - Q 1 3. FOR SLABS ABUTTING FRAMING, INSTALL COPPER - - - - - - - - - - _ LOCATE STL. COL. - a 1L w� I I�� w ZO u DIRECTLY BENEATH N ® > ® > ® N u 1 r, NEW(2) 2"xIO" UPSET I to STL. COL. ABOVE X N FLASHING FROM 12" ABOVE AND ,ADJACENT TO SLAB, � _ J � > u.� 4- - � 1 m F-� BEAMS;ATTACH TO 1 BED ALL FLA5HIN6 IN ASPHALTIC MASTIC I 10 10 V.LF. EXIST. w NEW(2) 4. PORCH /PATIO WALLS OF SEPARATE POURS SHALL IS 2 (2) 2"x8" Q NEW UPSET LVL BM. w/ w D 3 HUS210-2 HANGERS 2"x8" HDR BE DOWELED w/#5 ® 5" O.G. VERTICAL TO EA. OTHER z - B TO MAIN FOUND. I NEW (2) 1 IS !0" 18FOUND. 4 POSTS FOR WD. DECK:_ I 2"x8= HDR 1 I I III IS LJ NEWO . : 1WD. P.T. POST # 12"� P. GONG. PIER 14BASEMENTI AS PER DETAIL 3/A-401. _ I PROVIDE _ EXIST. (2) 2"x _ - EX15T. (2) 2"xl0" _ _ Z :1f T13 UPSET ACCESS ®� I_ I REPLACE NEW 2"x8"F.J. I 0 NEW 4" THK. UN-REINFORCED P. GONG. SLAB I�-3'-O" EW (2) 2"x8' I I -T EXIST. ND. 0I6" O.G. ry Z 14 z I I ( L - LOCATE 5TL. COL. P05T w/NEW I w L Z Ib > 4 I DIRECTLY BENEATH 5TL. COL. NEW LAUNDRY I5 BEAM SEAT w/ FOOTING ry X -ry da O 1 0 -r I'-3" ( x= PROPOSED x w Q STL. COL. ABOVE ROOM 2 O o PROVIDE SIMPSON 6LB BEAM SEAT CONNECTOR UPON , iv tv O p z -1 1 ( L) U 24"x24"x18" DEEP P. CONC. PAD FOOTING AS PER = ; . �p GRAWLSPAGE ^Qr ry O DETAIL II/A-402. f ry PROVIDE FLASHING AT ANY WOOD/C:ONG. CONNECTIONS. I z ® 21 N (p F u- [V.I.F. EXIST.I w z I(I-1 w? 1"1 I w O N V (2) 2"x8" tu 0- 1 w v L v PAD FOOTING I I I z in Q x 0 z ?p a _ O ry F LO x 0 N I6 PROVIDE 30"x30"xI8" DEEP P. CONC. PAD I - - - - - - - NEW(2) 2"x8" ~ ry L z LYE z w L V a ry N FOOTING AS PER DETAIL 13/A-402. FLUSH SM. w/ z ® _ `A = iv Z �' O w LU 28-2 HN6R I r w ryxl0 ryl� Z I in z 3 w ® L✓ I O PAD FOOTING I' - ;. v I7 PROVIDE 42"x42"x18" DEEP P. CONC. PAD FOOTING AS MASONRY PATIO ABOVE ^ua n ry Z 6 w NEW d PER DETAIL 14/A-402. I I I BACKFILL OMPAGT I m N N 1 ~-� F ® ln m I Q 11J I9 z JJ ~ ' w � BATHROOM 4 > v MODIFIED 2 U 2 r POUR NEW FT6. AROUND EXIST. FOOTINGS IF REO.'D I I H F I I m _ 1I R� I II PROJECT: PAD FOOTING N.I.F. EXIST. OR PROVIDE NEW) - GAR GARAGE - EVERY 6". w-- � L -F Q SLAB ON GRADE^ I PROVIDE 3" I 18 I z L �Lu w�z I N w O 1I 0 4 O I I _ _ GONG. SLAB !^!/ a p N ® cn IS V.I.F. EXIST. W'xWX12" DEEP. P. GONG. FT6. (MIN. SIZE) OR --- - ' =rr �r I E (3) IL p O tu d NEW(3) • Q RERISI PROVIDE NEW AS PER DETAIL 12/A-402 AS REQ.'D. 14 STONE FINISH - pp w I PRO EXIST. COLUMNS PROVIDE SUFFICIENT BEARING AT � I I � - - 4 mum; - - 2'x8' HDR u > ®Q z 2"x5" HDR U _ 1 � J EXIST. GAP PLATES;PROVIDE NEW C- - PLATE IF REO.'D. ` . . .. . . : . . . .. . MASONRY PATIO ABOVE NEW 24"xl2" DEEP P. GONG. CONTINUOUS FOOTING AS PER I I I 8 - � I •. II ,�1 N 8 q Iq DETAIL 5-A/401. DRILL B EPDXY PIN NEW FOUND. WALL B I I II 21 FT6. INTO EXIST. FOUND. B FT6. WHERE FOUNDATIONS MEET. Iq I I BACKFILL;COMPACT IN 6" NEW I6"x5" DEEP P. GONG. CONTINUOUS FOOTING AS PER I LIFTS B PROVIDE 3" GONG. I 1515 CALVES NECK ROAD ;-, -- 20 DETAIL 5-A/401. DRILL B EPDXY PIN NEW W FOUND. ALL B ( I 1° I L SLAB w/STONE FINISH FT6. INTO EXIST. FOUND. B FT6. WHERE FOUNDATIONS MEET. I L ° . , I SOUTHOLD NY 11971 STEPPED FOOTING 21 NEW Ib"x&" DEEP P. GONG. CONTINUOUS FT6. - FT6. TO STEP AS NEEDED TO ALIGN WITH EXIST. FT6., As - DRAWING TITLE: PER DETAIL 10-A/402.V.I.F. EXIST. FT6. DEPTH. I II'-3y2" 10' CONCRETE APRON I I I CENTER ON EXISTING FOUNDATION PROPOSED STRUCTURAL PLAN 22 1. PROVIDE CONCRETE APRON SLAB TO TRANSITION q SMOOTHLY FROM 5LA13 EL. TO GRADE q 23 2. APRON SLOPE SHALL BE NO STEEPER THAN 1.12 Ib-0" CENTER 3. GROSS SLOPE MEASURED PERPE`_NDIGULAR TO - - - - - - - - - TRAVEL OF APRON SHALL BE NO STEEPER THAN 1:45 (2% SLOPE) 4. BROOM FINISH TO PROVIDE SLIP-RESISTANT SURFACE O PAGE: TOP OF FOUND. WALL MAY BE STEP=ED DOWN AS ^2'x18' GONG. APRON- _ 22 REO.V TO ACCOMMODATE 6ARA&E DOOR CLOSURE =a (VERIFY DIM. IN FIELD) 22 S-101001 SOIL BEARING CAPACITY NOTE_ STRUCTURAL DESIGN OF FOOTINGS ASSUMES A SOIL BEARING CAPACITY OF 1.0 TON/5-F- FROP05EI7 FOUNI7A710N STRUGTURAL PLAN DATE: 12/01/22 18 OF 24 SCALE: 1/4" = 1'-0" I yF�, 6ENERAL 5)0001 �BOL <E� : a. CD 0) _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.G. STL. W Z O EXISTING TO REMAIN WHEN APPLICABLE) J T-i f---{ NEW WOOD FRAME (L.cS. NEW FOUNDATION WALL Q W >: F- � 5TL. WHEN APPLICABLE) m Z NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL WOOD FRAME (L.G. STL. P05T FOR 4" WALLS O J WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL Lo POST FOR b" WALLS), U.O.N. w 0 NEW 2-HR FIRE RATED0 WOOD FRAME (L.G. STL. LO m WHEN APPLICABLE) Z O it STRUCTURAL PLAN NOTES Q W OSINGLE SPAN STRUCTURAL MEMBER: I STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS ACROSS MULTIPLE SPANS. PROVIDE_ SPLICES DIRECTLY Z 0) (0 ABOVE INDICATED POSTS. "J %-I H 2 OUTLINE OF LOAD-BEARING WALL ABOVE % O (TYP.) Y .` � Z N LATERAL SUPPORT OF FLITCH BEAM 3O PROVIDE BLOCKING TO FLITCH PLATE FLUSH BEAM FROM W � PARALLEL F.J. TO ENSURE ADEQUATE LATERAL BRAGIN5 OF STRUCTURAL MEMBER. Lo _ �O FORMER STAIR OPENING: PROVIDE NEW 2"x8" F.J. ® Ib" O.G. TO FRAME IN FORMER STAIR OPENING TYPICAL LEDGER BOARD: O5 I. (1) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS 2. SECURED w/(2) 5/5" R x 5" LONG H.D. GAL. LAO W BOLTS ® 16" O.G. 3. INSTALL H.D. GALV. JOIST HANCER5 BY 'SIMPSON' - - (OR EQUAL) F- 4. PROVIDE FLASHING TUCKED UNDERNEATH 51DIN6 b W BENT OVER TOP EDGE OF LEDGER BD. H JOI5T HANGERS 0 FLUSH BEAM_ = J Ob PROVIDE SIMPSON 'LU5210' FACE MOUNT JOIST HAN6ER5 I V.I.F. EXIST. V.I.F. EXIST. V.I.F. EXIST. I V J CONNECTING EACH F.J. TO FLUSH BM. (2) 2"x8" HDR (2) 2"x8" HDR (2) 2"xV, HDR NEW STL. COL. (TYPJ: I O3-1/2" O.D. 5-CH 40 5TL. COL. (ASTM AI23) BY 51MS STEEL NEW T_;..:.. (OR EQUAL) LANDING EXIST. FRAME al DECK TYPICAL P. GONG. FOOTING 8 MALL CONSTRUCTION:O - pl• (2) 2"xb" P.T. SILL PLATES w/COPPER TERMITE SHIELD -_ _ _ _ _ _ ter. • ANCHOR BOLTS AS PER PACE 0-003 I NEW(2) I.-75"xllb75" 6.P. 2.OE LVL w/ • P. GONG. FOUND. WALL AS PER DETAIL UPON (I) 0.315" THK. STL. FLITCH PLATE HDR x _ • P. GONG. FOOTING AS PER DETAIL N I • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR K • B.O. FOOTING 3'-0" BELOW GRADE MIN. « -j NEW LIVING z 1 • 1/2" EXPANSION JOINT ® PERIMETER OF SLAB (WHEN v z ROOM APPLICABLE) 1� I NEW OUT • AIR ENTRAIN P. GONG. FOR POROHES / PATIOS/ Iz x ` 1 SHOWER STOOPS (WHEN APPLICABLE) �y `OPEN TO I 4' x 4' • MASON TO ACCOUNT FOR FINISH STONE ON THIN SET tc iL p ABOVE FOR HEIGHT OF WALL d SLAB (P4HEN APPLICABLE) I O O NEW DINING O O x m x- ROOM x- - NEW (2) I.715" 1.25�C.P. 2.OE LVL HDR NEW(2) I.15"xl1.25' 6.P. 2.OE LVL HDR I NEW(2) I.T5"x11.25' O.P. 2.OE LVL HDR OHOLDOWN: ® ® t -1 U1 q HOLDOWN '0' AS PER PAGE 6-003 l a Z Z Z NEW SIMPSON I 3 1 Qr a p HCUS210-4 p n p) 2 HANGER ( �1 1 � O w 1 O w to BEAM POCKET (TYP.) I z x z O -i X w Q MODIFIED x z x I tV cV m LOCATE 5TL. COL. DIRECTLY 0 Q t- KITCHEN " " i " NI BENEATH (2) 2"xb" POST TO TYPICAL CLOSED FOUNDATION N N I 0. j - 13 -i NEW 2"xl0 F.J. ® I6 O.G. N NEW 2"xl0 F.J. ® I6" O.G. II ® PORCHES / PATIOS: ? RIDGE ABOVE a ,L v I a a � I. SEE NOTED DETAILS w tL NEW(3) 1.15"xq.5" C.P. 2.OE LVL w/(2) 0.5" THK. 5TL. u?�� O O - � O O I z Qrl 2. ALL HORZ. SURFACES SHALL BE PITCHED ® 1:45 AWAY FLITCH PLATES FLUSH BM. BELOW EXTERIOR WALL ABOVE X O 1= u?Q x= 0 0 I n 0 z FROM BUILDING - - - - - - - - - - - -.Q v � X z - - N Z 3. FOR SLABS ABUTTING FRAMING, INSTALL COPPER - - - - - - - - - - - - - - J Ir � ® Sn m - - K ® O O EXIST. GREAT w�1 N FLASHING FROM 12" ABOVE AND ADJACENT TO SLAB, w T w x NEW(3) 2"xb" NEW(3) 2"xb" T 2 b ?v m 3� z - z ROOM z= BED ALL FLA5HIN6 IN ASPHALTIC MASTIC 16 ►� 0 1^ Ws 4. PORCH /PATIO WALLS OF SEPARATE POURS SHALL POST TO POST TO tL = O -i I- N to 2 PROVIDE MIN. (4) 2"xb" KING FLUSH BM. WORKBENCH/STORAGE FLUSH BM. 3= O z O o ttu-1-t S-0 Ix (5 STUDS BETWEEN EACH HDR. BE DOWELED w/#5 ® 8" O.G. VERTICAL TO EA. OTHER z O� x- z 0. w ATTACH HDR'S TO STUDS w/ Z d TO MAIN FOUND. 3 x- z u SIMP50N LUS28-2 HANGERS NEW(3) I.'15"x11.815" 6.P. 2.OE LVL w/(2) O.5" THK. STL. tv® ® I NEW(2) 2"xlO" F.J. BENEATH FOUND. 4 POSTS FOR WD. DECK: FLITCH PLATES BENEATH CLOSET WALL ABOVE NEW(2) 2"xl0" HDR -� CLOSET WALL ABOVE c^v p 13 P.T. POST d 12"� P. GONG. PIER - - - - - - I - NEW AS PER DETAIL 3/A-401. - - - --}- - f -- -- EN (Z2 2 xl0" SUNROOM w� Z (FLUSH BM a a 4D FL. ST`IRS NEK(5) I.15"xq.5" O.P. 2.OE LVL w/(2) 0.5" THK. 5 2 z iv N U 14 NEW 4" THK. UN-REINFORCED P. GONG. SLAB l p FLITCH PLATES FLUSH SM. BELOW HALLWAY WALL VE _ H o N - - - - I NEW I I.8-15" TJI 250 z . - -f - - - -- - - N -�-- - - - NEW(2) 2"xb" BEAM SEAT w/ FOOTING I�'q dJ NEW(2) I.?5"xq.5" G.P. 2.OE LVL FLUSH BM. O z x F.J. ® Ib" O.G. w x NEW ? b b BENEATH HALLWAY WALL ABOVE POST TO 15 PROVIDE SIMPSON 6LB BEAM SEAT CONNECTOR UPON tV z cY NEW MUD ROOM PINE ►L 0 u FLUSH BM. n=) NEW(5) 2"xb" KING STUD; 0 0 '1 ATTACH HDR'S TO STUD w/DETAIL II/ DEEP P. GONG. PAD FOOTING A5 PER O O 1 DETAIL II/A-402. MODIFIED 2 RM x= s w iq SIMPSON LU528-2 HANGERS; > PROVIDE FLASHING AT ANY WOOD/CONC. CONNECTIONS. iv STUD TO AL50 PROVIDE a[i r{ BEARING TO FLUSH BM. GAR GARAGE �� = U NEW (2) 2"xl0" F.J. BENEATH N � NEW (5) 2"xb" O 3 ® NEW 0 O HALLWAY WALL ABOVE PAD FOOTING NEW(3) 2"xb" POST TO _ _ -WALK IN NEW z= - - - L - =� E - --M- - N I6 PROVIDE 30"x30"x18" DEEP P. GONG. PAD POSTS TO HDR FLUSH BM. NEW(2) N (2) NEW(2) GL = - - - -„ - - CV PANTRY N - NEW (2) I."15"xqS G.P. 2.OE LVL FLUSH FOOTING AS PER DETAIL 13/A-402. 2_x8_HDR �2.lx=V HDR 2"x8" HDR - m -- NEW K ® NEW (2) 2"x4" BM. BENEATH BATHROOM WALL ABOVEW Q � w p NEW (3) 2"xb" NEW I.-15"xllb75" G.P. 2.OE LVL FLUSH BM. BENEATH FOYER z - x POST TO � PAD FOOTING POST TO o 0 STUDS SUPPORTING BATHROOM DOOR HDR ABOVE u FLUSH BM. - 1 PROVIDE 42"x42"xl8" DEEP P. GONG. PAD FOOTING AS �, _ _ _ _ _ d� FLUSH BEAMS - m- J J �? �? NEW(2) I x x l x 3 N PE R DETAIL 14/A-402. pPOUR NEW FT6. AROUND EXIST. FOOTINGS IF REQ.'D = 1�I1 3 O X_ O 2"x4" POST NEW 2"xl0" F.J. PROJECT: w- - w- NEW 2"xl0" F.J. ^ z PAD FOOTING N.I.F. EXIST. OR PROVIDE NEW) w - �F- --- -1 -�-- - z-X NEW z `x- STACKED n N ® I6" x- x- ® I6" O.G. iv® BENEATH (2) 3 3 IS V.I.F. EXIST. IS"x15"x12' DEEP. P. GONG. FT6. (MIN. SIZE) OR NEW (5) I.-15"x11.8'15' G.P. 2.OE LVL w/(2) 0.5" THK. 5TL. COVERED PORCH iv® 2"x4" POST w w PROVIDE NEW AS PER DETAIL 12/A-402 AS REG.'D. z FLITCH PLATES BENEATH 01-05ET WALL ABOVE ABOVEE (3 z NEW(5) z NEW(2) NEW(2) NEW (2) zw R E R I S EXIST. GAP COLUMNS PROVIDE ES;PROVIDE NEWFFICIENT INO GAP PLATE 1F REO.D. I NEW (2) 1.15"xq.5' G.P. 2.OE LVL DROPPED BM. 8 HDR _ 2"x8_HDR 2"x8" HDR 2"x8" HDR 2"x8" HDR ADDITION NEW(2) = NEW (2) - NEW 24"A2" DEEP P. GONG. CONTINUOUS FOOTING AS PER W 2"xb" POST V.I.F. EXIST. (2) 2"Xb" �x I."IS"xq.5" O.P. �x Iq DETAIL 8-A/401. DRILL 8 EPDXY F'IN NEW FOUND. ALL d TO BM. POST d CONNECT TO BM.; I cv p -'" 2.OE LVL HDR IN p I PROVIDE MIN. (4) 2"xb" KING _ FT6. INTO EXIST. FOUND. d FT6. WHERE FOUNDATIONS MEET. _ _ _ _ PROVIDE NEW AS REQ'.D _ w vO .mow STUDS BETWEEN EACH HDR. NEW TJI 250 �IQ z= - aaL ATTACH HDR'S TO STUDS w/ NEW Ib"xW DEEP P. GONG. CONTINUOUS FOOTING AS PER SIMPSON HUS25-2 HANGERS 1515 CALVES NECK ROAD W 20 DETAIL 5-A/401. DRILL d EPDXY PIN NEW FOUND. ALL # F.J. ® I " O.G. z Q N® NEW lu z p FT6. INTO EXIST. FOUND. a FT6. WHERE FOUNDATIONS MEET. Iry Q I / \ I I PORTICO SOUTHOLD NY 11971 STEPPED FOOTING 2I NEW �Ib"xW DEEP P. CONC. CONTINUOUS FT6. w -NEW (2) 2"x8' DR OPPED BM � FT6. TO STEP AS NEEDED TO ALIGN WITH EXIST. FT6., AS Iz ( / \ I DRAWING TITLE: PER DETAIL 10-A/402. V.I.F. EXIST. FT6. DEPTH. / \ CONCRETE APRON / \ ( PROPOSED STRUCTURAL PLAN 22 I. PROVIDE CONCRETE APRON SLAB TO TRANSITION SMOOTHLY FROM SLAB EL. TO GRADE / \ 2. APRON SLOPE SHALL BE NO STEEPER THAN 1:12 3. GROSS SLOPE MEASURED PERPENDICULAR TO / \ TRAVEL OF APRON SHALL BE NO STEEPER THAN 1:45 NEW (2) I.15"x1I.25" O.P. 2.0E LVL HDR (2% SLOPE) 4. BROOM FINISH TO PROVIDE SLIP-RESISTANT SURFACE TOP OF FOUND. WALL MAY BE STEPPED DOWN AS PAGE: 22 REO.'D TO ACCOMMODATE 6ARA6E DOOR CLOSURE (VERIFY DIM. IN FIELD) S-102m0l SOIL BEARING CAPACITY NOTE_ STRUCTURAL DESIGN OF FOOTINGS ASSUMES A SOIL BEARING CAPACITY OF 1.0 TON/S.F. PROPOSED FIRST FLOOR STRUGTURAL. PLAN DATE: 12/01/22 19 OF 24 SCALE: 1/4" = 1'-0" r? C) 0 S, $7 ()? C ENE AL- SYMEOL <EY : Q NEW PARTIAL HEIGHT EXISTING TO BE DEMOLISHED W Z_ O WOOD FRAME (L.G. 5TL. CN EXISTING TO REMAIN WHEN APPLICABLE) � J � NEW FOUNDATION WALL I Q �-----{ NEW WOOD FRAME (L.G. � C � W >" 5TL. WHEN APPLICABLE) Z NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL V WOOD FRAME (L.G. 5TL. ® P05T FOR 4" WALLS J J WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL I- Lo Y P05T FOR b" WALLS), U.O.N. O O NEW 2-HR FIRE RATED O O O WOOD FRAME (L.G. 5TL. Q. Lo m WHEN APPLICABLE) ZIt ca O H STRUCTURAL PLAN NOTES Q W J SINGLE SPAN STRUCTURAL MEMBER: oo O STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS > O ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY Z 0) (0 ABOVE INDICATED POSTS. Y T-i O 2 OUTLINE OF F LOOAD BEARING WALL ABOVE (TYP.) Z � 4 LATERAL SUPPORT OF FLITCH BEAM w J N O3 PROVIDE BLOCKING TO FLITCH PLATE: FLUSH BEAM FROM LL W (o PARALLEL F.J. TO ENSURE ADEQUATE LATERAL BRACING OF STRUCTURAL MEMBER. I` O Ln OFORMER STAIR OPENING: O Q 4 PROVIDE NEW 2"xb" F.J. ® Ib" O.G. TO FRAME IN FORMER STAIR OPENING TYPICAL LEDGER BOARD: (� I. (1) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS 2. SECURED w/(2) 5/5" (P x 5" LONG H.D. GAL. LAG W BOLTS ® 1611 O.G. 3. INSTALL H.D. 6ALV. JOIST HANOER5 BY 'SIMPSON' (OR EQUAL) 4. PROVIDE FLASHING TUCKED UNDERNEATH 51DIN6 d I V BENT OVER TOP EDGE OF LEDGER BD. W F_ U JOIST HANGERS 0 FLUSH BEAM: _ J Ob PROVIDE SIMP5ON 'LU5210' FACE MOUNT JOIST HANGERS co-) w J CONNECTING EACH F.J. TO FLUSH BM. Q' NEW 5TL. COL. (TYPJ: O 3-1/2" O.D. SGH 40 5TL. COL. (A5TM A123) BY 51MS STEEL (OR EQUAL) A TYPICAL P. GONG. FOOTING HALL CONSTRUCTION: O • (2) 2"xb" P.T. SILL PLATES w/COPPER TERMITE SHIELD __ y 4 SILL SEAL - - -- • ANCHOR BOLTS AS PER PAGE 6-003 I NEW(2) 1.75"xq.5" O.P. 2.OE LVL HDR I > • P. GONG. FOUND. WALL AS PER DETAIL UPON • P. GONG. FOOTING AS PER DETAIL _ _ _ J I • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR • B.O. FOOTING 3'-0" BELOW GRADE MIN. • 1/2" EXPANSION JOINT® PERIMETER OF SLAB (WHEN I I APPLICABLE) I ' `OPEN TO • AIR ENTRAIN P. GONG. FOR PORCHES/PATIOS/ STOOPS (WHEN APPLICABLE) • BELOW MASON TO ACCOUNT FOR FINISH STONE ON THIN SET FOR HEIGHT OF WALL d SLAB (WHEN APPLICABLE) Q NEW MASTER —- - -— —- - -— —- - -— OHOLDOWN: ixBEDROOM I NEW (5) 2"AO" HDR NEW(3) 2"xl0" HDR NEW (5) 2"xl0" HDR q NEW (2) 2"xb" HOEDOWN 'D' AS PER PAGE 6-003 CATHEDRAL POST TO I v v FLUSH BM. I NEW dJ O to BEAM POCKET (TYP.) z NEW (2) 2"x4" GL. iv POST TO TYPICAL CLOSED FOUNDATION ' FLUSH BM z ® NEW v v NEW v v F + II ® PORCHES / PATIOS: BEDROOM 2 BEDROOM 3 I. SEE NOTED DETAILS I dJ O dJ O v w 2. ALL HORZ. SURFACES SHALL BE PITCHED ® 1:46W AAY 120 S.F. x = 122 S.F. X= 0-� N FROM BUILDING - - - - �p Z 3. FOR SLABS ABUTTING FRAMING, INSTALL COPPER I el'-O" G.H. LINE t - - - _ - - _ --_ —- t ® � ® Xw O FLASHING FROM 12" ABOVE AND ADJACENT TO SLAB, I NEW(3) 2"xl0" HDR inA<W�� z z ® N� ()o BED ALL FLASHING IN ASPHALTIC 114ASTIC r 4. PORCH/PATIO WALLS OF SEPAR4%TE POURS SHALL NEW - n I NEw(2) O z V NEW o cs NEW(2) m w fA 2"xb" - O�u BE DOWELED w/#5 ® b" O.G. VERTICAL TO EA. OTHER I NEW(4) 2"x4" v r > BEDROOM 4 a z d TO MAIN FOUND. P ST STACKED HALLWAY 2"xb" �j r O Y ttu _ 13 FOUND. 8 P05T5 FOR HD. DECK: EN IDLE ATH OABOVE N (2) 2"xb" FLUSH BM.ST TO F ST TO m D_N H ^ X p p 244 S.F. rlw F U Q �-�N I 1 !I - 3 Qu� O NEW (2) 2"xb" HDR N- 3l� O d) lu �u - z C] ND. P.T. POST 8 12"(P P. GONG. PIER _ _ _ _ w - x z in w x O O AS PER DETAIL 3/A-401. NEW w ® z I ! ! �v VIEW NEW NEW 3N_ r�l N x� 0 OI - — — — LBUILT t2"xb(POST v z 1 / II N GL. GL. GL. N m ® N U NEW 4" THK. UN-REINFORCED P. GONG. SLAB - w ry z 14 IN TO RIDGE U I 1 / I � _ 31 z �- Z � EW W - ---- � w NEW(2) NEW (2J W t 3 w OBEAM SEAT W FOOTING WA K-IN p Q rv � I v -� z 2"xb" HDR 2"xb" HDR z L z 2 Z 15 PROVIDE 5IMP50N 6LB BEAM SEAT CONNECTOR UPON L. I I OC p NEW K ® NEW (2) I O O DETAIL II/A-402. = O � zl pl w zl pl NEW NEW(2) 2"x4" V V 24"x24"xl5" DEEP P. GONG. PAD FOOTING AS PER v v p_ 111 O W- W W OFFICE z W W I HALLWAY p d Y z POST TO PROVIDE FLASHING AT ANY WOOD/GONG. CONNECTIONS. I x Q N � NEW (2) FLUSH BM. i ri PAD FOOTING ram- O I I x d W 2"xb_' HDR N L� til CA 3 Ib PROVIDE 30"x30"xlb" DEEP P. GONG. PAD z �, 'm4 z - ---- NEW(5) 2"xlo" HDR _ _ I - N FOOTING AS PER DETAIL 13/A-402. _ Q NEVy - - - - - PAD FOOTING LU wZ BUILT-IN v v 0 ® ? ? ? o �wQ zLu NEW(2) I i00 Q- vU0 V O UV I"f PROVIDE 42"x42"xib" DEEP P. GONG. PAD FOOTING AS �� y ,- r x= PER DETAIL 14/A-402. L — — - - — -z n - HDR i cV 4 POUR NEW FTC. AROUND EXIST. FOOTINGS IF REO.D - NEW(2) I ® iv `9 NEW NEW iN`9 GL. PROJECT: PAD FOOTING (V.I.F. EXIST. OR PROVIDE NE - -� - 2 x4 I z ® BATHROOM 2 . z BATHROOM 3 z POST TO 18 V.I.F. EXIST. I5"xib"A2" DEEP. P. CONC. FT6. (MIN. SIZE) OR OIzz NEW(4) 2"x4.. I z R ER IS PROVIDE NEW AS PER DETAIL 12/A-402 AS REG2.'D. I — POST STACKED FLUSH BM. V.I.F. EXIST. COLUMNS PROVIDE SUFFICIENT BEARING AT F v BENEATH POST NEW (3) 2"xl0" HDR NEW(3) ZAO" HD NEW (3) 2"AO" HDR VE ADDITION EXIST. GAP PLATES;PROVIDE NEW GAP PLATE IF REO.'D. lua TO RIDGE I -- - -- -- - - - -- - - -- W v NEW 2'8 G.T. � NEW 24"xl2" DEEP P. GONG. CONTINUOUS FOOTING AS PER 10 W 1q DETAIL b-A/401. DRILL $ EPDXY PIN NEW FOUND. WALL 4 Q FT6. INTO EXIST. FOUND. $ FT6. WHERE FOUNDATIONS MEET. / J a W NEW MASTER z o 1515 CALVES NECK ROAD NEW Ib"xb" DEEP P. GONG. CONTINUOUS FOOTING AS PER BATHROOM I N DETAIL 5-A/401. DRILL d EPDXY PIN NEW FOUND. WALL d FTC. INTO EXIST. FOUND. Q FTC. WHERE FOUNDATIONS MEET. SOUTHOLD NY 11971 STEPPED FOOTING O I O 21 FTG.ITO STEP AS NEEDED TO ALION NI H EXIST. FT6., AS DRAWING TITLE: PER DETAIL 10-A/402. V.I.F. EXIST. F7 6. DEPTH. CONCRETE APRON I z PROPOSED STRUCTURAL PLAN 22 I. PROVIDE CONCRETE APRON SLAB TO TRANSITION v 0% SMOOTHLY FROM SLAB EL. TO 6R:ADE I I O Z 2 lu . APRON SLOPE SHALL BE NO STEEPER THAN 1:12 O z 3. GRASS SLOPE MEASURED PERPENDICULAR TO z~O TRAVEL OF APRON SHALL BE NO STEEPER THAN 1:48 U (2% SLOPE) - - -— 4. BROOM FINISH TO PROVIDE SLIP-RESISTANT SURFACE TOP OF FOUND. WALL MAY BE STEPPED DOWN AS PAGE: 22 REGt.V TO ACCOMMODATE GARAGE DOOR CLOSURE (VERIFY DIM. IN FIELD) S-103m0l 501L BEARING CAPACITY NOTE: 5TRUGTURAL DESIGN OF FOOTINGS A13SUME-5 A 501L BEARING CAPACITY OF 1.0 TON/S.F. i=ROP05ED SECOND �LFLOORSTRUGTURAL FLAN DATE: 12/01/22 20 OF 24 SCALE: 1/4" = P-O" (5ENERAL 5*"rMBOL E'*r : d� Q U EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.O. STL. LW N WHEN APPLICABLE) I EXISTING TO REMAIN J t —�---{ W FOUNDATION WALL Q W >- NEW WOOD FRAME (L.G. NE �� C 5TL. WHEN APPLICABLE) Z O � NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL V J = WOOD FRAME (L.G. STL. POST FOR 4" WALLS -j WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL Lo POST FOR 6" WALLS), U.O.N. O NEW 2-HR FIRE RATED a C) 6 WOOD FRAME (L.G. STL. WHEN APPLICABLE) Z 1* on O H STRUCTURAL PLAN NOTES Z Q w J J 00 OSINGLE SPAN STRUCTURAL MEMBEr-:_ STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY B �J � ABOVE INDICATED POSTS. Y T-i O 2 OUTLINE OF LOAD-BEARING WALL ABOVE (TYP.) z vi LATERAL SUPPORT OF FLITCH BEAM N O3 PROVIDE BLOCKING TO FLITCH PLATE FLUSH BEAM FROM PARALLEL F.J. TO ENSURE ADEOUATE LATERAL BRACING F OF STRUCTURAL MEMBER. t- Lo O FORMER STAIR OPENING: PROVIDE NEW 2"x5" F.J. ® Ib" O.G. TO FRAME IN FORMER rl J O STAIR OPENING TYPICAL LEDGER BOARD: O5 I. (1) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS 2. SECURED w/(2) 5/8" Q x 5" LONG H.D. GAL. LAC BOLTS ® 1611 O.G. 3. INSTALL H.D. CALV. J015T HANGERS BY 'SIMPSON' (OR EQUAL) U 4. PROVIDE FLASHING TUCKED UNDERNEATH 510IN6 b W BENT OVER TOP EDGE OF LEDGER BD. _ _ _ _ _ _ - - - - - - - - - ~ C.0 JOIST HANGERS ® FLUSH BEAM: Ob PROVIDE SIMPSON 'LU52I0' FACE MOUNT JOIST HANGERS CONNECTING EACH F.J. TO FLUSH BM. I U J NEW STL. COL. (TYP.): I I Q O 3-1/2" O.D. SCH 40 STL. COL. (ASTM A125) BY SIMS STEEL Lu (OR EQUAL) u TYPICAL P. GONG. FOOTING 4 WALL CONSTRUCTION: m - _ m Qp O • (2) 2"xb" P.T. SILL PLATES w/COPPER TERMITE SHIELD - - TC - - - - r - - - - - W1 t- 4 SILL SEAL 12:12 PITCH VNEW(2) �� Q_Q • ANCHOR BOLTS AS PER PAGE 6-00'3 2"xb" POST I - 0Z • P. CONC. FOUND. WALL AS PER DETAIL UPON Q • P. CONC. FOOTING AS PER DETAIL m PING (2 -W DRiSW�L TO RIDGE q� D EXTERIOR • B.O. FOOTING 5'-0' BEL W GRADE MIN. ( 12:12 PITCH • 1/2" EXPANSION JOINT® PERIMETER OF SLAB (WHEN I I 6:12 PITCH w Q O (N OL APPLICABLE) p l c_v x Q� c_v • AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS / I DORMER r W J F— STOOPS (WHEN APPLICABLE) O D u • MASON TO ACCOUNT FOR FINISH STONE ON THIN SET FOR HEIGHT OF WALL d SLAB (WHEN APPLICABLE) I X z� I El El0, L� - d Q R� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - NEW 2"x8" R.R. = NEW 2"x8" R.R. ; OHOLDOWN: ® Ib" cu'v HOLOOWN 'D' AS PER PAGE 6-005 I E r to BEAM POCKET (TYP) I m 12:12 PITCH I I ;W 3 w DORMER X I I a nc X X TYPICAL CL05ED FOUNDATION z NEW(2) 1:75"x'7.25" 6.P. z � ��O IK v a = II 6 PORCHES / PATIOS: I I 6:12 PITCH 2.OE LVL R.R. I. SEE NOTED DETAILS (SUPPORTING WALL 0 ~ dJ O dJ Q ~ w dJ O ~ w dJ O w d)q d) O a x= xo a x= Q x= a xo x= n 2. ALL HORZ. SURFACES SHALL BE PITCHED ® 1:48 AWAY T:2 :2 GH R.R.) J ry cr N N O N O = •9 O N Z FROM BUILDING ��NEW (2) 2"xb" R.R. w/ 12:12 - - - - -_ _-_ - _ _ ® N w� q ® p 3 ® p m ® N O 5. FOR SLABS ABUTTING FRAMING, INSTALL COPPER PITCHBELOW DO t LR u� w w w FLASHING FROM 12" ABOVE AND ADJACENT TO SLAB, `� I� z Z HIV Z 4. PORCH/PATIO BED ALL IWALLS ASPHALTIC OF MA5TI0 SHALL I I 0 w v w z~ z Z tu_ W (2) 2"x4" POST F BE DOWELED w/#5 ® 5" O.G. VERTICAL TO EA. OTHER I F - F _ LU RIDGE FROMd TO MAIN FOUND. I NEW 2"x8" R.R. LL wQ dJ 0. d) O NEW 2) NEW(2) 2"x4" P05T FLUSH BM. BELOW NEW(2) 2"xb"® Ib' O.G. �_ _ .p 2"xb" POST TO RIDGE FROMFOUND. $ P05TS FOR WD. DECK: I QN n ® ui �® TO RIDGE FLUSH BM. BELOW NEW 2 10 RIDGE NEW 2 10 RID POST TO RIDGE// I Ix a WD. P.T. POST B 12"cP P. GONG. PIER C — m — — z z NEW 2"x10" "x "x 6E I Z AS PER DETAIL 3/A-401. NEW (4) 2"x4" wto,0 I` I RIDGE - O 14 NEW 4" THK. UN-REINFORCED P. GONG. SLAB I �� 5 MASON BA210 HDAN6ER NEW (2) 2"xl0" RIDGE N ~ POST TO RIDGE ( W in p NEW(2)� I IY ( I I I ~ BEAM SEAT w/ FOOTING I 2"xb" P05T-/ W I z 15 PROVIDE SIMP50N 6LB BEAM SEAT CONNECTOR UPON I I 12:12 PITCH x �� TO RIDGE = i i _ Q I N J I V U 24"x24"x18" DEEP P. GONG. PAD FOOTING AS PER m I -- in N N 0 X= X= n n DETAIL II/A-402. X Q (V Q (V — LLJ TA PROVIDE FLASHING AT ANY WOOD/GONG. CONNECTIONS. J 1 N 3 �_ I 3 ® X ® I a 3Iw Jw a PAD FOOTING NEW (2) 2"x4" POSTS w q� w d d) O oi p ~ a ��u tau 0 � U z z I F a dJO 2 � O k �O dlO 0 N Ib PROVIDE 5O"x30"xIb" DEEP P. CONC. PAD TO RIDGES FROM z �� N x = Q a x= f! [X x= a _ p x= N W Cn cv- d) N O N N O cv O tV d) N - N FOOTING AS PER DETAIL 13/A-402. I FLUSH BEAMS BELOW �- - - - - - - - = x K p p p x F- - - - — — — — — — - - N K ® �,o �, w ® �, w ® �,o w ® "- o O PAD FOOTING NEW(2) I.75"x'125" G.P. I z N m z z N z 1, PER DPROVIDE ETA�L 14/A x41082 DEEP P. GONG. PAD FOOTING AS I I (SUPPORTING WALL ( A v PROJECT: POUR NEW FTC. AROUND EXIST. FOOTINGS IF REQ.'D I I - _ - - - BENEATH 5:12 PITCH RR) I I Qi�j = I ^� z Q PAD FOOTING (V I F EXIST OR PROVIDE NEW I C - - IS V.I.F. EXIST. IS"x18"xl2' DEEP. P. CONC. FT6. (MIN. SIZE) OR I I z %Q D ~ I I Lu z �SJ o- NEW 2"xb" PROVIDE NEW AS PER DETAIL 12/A-402 AS REQ.'D. I I 2"x4"EP054T 12:12 PITCH I I N® N I R.R. ® Ib" O.C. I R E R I S V.I.F. EXIST. COLUMNS PROVIDE SUFFICIENT BEARING AT TO RIDGES -� - - _ - - - - - _ _ EXIST. GAP PLATES;PROVIDE NEW GAP PLATE IF REG.'D. I I - _ - - - - _ - _ _ _ _ - - ADDITION O NEW xl 24 2" DEEP P. GONG. CONTINUOUS FOOTING AS PER „ I a IIEll Ell IQ DETAIL 8-A/40I. DRILL d EPDXY PIN N'EW FOUND. WALL d Lu FT6. INTO EXIST. FOUND. d FT6. WHERE FOUNDATIONS MEET. ,e NEW I6"x8" DEEP P. GONG. CONTINUOUS FOOTING AS PER I I I I 5:12=PI H +4j _ , 5:12 PITCH 1515 CALVES NECK ROAD DETAIL 5-A/401. DRILL d EPDXY PIN NEW WA LL ALL d I I ry ~ FT6. INTO EXIST. FOUND. d FT6. WHERE FOUNDATIONS MEET. I NEW 2"x8" R.R. NEW 2"x8" R.R. I r SOUTHOLD NY 11971 ® I b" O.G. STEPPED FOOTING I z I I J cri L 21 NEW Ib"xb" DEEP P. GONG. CONTINUOUS FTC. FT6. TO STEP AS NEEDED TO ALIGN WITH EXIST. FT6., A5 r DRAWING TITLE: PER DETAIL 10-A/402. V.I.F. EXIST. FT0. DEPTH. n I PROPOSED STRUCTURAL PLAN CONCRETE APRON 22 I. PROVIDE CONCRETE APRON SLAB TO TRANSITION 12:I�2_P z SMOOTHLY FROM SLAB EL. TO GRADE NEW (2) 2. APRON SLOPE SHALL BE NO STEEPER THAN 1:12 3. GROSS SLOPE MEASURED PERPENDICULAR TO 2 xb' POST TRAVEL OF APRON SHALL BE NO STEEPER THAN 1:4b I TO RIDGE — — 4. BROOM FINISH TO PROVIDE SLIP-RESISTANT SURFACE m m PAGE: TOP OF FOUND. WALL MAY BE STEPPE) DOWN AS 22 REO.'D TO ACCOMMODATE 6ARAOE DOOR CLOSURE S A (VERIFY DIM. IN FIELD) _jo 00j. SOIL BEARING CAPACITY NOTE: STRUCTURAL DESIGN OF FOOTIN65 ASSUMES A SOIL BEARING CAPACITY OF 1.0 TON/S.F. DATE: 12/01/22 21 OF 24 FROPO5E17 ROOF FRAM I NO PLAN SCALE: 1/4" = P-0" 4" .