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48566-Z
oo�OgHFFOLkIpGy Town of Southold 1/29/2024 ^ P.O.Box 1179 o _ 53095 Main Rd y�01 �ao�Y Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44906 Date: 1/27/2024 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 3705 Bay Shore Rd., Greenport SCTM#: 473889 Sec/Block/Lot: 53.-6-16 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/26/2022 pursuant to which Building Permit No. 48566 dated 12/7/2022 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 front covered porch and rear covered porch as applied for per ZBA#7691 dated 8/18/2022. The certificate is issued to Bradford,Douglas of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-21-1789 11/22/2023 ELECTRICAL CERTIFICATE NO. 48566 11/2/2023 PLUMBERS CERTIFICATION DATED 8/28/2023 e,,,RichN Cannarehla th riz Signature �o�SUFFo�,r�o TOWN OF SOUTHOLD oy BUILDING DEPARTMENT TOWN CLERK'S OFFICE "o • � � SOUTHOLD, NY BUILDING.PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 48566 Date: 12/7/2022 Permission is hereby granted to: Bradford, Douglas 3705 Bayshore Rd Greenport, NY 11944 To: Demolish, as per Town Code definition, and construct additions and alterations to an existing single familly dwelling as applied for per DEC non jurisdiction letter, Trustees, ZBA and SCHD approvals. At premises located at: -_ 3705 Bay Shore Rd., Greenport SCTM # 473889 Sec/Block/Lot# 53.-6-16 Pursuant to application dated 9/26/2022 and approved by the Building Inspector. To expire on 6/7/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,190.40 CO-RESIDENTIAL $50.00 Total: $1,240.40 Building Inspector *pF SO!/r�ol Town Hall Annex Telephone(631)765-1802 54375 Main Road CAV P.O.Box 1179 �Q sean.devlina-town.southold.ny.us Southold,NY 11971-0959 O -mUNT`I,Nc� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Douglas Bradford Address: 3705 Bay Shore Rd city,Greenport st: NY zip: 11944 Building Permit#: 48566 section: 53 Block: 6 Lot: 16 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: 390 Operating Group License No: 35594ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph X Heat Duplec Recpt 67 Ceiling Fixtures 7 Bath Exhaust Fan 3 Service 3 ph Hot Water GFCI Recpt 4 Wall Fixtures 5 Smoke Detectors 4 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 66 CO2 Detectors Sub Panel A/C Blower 2 Range Recpt Ceiling Fan 7 Combo Smoke/CO 2 Transfer Switch UC Lights Dryer Recpt 30A Emergency Strobe Heat Detectors Disconnect Switches 4$ Cooktop GaS Exit Fixtures [I Sump Pump [I Other Equipment: Fridge, Double Oven, DW, Micro, Hood, Cooktop, W/D, 200A Panel 40 Circuit/ 36 Used Notes: Two Story No Basement Inspector Signature: Date: November 2, 2023 S.Devlin-Cert Electrical Compliance Form.xls $0 Town Hall Annex Telephone(631)765-IBM 54375 1 Main Road CA Pax(631)70-9502 P.G.,Box 1179 Southold.NY 11971-0959 BUILDING DIEPARTUMM TOWN OF SOUMOLD \V'x JAN 2 9 2024 C-ERTIFICATION Date-- --A,, 6 25, Building Permit No. Owner.--,Douq BraJ Ford (PlWjePnlN Plumber�v-a AOLP (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead �LJ{Plumbers Signature) Sworn to before me this day of . 20_0 Trail L.PladKinslki Notary Public.State of NOW York No.OIPL6427153 Qualified in Suffolk County My Commission Expires IWO120-11 Notary Public,c County 71/ laF SOUIyo`o # * TOWN OF SOUTHOLD BUILDING DEPT. cooNn,N�' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL �i [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: -�S/ 0 Iq I <4 &6(v lq,cl �( DATE I� 'yDY''7 INSPECTOR VIL) - ho�aOF SOUTyO� �e S r/�p 7`� # # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] 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: DATE INSPECTOR - d OF SOUlyolo * # TOWN OF SOUTHOLD BUILDING DEPT. 631-766-1802 INSPEC ION [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: o )v DATE INSPECTOR llrrIJ �aOF SOGIyO # # TOWN OF SOUTHOLD BUILDING DEPT. Comm, 631-765-1 SO2 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] ULATION/C/A' ULKING [ ] FRAMING/STRAPPING [ FINAL„�Obw/ A//W [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATI II-- [ ] PRE C/O [ ] RENTAL REMARKS: fllTg& ffit�r 1 e y Fov abyh ��lvl*m . t� �'• yat�vf Cell ` o�- bvvv �t ?.vvvc4 6�"� S i% _ fow/� w� INlvh�iS8vvt t, DATE et eV INSPECTOR OF SOUIyo� Ll (O # * TOWN OF SOUTHOLD BUILDING D PT. 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: O DATE Z- INSPECTOR AM P Architecture Address:10200 Main Road,Unit3A,Mattituck NY11952 Phone:(516)214-0160 Design + Build November11th,2023 Bradford Residence 3705 Bayshore Road Green port NY 11944 Tax map#1000-053.00-06.00-016.000 To Whom It May Concern. Based on my inspection at the above address the foundations,framing,strapping,insulation and air sealingwere installed per the architectural plans and meet NYS Building Code. Please contact our office if you have any questions. Thank you, Anthony Portillo, RA,LEED AP TOWN OF SOUTHOLD BUILD114Go Dgo?A 9TMENT Southold,N.Y. 11971 r, ,7,'T, j Page 1 of 1 JAN 2 2 2024 s.-;;�;.^.�;�?gin-�..•�1��i:' 4R4 .44'. .2 Buildin Envelo e, and Duct Ti ht . s 1o1+23g P g ��2018 MCC as amended by the 2020 New York State Supplement,sections and R403.3.4 mere Address of Test 3705 Bay Shore Road,Greenport,NY 11944 Test Dat—d t' O/30/2023 Building Permit#: 48566 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 ❑Conditioned Crawl Space 1St 1136 10222 Sealed Attic 2nd 1340 13534 *The conditioned floor area of dwelling is calculated in 3'd accordance with ANSI Z765,except that conditioned floor Attic 7899 area ind es areas where the ceiling height is less than 5 Total Volume 31655 ft CFM @50 pa 1361 Air changes/hr@50 a .58 Code Compliance: Pass Duct Tightness: Post Construction Test-Total Duct Leakage System-1: Within Condition Space � Duct Location Conditioned Space-- Floor Area Leakage CFM @ 25pa N/A CFM/100 ft2 CFA N/A Code Compliance: Exempt System-2: Within Condition Space j Duct Location Conditioned Space Floor Area Leakage CFM @ 25pa N/A CFW100 ft2 CFA N/A Code Compliance: Exempt - --System-3: - - Duct Location Floor Area Leakage CFM @ 25pa CFM/100 ft2 CFA Code Compliance: All building envelope tightness testing h'as been,ve;ified,using instruments and procedures specified in ASTM E1827 as required by 2018 IECC as amended by the 2020 New York State Supplement,section R402.4.1.2.The building duct and plenum system has been verified as required by the 2018 IECC;as amerided;by 2020�New York State Supplement,Section R403.3.4. ...�. Signature: '! -L Date: 10/30/2023 i Christophek..Sjvia,Home.Energy Solutions I sJo�: �70�a � o Road Load Short Form 1-1 OF-tit E E N E RG t' Date: Novembe 23 «� N ENTIRE HOUSE 1 y� 2��TeEnergyj olutions — ,.wy Home Energy Solutions DEC 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com eR�.r ray Project • • For: 3705 Bayshore Road, Greenport, NY 11944 Design Information Htg Cig Infiltration Outside db ff) 15 82 Method Simplified Inside db(°F) 70 75 Construction quality Tight Design TD(°F) 55 7 Fireplaces 1 (Average) Daily range - L ' Inside humidity(%) 40 50 Moisture difference(gr/lb) 34 37 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Cig load Htg AVF Cig AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) AHU1 1150 18090 16047 800 800 AHU2 1345 20278 15964 800 800 ENTIRE HOUSE 2495 38369 32011 1600 1600 Other equip loads 5175 673 Equip. @ 1.00 RSM 32684 Latent cooling 5898 TOTALS I 2495 I 43544 I 38581 I 1600 I 1600 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 4 W1lgtlt^a0 " 2023-Nov-02 15:03:50 Right-Suite®Universal 2023 23.0.01 RSU25299 Page 1 ACCA ...705 Bayshore Road\3705 Bayshore Road ManJSD.rup talc=MJ8 House Front faces: W Load Short Form Job: 3705 Bayshore Road Ft 1`,1 E ENERGY Date: November 1,2023 s 6 l V I I—ON 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:home-energysolutions.com Project Information For: \ 3705 Bayshore Road, Greenport, NY 11944 Design Information Htg Clg Infiltration Outside db (°F) 15 82 Method Simplified Inside db(°F) 70 75 Construction quality Tight Design TD(°F) 55 7 Fireplaces 1 (Average) Daily range - L Inside humidity(%) 40 50 Moisture difference(gr/lb) 34 37 HEATING EQUIPMENT COOLING EQUIPMENT Make Burnham Make Rheem Trade H2O COIL Trade RHEEM Model MPO-IQ189B+H2O-1-1218 at 18OF Cond RA1624AJlNA AHRI ref 204170380 Coil RH1T2417STANAA AHRI ref 7940891 Efficiency 87 AFUE Efficiency 13.0 EER, 16 SEER Heating input 160000 Btuh Sensible cooling 16800 Btuh Heating output 28300 Btuh Latent cooling 7200 Btuh Temperature rise 32 °F Total cooling 24000 Btuh Actual air flow 800 cfm Actual air flow 800 cfm Air flow factor 0.044 cfm/Btuh Air flow factor 0.050 cfm/Btuh Static pressure 0.70 in H2O Static pressure 0.70 in H2O Space thermostat Load sensible heat ratio 0.82 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) BATHROOM 1 63 1357 777 60 39 BEDROOM 1 154 2556 2058 113 103 LIVING AREA 867 13386 13096 592 653 WIC 1 66 791 117 35 6 AHU1 1150 18090 16047 800 800 Other equip loads 2985 2094 Equip. @ 1.00 RSM 18142 Latent cooling 4031 TOTALS I 1150 I 21075 I 22172 I 800 I 800 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. " Wrlght5oft- 2023-Nov-0215:03:50 _...,,� Right-Suite@ Universal202323.0.01 RSU25299 Paget ACCP% ...705 Bayshore Road13705 Bayshore Road ManJSD.rup Calc=MA House Front faces: W Load Short Form Job: 3705 Bayshore Road I��NJ E E,E tt c Y Date: November 1,2023 I 1 0 K= AHU2 By: Home Energy Solutions Home Energy Solutions 167 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energyselutions.com Project Information For: 3705 Bayshore Road, Greenport, NY 11944 Design Information Htg Clg Infiltration Outside db (°F) 15 82 Method Simplified Inside db(°F) 70 75 Construction quality Tight Design TD ff) 55 7 Fireplaces 1 (Average) Daily range - L Inside humidity(%) 40 50 Moisture difference(gr/lb) 34 37 HEATING EQUIPMENT COOLING EQUIPMENT Make Burnham Make Rheem Trade H2O COIL Trade RHEEM Model MPO-IQ189B+ H2O-1-1218 at 140F Cond RA1624AJl NA AHRI ref 204170380 Coil RH 1 T2417STANAA AHRI ref 7940891 Efficiency 87 AFUE Efficiency 13.0 EER, 16 SEER Heating input 160000 Btuh Sensible cooling 16800 Btuh Heating output 28300 Btuh Latent cooling 7200 Btuh Temperature rise 32 °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 0.050 cfm/Btuh Static pressure 0.70 in H2O Static pressure 0.70 in H2O Space thermostat Load sensible heat ratio 0.82 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) BATH 2 87 983 210 39 11 BATH 3 74 806 756 32 38 BEDROOM 2 307 5124 4334 202 217 BEDROOM 3 219 4142 4182 163 210 DEN 320 4252 3445 168 173 FAMILY/GYM 299 4973 3038 196 152 WIC 2 40 0 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft" 2023-Nov-0215:03:50 �4 .�,<..•1,,...�.d,,..q<-.. ' Right-Suite®Universal 2023 23.0.01 RSU25299 Page 3 /�CA ...705 Bayshore Road\3705 Bayshore Road ManJSD.rup Calc=MA House Front faces: W AHU2 1345 20278 15964 800 800 Other equip loads 2190 1991 Equip. @ 1.00 RSM 17955 Latent cooling 4006 TOTALS i 1345 I 22469 I 21961 I 800 i 800 l 1 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft" 2023-Nov-0215:03:50 Rig ht-Suite®Universal 2023 23.0.01 RSU25299 Page 4 �iC�1 ...705 Bayshore Road\3705 Bayshore Road ManJSD.rup Calc=MJ8 House Front faces: W 1 1 1 ST FLOOR 163 cfm WIC 1 163 cfm ® LIVING AREA ® 35 cfm ® ® 113 cfm 163 cfm 163 cfm BEDROOM 1 y 60 cfm BATHROOM 1 Mechanical Legend ..._...... .:................................... J....._......_..._.._.____............................ Sheet Metal Supply Trunk - - ........-----......_.__...... - ---._...._._...._.__._._._.......- -- IT-- - - - - -=' 1 Sheet Metal Return Trunk Flex Duct �._ Supply Grille/Register _ IGrille/RegisterAbove__ Wall Grille/Register Job#: 3705 Bayshore Road Home Energy Solutions Scale: 1 : 80 Performed by Home Energy Solutions fo Page 1 3705 Bayshore Road 187 E Main St RightSuite®Universal 2023 Greenport,NY 11944 Huntington,NY 11743 23.0.01 RSU25299 Phone:631-673-0664 2023-Nov-02 15:04:11 home-energysolutions.com gdlamay3@gmail.com ...ad\3705 Bayshore Road ManJSD.ru 2ND FLOOR BEDROOM 2 105 cfm 105 cfm 7 71, 109 cfm 109 cfm 7 7-1 BEDROOM 3 WIC 2 8 91, IE10" 10,8 9. 41 14 7 BATH 2 18 8 127 98 cfm 5 16 7 38 cfm 86 cfm 86 cfm BATH 3 5 98 cfm DEN FAMILY/ GYM 800 cfm 396 cfm Mechanical Legend ................................. ...................................... Sheet Metal Supply Trunk - - - - - - - -j Sheet Metal Return Trunk �j Flex Duct Supply Grille/Register Grille/Register Above Wall Grille/Register Job#: 3705 Bayshore Road Home Energy Solutions Scale: 1 80 Performed by Home Energy Solutions fo Page 2 3705 Bayshore Road 187 E Main St Right-Suite@ Universal 2023 Greenport,NY 11944 Huntington,NY 11743 23.0.01 RSU25299 Phone:631-673-0664 2023-Nov-02 15:04:13 home-energysolutions.com gdlamay3@gmaii.com ...ad\3705 Bayshore Road ManJSD.ruj Manual S Compliance Report Job: 3705 Bayshore Road H(Rh1 E ENERGY Date: November 1,2023 >L if<'1 0 •� 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:home-energysolutions.com Project Information For: 3705 Bayshore Road, Greenport, NY 11944 Cooling Equipment Design Conditions Outdoor design DB: 82.2°F Sensible gain: 18142 Btuh Entering coil DB: 78.0'F Outdoor design WB: 72.0°F Latent gain: 4031 Btuh Entering coil WB: 64.4°F Indoor design DB: 75.0°F Total gain: 22172 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 94%of load Latent capacity: 5800 Btuh 144%of load Total capacity: 22800 Btuh 103%of load SHR: 75% Heating. Equipment Design Conditions Outdoor design DB: 14.6°F Heat loss: 21075 Btuh Entering coil DB: 66.0°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Oil boiler Manufacturer: Burnham Model: MPO-IQ189B+ H2O-1-1218 at 180F Actual airflow: 800 cfm Output capacity: 28300 Btuh 134%of load Meets all requirements of ACCA Manual S. wrtglrotaoft 2023-Nov-02 15:03:50 o` _..�..., Right-SuiteO Universal 202323.0.01 RSU25299 Page 04CCA ...705 Bayshore Road\3705 Bayshore Road ManJSD.rup Calc=MA House Front faces: W Manual S Compliance Report Job: 3705 Bayshore Road H,lA9 E ENERGY Date: November 1,2023 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 Information For: 3705 Bayshore Road, Greenport, NY 11944 J cool-ing Equipment Design Conditions Outdoor design DB: 82.2°F Sensible gain: 17955 Btuh Entering coil DB: 77.4°F Outdoor design WB: 72.0°F Latent gain: 4006 Btuh Entering coil WB: 64.VF Indoor design DB: 75.0°F Total gain: 21961 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 95%of load Latent capacity: 5800 Btuh 145%of load Total capacity: 22800 Btuh 104%of load SHR: 75% Heating Equipment, Design Conditions Outdoor design DB: 14.6°F Heat loss: 22469 Btuh Entering coil DB: 67.2°F Indoor design DB: 70.07 Manufacturer's Performance Data at Actual Design Conditions Equipment type: Oil boiler Manufacturer: Burnham Model: MPO-IQ189B+H2O-1-1218 at 140F Actual airflow: 800 cfm Output capacity: 28300 Btuh 126%of load Meets all requirements of ACCA Manual S. a -4,- wrightsoft- 2023-Nov-0215:03:50 Right-Suite®Universal 2023 23.0.01 RSU25299 Page 2 705 Bayshore Road\3705 Bayshore Road ManJSD.rup Calc=MJ8 House Front faces: W Duct System Summary Job: 3705 Bayshore Road Ei Q'M E ENERGY Date: November 1,2023 sc7 t L'!kk o`1 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:home-energysolutions.com Project • • For: 3705 Bayshore Road, Greenport, NY 11944 Heating Cooling External static pressure 0.70 in H2O 0.70 in H2O Pressure losses 0.29 in H2O 0.29 in H2O Available static pressure 0.41 in H2O 0.41 in H2O Supply/return available pressure 0.284/0.126 in H2O 0.284/0.126 in H2O Lowest friction rate 0.172 in/100ft 0.172 in/100ft Actual air flow 800 cfm 800 cfm Total effective length(TEL) 238 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 BATHROOM 1 h 1357 60 39 0.172 5.0 Ox 0 VIFx 15.0 150.0 st1 BEDROOM 1 h 2556 113 103 0.188 7.0 Ox 0 VIFx 6.5 145.0 SO LIVINGAREA c 3274 148 163 0.184 8.0 Ox0 VIFx 14.3 140.0 St1 LIVING AREA-A c 3274 148 163 0.184 8.0 Ox 0 VIFx 24.5 130.0 st1 LIVING AREA-B c 3274 148 163 0.194 8.0 Ox 0 VIFx 11.8 135.0 st1 LIVING AREA-C c 3274 148 163 0.194 8.0 Ox 0 VIFx 26.8 120.0 SO wlc 1 h 791 35 6 0.342 4.0 Ox 0 VIFx 8.0 75.0 SupplyDetail' Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk st1 Peak AVF 765 794 0.172 743 14.0 0 x 0 ShtMetl 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 rb2 Ox 0 800 800 73.0 0.172 573 16.0 Ox 0 VIFx l wrig 1t soft- 2023-Nov-02 15:03:50 �/�� �. ., Right-Suite®Universal 2023 23.0.01 RSU25299 Page 1 ACCA ...705 Bayshore Road\3705 Bayshore Road ManJSD.rup Calc=MJ8 House Front faces: W Duct System Summary Job: 3705 Bayshore Road FI C M E E N E R G Y Date: November 1,2023 LL'L�u 1 I 0 E; 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: 3705 Bayshore Road, Greenport, NY 11944 Heating Cooling External static pressure 0.70 in H2O 0.70 in H2O Pressure losses 0.29 in H2O 0.29:in H2O Available static pressure 0.41 in H2O - 0.41 in H2O Supply/return available pressure 0.306/0.101 in H2O 0.306/0.101 in H2O Lowest friction rate 0.154 in/100ft 0.154 in/100ft Actual air flow 800 cfm 800 cfm Total effective length (TEL) 264 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Mall Ln (ft) Ln (ft) Trunk BATH 2 h 983 39 11 0.170 5.0 Ox 0 VIFx 14.5 165.0 st2 BATH 3 C 756 32 38 0.161 5.0 Ox 0 VIFx 15.0 175.0 st3 BEDROOM 2 c 2167 101 109 0.180 7.0 Ox 0 VIFx 25.0 145.0 st2 BEDROOM 2-A C 2167 101 109 0.159 7.0 Ox 0 VIFx 16.8 175.0 st2 BEDROOM 3 c 2091 82 105 0.171 7.0 Ox 0 VI Fx 23.5 155.0 st3 BEDROOM 3-A c 2091 82 105 0.157 7.0 Ox 0 VIFx 14.3 180.0 st3 DEN c 1723 84 86 0.167 7.0 Ox0 VIFx 28.0 155.0 st2 DEN-A c 1723 84 86 0.154 6.0 Ox 0 VIFx 18.3 180.0 st2 FAMILY/GYM h 2486 98 76 0.156 7.0 Ox 0 VIFx 26.3 170.0 st3 FAMILY/GYM-A h 2486 98 76 0.188 7.0 Ox 0 VIFx 17.8 145.0 st3 SupplyTrunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st2 Peak AVF 409 400 0.154 749 10.0 0 x 0 ShtMetl st3 Peak AVF 391 400 0.156 733 10.0 0 x 0 ShtMetl wright:50ffY 2023-Nov-02 15:03:50 Right-Suite@ Universal202323.0.01 RSU25299 Paget ADCA ...705 Bayshore Road\3705 Bayshore Road ManJSD.rup Calc=MJ8 House Front faces: W TableReturn Branch Detail 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 rb5 Ox 0 396 363 60.0 0.169 504 12.0 Ox 0 VIFx rb6 Ox 0 241 228 62.5 0.162 545 9.0 Ox 0 VIFx rb7 Ox 0 163 210 65.8 0.154 474 9.0 Ox 0 VIFx I wrig 1t5Ofit- 2023-Nov-0215:03:50 Right-Suite®Universal202323.0.01 RSU25299 Page X( + ...705 Bayshore Road13705 Bayshore Road ManJSD.rup Calc=MJS House Front faces: W 3705 Bayshore Rd HVAC Load Calculations for Doug Bradford 3705 Bayshore Rd Greenport NY 11944 mkwmme Elm RHVACR6sIDewnAL HVAC: L oAm Prepared By: Matthew Wynne Aberdeen Building Consulting PO Box 62 Brightwaters NY 11718 631-969-9860 Friday, May 13,2022 Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. Ll hvac-Residential i LightCommecial HVAC Loadslopment,Inc. berdeen Buil din q Consultingre Rd ay__h_re NY 11706 ,JJ�� page 2 Load Preview Report Has Ne Rec ft. Sen La Net Sen Htg Sy Act Scope AED To To /To Are Gai Gail Gainl Loss CFM CFM CAM Buildinq 3.13, 3.86 61T 2,382 34,717 2,836 37,553 50,879 633; 1,540 1,54 - - System 1 Whole House Yes 3.13, 3.86 617 2,382 34,717 2,836 37,553 50,879 633! 1,540 1,54 Ventilation 889 501; 1,390 2,206 Supply Duct Latent 923; 9231 Return Duct 32, 6. 38, 29 Zone 1 2,382 33,796 1,406 35,2-U 48,644 633, 1,540 1,54 1-1st Floor Dininq Room /Kitchen 705; 6,317, 381 6,699 11,279 147 288 288 2-1st Floor Livinq Room ! 198i 2,414 141 2,555 4,084 51 110 11 - - 3-1st Floor Bedroom/Bathroom 222: 3,940 1501 4,090 4,879 64, 180, 180 4-2nd Floor Bedroom#21 Bathroom#2 408, 5,912 205 6,117 8,297 108 269. 269 5 2nd Floor Family Room/Gym#1 209 4,306 162: 4,46 5,739 75 196 196 6-2nd Floor Family Room/Gym#2!Bathroom#3 354' 6,032 197 6,229 7,639 99' 275 275 1 7-2nd Floor Bedroom#3/Closets/Stairwell 286, 4,875 169' 5,044 6,727 88 222 222 1 I 1 I i i I I I I I I I I I I i I i I i I I I I I I I C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\3705 Bayshore Rd.rh9 Friday, May 13,2022, 9:08 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. .Aberdeen Building Consulting 3705 Bayshore Rd LBaX$_h_ore NY 117 6_ _ Page 3 i ;stem 1 - Whole House - Adequate Exposure Diversity Test I � 40,000 I I I I I j 30,000 i I _20:9%-Diffz1rom Av -- - — - I i I i 10,000 0 8 am 9 am 10 am 11 am 12 pm 1 pm 2 pm 3 pm 4 pm 5 pm 6 pm 7 pm I AEED Calculation Summary --- SYSTEM HAS ADEQUATE EXPOSURE DIVERSITY. --- ' i System is on NE, SE, SW, NW rosette. Peak load exceeds 12-hour average load by 20.9%. AED Excursion (amount by which peak exceeds 1.3 x average): 0 Btuh Definition: A system has adequate exposure diversity if the peak-hour glass load for the entire conditioned space does not exceed the average glass load for the entire conditioned space by more than 30 percent. i I j C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\3705 Bayshore Rd.rh9 Friday, May 13, 2022, 9:08 AM Rhvac-Residential.&Light Commercial HVAC Loads {{.� Elite Software.Development,Inc. j Aberdeen Building Consulting „ll 3705 Bayshore Rd da Shore.NY 11706 �V Paae 4 i Total Building Summary Loads Component Area Sen Lat Sen Total Description Quan Loss Gain . Gain Gain K: Glazing-.28/.32, U-value 0.28, SHGC 0.32 36 676 0 988 988 D 2: Glazing-.28/.32, U-value 0.28, SHGC 0.32 46.4 870 0 1,272 1,272 A: Glazing-.28/.32, U-value 0.28, SHGC 0.32 22.1 414 0 665 665 K: Glazing-.28/.32, U-value 0.32, SHGC 0.4 36 772 0 1,205 1,205 B 2: Glazing-.28/.32, U-value 0.32, SHGC 0.4 40.2 862 0 1,618 1,618 A 2: Glazing-.28/.32, U-value 0.32, SHGC 0.4 22.1 474 0 888 888 E 4: Glazing-.28/.32, U-value 0.32, SHGC 0.4 145.7 3,120 0 4,872 4,872 i F: Glazing-.28/.32, U-value 0.32, SHGC 0.4 40.8 876 0 1,504 1,504 E 2: Glazing-.28/.32, U-value 0.32, SHGC 0.4 72.8 1,560 0 2,928 2,928 G 3: Glazing-.28/.32, U-value 0.32, SHGC 0.4 30.6 657 0 1,230 1,230 Basic R5 door: Door-R5 Door, U-value 0.2 20 268 0 152 152 R27: Wall-Frame, Custom, R27 grade 3, U-value 0.068 2017.7 9,194 0 4,955 4,955 R49: Roof/Ceiling-Under Attic with Insulation on Attic 1256.4 4,630 0 3,593 3,593 Floor(also use for Knee Walls and Partition Ceilings), Custom, R49, grade III, U-value 0.055 R30-c: Floor-Over enclosed crawl space, Custom, R30 1333.4 1,206 0 486 486 grade.3, carpet covering, U-value 0.052 j Subtotals for structure: 25,579 0 26,356 26,356 People: 0 0 0 0 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 10,414 929 4,979 5,908 Infiltration:Winter CFM: 172, Summer CFM: 84 12,680 1,406 2,493 3,899 Ventilation:Winter CFM: 30, Summer CFM: 30 2,206 501 889 1,390 Total Building Load Totals: 50,879 2,836 34,717 37,553 I Check Fi ures Total Building Supply CFM: 1,540 CFM Per Square ft.: 0.647 Square ft. of Room Area: 2,382 Square ft. Per Ton: 617 Volume (ft,): 21,436 Building Loads Total Heating Required Including Ventilation Air: 50,879 Btuh 50.879 MBH Total Sensible Gain: 34,717 Btuh 92 Total Latent Gain: 2,836 Btuh 8 % Total Cooling Required Including Ventilation Air: 37,553 Btuh 3.13 Tons(Based On Sensible+Latent) 3.86 Tons(Based On 75% Sensible Capacity) I Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. i i i i C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\3705 Bayshore Rd.rh9 Friday, May 13, 2022, 9:08 AM Rhvac-Residential&Light Commercial HVAC Loads �*., Elite Software Development,Inc. Aberdeen Building Consulting 7lyf 3705 Bayshore Rd Ba Shore NY 11705 Page-5- Building Bar Graff I I ' I i i i _ I I i I I I Ii I I � I Ili � li II it f lii I I i I C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\3705 Bayshore Rd.rh9 Friday, May 13, 2022, 9:08 AM Elite Software Development,Inc. Rhvac-Residential&Light Commercial HVAC Loads Aberdeen Building Consulting 3705 Bayshore Rd Lday_Shre,NY 11706 �l� Page 6 System 1 Whole House Summary Loads Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain K: Glazing-.28/.32, U-value 0.28, SHGC 0.32 36 676 0 988 988 D 2: Glazing-.28/.32, U-value 0.28, SHGC 0.32 46.4 870 0 1,272 1,272 A: Glazing-.28/.32, U-value 0.28, SHGC 0.32 22.1 414 0 665 665 K: Glazing-.28/.32, U-value 0.32, SHGC 0.4 36 772 0 1,205 1,205 B 2: Glazing-.28/.32, U-value 0.32, SHGC 0.4 40.2 862 0 1,618 1,618 A 2: Glazing-.28/.32, U-value 0.32, SHGC 0.4 22.1 474 0 888 888 E 4: Glazing-.28/.32, U-value 0.32, SHGC 0.4 145.7 3,120 0 4,872 4,872 F: Glazing-.28/.32, U-value 0.32, SHGC 0.4 40.8 876 0 1,504 1,504 j E 2: Glazing-.28/.32, U-value 0.32, SHGC 0.4 72.8 1,560 0 2,928 2,928 G 3: Glazing-.28/.32, U-value 0.32, SHGC 0.4 30.6 657 0 1,230 1,230 Basic R5 door: Door-R5 Door, U-value 0.2 20 268 0 152 152 R27:Wall-Frame, Custom, R27 grade 3, U-value 0.068 2017.7 9,194 0 4,955 4,955 R49: Roof/Ceiling-Under Attic with Insulation on Attic 1256.4 4,630 0 3,593 3,593 Floor(also use for Knee Walls and Partition Ceilings), Custom, R49, grade III, U-value 0.055 R30-c: Floor-Over enclosed crawl space, Custom, R30 1333.4 1,206 0 486 486 grade 3, carpet covering, U-value 0.052 Subtotals for structure: 25,579 0 26,356 26,356 ! People: 0 0 0 0 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 10,414 929 4,979 5,908 Infiltration: Winter CFM: 172, Summer CFM: 84 12,680 1,406 2,493 3,899 1 Ventilation:Winter CFM: 30,_Summer CFM: 30 2,206 501 889 1,390 System 1 Whole House Load Totals: 50,879 2,836 34,717 37,553 ! I Check Figures Supply CFM: 1,540 CFM Per Square ft.: 0.647 Square ft. of Room Area: 2,382 Square ft. Per Ton: 617 Volume(ft'): 21,436 System Loads Total Heating Required Including Ventilation Air: 50,879 Btuh 50.879 MBH Total Sensible Gain: 34,717 Btuh 92 % Total Latent Gain: 2,836 Btuh 8 % Total Cooling Required Including Ventilation Air: 37,553 Btuh 3.13 Tons(Based On Sensible+ Latent) 1 3.86 Tons(Based On 75%Sensible Capacity) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at I your design conditions. i I C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\3705 Bayshore Rd.rh9 Friday, May 13, 2022, 9:08 AM iRhvac-Residential 81 Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 3705 Bayshore Rd LBay_Shore NY 11706 ���11V// Page 7 stem 1 Whole House Bar Graph I j I it lit I it i II I II i it I I I ' I I I I � i II I I i I i I I I I II I i I I C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\3705 Bayshore Rd.rh9 Friday, May 13, 2022, 9:08 AM i Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting TN 3705 Bayshore Rd �Bay_$hore,_NY 11706 ***��,JJJI//// Page i Equipment Data - System 1 - Whole House j Cooling System Type: Standard Air Conditioner j Outdoor Model: RA1648AJ 1 NA Outdoor Manufacturer: RHEEM Indoor Manufacturer: RHEEM AHRI Reference No.: 8249371 Nominal Capacity: 48,000 Adjusted Capacity: 48000 Adjusted Sensible Capacity: 36000 Adjusted Latent Capacity: 12000 Efficiency: 16 SEER Heating System Type: Hydronic Warm Air Model: RWITIOA6024NAA Tradename: RHEEM Manufacturer: RHEEM Description: Hydronic Warm Air Capacity: 100,000 j Efficiency: 92.1 I i I iI I I I i I i I I I i I I � C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\3705 Bayshore Rd.rh9 Friday, May 13, 2022, 9:08 AM i Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. [Bay_S_h_o_r_e__�l)Y_j_t7Q5__ berdeen Building Consultinq ��J/ 3705 Bayshore Rd �JJJI//// page Manual S Performance Data - System 1 - Whole House Loads and Design Conditions Cooling: Outdoor Dry Bulb: 0 Sensible Gain: 34.717 Outdoor Wet Bulb: 71 Latent Gain: 2.836 Indoor Dry Bulb: 68 Total Gain: 37.553 Indoor RH: 50 Load SHR: 0.92 Supply Airflow: 0 Entering Dry Bulb: 0 i Entering Wet Bulb: 0 Heating: Outdoor Dry Bulb: 5 Sensible Loss: 50.879 Indoor Dry Bulb: 72 Entering Dry Bulb: 68.8 Indoor RH: 30 Supply Airflow: 633 i E uipment Performance Data at System Design Conditions Cooling: j Model Type: Standard Air Conditioner, Model: RA1648AJ1 NA ,AHRI Reference Number: 8249371Nominal Capacity:48.000, Manufacturer: RHEEM i I Interpolation Results: Percent Load ofLoad Sensible Capacity: 36.000 34.717 104% Latent Capacity: 12.000 2.836 423% Total Capacity: 48.000 37.553 128% I Heating: Model Type: Hydronic Warm Air, Model: RWITIOA6024NAA, Nominal Capacity: 100.000, Manufacturer: RHEEM i Results: Percent Load. of Load Heating Capacity: 100.000 50.879 197% I i i ! I I I C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\3705 Bayshore Rd.rh9 Friday, May 13,2022, 9:08 AM . . — Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 3705 Bayshore Rd | ! System 1 Hourly Room Net Gain 8,000 i ! / ! ',0"" � | | | � 6,000 . / | i | | . / / | ''-- � 0 | | m | i z *,0un � | ` | � / | | 3,000 !2,000 i ' | � � | � 1,000 . � ! � | � ! | . ----- I st Floor Dining Room /mmhe (4*%) --mr-- 1st Floor Living Room(4rm) . --�,-- I st Floor Bedroom/Bathroom(61m) —�— ond Floor Bedroom#2/Bathroom#2(45%) --�-- unu Floor Family Room/Gym wx (som) ' ~—+-- onu Floor Family Room/Gym*2/Bathroom#m(nom) / --�-- uno Floor Bedroom wu/Closets/Stairwell(4om) | Note: Glass gain aon percent cf net gain io shown inparenthesis. Although floor, roof,wall and door gains also vary � / throughout the day,for this graph and in Manual J glass gains are the only ones that fluctuate. / / C monts\BiteSoftwmre\RhvaoQ Pnojeots\ 7O5 BayohnroRd.rh8 Friday, May 13. 