•�" '~ A Ca t v • 4 APPROVED AS NOTED PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE DATE:. B.P.# CERTIFICATE OF OCCUPANC FEE: _ ?Y:NOTIFY BUILDIN( _;= SOLDER USED IN WA TER AT . SUPPLYSYSTEMCANNOT 765-1802, 8 AM TG 4 PM FOR THE FOLLOWING INSPECTIONS: EXCEED 2110 OF 1% LEAD 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONST�- " P! MUST BE COMPLETE J. ALL CONSTRUCTICI, oriALL MEET THE :. REQUIREMENTS OF THE CODES OF NEW 'As PLUMBINQ YORK STATE. NOT RESPONSIBLE FOR &WATER LINES NEED DESIGN OR CONSTRUCTION ERRORS. TESTING BEFORE COVERING COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF ELECTRICAL ZI ITHO n TOWN 7RA ' INSPECTION REQUIRED SQUTI 49T-T0W"tAftG BOARD SOUTHOLD TOWN TRUSTEES N.Y.S.DEC rRUSS PLACARDING REQUIRED OCCUPANCY OR DO NOT PRO.CEED.W{TI�. -- JSE IS UNLAWFUL FRAMING UNTIL SU NITHOUT CE.RTIFICAT of FouNDATION ►o -, HAS BEEN APPROVED - . 1F OCCUPANNCY . Fire separation required as per NYS Code ;STAIN STORM WATER RUNOFF 'URSUANT TO CHAPTER 236 + .THE TOWN CODE. Blower door All exterior lighting and ductwork Must provide Manuals installed,replaced or testing required. repaired shall conform D,J and S as per to Chapter 172 NYS Energy Code of the Town Code 51TE PLAN HATCH KEY: PROP05ED BUILDING ADDITION Q PROPOSED VERTICAL ENLARGEMENT FLOATING DOCK v 1, a 1- �LLJ Z O PROPOSED COVERED J r"'I PORCH/STOOP 4 POOL. 7 0Q N 1�( Q W >: o � FACE <E : J O o -QQ I ,QQ PROJECT LOCATION & SCOPE 0 0 0 o SITE LAYOUT NOTES: FROPOSED 2N[ ) STORY FRAME ADDITION AND 2 STORY FRAME SITE PLAN & ZONING DATA >- wRt m I. THI5 15 AN ARCHITECT'S 51TE PLAN 4 IS Z SUBJECT TO VERIFICATION BY A LICENSED ADDITIONS TO EX I ST I NO HOUSE AND OARAOE. FROFOSED O SURVEYOR. THE INFORMATION I = o REPRESENTED ON THI5 51TE PLAN 15 TO THE IN-OROUND POOL. FROPOSED H)"DRO-AGTION AN400 I/A OWTS. 11- ARCHITECT'S BEST OF KNOWLEDGE. 0-002 .00 GENERAL NOTES Z Q W 553°35'30_ � 2�ate\°off-�o 2. SURVEY INFORMATION WA5 OBTAINED ENERGY TABLE FROM A SURVEY DATED SEPTEMBER 17, STRUCTURAL DESIGN CHARTS 2021 AND PREPARED BY: Z (fl BARRETT BONAGGI $ VAN WEELE, PG � r•I O 30 �- • O-QQ5,QQ HOLDOWN, ANCHOR BOLT, 175A COMMERCE DRIVE Z >; d' HAUPPAUGE, NY 11788 STRAPPING, & NAILING DETAILS Q Z ' i TELEPHONE: (651) 455 1111 Ix 1 FASTENING SCHEDULE w C4 \\ \�..I I _ F (N�\t�AT,� :'..:.:.,. .. . � �R •� , �\�<� ::::.:. „ �\: `'�.> �,�\...� : �\��::�.�\��:w�\\�� o��,��:. \\�. O®�•.® GRAPHICS \9 � .\,. - � ._\ .\ \a�. .\��.. � Q FRAMING p Q .. TAX MAP # I000-65-1-57 BEAM CONNECTION PATTERNS --------------- ZONING DISTRICT R-40 NO FIREBLOCKING DETAILS 11 \ ��•56- LOT AREA 0.6 ACRES -I Q I ,QQ PROPOSED DEMOLITION PLANS UD r\ 11 R E ij 7 11 UO L M�,qN H � \ �547°3q'10"E 26.03' WATBR (�L GoB� -'/ `--- ---------- - ---------------- GofO -ONE FAMILY DWELLING NO. Z12081 NOV. 25, IQ83 U /-' _ Z� W LINE OF D - I- GofO -ADDITION No. Z-1522I JAN. 27, Ig8.7 F_ V _ ��RIS - 1 Jv -I Q2 ,QQ PROPOSED DEMOLITION PLANS v J NOTE` e2 --- I �' ME FAN GofO -DECK ADDITION No. Z-15222 JAN. 27, 1967 _ w I. FLOOD MAP DATA: _---__ _ AN {-11GH �4 MAP DATE Oq O166H5/200q T�N� LL --1N'g7'�R (>�L._Oz FEMA FLOOD ZONE X $ VE (EL &) Q FLOOD ZONES: X 8 VE (EL f3) WETLANDS DISTRICT PENDING 2. SITE PROTEGTI ON/51 LT FENG I NG TO BE 6 -- -------- --- INSTALLED AS REQUIRED BY THE TOWN OF ----- --_ _ 6 - I O .00 PROPOSED FOUNDATION PLAN SOUTHOLD. 6 _ ZONE VE (EL 5) DEC DISTRICT N.J. NE x � to 3. SURFACE WATERS OR WETLANDS ARE 10 ____ Z0 =o SUFFOLK COUNTY HD APPROVAL PENDING 4 BEDRM. y LOCATED WITHIN 300' OF THE PROPERTY. - l -- 4. ELEVATIONS REFERENCE NAVE) 198E °� - PROPOSED FIRST FLOOR PLAN I4y 1.2 HABITABLE SPACE EXISTING PROP05ED r PLANTER # i -vo / BASEMENT AREA 0 S.F. 142 S.F. BORD pA FIRST FLOOR AREA I,2 4 S.F. 1,e,42.1 S.F. ES7EFaR GI'10]1 I HAY BALES AN OR LIT FENGIN6 1 S<oo n 60 �' t- I ® ,QQ PROPOSED SECOND FLOOR PLAN 90UTPIOLD.N.Y.119•/I 46- IMITS OF G FARING, C RADING,�MQ _- �O /� /� 14 SECOND FLOOR AREA 788 S.F. I644.0 S.F. /PROPS OU�Q�'� /� 1 TOTAL BEDROOM COUNT 3 4 �- 4 a n STEPS 1 � - � ANDINGS L OL VAIRK Oft"LOAM SILTY c`' a.\c. \\ \. \ \ \. \\. cy �_-t ,: \\ PROPOSED ROOF SAM / \\\. \.\\\\\\\\' AN � � ��\..,.c\��\0��\\:� :\\\)\ I Ot/ .O® 00 PLAN TO .��\S..:aa.=,e.. \�\ :S\\. ��, FR PROP. STOOP I6.6' PROP PROP. OUT /PROP) b �6 O't`s qj % LOT _ TRELLIS SHOyyER 1 DW / <OA cq DESGRIPMON (FOOTPRINT) AREA COVERAGE _ MB'4 j�j(:5H- M- - 15.I� 3.a 3'x�7' �t 0 EXIST. 4'x4' _ ,00 a• P'�� WAT - _ _ 18. N - - - - - TOTAL LOT AREA 26,954.o S.F. PROPOSED EXTERIOR ELEVATIONS _ 1 PHoro #6 EXISTING ?"2AME DWELLING - 1702.E S.F. 6.5% p PROPOSED - _ 43.7 PROP• WALL <! (w/ REDUD FOOTPRINT) p =_ _.... w� , 2ND 1 T c__-- - 2ND O Gq�o w�,Ix N��ae �_� STORY I. } 1�'hME �� STORY O D� 1 EXISTING'%EGK 615.0 S.F. 2.5% ' �SINE� I I 2 STOW. - -2 Q 2,QQ PROPOSED EXTERIOR ELEVATIONS p # G,�`P.AC'�E ' 11.2 _ _ � EXISTING LANTER 79.0 S.F. 0.3% na' " O 15.8' � � � 1 A m (4 BEUf?G:�1`�i5) z0/ PROPOSE _ - = N1G� Wp,TER EXISTING FRAME WALK (ON LOT) 174.E S.F. Oh% _ � Iq.3 m F.F. El_.=18�I p_O� POOL EC2�U1 X M� -- M�,q� �RAM_ I 15'O 3'�' 16 1/'- m GAR. EL.=17.�' �� ty p/ �SGREENI m PROPOSED COVERED STOOP 50.0 S.F. 0.2% WAT = - _ - 0/- - a-O I�O PROPOSED COVERED PORCH 80.5 S.F. 0.3% w .. 2.5' ED �� 2 .1 / N 21 j •X 10 ° MIN• A-��,� I ,QQ BUILDING SECTIONS � ��-�`�' �� E >� .. � i 11.2' m p-N PROPOSED ADDITION 674.0 S.F. 2.5% 2 NEW GAS O� 2 STTI _ 53 1 PROPOSED POOL 456.0 S.F. 1.7% !U dj/ ADDITION � J - =�� Q ; O U METER - PROP I IEINT==`=- - - I �i I \ PROPOSED REAR t SIDE STOOPS 71.7 S.F. 0.3% L-i / GVRD. G.O.• � fio:z�'= -jam I- � No\ Ir 20 2' PORCH !� 18� FROp % _ __ 'ro PROP05ED OUT SHOWER 16.0 S.F. 0.I% - w APPROX. LOCATION OF I5.9' - I6 '1j/ w PORTICO �I �� - =- \ 1 1O0`F��-��t2 TOTAL AREA OF ALL STRUCTURES 3917.E S.F. 14.5% �-�o I •00 DESIGN DETAILS EXIST. SEPTIC SYSTEM; ^ ; <w TO BE REMOVED PER in 1 O HYDRO-ACTION %1 M 5GDH5 STANDARDS NEV4 20"O GATE I ; AN400 I/A OWTS �/ I .13 w p 8.0' \ "MAXIMUM LOT COVERAGE ALLOWED - 20% o P LYLOK i i � � }� W I D 5T. B �y�_ �}p .,�»j �•#�* I I X UJ O I ; - Q 'R1: 4l I RE4i{r� \\\\\ \\\ \ \ Q a o 1N B I; # .. \: \\\o PROJECT: - '��\ � \ 402 QQ DESIGN DETAILS ,I i Q- D_ REQUIRED EXIST. PROPOSED COMPLIES RERISI \y / .L.P. �i � , NEw 17.°'; �I I DWELLING w/ ADDITION DWELLING w/ I o I \ L.P. 31iu PUBLIC, WATER FRONT YARD 40.0' 79.3' 68.9' YES PUBLIC: WATER i \ I !! i' 0 / _ SIDE YARD I7.o 13.8 I�.o YEs -�J® I .®® PROPOSED INTERIOR ELEVATIONS Q�0 I F-ly " 1.0' I6.0' 1 1 1 w � < 1 Xluu, /m I$° BATHROOMS & KITCHEN Q ' - �\� � �PROP� � i tu;N ; � O ml TE5 HOLE 's 13 1 E.P. !, c I / r BOTH SIDE YARDS 35.0' 49.5' 47.7' YES 1515 CALVES NECK ROAD ELE . 17.2' /� ♦ _ Y O REAR YARD 50.0' 86.5' \ ,ib A PROP. 4' H. POOL � 86.5 YES , SOUTHOLD NY 11971 zl wl m (� \ // /�� ENCLOSURE FENCE to �j-- I Q I ,QQ PROPOSED STRUCTURAL PLANS �\ /v'0 / - � 260' wl /PROP� PROP. 4' H. POOL i� r1' %� �t 1 PDOO�L 1 DRAWING TITLE: N 1 DW / ENCLOSURE FEN043 01 _ 260' (LINEAR FEE r� `r - ' PROJECT LOCATION & SCOPE " / i I GA / PROPO SED STRUCTURAL�� , � PLANS SITE PLAN & ZONING DATA Ea WATER g V i " METER HYDRANT b VALVE POLE \ , a PAGE: \ PR OPOSED ED G . S STRU CTURAL t L PLAN .0® d 123.N47 O6 10 `W �. :•r " \ ii=> '3 �...,> ..<:`.y x,a `a :.. ,♦ >" ...,,gig > ;a e,, :,A' <a , ..•;e2;."\.. \ a. - .*.: .. ., '. .:.r #." \\ ��. 1?\��=sue >< a: 'k 01, G-00loOO ri'j I 4 PROPOSED>� STRUCTURAL UCTURA L PLAN z: S ,. s T l M 3 S N E \ I ... .: �. DATE• ` 1, " / / 1 OF 21 O BO : y Y \, t tr kL S� < 3 6RAPf11G 9G/kLESITE PLAN 1"•15' «�;.. .. \ t- "� \\\.`.\<:+':>.;:,�, g. . '. ..< " > DWV WATER SUPPL. Y RISER \. I 4 W ,Mae yr` 1 11 i�a :.� n<. a _ e. c. �a SCALE: I I5 O `� \\: ��' ,� �, < ' .. s a :' a " � GAS,,: ..£-. < �� RISER > :: :�3. •A .\.:> DRA N RYWELL/DRAINAGE STRUCTURE NOTE: �� AGE SYSTEM CALCULATIONS " �a ��' :' ' d'i€•::, � \ „\�=fit' A MINIMUM I O 5EP RA I O- T N I5 DRIVEWAY AREA 3. D q. REWIREDE i :k BETWEE� �lA r- TER SERVICE ,F. VICE ��. �: �, ��<. 3N, .17 166 � g�e LINE A RA I 1 L TE S MAINS/ L / /SEPTIC/LEACHING Ja.. 166/42.2 3.q VERTICAL FT. OF 8 DIA POOL O REG2U I RED � . ..�r<;< ': � 'S�� :\.. '�• .pia /SEWER AND THE EDvE OF ALL #�.\ ��•' ;`ia.:.: >'��.` :^+�g, .' .� .tip:.. :'A� , PROVIDE I 8 DIA. X 4 STORM DRAIN POOL STORMWATER _ < �DRAINAGE LEACHING >r ^•:a 9 °� �:: `s,, .,� ,: x,. ��` s°::; �:��:<:�,.,e�`:=`�'E:°F o. STRUCTURES > i.�`��>.�;< x r :i: ,'' :. n 1 I N €1` . y P' a DRA i NAG I' t E SYSTEM GA C.0 A 10 5 L L T N ` \. Q v. i r4 n N E f ADER NOTE: `°�'o' ,I ROOF AREA 5 . 99 2 30 5 Ft. ..fix. a :.. CONNECT A FADERS 2,530 scL. Ft. X 0.17= 430.1 ALL L COMING • FROM GUT ER5 TO �; czF r: Or NE`N� 451/42.2= 10.2 VERTI GAL. FT. OF 8' DIA POOL REG2U I RED T NEAREST I t� Z� ,t,��` , DRYWELL. LOCATION MA PROVIDE (5) 8' DIA. X 4' STORM DRAIN POOLS - - 50ALE: NT5 NOTES Sfi=' C I I GTI ONS CARPENTRY WOOD FRAMING MATERIAL STANDARDS Ay a}}�--��s}}--�� }}�--�\ / /� }� I. ALL LUMBER SHALL BE DOUGLA5 FIR LARCH #2 $ BETTER (Fb = 875) UNLESS THE PROVISIONS OF THI5 STANDARD ARE NOT INTENDED TO PREVENT THE USE / E35RL Y I A7I O I�lS IT 15 THE CONTRACTOR'S RE5PONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDED OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY FOUNDATION. CONCRETE, AND MASONRY d To6ETHER AT ALL TIMES. IT 15 ALSO THE WNTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT Q () SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR 70 WORK 2. ALL LUMBER IN CRAWL SPACES TO BE 15" ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED APPLIES TO THE NEW WORK BEND PERFORMED AND SHALL COORDINATE THE BD. BOARD INSUL. INSULATION F- a) 5" MIN. FOUNDATION EXPOSURE. AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR 5UB-CONTRACTOR5 IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF GENERAL GREATER STRUCTURAL SAFETY OR DURABILITY,SUCH PRODUCT OR PROCEDURE THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. BFE BASE FLOOD ELEVATION INT. INTERIOR I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, AL50 SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THIS DOCUMENT 2 ALL FOOTINGS TO BEAR ON FIRM, VIRGIN, UNDISTURBED SOIL B DG U J APPLICABLE BUILDING DEPARTMENT. PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"xb", UNLE55 (1) 2"xb" (THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD L B ILDING K KIPS (1000 LBS) E- TA 15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXI5TIN6 STRUCTURE. COUNCILS WOOD FRAME CONSTRUCTION MANUAL AND THI5 P5 FORMAT, AS LL1 3. SOIL TO HAVE MIN. BEARING CAPACITY OF (I) TON/5Q. FT., U.O.N. ' 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. APPLICABLE AS A DERIVED WORK). BM BEAM MANU. SPEC.s� MANUFACTURER 5 SPEGIFIGATIONS Q - w >; ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING 4. AT FLUSH FRAMING USE lb 6AOE METAL JOISTS HANGERS BY "TECO" OR 4. FOOTIN65 TO REST A MIN. 0= 4'-O" BELOW GRADE, UNLESS = fr Z STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, B.O. BOTTOM OF MAX. MAXIMUM I �_ PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, OTHERWISE NOTED 0 (1) Z 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENIN&5 IN PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL BOT. BOTTOM METH. II MECHANICAL J = }. AND AUTHORITIES HAVING JURISDICTION. FLOORS, ROOFS, AND WALL5. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N. _ RULES SPECIFIED IN 1.1 THROUGH I.B. B.O.W. BOTTOM OF WALL MIN. MINIMUM H LO Y 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, U IL BACK FILL SHALL O PLACED AGAINST FOUNDATION WALLS UNTIL I� TIER OF FRAMING IS Itd PLACE. 0 0 O OF THE OWNER/SUILDER U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, G.J. CEILING JOIST NAVD88 NORTH AMERIGAN VERTICAL DATUM OF Mae) 0 INCLUDING END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED � m 5. ANY OMISSIONS OR V15CREPANCIF-5 OF PLANS AND/OR JOB CONDITIONS -1. ALL BEAMS, GIRDERS, 7 ETC. TO HAVE MIN. OF 3-1/2" SEARING BY THE &RADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. �' -COL. NYC, BG NEW YORK CITY BUILDING CODE SHALL BE CLARIFIED WITH THE ARCHITECT/ENGINEER BEFORE PROCEEDING WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE COLUMN WITH THE WORK. 8. MIN. HEADER TO BE (2) 2NIO" UNLE55 OTHERWISE NOTED. AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE 5. ALL OFIENINC75 FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED Z 6RADEMARK SHALL INCLUDE AN EASILY D15TINGUISHABLE MARK OR SOLID WITH CONCRETE. CONT. CONTINUOUS O.G. ON CENTER 0 b. NO DEVIATIONS OR CHANOE5 TO THE STRUCTURAL SYSTEM SHALL BE MADE q. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE INSIGNIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE DBL. DOUBLE �OGG. OCCUPANCY = ci UNLESS APPROVED BY THE ARGHITECT/EN6INEER. P.T. REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-qq. q. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE 6-003. f- IX -I. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FA5TENINC SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 DFE DESIGN FLOOD ELEVATION PBFE PRELIMINARY BASE FLOOD ELEVATION Q J BEFORE THE START OF FRAMING ON PAGE 6-003. GENERALLY, SHEATHING 15 OF 1/2" THICKNESS ON WALLS AND THE PROVISIONS OF ANSI/ALTO A I 10.1 STRUCTURAL GLUED LAMINATED DAYS OF 4,000 P.5.1., U.O.N. DIM. il DIMENSION P. GONG. POURED CONCRETE -! 00 ROOF AND 15 OF GDX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. 11. GONG. SLAB5 TO REST ON MIN. OF 6" FINE GRAVEL OR SAND WITH Z Re C) 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN b MIL. POLYETHYLENE VAPOR BARRIER UNDER D.J. DECK JOISTS PL. PLATE APPLICABLE. 1.5. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED q. DO NOT SCALE DRAWIN65, WRITTEN DIMENSIONS TAKE PRECEDENCE WOOD I-JOISTS SHALL MEET THE PROVISIONS OF ASTM D5055 EA. EACH PLYWD. PLYWOOD Y T4 p II. SUB FLOORING, GENERALLY, TO BE OF 3/4" THICKNESS AND OF GDX GRADE. STANDARD SPECIFICATION FOR E5TABLI5HIN6 AND MONITORING 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, NAILING AS PER FASTENING SCHEDULE ON PAGE 5-005 AND GLUED, U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THIS 13. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - ELEV. I ELEVATION P.T. PRESSURE TREATED Z }' 4 CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL DOCUMENT, THE &OVERNINC BUILDIN6 CODE AND ANY ADDITIONAL Q Z T-i 12. EXTERIOR 5HEATHIN6 TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE (1) WALL TIE PER (5) 50. FT. II. THESE SET OF DRAWIN65 ARE THE PROPERTY OF ANTHONY PORTILLO, RA APPROVED EQUAL. EVALUATION REPORT. EQUIP. EQUIPMENT REQ'D REQUIRED LL -i N AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, EXIST. EXISTING Ri RISER Er W PERMISSION FROM THE ARCHITECT. 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES MAX. 32'-O" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. UNSUPPORTED EDGE SEAMS OF EXTERIOR 5HEATHIN6. USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF 12. THE ARCHITECT IS NOT RETAINED FOR SUPERVISION OF THE WORK AND IS ASTM D5456 STANDARD SPECIFICATION FOR EVALUATION OF 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. EXT, EXTERIOR RM. ROOM 0 J 0 RESPONSIBLE FOR DESIGN INTENT ONLY. 14. PROVIDE 'X' GROSS BRACING AT JOISTS, 5TUD5, AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THIS DOGUMEN, THE FROM FOOTING TO 2" ABOVE FINISH GRADE. EXCEED 8'-O" AND AT EVERY 8'-O". GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS F.A.I. FRESH AIR INTAKE _- R.R. ROOF RAFTER 15. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. lb. NO CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES I FAR FLOOR AREA RATIO STL. STEEL 15. TOP PLATE5 TO BE DOUBLED AND LAPPED AT CORNERS, SEE AL50 PAGE OF 40°F AND FALLING, UNLESS APPROVED BY ARGHITEOVENGINEER. NO 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL 6-003. 1.5. PREFABRICATED WOOD TRUSSES: A55EMBLIE5 USING PREFABRICATED CONCRETE SHALL BE PLACED ON FROZEN SURFACES. Lu TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL WOOD TRUSSES SHALL MEET THE PROVISIONS OF THIS DOCUMENT, THE F.A.V. FRESH AIR VENT S.V. - 1 SMART VENT RUBBISH, WASTE MATERIALS, TOOLS,ETC., GLEAN GLASS AND LEAVE WORK I6. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS 17. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY cr BROOM GLEAN. NECESSARY. SET FORTH IN ANSI/TPI I NATIONAL DEVON STANDARD FOR METAL PLATE ARCHITECT/ENGINEER. FF FINISHED FLOOR 11 TBD TO BE DETERMINED = CONNECTED WOOD TRUSS CONSTRUCTION, THE TRUSS DE51&N DRAWINGS, C~) 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL 17. PROVIDE ALL NAILING AND 5TRAPPINC ADDRESSED ON PA6E5 6-003. OR THE MANUFACTURER'S GORE EVALUATION REPORT. 18. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND FF ELEV. FIRST FLOOR ELEVATION TEMP GL. TEMPERED OLA55 w LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES WHERE EVER APPLICABLE. II.- , AND ORDINANCES. 15. AT "WET WALL" PARALLEL TO J015T5 FRAME DOUBLE JOIST AS PER CODE. 1.6. GYPSUM: 0YP5UM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL I F.J. FLOOR JOISTS THK. THICK = „� 0 GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB MEET THE PROVISIONS OF A5TM G36 SPECIFICATION FOR GYPSUM N. UNLESS OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A FE _J lb. THE CONTRACTOR SHOULD FULLY 6UA'RANTEE HI5 WORK AND THE WORK OF FLOOR SHALL NEVER EXCEED A I6" SPAN. WALLBOARD, A5TM C37 SPECIFICATION FOR GYPSUM LATH, OR ASTM C7q MIN. 10" DEEP PROJECTING b" ON EACH SIDE OF THE FOUNDATION WALL. FOUND, FOUNDATION T.O.W. TOP OF WALL cr THE 5UB-CONTRACTOR5 FOR A PERIOD OF AT LEAST ONE YEAR AFTER SPECIFICATION FOR GYPSUM 5HEATHIN6 BOARD. PROVIDE TWO #4 DEFORMED FA,RS CONTINUOUS IN THE FOOTING. ALL 4" THICK COMPLETION OF PROJECT. Iq. AT ROUGH OPENIN65 PROVIDE ALL APPLICABLE NAILING AND STRAPPING CONCRETE 5LAB5 TO HAVE bxb 10/10 WELDED WIRE REINFORCING. FRCS ____� FLOOD RESISTANT CONSTRUCTION ELEVATION Tr I TREAD Q 11 r AS PER PAGE 6-003. 1.7. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL """" ;;, ; 17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLE55 THE OWNER, MEET THE PROVISIONS OF ANSI/AHA AI35.4 BA51C HARDBOARD OF 20. FOR SECOND STORY ADDITION5, EXIST. FOUNDATIONS ARE TO BE VERIFIED FR. FRAME � TYP. TYPICAL I;�,�� ARGHITEOVENOINEER, AND THEIR A&ENT5i AND EMPLOYEES FROM AND 20. "P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN AN51/AHA AL35.6 HARDBOARD SIDING. AS IN SOLID 8 SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x 8" AGAINST ALL CLAIMS, DAMA&E5, LOS5E5i AND EXPENSES, INGLUDIN6 ACCORDANCE w/ AWPA C22;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD DEEP 8 3'-O" BELOW GRADE. FRPR. FIREPROOF 1 U.O.N. UNLE55 OTHERWISE NOTED ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF TREAT LUMBER w/ COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER 1.5 STRUCTURAL PANELS: � , THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, L055 OR EXPENSE (A) METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD 5WIMMIN6 POOL S HOT TUB FTC. FOOTING VERT. VERTICAL11 15 ATTRIBUTABLE TO BODILY INJURY, 51CKNE55, DISEASE OR DEATH OR TO ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, 1.5.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL I. IN-GROUND POOLS SHALL BE DESIGNED AND CONSTRUCTED IN CONFORMANCE ate. INJURY TO OR DESTRUCTION OF TANOIBLI= PROPERTY (OTHER THAN THE WORK CONTRACTOR 15 TO INSTALL HARDWARE THAT I5 SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE WITH AN5IAPSP/IGG 5 (AMERICA,N NATIONAL STANDARD FOR RESIDENTIAL OYP. BD. GYPSUM BOARD I.F.V. VERIFY IN FIELD t�, ITSELF INGLUDIN6 THE L055 OR USE RESULTING THEREFROM). (B) I5 CAUSED IN MANUFACTURER SUCH A5: HANOER5, NAILS, 5CREW5, FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD 1 (P5 1) CONSTRUCTION AND IN6ROUND SWIMMING POOLS, 2C)II) WHOLE OR IN PART BY ANY NEOLIOENT ACT OR OMISSION OF THE ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY 2• PERMANENTLY INSTALLED SPAS AND HOT TUB5 SHALL BE DESIGNED AND H.D. 11 HOLD DOWN w/ 11 WITH CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (PS2) PERFORMANCE STANDARD FOR CONSTRUCTED IN CONFORMANCE WITH ANSIAPSP/IGG 6 (AMERIGAN NATIONAL EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE STANDARD FOR RESIDENTIAL PORTABLE SPAS AND SWIM SPAS, 2015) HDR HEADER WD. WOOD BE LIABLE REGARDLESS OF WHETHER OR NOT IT 15 CAUSED IN PART BY A 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. 3. AN OUTDOOR 5WIMMIN6 POOL SHALL BE SURROUNDED BY A TEMPORARY PARTY INDEMNIFIED HEREUNDER. A. TRUSS JOIST McMILLIAN IAE MIGROLAM BARRIER (MINIMUM 45" IN HEIGHT) DURING INSTALLATION OR CON5TRUCTION HNOR HANGER ZR ZONING RESOLUTION B. 6EOR61A PACIFIC 2.0E 6-P LAM 1.5.2. ORIENTED-STRAND BOARD (OSB), WAFER.BOARD ORIENTED-STRAND THAT SHALL REMAIN IN PLACE UNTIL A PERMANENT BARRIER IN COMPLIANCE 18. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING PSL (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET WITH LOCAL AND STATE RE51DENTIAL BUILDING COPE5 I5 PROVIDED. HOR. HORIZONTAL BUT NOT LIMITED TO FORM-WORK, BLOCK:WORK, FRAMING, NAILING, PLACING A. TRUSS JOIST McMILLIAN 2.0E PARALLAM THE PROV151ONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY 4. 5WIMMIN6 POOLS SHALL BE COMPLETELY ENCLOSED BY A PERMANENT OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY 'THE CONTRACTOR ALL TO BE INSTALLED AS PER MANU. 5PEC.'s PRODUCT STANDARD 2 (PS2) PERFORMANCE VOLUNTARY PRODUCT BARRIER COMPLYING WITH 5EC 71ONS R326.4.2.1 THROUGH R326.4.2.6 OF THE . TO BE SURE THEY ARE IN ACCORDANCE KITH THE DRAWINGS, SPECIFICATIONS, STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR 2020 NYS RESIDENTIAL CODE. APPLICABLE 001;)E5 AND 600D PRACTICE. DEVIATIONS FROM THE DRAWINGS 22. I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS. 5. BARRIERS, BARRIER GATES, LATCHES, ALARMS AND MECHANICAL FUNCTIONS AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN FRAMING MATERIAL STANDARDS SECTION, THE GOVERNING BUILDING CODE, SHALL COMPLY WITH SECTIONS R326.4.2.7 THROUGH R326.7.3 OF THE 2020 NY5 I i I�� I ® t , 57 ( O t U IE NTS AUTHORIZATION OF THE ARGHITECT/ENOINEER. AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S 1.5.5. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL RESIDENTIAL GORE. I� I�•I I�tiI G CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO ANSI A205.1 AND ANY GLASS WINDOWS AND DOORS _ Iq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWIN65 REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE I. ALL GLA55 TO BE INSULATED LOW-E, UNLESS OTHERWISE SPECIFIED. NEEDED, UNLE55 OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS 25. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL EVALUATION REPORT. PERTAINING ARE TO BE FIELD VERIFIED. NOT BE GUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE 2. &LASS DOORS AND WINDOr,5 SHALL NOT BE INSTALLED UNTIL PROPER PROPOSED DESIGN CODE PRESCRIPTIVE VALUE 4 OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL 1.95.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS CLEARANCES ARE PROVIDED. COMPONENT COMPL I ES 20. CONTRACTOR TO REMOVE 8 RELOCATE AS REQUIRED ALL EXISTING WORK RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF AN51/AHA AIg4.1 CELLUL05IC VALUE CITATION (PER 2020 NY5ECCC) WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. f30ztED HOLES ARE LIMITED FIBERBOARD OR A5TM G208 STANDARD SPECIFICATION FOR 3. ALL SLIDING 6LAS5 DOORS,5KYLI6HTS, AND ANY GLAS5 UNIT INSTALLED IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEFT-'a AND THE EDGE OF THE CELLUL051C FIBER IN5ULATIN6 BOARD. WITHIN IS" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED CLASS, 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDOE5. UNLE55 OTHERWISE NOTED. SPECIFICATIONS, UNLE55 NOTED OTHERWISE. 1.5.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL 51DINO USED IN U-VALUE = 0.25 MAX. U-VALUE = 0.52 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. 4. ALL 6LA55 UNITS SHALL BE: INSTALLED IN STRICT ACCORDANCE WITH FENESTRATION U-VALUE AIR LEAKAGE = 0.30 GFM/SF MAX. AIR LEAKAGE = 0.30 GFM/5F YES 22. PROVIDE FIREBLOCKIN6 AS PER NEW YORK ACCESSIBILITY STANDARDS. MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I MANUFACTURER'S SPECIFICATIONS. PER R402.4.3 4 TABLE R402.1.4 - CLIMATE ZONE 4 THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED (P5- 1), THE 60VERNIN6 BUILDING CODE, AND ANY ADDITIONAL __ 25. PLEASE NOTE THAT THESE PLANS ARE PROTECTED A6AIN5T ANY HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION 5. ALL WINDOWS TO BE CAULK:'.`? AND SEALED AS PER NEW YORK STATE UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORK5 OF THE HOLE SHALL NOT BE CLOSER THAN 5/8" TO THE EDGE OF THE STUD. REPORTS. R-4q SPRAY FOAM INSULATION COPYRIGHT PROTECTION ACT OF IggO (AWCPA), WHICH HAS SEVERE PENALTIES. NOTCHES AND HOLES SHALL NOT OCCUR IN THE `NAME CRO55-SECTION. ENERGY CONSERVATION GON:"RUCTION CODE. MIN. R-VALUE = 4q GEILIN6 R-VALUE (GATT INSULATION MAY BE USED PER TABLE R402.1.2 - CLIMATE ZONE 4 YES v 2.2. FA5TENER5 AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL 6. PROVIDE FLA5HIN6 PANS UNDER ALL SLIDING GLASS DOORS, WINDOWS, OR WHERE ATTIC SPACE ALLOWS) R. CODES AND REFERENCE STANDARD: 25. FOR NEW WALLS, A PERFORATED 5HEAWALL SSTEM 15 USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.7. ANY OTHER TYPE OF 6LAS5 UNIT WHEN WITHIN b" OF AN EXTERIOR SURFACE. I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK GONTRAGTORS ATTENTION IS DIRECTED TO THE AF, -IABLE DETAILS, STATE BUILDING GORE, 2020 NEW YORK STATE RESIDENTIAL CODE, 2020 NOTES, AND TABLES ON PAGE 0-005 s G-004. THE tA5TENIN6 SCHEDULE 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH ANSI/ASME B 18.2.1 SQUARE AND 7• ALL EXTERIOR DOORS ARE 70 BE WEATHERED STRIPPED AND PROVIDE ALL EXTERIOR (2"xb") WOOD R-14 SPRAY FOAM INSULATION MIN. R-VALUE = 20 (CAVITY) NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 2020 NEW YORK SPECIFIES THE REQ'D NAILING FOR THE 5HEATHIN6 (ANY NAILING HEX BOLTS AND SCREWS (INCH SERIES). SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. FRAME WALL R-VALUE R-11 BATT INSULATION PER TABLE R402.1.2 - CLIMATE ZONE 4 YES STATE ENERGY CONSERVATION CONSTRUCTION CODE. SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FA5TENIN6 _ _____ I SCHEDULE). HOEDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2. LAG SCREWS: LAG SCREWS OR LAG BOLTS SHALL COMPLY WITH ANSI/ 8. ALL CLASS IS TO $E FREE aF SCRATCHES AND IMPERFECTIONS. GLA55 z 2. REFERENCE STANDARD USED FOR ALL. WOOD FRAMING, CONNECTIONS OF SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DE i AILS $ MANU. 5PEC.'s). ASME BI5.2.1 SQUARE AND HEX BOLTS AND 5GREW5 (INCH SERIES). R-30 GATT INSULATION (DINING RM.) MIN R-VALUE = la w SHOULD BE GUARANTEED BY " E MANUFACTURER FOR A PERIOD OF 5 YEARS. FLOOR R-VALUE WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2018 WOOD FRAME HOEDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. R-22 BATT INSULATION (SUNR0o1�1) PER TABLE R4o2.1.2 - CLIMATE ZONE 4 YES CONSTRUCTION MANUAL BY THE AMERIGAN FOREST Q PAPER ASSOCIATION 2.2.5. TRU55 METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES q• ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR 15 TO SUBSTITUTE WITH --- 0 (AFdPA) AMERIGAN WOOD COUNCIL (ANC). 26. COLUMN BEARING AS FOLLOW5: SHALL MEET THE REQUIREMENTS OF ANSI/TPI I NATIONAL DESIGN ANOTHER WINDOW MANUFACTURER, IT 15 THE RESPONSIBILITY OF THE v WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION, CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH COMPLIANCE STATEMENT: 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE TREATED WOOD k FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGMENT THESE PLANS AND SPEGIFIGATIONS ARE IN ct PLUMBING CODE. WALL w/ STEEL SHIMS 8 A MIN. 5/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. CHARACTERI5TI05 ARE AS FOLLOW5, BUT NOT LIMITED TO: DESIGN PRESSURE, - � T 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE SECURE w/ (2) 1/2" 0 ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® ROUGH OPENING, U-FACTOR, LIC-HT AREA, VENT AREA, AND EORE55 GOMPLIANGE WITH THE 2020 NYS ENERGY CONSERVATION CONSTRUCTION CODE USING CHAPTER 4 [RE]. MECHANICAL CODE AND 2020 NEW YORK, STATE FUEL GAS CODE. EXIST. WALLS $ 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR 5TRAPPING SIZE AND REQUIREMENTS. POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. 16" GAGE ARE SPECIFIED, MINIMUM A57M Ab53, STRUCTURAL QUALITY, w WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING, U.O.N.). GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE I Q 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2017 NATIONAL ELECTRIC HOWEVER, WHEN COLUMN OR POSTING IS PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AND ANY TEMPERED GLA55. o CODE, NFPA 70 AND 2020 NEW YORK SPATE ENERGY CONSERVATION IN A SHEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ADDITIONAL REQUIREMENTS A5 SET FORTH IN THE MANUFACTURER'S 7A5LE R.501.1 CONSTRUCTION CODE. STANDARD 5HEARWALL HARDWARE (w/NOTED VALUES) d ANCHOR BOLTS, CODE EVALUATION REPORTS. 11. EXTERIOR &LAZING SHALL BE PROTECTED FROM WINDBORNE DEBRIS. CLIMATIC 4 GEOGRAPHIC DESIGN CRITERIA U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE &" LONG GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS PROJECT: GENERAL WIND PROTECTION CONNECTION NOTES: 2.2.5. NAILS: NAILS SHALL COMPLY WITH ASTM F 1667 5TANDARD MISSILE TEST OF A5TM MIN& AND A5TM EI856 AS MODIFIED BY 2020 NYS BG ADAPTED FROM STANDARD FOR HURRICANE RE515TANT RESIDENTIAL w/b" RISE 8 U.O.N. s/4"� BOLTS THROUGH CENTER LINE & VERTICAL LE65 SPECIFICATION FOR DRIVEN FASTENERS: NAIL5, SPIKES, AND STAPLES. SECTION 501.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION SHALL MEET GROUND 5NOW LOAD 25 LBS CONSTRUCTION;55TD 10-qq AND 2015 5BC: HIGH WIND EDITION WOOD FRAME SET b DIST., U. .N. - ADDITIONAL INFO. IS FOUND ON PAGE 6-003. THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTANT STANDARD OR ALLOWABLE R E R I S CONSTRUCTION ASPHALT ROOFING 5HINOLES 2.2.6. PNEUMATIC, NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES ANSI/DA5MA 115. STRUCTURAL MEMBER BASIC WIND SPEED 150 MPH I. A CONTINUOUS LOAD PATH BETWEEN FOOTIN65, FOUNDATION WALLS, I. ALL SLOPED ROOFING 5HINOLE5 SHALL BE GAF-GLASS-A ASPHALT ROOFING SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING GORE DEFLECTION FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. 5HIN6LE5 OR APPROVED EQUAL. AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE 12. AS AN ALTERNATIVE TO NOTE #11 ABOVE, WOOD STRUCTURAL PANELS WITH ADDITION MANUFACTURER'S CODE EVALUATION REPORTS. RAFTERS HAVING SLOPES GREATER THEN 5/12 EXPOSURE CATE60RY B - 2. APPROVED CONNECTORS, ANCHORS AND OTHER FA5TENINC DEVICES NOT 2. 5HINOLE5 SHALL BE APPLIED OVER 15# BUILDING FELT,UNLE55 OTHERWISE A THICKNESS OF NOT LESS THAN AND A SPAN OF NOT MORE THAN 8' SHALL L/I80 INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2306 OF IBC SHALL NOTED. ALSO, CONTRACTORS OPTION TO APPLY GAF-WEATHER-WATCH ICE 2.2.7. 50REW5: SCREWS SHALL COMPLY WITH ANSI/ASME B 15.6.1 BE PERMITTED A5 GLAZING PROTECTION. PANELS SHALL BE PRECUT AND W/ NO FINISHED CEILING ATTACHED TO RAFTERS ATTACHED TO THE FRAMING SURROUNDING THE OPENING. PANELS SHALL BE SEISMIC DESIGN CATEGORY B BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. AND WATER BARRIER FROM EDGE OF EAVE TO 24" INSIDE EXTERIOR WALL WOOD5GREW5 (INCH SERIES). PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS LINE. 8 24" FROM ALL VALLEYS, AND ROOF FLA5HIN& CONDITIONS. INTERIOR WALLS d PARTITIONS H/I80 PER THE ANCHORAGE METHOD SELECTED L E PERM ANTE WITH TABLE WEATHERING SEVERE 1515 CALVES NECK ROAD - 5. METAL PLATES, CONNECTORS, 5GRE1^l5, BOLTS AND NAILS EXPOSED MECHANICAL CONNECTIONS: R301.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL 3. PROVIDE FLASHING NECESSARY FOR WATER T16HT AND WEATHERPROOF CORROSION-RESISTANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED FLOORS d PLASTERED GEILIN65 1I FROST LINE DEPTH 3'-O"' SOUTHOLD NY 11971 AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. CONSTRUCTION. I. ALL MECHANICAL CONNECTIONS SPECIFIED AS SIMPSON MAY BE ON THE BUILDING. 4. WHERE WINDOWS AND DOORS INTERRUPT W SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT.00D STRUCTURAL PANEL 4. ROOFING 15 TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S PLUMBING ALL OTHER STRUCTURAL MEMBERS L/240 TERMITE MODERATE To HEAVY SHEATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE SPECIFICATIONS. 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED I.CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT (DWV) DRAWING TITLE: PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS BY "SIMPSON" MANUFACTURER. SY5TEM5 TO NYS PLUMBING CODE AND NY5 DEC REGULATIONS. EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360 ICE BARRIER REQUIRED YES AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. 5. NAILING OF ROOFING SHALL BE TO GORE. 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES 2,PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. GENERAL NOTES 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OFF051NO 6. CORROSION RF515TANT II GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE INDICATED IN "SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES L/240 RAFTERS EXCEPT WHERE COLLAR TIES OF I"xb" OR 2"x4" LUMBER 15 PERMITTED LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY 3.NLL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANCES IN DIRECTION ENERGY TABLE LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTAGI- TO EACH PAIR OF LOADING VALUES ARE LF-55 THAN WHAT 15 SPECIFIED BY "SIMPSON" AND AT BASE OF VERTICAL WASTE PIPES. EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120 STRUCTURAL DESIGN CHARTS RAFTERS. 7. PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. 2:12 PITCHES TO 4:12 PITCHES 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED 6ALVANIZED 4. InE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT 1/5" PER FOOT 8. ASPHALT 5HINOLE5 SHALL BE TESTED TO DETERMINE THE RF-515TANCF OF 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER 7. FLOOR TO FLOOR HOLD-1:D0WN5 TO BE PROVIDED EVER" 45" AND EVERY THE SEALANT TO UPLIFT FORGES U51N6 A5TM D 6351. MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. I6" WITHIN 4' OF EXTERIOR CORNERS. 5. 6'NERAL TRAP AND WASTE SIZES AS FOLLOWS, UNLESS OTHERWISE NOTED: ELECTRICAL: - DISH WASHER........................................21, STRUCTURAL DESIGN LOADS PAGE: I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM 6. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER - KITCHEN SINK.......................................21, 8. SILL PLATED FOUNDATION ANCHORAGE;SILL PLATE SHALL T ANCHORED TO 2017 NATIONAL ELECTRIC CODE, NFPA 70 AND 2020 NEW YORK STATE SPECIFICATIONS OF THE PRODUCT BEING INSTALLED - LAVATORY................... TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN.BOLT DIAMETER .............................2,, ENERGY CONSERVATION CONSTRUCTION CODE. = SHOWER/TUB.........................................2,, ' 7 USE LIVE LOAD DEAD LOAD 1. OF " AND 3"x3"x�" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE 7. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY TOILET.......................................................3 PROVIDED WITHIN (b TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR 2 CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON ARCHITECT LAUNDRY .................................................2 2m00 BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 7" IN CONCRETE/MASONRY COMPLETION OF WORK. - FLOOR DRAIN..........................................3" EXTERIOR BALGONIE5 40 psf 15 psf FOUNDATIONS. ANCHOR BOLTS SHALL_ BE LOCATED WITHIN 12" OR CORNERS 5. ALL CONNECTORS SPECIFIED AS A "SIMPSON" TOP MOUNTED BEAM AND AT 5PACIN6 NOT EXGEEDIN6 4' ON CENTER. HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA D2: BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. 6. OUC4 ROOF. TO HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4" DECKS 40 psf 15 psf - GENERALLY, VERIFY OR PROVIDE HARD WIRED THROUE� ROOF. O4 2 OF 21 GYPSUM WALL BOARD SMOKE DETECTORS w/BATTERY BACK-UP IN: I. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT INSULATION 7. PROVE FROST-PROOF HOSE BIBS WITH EASILY ACCESSIBLE DRAIN 8 PASSANGER VEHICLE GARAGES 50 psf A5 PER PLAN DATE: �27�22 I. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED COMPOUND METHOD. A. EACH SLEEPING ROOM FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. DRAIN OGKS AS REQ'D. HOSE BIBS SHALL BE PROVIDED WITH BAGKFLOW FOIL TO BE PLATED TOWARD WARM SIDE. PROTEGYjN. ADD CENTRAL BLOW OUT MANIFOLD FOR ALL OUTDOOR HOSE ATTICS WITHOUT 5TORACE (MAX CLEAR HOT ( 42") 10 psf 15 psf 2. ALL 6YP5UM BOARD SHALL BE 1/2" ON WALLS AND CEILINS, UNLE55 B. OUTSIDE OF EACH SEPARATE 5LEEPIN6 BIBS, 5146IER, AND OTHER CONNECTIONS. OTHERWISE NOTED. WATER RE515TANT (W.RJ AT BATHROOMS AND WHERE AREA IN THE IMMEDIATE VICINITY OF 2• PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION ATTICS WITH STORAGE (MAX CLEAR HOT > 42") 20 sf 15 sf DEEMED APPLICABLE. THE BEDROOMS (GENERALLY THE HALLWAY) WALLS FROM b" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY 5- NA5TE'ROM CLOTHES WA5HER5 AND LAUNDRY TUBS ARE TO BE PROVIDED p p WITH BACkFLOW PROTECTION. 3. 5/5", ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON GEILIN6 AND WALLS G. EVERY LEVEL OF DWELLING CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE ROOMS OTHER THAN SLEEPING ROOMS 40 sf 15 psf NK FOUNDATION WATERPROOFING. p (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET (5A5MENT, FIRST FLOOR, B SECOND FLOOR, ETC.) H. THE WATR SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL ,`�1kiD A IN EACH DIRECTION BEYOND THE UNIT(S). AL50 AT HEAT PRODUCING HEALTH DEhRTMENT STANDARDS AND REGULATIONS. Cj y� SITE WORK 3. GENERALLY, UNLE55 NOTED OTHERWISE, INSULATE A5 FOLLOWS: 5LEEPIN6 ROOMS 30 psf 15 psf \ �( M p j► EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL I. STAKEOUT 15 TO BE PERFORMED BY A LICENSED SURVEYOR - q" R-50 FOR FLAT GEILIN65 pa 0 V CONCRETE PANELS OF 5/8" THICKNESS MINIMUM. 10. APPROV AND INSPECTION IS REQUIRED BY LOCAL JURISDICTION PRIOR �✓ , i 0 8.25" R-30G FOR VAULTED AND CATHEDRAL GEILIN65 TO CONCEALIENT OF PLUMBING STAIRS 40 psf 15 psf t- � 2. VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE 15 A DISCREPANCY, - 35" R-15 FOR 2"x4" WALL CONSTRUCTION 4. FINISH JOINTS, J-BEAD5, NAIL DIMPLES, CORNERS, AND EVOE5 SHALL BE RECEIVE CLARIFICATION FROM ARORTEOVENGINEER PRIOR TO PROCEEDING. - 5.25" R-21 FOR 2"xb" WALL CONSTRUCTION "`�D II. NOTHININ uN BORING OF STUDS, J015T5, RAFTERS A5 PER BUILDING GODS. GUARDRAILS AND HANDRAILS 200 psf 15 psf TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. A_LOW 24 HOURS - 5.25" R-21 FOR FLOORS TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWIN65. NO N10TCHIN6�ND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED NOR ANY i'OTdTIAL DAMAGE THEREOF. ' STOCKPILE TOPSOIL OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND SITE. STOCKPILE ALL EXCAVATED MATERIALS. MEGHANIGAL. FUEL 6A5: N�` � sf FOR ATTIC ALL OPENIN6 I MECHANICAL AND FUEL 6A5 SYSTEMS SHALL COMPLY / THE 5. ROOF LOADING (LIVE = &ROUND SNOW LOAD) 25 psf 15 psf FOR LATH. 9/ 0 74 W 4. NE AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE . w 6. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PACE 6-005. ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT 15 UNSUITABLE NYS MEGHANIGAL CODE AND FUEL 6A5 CODE OF F~ FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. *ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. ASCE 7-10 (MINIMUM DE51ON LOADS FOR BUILDIN65 AND OTHER STRUCTURES) #OJ�DOW�I DATA Lss TY�1 GAL NA I L. I NO/STRAFE I NO REOU I REMEENTS FOR FASTENING SCHEDULE A a ALL HARDWARE TO BE INSTALLED AS PER MANU. SPEG.'s;MANUFACTURER UFL. I FTC SHEAR 4• LATERAL Y�4 I 7, RES I STAI �lGE NOTE: THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS p �_ a) SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED (SEE PAGE 6-005 FOR STRAPPING AND NAILING REOUIREMENT5, Lu Z B J L CN ALL STRAPPING TO E IY4"x 2 E0 OAUO -- "51MPSON" EQUIVALENT G ALENT - 52 AND ROUGH OPENING FRAMING REQUIREMENTS) 0 (COILED STRAP) ALL NAILING 15 A GENERAL 5PECIFIGATION, IT APPLIES UNLESS NOTED OTHERWISE uj "USE IOd NAILS IF 5TRAPPINO IS OVER PLYWOOD; TYP. FOR ALL (SCHEDULE AS PER AWG 2018 WOOD FRAME CON5TRUGTION MANUAL TABLE 5.1) uj >_ HOLDOWr�I ' HOEDOWN B' FASTENER SPEC. IE FASTENER Z CONNECTION A I �� R I DESCRIPTION AND QUANTITY SPACING _j FOR NEW Q EXIST. J F- J FOUNDATIONS ROOF CEILING FRAMING LO o\ryY . -'" " COMMON E ALL MIN. #is BASED ON D HOLES. E OF ONLY A Ibd Q O O ENDWALL ENDWALL •-~"" RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE 0-005 PER RAFTER d Ln � (5) 2x FULL (5) 2x FULL CORNER STUD ..•••-�-"""�~M AT RAFTER TO RIDGE 2" 2.WOOD 15 A55UMED TO BE D,F,#2 d BTR. IN DRY USE HEIGHT STUD HEIGHT STUD CONNECTED TO R.R. 2, 5ERVICE Z CORNER STUD _ CEILIN CONNECTION: Q G J015T TO TOP PLATE (TOE-NAIL) SEE PAGE 6-005 PER JOIST ONNEGTED TO TRANSFER SHEAR 5.5HOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL 0 TRANSFER SHEAR "51MPSON" HDQS FOR STRAP - 3 8 d COMMON �ry • •—� •—� • HOLES,BURIN NEN MEMBER. INSTALLATION)PREBORE THE NAIL GEILIN6 JOIST TO PARALLEL RAFTER(FACE-NAIL) SEE PAGE G-005 EACH LAP X: a HOEDOWN ANCHOR ® 2-16d COMMON • • • Z W 2-I6d COMMON NAILS ® EA. END OF STRAP. GEILIN6 J015T LAPS OVER PARTITIONS (FACE-NAIL) q-Ibd COMMON EACH LAP Q NAILS ® 6" O.G. B LOCATIONS NOTED NAILS ® 6 O.G. d / ,• • • 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED NA O.G. IF BLOCKED ON PLANS 10" O.G. IF BLOCKED .,,„ l�7/ -10" CORNER POST ``-. FOR ROOF SLOP3=5 UNDER 5:12 WITH c.J. G.TIES �" • • 5.SEE SECTION 6 FOR ANY REO T TO CLINCH THE NAILS(TO J CORNER POST TIGHTLY BOND THE END OF THE NAIL TO A q ROOF SPANS OF 24' OR GREATER, GRAPHIC BELow) 0'ANGLE,SEE COLLAR TIE TO RAFTER (FACE-NAIL) SEE PAGE 6-005 PER TIE Z � � "SIMPSON" HDQS USE 4 8 d COMMON NAILS ® _ N b.DIMENSIONS ARE DERIVED FROM THE NDS COMMENTARY ' '['I HOLDOWN ANCHOR ® EA. END OF STRAP FOR ROOF BLOCKING TO RAFTER (TOE-NAIL) 2-Sd COMMON EACH END J r LOCATIONS NOTED A ° SLOPES OF 5:12 AND GREATER. SECTION 12.4-PLACEMENT OF NAILS d SPIKES d TABLE OR 4-I. Z ON PLANS RIM BOARD TO RAFTER (END-NAIL) 2-I6d COMMON EACH END Q Z N CONNECTION BI 52 AT RAFTER TO TOP PLATE TO STUD WALL FRAMING u_ w cfl HOLDOWN INSTALLATION OPTIONS: • CONNECTION: -�� . • -''" � _ rq FOR NEW P. GONG. FOUND.'s ° ° ° FOR STRAP - B 8 d COMMON NAILS ® E32 TOP PLATE TO TOP PLATE (FACE-NAIL) 2-Ibd COMMON I PER FOOT 0 J O HOLDOWN CAST IN PLACE w/ 7/5"(P THREADED ROD EA. END OF STRAP: • • ,.�' TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-I6d COMMON J015TS - EA. 51DE FOR EXIST. P. GONG. OR NEWLY CURBED FOUND.'s SEE WHEN IN TOWN OF ISLIP OR NAILINGNOTE • • Wa"(P THREADED ROD (PRE-DR 12(PRE-DRILLED) EMBEDDED " INTO GEOMETRY EXCEEDS THAT PERMITTED IN STUD TO STUD (FACE-NAIL) 2-I6d COMMON 24 • • " O.G. CONCRETE w/ 'SIMPSON" SET (HIGH 5TREN6TH EPDXY ---� B 1 MAX. NAILING GRID ABOVE UTILIZE W ADHESIVE), k FOR TEMP.'S O°F-40°F USE "51MP5014" AT 51MP50N # H2A (OR EQUAL) RAFTER TIE �- �� HEADER TO HEADER (PAGE-NAIL) Ibd COMMON I6" O.G. ALONG ED6E5(HIGH STRENGTH ACRYLIC ADHESIVE) FOR TOENAILING - 8 d COMMON NAILS U °: FOR EXIST. /NEW G.M.U. (GONG. BLOCK) " TOP or BOTTOM PLATE To STUD (END-NAIL) 2-Ibd COMMON PER STUD FILL TOP 2 COUR5E5 50LID d CAST IN PLACE HOLDOWN USE SAME + Lu w/We?"(P THREADED ROD CONNECTION '""^-- FOR G.J. TO R.R. - a 16 d COMMON NAILS REOUIREMENT5 BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, FOR •"""""•-•--.... 2-I6d COMMON PER FOOT V RAISED C.J.'s(WHEN FOR EA. PLATE TO STUD ABOVE # OR BELOW AT G.J. TO G.J. OONNE07ION: ENDJOI5T, or BLOCKING (FACE-NAIL) _ ,J APPLICABLE) 0 J HOLD D OWN 'G HOLDOWN ' ' _ _I6_d COMMON NAILS FOR G.J. TO G.J. - q 16 d COMMON NAILS FLOOR FRAMINO Q FOR NEW a EXIST. FOR NEWLY POURED FCONNF-C,71ON GI G2 JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-5d COMMON PER J015T �C>UNDATIONS FOUNDATION ® ONE STORY ONLY \ (5) 2x FULL ENDWALL BRIDGING TO JOIST (TOE-NAIL) 2-Sd COMMON EACH END HEIGHT 5TUD\ CORNER STUD CONNECTED TO 6 OGKIN6 TO JOIST (TOE-NAIL) 2-8d COMMON EACH END TRANSFER SHEAR AT STUD TO FLOOR ASSEMBLY "SIMPSON" HDQ5 /// (5) 2x FULL �i2 - i -- ° TO STUD GONNEGTION: BOP PLIATE (TOE NAIL) HOEDOWN ANCHOR ® 2-I6d COMMON HE16HT STUD .-�" " „ 3-I6d COMMON EACH BLOCK LOCATIONS NOTED NAILS ® 6" O.G. 4 ,.•-"" o ON PLANS FOR 5TRA O.G. IF BLOCKED G I A P - B CORNER P05T 8 d COMMON LEDGER STRIP TO BEAM (FACE-NAIL) 5-I6d COMMON EACH JOIST " NAILS ® EA. END OF STRAP p FOR EA. PLATE TO STUD ABOVE 8 OR JOIST ON LEDGER TO BEAM (TOE-NAIL) 5-8d COMMON PER JOIST 2-I6d COMMON N BELOW - 2 16 d COMMON NAILS NAILS ® " O. BAND JOIST TO JOIST (END-NAIL) 3-I6d COMMON PER JOIST BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) :2 Ibd COMMON I PER FOOT ROOF 5HEATHINO a ° STRUCTURAL PANELS: ° INTERIOR ZONE 8d COMMON 6" EDGE / 12" FIELD a "SIMP50N" 5T D14RJ GONNEGTION DI D2 BLOOKING PERIMETER EDGE ZONE s &d COMMON 6" EDGE / 6" FIELD HOLDOWN INSTALLATION OPTIONS: • EA.BAY GABLE ENDWALL RAKE OR RAKE TRUSS w/ &d COMMON 4" O.G. UP TO q" RAKE OVERHANG FOR NEW P. GONG. FOUND.'s _. THREADED ROD "`- GE I L I NO SHEATH I NO HOLDOWN CAST IN PLACE w/"i/8"� -•-"""� , FOR EXIST. P. GONG. OR NEWLY GURRED FOUND.'s AT STUD TO FLOOR ASSEMBLY TO SILL THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO PLATES) C,ONNEGTION: D2 CONCRETE w/ "SIMPSON" SET (HIGH 5TRENOTH EPDXY FR MIN. j ---'- i 6YP5UM WALLBOARD 5d COOLERS T' EDGE / 10" FIELD ADHESIVE), d FOR TEMP.'S O"F-40°F USE "SIMPSON" AT CORNER FOR STRAP - B 8 d COMMON NAILS ® EA. I (HIGH 5TRENOTH ACRYLIC ADHESIVE) ONE #4 REBAR +► , I SPECIFIED ON DI ' - �, END OF STD, (WRAP STRAP UNDER SILL PL.) WALL SHEATHINO FOR EXIST. /NEW G.M.U. (GONG. BL.OGK) TYP. FOUND. NOTE + t N . FOR EA. PLATE TO STUD ABOVE 4 OR BELOW - FILL TOP 2 COURSES SOLID # CAST IN PLACE HOEDOWN " _2 _I6_ d COMMON NAILS STRUCTURAL PANELS 8d COMMON 6 EDGE / 12 FIELD w/ 1/8"� THREADED ROD " m ° . A ° ALTERNATE CONFIGURATION - ABOVE STUD TO STRAP �) GYPSUM WALLBOARD 5d COOLERS T' EDGE / 10" FIELD FLOOR CONK=CTION w/ # LPT4 SIMPSON (OR N A I L= I N O/5 TRAP F I N C5 @ W I N D O N/DOOR HEADER STANDARD/ALTERNATE EQUAL) ® PL TFORM TO 51 LL PLATES � �-�� 8d NAILS® EA.END 2 OF EA.STRAP TO EA.J0I5T (FOR FLOOR SHEATHINO (SUBFLOOR) 2 ALTERNATE USE 0 SIMP50N H2.5A) U NOTATION: STRUCTURAL PANELS: A - NUMBER OF 8d NAILS ® EA. END OF STRAPPING (2018 WFGM,TABLE 3."i,P. ISa) GONNEGTION E _.--- I" or LESS: 8d COMMON 6" EDGE / 12" FIELDal B - NUMr3ER OF SILL STUD5-ON FLAT(DOES NOT APPLY TO DOORS) (2018 WFGM,TABLE 5.25B,P. 2a1) T� „. --~"" GREATER THAN 1": IOd COMMON 6" EDGE / 12" FIELD C - NUMBER OF FULL HEIGHT KING STUDS ® EA. SIDE OF HEADER(2015 WFGM,TABLE 5.250, P. 2,12; ALTERNATE AS PER TABLE 5.25D, P. 2a5) - .....---"""" • D - NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER ® EA. SIDE " 1 - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" O.G. AT THE PANEL EDGE. ALTERNATIVE NAILING SCHEDULES SHALL BE USED W W HERE ALL 5HEATHING NAILING 15 REDUCED. I- - NUUMBMB WFGM,TABLEER OF JACK STUDS ® EA. END OF HEADER(2018 WFGM, TABLE 3.22F,P. 288) ' a A D ( P. Iaa) _4T STUD TO FLOOR ASSEMBLY TO SILL FOR EXAMPLE IF WALL SHEATHING IS NAILED 5" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER G F - NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT JACK STUD TO END OF 51LL(S) ® EA. SIDE e° a a SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ° ° PLATES) GONNEGTION SLAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. (DOES NOT APPLY TO DOORS) (2018 WFGM,TABLE 3.8,P. lal) °d ° - WHEN WALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF PROJECT: NAILS SHALL BE PERMITTED To BE REDUCED TO I-I&D NAIL PER FOOT. B e ° - FOR ROOF SHEATHING WITHIN 4 OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4' ON EACH � •~~•~~"��"'~--.....