2022. 9:08AM Rhvac-Residential&Light Commercial HVAC Loads �\ Elite Software Development,Inc. L'Aberdeen Building Consulting 7!N 3705 Bayshore Rd E3ay Shore.NY 11706 gageA! j System ?, Zone 9 Summary Loads Average Load Procedure for Rooms) j Component Area Sen Lat Sen Total i Description Quan Loss Gain Gain Gain K: Glazing-.28/.32, U-value 0.28, SHGC 0.32 36 676 0 988 988 1 D 2: Glazing-.28/.32, U-value 0.28, SHGC 0.32 46.4 870 0 1,272 1,272 A: Glazing-.28/.32, U-value 0.28, SHGC 0.32 22.1 414 0 665 665 K: Glazing-.28/.32, U-value 0.32, SHGC 0.4 36 772 0 1,205 1,205 B 2: Glazing-.28/.32, U-value 0.32, SHGC 0.4 40.2 862 0 1,618 1,618 A 2: Glazing-.28/.32, U-value 0.32, SHGC 0.4 22.1 474 0 888 888 E 4: Glazing-.28/.32, U-value 0.32, SHGC 0.4 145.7 3,120 0 4,872 4,872 F: Glazing-.28/.32, U-value 0.32, SHGC 0.4 40.8 876 0 1,504 1,504 E 2: Glazing-.28/.32, U-value 0.32, SHGC 0.4 72.8 1,560 0 2,928 2,928 G 3: Glazing-.28/.32, U-value 0.32, SHGC 0.4 30.6 657 0 1,230 11230 Basic R5 door: Door-R5 Door, U-value 0.2 20 268 0 152 152 R27: Wall-Frame, Custom, R27 grade 3, U-value 0.068 2017.7 9,194 0 4,955 4,955 R49: Roof/Ceiling-Under Attic with Insulation on Attic 1256.4 4,630 0 3,593 3,593 Floor(also use for Knee Walls and Partition j Ceilings), Custom, R49, grade III, U-value 0.055 R30-c: Floor-Over enclosed crawl space, Custom, R30 1333.4 1,206 0 486 486 grade 3, carpet covering, U-value 0.052 Subtotals for structure: 25,579 0 26,356 26,356 People: 0 0 0 0 j Equipment: 0 0 0 1 Lighting: 0 0 0 Ductwork: 10,385 0 4,947 4,947 Infiltration:Winter CFM: 172, Summer CFM: 84 12,680 1,406 2,493 3,899 System 1, Zone 1 Load Totals: 48,644 1,406 33,796 35,202 Check Fi ures Supply CFM: 1,540 CFM Per Square ft.: 0.647 Square ft. of Room Area: 2,382 Square ft. Per Ton: 723 Volume (ft,): 21,436 Zone Loads Total Heating Required: 48,644 Btuh 48.644 MBH Total Sensible Gain: 33,796 Btuh 96 % Total Latent Gain: 1,406 Btuh 4 % Total Cooling Required: 35,202 Btuh 2.93 Tons(Based On Sensible+ Latent) 3.29 Tons(Based On 75%Sensible Capacity) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. I C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\3705 Bayshore Rd.rh9 Friday, May 13, 2022, 9:08 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 3705 Bayshore Rd i Bay-Shore,_NY 11706 Page 12 I System 1, Zone 1 Bar Graph I. I I I I r, I I , i I I� I � I I I I i 1 i I 1 I I I I I I I I I I I � I III II I I If I I I I � I I � I I I � I I I ! I I C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\3705 Bayshore Rd.rh9 Friday, May 13, 2022, 9:08 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 3705 Bayshore Rd Bay_Shore.NY 11706 ���11V// Page 13 Detailed Room Loads - Room I - I st Floor Dining Room /Kitchen (Average Load Procedure ! General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 31.3 ft. System Number: 1 Room Width: 22.5 ft. Zone Number: 1 Area: 705.0 sq.ft. Supply Air: 288 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 2.7 AC/hr Volume: 6,345 cu.ft. Req.Vent. CIg: 0 CFM ! Number of Registers: 3 Actual Winter Vent.: 7 CFM Runout Air: 96 CFM Percent of Supply.: 2 % Runout Duct Size: 6 in. Actual Summer Vent.: 6 CFM Runout Air Velocity: 489 ft./min. Percent of Supply: 2 % Runout Air Velocity: 489 ft./min. Actual Winter Infil.: 47 CFM Actual Loss: 0.155 in.wg./100 ft. Actual Summer Infil.: 23 CFM Item Area -U- Htg Sen Clg Lat Sen i Description Quantity Value HTM Loss HTM Gain Gain SW-Wall-R27 22.5 X 9 171.5 0.068 4.6 781 2.5 0 421 NE-Wall-R27 22.5 X 9 166.5 0.068 4.6 758 2.5 0 409 ! NW-Wall-R27 31.3 X 9 224.6 0.068 4.6 1,023 2.5 0 551 SW-Door-Basic R5 door 3 X 6.7 20 0.200 13.4 268 7.6 0 152 NE-GIs-K shgc-0.32 0%S 36 0.280 18.8 676 27.4 0 988 NW GIs-D 2 shgc-0.32 0%S (2) 46.4 0.280 18.8 870 27.4 0 1,272 NW-GIs-A shgc-0.32 0%S 11 0.280 18.8 207 27.4 0 303 SW-GIs-A shgc-0.32 0%S 11 0.280 18.8 207 32.8 0 362 Floor-R30 22.5 X 31.3 705 0.052 0.9 638 0.4 0 257 Subtotals for Structure: 5,428 0 4,715 j Infil.:Win.:46.8, Sum.: 22.8 687 5.012 3,443 0.985 382 677 Ductwork: 2,408 925 Room Totals: 11,279 382 6,317 i I 1; I I i I i I I I C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\3705 Bayshore Rd.rh9 Friday, May 13, 2022, 9:08 AM I 1 Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building.Consulting 3705 Bayshore Rd Bay Shore NY 117M Page 14 Detailed Room Loads - Room 2 - 1st Floor Living Room Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 14.8 ft. System Number: 1 Room Width: 13.4 ft. Zone Number: 1 Area: 197.9 sq.ft. Supply Air: 110 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 3.7 AC/hr Volume: 1,781 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 3 CFM Runout Air: 55 CFM Percent of Supply.: 2 % Runout Duct Size: 4 in. Actual Summer Vent.: 2 CFM Runout Air Velocity: 630 ft./min. Percent of Supply: 2 % Runout Air Velocity: 630 ft./min. Actual Winter Infil.: 17 CFM Actual Loss: 0.452 in.wg./100 ft. Actual Summer Infil.: 8 CFM Item Area -U- Htg Sen Cig Lat Sen Description Quantity Value HTM Loss HTM Gain Gain NE-Wall-R27 13.4 X 9 84.7 0.068 4.6 386 2.5 0 208 SE-Wall-R27 14.8 X 9 132.8 0.068 4.6 605 2.5 0 326 NE-GIs-K shgc-0.4 0%S 36 0.320 21.4 772 33.5 0 1,205 Floor-R30 13.4 X 14.8 197.9 0.052 0.9 179 0.4 0 72 Subtotals for Structure: 1,942 0 1,811 Infil.: Win.: 17.3, Sum.: 8.4 254 5.010 1,270 0.986 141 250 j Ductwork: 872 353 j Room Totals: 4,084 141 2,414 i I i ' I i i I � i I I I i i � I I i i I i I I II i i C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\3705 Bayshore Rd.rh9 Friday, May 13, 2022, 9:08 AM Rhvac-.Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 3705 Bayshore Rd da hore NY 11706 gage 15 Detailed Room Loads - Room 3 - 1 st Floor Bedroom/Bathroom (Average Load 1 Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 16.6 ft. System Number: 1 Room Width: 13.4 ft. Zone Number: 1 j Area: 222.5 sq.ft. Supply Air: 180 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 5.4 AC/hr Volume: 2,002 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 3 CFM 1 Runout Air: 90 CFM Percent of Supply.: 2 % Runout Duct Size: 6 in. Actual Summer Vent.: 3 CFM Runout Air Velocity: 457 ft./min. Percent of Supply: 2 % Runout Air Velocity: 457 ft./min. Actual Winter Infil.: 18 CFM Actual Loss: 0.136 in.wg./100 ft. Actual Summer Infil.: 9 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain j SW-Wall-R27 13.4 X 9 98.7 0.068 4.6 450 2.5 0 242 SE-Wall-R27 16.6 X 9 109 0.068 4.6 497 2.5 0 268 j SE-GIs-B 2 shgc-0.4 0%S(2) 40.2 0.320 21.4 862 40.2 0 1,618 SW GIs-A 2 shgc-0.4 0%S (2) 22.1 0.320 21.4 474 40.2 0 888 Floor-R30 13.4 X 16.6 222.5 0.052 0.9 201 0.4 0 81 Subtotals for Structure: 2,484 0 3,097 Infil.:Win.: 18.4, Sum.: 9.0 270 5.011 1,353 0.985 150 266 Ductwork: 1,042 577 1 Room Totals: 4,879 150 3,940 I I I I I i I I I I I i I i C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\3705 Bayshore Rd.rh9 Friday, May 13, 2022, 9:08 AM I Rhvac-Residential&Light Commercial HVAC Loads �[`�, Elite Software Development,Inc. Aberdeen Building Consulting 7�`,vl 3705 Bayshore Rd Bay Shore.NY 11706 ��JJ/� Page 16 Detailed Room Loads - Room 4 - 2nd Floor Bedroom #2/Bathroom #2 (Average Load Procedure) ' General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 24.0 ft. System Number: 1 Room Width: 17.0 ft. Zone Number: 1 Area: 408.0 sq.ft. Supply Air: 269 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 4.4 AC/hr Volume: 3,672 cu.ft. Req.Vent. Clg: 0 CFM j Number of Registers: 3 Actual Winter Vent.: 5 CFM Runout Air: 90 CFM Percent of Supply.: 2 % Runout Duct Size: 6 in. Actual Summer Vent.: 5 CFM Runout Air Velocity: 457 ft./min. Percent of Supply: 2 % Runout Air Velocity: 457 ft./min. Actual Winter Infil.: 25 CFM Actual Loss: 0.136 in.wg./100 ft. Actual Summer Infil.: 12 CFM Item Area -U- Htg Sen Clg Lat Sen Description uantity Value HTM Loss HTM Gain Gain j NE-Wall-R27 17 X 9 80.2 0.068 4.6 365 2.5 0 197 NW-Wall-R27 24 X 9 205.8 0.068 4.6 938 2.5 0 505 NE-GIs-E 4 shgc-0.4 0%S(4) 72.8 0.320 21.4 1,560 33.4 0 2,436 NW GIs-F shgc-0.4 0%S 10.2 0.320 21.4 219 33.5 0 342 UP-Ceil-R49 24 X 17 408 0.055 3.7 1,503 2.9 0 1,167 Floor-R30 17 X 6 102 0.052 0.9 92 0.4 0 37 j Subtotals for Structure: 4,677 0 4,684 Infil.:Win.:25.1, Sum.: 12.3 369 5.011 1,849 0.984 205 363 Ductwork: 1,771 865 Room Totals: 8,297 205 5,912 I I II i i I C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\3705 Bayshore Rd.rh9 Friday, May 13, 2022, 9:08 AM j Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 3705 Bayshore Rd Bay_Shore_NY 1170& Page 17 Detailed Room Loads - Room 5 - 2nd Floor Family Room/Gym #1 (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 10.5 ft. System Number: 1 Room Width: 19.9 ft. Zone Number: 1 Area: 209.1 sq.ft. Supply Air: 196 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 6.3 AC/hr Volume: 1,882 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 4 CFM Runout Air: 98 CFM Percent of Supply.: 2 % Runout Duct Size: 6 in. Actual Summer Vent.: 4 CFM Runout Air Velocity: 500 ft./min. Percent of Supply: 2 % Runout Air Velocity: 500 ft./min. Actual Winter Infil.: 20 CFM j Actual Loss: 0.162 in.wg./100 ft. Actual Summer Infil.: 10 CFM Item Area -U- Htg Sen Clg Lat Sen ! Description Quantity Value HTM Loss HTM Gain Gain NW-Wall-R27 11.7 X 9 94.8 0.068 4.6 432 2.5 0 233 SW-Wall-R27 18.9 X 9 123.6 0.068 4.6 563 2.5 0 303 SE-Wall-R27 1.8 X 9 15.8 0.068 4.6 72 2.5 0 39 NW GIs-F shgc-0.4 0%S 10.2 0.320 21.4 219 33.5 0 342 SW-GIs-F shgc-0.4 0%S 10.2 0.320 21.4 219 40.2 0 410 SW-GIs-E 2 shgc-0.4 0%S(2) 36.4 0.320 21.4 780 40.2 0 1,464 UP-Ceil-R49 10.5 X 19.9 209.1 0.055 3.7 771 2.9 0 598 Subtotals for Structure: 3,056 0 3,389 Infil.:Win.: 19.8, Sum.: 9.7 291 5.010 1,458 0.986 162 287 Ductwork: 1,225 630 Room Totals: 5,739 162 4,306 I' I i � I I i I I C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\3705 Bayshore Rd.rh9 Friday, May 13, 2022, 9:08 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 3705 Bayshore Rd B-yahora NY 11706 Pa a 18 Detailed Room Loads - Room 6 - 2nd Floor Family Room/Gym #2/Bathroom #3 Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 20.5 ft. System Number: 1 Room Width: 17.3 ft. Zone Number: 1 I Area: 353.6 sq.ft. Supply Air: 275 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 5.2 AC/hr Volume: 3,183 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 3 Actual Winter Vent.: 5 CFM Runout Air: 92 CFM Percent of Supply.: 2 % Runout Duct Size: 6 in. Actual Summer Vent.: 5 CFM Runout Air Velocity: 467 ft./min. Percent of Supply: 2 % Runout Air Velocity: 467 ft./min. Actual Winter Infil.: 24 CFM Actual Loss: 0.142 in.wg./100 ft. Actual Summer Infil.: 12 CFM Item Area -U Htg Sen Clg Lat Sen Descri bon uanti Value HTM Loss HTM Gain Gain SE-Wall-R27 20.5 X 9 153.9 0.068 4.6 701 2.5 0 378 SW-Wall-R27 17.2 X 9 108.6 0.068 4.6 495 2.5 0 267 NW-Wall-R27 1.8 X 9 15.8 0.068 4.6 72 2.5 0 39 SE-GIs-G 3 shgc-0.4 0%S (3) 30.6 0.320 21.4 657 40.2 0 1,230 SW-GIs-E 2 shgc-0.4 0%S(2) 36.4 0.320 21.4 780 40.2 0 1,464 SW-GIs-F shgc-0.4 0%S 10.2 0.320 21.4 219 40.2 0 410 UP-CeiI-R49 20.5 X 17.2 353.6 0.055 3.7 1,303 2.9 0 1,011 i Subtotals for Structure: 4,227 0 4,799 Infil.:Win.: 24.2, Sum.: 11.8 356 5.010 1,781 0.985 197 350 Ductwork: 1,631 883 Room Totals: 7,639 197 6,032 I i i i ! 1 ' C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\3705 Bayshore Rd.rh9 Friday, May 13, 2022, 9:08 AM Rhvac-Residential&Light Commercial HVAC Loads �{`� Elite Software Development,Inc. Aberdeen Building Consulting 7! 3705 Bayshore Rd Bay Shore,NY 11706 ���sJJ.• Ragej9 Detailed Room Loads - Room 7 - 2nd Floor Bedroom #3/Closets/Stairwell Average Load Procedure) General . Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 16.2 ft. System Number: 1 Room Width: 17.7 ft. Zone Number: 1 Area: 285.6 sq.ft. Supply Air: 222 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 5.2 AC/hr Volume: 2,571 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 3 Actual Winter Vent.: 4 CFM j Runout Air: 74 CFM Percent of Supply.: 2 % j Runout Duct Size: 5 in. Actual Summer Vent.: 4 CFM j Runout Air Velocity: 543 ft./min. Percent of Supply: 2 % Runout Air Velocity: 543 ft./min. Actual Winter Infil.: 21 CFM Actual Loss: 0.246 in.wg./100 ft. Actual Summer Infil.: 10 CFM �Description Item Area -U- Htg Sen Clg Lat Sen Quantity Value HTM Loss HTM Gain Gain j NE-Wall-R27 17.7 X 9 86.2 0.068 4.6 393 2.5 0 212 SE-Wall-R27 16.2 X 9 145.5 0.068 4.6 663 2.5 0 357 NE-GIs-E 4 shgc-0.4 0%S (4) 72.8 0.320 21.4 1,560 33.4 0 2,436 UP-Ceil-R49 16.2 X 17.7 285.6 0.055 3.7 1,053 2.9 0 817 Floor-R30 17.7 X 6 106 0.052 0.9 96 0.4 0 39 Subtotals for Structure: 3,765 0 3,861 Infil.:Win.:20.8, Sum.: 10.1 305 5.011 1,526 0.985 169 300 Ductwork: 1,436 714 Room Totals: 6,727 169 4,875 I I I I I I I I I I II i II C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\3705 Bayshore Rd.rh9 Friday, May 13, 2022, 9:08 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 3705 Bayshore Rd i LBay Share,NY 11�06. __ llllll Paae 29 Room Cooling and Heating Loads Bar Graphs I Ij I I ! I i � I I i I I j I j I I I i I I I II I ! I I I I I ! I i I I � � I I I ! ,I ! I I I I i I � I I I � i C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\3705 Bayshore Rd.rh9 Friday, May 13, 2022, 9:08 AM [Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 3705 Bayshore Rd Bay-$Aone, Room Cooling Loads Bar Graphs C:\Users\rustr\Documents\E1ite Software\Rhvac 9 Projects\3705 Bayshore Rd.rh9 Friday, May 13, 2022, 9:08 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting 3705 Bayshore Rd Day_Shore NY 11706 +4!!�/ Page 22 j System 1 Room Load Summary Htg Min Run Run Clg Cig Min Act Room Area Sens, Htg Duct Duct Sens Lat Clg Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM CFM ---Zone 1--- 1 1st Floor Dining 705 11,279 147 3-6 489 6,317 382 288 288 Room /Kitchen 2 1st Floor Living 198 4,084 53 2-4 630 2,414 141 110 110 Room 3 1st Floor Bedroom 222 4,879 64 2-6 457 3,940 150 180 180 /Bathroom i ! 4 2nd Floor 408 8,297 108 3-6 457 5,912 205 269 269 , Bedroom#2/ Bathroom#2 5 2nd Floor Family 209 5,739 75 2-6 500 4,306 162 196 196 Room/Gym#1 6 2nd Floor Family 354 7,639 99 3-6 467 6,032 197 275 275 Room/Gym#2/ Bathroom#3 7 2nd Floor 286 6,727 88 3-5 543 4,875 169 222 222 ! Bedroom#3/ ! Closets/Stairwell Ventilation 2,206 889 501 Duct Latent 923 Return Duct 29 32 6 System 1 total 2,382 50,879 633 34,717 2,836 1,540 1,540 System 1 Main Trunk Size: 14x18 in. Velocity: 880 ft./min ! Loss per 100 ft.: 0.098 in.wg ! Cooling System Summary I Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 3.13 92%/8% 34,717 2,836 37,553 Recommended: 3.86 75%/25% 34,717 11,572 46,289 I Actual: 4.00 75%/25% 36,000 12,000 48,000 i Equipment Data . Heating System Cooling System Type: None Standard Air Conditioner Model: RWITI OA6024NAA RA1648AJ 1 NA Indoor Model: Brand: RHEEM Description: Hydronic Warm Air Efficiency: 92.1 16 SEER Sound: 0 0 Capacity: 100,000 Btuh 48,000 Btuh Adjusted Capacity: n/a 48,000 Btuh Sensible Capacity: n/a 36,000 Btuh Adjusted Sensible Capacity: n/a 36,000 Btuh Latent Capacity: n/a 12,000 Btuh Adjusted Latent Capacity: n/a 12,000 Btuh AHRI Reference No.: n/a 8249371 C:\Users\rustr\Documents\Elite Software\Rhvac 9 Projects\3705 Bayshore Rd.rh9 Friday, May 13, 2022, 9:08 AM AMP EMAILS Schematic Design Phase EMAIL TYPE EMAIL SUBJECT STAFF ON EMAIL DESCRIPTION Last Name-Address-xxxx" SD Zoning Analysis Review Request SD REVO Arch send to Brooke cc Jess Request ZA review prior to charrette SD Charrette Request SD REVO Arch send to Michelle cc Jess Send to MS requesting a charette with AR SD Review Request SD REVO Arch send to Anthony cc Jess&Michelle Request plan be printed and request AP to review. SD REVO Completed Notifcation SD REVO Arch send to Anthony cc Jess Inform AP this is ready to be sent to the client SD REV1 Completed Notification SD REV1 Arch send to Anthony cc Jess Inform AP this is ready to be sent to the client `If you have more revisions after the first review do not print.Email Anthony and Jess requesting review. Design Development Phase EMAIL TYPE EMAIL SUBJECT STAFF ON EMAIL DESCRIPTION Last Name-Address-xxxx" DD REVO Review Request DD REVO Arch send to Anthony cc Jess Request AP to review.Include PDF of DD,do not print out HD REVO Review Request HD REVO DC send to Kyle cc Jess DC ask KE to reivew before filing HD REVO Completed Notifcation HD REVO KE send to Jess KE completed HD review and requesting JM file ZBA REVO Review Request ZBA REVO Arch send to Brooke cc Jess Request review from BE.JM will complete app ZBA REVO Completed Notifcation ZBA REVO Arch send to Brooke cc Jess JM to file completed ZBA plan/application WL REVO Review Request WL REVO Arch send to Brooke cc Jess Request review from BE.JM will complete app WL REVO Completed Notifcation WL REVO Arch send to Brooke cc Jess JM to file completed WL plan/application DEC REVO Review Request DEC REVO Arch send to Brooke cc Jess Request review from BE.JM will complete app DEC REVO Completed Notifcation DEC REVO Arch send to Brooke cc Jess JM to file completed DEC plan/application DD REVO Completed Notifcation DD REVO Arch send to Brooke cc Jess Let AP know this is ready to be sent to the client DD REV1 Review Request DD REV1 Arch send to Brooke cc Jess Request AP to review.Include PDF of DD,do not print out DD REV1 Completed Notifcation DD REV1 Arch send to Anthony cc Jess Let AP know this is ready to be sent to the client Construction Document Phase(or As-Built) EMAIL TYPE EMAIL SUBJECT STAFF ON EMAIL DESCRIPTION Last Name-Address-xxxx" CD REVO Structure Request CD REVO Arch send to Anthony/David cc Jess Send CAD file only to engineer and ask for structure CD REVO Review Request CD REVO Arch send to Anthony cc Jess After PE completes structure,send final CD(CAD File Only)to AP for final review CD REVO Completed Notifcation CD REVO Arch send to Anthony cc Jess Let AP know this is ready to be sent to the client CD REV1 Review Request CD REV1 Arch send to Anthony cc Jess Request AP to review,send final CD(CAD File Only) CD REV1 Completed Notifcation CD REV1 Arch send to Anthony cc Jess Let AP know this is ready to be sent to the client Staff Abbrevations: Staff Abbrevations: Anthony-AP Annette-AG Dino(Constantino)-CM Doug-DS Adam-AD Nathalie-NJ Jess-JM Francesca-FB Nicole-ZB David-DC Brooke-BE Tony-TP Kyle-KE Michelle-MS Ashley-AR Dan-DM 9/26/2022 FIELD INSPECTION REPORT I DATE COMMENTS po �Cr7 FOUNDATION (1ST) J ------------------------------------ C FOUNDATION (2ND) z 3 S' o ° SA m<s NJ ROUGH FRAMING& Y ' PLUMBING Jn : r�lhh n S � I ) r INSULATION PER N.Y. STATE ENERGY CODE o y m fk _ ova s FINAL auJ av�, i ADDITIONAL COMMENTS a- 3- l o, y o o a I. --- koq-z 10I3D 23 .e 00 reC 44 8 SZZ m ! - L4 Ll61:e-* G Q ?o + x b ��p�SO4FUL��OGgo 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 r,�II^_ For Office Use Only PERMIT No. ��V Building Inspector: SEP 2 2022 Applications and forms must be filled out in their entirety.Incomplete L" '0 applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date:09/19/22 OWNER(S)OF PROPERTY: rj Name:Douglas Bradford SCTM#1000- -06-16 Project Address:3705 Bayshore Road Greenport NY 11944 Phone#:914-557-9097 Email:greenmen@:v�erizon.net Mailing Address:3705_Bay_shore__Road Green port NY 11944___-_-_-__.-______________.______________.-_ CONTACT PERSON: Name:Michelle Sarabia AMP Architecture Mailing Address:P.O BOX 152 Mattituck NY 11952 Phone#:631-603-9092 - Email:msarabia@amparchitect.com DESIGN PROFESSIONAL INFORMATION: Name:Anthony_Portillo AMP Architecture Mailing Address:P.O BOX 152 Mattituck NY 11952 Phone#:631-603-9092 Email:aportillo@amparchitect.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure)<Addition Iteration ❑Repair ❑Demolition Estimated Cost of Project: li]Other Renovation of first floor,second oor,proposed 2nd floor dormers,proposed covered porch Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes RNo 1 PROPERTY INFORMATION Existing use of property:S091C Fam;11y Intended use of property: &r19le family (Jes Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to A( thisproperty.?� [--]Yes VNo IF YES,PROVIDE A COPY. Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code.APPUCATION IS HEREBY MADE to the Building Department for the issuance of.a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,county,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, dousing code and regulations and to admit authorized Inspectors on premises and In building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the'New York State Penal Law. Application Submitted By(print name): Ill.�i vt t� daS M'y(Luthorized Agent ❑Owner Signature of Applicant: Date: STATE OF NEW YORK) COUNTY OFAMP S 1X -r "eS5 cG being duly sworn,deposes and says that(s)he is the applicant (Name of individuaalsigning contract)above na ed, (S)he is the 'r (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 k�wlgdge and lief• nd that the work will be performed in the manner set forth in the applicatiop file therewith. /G�-� - . Notary Public,StaateTONNo�wYork Sworn before me this No. 01TA6086001 Qualified In Suffolk County day of 20D19. ; Commission Expires 01/13/20 a3 Notary Public PROPERTY OWNER,AUTHORIZATION (Where the applicant is not the owner) Roof re di gat � !C7 G 4 t�d? ti�_�/) do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. C:;�ine�r'sSign�ature Date �Prinner's Name 2 otios°RDj��oG 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 ( }, eceived APPLICATION FOR BUILDING PERMIT For Office Use Only D PERMIT NO. Building Inspector: MAR P-( 7n?2 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:3/9/22 OWNER(S)OF PROPERTY: Name:Doug Bradford SCTM#1000-53-6-16 Project Address:3705 Bayshore Rd Greenport Phone#:914-557-9097 Email:greenmen@verizon.net Mailing address:3705 Bayshore Rd_Greenport, „ CONTACT PERSON: Name:AMP Architecture, Jess Magee Mailing Address:1075 Franklinville Rd. Laurel_NY--__- Phone#:516-214-0160 Email:jmagee@amparchitect.com DESIGN PROFESSIONAL INFORMATION: Name:AMP Architecture, Anthony Portillo Mailing Address:1075 Franklinville-Rd Laurel NY__- . Phone#:516-214-0160 LE aportillo@amparchitect.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION [--]New Structure ®Addition ®Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ _ Will the lot be re-graded? ❑Yes 9No Will excess fill be removed from premises? ❑Yes—ZNO 1 PROPEIT Y-INFORNIATION Existing.use of property. e r' >`ri(lnd Ves dcncQ .Intended use of property:,- Zone or-,use district in which premises is situated: Are there any covenants and restrictions with respect to 40 NC., this property? ❑Yes BNo IF YES, PROVIDE A COPY. Checl{'BOX after"Reading: The owner/contractor%design professional4s responsibie for.allArainage and storm water issues as;provldedby chapter Z36 of the Town Code'. APPbCATION IS HEREBYMADE tolhe Building Department forthe issuance of a Building-Permit pursuant ta'tFie Building Zone Ordinance of.the:Town of Southold,Suffolk,county,'New York-and.other applicable laws,Ordinances or Regulations,for the construction of buildings,. additlons,.alterations or for removal or demolition as'hereln described.The applicantagrees to comply with all applicable laws,ordinances;building code, housing toile and regulations and to admit authorized inspectors on prermises-and'in building(si for necessary,irispections;,False statements made hereimare punishable as a::class A misdemeanor pursuantto'Section 210AS76f theNew York State'Penal law. Application Submitted By(print na e): (" Vw O'Authorized Agent. ❑owner Signature of Applicant: f Date: /�U/o� STATE OF NEW YO.RK) rrSS: COUNTY OF,S)k -Mr_ ) MPAcChiluC J u " S -being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (Contractor,Agent,Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work.and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. BARBARA H. TANDY Sworn before me this Notary Public, State Of New York NO. 01 TA6086001 l day of 20aa Qualified In Suffolk Coun Commission Exoirec n1/s/� d Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, UC !1 a Lt-� , ��5�'���residing at � J�5 ��� � �� C do / do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval,as described herein. —Ow ner's s Signature Date / Prin Owner's Name 2 a�oy� FD(y�Gy� TOWN OF SOUTHOLD-BUILDING DEPARTMENT N 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 ffice Use Only DISAPPROVAto PERMIT NO. Building Inspector: - APR 3 0 2021 Applications and forms must be filled out in their entirety. Incomplete _ applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date: OWNER(S)O PROPERTY: Name: J ��—SrC" �y SCTM#1000- ram'3_ Qu Project Address: 2 O's_ �"� �,^Ql .__. _ ___��X1 _ W1 _ _ `I L _ Phone#: c� Y Email: 9 Mailing Address: CONTACT PERSON: Name: \(�MP � Mailing Address: m Phone#: slu— On q— OL ceo Email:j -C2\\G' Cl'1'��i�C�Cam') DESIGN PROFESSIONAL INFORMATION: p Name: '" C19 C�l'� �,�U�'-- 1 Vl —16 �0 Mailing Address: �CQ LCIIN`el1q�� Phone#: S•` al Email: 1 kU ooc—- co-n CONTRACTOR INFORMATION: �1�— Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure CM ddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes EAo Will excess fill be removed from premises? ❑Yes Colo 1 PROPERTY INFORMATION Existing use of property:sf) r Far � PX0 Intended use of property:sj�v- FQ�rI srl Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to �/ this property? ❑ IYes iXo IF YES, PROVIDE A COPY. 1 Check Box After Reading: The owner/contractor/design professional is,responsible for all drainage and storm water issues as provided by Chapter Z36 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print ame): � C((lt�C �, IiQAutholized Agent ❑Owner Signature of Applicant. � ! /�.