�,. ° ° °a a a ° a END O 4 FOR F STRAP (WRAP STRAP UNDER SILL PL.)P cl COMMON NAILS a A s SIDE OF THE ROOF PEAK THE 4' P FASTEN I NO 5GHEDULE B ERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE R E R I S F ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENIN65 �� '"--.. a ° a $ FOR EA. PLATE TO STUD ABOVE OR BELOW - USED. (IN AGGORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2015 EDITION) "^--_,� _2_ _16_ d COMMON NAILS ADDITION A NOTATION ROUGH A B G D E F G oPNG 1515 CALVES NECK ROAD 2'-0" 2 I I 1 I I SOUTHOLD NY 11971 4'-0" 4 1 2 2 2 2 SFLe I C I NO OF TOF FLATS GABLE ENDWALL PROVIDE (2) 2"xIO" HDR (MIN.) U.O.N. 6'-0" 5 1 5 5 5 5 BRACINO/STRAFFINO DRAWING TITLE: (B) - REQUIRES SILL PLATES OF 2"xb" (MIN.) TOP PLATE BLOCKING 2 HOLDOWN, ANCHOR BOLT, FOR RAKES 12"OR LESS PROVIDE 8'-O" 7 2 5 4 4 4 SPLICE TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS BAYS BACK® BLOCKING m 1211 O.G. LENGTH FOR WIND - EXPOSURES 6$0 - FOR WIND - EXPOSURES 540 - 4'-o" O.C. To ACHEIVE RAKE o.H. STRAPPING, & NAILING DETAILS ALL OTHER CA5'cS ONE STORY SLAB ON GRADE ROOF FASTENING SCHEDULE BUILDING MINIMUM 5PLIGE' '` DUILDING MINIMUM 5PLIGE DIMENSION (FT.) LENGTH (FT.) DIMENSION (FT.) LENGTH (FT.) TYP.STRAP w/(5) PAGE: Sd NAILS EA.END 12'-0" 5'-0" OF EA. STRAP \ I a ATTIC G 003mOO �l��®R !�®�T �� I ��T ®NII�l� I6'-O" 3'-�"/5'-q" I6'-O" 4•,_O, 20'-0" 4'-C"/5'-O" 20'-O" 5'-0" BLOCKING 2 BAY5 5PE0IFICATION (2015 WFGM TABLES 5.2A 8 5.25, P. 157-160) : 1: BACK m 4'-0" O.C. 24-0 4-0/5-0 24-0 6-o CORNER gq:. FOR ALL STRUCTURES: DATE: 04/27/22 3 OF 21 CONDITION . '77. 5/8"O ANCHOR BOLTS ® 5a" O.G. 28'-O" 5'-O"h'-5" 28'-O" 7'-0" 52'-0" 6'-O"/"-6" 52'-0" 8'-O" SECOND FLOOR N •P 0 56'-O" 7'-O"/S q" 56'-0" q,-O„ NOTES: 1.TABULATED SPLICE LENGTHS A55UME TOP PLATE-TO-TOP PLATE 'a CONNECTION USING 2-I6d NAILS PER FOOT.FOR SHORTER SPLICE LEN6TH5,THE NAIL SPACING SHALL BE REDUCED IN ORDER TO 40'-O" 8'-0710.0" 40'-O" 11'-0" �FtED •" I. MIN. 7" EMBEDMENT INTO CONCRETE PROVIDE AN EQUIVALENT NUMBER OF NAILS BLOCKING 2 BAYS �`G,'� � A w/ 5" SQUARE WASHERS AND END NUT SETUP; BACK a 4'-0" O.C. V „ 2.TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED 50'-O" 10'-0"/121i", 50'-O" 15'-O" �v c� D T1'P.STRAP w/(3) CONDITION 15 EMBEDMENT FOR G.M.U. (BLOCK) FOUND. 8 FILL IN EXPOSURE B iv TOP TWO COUR5E5 SOLID Bd NAILS EA.END -oil 3.TABULATED SPLICE LENGTHS ARE BASED ON 8 FOOT MALL 60I2-O /15 C 60-oil 16" -O OF EA. STRAP Q 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR HEI6HT5 FOR OTHER WALL HEI6HT5,H,THE TABULATED UNIT * ` LATERAL LOADS SHALL BE MULTIPLIED BY H/b; FIRST FLOOR OR REPLACED BY HOLD DOWNS FOR 5HEARWALL5 FOR ALTERNATIVE WALL HEIGHT5 MULTIPLY THE ABOVE 70'-O" 14'-O" 70'-0" Iq'-O" PLAN DIAGRAM OF ZONES NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR N� CZ- (ADDITIONALLY, D UP TO THE NEAREST FOOT): „ ll �3740� 0 5. ANCHOR BOLTS ARE TO BE BETWEEN 6 � 12 INALLY ROUN 501.011I6-O 80-0 221-011 FROM ENDS AND CORNERS (TWO ® CORNERS) q'WALL - 1.125 — OF t4 (SEE DIAGRAM TO LEFT) IO'WALL- 1.25 BLOCKING 2 BAYS 11'WALL- 1-%"5 THIS COLUMN w/MULTIPLIER 4. COORDINATE w/ HOLDOWN LOCATIONS 12 WALL- 15 FOR 10'-O"WALL WA BACK O 4'-O" O.G. 4.TOP PLATES SHALL BE A MINIMUM OF STUD 6RADE MATERIAL MISCELLANEOUS FRAMING O RAPH I GS GONT I NUOUS BUILT-UP GIRDERS, 5 OR MORE SUPPORTS (THAT EXOEED FRAMING 5TANDARD5, IT IS REG'D FOR FRAMER TO HAVE A F 1 REBLOGK I NO FOR FLATFORM MOOD FRAM 1 NO �- - 0 WORKING KNOWLEDGE OF THE AMERICAN WOOD COUNCIL [AWC] DETAIL BOOK CONNECTION PATTERN 5CHEDULE (FOR ENGINEERED LUMBER [ie. WOOD I-JOISTS] SEE MANU. SPEG.'s FOR ADDITIONAL INFO.) AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL CODE) BETWEEN 1/b ASSEMBLY REQUIREMENTS: ~ O CONNECTION d 1/4 OF A WHEN GIRDERS MADE UP OF JOISTS NAILED PATTERN DF-50RIPTION TOGETHER 51DE BY 51DE ARE CONTINUOUS OVER J _ � BLOCKINO UNDER LOAD BEARING WALL THREE OR MORE 5UPPORT5, JOINTS ARE TO BE MAX.52" LOCATED BETWEEN ONE SIXTH AND ONE QUARTER W NON-LOAD BEARI NO WALL OFFSET FROM SUPPORT A (2)ROWS IOd NAILS m 12"o.c. P THE SPAN LENGTH FROM AN INTERMEDIATE Q W >; STUDS STUD B (3)ROWS IOd NAILS m 12"O.G. SUPPORT. NO TNO ADJOINING JOISTS, NOR MORE m Z 5U5FLOOR P THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE O (/) SUBFLOOR (2)ROWS 1/2" m BOLTS• 12"O.G.5TA66ERED; JOINTED ON THE SAME 51ME OF THE SUPPORT. J z SOLE PLATE DBL.o ENDS TWO-PIECE D (2)ROWS 1/2" 4)BOLTS• 16"O.G. BUILT UP GIRDER P MAX. 32" Y NAILING: SOLE PLATE TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE Lo Ix O E f2)Rows I/2" m BOLTS O 24"O.G. 51DE WITH IOd NAILS, TWO NEAR EACH END OF 0 O O BETWEEN 1/6 EACH PIECE, OTHERS STAGGERED WITH A DISTANCE > 5 LL F (2)ROWS 3-3/8"TRUSSLOCK 5GR•EW5® 12"O.G. d 1/4 OF A OF 16 INCHES BETWEEN NAILS IN A HORIZONTAL z LO m SCREWED ON(1)SIDE OF MEMBER LINE; OR GIRDERS ARE TO BE NAILED FROM EACH Nj G (2)ROWS 3-3/8"TRIJ 5LOCK ScREW5® 16.O.c. P 51DE W IOd NAILS, TWO NEAR EACH END OF EACH SCREWED ON(1)SIDE OF MEMBER JOIST, OTHERS STAGGERED w/ A DISTANCE OF 52" H (22)ROWS 3-3/8"TRUSSLOGK SCREWS® 24"O.G. BETWEEN NAILS IN A HORIZONTAL LINE. F=— cr JOIST SCREWED ON(1)SIDE OF MEMBER P zcr MAXIMUM OFFSET THREE-PIECE (2)Rows s"TRUSSLOGK SCREWS� 12"o.c. W JOIST DEPTH, d J 5GREWED ON BOTH SIDE of MEMBER BUILT UP 61RDER P MAX.52" THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d Q J MATCHED 51ZE OF BLOCKINGAILS ON EA. SIDE w/ TWO NEAR EA. END OF EA. _J 00 (pe ROWS 5"TBOTH SIDE SCREWS m Ib'O.C.oc INCLUDING INTERMIDIATE JOINTS AND w/ THE 4 UNDER NON-LOAD BEARING FIRESTOPPING AND K SCREWED ON BOTH SIDE OF MEMBER PIECE, „ � d" O PARTITIONS ® 52" O.G. BLOCKING STUD OTHERS STAGGERED w/ A DISTANCE OF NOT MORE 3 (2)ROWS 5"TRU55LOGK SCREWS•24"O.G. BETWEEN I/b z DOUBLE PLATE L SCREWED ON BOTH SIDE OF MEMBER a 1/4 OF A THAN 52" BETWEEN NAILS IN A HORIZONTAL LINE. J GE I L I NO BRAG I NO NOTE: P FOUR-PIECE CIDERS ARE TO BE A55EMLED AS O CANTI LEVEF.ED FLOOR I.BEAMS a HEADERS NOT NOTED W zITH CONNECTION PATTERN ON SHOWN, AND NAILED W 20d NAILS AS SPECIFIED z GABLE ENDWALL PLAN SHALL USE CONNECTION PATTERN 'A'WHEN 8"OR SMALLER P FOR THE THREE-PIECE GIRDER. _I N B CONNECTION PATTERN 'B'WHEN 10"OR LARGER FOR STUD 2.WHEN SGREWIN6 OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANCHORING: 2 L OFFSET FASTENERS 1/2"FROM ONE SIDE TO THE OTHER BUILT UP GIRDER P GIRDER5 ARE TO BE SECURELY ANCHORED TO I I,*- LO SUBFLOOR SOLE PLATE LATE CONTINUOUS 6ABLTRUSS MASONRY PIERS, NAILED TO WOOD POSTS OR O Q LATERAL BRACE ® b'o.c. BAND BOLTED TO STEEL COLUMNS. r'I _I O JOIST , 2) IOd NAILS TRUSS OR G.J. PLATFORM FRAME CONSTRUCTION 10) 8d -LOCATIONS REOUI1RUN0 FIRESTOPPING- W , NAILS FIRE- FIRE- STOPPING WOOD FIRESTOPPINS FIRESTOPPINS FA5TENIN5 RECOMMENDATIONS FOR SIDE-LOADED, STOPPING FSTOPIRE- FIRE- 5O� U ` MULTIPLE-PIECE MEMBERS W JOIST • 5d COOLER NAILS® 10" O.G. NAILED' BOLTED' BLOCKING 2"x4"BLOCK NAILED TO EA.BRACE ROWS 16a B Rows 16d 2 ROM)Y 1 2 RowSX,• 2 ROWSY�" VERTICAL w/(4) IOd NAILS COMMON COMMON BOLTS a 24• BOLTS BOLTS FIRESTOPPINS W-EN N O 12"oz., O 12"OZ., OA.STAB6EREt7r' O 12"O.G. O 6"O.G. {' COVERINS 15 APPLIED Li 20 o.STRAP ro UNDERSIDE of 9 5TUD Q Ro GYPSUM BOARD TWO WS 12' O.G. THREE ROWS 12"O.C. JOISTS LOGATION I LOGATION 2 LOGATION 3 STS DOUBLE PLATE * 5d COOLER NAILS a 10"O.G. CIO)8d NAILS BEAM SELECTION w/ 5TD. NAILING ° ° ° ° ° LOGATION 4 NOTE: ENDWALL STUD AS NOTED IN NOTES "1 $ 8 5 J015T SHALL BE LOCATED DIRECTLY * DENOTES ALT.FOR USE OF DRYWALL SCREWS ° ° NONCOMBUSTIBLE ALTERNATE OVER STUDS,UNLESS TOP PLATE 15 4"® EDGE/12"® FIELD FULLY BLOCKED SOLE F1REsroPP1NG LOCATION I.TOP AND BOTTOM ROWS SHOULD BE 2"FROM EDGES OF GIRDER DESIGNED TO CARRY THE LOAD SCREWS o6 - IY4" TYPE W OR S FIRESTOPPINS WOOD FIRESTOPPINe 2.BOLT HOLES ARE TO BE THE SAME DIAMETER A5 THE BOLT AND SHOULD BE LOCATED 2' TWO ROWS 24"O.G.5TA66ERED TWO ROWS 6"O.G. LOCATION 5 LOCATION 6 /� FROM THE TOP AND BOTTOM OF THE MEMBER.EVERY BOLT MUST EXTEND THROUGH THE FULL NTER I OR STUD DETAIL THICKNESS OF THE MEMBER.USE wA5HER5 UNDER HEAD AND NUT' OVERLAID ROOF 6.5TA65ER EACH ROW OF FASTENERS BY 12". O O G O O O O O O 2"SPACE NOT ATTACHMENT @ VALLEY 4.FOR A THREE-PIECE MEMBER,THE SPECIFIED NAILINS IS FROM EACH SIDE. TO BE PILLED ® NONGOMBIKTIBLE FIRESTOPPIN6 S.FOUR-PIECE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO FIRESTOPPIN6 APPROX.I INCH Tt11GC BOTH 51DE OF THE MEMBER. 6.VALUES FOR NAILING CONNECTIONS MAY BE DOUBLED FOR 6'O.G.OR TRIPLED FOR 4"O.G.NAIL SPAGINS. LOCATION -i STD.NAILING FOR TOP LOADED MULTIPLE-PIECE BEAM5. STRAPPING W/ 9.2 R.OW5 OF 16d COMMON NAILS(12"OZ)FOR DEPTHS 12'OR LESS FIRESTOPPINS 4 Bd NAILS LOCATION 8 LOCATION cl ® EA.END ® R.R. b.s Rotas OF 16d COMMON NAILS 02"O.G)FOR DEPTH5 of 14",16.4 16'. LOCATION 10 FULL WIDTH 2" BLOCKIN Z 0 w TOP PLATE DRILL 2"0 INTO ROOF DECK FOR STRAPPING INSTL. INTERSECT 1 ON DETAIL XIST.OR NEW NEW R.R.SET w/ R.R. BELOW UPPER TOP PLATE LAPS 4 IOd NTINWU5 LOWER TOE NAILS NOTED CONT.BLOCKING TOP PLATE SPIKED TO R.R.'5 ALIGN NEW 4 EX.R.R. AS SHO KING STUDS WN PLAN VIEW NOTE: SIMILAR® 'SHED' WOOD JO 15 WOOD JO ROOF,R.R. IN LINE CRIPPLE STUD BLOCK I NO 0 JOIST HANOE HEADER N GENERAL REG2U I REMENTS FOR GENERAL REGQU I REMENT5 FOR W N57ALLA71 ON OF C,L I NCHED NAILS I N57ALLA71 ON OF TOE-NAILS O I RDER/HEADE ,JACK STUDS 0 pppKKK�� WOOD OI RDER WOOD JOIST MAIN MEMBER u f� 1� �00 Lu a JOIST FRAM I NO OVER WOOD OI RDER JO 15T FRAMING FLUSH WITH G I RDER/HEADER TYP I GAL HEADER CONNECTION \_ 1. TOE-NAILS SHALL BE DRIVEN ® AN ANGLE OF PROJECT: vIAM•X 3 APPROX. 50° w/THE MAIN MEMBER +€ STARTED APPROX. THE LENGTH OF THE NAIL FROM THE MEMBER END, R E R I S I. NAILS SHALL BE DRIVEN PERPENDICULAR TO AS SHOWN ABOVE THE MEMBER, STRAIGHT THROUGH AND BENT OVER A MIN. OF (5) NAIL DIAM.'5 AT A 90° ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN R MEMBER, FOR THI5 APPLICATION,SHALL BE AT LEAST SIX TIMES THE DIAM. OF THE NAIL RAFTE ADDITION 5. TO AVOID SPLITTING, NO MORE THAN 2 TOE NAILS SHALL BE INSTALLED IN EA. SIDE OF A RAFTER OR CEILING J015T WALL STUD WALL STUD WHEN FASTENED TO A 2"x4" TOP PLATE OR 5 TOE NAILS BOTTOM PLAT BOTTOM PLATEE IN EA. SIDE W 1515 CALVES NECK ROAD HEN FASTENED TO A 2"xb" TOP PLATE. BATHTUB SUB FLOOR DOUBLE JOIST DOUBLE JOIST TOP PLATE SOUTHOLD NY 1.1971 GH I M. CHASE 5EGURI NO @ 570. SIDE WALL DRAWING TITLE: WALL STUD FRAMING GRAPHICS BEAM CONNECTION PATTERNS NOTE,_ FIREBLOCKING DETAILS (SIM. ,® CHASE WITHIN PLANE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARING WALLS ALTERNATIVE RAFTER TO WALL STUD CONNECTION w/ STUDS TO ATTIC, FLOOR 8 BLK'G TO R/L 51DE5 w/5TRAPPING TO R/L SIDES) Oo Y tu PAGE: TOP PLATE ® tL O J m N WIND RES I STANT GONSTRUT 1 ON CONNECTORS GRIM. CHASE WALL V 40 o CONNECTION LOCATION: PART NUMBER: NOTES: G-0OAOOO RI DOE-TO-RAFTERS C520 @ 21" APPLY TO EACH PAIR OF RAFTERS o�- 3� w a z 4 ® RAFTER-TO-WALL H� APPLY TO EACH RAFTER DATE: 04/27/22 4 OF EL 111 z 21 ROOF o o a RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER REQ'D BLOCKING O PLA — — TO ALIGN w/STFAPPING d TE TO WALL STUD G520 @ 18 APPLY TO EACH WALL STUD o EA. LEVEL ABOVE w N THE FIRST FL. ® z w x 2ND. FLOOR WALL-TO-I ST. FLOOR WALL LFTA or C520 @ 56" APPLY TO EACH WALL STUD D AR FLOOR/CLG. O HEADER-TO-JACK STUD C520 @ 12" Po'��. APPLY TO EACH JACK STUD C� � CRIPPLE STUD-TO-HEADER H5 APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLDDOWN ANCHOR 5STB16 APPLY TO EACH 51DENALL END WRAP UNDER DOUBLE 5ILL PLATE N�' 0 S I D� �I�W CLAN �I�1�1 I ST. FLOOR-UNDER-SILL PLATE G520 q 3740 (USE WITH 5" SQUARE WASHERS) USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. (5E I ` ERAL 5 I M50L E I : (L O a U EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT w O N WOOD FRAME (L.G. 5TL. �-i EXISTING TO REMAIN rq WHEN APPLICABLE) Tq NEW FOUNDATION WALL J W NEW WOOD FRAME: (L.G. Q w }- STL. WHEN APPLICABLE) m Z NEW I-HR FIRE RATED ® ,J MIN. (2) 2"x4" STRUCTURAL Z WOOD FRAME (L.O. 5TL. POST FOR 4" WALLS J J WHEN APPLICABLE:) (MIN. (2) 2"xb" STRUCTURAL Ln P05T FOR 6" WALL5), U.O.N. M NEW 2-HR FIRE RATED O WOOD FRAME (L.G. 57L. WHEN APPLICABLE) m Z ` O � � 0 z w a J J 00 Z O CD e-I ri T1 O a Z r i wwcfl ti � LO � � O w f- U w ~ U n-� U J EXIST. 4"xb" EXIST. 4"x6" I I 1 DROPPED BM. _ _ D_R_OP_P_ED__BM ___ - _ - - - - - - - - - - - - - - - - - - - - --------------- ---- ----_---- 1 ---- ---- ---- - ----�- --�----� �------------ ---- - ------------ II I REMOVE EXIST. DOOR 4 REPLACE V EXIST. LATTICE; j O EXIST. POSTS TO I I j Q N Q REMAIN I ►. ® < I I 1 r .-. _ .- -.._ ._..— -. _ _ .- _ -.._. _ ._.._ _ ._.._.._.._ ._.._. J ? U1 cv.o I I r— lL X -7 11 = e) to I I N Q EXIST. u p I I 1 v GRAWL5PAGE I I I I w !p II I ® I I I I 11 I II I II j I I I II I I I I I AGGESS I II I 1 II � EXIST. WINDOW TO I I I 1 I BE REMOVED \ \ I I EXIST. 2 GARIL I I GARAGE Q F=_ _ - V j I I I SLAB ON GRADE ? 1 O W EXIST. IDEN EXIS ACCESS I I - Ul - v � EXIST. DOORS N iv I Q EXIST. O �� TO BE REMOVED 1- I I IN CRAWLSPACE N= EXIST. CHIMNEY kj .fl EX15T. STAIR TO BASE TO BE lu 11 1 t2 O N ® BE REMOVED REMOVED i I I ® I I EX15T. P05T TO I I I 1 BE REPLACED ------ I N 1 I �NEW ACCESS TO I------i i w/NEW STL. r _ - - _ - _ _ _ J w I I i COL. UPON FTC. I I GRAWLSPACE I I - - - - 2 I NEW OPENING TO 2 PROPOSED ADDITION p I� I r - - - - - - - - _-_ - - - - - _ EXIST. (2) 2"XIO" i — � jI jI EXIST. (2) 2i"xl0 _ U A- - ea - 9 _Df't7tT $M. > I w it II i I j I ---- r r- I I I III II 1 EXIST. I I BASEMENT EXIST. PORTIONS OF EXIST.L_ O EXIST. WINDOWS PROJECT: PROJECT: DEMOLITION NOTE: FOUNDATION TO BE DEMOLISHED I UP (N TO BE REMOVED I PROVIDE SHORING AND SUPPORT TO ALL AFFECTED h STRUCTURAL MEMBERS PRIOR TO THE COMMENCEMENT I III EXIST. WINDOW 11 R E R I S I j III I OF ANY DEMOLITION OR CONSTRUCTION. III TO BE REMOVED I N IA III ---� REMOVE EXIST. I I! 1j ADDITION NI OIL TANKtu Ij r------- I I I OIL TANK I I I PROVIDE OPENING PROVIDE OPENING 1 L_------ - ® NEW HOPPER m NEW HOPPER - __ 1 1515 CALVES NECK ROAD -. _. _ _ _ _ _. _ _ _ _ ._--- � SOUTHOLDNY11971 DRAWING TITLE: PROPOSED DEMOLITION FLAN PROPOSED DEMOLITION PLANS SCALE: 114" = P-Oil PAGE: A-101. 00 DATE: 04/27/22 5 OF 21 D AR PO �cl ti r 0374 TF OF t4 G I NE AL SNrME30L E"',r : CL O Q U _ EXISTING TO BE DP° W MOLI5HED NEW PARTIAL HEIGHT WOOD FRAME (L.G. STL. a)LLJ .' Z O 04 EXISTING TO REMAIN WHEN APPL I GABLE) II J T1 NEW WOOD FRAME (L.G. NEW FOUNDATION WALL C _ _ Q ' W 5TL. WHEN APPL I GABLE) — — m Z NEW I-HR FIRE RATED III J MIN. (2) 2"x4" STRUCTURAL I O Z WOOD FRAME (L.G. 5TL. ® P05T FOR 4" WALL5 I II '2 F— J WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL I II I TO I BE ST. HI REMOVED TO BE REMOVED LO P05T FOR b" WALLS), U.O.N. II I II X 0) 0 NEW 2-HR FIRE RATED III I EXIST. FRAME 0 WOOD FRAME (L.G. 5TL. — DECK WHEN APPLICABLE) F 1 I I I 1 Z 't m \ II I I \ O \ II I = Q EXIST. DOOR TO � BE REMOVED Z I EXIST. DOOR TO �_u I I EXIST. WALL TO WIII I Q J I I BE REMOVED I I BE DEMOLISHED 00 I II I I I I II I EXIST. WINDOWS EXIST. WINDOW TO EXIST. WINDOW TO Z U I I EXIST. LIVING TO BE REMOVED- BE REMOVED BE REMOVED J H I ROOM / IT=Z= _____ Z >; 4 I I EXIST. 2 GAR j 1 I i ----- ----- Q Z T-1 I I GARAGE I I +� I I i 1\ II w _.J N �I I I r---------------------J-----------i I I \�� ll Ll � rl EXIST. WALL TOJ I I I I �-1J EXIST. WINDOW TO r- Lo I I I I i I I i t I BE REMOVED BE REMOVED; ALL EXISTING CABINETS, Q I I I I I I r---r{I I PROVIDE TEMP. I I I I PLUMBING FIXTURES # ��11 I I 1 - I -J O WALL PRIOR TO EXIST. DOORS APPLIANCES TO BE REMOVED I ` �`� ==__ III I REMOVAL I TO BE REMOVED I I III I I 1 1 EXIST. OFFICE III I EXIST. WALL TO I l�� EXIST. DOORS I I I �--- EXIST. \�� ` I I BE DEMOLISHED KITCHEN I TO BE REMOVED I �\ W EXIST. i I I I I \\ I EXIST. WALLS � r--- -I I EXIST. WALL TO- TO BE DEMOLIS I BE=D=EM=O=L=ISHTED--- W EXIST. WINDOWS I I----- I i --------zTO BE REMOVED V ---------L- �-------- 2 J I -------� U -^ r�==� WI J --------- --- L-----� I I � -I EXIST. NDOW TO -- — ---- __ I EXIST. GREAT%I ROOM BE REMOVED Q � �� I I -i � II I EXIST\\ I EXIST. DOOR TO I I _ BE REMOVED JJ I BATHROOM I EXIST. I Li- ----------------- -_-----------------L- --------------------------------- IL_ r I1 -- -- EXIST. DINING 1\ II I _Li� I DEMOLITION NOTE: I III OOM \ 11 I \ III I III I PROVIDE SHORING AND SUPPORT TO ALL AFFECTED STRUCTURAL MEMBERS PRIOR TO THE COMMENCEMENT I III EXIST. DOORS OF ANY DEMOLIT ON OR CONSTRUCTION. I II I TO BE REMOVED L------J I III EX IST. UP I I III I r, EXIST. FOYER L L II I I EXIST. DOORS \\ I I TO BE REMOVED 1 II Ff II II �- EXIST. WINDOW TO \ I EXIST. WINDOW TO BE REMOVED \\ I I I BE REMOVED _IJ I-- ------------I EXIST. STOOP TO BE DEMOLISHED FIRST FLOOR DEMOLITION PLAN 50ALE: 114" = P-O" z EXIST. WINDOW TO EXIST. WINDOW TO w BE REMOVED BE REMOVED \ 0 0 -7 --- s====z_� 1 /-----------� I frnD i= I --- ___ _ - I w IL I // ^ I EXIST. Ln - I LUJ �Xigl'. BATHROOM I �� // I HALLWAYTO BE DEMOLISHEDPROJECT: EXIST. DOORSEXIST. TO BE REMOVED I BATHROOM / EXIST. R E R I S III -- --------------------- ADDITION - ------------ EEXISTi -� EXIST. WALL TO-/ BE DEMOLISHED \ I I I L- - - -J EXIST. WINDOW TO ��\_ - I I I I III I EXIST. WINDOW TO BE REMOVED L I ;- ® ® I I I I EXIST. III I BE REMOVED 1515 CALVES NECK ROAD III EXIST. WALL TO I W BEDROOM III I °I BE DEMOLISHED I I _�^ _ I L -J III SOUTHOLD NY 11971 I III i- m - - I EXIST. ALL TO BE DEMOLISHED DRAWING TITLE: EXIST. I I I BEDROOM I L PROPOSED DEMOLITION PLANS DEMOLITION NOTE: PROVIDE SHORING AND SUPPORT TO ALL AFFECTED \--- I EXIST. STRUCTURAL MEMEER5 PRIOR TO THE COMMENCEMENT \ I I OF ANY DEMOLITION OR CONSTRUCTION. I I T I I EXIST. I I I I EXIST. DOOR TO EXIST. DOOR TO I I GL. I I I I BE REMOVED BE REMOVED I I I I PAGE: II II II -102 . 00 II II II II II II it I II I I rT====T-1 EXIST. WINDOW TO EXIST. WINDOW TO DATE: 04/27/22 6 OF 21 BE REMOVED BE REMOVED SECOND FLOOR I�EMOL_ITION PLAN `�,��REoA&cy10 SCALE: 1/4" = 1'-0" �'� ��A �,A 0374 TF OF t4 „ . ``��,.,/•�/,r�� \�\.�,,r t may{} . \ . 10111 JI � <:: •\ : . \ D O B D R S T s 6 G-00 O G T G DETAILS. ROM SAM TU � � � SEE DOOR SCHEDULE FOR ALL L F A FA. . \ ^ \\ '.�`. �, .\\.,•c \, sue\ .� ♦� -- .. ........ .ep. ..... .... .a . . \.\ \..... ... ... \ ...: .i.�:. ..v .:ems \ I" \ \ \ (Nib trot a \ DOOR .� � �:. '.� . ,.. \\ \\ \ \ o. \ \\\...\. AN" \:.. .,\.. \\. .... \.: \.. NEW PARTIAL HEIGHT O\ °' \ ':. CLEAR W Z p, 1. i:. \'_ WINDOW DIMENSION W O N EXI5TIN, TO BE DEMOLISHED ",; .,,,. . `. FIRE >.. ? WOOD FRAME (L.G. STL. TAG DESCRIPTION MANUFACTURER ,; ��: ,• :�: ., �>.,> NOTES _ OPENING RATING TAG TYPE MODEL # r: \: \ TEMPERED WHEN APPLICABLE \a'. ;.: :�.:\ \\:a\ WIDTH F EC�2 D: 20 F� r'I G TO REMAIN WIDTH HEIGHT ...: EXISTN & . HEIGHT REO D:24 W .< : \ ,I, ° „ }} WIDTH HEIGHT Q .., \\...\ OPEN REC�D: 5"I S.F. NEW FOUNDATION WALL ?: •.\�: a<�� NEW 400D FRAME L.G. .:•.: C \\. \ Z STL,AHEN APPLICABLE) .\\ .. .....�... .... .....\..... .. � ...... ...... .. ... .. .. \.\ \ .a\�. \ � \:, ems: \. ... \ a� II \ \. \.• \ O�. \. �. \ a :�� F \ \.. \ . �. .� �. Via\ .\ \. \. .\ DOUBLE\\ \ \ »l"iE \ \. \. \ .. . ... .. \ ..� \\. o\� .\ \ .. \ \. .•o �. •\ .\. % �\ .\\\ p., e \ .\. ...\. .� \e \ HUNG T \\ ... . y jiki NE4 I HR FIRE RATED MIN. (2) 2 x4 STRUCTURAL 1 11 1 Ir •a::;; ,:\,;, .,\\. B (I) DOUBLE .. ._. . 5 ..:, . 8 J 001 SINGLE 5WING TBD 3-O b-8 ® " i OD FRAME (L.G. STL. POST FOR 4 WALLS �"� �:'� �� `` MATCH LATTICE -'. , .< ..\...\ .. " u ._ - HEN APPLICABLE) (MIN. (2) 2 xb STRUCTURAL BIN -HUNG TW210410 ` i `' , '' \ . 2'-II 5' O 002 SINGLE SWING TBD 2-8 6-8 „ . 11 11 ;,;�, POST FOR b WALLS U.O.N. 11 a. ,;\.. \. .. An OUB E � O D L O .,, : , t\ yil,j, \ .f', : I II 1 II o NEW 2-HR FIRE RATED DOUBLE-HUNG TW21062 „ ,.:, :. 2-I I b-4 V �- Ln it WOOD FRAME (L L 003 SINGLE SWING TBD 2 8 6 8 \ \\. �. � � m �A 3-5 b-4 o Z WHEN APPLICABLE) - UNG TW3462 .\ ,~ y D (4) DOUBLE H 004 SINGLE SWING TB E I I'll 2 DOUBLE-HUN6 TW2446 _ um in 005 SINGLE SWIN6 TBD 2 6 b 8 ;\ \•• 1 II \: \ a \. FLOOR PLAN NOTES \ \ \ F (I) PICTURE P4246 \;� ._ :. . ,«>�. � ��°�\�,'.�'�?, .. •.,:.� \\fir r , .+'.,<` :> : :. _ 00 DOOR NOTE: NEW ATTIC. ACCESS - PULL DOWN STAIR: F6 bA � ' \ ";Y, :DOUBLE-HUNG TW2052 ` ' 2'-I 51_4 II I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT ON # O \\ ° \'�\ \\ Oj - O I. MIN. CAPACITY " ...\ ,.`. PLANS BY 'JELD WEN' (OR EQUAL). 2.SIZE TO FIT MECH. EQUIP. THROUGH .. 2 11 5 4 r-I 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT ON OPENING (MIN. 22"x30") z 0 \ \ " H (U DOUBLE-HUN6 TW21052 \\ ., n," :•,', ' PLANS BY 'THERMATRU (OR EQUAL). 3.1 HP, FIRE RATED �„ \,; Ile O .< .. Z �- DOUBLE-HUNG TW34510 ' i „= \ 3r_511 61_0II d' 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR WALLS 5. INSTALL AS PER MANU. 5 E�s IN6 \\> \ \ 5. INSTALL AS PER MANU SF EG.'s 6.CONSULT H.O. FOR PRECISE LOCATION - ' 11 11 N OF ACCESS DOUBLE-HUNG TW21042 ` :' "" .., � 2-I I � 4-•4 � W Cfl b.PROVIDE (2) 2 x8 HDR.,U.O.N. J (2) '�\ :'.:.. ..•:.\ '' a `'"''`\ T. SEE PAF_ GE 6-003 FOR ALL OTHER FRAMING ELEMENTS AROUND DOOF:S (TYP. FOR ALL) U.O.N. \.' t ." ;\OIr g11IF 0 LA NEW GAS METER; IN5TALL \�' ' to K (5) DOUBLE-HUNG TW21o52 .� �C.° .��a�> .��\ � �... 2-I I 5-4 STAIR 4 RAILING NOTE: O PER UTILITY 00. 5TANDARD5 O2 I. ALL NEW STAIRS SHALL HAVE MAX. 'I-3/4" Ri h' ; K.a \\#` \:: :. a ::: r'� J O MIN. 10 Tr - RISERS SHALL BE CLOSED \ , FOUNDATION WALL OPENING: L (14) DOUBLE-HUNG TW21042 "1 S.F. �._ 3-O x3-O MASONRY OPENING IN FOUNDATION 2. 42' HIGH GUARDRAIL 4 SPINDLE SPACING II NOT TO ALLOW PASSAGE OF A 4" 0 SPHERE; (5) AWNING I 11 I 11 A3I �:2;t..,� '�'xe\"\.Ca: \^.ir,P. if..�. 56" HIGH HANDRAIL 4 SPINDLE 5PACIN6 NOT M - :. 2-I I 2 O TO ALLOW PASSAGE OF A 4" SPHERE ;a '' iFu " \\ W FREEZE PROOF H05E BIB: N (I) AWNING A41 M;' ..: ' ;` �\ 4-O 2'-0 11 3. 6RIPPABLE FAIL AS PER GORE ...,: .. 12 FASTENED w/MASONRY ANCHORS (PRECISE 4. RAILING TO BE WOOD. y, \\\c V\ . LOCATION T.B.D. IN FIELD - CONSULT w/OWNER) OW DOUBLE-HUNG TW24410 2'-5 " 5'-O " O 5MOKE DETECTOR / GO DETECTOR NOTES: O \ x \ W 3 I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT 13 NEW MEGH. AREA: = \, SMOKE /CARBON MONOXIDE COMBINATION DETECTOR O 2) S WT2 7 , £, \ 2-5 2 0 I. WALL HUNG NAVIEN NHB-150 BOILER 4 NAVIEN ` 1`` ;\<\. U TR , \.. J HARD WIRED TO EACH OTHER w BATTER BACKUP. \\'° I 11 1 11 0 NPE210S2 DWH 2.INSTALL ALL AS PER MANU. SPEG.'s \\ 3.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR 2.BASEMENT LEVEL HYDRONIG AIR HANDLER IN COMPLIANCE WITH DLOCAL GONE RWIPO&A361-INAA (OR EQUAL) P (U DOUBLE-HUNG TW34310 3.ATTIC LEVEL HYDRONIG AIR HANDLERS Q RWIP04A2414NAA (OR EQUAL) WINDOW NOTE: 4.INSTALL AS PER MANU. SPEG.'s 5. F.A.I. THROUGH WALL 01. ALL NEW WINDOWS 4 DOORS SHALL BE ANDERSEN 6.FLUE THROUGH WALL CASEMENT,DOUBLEHUN6, OR 6LIDIN6 (AS NOTED); •T. MAINTAIN 30"x30" CLEARANCE IN FRONT OF Q Q Q INSTALL AS PER MANU. SPEC.'S. FOR MECHANICAL UNITS AS PER NY5 MG 506.1 u Y SUBSTITUTIONS, SEE NOTE #q IN "6LAS5 WINDOWS 5.MAINTAIN ALL APPLICABLE VENTIN6 e AND DOORS" ON PAGE 6-002 IF CASEMENT CLEARANCES REQUIRED PER NY5 MG 804. WINDOWS - ALL 05MNT ksNDWS SHALL HAVE IS'-5y2" I6'-T° 43'-5v2" STRAIGHT ARM HINGE WHEN TYPICAL MECHANICAL ROOM NOTES: I u 2.IF DOUBLE HUN6 - ALL D'BL. HUN6 KNOWS TO BE ITILT KASH . FOR PC. FR. FLOOR - PROVIDE 1/2" GONG. BD. BY w Q 3.ALL GLAZING WITHIN 15" OF FF TO BE TEMP. 6L. "DUROGK" (OR EQUAL) Q 2. FOR PO. FR. GL6. AND/OR WALLS - PROVIDE (1) 4.SEE PAGE 6-003 FOR F'RAMIN6 ELEMENTS AROUND F WINDOWS (TYP. FOR ALL) U.O.N. - PROVIDE (2) 2"x811 LAYER OF 5/8" TYPE "X" GYP. BD. UL U305 (OMIT ON fa LINE OF EXISTING HDR. U.O.N. GONG. WALLS) Q 1 DECK ABOVE 3. WHEN NEW, INSTALL FURNACE/BOILER AS PER MANU. - - EGRESS NOTE- IN AND AS PER NY5 MECH. AND FUEL GAS CODE IN COMPLIANCE WITH NEW YORK STATE BUILDING GORE,SECTION R310.2.1;THE FOLLOWING MEANS OF 4. COMB. AIR VOLUME AS PER MANU. SPEC.'S - PROVIDE I EGRESS SHALL BE FOLLOWED: 5. MAINTAIN TA NSH I ORTAKE FROM PROVIDE URNAGEIOR/EOILER ELECTRICAL I 8'-I" 81-III I REPLACE EXIST. LATTICE REPLACE EXIST. LATTICE NET CLEAR OPENINO........... 5.'1 S.F. EMERGENCY SHUT OFF SWITCH _ ._ - - - ._ ._. _.. •1 = _ _ _ _ _. _ = 1 ( I w/NEW AZEK LATTICE w/NEW AZEK LATTICE I 1 001 NET CLEAR HEIGHT............... 24" MINIMUM 6. FOR 6A5 SERVICE, PROVIDE 6A5 SHUT OFF SWITCH I 1. LOCATE MEGH. EQUIP. TO ALLOW FOR PROPER NET CLEAR WIDTH................. s!O' MINIMUM CLEARANCES AS PER CODE PROVIDE NEW 6A5 FIREPLACE UNIT. HOMEOWNER TO 6. PROVIDE 3" FLOOR DRAIN 4 CONNECT TO SANITARY cV 1 i 1 I I I t�5 SELECT. CONNECT AS PER MANUFACTURER SPECS; SYSTEM AS PER NY5 PLUMBING CODE PROVIDE ALL NECESSARY VENTING THROUGH WAL.L5 TO EXTERIOR;VERIFY CLEARANCES TO ALL OPENIN65. 14 ALL NEW PLUMBING FIXTURES TO COMPLY WITH PC 405 EXIST. I 1 O NEW LAUNDRY ROOM: I GRAWLSPA I 1 6 I. NEW WASH /GAS DRY HOOK UP ry g I I TYPICAL BATHROOM NOTE: 1 2.COORDINATE LAUND. ROOM 4 DOOR DIM.'s Q w/SIZE OF EQUIP. IS I. WALL BOARD I O I.I. INSTALL M015TURE RESISTANT GYPSUM BOARD IN I Q u 3.PROVIDE HOOK UPS AS REGIS PER MANU. ! � REPLACE EXIST. 1 ALL BATHROOMS I LATTICE w/NEW 12. INSTALL CONCRETE BOARD IN ALL SHOWERS AND TUB SURROUNDS 1 AZEK LATTICE DRYER EXHAUST NOTE: 2. SHOWER FLOORS I UNILOGK DURA-HOLD I. DUCT SHALL TERMINATE f0 EXTERIOR 2.1. NEW TILE FIN15H (H.O. TO SELECT) UPON RETAINING WALL I P 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY 2.2. CONCRETE MUD-5ET (SLOPE I/W PER FOOT OPENINC75 - - - - - - - - TOWARD5 DRAIN) UPON ._.,-.._ .-. _.._..- .-.._. _.._.._.._.._.._ 3.DUCT SIZE AS PER MANU. 2.3. WATER PROOF MEMBRANE TO COVER SHOWER - 4.DUCT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER FLOOR, WRAP DRAIN 4 ATLEAST IS" UP WALL5 ACCESS 5. TRANSITION DUCTS SHALL. NOT BE CONGEALED WITHIN CONSTRUCTION. FLEXIBLE: TRANSITION DUCTS USED TO 3. ADD WATER SYSTEM DRAIN IN MECH.AREA, TO ' � � 002 I Z v� CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM DRAIN SYSTEM. SHALL BE LIMITED TO SINGLE LENOTH5, NOT TO ADD DEHUMIDIFIER DRAINS IN BASEMENT, MAIN EXCEED 8 FEET AND SHALL BE LISTED AND LABELED AREA AND LAUNDRY ROOM w IN ACCORDANCE WITH UL 2155A. 13 NEW H HANDLER G 0 I I � 6.EXHAUST DUCTS SHALL BE MIN 0.0I6" THK RIGID I AIR HANDLER METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS NEW WOOD FLOOR: NEW (REPLACEMENT) U RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST I6 I. EXI5TIN6 FINISH FLOOR TO BE REMOVED EXIST. i 005 1 HOPPER WINDOW it EXIST. w BASEMENT' 3 STORAGE 2'5 WXI'2"H AWN. DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL 2.EXIST. J" PLYWOOD SUBFLOOR BENEATH TO REMAIN; 0 x ncr 5CREW5 VERIFY INTEGRITY OF EX15TINO MEETS MINIMUM ' m a GRAWLSPIAGE U -1. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER CONSTRUCTION STANDARDS 4 PLYWOOD 15 IN 600D N Q LOCATION TO THE WALL OR ROOF TERMINATION. THE CONDITION;(GLUE 4 SCREW) SCREW PERIMETER OF I I SM/GO MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 SHEATHING 4" O.G. 4 12" O.G. 0 INTERIOR. FEET FOR EACH 45° BEND AND 5 FEET FOR EACH 90" 5.NEW WOOD FLOOR,HO TO SELECT- PROVIDE GLUE ON I I p BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES ANY FLOORING WIDER THAN 3.5 (TYP) 11 i Q NOT INCLUDE THE TRANSITION DUCT. 4.5 VICE AND BE CAYPET READY. WOOD FLOORING AT NEW EXHAUST FAN SHALL BE INSTALLED WHERE NEW TILE FLOOR: II _ ° PROJECT: OVENTILATION IS NOT MET B'Y MEANS OF NATURAL I. NEW TILE FINISH (H.O. TO 5ELEGT) UPON $ N = GIRGULATION THROUGH WINDOWS OR DOORS TO 2.ONE LAYER THINSET (LEVELED PROPERLY) UPON j q t' BASEMENT a•+, ry OUTDOOR SPACES AS PER NY5 MECH. CODE SECTION 3.NEW " NUROGK GEMENTBOARD;OR MUD TO LEVEL UPON PROVIDE O O O O 004 -FINISHED- ''. R E R I S 405.5.2.5; INSTALL AS PER MANU. 5PE05 4.EXIST. " PLYWOOD SUBFLOOR BENEATH TO REMAIN IF IN I AG�ESS �HEATED� 10 N GOOD CONDITION;(GLUE 4 SCREW);SCREW PERIMETER .I`-3'-O" -7'-6"TGEILIN6- I 5 ADDITION OSHOWER ENCLOSURE NOTE: OF SHEATHING 4" O.G. 4 12" O.G. ® INTERIOR. p - O O I 8 I. ALL 5HOWERS SHALL BE FULLY ENCLOSED " GLASS W/ 5. HYDRONIC RADIANT HEAT THROUGHOUT FIRST FLOOR ' I NEW LAUNDRY A-4ol HINGED DOORS. I'-3" � PF:OP05E1D 6 ROOM 2 GRAWLSPAGE i 13.2„ 1515 CALVES NECK ROAD 18 FIRE RATING GARAGE WALL5 AND CEILING SOUTHOLD NY 11971 1. PROVIDE i" TYPE "X" FIRE RATED GYPSUM TO +, ° ALL WALL5 AND GE I L I N05 AT ATTACHED ® ® 2 3 I GARAGE 7 8 i O sM/Go DRAWING TITLE: MASONRY PA 10 ABOVE - 1 005 I I II PROPOSED EJECTOR NEW I BATHROOM 4 j. I I PROPOSED FOUNDATION PLAN x PUMP SYSTEM CAR OARAOE Q I MODIFIED 2I I I I pW ELECTRICAL PANEL 4' V • I z CD O Q ( I `fl -SLAB ON 6RADE- O Q =rr I NEW HOPPER WINDOW NEW HOPPER WINDOW 2 8 WXI 2 H AWN. 2 8 WXI 2 H AWN. MASONRY PATIO ABOVE PAGE: Q C - �Q AL6N �- 1 \ \ A Q \V{� AREA OF (NEW 46"W x 18"D INCOMING WATER �O ` n • r WASTE LINE NEW 46"W x 15"D I x 24" H 1. 3 0 0 �C. WATER SERVICE TO I/A OWTS x 24" H I J I WINDOW WELL- .rtu BELOW z `�� WINDOW WELL 0 ' o Lit -Ic - - - - - - - - el�';� 1�� DATE: 6/13/22 7 OE21 I I'-3y II 10'-O" W-3y2" f, 1 2 CENTER ON EXISTING FOUNDATION EWIII-DIN OFPT _ TOWN OF SOLJTHOLn I6'-O" CENTER t tr'1 * fit'L-c-' 2'x18' GONG. PRON- a Q 0 5 10 20 •��fi �W.,... �l op �! GRAPHIC SCALE 1/4"=1'-0" h1� iF .JFo5E17 FOUN17)ATION PLAN 142 S.F. HA31TAE3LE SP,4GE; 1,03-7 S.F. GROSS AREA ALL NEA NINDOV45 SHALL BE ANDERSEN; INSTALL AS PER MANU. SPEG.'s. SEE PAGE "6-003" FOR NAILING Q STRAPPING DETAILS. \ O \ 0ENERALt ....�. .\ \\\\... ... .... . ..\\.. .:.;. : , ::. :. R RO AME MAN F\ , \\\,> \ \.... ... ...\a... :....... ....: ... . � SEE DOOR SCHEDULE FO ALL OLA55 DOORS F M 5 U AGTURER 1�OOR ,�CHE�UL� \\�\\\�\\\\��..... .:..... ...\\��:...,. �\\\.. . .�...a�. .� .�.. \\\... \\. \....\: \�\ .,.\ . ... \\... \ .. \.. \\".. mo.a. \\\.... . .. �\ .. \.. \ \.o. :\\ \\ \.. \\ e :. ijsj \. \\. \\. mom DOOR \ \ s \:..:. \. ..... .\ .,: d� NEW PARTIAL HEIGHTF777 ` _ `\\_` \�� .\ .... \\\ 0 EXISTIN O TO BE DEMOLISHED \\\\\">`,,,.. � : �,�\\�`'.• ,..;, EGRESS WOOD FRAME (L.6. STL. TAG DESCRIPTION MANUFACTURER `` ` "� .--t'°` FIB NOTES \�\ >�� Il+ :., . WINDOW DIMENSION CLEAR W O CV :; d RATING # O\>> OPENING WHEN APPLICABLE) �' :° .: . . ;,, TAG TYPE MODEL ��\ �� .;��\:,. . ��o> II TEMPERED WIDTH HEIGHT .. \.,..., ..•;,: \\.,\.• WIDTH REOV: 20 J EXISTING TO REMAIN \ I- 45 MIN. RATED r"<` \\ HEIGHT REQ'D:24" W �---�--�{ `\ NEW WOOD FRAME (L.O. F NEW FOUNDATION WALL \�. SELF-CLOSING S^IID \ . r: l WIDTH HEIGHT OPEN REOV: 5."f S.F. Q W }• f.. \ \, \..\.\. \...... \ .\... \. \. \.. \\ \. a:.: ... s... .\\�\\ .\. .a .. \\\ .\ \ \\ ..\ �. . .. a` :\ \ \ \ T . WHEN L \\\ �\�. .\\\ . \\\�. .�. .�. \. ,5 L ) \ \ \ \. \ \ \ _ \.. \ \ . \. \ \\ A 2 DOU LE HU TW24410 \. \. \ e; .\\. \ \. .\.\• .\ \ 1 s o. e RATED MIN. (2) 2 x4 STRUCTURAL ; ,; \ \,\\. :,' _ � I 1 J NEW I HR FIRE \ \a •�: ;. 2 12" SIDE IOH S B (I) DOUBLE HUNG TW210410 - ;I,,,,<,, .. 2-11 i 5-O _ ® POST FOR 4" WALLS 101 SINGLE SWING TBD 3'-O" 8'-O" ail ,. \�\ O L T \ WOOD FRAME (L.6. 5'TL. \. .: \ <: ,_ f: J F- J II _ _ (MIN. (2) 2 xb STRUCTURAL w WHEN APPLICABLE _ \c:,. BI (I) DOUBLE HUNG TW210410 s . 2 I I 5-O u POST FOR b WALLS), U.O.N. 102 SINGLE SWING TBD 2-b B-O \` ':\ \ LO \: 0 NEW 2 HR FIRE RATED . ` \ c) :. G 3 DOUBLE-HUNG \ _ ,,, a: 2-11 b-4 \\\ TO MATCH TW21062 _,> V d WOOD FRAME (L L �,,: ;:; :.. \ l ) 103 SINGLE SWING TBD 2-4 8-O ►\ \, KITCHEN �. WHEN APPL I GABLE \� :•. \• \�\\. 1 II I \\ ,\\ \, CABINETS D (4) DOUBLE-HUNG TW3462 \o\ b-4 g a•�•,:=..o0.\s�.: .. \\\��., :.p...�.:\ '".4`.: ��\: 3 �✓ S � 11 Z \, . 104 SINGLE SWING TBD u E (2) DOUBLE HUNG TW2446 4 \ \ \ a \ FLOOR PLAN NOTES "L 105 SINGLE 5WIN6 TBD 2 6 8 O F PICTURE P4246 " :, \\. W DOOR NOTE: NEW ATTIC ACCESS - PULL DOWN STAIR: _ _ \\ \ ; „ OO 106 POCKET TBD 3' 01, 51 01, �► . . .. \\\, 6 b DOUBLE-HUNG TW2052 ' "� "; - - I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT ON I. MIN. 350 # CAPACITY ?\� <` ;\ .• ', \ \ .,:, •. ?` d' PLANS BY 'JELD-WEN' (OR EGUAL). 2.SIZE TO FIT MEGH. EQUIP. THROUGH \: . A NEW EXTERIOR DOORS WHEN GALLED OUT ON OPENING MIN. 22"x30" 101 SINGLE SWING TBD 3'-O e'-O `:'+r' ` E �+ `°' " e 2.IN5T INSTALL ( ) _ _ _ :, H (I) DOUBLE HUNG TW21052 , s. 4 \.` 2 II 5 4 J rl PLANS BY 'THERMATRU (OR EQUAL). 3.I HR FIRE RATED \ 3.DOOR TYPE TO SELECT 4.D$L. FRAMING WHEN NEW OPENING 108 SINGLE SWING TBD 3-O b-O _ a .....: u :.: \` f °\. I Z �' Cr 4.PLACE DOORS 4 MIN. FROM PERPENDICULAR WALLS 5. INSTALL AS PER MANU. SPEG.s \ ,. .,;, I (2) DOUBLE-HUNG TW34510 � .�, 5. INSTALL AS PER MANU 5PEC.'s b.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS PROVIDE 2 2 xb HDR. U.O.N. \..., :.\\`::'y u::.;. .`:\\\\\ .' 1 II I J N b O IOa SINGLE SWING TBD 3-O 7-O :_ +►\ \, y *: :,: J (2) DOUBLE-HUNG TW21042 :..... 2-I I 4'-4 L L -003 FOR ALL OTHER FRAMING _. .. \ \\ \: rya. �. W Cfl 1. SEE PAGE 7E 6 .�\ I \,\;:...: \\. � \ is \\`.: \.�.:: •. ELEMENTS AROUND DOORS (TYF. FOR ALL) U.O.N. NEW OAS METER; INSTALL ..a ::: Ln Ix Tq M 4 PANE 2 : °.':. . y .:�\�. 1O 110 SLIDER TBD Ib-O " 1 II 8-O ;\': ►:. `,'.``". .�.:;;;•. .• L' K (5) DOUBLE-HUNG TW21052 '», .. •",\ I`'\;, ' 21 II 51 II O PER UTILITY GO STANDARDS - STAIR 8 RAILING NOTE: PANELS OPEN .. ..; \ II 4 ~O = Ln 2 MAX.-1-5/4" RI I. ALL NEW STAIRS SHALL HAVE � �m� ��," \��m�;•.�\ Q OII II \, 4 PANEL, 2 ,"\ „< '.::; I II 4 MIN. IO" Tr - RISERS SHALL BE CLOSED III SLIDER TBD 10-O 8-O .:.:,.. L (14) DOUBLE-HUNG TW21042 ; s...;: : ,ru FOUNDATION WALL OPENING: s: o ". ;: \\ 2. 42 HIGH GUARDRAIL 4 SPINDLE SPAGIN6 IIF-11:2 a mm PANELS OPEN \ ? - - O - - 2 II 4 8 � 7SF NOT TO ALLOW PASSAGE OF A 4 SPHERE, 3 O x3 O MASONRY OPENING IN FOUNDATION p \ _ 4 PANEL, 2 \ , 36 HIGH HANDRAIL 4 SPINDLE: SPAGIN6 NOT SLIDER TBD 10-O 8 O + .,;;;.:: M (5) AWNING A31 >; 2-I I 2-O ll PANELS OPEN ., SAGE OF A 4 SPHERE .. TO ALLOW PAS FREEZE PROOF HOSE BIB: .,:.:.._ :, �:,; ��\\� .,��•.<: �� LLj � \\ ': .::: 3. GRIPPABLE RAIL AS PER GODS \ \\ . /`, „.:...: '':,. „:=TM\\\\\ 1_ II II 12 FASTENED w MASONRY ANCHORS PRECISE 113 POCKET TBD 3-O 8-O :�\+► ;` N (I) AWNING A417, \\ ? 4 O 2 O 11IF4. RAILING TO $E WOOD. "` \:..\.:.. D LOCATION T.B.D. IN FIELD - CONSULT w/OWNER) - -----"" -DETECTOR NOTES: 11 SLIDER D O'-O" 51-0" �;\ 4 PANEL, 2 SMOKE DETECTOR / GO DE 4 L TB I �►•. \ ..I , O (2) DOUBLE-HUNG TW24410 �? " 2'-5 5'-O " PANELS OPEN .' U O I. CONTRACTOR SHALL PROVIDE GORE COMPLIANT NEW MEGH. AREA: \ a. ',. COMBINATION DETECTOR SMOKE CARBON MONOXIDE G 2 PANEL, I PANEL LL1 I. WALL HUNG NAVIEN NHS-150 BOILER 4 NAVIEN I ..;;,,;,",,.; 5 ER - - :. _::: \ .a : +r O-I (2) TRANSOM TWT242T \\ : : • 2a. \,: U HARD WIRED TO EACH OTHER w/BATTERY BACKUP. 115 LID TBD 5 O 8 O NPE21052 DWH �.. ,. .,. , .,.; :,.., . �. :�•\ .... ,. \:•:�� '`:� . 1 ., �.,>\��.�: OPENS 2.INSTALL ALL AS PER MANU. SPE'C.'s : 2.BASEMENT LEVEL HYDRONIG AIR HANDLER :E \ :\\` ;" ' « a`° I U J 3.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR RWIP06A361-INAA (OR EQUAL) P (1) DOUBLE-HUNG TW34510 b' O \\\., IN COMPLIANCE WITH LOCAL CODE 3. ATTIC LEVEL HYDRONIG AIR HANDLERS RWIP04A2414NAA (OR EQUAL) O WINDOW NOTE: 4.INSTALL AS PER MANU. 5PEG.'s 4 5. F.A.I. THROUGH WALL I. ALL NEW WINDOWS 4 DOORS SHALL BE ANDERSEN _ b.FLUE THROUGH WALL U O O CASEMENT, DOUBLEHUNG, OR 6L.IDIN6 (A5 NOTED); 'T. MAINTAIN 30"x3O" CLEARANCE IN FRONT OF INSTALL AS PER MANU. SPEC.'S. FOR MECHANICAL UNITS A5 PER NY5 MG 306.1 I Q SUBSTITUTIONS, SEE NOTE #q IN "OLA55 WINDOWS 8.MAINTAIN ALL APPLICABLE VENTING N AND DOORS" ON PAGE 0-002 IF CASEMENT CLEARANCES REQUIRED PER NY5 MG 504. WINDOWS - ALL 05MNT WNDWS SHALL HAVE 5TRAIOHT ARM HINGE WHEN TYPICAL MECHANICAL ROOM NOTES: 2.IF DOUBLE HUNG - ALL DEL. HUNG WNDW5 TO BE I. FOR HP. FR. FLOOR - PROVIDE 1/2" GONG. BD. BY Lu TILT WASH II 3. ALL GLAZING WITHIN 15" OF FF TO BE TEMP. GL. DUROGK (OR EQUAL) 4.SEE PACE 6-003 FOR FRAMING ELEMENTS AROUND 2. FOR AD. FR. GLC. AND/OR WALLS - PROVIDE (U LAYER OF 5/5" TYPE "X" GYP. BD. UL U505 (OMIT ON p WINDOWS (TYP. FOR ALL) U.O.N. - PROVIDE (2) 2"xb" GONG. WALLS) ' HDR. U.O.N. in O 4 6 G 4 G 6 4 6 EORE55 NOTE: 3. WHEN NEW, INSTALL FURNACE/BOILER AS PER MANU. IN COMPLIANCE WITH NEW YORK STATE BUILDING SPEC.s AND AS PER NY5 MECH. AND FUEL OAS CODE CODE, SECTION R310.2.1;THE FOLLOWINO MEANS OF 4. COMB. AIR VOLUME AS PER MANU. 5PEG.'s - PROVIDE EGRESS SHALL BE FOLLOWED: FRESH AIR INTAKE FROM EXTERIOR ( H i I 5. MAINTAIN OR PROVIDE FURNACE/BOILER ELECTRICAL - NET CLEAR OPENINO........... 5.1 S.F. EMER6ENGY SHUT OFF 5WITGH i Ibl-o" b. FOR OAS SERVICE,PROVIDE CAS SHUT OFF 5WITGH d - IF NET CLEAR HEIGHT............... 24 MINIMUM 13 I'-5y2' NEW ( `I EXIST. FRAME NET CLEAR WIDTH................. 20" MINIMUM '1. LOCATE MECH. EQUIP. TO ALLOW FOR PROPER LANDING CLEARANCES AS PER CODE m DECK PROVIDE NEW 6A5 FIREPLACE UNIT. HOMEOWNER TO 8. PROVIDE 3" FLOOR DRAIN 4 CONNECT TO SANITARY �BLUESTONE� ry O5 SELECT. CONNECT AS PER MANUFACTURER SPECS; SYSTEM AS PER NY5 FLUM51NO CODE rn PROVIDE ALL NECE55ARY VENTING THROUGH WALLS TO z I ry EXTERIOR;VERIFY CLEARANCES TO ALL OPENIN65. CENTER;DOOR III o� 14 ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405 _ I I II HVAG O T I I NEW LAUNDRY ROOM: in 0 1 ZONE I O I lOy2 O I. NEW WASH/ 6A5 DRY HOOK UP' TYPICAL BATHROOM NOTE: `r 1 -1 I j A I I I I I I I I I I I loll 2.COORDINATE LAUND. ROOM 4 DOOR DIM.s 15 1. WALL BOARD 4 NEW LIVING 5'-4" 3'-q" 3'-q" b'-2y2" = ID'IO" 10'-O" w/SIZE OF EQUIP. I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN 3.PROVIDE HOOK UPS AS REGIS PER MANU. ALL BATHROOMS I ROOM I I I T I I I NEW OUT 1.2. INSTALL CONCRETE BOARD IN ALL 5HOWERS AND TUB SURROUNDS HVAG DRYER EXHAUST NOTE: 2. SHOWER FLOORS ZONE I IT �OPENTO ( I I ( I I I I I 4°x 4R 1. DUCT SHALL TERMINATE TO EXTERIOR 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON I ABOVE 2.DUCT SHALL TERMINATE MIN. 4'•-0" FROM ANY 2.2. CONCRETE MUD-SET(SLOPE 1/5" PER FOOT = = NEW DINING 4 F 4 E OPENINGS TOWARDS DRAIN) UPON �, ROOM Q 3.DUCT SIZE AS PER MANU. 2.3. WATER PROOF MEMBRANE TO COVER SHOWER in m �q' GEILIN6� WOOD BURNING " _ _ 4.DUCT SHALL BE EQUIPPED w/ A BAGKDRAFT DAMPER FLOOR, WRAP DRAIN 4 ATLEA57 Ib" UP WALLS I I FIREPLACE W/ L _ _ J 30 SINK; L _.._ J I I 112 I 114 D 5. TRANSITION DUCTS SHALL NOT 'BE CONGEALED WITHIN OAS 16NITION; 1 24 } CENTER CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO 3. ADD WATER SYSTEM DRAIN IN MEGH. AREA, TO 4 OPEN ON BOTH 51DE5 IT LW J I ON WIN. I CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM DRAIN SYSTEM. h9 Ib I j O Z SHALL BE LIMITED TO SINGLE LEN6TH5, NOT TO ADD DEHUMIDIFIER DRAINS IN BASEMENT, MAIN 15'-10" z 1 w EXCEED b FEET AND SHALL BE LISTED AND LABELED AREA AND LAUNDRY ROOM I =� MODIFIED - I 2 IN ACCORDANCE WITH UL 215&A. u11 HVAG KITCHEN 1 b.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID O V ZONE 1 I METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS NEW WOOD FLOOR: 1 ILI ^q' GEILING� I m �ry RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST Ib 1. EXI5TINO FINISH FLOOR TO BE REMOVED `t O V m 17 �i V D DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL 2.EXIST. J" PLYWOOD 5UEFLOOR BENEATH TO REMAIN; _I w 2 xb DRY BAR �^l INE � SCREWS VERIFY INTEGRITY OF EXI5TIN6 MEETS MINIMUM SOLE _ _ _ ,_ _ _ LINE OF CEILING _ _ _ _ -� 'OWN 3-b O O 4 'T. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER CONSTRUCTION STANDARDS 4 PLYWOOD 15 IN 600D - - - - _: LOCATION TO THE WALL OR ROOF TERMINATION. THE CONDITION;(GLUE 4 SCREW) SCREW PERIMETER OF '` "' " "" ` ' O - - - - = CENTER EIXIST. GREAT MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 SHEATHING 4" O.G. 4 12" O.G. ® INTERIOR. - - - - - - - - - w FEET FOR EACH 45° BEND AND 5 FEET FOR EACH q0° 3.NEW WOOD FLOOR;HO TO SELECT - PROVIDE GLUE ON =ry I V x 10'-0" ISLAND z 0 O OO ROOM BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES ANY FLOORING WIDER THAN 3.5" (TYP.) I ^-q' GEILINO� z I^q GEILINO� �ry QQ NOT INCLUDE THE TRANSITION DUCT. WORK BENCH cY 4.BEDROOM TO BE CARPET READY. WOOD FLOORING AT OFFICE AND HALLWAY. - I Q HVAG D `� iod 6y2" I j HVAG ZONE 2 4 PROJECT: O NEW EXHAUST FAN SHALL BE INSTALLED WHERE 1-� NEW TILE FLOOR: � I - O O W ZONE 2 1 VENTILATION 15 NOT MET BY MANS OF NATURAL I. NEW TILE FINISH (H.O. TO SELECT) UPON O IT v NEW = = �p �0 ,a;. .., 104 T I CIRCULATION THROUGH WINDOWS OR DOORS TO 2.ONE LAYER THINSET (LEVELED PROPERLY) UPON �t O _ _ �t Q J SUNROOM ry ry R E R I S OUTDOOR SPACES AS PER NYS MECH. CODE SECTION I -I I II-o -HEATED- 3. NEW " DUROGK GEMENTBOARD;OR MUD TO LEVEL UPON O 403.3.2.3; INSTALL AS PER MANU. SPECS 3 - NEW j OC -q' GEILING� °ry cV tN 4.EXIST. " PLYWOOD SUBFLOOR BENEATH TO REMAIN IF IN _ I 106 I 1z ADN 7'-II" 5'-3" - SHOWER ENCLOSURE NOTE: GOOD CONDITION;(GLUE 4 SCREW);5GREW PERIMETER - - °q 105 0 = 103 Q ! D ADDITION Ob OF SHEATHING 4 O.G. 4 12 O.G. ® INTERIOR. - Fn I 5M/GO 5 I. ALL 5HOWER5 SHALL BE FULLY ENCLOSED " 6LA55 W/ 5. HYDRONIG RADIANT HEAT THROUGHOUT FIRST FLOOR _ry =ry NEW ++ +1 I _O_ 7'-3" VENT HINGED DOORS. NEW MUD ROOM " t�T � PWDR.42 V. �q' GEILING� REF. ry �11GROJ ''SINE MODIFIED 22 w ^5HIPLAP WALLS HO TRH - COOL ® O 18 FIRE RATING OARAOE WALLS AND CEILING GAR GARAGE ,\ 10'7 "- - NEW = EW VERTICAL 4 1515 CALVES NECK ROAD O I. PROVIDE " TYPE "X" FIRE RATED GYPSUM TO WALK IN O 102 b 5HIPLAP 17 „ 1 O PANTRY SOUTHOLD NY 11971 ALL WALLS AND CEILIN05 AT ATTACHED - I I w GARAGE �` 5'-I" 2'-O" FOYER O - .. .; . ._ ..,; ' �q' CEILING _ DRAWING TITLE: J Ib 4 A � I 4 A ` 4 3'-3y211 31_3 21131-0"ICENT. 3-3y2"--�k-3'-3 211 3-b 1 O 3 O Io'-4y2" NSW 3s o ( 115 zI� 4 PROPOSED FIRST FLOOR PLAN NO ® t7. ' NEW V 101 - COVERED PORCH O O - VERTICAL (I ) T t I UP p SM/GO ry -BLUESTONE^ b" 5HIPLAP I I � _ - b'xlb' 4 BI 4 B 4 G„ 4 G 4 G ~ r OVERHEAD DooR PAGE: _ 5'-b" b' " b'-4" 31-b" 31_bl, 21_411 31_OII � - - - - _ J / i\ Iq'-I" O NEW A-104m00 PORTICO mI -BLUESTONE- to I m m DATE: 04/27/22 8 OF 21 / \ in �gED ARCy Ib'-O" GEN R 20-4/2 Ib'-I" 43'-1V2" �1l ,rQ�y PQ �rA � r _.,�Ct 0 5 10 20 OF��li FROFOSE� FIRST FLOOR PLAN GRAPHIC SCALE 1,842.1 S.F. HAE31TABLE SPACE; 2/5-70 S.F. OR055 AREA SCALE: 1/4" = I'-C" \. \.\. \.0 •\`\ '\.\.. \. Imm ERAL � � �� . \\ \\ \\ \. \.\\ .\.,\\\ .\\\\\>, :. .:;:,,:;\\�..>. EG's GE "G-003" FOR NAILING STRAPPING DETAILS ALL NEN ROWS SHALL BE AND R DOOR 331 NEW PARTIAL HEI6H \\\ } } **5EE DOOR SCHEDULE FOR ALL 6LA55 DOORS FROM SAME MANUFACTURER** U Q .:.. \ .;\ . .. \ \ \ 1w \ \ \ \ . . .. ..\\ " a. \ a. XIS ING TO BE DEMOLISHED \\. . \.. \\, \\..., ... .. \ \,.\ .. \ \ .�. ,�. �.. � \\. >��. \\ \\ \ o\ \ \ ..\ \ \ \ OOD FRAME 6 FIRE \...\ �\. . \\ \\ \o W L. . STL. \ . . . \ .. '\ �'.: i.. \: �:\\ O TAG DESCRIPTION MANUFACTURER \\ `.� �"... •...\ . - �\\ �� W \\ "\ NOTES > \= : .:: ia:: ;, a\ \ `� \�.. RATING ,��.., ,>��i `��\:•. :_•�� O N WHEN APPLICABLE) (� .., ;\: \\ \ a' W :\e \� ... EXISTING TO REMAIN WIDTH HEIGHT o .. EGRESS \� WINDOW CLEAR �...:' • . �� ' '�� .�;. DIMENSION NEW FOUNDATION WALL :...:: _:,: \ \:: „' \ \ \\ \.. OPENING W NEW WOOD FRAME L E \\ \,:; \. o y\ y, TA6 TYPE MODEL # ( \ '\\ \\ TEMPERED Q \ \ \ WIDTH RE \.\ \ \ \\ T WHEN APPLICABLE) HEI6H \ \ \ a\ ? ( W DTH . ..\ ..... .. ..\\\\\\\ ... �,.......,�..�.. �\. \\... \\ `\ .��..\. ,:...\.... .w\ OPEN�.\ .. �•._> \\a.: �..\\.. ;;��\\ REQ D• 5.'7 S.F. I- MIN. 2 2 x4 STRUCTURAL q: ,:o '\.. <' ,:. . ,,.:::\ -- - - ::' NEW I-HR FIRE RATED O ��.,::\,.. :.��\ �:,..':,�`.. . \ ,� �.o'`:::' ;.:.��;'� �\:. I I. 1 �� O 201 POCKET TBD ::\< . CUSTOM HEIGHT A (2) DOUBLE HUNG TW24410 \ 2 :,. , "_... (�„ .�' 2-5 - Z f WOOD FRAME (L.G. STL. ® P05T FOR 4 WALLS 2 O 6 8 ,, \ J MIN. 2 2"xb" STRUCTURAL SLOPED CEILING 5 O _ WHEN APPLICABLE) B (1) DOUBLE-HUNG TW210410 ~ J 202 SINGLE SWING _ _ LD P05T FOR b WALL5), U.O.N. TBD 2 6 7 O • NEW 2-HR FIRE RATED \\ 5 O :: BI (I) DOUBLE-HUNG TW210410 ':i ,; 1 „ O O WOOD FRAME .6. STL. 1 I. \ \ TOM HEIGHT \ (L _ ;o ;. CUSTOM ? #;°.`,'. .\ " 2-I I 5-O O O 205 SINGLE SWING :" WHEN APPLICABLE) \ `' �` \ SLOPED CEILING (L cr M •, G (5) DOUBLE-HUNG TW21062 ANDERSEN00" . „\; IN-SWING WITH 2 2-I I \\ 204 SINGLE 5WIN6 8-oil7-O i► \\: "• \.. „ :. FWH80805A5L \\ \,` \e. SIDELIGHTS JE y ;. # \. .. O D (4) DOUBLE-HUNG TW3462 �. ;... 6' `"': 3'-5 " 61_i1 11 205 SINGLE SWIN6 IF \ FLOOR PLAN NOTES \ : " ' _ \ \< \ \ ,.. (2) DOUBLE HUNG TW2446 \ \ - .." \\`: E .1\" \\\\ :. f\ Ii \\ 1 II 41 n11 DOUBLE BARN 1 11 .' ,.: \`: I \°',`, 2-5 C/ Z W 206 TBD 6-O - * \\ DOOR NOTE: ._ NEW ATTIC ACCESS - PULL DOWN STAIR: DOORS \, \ \\ c\ \ \p \: °\ ..;, F (I) PICTURE P424b \,``4' \. i \,, 1 1 J I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT ON I. MIN. 350 # CAPACITY �'-.... ,..:..`, � � ��•,' . '�' = �"`�� °�\ �\ 4-3 � 4-8 � 00 O _ I O �................... PLANS BY JELD WEN (OR EQUAL,). 2.SIZE TO FIT MECH. EQUIP. THROUGH \\\; ` O 207 RESERVED , ��:,.: 2.INSTALL NEW EXTERIOR DOORS h,HEN GALLED OUT ON OPENING (MIN. 22 x30) \„?'..., .: :, \\. 1y\ `\ t ' „a\,< 1 1 Z O Cfl G (6) DOUBLE-HUNG TW2052 2 -I 5,-4 PLANS BY THERMATRU' (OR EQUAL). 3.I HR FIRE RATED a ..::\' \ " ,:: 2 !" 208 IN \ J 3.DOOR TYPE TO SELECT 4.DBL. FRAMING WHEN NEW OPENING 5 OLE 5WIN6 TBD 2 O 7 O :o_'+►,.r:.\ : :. ;:;: '„_ .:> `' ,;\ H (1) DOUBLE-HUNG TW21052 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR WALLS 5. INSTALL AS PER MANU. SPEG.'s ""°"" I'"'' "` 2'-II 5'-4 ' 5. INSTALL AS PER MANU SPEC.'s 6.CONSULT H.O. FOR PRECISE LOCATION - Z }' � I. .I E7 =20" SINGLE SWING TBD 2'-6" 7,_p11 �. : � >� <'��, :��> .�:... .�� Q r'1 b PROVIDE 2 2 x8 HDR. U.O.N. \ ,: O OF AGGESS :y;; _ \, r, Ir \\.. "�\. ' 1 I, '>' _\ I (2) DOUBLE HUNG TW34510 \ � � " -f. SEE PAGE 6-003 FOR ALL OTHER FRAMING Z ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. NEW GAS METER; INSTALL 210 DOUBLE SWIN6 TBD 4-O 7-Ok ;y : ` •; W O \ \\\. \\\ \ \ \\ Ln e-� t o • ; ` J (2) DOUBLE-HUNG TW21042 ;.3`- ?< :o !», .;: , \\ � STAIR 8 RAILING NOTE: O PER UTILITY CO. STANDARDS \,21\...,. " \'71, iaoki \\�.. \� "; \, 2 II 4 4 1` = Lo 2 I. ALL NEW STAIRS SHALL HAVE MAX. 1-5/4" RI 211 SINGLE SWING TBD - - • > \_>. . \\ \ R ,'„`; \� K (5) DOUBLE-HUNG TW21052 :>';�}� � ��.5 •" �.\ 2-I I 5'-4 r'I J O b MIN. 10 Tr RISERS SHALL BE: CLOSED °' \\, 11 ._....-..._.�.. ._. PAGING FOUNDATION WALL OPENING: -- : a< :, �c -µ 2. 42 HIGH GUARDRAIL B SPINDLE. 5 I I '°�>.` � °"�_ .\` 5'-O"x3'-O" MASONRY OPENING IN FOUNDATION 212 SINGLE SWING TBD I'-6" 7'-O" ►\,:` \`: ' "\° NOT TO ALLOW PA55A6E OF A 4" (P SPHERE; „ I \>' s > L 14 DOUBLE-HUNG 4 56" H16H HANDRAIL E SPINDLE 5PACIN6 NOT ( ) TW210 2 - > 1 1 1 I. c 7 S.F. O ALLOW PASSAGE OF A 4 SPHERE `" `\, T LL FREEZE PROOF HOSE BIB: 15 DOUBLE 5WIN6 TBD 4 O 7-O !► „.; \> :, 3. 6RIPPABLE RAIL A5 PER CODE \•. \ : w \;\ a„, \: \. ... M (5) AWNING A51 „\ I' \ ` 2'-II 21_p �II W I2 FASTENED w/MASONRY ANCHORS (PRECISE fir, \ .::';\F' '\ `:',\' " , 4. RAILING TO BE WOOD. O \\\ \\\ LOCATION T.B.D. IN FIELD - CONSULT w/ OWNER) x " \, 214 POCKET TBD 2-8 -0" . »\ , . \\;. \.;, 7 ,. . ' _ ;. 1 11 - ;;<: N (1) EAWNING - - SMOKE DETECTOR / CO DETECTOR NOTES: \ „. A41 „-C) 4 O 2' O F- \.. \. \ . . 3 I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT `' \\\ '\ NEW H MEG AREA: 13 ` ;\\ ON MONOXIDE COMBINATION DETECTOR 215 SINGLE SWING TBD 2-6 7-O +►.: \•. , ,'>':"'< >,: : °..::.. : :`_'"'``'::: W SMOKE CARBON O I. WALL HUNG NAVIEN NHB-I50 BOILER 8 NAVIEN \\ \\ f "' 1 HARD WIRED TO EACH OTHER w/(BATTERY BACKUP. O (2) DOUBLE HUNG TW24410 \\ 2 5 5 0 NPE21052 DWH 2.INSTALL ALL A5 PER MANU. SPEC.s ~"'" 2.BASEMENT LEVEL HYDRONIG AIR HANDLER jE_ ` `' 3. SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR 216 SINGLE SWING - _ .:,: ,a : �� :��\ J "\.Illar, ::\ O-I (2) TRANSOM TWT2427 \.:' :,\ ;:.. _ RWIPO6A361'fNAA (OR EQUAL) = 2 52-a U_ VIN COMPLIANCE WITH LOCAL GOD._ 3. ATTIC LEVEL HYDRONIC AIR HANDLERS l : ' ..<.:: \\\\\\ ` RWIP04A2414NAA OR EQUAL SINGLE SWING TBD 2 6 7 O �►. ?+ \,\,,, \'` \. ( ) \" <. P (I) DOUBLE-HUNG TW34310 t. \,\\ \:' 3-5 4'-0 Q 4.INSTALL AS PER MANU. SPEC's WINDOW NOTE: ,...a>\ 4 .: m 5. F.A.I. THROUGH WALL � 1, � �� >' �, �`':.,��..._::: \��,�:: O c, I. ALL NEW WINDOWS 8 DOORS SHALL BE ANDERSEN 6.FLUE THROUGH WALL 218 SINGLE SWING TBD 2-b 7-O .`, " \.