� STATE OF NEW YORK) Date: I l COUNTY OF S ) -AM P � aa 1 M eing duly sworn,deposes and says that(s)he is the applicant (Name of individual signiinng�contract)above name , (S)he is the Q (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 ther i Sworn before me this Notary Public RState Of New York No. 01 TA6086001 ? day of 20� Qualified In Suffolk CQunty �� t^nmmiceinn Expires 91¢1�3�2&�z Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) re d i g at � 5 Jq 14--`fCA do hereby authorize UI 1�iLC to apply on my behalf to the Town of Southold Building Department for approval as described herein. -5wner'5 Signature Date "PrinOwner's Name 2 6 'BOARD-OF SOUTAOLDTOWN TRUSTEES a SOUTHOLDW, YORK ; aM. PERMIT NO . DATE: DECEMEBER 15,2021 q ISSUED TO.- DOUGLASBRADFORD PROPERTY 3705'BAY SHORE ROAD,GREENP0kT SCTM#: 1000xf -53-6-16 Y9 AUTHORIZATION A� iM Pursuant to the provisions-.of .Chapter. 275 of the Town Code of-the Town of Southold d in an 51�1 accordance111-t* of the Board of Trustees adopted at the meeting held on Decern6er'15. 2021, with the Resolution- in c $ consideration of application fee-in the sum of'V 50-00 paid by Douglas Bradford and subject to the 410��. �1 - Pi Terms and Conditions as stated in the Resolution,the Southold'Town Board of Trustees'authorizes and permits ,J the following: 6 1.) Wetland Permit for the existing'1,438;Nq.ft.t wo=stOry dweliffig-and to construct an 8.4'x36.21 (304sq.ft.)second floor extension; a proposed*1-.81x10.7'-(19.16sqft.),and'a 1.81x1L91' w, I (21.42sq.ft.)second floor dormer extensions; and a proposed 5'x12.51 (62.5sq.ft.)front porch; and as depicted.on the survey prepared G&A L'indSdrve ing Inc.,dated Novem ber 23, 'ini. K F 2021,and stamped approved on December 15 2021. N IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Co'rp6rat&Seal,to bd affixed, and these presents to be subscribed by a majority of the said Board as of the 15th day of December,2021. W1 Iwo CO C4 P, Williams Absent J r Q� (/l Glenn Goldsmith,President S 0 Town Hall Annex®�� 54375 Route 25 A.Nicholas Krupski,Vice President '` ® P.O.Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly G Telephone(631) 765-1892 Etlizabeth Peeples �'® a® Fax(631)765-6641 V. Irouff -' DEC 1 4 2023 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD `$' ` CERTIFICATE OF COMPLIANCE #2101 C November 6, 2023 THIS CERTIFIES that the demolition of existing dwelling(project meets Town Code definition of Demolition); remove existingsanitary anitary system and install a new UA OWTS system on the landward side of dwelling',reconstruct the 1 438 Osq ft two-story dwelling,• construct an 8.4'x36.2' (304sq ft)second floor extension,•a proposed 1 8'x10 7' (19 26sq ft) and a 1.8'x11.9' (21.42sg.ft.) second floor dormer extensions,• and a proposed 5'xl2 5' (62 5sq ft front porch;existing 18'x23' and 9'xl P (500sq ft)driveway, 55'x4' (220sq ft)front walk; IO'x6'6"(65sq ft.)landing; 12'5"xl095" (125sq—ft)garage patio; 63'x2'6"(130sq ft)5sq.ft each stone—side stepping stone path,• 5'x39'8" (204sq ft)gravel area with(2)AC Condensers;Proposed: 38'6"x8'6"(330sq.ft.)rear patio; and fencing: Front of house: 33'• right side of house: 195'• and PVC on left side 23'• with the condition of no fertilization in zone seaward of the living structure; At 3705 Bay Shore Road,Greenport Suffolk County Tax Map#1000-53-6-16 Conforms to the application for a Trustees Permit heretofore filed in this i office Dated August 18,2021 pursuant to which Trustees Wetland Permit#10046 Dated December 15,2021,was issued and Amended on June 15,2022 and Amended again on October 18,2023 and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the demolition of existing dwelling_(project meets Town Code definition of Demolition), remove existing sanitary system and install a new I/A OWTS system on the landward side of dwelling_reconstruct the 1 438 Osq ft two-story dwelling• construct an 8 4'x36 2' (304sgft)second floor extension; a proposed 1.8'x10.7' (19.26sg.ft.),and a 1 8'xl 1 9' (21 42sq ft)second floor dormer extensions,• and a proposed 5'x12.5' (62.5sg.ft.)front porch; existing_18'x23' and 9'xl 1' (500sq—ft)driveway 55'x4' (220sq ft)front walk; 10'x6'6"(65sg.ft.) landing; 12'5"xl0'5"(125sq ft)arage patio; 63'x2'6"(130sq ft)5sq ft each stone—side stepping stone path-, 5'x39'8"(204sq ft) gravel area with(2)AC Condensers,• Proposed: 38'6"x8'6"(330sg.ft.)rear patio;and fencing: Front of house:33'•right side of house: 195%and PVC on left side 23%with the condition of no fertilization in zone seaward of the living structure. The certificate is issued to u las Bradford owner of the aforesaid property. uthor' re .y et taI Co New York State Department of Environmental Conservation Division of Environmental Permits, Region One51 Building 40-SUNY,Stony Brook,New York 11790.2356 Phone: (631)444-0365 • OAX:(631)444-0360 Y Websl!te:www.dec.state.ny.us Sohn one Commissiloner LETTER OF NON-JURISDICTION November 29,2000 Mr. Douglas Bradford 8 DuPont Avenue White Plains,New York 10605 Re: 1.4738-02774/00001 -(SC7M# 1000-53-4-2.1) 3705 Bay Shore Road Greenport,New York Dear Mr Bradford: Based on the information you have submitted,the New York State Department of Environmental. Conservation has determined that:The portion of property local f the functional bulkhead which is more than 100'iri length and was constructed prior o Au t 197 ' beyond the jurisdiction of Article 25 (Tidal Wetlands)as shown on the Tidal Wetland Map 718-550. Therefore,in accordance with the current Tidal Wetlands Land Use Regulations(6NYCRR Part 661)no permit is required under the Tidal Wetlands Act. Please be advised,however,.that 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'necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project (i.e.a 15'to 20'wide construction area)or erecting a temporary fence,barrier,or hay bate berm. Please be fitrrdw advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. ve truly ours, Rog vans Pe Administrator cc:Catherine Mesiano,Inc. 12 Mill Pond Lane East Moriches, 11946 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: May 18, 2021 TO: AMP Architecture (Bradford) 1075 Franklinville Road Laurel,NY 11948 l Please take notice that your application dated April 30, 2021: For permit to: Construct new front porch, second floor additions and alterations at: Location of property: 3705 Bayshore Road, Greenport,NY County Tax Map No. 1000—Section 53 Block 6 Lot 16 Is returned herewith and disapproved on the following grounds: The proposed construction, on this nonconforming 7,396 sq. ft. parcel in the Residential R-40, is not permitted pursuant to Article XXIII Section 280-124 which states: lots measuring less than 20,000 square feet in total size require a minimum side yard setback of 10 feet with a combined side yard setback of 25 feet. Section 280-124 further states lot coverage to be a maximum of 20 % The proposed construction shows a minimum side yard setback of 6.5 feet(north), and a i side yard setback of 7.3 feet(south), with a combined side yard setback of 13.8 feet. The site plan also shows the proposed lot coverage to be 24.6 %. IAuthorized Signature I Note to Applicant: Any change or deviation to the above referenced application may Irequire further review by the Southold Town Building Department. CC: file, Z.B.A. FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: May 6,2022 TO: AMP Architecture(Bradford) 1075 Franklinville Rd Laurel,NY 11948 Please take notice that your application dated March 9, 2022: For permit to: demolish(as per Town Code definition)and reconstruct a single-family dwelling at: Location of property: 3705 Bay Shore Road, Greenport,NY _ County Tax Map No. 1000—Section 53 Block 6 Lot 16 Is returned herewith and disapproved on the following grounds: The proposed dwelling, on this nonconforming 7,396 sq. ft. lot in the R-40 District, is not permitted pursuant to Article XXIII Section 280-124,which states lots measuring less than 20,000 square feet in total size require a minimum side yard setback of 10 feet and a combined side yard setback of 25 feet and a maximum lot coverage of 20%. The proposed construction will have a minimum side yard setback of 6.5 feet and a combined side yard setback of 13.7 feet with lot coverage at 23.6%. Authorized Siglnifture 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. i fu� WARS MEMBERS ®f SO Southold Town Hall Leslie Kanes Weisman,Chairperson ®�� ey®� 53095 Main Road• P.O.Box 1179 Patricia Acampora Southold,NY 11971-0959 Eric Dantes Office Location: Robert Lehnert,Jr. Town Annex/First Floor, � • �® 54375 Main Road(at Youngs Avenue) Nicholas Planamento ®��c®UNTb,N ' Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD r ) 1�09 Fax (631)765-9064 April 27, 2022 i i' MAY - 5 2022 Jessica Magee AMP Architecture, PLLC 7, 1075 Franklinville Road Laurel,NY 11948 Re: De Minimus Request Denied, File#7544 Bradford, 3705 Bayshore Road, Greenport, SCTM No. 1000-53-6-16 Dear Ms. Magee; We are in receipt of your correspondence dated April 21, 2022 requesting a de minimus approval for proposed improvements to the above referenced single family dwelling. We reviewed your letter and the Zoning Board of Appeals determinations No. 7544, dated October 21, 2021. The applicant was granted variance relief for additions and alterations to the existing single-family dwelling that were less than the code required two side yard setbacks and excessive lot coverage for a second-floor addition and a new porch. In your letter you explain that the plans have not altered from the plans approved by the ZBA in file# 7544. However,the Southold Town Plans Examiner, after reviewing your submissions to the Building Department, has now determined that the project is a demolition pursuant to Town Code. The ZBA relies on the Building Department's expertise to determine whether a project is considered a demolition of an existing structure. Since it is the Building Department's assessment that the subject structure is being demolished, pursuant to Town Code, a Notice of Disapproval will issue for variances that are required. Consequently,the Board has determined that your request is not de minimus in nature. This decision is consistent with other denials for de minimus requests that we have issued to applicants that were granted relief for additions and alterations that were later determined to result in a demolition. Should you wish to pursue the rebuilding of a single-family dwelling,you will need to apply for variance relief for a demolition with a new application and a public hearing. Please contact our office for any additional questions or concerns. Si slieWeisman Chairperson cc: Michael Verity, Building Department )4RCHILTECTURE Operating Business Address:1075 Franklinville Road,Laurel,N.Y.11948 Brooklyn Office:204 25"Street,Suite 203,Brooklyn,NY 11232 C Business Phone:(516)214-0160 Date: April 21, 2022 Southold Town Zoning Board of Appeals 54375 Main Road Southold, N.Y. 11971r � RE: Bradford Residence - 3705 Bayshore Rd As Greenport NY tL ZBA File#7544 Dear Board Members, We are the representative for the homeowner of the above mentioned property. We are requesting a de minimis approval from an original approval dated October 25, 2021 for the following: The Building Department reviewed the approval and the plans dated June 22, 2021, and have deemed this project a demolition. The plans have not been altered from the original approval that was granted. We are requesting the approval be updated to show that the project is now considered a demolition. If you have any questions or concerns, please do not hesitate to contact me. Thank You, Jessica Magee AMP Architecture,PLLC Administrative Assistant E: imagee@amparchitect.com O: 516-214-0160 www.amparchitect.com BOARD MEMBERS = Southold Town Hall 53095 Main Road- P.O. Box 1179 Leslie Kanes Weisman,Chairperson Southold,NY 11971-0959 Patricia Acampora Office Location: ar f = Eric Dantes -� Town Annex/First Floor, Robert Lehnert,Jr. 54375 Main Road(at Youngs Avenue) �C J j'' Nicholas Planamento C;jl� ,� ;ti. , Southold, NY 11971 RECEIVED http://southoldtownny.gov p� jzu4 6 Xasa I/�/�ZONING BOARD OF APPEALS A U 3 2022TOWN OF SOUTHOLD Tel.(631) 765-1809 •Fax(631) 765-9064 Southoid Town Clerk FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF AUGUST 18, 2022 ZBA FILE: 97691 NAME OF APPLICANT: Douglas Bradford PROPERTY LOCATION: 3705 Bayshore Road(Adj. to Shelter Island Sound/Peconic Bay), Greenport, NY SCTM# 1000-53-6-16 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 thru A14-25, and the Suffolk County Department of Planning issued its reply dated June 24, 2022 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated July 25, 2022. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available, it is recommended that the proposed action for exceeding lot coverage is INCONSISTENT from the LWRP pertaining to Policies 1 and 4 of the Chapter. Since the proposed addition on the waterside of the dwelling does not create any additional ground disturbance,the Board finds the proposed action CONSISTENT with the LWRP. The proposed side yard setbacks and second-floor additions are recommended as EXEMPT. PROPERTY FACTS/DESCRIPTION: The subject property is a 7,396 square foot parcel in the Residential R-40 Zoning District. The northerly line measures 147.87 feet the easterly line measures 50.00 feet and is adjacent to Shelter Island Sound/Peconic Bay,the southerly line measures 147.97 feet and the westerly line measures 50.00 feet and is adjacent to Bayshore Road. The parcel is improved with a two-story frame residence with an accessory one- car garage located to front of the residence facing Bayshore Road, and there is a wooden deck with jacuzzi in the rear yard Facing Peconic Bay. The survey map was prepared by Peter A. Groben, L.S., dated November 23, 2021. BASIS OF APPLICATION: Request for Variances from Article XXIII, Section 280 -124 and the Building Inspector's May 6, 2022 Notice of Disapproval based on an application for a pen-nit to demolish as per Town Code definition, and reconstruct a single family dwelling at; 1) located less than the code required minimum side yard setback of 10 feet on two side yards, 2) located less than the code required minimum combined side yard setback of 25 feet: 3) more than the code permitted maximum lot coverage of 20%; located at: 3705 Bayshore Road (Adj. to shelter Island Sound/Peconic Bay), Greenport, NY. SCTM#1000-53-6-1 6. Page 2,August 18,2022 #7691, Bradford SCTM No. 1000-53-6-16 RELIEF REQUESTED: The applicant requests variances to demolish the structure as per town code and construct a new front porch and reconstruct the first and second floor. The proposed construction, on this nonconforming 7,396 square foot parcel in the Residential R-40 Zoning District is not permitted pursuant to Article XXIII Section 280-t24 which states: lots measuring less than 20,000 square feet in total size require a minimum side yard setback of 10 feet with a combined side yard setback of 25 feet. Section 280-124 further states lot coverage to be a maximum of 20%. The Architectural Plans depict proposed demolitions and reconstruction to both floors and an addition of dormers to the second floor along with the new proposed porch, The proposed construction shows a minimum side yard setback of 6.5 feet(north),and a side yard setback of 7.3 feet(south),with a combined side yard setback of 13,8 feet. The site plan also shows the proposed lot coverage to be 24.6%. The increased expansion is a total of 545 square feet and shown on the drawing prepared by Anthony Portillo, Architect and dated March 9, 2022. ADDITIONAL II IFORLMATION: The existing hot tub/jacuzzi on the wooden deck facing seaward will be removed as shown on the site plan. Upon examination of the existing garage, it was found to have a full bath room including a shower along with a large kitchen like counter-top sink and cabinet. While half baths are allowed, the shower and large kitchen like sink and cabinet are not. The representative submitted prior ZBA detennination #4971 dated July 19, 2001 in which the Board granted relief for additions and alteration to the dwelling on the subject property, maintaining the northerly and southerly side yard setbacks at a minimum of 6.5 and 7.5 feet respectively and a maximum lot coverage of 24.2 percent. f In addition, the applicant's representative submitted prior ZBA determinations for similar relief in the subject neighborhood. ZBA#6562 approval for a 5 feet side yard setback. ZBA#7234 approval for 6 feet side yard setback. ZBA #6556 approval for 26% lot yard coverage with side yard setbacks at 6.5 feet at the north property line and 8.0 feet side yard setback at the southern property line and combined side yard setback of 14.5 feet with total lot coverage of 26%. ZBA 96144 approved 33.7% lot coverage. This community has many small lots with homes that have been remodeled over time. This application is also subject to Southold Town Board of Trustees approval DEMOLITION: The applicant had previously received variance relief for nearly identical improvements, Appeal No. 7544, on October 21,2021, for a project considered by both the applicant and Building Department as additions and alterations. After the Building Department Permits Examiner received a demolition plan from the applicant, it was determined that the proposed improvements are in fact a demolition of the existing structure and reconstruction tinder Southold Town Code,thus necessitating a re-hearing since the Board of Appeals denied a de minimus request from the applicant's architect in a letter dated April 27, 2022. During the hearing the applicant's architect testified that he disagreed with the Permit Examiner's determination. The current site plan submitted shows the attached deck and hot tub to the rear of the dwelling to be removed. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on August 4, 2022 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence, the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law §267-b(3)(b)(1). Grant of the variances for a code defined demolition and reconstruction of the dwelling will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The addition of dormers and a front porch are characteristic of the design of other homes on Bayshore. Non-conforming side yard and rear yard setbacks as well as excessive lot coverage are typical in this neighborhood which is characterized by small, narrow lots. 2. Town Law §267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The existing dwelling already has non-conforming single Page 3, August 18,2022 #7691,Bradford SCTM No. 1000-53-6-l6 and combined side yard setbacks which are being maintained with the addition of the proposed second floor construction and the lot coverage is already approved by prior ZBA decision for 24.2%. 3. Town Law V67-b(3)(b)(3). The variances granted herein are mathematically substantial, representing 35%and 27% for each side,respectively and combined side yard relief at 44.8% relief from the Code. The lot coverage relief requested is mathematically substantial representing 23% relief from the Code. However, prior ZBA approval for a lot coverage of 24.2 % was granted and the proposed increase is for .4% which is de minimus and the existing non- conforming side yards setbacks, which also received prior ZBA approval, are being maintained. 4. Town La-w §267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law$267-b(3)(b)(5). The difficulty hast been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law �267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a new front porch and second floor additions and alterations while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York'Town Law 267-B, motion was offered by Member Acampora,seconded by Member Dantes, and duly carried, to GRANT the variances as applied for, and shown on the Site Plan and Architectural Plans prepared by Anthony Portillo, Architect and dated March 9, 2022. SU1�.IIiE�C*tT�Tti�TI'rH►E i®7LL�C3��:�L�'�G C.®,�DTT�TOJ NHS;; i. The waterside"as built deck" and Hot Tub/Jacuzzi shall be removed. '. The shower in the accessory garage shall be removed. A The kitchen like counter-top sink and cabinet in the accessory garage shall be removed.. 4. This variance relief is subject to Southold Town Board of Trustee's Approval. This approval shall not be deemed effective until the required conditions have been: met.At the discretion of the Board of Appeals,failure to comply with the above conditions may render this decision null and void That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. The Board reserves the right to substitute a similar design that is de nzinimis in narzere for an alteration that does not increase the degree of nonconformity. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s) granted herein as shown on the architectural drawings, site plan and/or survey cited above, Butch as alterations, extensions, or demolitions, are not authorised under this application when involving Page 4, August 18,2022 97691, Bradford SCTM No. 1000-53-6-16 nonconformities tinder the zoning code. This action does not authorize or conc:lone am.,current or future use.setback or other feature o/the st[b/ect properh•that n7c7v violate the Zoning Code, other than such uses, setbacks and other features cis are expressly addressed in this action. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3) years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1) year terms. Vote of the Board: Ayes: Members Weisman(Chairperson) Dantes, Planamento, Acampora, and Lehnert. This Resolution was duly adopted (5-0) hf Leslie Kanes Weisman, Chai person Approved for filing B l /,;12022 •i BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson 0�\\rjf so�Tyo! 53095 Main Road•P.O.Box 1179 Patricia Acampora O Southold,NY 11971-0959 t Office Location Robert Lehn : Eric Danerttes CATown Annex/First Floor, • y0 54375 Main Road(at Youngs Avenue) Nicholas Planamento O`,j%uu(�Nov Southold,NY 11971 http://southoldtownny.gov RECEIVED ZONING BOARD OF APPEALS TOWN OF SOUTHOLD OCT 2 6 2021 Tel.(631)765-1809•Fax(631)765-9064 ti 1 �, y L� So thold Town Clerk FINDINGS,DELIBERATIONS AND DETERMINATION . MEETING OF OCTOBER 21,2021 ZBA FILE:#7544 NAME OF APPLICANT: Douglas Bradford PROPERTY LOCATION:3705 Bayshore Road(Adj.to Shelter Island Sound/Peconic Bay),Greenport,NY SCTM# 1000-53-6-16 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type H category of the State's List of Actions,without further steps under SEQRA. SUFFOL-K COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 thru A14-25,and the Suffolk County Department of Planning issued its reply dated July 12,2021 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold'Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards.The LWRP Coordinator issued a recommendation dated September 8,2021.Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department,as well as the records available, it is recommended that the proposed action is INCONSISTENT from the LWRP pertaining to Policy 4.1 of the Chapter. The coordinator stated in his comments that a portion of the subject parcel where the new porch is proposed is Iocated within the FEMA flood zone VE(velocity hazard). The flood zone poses a high flood risk. The VE flood zone is an area inundated by 1% annual chance flooding with velocity hazard (wave action). Structure in these locations should be minimized and not increase or exceed the bulk schedule requirement(percent cover). However, since the proposed addition on the waterside of the dwelling does not create any additional ground disturbance,the Board finds the proposed action CONSISTENT with the LWRP. The proposed side yard setbacks and second-floor additions are recommended as EXEMPT. PROPERTY FACTS/DESCRIPTION: The subject property is a 7,396 square foot parcel in the Residential R-40 Zoning District. The northerly line measures 147.87 feet the easterly line measures 50.00 feet and is adjacent to Shelter Island Sound/Peconic Bay,the southerly line measures 147.97 feet and the westerly line•measures 50.00 feet and is adjacent to Bayshore Road. The parcel is improved with a two-story frame residence with an accessory one- car garage located to front of the residence facing Bayshore Road, and there is a wooden deck with jacuzzi in the rear yard facing Peconic Bay. The survey map was prepared by John T.Metzger,LS and last revised July 9,2001. BASIS OF APPLICATION: Request for Variances from Article XXIiI, Section 280 -124 and the Building Inspector's May 18,2021 Notice of Disapproval based on an application for a permit to construct a new porch and h Page 2,October 21,2021 #7544,Bradford SCTM No. 1000-53-6-16 second floor additions and alters to a single-family dwelling;at; 1)located less than the code required minimum side yard setback of 10 feet on two side yards;2)located less than the code required minimum combined side yard setback of 25 feet: 3)more than the code permitted maximum lot coverage of 20%; located at:3705 Bayshore Road(Adj.to shelter Island Sound/Peconic Bay),Greenport,NY. SCT'M#1000-53-6-16. RELIEF REQUESTED: The applicant requests variances to construct a new front porch,second floor additions and alterations The proposed construction,on this nonconforming 7,396 square foot parcel in the Residential R40 Zoning District is not permitted pursuant to Article YM Section 280-124 which states: lots measuring less than 20,000 square feet in total size require a minimum side yard setback of 10 feet with a combined side yard setback of 25 feet. Section 280-124 further states lot coverage to be a maximum of 20%. The Site Plan and Architectural Plans depict proposed addition of dormers to the second floor along with the new proposed porch. The proposed construction shows a minimum side yard setback of 6.5 feet(north),and a side yard setback of 7.3 feet(south),with a combined side yard setback of 13,8 feet. The site plan also shows the proposed lot coverage to be 24.6%. The increased expansion is a total of 545 square feet and show on the drawing prepared by Anthony Portillo,RA, and dated June 22,2021. ADDITIONAL INFORMATION: The LWRP coordinator and the applicant differ on the VE flood zone shown on the applicant's survey versus the map used by the LWRP coordinator. The existing hot tub/jacuzzi on the wooden deck facing seaward should be eliminated. Upon examination of the existing garage,it was found to have a full bath room including h a shower along with a large kitchen like counter-top sink and cabinet. While half baths are allowed, the shower and large kitchen like sink and cabinet are not. The representative submitted prior ZBA determination #4971 dated July 19,2001 in which the Board granted relief for additions and alteration to the dwelling on the subject property,maintaining the northerly and southerly side yard setbacks at a minimum of 6.5 and 7.5 feet respectively and a maximum lot coverage of 24.2-percent. In addition, the applicant's representative submitted prior ZBA determinations for similar relief in the subject neighborhood. ZBA#6562 approval for a 5 feet side yard setback. ZBA#7234 approval for 6 feet side yard setback: ZBA 46556 approval for 26%lot yard coverage with side yard setbacks at 6:5'feet at the north property line and 8.0 feet side yard setback at the southern property line and combined side yard setback of 14.5 feet with total lot coverage of 26%. ZBA#6144 approved ed 33.7%lot coverage. This community has many small lots with homes that have been remodeled over time. This application is also subject to Southold Town Board of Trustees approval FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on October 7,2021 at which time written and oral evidence were presented. Based upon all testimony,documentation,personal inspection of the property and surrounding neighborhood,and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law&267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of the-neighborhood or a detriment to nearby properties. The addition of dormers and a front porch are characteristic the design of other homes on Bayshore. .Non-conforming side yard and rear yard setbacks as well as excessive lot coverage are typical in this neighborhood which is characterized by small,narrow lots. 2. Town Law§267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method,feasible for the applicant to pursue, other than an area variance. The existing dwelling already has non-conforming single and combined side yard setbacks which are being maintained with the addition of the proposed second floors construction and the lot coverage is already approved by prior ZBA decision for 24.2%. Page 3,October 21,2021 #7544,Bradford SCTM No. 1000-53-6-16 3. Town Law 4267-b(3)(b)(3). The variances granted herein are mathematically substantial,representing 35%and 27%for each side,respectively and combined side yard relief at 44.8%relief from the Code. The lot coverage relief requested is mathematically substantial representing 23%relief from the Code. However,prior ZBA approval for a lot coverage of 24.2%was granted and the proposed increase is for.4%which is de minimus and the existing non- conforming side yards setbacks,which also received prior ZBA approval,are being maintained. 