>, \\ CASEMENT, DOUBLEHUN6, OR 6LIDIN6 (AS NOTED); t '1. MAINTAIN 30 x30 CLEARANCE IN FRONT OF INSTALL AS PER MANU. 5PEG.'S. FOR MECHANICAL UNITS AS PER NYS MG 306.1 SUBSTITUTIONS, SEE NOTE *1 IN "6LA55 WINDOWS S.MAINTAIN ALL APPLICABLE VENTING AND DOORS" ON PAGE 6-002 IF CASEMENT CLEARANCES REQUIRED PER NY5 MG 504. WINDOWS - ALL CSMNT WNDWS SHALL HAVE V Ib'-Sy2" Ib'--i" Y2 STRAIGHT ARM HINGE WHEN TYPICAL MECHANICAL ROOM NOTES: v 43 `, 2.IF DOUBLE HUNG - ALL DBL. HUNG WNDWS TO BE I. FOR NO. FR. FLOOR - PROVIDE I/2" GONG. BD. BY _p d _ TILT WASH "DUROGK" (OR EQUAL) 3.ALL 6LAZIN6 WITHIN IS" OF FF TO BE TEMP. 6L. 2. FOR WD. FR. GL6. AND/OR WALLS - PROVIDE (1) - m 4.SEE PAGE G-003 FOR FRAMING 'ELEMENTS AROUND LAYER OF 5/S" TYPE "X" GYP. BD. UL U305 (OMIT ON d d WINDOWS (TYP. FOR ALL) U.O.N. - PROVIDE (2) 2"x8" GONG. WALLS) HDR. U.O.N. d EGRESS NOTE: 3. WHEN NEW, INSTALL FURNACE/BOILER AS PER MANU. IN COMPLIANCE WITH NEW PORK STATE BUILDING 5PEG.'s AND AS PER NY5 MECH. AND FUEL GAS CODE GORE, SECTION R310.2.1;THE FOLLOWING MEANS OF 4. COMB. AIR VOLUME AS PER MANU. 5PEC.s - PROVIDE EGRESS SHALL R FOLLOWED: FRESH AIR INTAKE FROM EXTERIOR I '-Sy2" 5. MAINTAIN OR PROVIDE FURNACE/BOILER ELECTRICAL EMEROENGY SHUT OFF SWITCH = CENTER ON NET CLEAR OPENIN&........... 5.7 S.F. i RIDOE II b. FOR 6A5 SERVICE, PROVIDE GAS SHUT OFF SWITCH NET CLEAR HEIGHT............... 24 MINIMUM 1. LOCATE MECH. EQUIP. TO ALLOW FOR PROPER 4'-ly2" S'-O" 4'-IV:2 NET CLEAR WIDTH................. 20 MININNM CLEARANCES AS PER CODE JULIET BALCONY RAILING PROVIDE NEW GAS FIREPLACE UNIT. HOMEOWNER TO a. PROVIDE 3" FLOOR DRAIN 6 CONNECT TO SANITARY O- O 4 4 O O- O SELECT. CONNECT AS PER MANUFACTURER SPECS; SYSTEM AS PER NY5 PLUMBING CODE PROVIDE ALL NECESSARY VENTING THROUGH WALLS TO zq EXTERIOR;VERIFY CLEARANCES TO ALL OPENIN65. 14 ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405 N NEW LAUNDRY ROOM: I 2 4 O I. NEW WASH /6A5 DRY HOOK UP 2.COORDINATE LAUND. ROOM d DOOR DIM.'s TYPICAL BATHROOM NOTE: I M w/ SIZE OF EQUIP. 15 I. WALL BOARD I I ea• I.I. INSTALL MOISTURE RESISTANT 6YPSUM BOARD IN 3.PROVIDE HOOK UPS AS REQ'S PER MANU. ALL BATHROOMS `} I 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND I ( TUB SURROUNDS C DRYER EXHAUST NOTE: 2. SHOWER FLOORS 0 j OPEN Tc% 10'-Sy2" II'-2y2" II'-2y2" 10'-Sy2" I. DUCT SHALL TERMINATE TO EXTERIOR 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON Q= BELOVr ) 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY 2.2. CONCRETE MUD-5ET (SLOPE I/S" PER FOOT z li N ! ( L 4 4 L L 4 4 L L 4 4 L OPENIN65 TOWARDS DRAIN) UPON O m 3.DUCT 51ZE AS PER MANU. I 4 2.5. WATER PROOF MEMBRANE TO COVER SHOWER NEW MASTERj 4.DUCT SHALL BE EQUIPPED w/A BACKDRAFT DAMPER FLOOR, WRAP DRAIN B ATLEAST IS" UP WALLS z BEDROOM i 5. TRANSITION DUCTS SHALL NOT BE. CONGEALED WITHINLu CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO v CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM 3. ADD WATER SYSTEM DRAIN IN MECH. AREA, TO i SHALL BE LIMITED TO SINGLE LENGTHS, NOT TO DRAIN SYSTEM. ADD DEHUMIDIFIER DRAINS IN BASEMENT, MAIN = -1 z EXCEED 8 FEET AND SHALL BE LISTED AND LABELED N ' I - I6 I6 Z IN ACCORDANCE WITH UL 2155A. AREA AND LAUNDRY ROOM �ti rn M HVAG I NEW ib I w 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RI61D r 4 ZONE 31 "gyp i METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS NEW WOOD FLOOR: ib 1 m O RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST I6 I. EXI5TIN5 FINISH FLOOR TO BE REMOVED 8'-Oy2" 8'-Oy2" NEW p °'. NEW U DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL 2.EXIST. " PLYWOOD SUBFLOOR BENEATH TO REMAIN; - - - BEDROOM 2 BEDROOM 3 j L.._. _.._ ._ . w SCREWS VERIFY INTEGRITY OF EXI5TIN6 MEETS MINIMUM I M 4 M 4 4 M N '1. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER CONSTRUCTION STANDARDS 4 PLYWOOD 15 IN GOOD _ _ LOCATION TO THE WALL OR ROOF TERMINATION. THE CONDITION;(GLUE ff SCREW) SCREW PERIMETER OF - 1 L _ _ "' HVAG HVAG MAX. LENGTH OF THE DUCT SHALL. BE REDUCED 2.5 5HEATHIN6 4" O.G. 8 12" D.G. ® INTERIOR. I ZONE 5 ZONE 6 FEET FOR EACH 45' BEND AND 5 FEET FOR EACH q0` 3.NEW WOOD FLOOR;HO TO SELECT - PROVIDE GLUE ON 1 3 205 I w BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES ANY FLOORING WIDER THAN 3.5" (TYP) NOT INCLUDE THE TRANSITION DUCT. 4.BEDROOM TO BE CARPET READY. WOOD FLOORING AT 203 I 5M/CO 205 SM/GO HALNEPq LWAY „/ 1 210 1 213 NEW �i 0 OFFICE AND HALLWAY. I 5Ml/`JGO SM/vG0 BEDROOM 4 L `fl NEW EXHAUST FAN SHALL BE INSTALLED WHERE 17 NEW TILE FLOOR: - I 206 1 206 N 4 PROJECT: O VENTILATION IS NOT MET BY MEANS OF NATURAL I. NEW TILE FINISH (H.O. TO SELECT) UPON a`-3-6"ter j I 1 o w /I _. _.._.. :y HVAG CIRCULATION THROUGH WINDOWS OR.DOORS TO � u�+•�^�^^ V 2.ONE LAYER THIN5ET (LEVELED PROPERLY) UPON "' ` " --6'-O" CI•ENTER U n - ZONE "i OUTDOOR SPACES AS PER NY5 MECH. GORE SECTION � --W-��-•- �---�-�-�^-' " �W I 1 I I _ `cV 5.NEW 4" DUROGK GEMENTBOARD;OR MUD TO LEVEL UPON 8'-5" 4'-5" NEW I6=1" DN d d 20q NEW O '. 211 NEW NEW 405.5.2.5; INSTALL AS PER MANU. 5F'E05 - O 4.EXIST. J" PLYWOOD 5U5FLOOR BENEATH TO REMAIN IF IN I - - - - BUILT 1 =ll - �. GL. GL. GL. ' ' R E R I S GOOD CONDITION;(GLUE d SCREW);SCREW PERIMETER " .,. SHOWER ENCLOSURE NOTE: 4'-S a OF 5HEA7HIN6 4" O.G. 8 12" O.G. ® INTERIOR. _� I NEW HVAG +� * ADDITION ... O I. ALL SHOWERS SHALL BE FULLY ENCLOSED GLASS W/ 5. HYDRONIC RADIANT HEAT THROUGHOUT FIRST FLOOR WALK-IN d ZONE 4 I6 ® ® �- J 212 4 HINGED DOORS. I GL. 11 Ulu I I 3 U _ N 2 `J `NEW 3 1 216 3 L �� 11Q Q 1 I Z Z wn OFFCG= z W HALLWAY Ib d d ip 1 m SM/GO SM/GO 215 Ia FIRE RATING GARAGE WALLS AND CEILING _ I , W �,� SILL 2'-8"ABOVE I 1515 CALVES NECK ROAD 1. PROVIDE J" TYPE "X" FIRE RATED GYPSUM TO z =;' FL60R FINISH r.,..., ALL WALLS AND CEILINGS AT ATTACHED SOUTHOLD NY 11971 GARAGE 214 Oi BUILT- ® 215 217 N K) 4 K o - \ 2' LIN. O 2' LIN. - DRAWING TITLE: � x 4' V. a 4' V. NEW 5 $' NEW NEw GL. PROPOSED SECOND FLOOR PLAN I BATHROOM 3 202 j Z BATHROOM 2 O m I ( 201 j I5 i'1 15 1'7 N OWER 15 IT Lu L 4 4 L L 4 4 L L 4 4 L =n 4'-10"x5 S 0 PAGE: SHOWER NE MASTER0 zl o Io'-Sy2" n'-�2" 11'4/2' 1o'-Sy211 I r � BATHROOM I � NA-105m00 r � \ O O I to • mm I .I 3 O 12'-4y2" 3'-0" STONE TOP DATE: 04/27/22 9 OF 21 OS2,Ix�11 :t TUB 3� G L, 4 K 10'-I" �l�EMC,7/�1u S'-o" 161-111 b0'-I" � r� d 0 5 10 20 N� FROPOSED SEOCND FLOOD' PLAN GRAPHIC SCALE 1_1/4 -1 0 1,844.0 S.F. HAE3ITAE3LE SPACE; 2,066.cl S.F. CROSS AREA SCALE: 1/4" = I'-a" (5E I ERAL 5""r��50L <E)o" a. O Q U _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT 0 O WOOD FRAME (L.O. STL. IW LJ Z N EXISTING TO REMAIN WHEN APPLICABLE) Tq NEW WOOD FRAME (L.O. NEW FOUNDATION WALL Q W 5TL. WHEN APPLICABLE) W � m Z NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL WOOD FRAME (L.5. 5TL. I ' O Z POST FOR 4" WALLS V WHEN APPLICABLE) (MIN. (2) 2 xb 5TRUGTURAL J 1— J POST FOR 6" WALLS), U.O.N. ~ � � NEW 2-HR FIRE RATED WOOD FRAME (L.O. 5TL. Lo w O O O WHEN APPL I GABLE) Z O _ 0 I— cr Q : w J _! 00 Z 0*) CO J � O Q Z 'H u' WCfl Lo M IH r- _ Lo im 4"x3" ALUM. DOWNSPOUT b"x3" ALUM. (TYP) GUTTER(TYPJ GUTTER HIGH W POINT (TYP) H U w Q = J - - — — — — — — — — — — — — — — — — - 12:12 PITCH 4"x3" ALUM. I 4"x3" ALUM. DOWNSPOUT DOWNSPOUT e (TYP) P (TYP) m m 12:12�PITCH I U U GUTTER H15H 4"x3" ALUM. 4"x3" ALUM. 4'x3 ALUM. UPPER 6:12 PITCH I POINT (TYP)DOWNSPOUTJ a ( b"x3" ALUM. 6UTTER® DOWNSPOUT DOWNSPOUT (TYP) I DORMER N &UTTER H16H GUTTER (TYP) DORMER (TYP) (TYP, POINT(TYP.) ❑ Wx3" ALUM. UPPER � — &UTTER.(TYP) — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I BUTTER CA DORMER CUTTER HIGH j POINT (TYP) I I 12:1PITCH I 4"x3" ALUM. GUTTER HIGH DORMER DOWNSPOUT ( UPPER POINT (TYP) � I (TY U V P.) GUTTER 6:12 PITCH I Qr U D! ILA Q !Z - - - - - -1- - - - - - - - � (V (V O cV I I i I UPPER F GUTTER HIGH IL II- 13 PO I NT (TYP) N II I I I 13 BUTTER HIGH ( Z POINT (TYP) I ( w 12:12 PITCH � * I ID � I 0 _. I U 0 N N 2 )T7 a 6"x3" ALUM. I 4"x3" ALUM. � 0 GUTTER (TYP.) I (_OPNSPOUT UPPER w R F- GUTTER HIGH PROJECT: POINT(TYPJ 12:12 PITCH I GUTTER HIGH R E R I S POINT (TYP) E ADDITION 6UTTER HIGH LOWER POINT (TYP) 6"x3" ALUM.5:12 PITCH �\\7\." PITCH CUTTER H16H UPPER 4"x3" ALUM. "x3" ALUM. 6 x3 ALUM. LOWER U POINT (TYPJ GUTTER (TYPJ GUTTER® DOWNSPOUT DOWN5POUT6"x3" ALUM. GUTTER (TYP) PO1Nt GUTTER HIGH aDORMER (NP) (NPJ 1515 CALVES NECK ROAD BUTTER (TYP) ry m POINT (TYPJ f J L m m SOUT m Q HOLD NY 11971 e DRAWING TITLE: 12:12 PITCH I 4 x3 ALUM. 4"x3" ALUM. � ! 4"x3" ALUM. DOWNSPOUTJ PROPOSED ROOF PLAN DOWN5POUT I DOWNSPOUT (TYP) (TYP.) I I (TYP) L — — — — — — — — — — — PAGE: i m 106m00 Q 1-17 a. 0 5 10 20 DATE: 04/27/22 10 OF 21 FROPOSED ROOF FLA GRAPHICSCALE 1/4"=1'-0" SCALE: 1/4" T'J 03�7 F OF NEB (L ELEVATIONS NOTES Q V H O W Z O I HATCHED AREAS INDICATE NEW WORK (TYP.) W D CV O NEW ROOFING: Q W O2 I. SEE NOTE ® SECTION W 2. ROOFINO TO MATCH EXIST. COLOR d STYLE BY 'OAF' Z (OR EQUAL) (MIN 50 YR. WARRANTY) PROPOSED RIDGE HEIGHT 2 PROVIDE CONGEALED FLASHING AT ALL ROOF - ------------' -------------- INTERFACES. ELEV. +43.-1' — OPROVIDE CONGEALED FLASHING AT ALL ROOF Lo INTERFACES. NEW CRICKET (TYPJ: 6 — -- — -- — — — -- _— — — —— — — - LA 4 2"x4" FRAMING ® 16" O.G.;PROVIDE ICE SHIELD — LAPPED IS" IN ALL DIRECTIONS E FULLY FLASH. Z d' m NEW OAS FIREPLACE DIREGl' VENT: = _ O MAINTAIN 1'-0" 6 4'-0" VERTICAL. SEPARATIONS ABOVE — 3: O BELOW FENE5TRATION5, RE5PEGTIVELY (NY5 MG 504.5.4). z INSTALL A5 PER MANU. SPEC.'S. � � J O 5IDINO NOTES: 6 I. SEE 5EGTION FOR EXTERIOR WALL BUILD UP 12 � K K K K K L L L L L L Jlit 0 2. PROVIDE CEDAR 5HAKE° 51MINO 5" EXPOSURE 6 12 O O AZEK PANELS: o O Q z I. AZEK PANELS ABOVE RAIN SCREEN MEMBRANE ! _ rq Lj cb ONEW 5/4" 'AZEK' (OR EQ) WI1`IDOW/DOOR/TRIM: r — — — _— — lfl O PROVIDE AT ALL NEW of EXIST. WINDOWS/DOORS (TYP) O PROPOSED SECOND FLOOR FINISH ELEV. +28.11' --------- F. -------- e - -_ 3 F. . I 6 W 4 - N A A aI U El CI U H .................................. B EXIST. FIRST FLOOR FINISH - \ �� ,.. EXIST. OARAOE SLAB ELEV. +17.8' ------ - -T� I u,W, ILI z AVERAGE GRADE a HOUSE SOUTHNEST (FRONT) SCALE: 1/4" EXIST. BASEMENT FLOOR ELEV. +11.2' ------ ALL NEW WINDOW5 SHALL BE ANDERSEN; INSTALL AS PER MANU. 5PEG.'s. SEE PAGE "0-005" FOR NAILING 4 STRAPPING DETAILS. **5EE DOOR SCHEDULE FOR ALL OLA55 DOORS FROM SAME MANUFACTURER** --- pm :. ;\ \ . \ ' [.\� .�\ ��::. _- PROPOSED R _—_—_—_—_— ELEV 3-I IDOE HEIGHT , +4 8 Z :RC7tIf'C7 (N \, WINDOW DIMENSION CLEAR OPENING \\ TAG TYPE MODEL .......... \W 0 TEMPEREDW : "s HEIGHT REQ'D:24" 12 \ U s `<Y TH. �~T" WIDTH HEIGHT OPEN REQ'D: 5.7 S.F. 5 A (2) DOUBLE HLINO TW24410 \\\;;.. + ;`.. :3;\.:. ua.\,::v 2'-5 „ 5_O i- 2 --]F- I B (I) DOUBLE-HL1NO TW2104I0 3-<7 „ \ C7 \\': 2-I 1 5-O Lu BI (I) DOUBLE-HUNG TA210410 3- \. ,,.. 2-I I ill 5,-0 V C (3) DOUBLE-HUNG TW21062 „ `= .• ' " " \:' 2'-I I V-4 v... D (4) FDOUBLE-HUNG TW3462 3'= :. \\� 3,_5 s� 6,_4 �, V L L '.:::.:. _ .i\A\. ... 6 E (2) DOUBLE-HUNG TW2446 nN," 4-8 ;.`, RERISI " \o\ ;µ,_ - 8 ADDITION F (I) PICTURE P4246 4. \ ' l G (6) DOUBLE-HUNG TW2052 \ \2� 2 " \ ° ""\ \' � 2'-I " 5'-4 "———T— - \\ H I DOUBLE-HUNG TW21052 ' ` ' '� \ " " - - \, 2-11 5-4 NECK ROAD () 1515 CALVES :. \ PROPOSED SECOND FLOOR FINISH 3�® i 4-0' rilN. SOUTHOLD NY 11971 \\. \ I (2) DOUBLE-HUNG TW34510 °\ ' \\ i" i" ELEV 28 Q ----- -- 5 & '-0 3-5 6-O -- - \ \\;. + `::. _ \\ . J (2) DOUBLE-RUNS TW21042 \ �� DRAWING TITLE: '-O" MIN. \ 2-11 4-4 � : ..::.. \� O� ' K 5 DOUBLE-HUNG TW21052 " . 3`\ \\ ` " \ ::. PROPOSED EXTERIOR ELEVATIONS L (14) DOUBLE-HUNG TW21042 i" J"2-I I 4-8 -I S.F. D D D D 8 M (5) AWNINO� 2'-II 2,_O N (I) AWNINO� A41 ;' ,`-G3"\ ' j 4'_0" 2'_O :. \. ,' „ IF \\ �:: mr PAGE: O (2) DOUBLE-HUNG TW24410 ` 2'- 5 2-5 5-011 v \F O-I (2) TRANSOP�1 TWT2427 \\ \\ \\\ \�\ EXIST. FIRST FLOOR FINISH ; ..., ELEV. +18.9' -LEE 1E. -201. 00 P (I) DOUBLE-HUNG TW34310 '- "�\ . 4`-<7 3'-5 i" 4'-0 J" EXIST. GARAGE SLAB ----_— \ ELEV. +11.8' ---- DATE: 04/27/22 11 OF 21 EA�E GRADE ® HOUSE LEV. _—_— ��RED ARC'yi EXIST. BASEMENT FLOOR ELEV. +11.2' IBM I ------ �. aK SOUTHEAST (RIOHT SIDE) 4 Nam- I., 037 SCALE: 1/4" = P-O" ELEVATIONS NOTES ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL A5 PER MANU. 5PEC.'s. SEE PAGE "67-003" FOR NAILING 4 5TRAPPING DETAILS. V **5EE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER** F_ .: CIE WORK TYP. \ \ \: AREAS INDICATE 1 W \ \. \..:... \. ., o HATCHED ( ) \ \.t . .. NIA � .� ::\. \ \\•. :�\ r ONEW ROOFI I. SEE NOTE ® SECTION ( ' ESRE55 J W � 2. ROOFINO TO MATCH EXIST. COLOR d STYLE BY 'GAF' 'EN�1c5 �\�,,. WINDOW DIMENSION CLEAR Q (OR EQUAL) (MIN 50 YR. WARRANTY) TAG TYPE MODEL # "\ '`\ OPENING TEMPERED W PROVIDE CONGEALED FLASHING AT ALL ROOF \�\ .:..<: : :.. .. :.....;.. WIDTH REQ'D: 20° ' INTERFACES. WI> \3� WIDTH HEIGHTQ Z 2 a\ HE16HT REG2'D:24" ~ . .: `. ` _. ,_`, PROPOSED RIDGE HEIGHT PROVIDE CONGEALED FLA5HIN& AT ALL ROOF - - - - _ - _ OPEN REG2'D. 5"f S.F. Z ELEV. +43.-f ---------- --- -------------- — A (2) DOUBLE HUNG TW24410 � ,:- 2-5 51 O J F— J — _ — __ — _ INTERFACES. — Lo __ B (U DOUBLE HUNG TW210410C) NEW CRICKET (TYPJ: — n u 4 O 2 x4 FRAMINS ® I6 O.G.;PROVIDE ICE SHIELD O \,\ a O_ BI 0) DOUBLE-HUNG TW210410 : \ L?` "':'_ 2'-II " 51_O 11 LAPPED I8„ IN ALL DIRECTIONS k FULLY FLASH. — - NEW GAS FIREPLACE DIRECT VENT: _ _ \ r s r : 1 u 1 " G 3 DOUBLE HUNG TW21062 - - ( ) � 2 I— � �� I 6 4 — _._ —_ g MAINTAIN I'-O k 4-O VERTICAL SEPARATIONS ABOVE b !f yo BELOW FENESTRATIONS RESPECTIVELY (NYS MG 804.3.4). — \ _ N, .� I II I it _....____.. _..__ D (4) DOUBLE HUNG TW3462 �,;,: �r� �. 3-5 6- INSTALL AS PER MANU. SPECS. — _ - _ — _ — -- -- - - - a.: Z — r. 00 — —�.�«�.vo,. SIDING NOTES: 3 __ — -_._.. ._ -- ---- —_—�_�. .._� 'T— b E (2) DOUBLE HUNG TW2446 ��• O I. SEE SECTION FOR EXTERIOR WALL BUILD UP — — - ---__-- - W ram:•: 2. PROVIDE CEDAR SHAKE SIDING 5 EXPOSURE / \ F (1) PICTURE P4246 ?A'.- ' ` '.» \ 4'-3 " 4'-8 > C) — — _ (6) IF DOUBLE-HUNG TW2052 kiv y -I - e-I O -� AZEK PANELS: — `S \ O I. AZEK PANELS ABOVE RAIN SCREEN MEMBRANE _`= 2' 5' 4 " \:,• a H (1) DOUBLE-HUNG TW21052 " ' K' OR EQ. WI'VDOW/DOOR/TRIM: \\ NEW 5/4 AZE ( ) ` "` L.L 1 OI 2 DOUBLE-HUNG TW34510 \\ \ W PROVIDE AT ALL NEW d EXIST. WINDOW5/DOOR5 (TYP) 1^ '1 I i v\\. .\ :• `':\moo...\... = 1L1O r- 8 J (2) �F DOUBLE-HUNG TW2I042 \ T` O\`4 2'-II i" 41-4 ill � ...... N — .. \.. . .. � ei _j O AN PROPOSED SECOND FLOOR FINISH K (5) DOUBLE-HUNG TW21052 ,'= '-t \\ ''°'` "" 2'-II " 51_4 i" -------- ---- 4<< r IF E ELEV. +29 .q' \, : .\.: —][ L (14) DOUBLE-HUNG TW21042 "': " i" `" " 2-I I 4 S W i--� M (5) IF AWNING A31gg -o ..: •.i \; W, (U AWNING A41 . IE�ti , ., : 4 O :2'-0 � W I IL 11 ::J \ H �■ 0 (2) DOUBLE-HUNG TW24410 0-I 2) TRANSOM TWT242'i \\:\ \\ - _ 17 _j \� .wG{'i ps :'• :. <rIG .ter Il �\ 21 5 11 2'-01 0 _I Q ' O LLU F-1- I DOUBLE-HUNG TW34310 „ 4 =• ' 3-5 i" EXIST. FIRST FLOOR FINISH ELEV. +I5.0I' IN, o 0 0 0 o a j o 0 0 o I EXIST. GARAGE SLAB 0 0 0 ELEV. +17.5' ------ I AVERAGE GRADE ® HOUSE ELE V. +1 NORTHNEST (LEFT S 1 DE) 5.1' ------ 5GALE: 1/4" = II-011 0EXIST. BASEMENT FLOOR ELEV. +11.2' ------ 2 0 z �PROPOSED RIDGE HEIGHT — — - O _ . - -_ ------ - - - _ - PROJECT: RERISI S ' I ADDITION --- j 1-- 1 -- -- - --, _ 1515 CALVES NECK ROAD SOUTHOLD NY 11971 NPROPOS_ED SECOND FLOOR FINISH — — / ELEV. +2S.Q' --------- ----------- - —_ - J— F.F. DRAWING TITLE: PROPOSED EXTERIOR ELEVATIONS 8 O O 5 5 5 5 6 6 8 I� I_ ° PAGE: �LEV. +IS FIRST,F FLOOR FINISH N% A202m0o -- -------------- NEXIST. GARAGE SLAB /ELEV. +17.5' ------ DATE: 04/27/22 12 OF 21 I AVERAGE GRACE 0 HOUSE4) r ELEV. +15.I' ------ FLED AR cyf�c� �0 NEXI5T. BASEMENT FLOOR �O /ELEV. +11.2' ------ • N'y�, NORTHEAST (REAR) a F �3 37 4 5GALE: 1/4" = P-011 O BUILDING SECTION NOTES Q V H O f f ONEW ROOFING NOTE (TYPJ: W 7 O I. INSTALL NEW ROOFING AS NOTED ON ELEVATIONS W N 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO J W T-I PROPOSED RIDGE HEIGHT I OVER ROM INSIDE FACE OF STUD WALL AND AT VALLEYS Q 5.INSTALL 15 # BUILDING FELT(U.O.N) OVER W ELEV. +45.7' RIDGE AS PER PLANS 4.1/2" GDX PLYWOOD SHEATHING (BLOCK ALL SEAMS) F_ Z RIDGE AS PER PLANS 5. GAP SHINGLE OVER RIDGE 3 HIPS (AS REO'D) Q V) Z 6.PROVIDE RIDGE VENT(A5 REQ'D) J = }, -i. FLASH ALL VALLEYS J 5.INSTALL DRIP EDGE AS REQ'D Lo R ER q.INSTALL ALL AS MANU. 5Pi O 2 -CATHEDRAL CEILING- O O O _DORMER_ O TMNEW ROOiPICAL �NGFAS NOTEDG CONSTRUCTION: > � m Lj • 1/2" GDX PLYWD 5HEATHIN0 (BLOCKING ® ALL PLYWD Z SEAMS) Q TRAY CEILING- TRAY CEILING- • R.R.,G.J., E G.T. AS NOTED ON PLANS (® SPANS OVER 8' _ Q --- INSTALL "X" BRIDGING ® CENTER OF SPAN,U.O.N) Z / / • MIN. OF R-4q SPRAY FOAM INSULATION (GATT INSULATION Q W MAY BE USED WHERE ATTIC SPACE PERMITS) J SECOND FLOOR - TYPICAL EXTERIOR WALL CONSTRUCTION (TYP)• 00 3O • UPON TYVEK DRAIN VENT(OR EQUAL) > d' 0 Q • UPON 1/2" GDX Iiii SHEATHING (BLOCKING ® Z a) ALL PLYWD SEAMS) -1 NEW MASTER NEW WALK-IN NEW MASTER z 2"xb" STUDS ® I6" O.G. w/DBL. TOP PLATE � C r BATHROOM CL BEDROOM 3 PROVIDE 2" SPRAY FOAM INSULATION (R=14) w/R-II Q Z CONNECTION 'GI' AS FIBERGLASS BATT INSULATION (R=25 TOTAL) PER PAGE 6-003 , 4 5/5" GYPSUM BD. WALL FINISH eJ NEW STUD TO Lu `t LL W (b E O4 I. INSTALL NEW CEDAR SHAKE (5 EXPOSURE), L _ Tq N z 51DINO NOTE TYP. FLOOR ASSEMBLY y PROPOSED SECOND FLOOR FINISH OR AZEK PANEL O Q •• ---- 3.INSTALL ALL AS PER MANU. 5 EC.'s T4 'J O -------------- ELEV. +28.a' ` ------ - — s -- F.J. AS PER PLANS NEW HEADERS 4.PROVIDE ALL NECESSARY TRIM FOR NEW GARAGE WNDOW5 4LDOORS PROPER INSTALLATION S. SIDING SHALL EXTEND TO TOP OF PER STRUCTURAL FOUNDATION WALL W PLANS O TYPICAL SHL FLOOR FLOORINGCONSTRUCTION: TON ELE TTION: 1.2. 5/4" T40 GDX PLYWD. 5UBFLOOR GLUED b SCREWED ❑ ❑ - 5. F.J. AS NOTED ON PLANS - AT SPANS OVER 8' V IN5TALL 'X' BRACE ® MIDSPAN W ' ❑ 4. PROVIDE INSULATION BETWEEN FIRST FLOOR d H •_ FOUNDATION AS FOLLOWS: V - R-50 BATT INSULATION () J 0 5. SPRAY FOAM RIM JOIST Q ' FIRSTOR FLOOR FINISH FIRST FLO ELEV .11 w\ NEW DINING ROOM a F.J. AS PER PLAN P.T. D.J. P.T. B M. EXIST. GARAGE SLAB PER PLAN ELEV. +I7.8' ---------- - = = = ter= = = = = _ _ _ _ _ _ _ _ m _ _� 5 PROPOSED RIDGE HEIGHT--- ----------------- ---------_----- M ELEV. +45.5, ----- AVERAGE GRADE ® DWELLING m m 12 ELEV. +15.1' ---------- — - - - - - - - - - - - - - - - - - - - - - - - - - •f' � 5 PN NF v ATTIC .. EXIST. BASEMENT FLOOR --------- G.J. AS PER PLANS SEOT I ON I -I A-✓1 O 1 DEVON ACCOMMODATES THE P055151LITY NEW HEADERS ABOVE ALL M WINDOWS d M FOR PORTIONS OF THE EXIST. ROOF, WALLS, DOORS PER b F.J. TO BE RAISED VIA A LEDGER LIFT. SCALE: 1/4" = 1'-O" N MEANS +€ METHODS OF THIS CONSTRUCTION M STRUCTURAL PLANS PRACTICE ARE NOT PART OF THESE PLANS. 2"xb" SILL PLATE EGOND FLOOR ® WINDOWS. PROPOSED q' CEILING ® NEV4 NEW ° NEW FIRST FLOOR. LIFT NEW BEDROOM 5 EXISTING PORTION OFGL. 4ALLNAY BATHROOM DWELLING 2 3 M M 4 M PROPOSED SECOND FLOOR FINISil ---------------�ELE F.J. PER PLAN V. +28.a' ------ ---- EXIST._ CEILING HEIGHT �I GONNEGTION 'A' AS — — — — — — —PER PAGE 6-005 NEW RIDGE Z FIRST FLOOR-] _ PROPOSED RIDGE HEIGHT EXISTING EXISTING GREAT ROOM _ ELEV. ED -----•-- ----- --------------------- I DECK is U r NE`A IST. FIRST FLOOR FINISH EX G.J. AS PER PLANS - ELEV. +IB.a --...... 121fl.— - I- NEW HEADERS ABOVE 2 -------- ALL WINDOWS d EXIST. GARAGE SLAB F.J. PER PLAN 0 DOORS PER —y i STRUCTURAL PLANS ELEV. +17.8' 5 PROJECT: 2"x6" SILL PLATE NEVNEW AVERAGE GRADE ® DWELLING ® WINDOWS. ------------ --- BASEMENT = R E R I S OFFICE HALLWAY ® ELEV. +15.1' -UNHEATED- � ADDITION -UNF I N 15HED^ 12 R•R. 1214 P�pN '4S pFR� EXIST. BASEMENT FLOOR PROPOSED SECOND FLOOR F11415H _-_-_- 5 p�� AN ELEV. +11.2' --- 1515 CALVES NECK ROAD ELEV. +2&A' — — —" 12- F.J. AS PER PLAN FIRST FLOOR SOUTHOLD NY 11971 8 MODIFIED 4 LIVING ROOM DRAWING TITLE: NEW N SEOTI ON 5-5/A-50 1 BUILDING SECTIONS COVERED p 50ALE: 1/4" = 1'-0" PORCH NEW MUD ROOM NEW 5TUD TO FLOOR ASSEMBLY r CONNECTION 'DI' A5 PER PAGE 0-005 PAGE: EXIST. FIRST FLOOR FIN15H 4 FIREPLACE ELEV. +18.a' ------ A-401 -30100 — — — EXIST. GARAGE SLAB _ F.J. AS PER PLANS F.J. AS PER PLANS _IVELEV. +1,.8' --rt----------- ------ I :. tl I II 11t I III�I I II t .•� •'. I=t t l—I t I i—I ( •� NEW 5 EXIST. GRAWLSPAGE GRAWLSPAGE DATE: 04�27�22 13 OF 21 AVERAGE GRADE ® DWE°CLING _—_-- —_--- I I III 11116 It — — — — — — — — — — — — — — — — — — — — ELEV. +15.1' — — — — — — — — — — — — PROVIDE BACKFILL COMPACTED IN 6" LIFTS rlr%EX15T. BASEMENT FLOOR'. 4 5" THK. CONC. SLAB---------------- w/STONE FINISH ELEV. +11.2' �R� 'icy SECTION 2-2/A-50I 5GALE: 1/4" = 1'-0" (P - a .A'9�� 037�4 ,p�' EXTERIOR SHEATHING CL Q U SIDING MATERIAL (— BUILDING PAPER d HOUSE WRAP �L Z 04 _ O TO FULLY OVERLAP FLASHING JLI rq STUD WALL F— vq AS GAP FOR BEND REBAR LJJ HEADER SECURE HANDRAIL TO WALL ON AT LEAST ONE DRAINAGE 5/4"xb" COMPOSITE TO SLAB Q yj DECKING (U.O.N. ON PLAW SPECIFIED ON SIDE OF STAIR IN ACCORDANCE w/ MANU. SPEG.'s; Z' FLASHING 5ECTIONOF-TAIL5) PLANS AND NOT PROJECTING MORE THAN 4Y2" INTO NOTE: 0 ' V) Z PITCHED METAL STAIRWAY;SEE HANDRAIL GRIP SIZES ADJACENT ALL P. GONG. SHALL 4' P.GONG.SLAB w/ J r=—� b"W-10/10 W.W.M.UPON J = BE 4,000 P51 (MIN) . .`�- J015T HANGER BY COMPACTED FILL 51MP5ON' OR EQUAL - FLASHING (1) #4 REBARCD Y FIRST INISHED FLOOR DRIP EDGE P.T. DECK JOIST CONT. ® TOP I� //j//j 0 O O COUNTER AS PER PLAN �� d — JOISTS A5 PER PLAN FASTENED w/(2) t:::FLASHING #5 REBAR ® 56" O.G. //X, ' LONO HEAVY DUTY &AL. LAG 5OLT5 ® S Ib" 0.0. INTO MU ILL 4 G ,pE II / / / Z '� m METAL GALV. JOIST HANGER / / COMPACTED \ RIM BD.;WHEN ® FOUND. WALL FASTEN BY 'SIMPSON' (OR EQUAL) ® I.' �\ FILL = 4'2" MIN. SPACE BETWEEN \ w/(2) 5/8 x 5 LONG APPROVED EA. J015T WALL AND HANDRAIL MASONRY ANCHORS ® I6 O.G. GONG. WALL 6 . //��//�� Z °/4" PINE RISER \ "Z" FLASHING Z #5 BENT REBAR ��If Wj�/j� a Y J FOUNDATION WALL ® 36" O.G. fl jj° `4� /\\/ J 00 p_- �/� > ' 5/4" PINE TREAD STANDARDS FOR ORIPFABLE HAND RAIL p (1) #4 REBAR ° Z (s� CONT. ® BOTTOM II II a SCALE: NTS 2 � �� CONNECTION DETAIL Ib" WIDE x 8" DEEP II ul,• //�/ o P. GONG. FTC. I I ° /��\��\ Z }. '� _ GROSS SECTION A-401.00 / / MIN. �< z HANDRAIL SCALE: I" = I'—O" (5) #5 HOR. Ib`. / //�\ J CV �i I" ROUNDED NOSING Q CLEARANCE CIRCULAR NON—CIRCULAR REBAR J�, , . w/Y4" RADIUS (NOT INCLUDED IN tu TREAD DIMENSION) 4"-6Y4" 0 Q V4 -2 / PERI- 2Y4° J O PROP. P.T. BM. AS METER MIN' MAX NOTED ON PLANS z �. XTRIOR MASONRY' DGfG DETAIL W O NEW SIMP50N GALV. AG4 * POST GAP (OR EQUAL) cr_ I w A-401.00 O 5/4" = 1'-0 N SCALE: 'EN 4"x4" P.T. POST F— Ul NEN v N BASE (OR(ORE UALON OALV. BA44Z Lu POST B NOTE: IF DISTANCE BETWEEN U tl1 DECK $ GRADE PROHIBITS V J + POST INSTALLATION, BM. MAY (5) 2"A2" 5TRINGER5 ® W R-21 _ P.T. DECK J01ST5 PER TYP. ROOFING (SEE INSULATION, IF UNDERSIDE 15 FACING `f PLAN w/SIMPSON BE INSTALLED DIRECTLY UPON SECTION NOTES) Q / SIMPSON ABU46Z POST BASE. uY ` STORAGE/NON-HABITAL SPACE � / 6ALV. LU526 HANGERS \ GRADE '_ - TYP. ROOF CONSTRUCTION II. • ' tV (SEE SECTION NOTES) N Y2" GYP. BD. '. 'U a• 'SIMPSON' H2.5A p,5 PAR PLP S� ORAOE UNDER e RAFTER TIE CL�' (NHEN AFFL I GALBE) 12"� 'SOID w/ ' FILLED ° SOLID P. GONG. (MIN. 4,000 P51) � :a a G.J. A5 PER PLAN TREATED 2"x12" SILL FOR CONTACT FASCIA BOARD w/ GONG. (IF APPLICABLE) ; BASEMENT BEAM AS PER PLAN EXTERIOR MOOD DEG< DETAIL NEW "SIMPSON" LUS26 GALVANIZED JOIST I N7ER I OR MOOD STAIR DETAIL A-401.00 SCALE: 5/4" = 1'-0" HANGER A-401.00 SCALE: 514" _ I'—a" PERMAGAST COLUMNS AS PER PLAN w/ "SIMPSON" P064 (FOR 3 PLY BM) OR "SIMPSON" 5052-2/4 (FOR 2 PLY BM) POST GAPS LAP (TYP) PROVIDE 3" (MIN) GONG. COVER I it Z OF ALL REBAR WITHIN P. GONG. FOUND. WALLS 4 P. GONG. FTO'S. PROVIDE STRAPPING $ NAILING w AS PER CONNECTION 'D' IN ——————_____ __ —— jI A-401.0 PORTICO DETAIL —O" o 0 = TYPICAL NAILING/STRAPPING I i iJ 0 PROVIDE INSULATION REQUIREMENTS FOR UPLIFT, SCALE: 5/4" I' BETWEEN CAVITIES SHEAR, d LATERAL RESISTANCE" I I II PER ENERGY TABLE ON PAGE 0-003 ® EA. STUD. (WHEN APPLICABLE) ————_—77 — I FLOOR SYSTEM AS NEW (2) 2"xb" P.T. SILL PLATES #5 REBAR(TYP) p I I I I Q NOTED ON PLAN UPON SILL SEAL UPON COPPER TERMITE SHIELD #5 SENT �� NEW 5/5"0 HOOKED ANCHOR REBAR (TYP) II I I PROJECT: 5OL75 ® 39" O.G. w/3" SQUARE I I WASHER $ ENDNUT RERISI r 4. PROVIDE 5" (MIN) GONG. COVER I i I PERMAGAST COLUMNS AS PER PLAN ADDITION I 4 OF ALL REBAR WITHIN P. GONG. I w/ "SIMPSON" PG64 (FOR 3 PLY BM) FOUND. WALL5 4 P. GONG. FTG'S. PROVIDE STRAPING 4 NAILING OR "SIMPSON" B052-2/4 (FOR 2 PLY i AS PER CONNECTION 'D' IN BM) POST GAPS #6 HOOKED '�/ERT. 'I I'.� ' TYPICAL NAILIN6/STRAPPING REBAR ® 32' O.G. .I _ If. REQUIREMENTS FOR UPLIFT, 1515 CALVES NECK ROAD SHEAR, B LATERAL RESISTANCE" er III• ON PAGE 0-005 ® EA. STUD' CORNER CONNECTION SOUTHOLD NY 11971 C'S a I .. , 4 P. GONG. SLAB I a. 11 „ UPON SILL,I SEAL UPON COPPER ASPHALTIC DAMP III GRADE TERMITE SHIELD SIMPSON DRAWING TITLE: POST BASE PER PROOFING TO EXTERIOR • I, POST SIZE DESIGN DETAILS #5 REBAR (TYP) 2-O LAP NEW 5/8"0 HOOKED ANCHOR (TYP) FINISHED STONE cI BOLTS ® 51" O.G. W 3" 50UARE I' X 6 MIL POLY I�. Q MOISTURE RETARDER WASHER $ ENDNUT 4" GONG. SLAB P. GONG. FOUND. WALL -------I-- —F ---f --------- (MIN. 4,000 PSI) Ilf —————————————- a ' 4 .I ". S,i a • �IL GRADE -------- --- --- ———————— a I1•.. .t .II• .. I I d #4 HOR. CONT. REBAR ® I I• 4" GRAVEL BASE 8"TOP, MIDDLE, Q BOTTOM OF r'•'��fj,. � -- z II�IIII ,: I Q Z — WALL (3 TOTAL) #4 HOOKED VERT. REBAR ® 48" O.G. III III I III j --———— ACKFILL OMPAGTED A-401m00 ( BGRADE #4 HOR. CONT. REBAR a TOP EVERY 6"-0 BOTTOM OF WALL (2 TOTAL) P. GONG. CONT. FTC. p (MIN. 4,000 P51) fl A — P. GONG. FOUND. WALL II• . _ IIC•° — (MIN. 4,000 PSI) ' :'�j '' O �^ I I I I I #5 BEN (TYP) ° � DATE: 04/27/22 14 OF 21 �/�/�/ EXTEND FOUND. WALL d FTC. AT (3) #5 HOR. CONT. REBAR II — • . If,* - O, I I I �. / / COL. PER FOUND. PLAN;PROVIDE 4" P. GONG. SLAB • II P. GONG. CONT. FTC. I N (I I I Z �' �j�/�/ ADDITIONAL (2) #5 VERT REBAR (MIN. 4,000 P51) I :' a / / IN GONG. WALL BENEATH COLUMN 46 (5) #5 HOR. CONT. REAR ( . =�J - `. . D ARC 6 MIL POLY • }� ( I CO MOISTURE RETARDER � .r S••'. RAVEL BASE 3" " I I ° °a. I PER DETAIL WA'L 8 FTG A5 < C� PROV. GLEAN 8 i r PROV. GLEAN - I I I ---�COMPACT FILL COMPACT FILLVI I 'T' CONNECTION N� -� FORTI G0 DETAIL O�NE374 6 �°`�' _ FOU�lDAT I Oil NALL DETAIL 8 FOUNDATION NALL DATA I L � REBAR OVERLAP DETAIL A-401.00 SCALE: 5/4„ — I,_O A-401.00 SCALE: 3/4 - I -O A-401.00 SCALE: 5/4" = I'-O" A-401.00 50ALE: 5/4" = I'-O" — Q 0 H � W =) (N � W � Q W >- � � Z HORIZONTAL REINFORCEMENT OF FOUNDATION WALLS O Z PROVIDE STEPPED FOUNDATION WALLS 6-0" OR GREATER IN HEI&HT WITH J ADDITIONAL CONTINUOUS HORIZONTAL REINFORCEMENT AS FOLLOWS: Lo NEW #4 CONT. HOR. REBAR b'-8": #4 REBAR ® BOTTOM, MIDDLE, b TOP OF ALL (3 TOTAL) 0) Y W a TOP 4 BOTTOM OF W: #4 REBAR a BOTTOM, MIDDLE THIRDS, b TOP OF WALL (4 TOTAL) 0 0 NEW P. GONG. FOUND. FOUND WALL (2 TOTAL) CL Lo m WALL (MIN. 4,000 P51) NEW SIMPSON 6LB BEAM SEAT FLOOR WOOD BEAM �.. m NEW #4 VERT. REBAR a CONNECTOR; INSTALL PER MANU. A5 NOTED ON PLAN Z 45" O.G. (TYPJ; SPECS. d PROVIDE FLASHING AT 0 HOWEVER, WHEN GRADE ANY WOOD/GONG. CONNECTIONS = FLOOR SYSTEM AS �, EXIST. FOUND. WALL ABOVE FT6. EXCEEDS NOTED ON PLANcr 6', INCREASE TO #(b Z z. W • . ' a `• i a. 'a• ' VERT REBAR a 52" O.G. PROVIDE GOLD JOINT Q NEW #5 HOR. REBAR 'a .: .'� ;d °.: • �. '.• AT GONG. SEAMS (TYPJ J SPACED VERTICALLY =•=-----4=--. 4 --; -•'_ • (1 i• _ a_� n ' - •. M == I===------ --- - -- -__-__-------__-_-- 12 O.G.;DRILL B fa: 4 — QII'' 4 f ° :°` ♦ • �' fII d i• :•• .:• : •♦i •.. !. ♦d.Ii :d-♦ A° GRADE > 0 EPDXY PIN 4" INTO II, d ° II a A 11': a EXIST. FOUND. WALL II ♦ d a: ' '� .*, :• '" :4 d II A. a.. , ° EXIST. P. GONG. SLAB Z � .a ° ° I I ;; ♦• • (PATCH AS REQ'D) J rl USING QUIKRETE _ • ak , . :°• 4• + ' .I I. A. ...' '. a ..,ai : . a�. d '• a II ' a �'. HIGH-STRENGTH = =-e4. Il. ;. • ' s '• a .II . ANCHORING EPDXY a• li a ;.f.•. .' II .•4, d<. i •�I' i 4.4. : I I 1 I.I I A Z (OR EQUAL) A • I I 11 ♦.• Q Z , 11 II II ♦; I::\> . I A ad ° • .. II.• d a a . ♦: •, . •. II.'ll II N Ae ,♦a ' II ♦ , ° f • •a .♦ �A,I Ae a A a:• Ib'•f .. � � - A: II II IP. W W to IId° '!d ♦, ' II• ' d. • . a. '. II• a Z ,� 'II -� '•♦ • ' 4 ."a �' it .Ir' •. . d : ..i 4 • 4 a f �. ..�I ' ♦4' •a a •.♦ • IL' :.♦•• : :.•° .. :Ij L. u .. d I :f 6 I�, - " q eal. + A • .. ,,°'. :r 4. �� II .. ! �. a' ♦•• •,. ♦ ,. .d� .• II t• EXIST. GRAVEL ,F== =T=-- _ 0 41/ MAN. .•. - II d ♦: •. A: .' II ,' A lI II 4 .♦.'d 'd - BASE NEW (3) #5 HOR. e"I J 0 A ♦ • �II ♦:° 4 4' d. e ' ♦ ` `--y = =ao±� _=f=.-- = �1= ===-:•__ •II �II HOR REBAR (6 TOT II` _ _ # —__ �. Il.' ! ♦• .. a d ,a. A °. III. . ° f.11 d. �'•'' e° , ..4• II• '♦.• ♦.• / �I♦: ° II •:' :al :..° .• ♦ . �'. - NEW 24"x24"xl8"J EXIST. FILL '°`I-) d IP II DEEP P. GONG. PAD C W ' !t___-__- _ _s_- FT6. (MIN. 4p00 PSI) d Y e d 'd •• .d = • t,_--♦•—a=IW-7�', �i-=-,'—4-�� - -� Jam'4====.a=,- -•— •.• . II ° I111° 77 4. •, .. I R .a A°. da d =_-- - __� c Illl- --- --° 8=4.e . NEW #5 HOR. REBAR a , V.I.F. NUMBER OF STEPS REQUIRED (5 TOTAL) - DRILL 8 JI r• ° , d All IIII ".♦ I I AM SEAT FOOT I NO DETAIL. W EPDXY PIN 6" INTO d°'II'' .° II' :. •1191' A-402.00 „ o ,I = J EXIST. FT6. U51NG II '.d a d. II° '' �_',T_ _ a `_� - PROVIDE 3 (MIN.) GONG. COVER SCALE: 5/4 I —0 V J QUIKRETE 71 _ .' <-(�- -�_-__� --, `� OF ALL REBAR WITHIN P. GONG. HIGH-STRENGTH a I I' F'_ A' :' I I ' .' ''. I I ' FOUND. WALLS 4 P. GONG. FTG'5. Q ANCHORING EPDXY c- =a.1111' J I• I I (OR EQUAL) ° ` IIII a4 ---_--� • "a C`"-. ==' I='- . NEW #4 BENT VERT. REBAR a I6 O.G. ._... ==ar:{1�==' III.-.a?' A—T IIII 11 :. 4." HOOKED BENEATH HORIZ. REBAR "I I . , NEW lb" WIDE x 8" DEEP. P. GONG. STEPPED FT6. (MIN. 4,000 P51)mtri ar m q" NEW #5 HOR. REBAR (B TOTAL) MIN. EXIST. FT6. — 8 I (4) 5/8" H.D.G. LAG ® STEPPED FOUNDATION DETAIL. \ BOLTS (PREDRILLED) A-402.00 SCALE: 5/4" = 1'-0" THK. PL. " y4 5/8" THK. H.D. I��- GALV. PL. C,AP PLATE 'A' FOR CONNECTION OF 5TL. COL. TO (2) 1-5/4" WIDE LVL LUMBER OR (2) 2" WIDE DIMENSIONAL LUMBER z w PROVIDE BEAM 8I (4) 5/8" H.D.G. LAG 2 SPLICE CENTERED-, BOLTS (PREDRILLED) 0 ABOVE COL. FLOOR SYSTEM AS FLOOR SYSTEM ASI�2 NOTED ON PLAN NOTED ON PLAN _ PROJECT: FLOOR WOOD BEAM — — — — — NEW 5TL. GAP PL. 'A' AS NOTED ON PLAN II WELDED TO COL.;SEE 5/S THK. PL. " 5/8 THK. H.D. R E R I S NEW 5TL. GAP PL. 'B' FLOOR WOOD BEAM /4 NEW 5TL. GAP PL. 'A' FLOOR WOOD BEAM GAP PL. DETAILS AS NOTED ON PLAN ii WELDED TO COL.;SEE AS NOTED ON PLAN NEW 5-1/2 O.D. 50H 40 WELDED TO,COL.;SEE GALV. PL. GAP PL. DETAILS NEW BASE PLATE 'A' HOT DIP GALV. STL. COL. GAP PL. DETAILS " 12 NEW 3-1/2" O.D. 5GH 40 WELDED TO COL.;SEE (A5TM A125) AS PER NHOT EW DIP O.D. SGH C i I HOT DIP 6ALV. 5TL. COL. BASE PL. DETAILS FOR FOUND. PLAN BY 51M5 (ASTMIA125)LAS PERGOL. GAP PLATE B ADDITION NEW BASE PLATE A BOLTING STEEL (OR EQUAL) NEW BASE PLATE 'A' (A5TM AI25) AS PER WELDED TO COL.;SEE FOUND. PLAN BY 51M5 FOR CONNECTION OF STL. COL. TO (5) 1-5/4" WIDE WELDED TO COL.;SEE STEEL (OR EQUAL) BASE PL. DETAILS FOR FOUND. PLAN BY 51M5 EXIST. P. GONG. SLAB BASE FL. DETAILS FOR , STEEL (OR EQUAL) PROVIDE GOLD JOINT BOLTING LVL LUMBER OR (5) 2 WIDE OR (4) 2 x WIDE BOLTING AT GONG. SEAMS (TYP.) (PATCH AS READ) DIMENSIONAL LUMBER OR 5.25" WIDE PSL 1515 CALVES NECK ROAD EXIST. P. GONG. SLAB EXIST P. CONG. SLAB SOUTHOLD NY 11971 AT CONC. (TYP.) PROVIDE GOLD JOINT (PATCH AS REQ D) COLDJOINT (PATCH AS REQ'D) AT GONG. SEAMS (TYPJ� I I I I DRAWING TITLE: a aL EXIST. GRAVEL ° a �J� . IL . • J° ! n ,LI — BASE ° _ p a DESIGN DETAILS • -�rN FILLEXIST. GRAVELe411 GRAVEL BASEBA5E NEW (2) #5 HOR. NEW 50"x50"xl5" �_ nI.._.._ REBAR UPON (2) #5 DEEP P. GONG. PAD #5 HOR. :!r=�=a s=- =--=r ---�- ° COMPACTEDUPON (4) #5 • ° 'a• FILL NEW (OR V.I.F. EXI5TJ HOR. REBAR (4 TOTAL) FT6. (MIN. 4,000 P51) NEW 42"x42"xla" 2 IS"x18"x12" DEEP P. EBAR (8 TOTAL) DEEP P. GONG. PAD 3" �4�� GONG. PAD FT6. EX15T. FILL (MIN. 4,000 P51) FT6. (MIN. 4,000 PS!) (b) #5 HOR. REBAR UPON (b) #5 HOR. PAGE: REBAR (12 TOTAL) O O 5-1/2" O.D. SGH. 40 HOT DIP GALV. STL. COL. (ASTM AI25) AS PER 0 2 0 0 PLAN WELDED TO PL. Lo PROVIDE 5' (MIN) GONG. COVER �� 8"X8"X5/8" THK. OF ALL REBAR WITHIN P. GONG. STL. BASE PL. FOUND. WALLS 8 P. GONG. FT6'S. ZQ� DATE: 04/27/22 15 OF 21 oO O (4) I/2" HOOKED ANCHOR BOLTS EMBEDDED INTO 2 STEEL. COL.. 4 18"x 18"x 12 " FTO. DETAIL. �� STEEL. COL. � 30 "x30"x 18" FTO. DETAIL. � �- STEEL COL.. � 421IX42 "x 18" FTO. DETAIL. FOOTING MIN. 4" w/ OVERSIZED A-402.00 A-402.00 A-402.00 �J WASHER AND END NUT SETUP SCALE: 5/4" = I'—Oil SCALE: 5/4" = 1'-0" SCALE: 5/4" = 1'-0" .. BASE PLATE 'A' �C? '� 0 STEEL. COLUMN CAP � BASE PLATE DETAILS A-402.00 SCALE: 5" — 1'-0" � ' TOWEL HAN56ROHE P a• � DOOR STOP RING LUMBING V AMERIGAN STANDARD FIXTURE HANDHELD 24" LINEN Q ~ GHA SHOWER HEAD CLOSET 0 — HAN56ROHE LWLI N S PLUMBING J FIXTURES LLu }; D B OVE DECORS LAKEVIEW O - C 36" VANITY HEAD, E HANDHELD 5 7 p Z NEW PWDR. SHOWER HEAD TUB G O J Z RM 30"W x 25"H NEW ® J F- -J x 3.5" NICHE BATHROOM 2 0 ~ O THOM50N Q AMERIGAN STANDARD 48" VANITY O c) 0 CHAMPION 4 MAX Ln �' d• m 5'-4" Z TP HOLDER TOWEL 12"x24" FLOOR TILE O 12NI2" FLOOR TILE HOOKS H o QW J FR01=OsF_17 FONDER ROOM FROFOSEI7 BA7HROOM 2 J 00 SCALE: 1/4" = 1'-0" SCALE: 1/4" = i'—O" Z r�•I � O Z >4 Q Z � FULL HEIGHT BATHROOM 2 BATHROOM 2 BATHROOM 2 BATHROOM 2 N POWDER ROOM POWDER ROOM POWDER ROOM POWDER ROOM SUBWAY TILE 'ELEVATION A' 'ELEVATION B' 'ELEVATION G' 'ELEVATION D' LL W 'ELEVATION A' 'ELEVATION B' 'ELEVATION G' 'ELEVATION D' �/ / / / j' ' / j / / / / / / // ; / / Lu l D / / / PAINTED�� % FULL HE16HT FULL HEIGHT /.. __._ j / �TILE / SUBWAY TILE SUBWAY TILE 0/ / O .CABINET % ! % % ----- --- -- - RECESSED MED./ / x _SHIPLAP�_ i / - CABINET j. PAINTED -SHIPLAP- / / / - % I i r / j TOWEL RING W p / 52" A.F.F. % / / % _5HIPLAP- ILE] W �l ^SHIPLAP� j / \ Q ]l ^SHIPLAP� / / / _ J O s�. HAN56ROHE PLUMBING TOWEL BARS 48" AFF HANDHELD B FIXTURES/HANDHELD AMERIGAN STANDARD 24" LINEN SHOWER BODY AND DIVERTER SHOWER HEAD SHOWER HEAD CHAMPION 4 MAX CLOSET MOSAIC TILE ' 30"W x 28"H x 3.5" NICHE 30"W x 2b"H O x 3.5 NICHE DGB HAN56ROHE PLUMBING NEW . FIX5HOWER HEAD HANDHELD ® " BATHROOM 3 NEW MASTER 0 12 x24 FLOOR TILE THOMSON BATHROOM I 48" VANITY BENCH 18"H 15"D ;. •z.;<> RAIN SHOWER HEAD �t DCB MOSAIC TILE m 12"x24�FLR TILE RONALDO 60" VANITY 12'-10" AMERIGAN STANDA PROPOSED BATHROOM CHAMPION 4 MA O 32"x68" L/ Tm o SCALE: 1/4" = I'—O" 13 ;.. BATHROOM 5 BATHROOM 3 BATHROOM 3 BATHROOM 3 'ELEVATION A' 'ELEVATION B' 'ELEVATION C' 'ELEVATION D' 12'-4" / FULL HEIGHT Gl_A55 � / � % j ! �/ i ROFOSE17 MASTER 5ATHROOM 50ALE: 1/4" = 1'-O" z RECESSED MED✓" / w IPAINTED CABINET1:2/ / MASTER BATHROOM I MASTER BATHROOM I MASTER BATHROOM I MASTER BATHROOM I V / j / ELEVATION A' ELEVATION B' 'ELEVATION C' /i ELEVATION D�PAINTED� -PAINTED--SHIPLAP- _..._ / ! PAINTED0/�/ / / / / / FULL H HT"� F L EI6 / / / 6LA55 / �- \ I TOWEL BAR / 48" FULL HEIGHT / 6LA55 �TILE / ^TILES / PROJECT: � � \\ i RERISI ADDITION 1515 CALVES NECK ROAD SOUTHOLD NY 11971 DRAWING TITLE: L — .— J E�l L —.._ J i PROPOSED INTERIOR ELEVATIONS �W_ KITCHEN 'ELEVATION A' �` �` KITCHEN 'ELEVATION S' 3If 6" HOO�D` KITCHEN 'ELEVATION Cl IS'-I" I I GLA55 io-io• 6LA55 1 II • II •II Imo• I Imo• I 2 I 2 2-s• s 2-6• I MODIFIED � I KITCHEN m PAGE: i OVEN A-501m0o C — -- — — — —J — \ / KITCHEN 'ELEVATION D' KITCHEN 'ELEVATION E' 4 - OPEN TO FOYER ff DATE: 04/27/22 16 OF 21 e ® O o ® ® ®il-v(DaD O m m® mm NEW , i I I ,1 -2'-0• 2-0° i'e^ • .12'-0• 2'0• 24" MICROWAVE -o° r-o^ r-o• �'o° r-v r-v r-v -o• r-o° r-0• '-o• r-v 2'-o° Y 36" REFRIGERATOR ,��,��D s 24' DISHWASHER 36 RANGE MICFcO J 5CALE: 1/4" = I'-V �TF 0F NE`NyO POURED CONCRETE AND STEEL REINFORCEMENT NOTES: GONGETE - GOLD WEATHER POURING B CONCRETE MIXTURE I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF a V FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTWARD AND CONCRETE IN TEMPERATURES UNDER 45°F IF THAT TEMPERATURE Q NEW PARTIAL HEIGHT DOWNWARD FROM THE BOTTOM OF EXI5TING ADJACENT FOOTINGS HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE 0 O _ EXISTING TO BE DEMOLISHED W Z O WOOD FRAME (L.O. STL. EXCAVATION 2. IF WATER ENCOUNTERED DURING POURING OF GONG., 2. SPECIFICITY OF CONCRETE DESIGN MIX SHALL BE BY OTHERS LLI O CN WHEN APPLICABLE) SHALL BE DEWATERED. THE POUR SITE SHALL REMAIN DRY FOR Jrq EXISTING TO REMAIN ENTIRETY OF POUR CONTACT ARCHITECT WHEN WATER 3. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL W NEW WOOD FRAME (L.G. NEW FOUNDATION WALL ENCOUNTERED CONFORM TO AGI 306. Q W STL. WHEN APPLICABLE) 3. POURED CONCRETE SHALL BE KEPT M015T FOR A MIN. OF 14 DAYS 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND / Z SURFACES. FROZEN 6ROUND MAY BE REMOVED OR HEATED TO MIN. (2) 2"x4" STRUCTURAL 4. ALL FOUNDATION WORK SHALL BE 4,000 PSI POURED CONCRETE AT TEMPERATURES WITHIN 10° F OF CONCRETE. O Z NEW I-HR FIRE RATED ® J POST FOR 4" WALLS 28 DAYS AND SHALL CONFORM TO THE CURRENT AGI 318 CODE WOOD FRAME (L.O. STL. 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. H J WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL 5. ALL REINFORCEMENT 5AR5 SHALL BE DEFORMED EPDXY COATED REMOVE AS REQ'D. I- Lo Y P05T FOR b WALLS), U.O.N. CARBON STEEL A5TMA615 GRADE 60. WWM FOR SLABS DO NOT O O O NEW 2-HR FIRE RATED NEED TO BE EPDXY COATED 6. THE USE OF HEAT BLANKETS OR ELEGTRG BLANKETS ARE WOOD FRAME (L.G. 57L. PERMITTED WHEN NECESSARY. (L LA w WHEN APPLICABLE) b. U.O.N.,REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS SHALL BE STAGGERED 7 FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 33° FOR HIGHER AND AND SHALL BE WITHIN IO° F OF GONGRETE TEMPERATURE. 1. PROVIDE MECHANICAL DEVICES TO HOLD STEEL b HARDWARE IN 8. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. H PLAGE AT TIME OF POURING d MAINTAIN REQUIRED CLEARANCES, GOVERAGE5, AND FLUMBNE55 q, NON-CHLORIDE,NON-CORROSIVE ACCELERANT ADMIXTURES ARE Z ui STRUCTURAL PLAN NOTES PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 506 Q 8. CEMENT SHALL CONFORM TO ASTM G-33 FOR STANDARD WEIGHT J SINGLE SPAN STRUCTURAL MEMBER: CONCRETE (ASTM 04g4/C4g4M, TYPES C AND E). J 0o O STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS 10. CONSULT ARCHITECT WHEN STEEL EMEFOMMENT GRO55 5EGTIONAL > O ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY AREAS EXCEED ONE SQUARE INCH. Z O (D ABOVE INDICATED POSTS. J II. ONCE CONCRETE 15 PLACED. CONCRETE SHALL NOT BE EXPOSED �c O O2 OUTLINE OF LOAD-BEARING WALL ABOVE (TYP.) TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS Z }- 4 REACHED A COMPRESSIVE 5TRENGTH OF 800 PSI. Z SISTERINO OF EXIST. F.J.: N O IF EXIST. F.J. LAP LOCATION PREVIEWS EXIST. F.J. FROM 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 306 W L (D REAGHIN6 PROP. BEAM, OUT b 515-7ER PORTION OF EXIST. ADJOINING F.J. TO EA. NEW F.J., 051 PROVIDE NEW 2"x5" Lo BLOCK, TO ENSURE FULL (2) 2"xb" 'THICKNESS PROVIDED 0 ® 16" O.G. FOR ENTIRE F.J. SPAN (EXCLUDES CANTILEVER). SIMILARLY, PROVIDE NEW 2"x&" BL.OGK WHERE NO EXIST. J O F.J. DUE TO LOCATION OF PREVIOUS STAIR 6 CHIMNEY. FORMER STAIR OPENING:O PROVIDE NEW 2"x&" F.J. ® IV' O.G. TO FRAME IN FORMER I Q W STAIR OPENING Lu N TYPICAL LEDGER BOARD: p N F O5 I. (I) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS ' 2. SECURED w Q EXIST. 4"xb" EXIST. 4"xb"/(2) 5/5" 0 x 5" LONG H.D. GAL. LAO H - I � V W BOLTS ® 16" O.G. DROPPED BM. DROPPED BM. j 3. INSTALL H.D. 6ALV. JOIST HANGERS BY 'SIMPSON' r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ~ 0 (OR EQUAL) 13 I V _I 4. PROVIDE FLASHING TUCKED UNDERNEATH SIDING B 13 8'-I" I 1 BENT OVER TOP EDGE OF LEDGER BD. I JOIST HANGERS (STEEL FLUSH BEAM): v NEW (2) 2"x8" NEW (2) 2"x8" ;p v I v I Q Ob PROVIDE SIMP50N 'BA' TOP FLANGE JOIST HANGER ® N Qp P.T. FLUSH BM. P.T. FLUSH BM.n -IQ; 1 O EACH F.J. 4 FLUSH BM. (SELECT HANGER WIDTH PER cv �� 13 cv V ,anawuaw. STRUCTURAL MEMBER SIZE). WELD HANGERS TO STEEL Q ua W I - x 0 BEAM PER MANUFACTURER SPEGIFIGATIONS (SEE 2021 ® z ® ij ® N �_ SIMPSON STRONG-TIE WOOD GON5•TRUGTION GONNEGTOQS N X ? F- PA6E5 I64-I65 8 BULLETIN "T-G-WIELDUPLFT22)". NEW STL. COL. (TYP.): �= EXIST. W Q X -i ' N GRAWLSPAGE w p . q X ® - O 3-I/2" O.D. SGH 40 5TL. COL. (A5TM AI23) BY SIM5 STEEL W I (OR EQUAL) V.I.F. EXIST. MIN. FT6. WIDTH OF 24" TYPICAL P. GONG. FOOTING 4 WALL CON5TRU07ON: V.I.F. WHETHER EXIST. > BENEATH REAR FOUND. WALL;CONTACT O • (2) 2"xb" P.T. SILL PLATES w/COPPER TERMITE SHIED CORNER HOLDOWN I ARCHITECT IF FT6. FOUND TO BE SMALLER 4 SILL SEAL PRESENT;PROVIDE NEW I i IF FOUND ABSENT �? I I • ANCHOR BOLTS AS PER PAGE 6-003 Iq 0 • P. GONG. FOUND. WALL AS PER .DETAIL UPON ` m • P. GONG. FOOTING AS PER DETAIL "T I V.I.F. EXIST. • ASPHALTIC, MASTIC, DAMP PROOFING TO EXTERIOR I 8 ® �� (2) 2"x8" HDR_ B.O. FOOTING V-O" BELOW GRADE MIN. -j zu- ACCESS • I/2" EXPANSION JOINT ® PERIMETER OF SLAB (WHEN I W APPL I GABLE) U1 tL z Ic 2'R 1 • AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS / X � V.I.F. EXIST. MIN. FT6. WIDTH W z W z O X Z I y� v 10'-O" STOOPS (WHEN APPLICABLE) ry N O OF 24" AT THIS LOCATION; eJI ' s� w z I z IL • MASON TO ACCOUNT FOR FINISH STONE ON THIN SET �Q CONTACT ARCHITECT IF x p x p N 0 W I z 0 FOR HEIGHT OF WALL B SLAB (WHEN APPLICABLE) z z FTC. FOUND TO BE SMALLER ~ O I 113 I = O IL OC V ~� � I 1 . 13 � � HOLDOWN: _ O N w NIA N w a _ - I - - x x - BASEMENT x N z x x � FN FN � cV Q2n x EX15T. N 3 _ III Q EXIST. _N ® EXIST. iv dJ 1 I O HOLDOWN D AS PER PAGE 6 003 I - W dJ w w F- „ GRAWLSPAGE �n x p W w z U I i STORAGE ® N I m NEW (3) 2'xI2 UPSET BM. NEW (3) 2'xl2 UPSET BM. lu cv 7 - -I X ® v iv° uO uoQ � ® Xmz X (FLUSH w/TOP OF F.J.) (FLUSH w/TOP OF F.JJ W Q LOCATE STL. COL. W u- � I I= W - - - - - _- - - - - >L DIRECTLY BENEATH U~i > ® > ® U) IL r I _ DIRE I I- � NEW (2) 2"xIO" UPSET 10 BEAM POCKET (Tl'f'.) - - - - - - - - - - - - - - - 5TL. COL. ABOVE x J W r - m -j E W UPSET VL BM. w/ NEW(2) 10 10 I.F. EXIST. I I�,ru AM5;ATTACH TO TYPIGAL GL05ED FOUNDATION 15 2 OII ® PORGHE5 / PATIOS: (2) 2 x8' I I HUS210-2 HANOER5 2"xb" HDR I. SEE NOTED DETAILS I NEW (2) 7 IS 18 4 1 I 18 2. ALL HORZ. 5URFAGE5 SHALL BE: PITCHED ® I:45 AWAY I 2"x8" HDR I I I j III IS NEW O FROM BUILDING 3. FOR SLA55 ABUTTING FRAMING; INSTALL COPPER 14 - BASEMENT 1 =n ' EXIST. (2) 2"xIO" EXIST. (2) 2"xIO" _ FLASHING FROM 12" ABOVE AND ADJACENT TO SLAB, _ I :ACGF-Ds�j ROVIBED ALL FLA5HIN6 IN ASPHALTIC MASTIC in -' T 7.4. PORCH / PATIO WALLS OF SEPARATE POURS SHALL ®� I REPLACE NEW 2"x8" F.J. ti I ry BE DOWELED w/#5 ® 8" O.G. VERTICAL TO EA. OTHER 3-O � NInV�(2L x8 I I 1 EXIST. WD. ® I6" O.G. o ? __- ?z I I I L - I I LOCATE STL. COL. P05T w/NEW I w S TO MAIN FOUND. - i4 I I V tc W z I6 >l�L I DIRECTLY BENEATH STL. COL. NEW LAUNDRY 1I 13 FOUND. & POSTS FOR WD. DECK: I'-3" I z r PROPOSED I N p O 4 0 x, x 5TL. COL. ABOVE ROOM 2 I ° N.D. P.T. POST # 12"4) P. GONG. PIER = - GRAWLSPAGE _ N AS PER DETAIL 3/A-40I. r ® cV- O ? X z z 21 H 10,t- tL IV.I.F. EXIST. w z i I>z^' IT NEW 4" THK. UN-REINFORCED P. GONG. SLAB I I w? w • I 3'-2" It It 14 I Iz� 0� dJTu � ® (2) 2"x8"�0� � O I Kivu xp BEAM SEAT w/ FOOTING - - - - - - - - NEW (2) 2"x8" u w= N z Q O • I USH BM. w/ _ ® N ® d)Q x O cv 6 4 F N IS PROVIDE 51MP50N GLB BEAM SEAT CONNECTOR UPON - _ -'- _ - - - _ - - - - - - - - - - - - - - - - - LU 28-2 HN6R I r x xl0 cYI 3 z I - x O Q 24 x24 xI8 DEEP P. GONG. PAD FOOTING AS PER I _ W (V z v in l 3 W ® DETAIL I I/A-402. MASONRY PATIO ABOVE - - m a ry n w NEW PROVIDE FLASHING AT ANY WOOD'/GONG. CONNECTIONS. Iq I = z ` I BAGKFILL I m z F a ® x m L-,'/BATHROOM 4 I ;. I > I - U MODIFIED 2 v COMPACT 2 N 1- -1 H z I II PROJECT: F : I EVERY 6".33 I N Qr N N iL r fQ lL PAD FOOTING a GAR GARAGE Q z w X � I6 PROVIDE 3o"x30"xI8" DEEP P. GONG. PAD p I = -SLAB ON GRADE- = I PROVIDE 3 18 w W z .�W O ( d FOOTING A5 PER DETAIL 13/A-402. GONG. SLAB H I I I I QQ R E R I S ' �•r =rr `� I E (3) !L p �O� ��3 NEW (3) . I Q ( d� 14 STONE FINISH � 1 PAD FOOTING - I - - - - - - - - 2'x& HDR -►L z 2"x8" HDR - - - 0 J 17 PROVIDE 42"x42"xI8" DEEP P. GONG. PAD FOOTING AS - - - - _ - - - - ° ADDITION PER DETAILI4/A-402. - - - - - - - -- - - - - POUR NEW FT6. AROUND EXIST. FOOTINGS IF REQ.D 8 _ II I MA5-0NRY PATIO ABOVE PAD FOOTING (V.I.F. EXIST. OR PROVIDE NEW) AG 11 ALI N 8 q 18 V.I.F. EXIST. I5 xI8 xI2 DEEP. P. CONC. FT6. (MIN. SIZE) OR cV I I B KFILL;COMPACT IN 6" PROVIDE NEW AS PER DETAIL I2/A-402 AS REO.'D. I I L LIFTSFLAB PROVIDE FINISH G 1515 CALVES NECK ROAD V.I.F. EXIST. COLUMNS PROVIDE SUFFICIENT BEARING AT I :y EXIST. GAP PLATES;PROVIDE NEW GAP PLATE IF REG.-D. I r • LL- - - - - - J � I SOUTHOLD NY 11971 NEW 24"A2" DEEP P. GONG. CONTINUOUS FOOTING AS PER �' Iq DETAIL 5-A/40I. DRILL d EPDXY PIN NEW FOUND. WALL 6 I r - - - - - - - - - - FT6. INTO EXIST. FOUND. 8 PTO. WHERE FOUNDATIONS MEET. I I I o DRAWING TITLE: NEW I6"x8" DEEP P. GONG. GONTINIJOUS FOOTING AS PER II'-3y2" 10'-O" II'-3y2" DETAIL 5-A/40I. DRILL d EPDXY PIN NEW FOUND. WALL I I g I CENTER ON EXISTING FOUNDATION PROPOSED STRUCTURAL PLAN FT6. INTO EXI5T. FOUND. b FT6. WHERE FOUNDATIONS MEET. q 23 STEPPED FOOTING I6'-O" CENTER 21 NEW I6"xb" DEEP P. GONG. CONTINUOUS FT6. - - - - - - - - - - FTC. TO STEP AS NEEDED TO ALIGN WITH EXIST. FT6.,AS PER DETAIL 10-A/402. V.I.F. EXIST'. FT6. DEPTH. 22 GONGRETE APRON ^2'x18' GONG. APRON^ - - - - - - - - - - - - - - - - - - - I. PROVIDE CONCRETE APRON SLAB TO TRANSITION = PAGE: SMOOTHLY FROM SLAB EL. TO GRADE =0. 2. APRON SLOPE SHALL BE NO STEEPER THAN I:12 ® ■ 3. GR055 SLOPE MEASURED PERPENDICULAR TO TRAVEL OF APRON SHALL BE NO STEEPER THAN 1:48 20'-4V2" I6'-I" -" 32'-"I" I I'-2�2" � (2% SLOPE) 80'-I" 0 0 4. BROOM FINISH TO PROVIDE SLIP-RESISTANT SURFACE TOP OF FOUND. WALL MAY BE STEPPED DOWN AS 22 REQ.'D TO ACCOMMODATE 6ARA6E DOOR OL05URE (VERIFY DIM. IN FIELD) PROPOSED FOUNDATION STD'UGTURAL PLAN DATE: /27/22 17 OF 21 SCALE: 1/4" = 1'-0" SOIL BEARING CAPA017Y NOTE: STRUCTURAL DEVON OF FOOTINGS ASSUMES A 501L BEARING CAPACITY OF 1.0 TON/5-F. LEDGER LIFT NOTE: DE51ON ACCOMMODATES THE POSSIBILITY FOR PORTIONS �� Y M. �pco OF THE EXIST. ROOF, WALLS, d F.J. TO BE RAISED VIA A O` LEDGER LIFT. MEANS 4 METHODS OF THIS CONSTRUCTION PRACTICE ARE NOT PART OF THESE PLANS. ,A 7406 !q 0- NE �" G GENERAL 5) 1"5OL <E) : 0.. U Q N _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.G. STL. EXISTING TO REMAIN WHEN APPLICABLE) J e-I W � NEW FOUNDATION WALL Q NEW WOOD FRAME (L.G. W >- 5TL. WHEN APPLICABLE) .> m Z NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL ,J Z O POST FOR 4" WALLS WOOD FRAME (L.G. STL. WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL J P05T FOR 6" WALLS), U.O.N. 0 Q NEW 2-HR FIRE RATED WOOD FRAME (L.G. 5TL. d .; Lo tY WHEN APPLICABLE) d' m Z O = p STRUCTURAL PLAN. NOTE5 Z W Q J SINGLE SPAN STRUCTURAL MEMBER: 00 O STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS J ACRO55 MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY Z � CD ABOVE INDICATED POSTS. J ri O O2 OUTLINE OF LOAD-BEARING MALL ABOVE (TYP.) z Q Z T-1 SISTERING OF EXIST. F.J.: W J N O IF EXIST. F.J. LAP LOCATION PREVENTS EXIST. F.J. FROM LL LU W REACHING PROP. BEAM, GUT $ SISTER PORTION OF EXIST. ADJOINING F.J. TO EA. NEW F.J., OR PROVIDE NEW 2"xb" BLOCK, TO ENSURE FULL (2) 2"x8" THICKNESS PROVIDED O � ® I6 O.G. FOR ENTIRE F.J. SPAN (EXCLUDES CANTILEVER). r-I J O SIMILARLY, PROVIDE NEW 2"xb" BLOCK WHERE NO EXIST. F.J. DUE TO LOCATION OF PREVIOUS STAIR d CHIMNEY. OFORMER STAIR OPENING. PROVIDE NEW 2"xb" F.J. ® 16" O.G. TO FRAME IN FORMER Lu STAIR OPENING TYPICAL LEDGER BOARD: O5 I. (1) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS 2. SECURED w/(2) 5/5" (P x 5" L0140 H.D. GAL. LAOLU V BOLTS ® 16" O.G. 3. INSTALL H.D. 6ALV. J015T HANGERS BY 'SIMPSON' ~ ' (OR EQUAL) WRAP JOISTS w/ " THK. AZEK (TYP) = J T-7T. V.I.F. EXIST. V.I.F. EXIST. (ONLY AT EXTERIOR FOR CANTILEVERED 4. PROVIDE FLASHING TUCKED UNDERNEATH SIDING 8 I DR (2) 2"xb" HDR (2) 2"xb" HDR I JOISTS PROTRUDING WALL..) BENT OVER TOP EDGE OF LEDGER BD. I Q J015T HANGERS (STEEL FLUSH BEAM): O PROVIDE 51MP5ON 'BA' TOP FLANGE J015T HANGER ® NEW I EXIST. FRAME EACH F.J. d FLUSH BM. (SELECT HANGER WIDTH PER LANDING DECK STRUCTURAL MEMBER SIZE). WELD HANGERS TO STEEL BEAM PER MANUFACTURER SPECIFICATIONS (SEE 2021 Q 5 NEW(2) 2"xb" FLUSH BM. w/ SIMPSON STRONG-TIE WOOD CONSTRUCTION CONNECTORS _ I NEW(2) 2 xb RIM BD. (NON-STRUCTURAL) PAGES 164-165 8 BULLETIN "T-G-1^1ELDUPLFT22)". -- - - - - d) w/51MP50N LU525-2 HANGERS SIMPSON LU525-2 HAN6ER5 ' NEW(2) I."15"xI I.b'75" 6.P. 2.OE LVL w/ -?(I - - - - - - - NEW STL. COL. (TYP.): I (U 0.375" THK. 5TL. FLITCH PLATE HDR 4=. O 3-1/2" O.D. 50H 40 5TL. COL. (A51'M A123) BY 51M5 STEEL I U1 (OR EQUAL) N=) w 1 I I I I I I I 0 _ 3-1 NEW LIVING z O 4 OTYPICAL P. GONG. FOOTING B WALL GONSTRUGTION: N Q z ROOM I I I I I I I 13lz I I I NEW OUT (2) 2"xb" P.T. SILL PLATES w/COPPER TERMITE SHIELD d SILL SEAL IIw I I I I I I I I I I lz = ON I ON I I I SHOAE • ANCHOR BOLTS AS PER PAGE 6-003 z x OPEN TO 4x 4 • P. GONG. FOUND. WALL AS PER DETAIL UPON ry ABOVE I �p� 5 • P. GONG. FOOTING AS PER DETAIL I I 1 • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR �O NEW DINING x - -!