4. Town Law 4267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law 4267-b(3)(b)(5). The difficulty hast been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6.Town Law 6267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a new front porch and second floor additions and alterations while preserving and protecting the character of the neighborhood and the health,safety and welfare of the community. RESOLUTION OF THE BOARD:In considering all of the above factors and applying the balancing test under New- York Town Law 267-B,motion;was offered by Member Acampora,seconded by Member Weisman(Chairperson); and duly carried,to. GRANT the variances as-applied"for, and. on the Site'Plan,and.A.rchitectural Plans prepared by Anthony Portillo,Architect and dated June 22,2021 - SUBJECT TO THE FOLLOWING CONDITIONS: 1. The waterside"as built deck".and Hot Tub/Jacuzzi shall be removed. 2. The shower in the accessory garage shall be removed. 3. The kitchen like counter-top sink and cabinet in the accessory garage shall be removed and replaced with a sink fitting a half bath. 4. This variance relief is subject to Southold Town Board of Trustee's Approval. This approval shall not be deemed effective until the required conditions have been met.At the discretion of "the Board ofAppeals,failure to comply with the above conditions may render this decision null and void That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued The Board reserves the right to substitute a similar design that is de minimus in nature for an alteration that does not increase the degree of nonconformity. Any deviation from the survey,site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variances)granted herein as shown on the architectural drawings, site plan andlor survey cited above,such as alterations,extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use,setback Page 4,October 21,2021 #7544,Bradford SCTM No. 1000-53-6-16 or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may,upon written request prior to the date of expiration,grant an extension not to exceed three(3) consecutive one (1)year terms. Vote of the Board: Ayes: Members Weisman(Chairperson),Dante, and Planamento,Acampora and Lehnert. This Resolution was duly adopted(5-0). Aes�fiees Weisman, Chairperson Approved for filiria / /2021. FORM NO.3 RECEIVED TOWN OF SOUTHOLD �U��� BUILDING DEPARTMENT Za SOUTHOLD,N.Y. Zoning Board of Appeals NOTICE OF DISAPPROVAL DATE:May 6,2022 TO: AMP Architecture(Bradford) 1075 Franklinville Rd Laurel,NY 11948 Please take notice that your application dated March 9,2022: For permit to:fthoMh-(riper•Town Code definition)`acid reconstruct a-single=farm y-dwelling at: Location of property:3705 Bay-Shore.Road-Greenport NY. County Tax Map No. 1000-Section 53 Block 6 Lot 16 Is returned herewith and disapproved on the following grounds: the.proposed dwelling:on.thi's.nonconformin;•7.396 sq.ft.-lot in the R-40 Distridt:is not permitted Rursuant to Article XXM Section.180-124.-which.states.lots measuring less than 20.000 square•feefin tdtal size require a minimum aide yard setback�of 10feet and_a combined side yard:setback of 25.feet and a maximum lot.coverd&of 20%.. _ The proposed construction will have a minimum side•yard setback'of 6.5 feet and a-combined �e yard-setback of 13.7 feet with lot coverage.at 23.6%. Authorized Sigriaturd 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. t, Fee:$ Filed By: Assignment No. RE APPLICATION TO THE SOUTHOLD TOWN BOARD OF APPEAL %4���� 2 2 2( AREA VARIANCE 022 House No. 3705 Street Bayshore Rd Hamlet Greenport Zoning Board of Appeals SCTM 1000 Section 53 Block 6 Lot(s) 16 Lot Size 7396 sfZone R-40 NC I(WE)APPEAL THE WRITTEN DETERMINATION OF THE BUILDING91g f PECTOR DATED 5/6/22 BASED ON SURVEY/SITE PLAN DATED 37 Owner(s): Douglas Bradford Mailing Address: 3705 Bayshore Rd Greenport NY 11944 Telephone: 914-557-9097 Fax: Email: greenmen@verizon.net NOTE:In additign to the above,please complete below if application is signed by applicant's attorney,agent,architect, builder,contract vendee,etc.and name of person who agent represents: Name of Representative:AMP Architecture for(X)Owner( )Other: Address:10200 Main Rd Unit 3A Mattituck NY Telephone:631-603-9092 Fax: Email:imagee@amparchitect.com Please check to spedfy who you wish correspondence to be mailed to,from the above names. , ( )Applicant/Owner(s), (X)Authorized Representative, ( )Other Name/Address below: WHEREBY THE BUILDING INSPECTOR REVIEWED SURVEY/SITE PLAN DATED 3/9/22 and DENIED AN APPLICATION DATED 5/6/22 FOR: (X)Building Permit ( )Certificate of Occupancy ( )Pre-Certificate of Occupancy ( )Change of Use ( )Permit for As-Built Construction ( )Other: Provision of the Zoning Ordinance Appealed. (Indicate Article,Section,Subsection of Zoning Ordinance by numbers.Do not quote the code.) Article: ME Section: 280 Subsection: 124 Type of Appeal. An Appeal is made for: (X)A Variance to the Zoning Code or Zoning Map. ( )A Variance due to lack of access required by New York Town Law-Section 280-A. ( )Interpretation of the Town Code,Article Section ( )Reversal or Other A prior appeal 10 has (��has not been made at any time with respect to this property,UNDER Appeal No(s).#7s4a�0' 9 Year(s). 1963,1964,2001,2021 .(Please be sure to research before completing this question or call our ofce for assistance) Name of Owner: ZBA File# BUILDING DEPARTMENT- Electrical Inspector 4 G ..TOWN OF SOUTHOLD 2 " Town Hall Annex - 54375 Main Road - PO Box 1179 co Southold, New York 11971-0959 . . p� Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(aDsoutholdtownny.gov- seand(cr-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 3 0 0'13 Company Name: Electrician's.,Name: License No.: Elec- email: 16 6-/CGS r Elec. Phone No: S p ?Ellrequest an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFOR TION _(All Information Required) Name:�A r-,16/Aef'd Address: D Cross Street: Phone No.: Bldg.Permit#: email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): A 0 Ai- C'&eA-�- , Square Footage: Circle All That Apply: Is job ready for inspection?: ❑ YES ❑ NO ❑Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 D H Frame Pole Work done on Service? Y F1N Additional Information: PAYMENT DUE WITH APPLICATION re C- i r { PERMIT 9 Address: Switches I If& Outlets i GFI's Surface 'f�` J I Sconces H H's 1 UC Lts Fans Fridge 1 HW J�, r 1 � i Exhaust 11 WAD Oven In Q } 3 U/I Smokes 1 DW Mini Carbon Micro Generator Combo S 'Z, � Cooktop e,_, � Transfer AC Z AH 'I 2 Hood Service Amps Have Used Special: Comments Nunemaker, Amanda From: Nunemaker,Amanda Sent: Tuesday,April 12, 2022 3:56 PM To: 'Jessica Magee' Subject: 3705 Bay Shore Rd Greenport Hi Jess, I am reviewing the application for the Bradford residence. Unfortunately,this is the first time I am seeing the plans, and what is being proposed would be classified as a demolition as per Town Code definition due of the extent of work. With that being said,you will have to go back to ZBA&Trustees and apply as a demolition. In addition, Health Dept approval will be required. At the time of the original disapproval application, our department was only given the site plan. Please be sure that we get existing/proposed elevation views and floor plans in the future when reviewing disapproval applications so this situation can be avoided. Before re-applying to the ZBA,try to submit a de minimus letter as a demolition and see if they will possibly approve of it as such. If not, I will have to write a new Notice of Disapproval. Amanda Nunemaker Building Permits Examiner Southold Town Hall Building Department 631-765-1802 1 Nunemaker, Amanda From: Nunemaker,Amanda Sent: Wednesday,April 20, 2022 8:53 AM To: 'Anthony Portillo' Subject: RE: Bradford Estimate and Appraisal Anthony, Like I mentioned earlier,this is the first time we are seeing this plan in this office. The plans that were approved by ZBA do not show the full picture. They do not have the demo plans. In the future, it is imperative that you submit existing and proposed floor plans and elevation views when applying for a disapproval. In addition,the plans that are submitted to us for a building permit MUST to be the same exact plans as reviewed and approved by ZBA. The plans approved by ZBA are lacking important detail that they should have seen. Regarding the appraisal, you have to use the depreciated value of the house without any other improvements which will take the value to approximately to$637,471.00(excludes garage and extras). The quote provided will exceed 50% of this value. Also, most importantly,the appraisal report is valuing the house at$400 per sq.ft.and the cost estimates are valued at only$147.48 per sq.ft. (construction costs undervalued). It is also your responsibility to thoroughly review these details when applying for future projects to avoid these situations that take up both of our time and the homeowner's time. Start with the de minimus letter with ZBA and see how they respond. You will need to go back to Trustees as you know. Also,SCHD approvals will be required. From:Anthony Portillo<aportillo@amparchitect.com> Sent:Tuesday,April 19, 2022 6:55 PM To: Nunemaker,Amanda<Amanda.Nunemaker@town.southold.ny.us> Subject: Bradford Estimate and Appraisal Hi Amanda, I spoke to the owner,and he is not happy with the news. He sent me an appraisal and bid from his contract, I reviewed this, it looks like the cost to do the work is less than 50%of the appraisal provided. Can you take a look at this. It is getting close, but I think MarrCon covered everything. I do not see much of an increase during construction. I can discuss tomorrow over the phone if needed. Thanks, Anthony Anthony Portillo, RA, LEED AP Principal Architect A M P Architecture Design + Build Office: 516-214-0160 www.amparchitect.com 1 Nunemaker, Amanda From: Nunemaker,Amanda Sent: Friday, May 6, 2022 11:23 AM To: aportillo@amparchitect.com Subject: Bradford 3705 Bay Shore Rd Hi Anthony, I just received the de minimus letter from ZBA—they have denied your request and stated that you will need to reapply with a new application and hearing for a demolition. Let me know if you want me to issue a new NOD or if you will be revising the plans. From: Nunemaker,Amanda Sent:Wednesday, April 20, 2022 4:00 PM To: 'Anthony Portillo'<aportillo@amparchitect.com> Subject: RE: Bradford Estimate and Appraisal Ok,thank you Anthony. From:Anthony Portillo<aportillo@amparchitect.com> Sent:Wednesday,April 20, 2022 3:54 PM To: Nunemaker,Amanda<Amanda.Nunemaker@town.southold.nv.us> Subject: Re: Bradford Estimate and Appraisal Hi Amanda, I have never submitted demolition plans for denial letters, nor was it asked for. I have no issue doing that, and we will do that moving forward. We will take care of the items needed and send them to you once completed. Thanks, Anthony On Wed, Apr 20, 2022 at 8:52 AM Nunemaker,Amanda <Amanda.Nunemaker@town.southold.ny.us>wrote: Anthony, Like I mentioned earlier,this is the first time we are seeing this plan in this office. The plans that were approved by ZBA do not show the full picture. They do not have the demo plans. In the future, it is imperative that you submit existing and proposed floor plans and elevation views when applying for a disapproval. In addition,the plans that are i submitted to us for a building permit MUST to be the same exact plans as reviewed and approved by ZBA. The plans approved by ZBA are lacking important detail that they should have seen. i . 