- - •--i- -+-VjJ?'77-irEk4 x- ROOM x_B.O. FOOTING 3'-0" BELOW GRADE MIN. N ry cV I � L:4 _I/2" EXPANSION JOINT ® PERIME°TER OF SLAB (WHEN ® ® NEW (3) 1�5" 2.OE LVL HDR NEW 2 I."T5"x11.25' 6.P. 2.OE LVL (-2 I7i 77I.25"6.P2.OE LVL HDRAPPLICABLE) zz w wNEW 51MP50N H5LTV3.56n.5 ® w • AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS / z I O STOOPS (WHEN APPLICABLE) In p HANGER, WELDED TO STL. BM. Nj N p MA50N TO ACCOUNT FOR FINISH STONE ON THIN SET 1` PER BULLETIN T-G-WELDUPLFT22' � N w 1 �u 0 Qr Q O - 1 • FOR HEIGHT OF WALL b SLAB (WHEN APPLICABLE) w d) � al X }7 X !L X iti �x z x x I z ul R p MODIFIED w V v to � _ m w I cy iy w LOCATE STL. COL. DIRECTLY x w r4� KITCHEN H x � �H ry BENEATH (2) 2"xb" P05T TO I;j U;< � O 0 x ? x O 0 x - ~ EXIST. 2"x5" F.J. ® I6" O.G. w0 w NEW 2"x8" F.J. ® 16" O.G. O HOEDOWN: RIDGE ABOVE w w w ry N w w tl iv w O u ps lu IL HOLDOWN 'D' A5 PER PAGE 6-003 w 2 O v I O O v ® O ry Q' O cV z NEW (5) 1.'75"xib" O.P. 2.OE LVL UPSET BM. N x O w - X �, X , Q p w BENEATH EXTERIOR WALL ABOVE _ - _ m cy _ - _ ry w ° 10 BEAM POCKET (IYP.) ::• - - -. _. -_ ._ .- - - - - - - - - Q N N ® mz - N N ® n O z 5T. ORE AT NEW (3) 2"xb" NEW (3) 2"xb" '1 IN x w z w - _ Z _ _ V EXIST.ROOM AT ( _ TYPICAL CLOSED FOUNDATIOI�I POST TO POST TO V v x w Q I 2 w Q w Q ° x ry PROVIDE MIN. (4) 2"xb" KING II ® PORCHES / PATIOS: I FLUSH BM. WORKBENGH/STORAOF FLUSH BM. i- pr Q O r m z ® z ® r z STUDS BETWEEN EACH HDR. -U ATTACH HDR'S TO STUDS w/ I. SEE NOTED DETAILS x- x- r N -� 1 1 m 51MP50N LU528-2 HAN6ERS 2. ALL HORZ. SURFACES SHALL BE PITCHED ® 1:45 AWAY NEW (5) I.'15"x11.b'15" G.P. 2.0E LVL w/(2) 0.5" THK. 5TL. ry® ry® 7 I �� - IL I - u. NEW(5) 2"xb" FLUSH BM. BENEATH _w) FROM BUILDING FLITCH PLATES BENEATH CLOSET WALL ABOVE NEW(2) 2'xl0 HDR �: I z IL N N -CLOSET WALL ABOVE w/SIMP50N I z ry Q 3. FOR SLABS ABUTTING FRAMING, INSTALL COPPER - - - - - �� - - N_ _ _ ._ _ ._. S - - - U528-3�F;a F�BE M5 NEW *1 _ J EVy(� 2' 8" 3 5UNROOM I�t FLASHING FROM 12" ABOVE AND ADJACENT TO SLAB, ND FL. 5T IRS NEW Wbx24 A36 STL. FL 5H BM. b 2 ryl BED ALL FLASHING IN ASPHALTIC MASTIC 4. PORCH /PATIO WALLS OF SEPARATE POURS SHALL Q Q - BENEATH HALLWAY WALL ABOVE r Z BE DOWELED w/#5 ® b" O.G. VERTICAL TO EA. OTHER N ry _ _ _ _ t TO MAIN FOUND. I - I NEW I I.815" TJI 230 1 0 _ _ -�_ - -- - ` ; NEW(5) I.'15"x1.25" 6.P. 2.0�L FLUSH NEV'1(2) 2"xb" g w x F.J. ® I6" O.G. 13 FOUND. 8 POSTS FOR WD. DECK: z�y �x NEW 6 6 i z BM. BENEATH HALLWAY WALL ABOVE POST TO pr FOUND. P.T. POST B 12"� P. GONG. PIER z ry NEW MUD ROOM PWDR. - U w z FLUSH BM. ry p NEW (5) 2 R KING STUD; 0 �0 4 '1 = ATTACH HDR'S TO STUD w/ V HIDRM x O I I� �1 SIMPSON LU525-2 HANGERS; AS PER DETAIL 3/A-401. MODIFIED 2 ry iy O x O - AL '✓I T GAR GARAGE - a - = PRO D NEW (3) 2"xb" ® NEW EXIST. cy= RING TO FLUSH BM.E ® x STUD T W 14 NEW 4" THK. UN-REINFORCED P. GONG. SLAB ry Q BEA NEW(3) 2 xb POST TO x X ___ WALK IN NEW IL Z ( ) 2"xb" - NEW 3 2 xb FLUSH BM. - POSTS TO HDR NEW(2) NEW(2) NEW (2) w ` N ® BENEATH HALLWAY WALL ABOVE - FLUSH BM. GL. NEW (2) I.75"x7 25" 6.P. 2.OE LVL w/ BEAM SEAT w/ FOOTING 2'xb_HDR 2"xb_HDR PANTRY �q Nw x 05' TH x X w I K. 5 FLITCH PLATE FLUSH p[ 15 PROVIDE 51MPSON 6LB BEAM SEAT CONNECTOR UPON lY Iw Q, u - W(2) 2 x4 NEW (3) 2"xb" M. BENEATH BATHROOM WALL ABOVE a NEW NE () STL. 24"x24"xib" DEEP P. GONG. PAD 1=OOTING AS PER NEW 1.'15"xll.&75" G.P. 2.OE LVL FLUSH BM. BENEATH _ FOYER O POST TO PAST TO B Q DETAIL II/A-402. STUDS SUPPORTING BATHROOM DOOR HDR ABOVE - cry H _IL _ FLUSH BM. FLUSH BEAMS PROVIDE FLASHING AT ANY WOOD/GONG. CONNECTIONS. m 2� 3 V V0 NEW (2) -iV F ® 1 Qr _ cy Q h IL ry -� NEW 2"xb F.J. <`I 13 w O 2"x4" P05T o " Q PROJECT: - - - - _ _ X EXIST. 2 x8 F.J. N z ® z H PAD FOOTING �_ - - - - - - - _ z �zD NEW z 0.fl STACKED - w ( i I6 O.C. ry I6 PROVIDE 30"x30"xI5" DEEP P. GONG. PAD z__ - - - - - - - - N® COVERED PORCH N® BENEATH (2) w x- u p z Q w 3 NEW(5) I.15"xll.b'15" G.P. 2.OE LVL w/(2) 0.5" THK. 5TL. FOOTING A5 PER DETAIL 13/A-402. 2"x4" P05T ry® -w z x w R E R I S FLITCH PLATES BENEATH CLOSET WALL ABOVE (3 > NEW (3) cy NEW (2) NEW(2) NEW(2) z PAD FOOTING ABOVE Ix R rl 17 PROVIDE 42"x42"xI5" DEEP P. GONG. PAD FOOTING AS _ NEW(2) I.'15"xa.5" G.P. 2.OE LVL DROPPED BM. _ _ 2 xb HDR 2 xb_' HDR 2"xb�' HDR I - - - - �$ DR 6.P. �x PER DETAIL 14/A-402. NEPq(2) ADDITION POUR NEW 2"xb" POST V.I.F. EXIST.FTC. AROUND EXIST. FOOTINGS IF REG.'D M NEW (2) M (2) 2"xb" x to to PAD FOOTING (V.I.F. EXIST. OR PROVIDE NEW) TO BM. POST 4 CONNECT TO BM.; I (y Q V 2.OE LVL HDR (y Q PROVIDE MIN. (4) 2"xb" KING I5 V.I.F. EXIST. I5"xI5"xl2" DEEP. P. CONC. FT6. (MIN. SIZE) OR - - - - - - - - - - PROVIDE NEW A5 REQ'.D N D- w= - NIL PROVIDE NEW AS PER DETAIL 12/A-402 AS REG.-P. NEW II.S'1 " TJI 250 `-IApp z Q.o `la- ATTAGISTUDS SHDR'S TO STUDS w/ V.I.F. EXIST. COLUMNS PROVIDE SUFFICIENT BEARING AT F.J. ® I " O.G. I w tY _x® NEW u�I I SIMPSON HU525-2 HANGERS 1515 CALVES NECK ROAD EXIST. GAP PLATES;PROVIDE NEI�I GAP PLATE IF REO.'D. Iry i \ I as, I z Q PORTICO - SOUTHOLD NY 11971 NEW 24"xl2" DEEP P. GONG. CONTINUOUS FOOTING A5 PER I� \ I -NEW (2) 2"x8" DROPPED BM� la DETAIL 5-A/401. DRILL 8 EPDXY PIN NEW FOUND. WALL k z FTC. INTO EXIST. FOUND. e FT6. WHERE FOUNDATIONS MEET. Iiy \ I DRAWING TITLE: NEW I6"xb" DEEP P. GONG. CONTINUOUS FOOTING A5 PcR / \. DETAIL 5-A/401. DRILL b EPDXY PIN NEW FOUND. WALL B / \ FT6. INTO EXIST. FOUND. 6 FTC. VyHERE FOUNDATIONS MEET. PROPOSED STRUCTURAL PLAN STEPPED FOOTING / \ 21 NEW I6"xb" DEEP P. GONG. CONTINUOUS FTC. FTC. TO STEP AS NEEDED TO ALIGN WITH EXIST. FT6.,AS / NEW (2) I."(5"x11.25" O.P. 2.OE LVL HDR PER DETAIL 10-A/402. V.I.F. EXIST. FTC. DEPTH. CONCRETE APRON 22 I. PROVIDE CONCRETE APRON SLAB TO TRANSITION PAGE: SMOOTHLY FROM SLAB EL. TO GRADE 2. APRON SLOPE SHALL BE NO STEEPER THAN 1:12 3. GROSS SLOPE MEASURED PERPENDICULAR TO TRAVEL OF APRON SHALL BE: NO STEEPER THAN h46S-102m00 (2% SLOPE) 4. BROOM FINISH TO PROVIDE SLIP-RESISTANT SURFACE TOP OF FOUND. WALL MAY BE 51•EFFED DOWN A5 22 REO.'D TO ACCOMMODATE 6ARA6E DOOR CLOSURE DATE: 0 /27/22 18 OF 21 (VERIFY DIM. IN FIELD) FROPOSED F I R5T FLOOD' 57RUGTURAL FLAN SCALE: 1/4" = I'-V SOIL BEARING CAPACITY NOTE: STRUCTURAL DESIGN OF FOOTING5 A55UME5 A 501L BEARING CAPACITY OF 1.0 TON/S.F. a D LEDGER LIFT NOTE: �Cj��'RECis►/ DESIGN ACCOMMODATES THE POSSIBILITY FOR PORTIONS W OF THE EXIST. ROOF, ALL5, d F.J. TO BE RAISED VIA A LEDGER LIFT. MEANS d METHODS OF THI5 CON5TRUGTION lr� � Q� � PRACTICE ARE NOT PART OF THESE PLANS. 7 <r �o-A e"'r 0 N •_cJ-�✓ C--,7E I ERAL. 5 I I " 50L <E I 0' 0 Q F- _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT LLJ Z O WOOD FRAME (L.G. 5TL. 04 EXISTING TO REMAIN WHEN APPLICABLE) J TA NEW WOOD FRAME (L.G. NEW FOUNDATION WALL Q W W 5TL. WHEN APPLICABLE) C w Z NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL WOOD FRAME (L.G. 5TL. ® POST FOR 4" WALL5 J J WHEN APPLICABLE) (MIN. (2) 2"x&" 5TRUCTURAL H L.) � P05T FOR 6" WALLS), U.O.N. O 0 NEW 2-HR FIRE RATED O O 0 WOOD FRAME (L.G. 5TL. (L Ln x WHEN APPLICABLE) Z d' m O < F- ' STRUCTURAL PLAN NOTES Q k J OSINGLE SPAN STRUCTURAL MEMBER: STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS PANS. PROVIDE SPLICES DIRECTLY > O ACROSS MULTIPLE 5 A Z O O ABOVE INDICATED POSTS. T-i C) O2 OUTLINE OF LOAD-BEARING WALL ABOVE (TYP) ZQ Z 5I5TERING OF EXIST. F.J.: w J N O IF EXIST. F.J. LAP LOCATION PREVENTS EXIST. F.J. FROM LL LIJ co REACHING PROP. BEAM,GUT 4 SISTER PORTION OF EXIST. ADJOINING F.J. TO EA. NEW F.J., OR PROVIDE NEW 2"x8" BLOCK,TO ENSURE FULL (2) 2"x8" THICKNESS PROVIDED 0 ® 16" O.G. FOR ENTIRE F.J. SPAN (EXGLUDE5 CANTILEVER). SIMILARLY, PROVIDE NEW 2"x8" BLOCK WHERE NO EXIST. F.J. DUE TO LOCATION OF PREVIOUS STAIR 4 CHIMNEY. OFORMER STAIR OPENING: PROVIDE NEW 2"xW F.J. ® 16" O.G. TO FRAME IN FORMER Lu STAIR OPENING cr TYPICAL LEDGER BOARD: O5 I. (1) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS 2. SECURED w/(2) 5/8" (P x 5" LONG H.D. GAL. LAO BOLTS ® 16" O.G. W 3. INSTALL H.D. GALV. JOIST HAN6ER5 BY 'SIMPSON' (OR EQUAL) 4. PROVIDE FLASHING TUCKED UNDERNEATH SIDING b BENT OVER TOP EDGE OF LEDOE:R BD. J0I5T HANGERS (STEEL FLUSH E`3EAM): Q O6 PROVIDE 51MP50N 'BA' TOP FLANGE: JOIST HANGER EACH F.J. 6 FLUSH BM. (SELECT HANGER WIDTH PER STRUCTURAL MEMBER SIZE). WELD HANGERS TO STEEL BEAM PER MANUFACTURER SPECIFICATIONS (SEE 2021 SIMPSON STRONG-TIE WOOD CONSTRUCTION CONNECTORS :'' ,.,,, PA6E5 I64-165 E BULLETIN "T-0-WELDUPLFT22)". NEW (2) L-T5" 5" 6.P. OE LVL HDR +\ NEW 5TL. COL. (TYP.): i O 3-1/2" O.D. 50H 40 5TL. COL. (A5TM AI23) BY 51M5 STEEL (OR EQUAL) ITYPICAL P. GONG. FOOTING ff YdALL CONSTRUCTION: O • (2) 2"xb" P.T. SILL PLATES w/COPPER TERMITE SHIELD I } d SILL SEAL I 1 I (` • ANCHOR BOLTS AS PER PAGE 0�003 I OPEN TO • P. GONG. FOUND. WALL AS PER DETAIL UPON BELOW ) • P. GONG. FOOTING AS PER DETAIL 1 Q / • ASPHALTIC, MASTIC DAMP PROOFING TO EXTERIOR m , • B.O. FOOTING 3'-O" BELOW GRADE MIN. _ __ __ __ „ ;p NEW MASTER e --- — -- . • I/2 EXPANSION JOINT ® PERIMET.ER OF SLAB (WHEN x I NEW (3) 2"xIO" HDR NEW (5) 2"xIO" HDR NEW (5) 2"xIO" HDR APPLICABLE) 1 cV BEDROOM I NEW (2) 2"xb" 506 S.F. • AIR ENTRAIN P. GONG. FOR PORCHES / PATIOS / m POST TO STOOPS (WHEN APPLICABLE) I CATHEDRAL I v V FLUSH BM. • MA50N TO ACCOUNT FOR FINISH :STONE ON THIN SET w - FOR HEIGHT OF ALL b SLAB (WHEN APPLICABLE) Iz I NEW (2) 2"x4" NEW W O I I POST TO CL. FLUSH BM. X ® O HOLDOWN: 1 — NEw 0 v NEW HOLDOWN 'D' AS PER PAGE 6-005 I I _ BEDROOM 2 p BEDROOM 3 p N f: 120 S.F. N-- 122 S.F. 10 BEAM POCKET (TYP.) I NEW (5) 2"xIO" HDR NEW(2) N Q w ® �~Otu NEW (2) U N NEW POST TO - u1 F = O NEW (� p TYPICAL CLOSED FOUNDATION 2 xb r z O II ® PORCHES / PATIOS: NEW (4) 2"x4" RIDGE ''w m 1 2"x8" e� _ BEDROOM 4 I. SEE NOTED DETAILS P05T STACKED HALLWAY �� _o o x _ 2. ALL HORZ. SURFACES SHALL BE PITCHED ® 1:45 AWRY BENEATH P05T TO O m m v iv Q p 244 S.F. Nld U Q FROM BUILDING RIDGE ABOVE _ _ N 1 / = x w V _ NEW (2) 2 x8 FLUSH BM. x � 3. FOR SLA55 ABUTTING FRAMING, INSTALL COPPER — _ — NEW (2) 2"x8" HDR N .� w O R x z 4 2(to FLASHING FROM 12" ABOVE AND ADJACENT TO SLAB, l ® z 1 1 I ; z O O ....,. � � I N NEW NEW NEW BED ALL FLASHING IN ASPHALTIC: MASTIC NEW NEW (2) z N cV 4. PORCH /PATIO WALLS OF SEPARATE POURS SHALL I — — — NEW (2) BUILT 2"xb" POST �j 1 1 II N GL. GL. GL. w ® N 2"x8" IN TO RIDGE v —� I 1 I I IiA �) Z — — NEW �<._.., 3 BE DOWELED w/#5 ® 8' O.G. VERTICAL TO EA. OTHER ,� I NEyj �� — �'� } � O ;. 1---- u�- 2 NEW 2 �� 31 � 4 TO MAIN FOUND. _ z WALK-IN cV L 2"x8" HDR 2"x8" HDR O13 FOUND. POSTS FOR WD. DECK I GI_ I I Q v 1 I NEW(2) ? �a i �� 3� NEW 3: 0 2 x8� NEW I WD. P.T. P05T 4 12"0 P. GONG. PIER V �j D, Q I I O x 1 ryl Z ZI WI OFFICE z Zlwl I HALLWAY NEW (2) 2"x4° U AS PER DETAIL 3/A-401. _ n) Ll IS POST TO gz O N N 1 /c-�VII 3 y NEW (2) FLUSH BM. I A ONEW 4 THK. UN-REINFORCED P. GONG. SLAB cV — 14 I 3 ® ry=~I I a 3 1 .� �I Z 2"x8" HDR BEAM SEAT w/ FOOTING z in m �— J — NEW(5) 2"xIO" HDR — _ _ _ „_ _ — " O 0 15 PROVIDE SIMPSON OLE, BEAM SEAT' CONNECTOR UPON r= IL w E �) 2 x NEW _ ? w u n u R N I I z W I BU 1�T=I N 24 x24 x18 DEEP P. GONG. PAD FOOTING AS PE wQ m NEW (2) I �.� . 00 Q VUO v • - DETAIL II/A-402. PROVIDE FLA5HIN6 AT ANY WOOD/(SONG. CONNECTIONS. — w z N 0 O O l� —z— HDR NEW (2) X ® -1 O - NEw GL• PROJECT: PAD FOOTING 2"x4" z X ® BATHROOM 5 3 NEW I6 PROVIDE 30 x30 xl8 DEEP P. CON.. PAD — — — — — POST TO :v z NEW (4) 2"x4" Z FOOTING A5 PER DETAIL 13/A-402. O FLUSH BM. BATHROOM 2 0 z u P05T STACKED PAD FOOTING RERISI BENEATH POST _— W (3) 2"xIO" HDR _NEW(3) 2"xIO" HD_ NEW (3) 2NIO" HDR „ „ TO RIDGE I7 PROVIDE 42 x42 x18 DEEP P. GONG. PAD FOOTING AS ABOVE ADDITION PER DETAIL 14/A-402. POUR NEW FTC. AROUND EXIST. FOOTINGS IF REG.'D O e< NEW 2"x8" G.T. � PAD FOOTING N.I.F. EXIST. OR PROVIDE NEW OL ® 16" O.G. 18 V.I.F. EXIST. IS"xIWxl2" DEEP. P. GONG. FT6. (MIN. SIZE) OR O ZI PROVIDE NEW AS PER DETAIL 12/A•-402 AS REG2.'D. NEW MASTER 0 V.I.F. EXIST. COLUMNS PROVIDE SUFFICIENT BEARING AT I BATHROOM I to EXIST. GAP PLATES;PROVIDE NEW CAP PLATE IF REC;Z.'D. 515 CALVES NECK ROAD SOUTHOLD NY 11971 NEW 24"xl2" DEEP P. GONG. CONTINUOUS FOOTING AS PER Bb O Iq DETAIL 8-A/401. DRILL b EPDXY PIN NEW FOUND. WALL 8 FT6. INTO EXIST. FOUND. E FT6. WHERE FOUNDATIONS MEET. DRAWING TITLE: NEW I6"x8" DEEP P. GONG. CONTIN0005 FOOTING AS PER z PROPOSED STRUCTURAL PLAN DETAIL 5-A/401. DRILL d EPDXY PIN NEW FOUND. WALL 4 �j O FTC. INTO EXIST. FOUND. 4 FTC. WHERE FOUNDATIONS MEET. U O�ll1 5TEPPED FOOTING I tu z v-z 21 NEW I6"x8 DEEP P. GONG. CONTINUOUS F76. FTC. TO STEP AS NEEDED TO ALIGN WITH EXIST. FT6.,AS _— x -r U PER DETAIL 10-A/402. V.I.F. EXIST. FT6. DEPTH. CONCRETE APRON 22 I. PROVIDE CONCRETE APRON SLAB TO TRANSITION PAGE: SMOOTHLY FROM SLAB EL. TO 6RADE 2. APRON SLOPE SHALL BE NO STEEPER THAN 1:12 3. OR055 SLOPE MEASURED PERPENDICULAR TO TRAVEL OF APRON SHALL BE NO STEEPER THAN 1:48S-103MOO (2% SLOPE) 4. BROOM FINISH TO PROVIDE SLIP-RESISTANT SURFACE 22 TOP OF FOUND. WALL MAY BE STEPPED DOWN AS DATE: 04/27/22 19 OF 21 RE .D TO ACCOMMODATE GARAGE DOOR CLOS5 C� URE (VERIFY DIM. IN FIELD) PROPOSED SEC-.ONE FLOOR 57RUCTURAL PLAN 50ALE: 1/4" = I'-oil SOIL BEARING CAPACITY NOTE_ STRUCTURAL DESIGN OF FOOTINGS A55UMF-S A 501L BEARING CAPACITY OF 1.0 TON/S.F. 9,ED qR�, LEDGER LIFT NOTE: DESIGN ACCOMMODATES THE POSSIBILITY FOR PORTIONS OF THE EXIST. ROOF,WALLS, d F.J. TO BE RAISED VIA A LEDGER LIFT. MEANS $ METHODS OF THI5 CONSTRUCTION Y � PRACTICE ARE NOT PART OF THESE PLANS. c` r� �' NE GENERAL 5)00"M50L <E"'�r : a _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT HOOD Z O WOOD FRAME (L.G. STL. EXISTING TO REMAIN WHEN APPLICABLE) J ' W NEW FOUNDATION WALL Q W NEW WOOD FRAME (L.C�. C Lu >. 57L. WHEN APPL I GABLI°) = Z NEW I-HR FIRE RATED ® MIN. (2) 2"x4" 57RU07URAL J = Z WOOD FRAME (L.G. 57L. P057 FOR 4" WALL5 WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL J F- LO � P057 FOR b" WALL5), U.O.N. b) O NEW 2-HR FIRE RATED O p Q WOOD FRAME (L.G. 57L. 0- LA w WHEN APPLICABLE) Z d' m O H � 5TRU07URAL PLAN NOTE5 Q W J 51NOLE SPAN STRUCTURAL MEMBER: J 00 O STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS > It O ACRO55 MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY Z O (D ABOVE INDICATED POSTS. TA vj O O2 OUTLINE OF LOAD-BEARING WALL ABOVE (TYP) Z >� 4 Q Z r-I 515TERING OF EXIST. F.J.: (Y J N O IF EXIST. F.J. LAP LOCATION PREVENTS EXIST. F.J. FROM LL W O REAGHIN6 PROP. BEAM,GUT S SISTER PORTION OF EXIST. ADJOINING F.J. TO EA. NEW F.J., OR PROVIDE NEW 2"x8" N = Lo BLOCK, TO ENSURE FULL (2) 2"x8" THICKNESS PROVIDED ® lb" O.G. FOR ENTIRE F.J. SPAN (EXCLUDES CANTILEVER). e-I J O SIMILARLY, PROVIDE NEW 2"x5" BLOCK WHERE NO EXIST. F.J. DUE TO LOCATION OF PREVIOUS STAIR 6 CHIMNEY. O FORMER STAIR OPENING: PROVIDE NEW 2"x8" F.J. ® 16" O.G. TO FRAME IN FORMER W STAIR OPENING TYPICAL LEDGER BOARD: O5 I. (1) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS 2. SECURED w/ (2) 5/8" 0 x 5" LONG H.D. GAL. LAO Lu V BOLTS ® 16" O.G. E 5. INSTALL H.D. 6ALV. J015T HAN6ER5 BY '51MPSON' U (OR EQUAL) - - - - - - - - - - - - - - - FE 4. PROVIDE FLASHING TUCKED UNDERNEATH 51DINO BENT OVER TOP EDGE OF LEPOE:R BD. JOIST HANGERS (STEEL FLUSH BEAM): O6 PROVIDE SIMP5ON 'BA' TOP FLANGE'_ J015T HANGER ® Ilu EACH F.J. 4 FLUSH BM. (SELECT HANGER WIDTH PER IILIL STRUCTURAL MEMBER SIZE). WELD HANGERS TO STEEL BEAM PER MANUFACTURER 5PEGIFIC:ATION5 (SEE 2021 m _ _ _ _ _ _ _ _ _ _ _ _ m 0 SIMPSON 5TRON6-TIE WOOD CONSTRUCTION CONNECTORS F PA6E5 164-165 d BULLETIN "T-C-WELDUPLFT22)". �12:12�PITCH NE (-2) V W( o_ - - - _ W - - - - - - 2" 05TNEW STL. COL. (TYP.): O R.R. m NEW (2) 2"x8" w/ 12:12 TO RIDGEIL (OR EQUAL) I ® QO O GH 40 STL. COL. (ASTM AI23) BY 51MB STEEL NEDom.. I Qi p0 I I 12:IPITCH I I ,�r mz wN TYPICAL P. GONG. FOOTING 4 kgALL CONSTRUCTION: I I 6:12 PITCH t�t a p ID OIL • (2) 2 xb P.T. SILL PLATES w/COPPER TERMITE 5HIEL7 p N X p� N • ANCHOR BOLTS AS PER PAGE 0-003 I I 4 BILL SEAL DORMER lu -Ktu • P. GONG. FOUND. ALL AS PER DETAIL UPON I O ❑ tu�W • P. GONG. FOOTING AS PER DETAIL I N t j zU B 8 • ASPHALT10 MASTIC DAMP PROOMNOTOEXTERIOR O L - u QQ - - -_ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I - - • B.O. FOOTIN63'-0" BELOW6RADEMIN. I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - • 1/211 EXPANSION 0 0 APPLICABLE) ® Ib" O.G. I Q • AIR ENTRAIN P. GONG. FOR PORCHES /PA7I05 3i 5TOOP5 (WHEN APPLICABLE) • MA50N TO ACCOUNT FOR FIN15H STONE ON THIN SET r, I U I ry ry FOR HEIGHT OF WALL 8 SLAB M-IEN APPLICABLE) I I DORMER 12:12 PITCH d� o!a HOEDOWN: � NEW (2) i.'15"x"1.25" G.P. x OLIO * O HOLDOWN 'D' AS PER PAGE 6-005 I I 6:12 PITCH 2.OE LVL R.R. �? _ p a _ V F a _ v v p U (SUPPORTING WALL B Q x 0 Q dJ O 0 dJ O Q O 0 BENEATH :12 PITCH R.R) I tV - 0 IX oL O _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ t_v N � N p N � c_v p iv `fl 0 cv N� ivy t_v I NEG (2 _DRo.R. w/ 12�1j2 r _ _ - - - - - - - - - - - - - - - ci N ® N� ui p ® ui p 3 ® p ui c�v� 3 ® tV to BEAM POCKET (TYP.) ^-�' I - tx tu z SIT TYPICAL OL05EP FOUNDATION O! OC �F NEW (2) 2"x4" POST �►_ II ® PORCHES / PATIOS: V R V v TO RIDGE FROM O- i N t= V ~ = v FLUSH BM. BELOW I. SEE NOTED DETAILS �O L 0 D 0 V.I.F. EXIST (2) NEW (2) 2"x4" P05T 2. ALL HORZ. SURFACES SHALL BE PITCHED 0 1:45 AWAY I I NEW 2 xe, R.R. nk N x = N x= 2"xb" POST TO TO RIDGE FROM FROM BUILDING ® Ib' O.G. z N - iN - RIDGE;PROVID; FLUSH BM. BELOW NEW T RIP POST TO RIDGE NEW IF REG2.'D 3. FOR SLABS ABUTTING FRAMING, INSTALL COPPER I [ _ _ _ _ _ _ _ ❑ 2� C _ _ EXIST. 2"xl0" EXIST. 2"xl0" RIDGE NEW 2"xl0" RIDGE FLASHING FROM 12" ABOVE AND ADJACENT TO SLAB, BED ALL FLASHING IN ASPHALTIC: MASTIC ) R DG 4. PORCH /PATIO WALLS OF SEPARATE POUR5 SHALL NEW (4) 2"x4" NEW (2) 2"xl0" RIDGE w/ NEW (2) 2"x10" RIDGE � N BE DOWELED w/#5 ® 5" O.G. VERTICAL TO EA. OTHER I I POST TO RIDGE z I I I BOLT RID6E5 TOGETHER w/2"xl0"� I I W SIMP50N BA210 HANGER Z d TO MAIN FOUND. I = p NEW (2) Qi Q% RID MIN.�8 OVERLARDS AS AP O� RNSURE 13 FOUND. 4 P05T5 FOR WD. PECK:: I N I 2TO DOE tY v OL V I I I 0 12:12 PITCH TO RIDGE = N N J U WD. P.T. POST B 12"0 P. GONG. PIER m m N N V Y = V � O AS PER DETAIL 3/A-401. CXt 14 NEW 4" THK. UN-REINFORCED P. GONG. SLAB �� J s ® " 3 ® I 3I 4. NEW (2) 2"x4" PO5T5 w ( rri Q X O d 0 dJ O t- d, O ~ w O d) O a BEAM SEAT W FOOTING I TO RIDGES FROM z I - _ 15 FLUSH BEAMS BELOW J � (- - - - - - -J N N`fl �4p cv O NOD N O x �o O c_v p X �D PROVIDE SIMPSON OLD BEAM SEAT CONNECTOR UPON I (V _ dJ X _ I tii 24"x24"xlW DEEP P. GONG. PAD FOOTING AS PER I N N ® NID p ® p 3 ® p +� x O ► ® N I I Q DETAIL II/A-402. NEW (2) I.-15"x7.25" 6.P. I w N NIA PROVIDE FLASHING AT ANY WOOD/'GONG. CONNECTIONS. I 2.OE LVL R.R. 8 I 1 (SUPPORTING WALL I I � I �� I I PROJECT: BENEATH 5:12 PITCH R.R) ��j %j z t= PAD FOOTING OI6 PROVIDE 30"x30"xl8" DEEP P. GONG. PAD C - - - - - - - X V0 U L o FOOTING AS PER DETAIL 13/A-402. NEW (4) z'O.D O_ I I " " _ NEW 2 x6 2"x4" POST 12:12 PITCH x N R.R. ® I6" O.G. I R E R I S PADVIDE 42NG I TO RIDOE5 N® _ - - - - - - - - - - I, PROVIDE 42"x42"xl8" DEEP P. GONG. PAD FOOTING AS I I w0 - - - - - - - - - - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ �� ADDITION PER DETAIL 14/A-402. I - - - - - - - - - - - FOUR NEW FT6. AROUND EXIST. FOOTINC75 IF REO.'D I p B t Ell PAD FOOTING lV I F EXIST OR PROVIDE NEW I o OIS V.I.F. EXIST. 18"xI5"xl2" DEEP. P. GONG. FT6. (MIN. SIZE) OR I ry MIS. PROVIDE NEW AS PER DETAIL 12/A,-402 A5 REO.'D.V.I.F. EXIST. COLUMNS PROVIDE SUFFICIENT BEARING AT p3:12 PITCH +� z IBIS CALVES NECK ROAD ry UEXIST. GAP PLATES;PROVIDE NEW GAP PLATE IF REO.D. NEW 2 x8' R.R. NEW 2'x8 R.R. I �`` SOUTHOLD NY11971 NEW 24"xl2" DEEP P. GONG. CONTINUOUS FOOTING AS PER DETAIL 8-A/401. DRILL a EPDXY PIN NEW FOUND. WALL 8Ix J FT6. INTO EXIST. FOUND. 8 FT6. WHERE FOUNDATIONS MEET. I r e DRAWING TITLE: NEW I6"x8" DEEP P. GONG. CONTINUOUS FOOTING AS PER I N DETAIL 5-A/401. DRILL a EPDXY PIN NEW WA LL ALL b I I 12:12 PITCH z I PROPOSED STRUCTURAL PLAN FT6. INTO EXIST. FOUND. 8 FT6. WHERE FOUNDATIONS MEET NEW (2) i I �� 5TEPPED FOOTING I 21 NEW I6"x8" DEEP P. GONG. CONTINUOUS FT6. - - - 2"x6" POST FT6. TO STEP AS NEEDED TO ALIGN WITH EXIST. FT6., AS I TO RIDGE4-PER DETAIL 10-A/402. V.I.F. EXIST. FT6. DEPTH. Ell L_ - - - f Ell CONCRETE APRON 22 I. PROVIDE CONCRETE APRON SLAB TO TRANSITION PAGE: SMOOTHLY FROM SLAB EL. TO GRADE 2. APRON SLOPE SHALL BE NO STEEPER THAN 1:12 3. GROSS SLOPE MEASURED PERPENDICULAR TO TRAVEL OF APRON SHALL BE NO STEEPER THAN 1:48 S-10 moo (2% SLOPE) 4. BROOM FIN15H TO PROVIDE BLIP-RES157ANT SURFACE TOP OF FOUND. WALL MAY BE STEPPED DOWN AS 22 REO.V TO ACCOMMODATE GARAGE DOOR CLOSURE DATE: o /27/22 20 OF 2 (VERIFY DIM. IN FIELD) 1 SOIL BEARING CAPACITY NOTE: FROPOSE ROOF FRAM I I O FLAN STRUCTURAL PE51ON OF FOOTINGS ASSUMES A BOIL BEARING CAPACITY OF 1.0 TON/5-F. 50ALE: 1/4" = 1'-0" D ARC, /T LEDGER LIFT NOTE: DE51ON ACCOMMODATES THE POSSIBILITY FOR PORTIONS OF THE EXIST. ROOF, WALL5, d F.J. TO BE RAISED VIA A LEDGER LIFT. MEANS $ METHODS OF THIS CONSTRUCTION PRACTICE ARE NOT PART OF THESE PLANS. r 0374 FOF NEB Q U W N J F- ri Q W >- � F- Z o Z 4" FRESH AIR VENT ,J J O I L THROUGH ROOF H Lo R Cc 0) o o o O Q z � m I I 1 � p Q w - J .J 00 LAUNDRY I BATHROOM 3 BATHROOM 2 I MASTER BATH Z 0 --�--T---- ----,- o ° -----i---r- I 2 I 12 Z }' 4 O -- 2 1 ,.I 2"j 1 1 1 1 2 i 2 j Q Z Q 1 I IL 1 2 1 1 I 1 1 1 1 1 I I PROVIDE "ABE500 FP2OO FR J N zO 1 2 I I I j 2 1 1 1 1 1 1 2 j 2 EXPANDING FOAM" (OR EQUAL) L1' W Cfl I I I I I 1 RATAED WALLSTRAANTDONS IN FIRE r- = to W.�. I W.O. W.O. I I " I 1- II 1 I I I- " I CONFORMS ITO ASTM E 614,PRODUCT X-q -i o 2 ISHOWER I I- I TUB I I I t- I iUS SH WER ASTM E 84,AND UL 14-7q WASHER 2 3, t 3" 2 � O. W HALF BATH KITCHEN 2„ --- --- SUNROOM NOTE` m ALL PLUMBING WORK SHALL CONFORM TO F- r-- )--- I--_-- I LOCAL PLUMBING CODE W O 2"1 „1 12 1 2111 U~i 2 3 OUT i NET BAR ASEAN REOV V u- I PROVIDE F.A.I. Q DW G.O. 3 1 G.O. BASEMENT I G.O. BATHROOM 4 1 411 70 -1 4" HOUSE - r 1 2, I MAIN DRAIN i I r - 2"1 2,1I 1 2" LAUNDRY 2 'T 11 TO SEPTIC 1 I I I SYSTEM 2" I 1 1 < i 1 I [211ISHOWER I- I WASHER S.P. FLUME I NC RISER - DRAIN / NASTE / TNT SCALE: NTS z w O U LL. O O rI/2HWAIR HAND. AIR HAND. Q AIR QO HAND. AIR HAND. I PROJECT: I I RERISI UNDRY I BATHROOM 3 BATHROOM 2 MASTER BATH NOTE: ADDITION 1 ALL PLUMBING WORK SHALL CONFORM TO NOTE: O Q4 Q4 LOCAL PLUMBING CODE a LAUNDRY I MASTER BEDROOM ALL PLUMBING d I I I I O GA5 FIREPLACE FUEL GAS WORK p O SHALL CONFORM I I :� I I :� I :� I :� Q p: I I 3 1 I I I I I I p� iL TO LOCAL o �°oa boa 1 I �°oa I PLUMBING CODE 4 1515 CALVES NECK ROAD w L= I �1 I� I �� W.G. I k)xt ! 3I �� W.G. = W.G. _ I KI V KI I� 31 Q LEGEND FUEL GA5 N T- I = 1 v T1 z1 �1 .0 HOT WATER ° IFY SOUTHOLD NY 11971 I � NI :� m I Nry1 �ry SHOWER NI �� m m ryl �� NI �� NI �ry nI �ry SHOWER -------I SUPPLY VERw MANU.I I- I -I I- -1 1- 1 TUB _ PING PENETRATIONS: TER ry m 1..I PROVIDE "ABESGO FP2O0 FR SUPPLYWA DRYER - EXPANDING FOAM" (OR EOUAL) TITLE: AT ALL PENETRATIONS AT WALLS I AND FLOORS/CEILINGS. PLUMBING RISER DIAGRAMS I I 2.PRODUCT CONFORMS TO ASTM E HALF BATH KITCHEN SUNROOM I I PROVIDE 'ABEAM" FP2"O 514,ASTM E 54, AND UL I4-1q EXPANDING FOAM (OR EQUAALL) GAS RISER DIAGRAM I j AT ALL PENETRATIONS IN FIRE I RATED WALLS AND DINING ROOM / KITCHEN GREAT ROOM FLOORS/CEILINGS. PRODUCT °(3 1 CONFORMS TO ASTM E V 4, p/ LIVING ROOM IL 1 Q4 1 WET BAR ASTM E &4, AND UL 14-761 00 OAS FIREPLACE i 7 i i i Q I Ll- OAS PAGE: a I 1 i ILF- IGNITION I i� v 1 1 v W.G. XI Iv 31 A) I ONLY IL IcV I j VERIFY SIZE RAN VERIFY SIZE VENT V-101moo DW I 1\ I w/MANU. GE w/MANU. ---- - - - -- �1J mX 1:t m m REGULATOR I GENERATOR 13 I CONNECT TO 1 1 ( � POOL o I I N 1=U EXIST. WATER XI I� I 1 HEATER GA5 SUPPLY DATE: 04/27/22 21 OF 21 I N I SUPPLY SYSTEM 1 .v n 1 I I BASEMENT TO STREET W TO GAS - i rATER MAIN I j 1 I BATHROOM 41 1 1- 1 + x I � j I � LAUNDRY 2 i VERIFY SIZE LAUNDRY 2 MECHANICAL m MAIN IU I I I W/MANU. z = 6< ba HUNO S��RED IU c�vll,b4 W.G. U6<1 ry BOILER `^ AIR SHOWER m yrASH)=R HANDLER AIR HAND DRYER - � (p FLU1'IIII451 NC RISER - SUFFLY CAS RISER - SUFFL1' �°F "�'�� 5GALE: NTS 50ALE: NTS