1 AMP Architecture Address:10200 Main Road,Unit 3A,PO Box 152,Mattituck NY 11952 Phone:(631)603-9092 Design + Build j V SEP 2 6 2022 September 26, 2022 Re: Bradford Residence 3705 Bayshore Rd Greenport NY To Whom It May Concern: Enclosed please find a Building Permit Application for the above address. - Building Permit Application - ZBA Approval - Trustees Approval - HD Approval - DEC NJ Letter - 4 copies of Construction Documents Please contact our office if you have any questions. Thank you, Jess Magee Page 1 of 1 Dwyer, Tracey From: Dwyer,Tracey Sent: Tuesday, November 29, 2022 11:27 AM To: 'msarabia@amparchitect.com'; 'aportillo@amparchitect.com' Subject: building dept Bradford application at 3705 bayshore road Michelle, Your application is ready to be written, however you included the RES check compliant to IECC 2021,our office requires 2018 IECC compliance. Please email me a new RES check compliant to 2018 IECC energy code so I can issue the permit. Also, I want to be clear that this application does not include any work on the existing garage. ccessory structure requires its own application. With that in-mind I would suggest you apply for a pre-co for t e garage. In order to have a half bath in an accessory structure today,you would need health department approval. I'm no a how long the garage has had a bathroom. Lastly, it was clear in the ZBA decision that there could not be a s ower,cabinets&the second vanity sink in the garage. r Thank you Tracey Dwyer �" 1 j I LOT 66, "AMENDED MAP A, PECONIC BAY ESTATES" f rr pp �f1 r SURVEYED:23 NOV 2021 ( [,�"�), E C 15 FILED 19 MAY, 1933 AS FILE NO. 1124 ATARSHAMOMOQUE, DEC 6 2021 TOWN OF SOUTHOLD �� a . SUFFOLK CO., N.Y. ;' 1.47 SCTM 1000-53-06- '6 TBH2POL 6.61 "GB Southold Town 3.53 NG 3oard of TrusleeS 7.42 UP49 c �ryOQ 'HytIPA2312•�OpRfl SCALE: 1"=20' CONGAS to AC:ASPHALT j. �',�� CAN. .59NG AP:ANGLE POINT n l ®r�� 1 1N v�� O BB:BELGIAN BLOCK m O, e� NcsNO. ��n O BLD:BUILDING W ,pp'4p s.s2 Co tics" . • • � $ CD:COMPOSITE DECK �y O�C 1113 .6.45NG O CL:CENTERLINE n z slz Iowa EX.=EXISTING �'�w y \\ BC2FSGT 7.62 2'sWT6�A 1,63• `Q 8.42CDAP8 GRAV5.76 m EX.SS.LAT.:EXIST "' f0N% s 5 6.62 NG GRA V 8.21 SEWER LATERAL ' 1$. . 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TBR:TO BE REMOVED ob 6.85 / erg°' N r 3 w , 60D P 6.OZ.",, ::�:?i: TC:TOPOFCURB G1 fTBODSET Bhp RflOc66$6 n r ' ,� B W(7A 0,1N w...: 5.93WBHAP • eQ 6g9 Ec6• WBN ro,'r;t?:;. 1.70NG TG:TOP OF GRATE �°y BKAP 7.00 1 �- .;. ....; TH:TEST HOLE y G 52. I \G m 310 GT•2A 6.90 NG 0:::: 6.92TSHWDPOL TIN:TOP OF WALL UIL:UPPER LEVEL _. GRAVAP 641 w PZ T'p0 UIP:UTILITY POLE O EP 6.48 `;:. >rr. :GARAP 69 GPP a eo CK ri. ':<r 6.94 6• O 6 77 NGGRA V 6.23 a� WF:WOOD FENCE :.? z0`< '';. FF WV:WATER VALVE rro :r.O,;"S'.: ;;:•w q 7�1• ', Q1.63NG VF:VINYL FENCE H O >a ' GRA $73V4 .6 0 CMFD 6.75 .6.74 NG OX 0 GRAVAP6.31^" c 6.69WM •o rn cn o rn BY 9 O ■ =CONC.MONUMENT AC6,71+ EPAP6.2s aSB, :: ::::::::::.:..::..:::::::::::::.:::::::: :::::.::..... BOARD OF TRUSTEES '� Y 03 WN OF SOUTHOLD �- a LOT 7 9 .�3 6 S.F.T O TIE LI NE o '6.55 �,p - ' 6.83 80DSET BKPCCA DATE -r �/�,g� .0.80 WP EPAP6.25 ai t�► '�'"^ ��l�2� p y, A/L! THE OFFSETS OR DIMENSIONS SHOWN HERONFROMTHE PROPERTYLINES TO % THE STRUCTURES ARE FOR A SPECIFIC PURPOSE&USE.THEREFORE,THEYARE P n _ r�_____�_ LAN P C! .50869 NOT INTENDED AD 7i0 MONUMENT'THE RES OR MYI OTHINES ?I PD VEMENUIDE HE ERECTION 1 y _ P.O. B Y 11961 OFFENCES ADDlRONAL STRUCTURES OR ANY OTHER IMPROVEMENT UNAUTHORIZED ALTERATIONS GRADD177ONS TO THIS SURVEY ISAVIOLATION OF 9 899 SEC77ON 7209 SUBDIVISON 20OF THE NEW YORK STATE EDUCA71ONLAW COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM FEMA FIRM MAP NO.36103CO159H THE SURVEY IS PREPARED, AND ON THEIR BEHALF.TO THE TITLE COMPANY GOV ,6.49AC 6.27EP �SLAN� VIEW LANE COMMUNITY NO.360813 SOUTHOLD ERNMENT AGENCY AND LENDING INSTITUTION LISTED HERE ON.CERTIFICATIONS ARENDT TRANSFER4BLETOADD1710NALINSTITUTIONS ORSUBSEQUENTOWNERS, NO RESPONSIBILITYIS ASSUMED BY THE UNDERSIGNED FORANYSURFACE, SUB- SURFACE, j ELEVATIONS SHOWN HEREON ARE REFERENCED TO NAVD 88 AERIAL EASEMENTS,SUBSURFACE UTILRIES AND/ OR STRUCTURES IN OR OUT OF EASEMENTS IF SO PROVIDED. SCTM 1000 53 06 16 PROJEGIT/Z•OtIING DA CL TA l CD TAX MAP# 1000-55-06-I6 p rn W Z ZONING DISTRICT R-40 NG LOT AREA 0.17 ACRES I D: irZ FEMA FLOOD ZONE AE PROPOSED 2ND — DSAPPROVAl `�z J FLOOR DORMER WETLAND5 DISTRICT Y Lo a W EXTENSION PROPOSED 2ND DEC DISTRICT NON-JURISDICTION i 0 ci 100 SETBACK FLOOR EXTENSION MEAN HIGH WATER acr MARK 4� TIE LINE ao z�-1 Z} ' U. I I new I _ I RHRII I ®R I I H U I � J Q EXIST. BULKHEAD I I=1 11=1 I I—III—III-1 I I—III—III—i I I—III—III— _ — _ - - - - - - - - - —1 — �! III—i I I_�_t I I_I I I_I 11=J=1 11=111=�=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=�1=1 11=1 I I_I I I—III—I 11=1 1=1 11=1 I I I-=1___ __ _ III_III_III_III_III_III_I 1=III=III=III=III=III=III=III=III=III=III=III=L=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=1 1= _ — — — — — E — -�_11=—III I11_I I I_I I I_I I I_I 11=1I 1=�=1I 1=1I 1=11=1I 1=1 I I1I_.I=1 I I=1 I I=1 11=1 11=1 11=1 11=1 I L—EXI STI NC-1 11=1 I L—I 11=1 I I_I I hI 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I I-1 I I-1 11=I= I- - - - - - - - - - - - - = - - _ _ I „III-1 I II I I-1 I I=1 11=1 11=1 11=1 I I I I I=111=1 11=1 11=1 11=1 I L—I 11=1 11=1 11=1 I I—I 11=1 11=1 11=1 11=1 I I—I 11=1 I I—I 11=1 = _ _ _ _ _ _ _ -- - =I I—I I III III III—III III_III_III_I I LI I I—III—I I I_I I I_I I I_I I I—I I I_I I I I I I_I I I_, 11=1 11=1 1=1 I I—I I—,_EARTH =1 11=1 1=1 I—III—III - - - - _ _ —_ _— _— I_I I III I_I I I—I I I_I I—I I_I I—I I_I 11=1 H I—III—III—III_III_I I_I I_I I CI i I—I I_I I_I I I—I 1=�1=1 I I-1 11=1 11=111=1 III_III_III—III_T_III_III=ll=III—III=III—III—III=III—III=III=III=III=III—III=III=III=III—III=III=III=III—III—III—III—III=III=III=III=III=III=III=III=III=JII=III—III=III :EL: 1.6 SITE ELEVATION SCALE.5A(,'=V-O° LOT GO�/ERAGE DESCRIPTION(FOOTPRINT) AREA %LOT GOVERA5E TOTAL LOT AREA '1,5cwo S.F. EXISTING BUILDING 1,455.0 S.F. I9.4% EXI5TIN5 FRAME GARAGE 521.0 S.F. 4.5% PROPOSED COVERED PORCH 62.5 S.F. 0.5% TOTAL AREA OF ALL STRUCTURES 1521.5 S.F. 24.6% g "MAXIMUM LOT COVERAGE ALLOWED-20% a SITE LAYOUT NOTES: 1• THI5 15 AN ARGHITEGT'5 SITE PLAN 4 15 PROPOSED 2ND c 5UBJEGT TO VERIFICATION BY A LICENSED FLOOR DORMER --Ji—]—t SURVEYOR. THE INFORMATION N13°00'40"E _ J_- - - PROJECT: REPRE5ENTED ON THIS SITE PLAN 15 TO THE Z�— - - - - - ARGHITEGT'S BEST OF KNOWLEDGE. BRADFORD 2.SURVEY INFORMATION WAS OBTAINED -fl 52,5 4T.0' d, I Q t FROM A SURVEY DATED MAY I6,Ig94 AND rtt RESIDENCE 0 I I - 2q 6 tt I O m PREPARED BY: D 16 PEGONIG SURVEYORS,P.G. 15'S1 E SETBACK ¢— to O ' N.Y.STATE LAND SURVEYOR 45.8' L1G.a04g618 U) 4�'S' a I c GR ENPORT,NY,11944 o P.O.BOX qoq = i P• EXIST.2]N-lE '_ �k 1230 TRAVELER STREET o O I cv RG _ I 1 DRAWING TITLE: SOUTHOLD,NY Ilg'il I 0—� 1 �n WD.FROP. EXIST. EXIST. (631)-f65-5o20 m I m I X DWELL FL. DECK GONG. I SITE PLAN&ZONING DATA tp u I I p t,14 BEDR TO BE BULKHEAD PROPERTY ELEVATION 8' ^dJ REMOVED I MHWM AT TIE LINE If/ EXIST. I PAGE: EXIST. EXIST. � - O WOOD DECK N DRIVEWAY FRAME 6ARASE 10'51 SETBACK am TRUSTEES 29.6' .4' O A rn 0A0 II O DATE ,RF S 13°OO'40"W — - r- - - - - - - - f F PROPOSED 2ND 14 I.g!'1 � /�w� \\� m O FLOOR DORMER �`/ r :.A r � Q V , �I (P _ti•s ;m SITE PLAN 037406 51-ALE.r-o'=101-0• 1 Ink L r �t n \) J '40 C O U1 21�• ` ,may � - 7 ? eat 8 i ( R C) INA UwA -'V r es V cri b rt IL '1 i•' err �.'-, , 't ISLAND VIEW LANE iJ'/ 1 Vi l V�I /f CG `7 �4 CI // L T U�+�+; O AMENDED AMP A, PECONIC 6A Y ES'T"A 1`ES L 0 CU 1�E1 i 4 GE (AXIS 7 ltV G1 F�ED M64 Y 19,1938 AS MAP No 1124 A T ARSh'AMot} ooi zE LOr c0., C u I N) ( 2 .2 TO WN OF:SOUTHOLD SG�FFG►LK COO }�' �+i X. 1000,7_53r 06 15 Sc - 0' weary '194 RR IV,3,6107Col5g G PCT. 23, 2000 Nov 3, 2Q0�1 f rare: additions ARFA, ,7y/��39rp� �qp ft ,ia a a (H) OSIONS coal -Iolvsl to ff i..F l I,i�+c. ,. ��G✓'�,Y FINISH t?,� QOR. LEV,A TICW 10 CRA W4 SPACE MINATJq(VS Ah 3 CQPYrQLN�Lp+ ARE REFER�AIC p. ' y c��r �..- AVA Mr Ai 7&U Tov OR A,4G'3MOV To$LVVE•Y/.S A MA7-10N r OF s€er%v r r r�o rr srAre�DlICAT1CkY LAB ' kT AS P AR SI Gt77AdE Af'PLAitS,hg4EVAt ! YES- L IC; ND. 43EI8 AARr OMILY FO Wty OTH W LA#'.27£ MW`A47M By. ECQ " L' P.C. T BE`t:t9EV Oy ANY AA6 ALL SWVI YOR5 UT,C, A MlY F311 ''?6 -`}$� , LYr AWTA"SYRWYW5' Mp. TE W$tW AS]�V CT4VAAV �. f631 t 765 - 179 'J i XiG�IT- TO r#AIrARF-AvrAV CQId144NC4'l J,,H ThELAN - �. 0.� 8o,>y f230 TRAVELER STREET SOUTH©f G N,Y. II9?I B ADFO D tl®9 2421 RESIDENCE 1; Jill t FINAL MAP ZBA 3705 BAYSHORE ROAD REVIEWED SEEE D DECISECISBYION#750 DATED Ifl /-&L/2m�— GREENPORT NY 11944 a°a$ga ARCHITECTURE ANTHONY PORTILLO, R.A., LEED AP LLLu e11 ` 1075 FRANKLINVILLE ROAD 450 95TH STREET,UNIT C9 m m LAUREL, N.Y. 11948 BROOKLYN, N.Y. 11209 s m LLC 0:516-214-0160 0 6 GENERAL SYMBOL KEY: K�caw�m:mux 0=4Ir �.ww,onNALL § 11 I I CAST,CARAM M"A SFZ4= "OT.kRi7no C 2w5T.WHO= MST.SONmw C;sT.emm FINAL AP REVIEWED BY ZBA SEE DECISION #-750 DATED P 1 a1 7 goo) 1 o V W Ce Cc _ n TIC N v9T�0 F7n i41 �0�� PROP05ED FOUNDATION PLAN erAm wiw.:a GENERAL SYMBOL KEY: flog RICH o -1 NB�i DININ9 I I \ oa (--�-� I I II I T �Lb•,. - 40•� S a FINAL. MAP REVIEWED BY ZEA SEE DECISION# 5— Kl�� n Q DATED 1-0 ! a1 /pXa2j_ 0LU DLo Z I �• 11• J O _ rti LL Y�zpp6 NEW C474ERED OF 104 e. u ti PROPOSED FIRST FLOOR PLAN 6 GENERAL SYMBOL KEY! ��oanorro�pr �wstrra¢wmNwu. 9� ------------------------------------- sg `Q'---t—sc�—'�e`D`—�r--d-a�—e�l�—f—ew•--t—s*8`--f—spa'--�r--^*v �g���� 4 �� Hill will f NW YULK-IN� .'i — — bm J FINAL MAP y" p REVIEWED I3Y ZBe4 SEE DECISION# c t p �. Hal rgwEwr DATED to 9�3 ° Ig rr W ¢ J RG�rih Q Y�• - z A,� � 0� FROP05ED SECOND FLOOR PLAN 0 ..uv 0/ID'.ILO' � �� GENERAL SYMBOL KEY: 'ST.SINK VE !CABINETRY N� I O -� TOBe REOWHO Min P WITH A aY I BATHROOM VANIW) I I I ;\ of Ih i �/\` �� GAB. ,,Y,/ _ •,` r �rn-I OEMREM SwPoR a ' "Wn FINAL MAP REVIEWED By ZBA SEE DECISION# DATED /o/ a1 1�a-1 W _ RLLI C OIL C O S TANK Q y mio ¢ t9 LA �TFOF NE` y 0 DEMOLITION GARAGE PLANV� srxe.yr.i,a GENERAL SYMBOL KEY: r �� � IMP s3° a -}2° I O � p EXIST. . - T BATHROOM • GAB. Q *nT BOILER ON GONMETE y BLOUGS 7 Exl5 N N or n-c R FINAL MAP Seger m REVIEWED BY ZBA BLAB /� SEE CFCiSION#� <� oN 6RAve / ®ATED , / p V W OIL >> TANK {tea,W O Y pC MIX z gg 1W-5• �OF PROPOSED GARAGE PLAN xxaw•.Vo 0 A � ss Will Li a - PEST ELEVATION(FRONT) sCAP,sne•a ib• FINAL MAP REVIEWED BY ZBA RE 0 BY SEE DE��3ION1# /� W ®ATE® /Q / 'dam/dual oo aS o� 2 r; •. � �� , .,.'�••-by;:i � EAST ELEVATION(REAR) SCAM sf•=11w T�UF NG` W o wYAuH E E 173. SOUTH ELEVATION(R16HT SIDE) 80AM,Sm.•P-0' FINA[ MAP SEE ® RO� T®AEo o c qua° �. � •r Ira- OP NORTH ELEVATION SIVOd ecAte,ana•i+c� COp I `� 19 cn Lar MompnoN(poommut) ARMA 0,9vtRACE TOTAL LOT ARLA 7p9b0 SF. FEC4"DAY E)asTtNs W=W5 1AWO sp. IqA.% MSTNO FRAM OARASE 521JO S.F. 45% =/-- AT T L HE Srrft'40'9 PROPOSED COVERED FOR" 62.5 OF. OAS TOTAL AREA OF ALL STRUCTURES 19215 SP. 246% li CADW-ftm 80AW-AD IY --MA7aKN LOT COVERAGE AL'011M- n llo 615 • t , • ti RrWRW "5T. PROPOSED ws FROM YAW 55.0, 925' 525' y I — ill 5100 YARD 1010, 1.51 is, N p K, N BOTH Sipe YARDS 250 190 100 MASTRO) m4ovr: RZAR YARD 4T10' 470 'VA N FRAM OPIELLD40 S (4 BEVRO� PROPOSED 1ST a FLOOR ADDITION (BUILVIND OUT kDERE PAST.PORN 19) IOT Is. PROPOSED PROPOSOW FORC44 FROPOSW 2HP FLOOR DOF4 FLOM MOVE FIRST ABOVE FIRST FLOOR 3 ui FLOOR FINAL MAP L REVIEWED BY ZBA SEE DEC:'7..?0N rxr.T. -idy -0. j &ARAM FRA�C DATED =23 z UO Ix 0 in, BAYSHORE ROAD tp 13 OF114 PROP05W SITE PLAN ,i 'I -,B RA D FO'R D RESIDENCE A RECEIVED � •i PROJECT SCOPE: PAGE KEY. ¢ JUL 12 2021 -Frsowo DAY- 11 HSdM wr 71E ne IJNe WA' OF FIRST FLOOR 6-001.00 AIOIEOf 100=NesCOPE Zoning Board of Ap __�_9000' RENOVAnON OF SECOND FLOOR NITKNI&ZORMONTA PROPOSED 2ND•FLOOR DORMERS 11 - PRDP05ED COVERED PORCH 6-00200 oEImULNOM EIIEACYIRRLD m 6 TMZ ew5r eoHeRere aAJueAo & smuenwiuomloxexuna PROJECT DATA: A-O.00 vgovoaeoEesfolnlax vtAln a! I I WNM. ,000-�ad-u.• A-102.00 vgowgo RAai ROaq PLAN w nAvm A-103.00 vg0vasm secmm Hoop vuN q " G I vm,.�.rsw..i rowm 7 A-201.00 FROPOS GMRIONEIEMNO aa,w=ra„n•ro.�.a+a. A-202.00 MOP WGV(IFWOREIFYA7 M woart'a:evee 4 A-501.00 auuwsgmmis 1 FLU e I woe. uaaar. oow03z I waa a. Lrav y0� 5-10100 vgovosms7qucnsouvwu '�"""°"a1°'^"al• acorn. 5-0200 WOvosmsmOL7ugAl.pwa EXIST 2 S ZLL PRAT@OwEWNO NMt wiAalw 7Tao a. I (4 ow1woN5/ g I marwouew uaaa a. PROP.Ow 15T FLOORAODRION •--1 I wer wa ���5 lA MERE S Y9OSRE EXIST POROH IS) j recta al aw 6 S b 79 wunrw PROP05ED 2NO PROPOSED I P,avio taatta. POROH IPROPd9®2w POOR VORHM. O -,T �FIRST IR FIRST FLOOR FLOOR FINAL MAP REv9EwE® �Y ZBA _ W.Rme nA' nn , PgOIECT: SEE DECISION#1S� BRADFORD E%I5T I I DATE®l, /�a1 RESIDENCE y1 FRAM RAA 1 q I GREENPORMY ROAD 8I S I� RREEIIPORrNY s194s $1 epsr 18 � FgorEcrtoramnesmvE , ��- --- wnr �� � •/a slavuxrmserooAu wo•sa'2o'w so oD' vAaz• .�; G-001.00 BAY5HORE ROAD �AT� OM OF30 yY SITE PLAN Iaw�saa�aa LOCATION MAP d awe,ra.,ac GENERAL SYMBOL KEY: �pREDA•-?, egsmrmimwx r-44'aa+wrww�rwu. �• \5 r—y 1e+nwnwe Gi /.•ram ��` .'�'>>�Cl y�p�rr�� �5 RECEDIED NO5i< �� JUL � L 1 2 2021 � Zoning Board of Appeals € I I W I I e� tAVjam �1 fbmd I 0 $ saega µ n Ll Z �> r sus tii 4'C� FINAL MAP o:FEI) RE�IIEWED BY ZBA aO � La SEE DECISION#-7: DATED to /,21 /��.\ 10 __ .. N PROPOSED FIRST FLOOR PLAN WAM w••iw g GENERAL SYMBOL KEY: F�'1 maemrroloMol 'Ia w.oAnwlwi 8'. D q�R,C�lT Eli 1--�y 1F,IItleD.pNm • . y — RECEIVED l ;+gyp 0374 5 J UL 12 2021 Hv WALK-IR8 Zoning Board of Appeals PROOM BEDROOM NMI I� I M16 L — — — — — - a-0, L"!"J i — ELM D�II PAMILYYRRMA5YM DAnNOOM FINAL MAP REVIEWED BY ZBA A ¢W 1~S SEE DECISION 0 ZqDATED yj PROPOSED SEEOND FLOM PLAN Q V�V4••M• ` 0) O a i ?,fcf ev (tEDAft `y�(tiy nn ao�ifX �g NsI loo tl Jail@� Zonin9soardofAPPeals O � T OF Ns, s IBM®® gin 1g1 ® �® o� tj ®rlery SOUTH ELEVATION(FRONT) SCAM ve•.1ww [ALI w® ®®L'll" ® z FINAL. MAP REVIEWED BY ZBA SEE®ELISION# — — DAT 01D /a1 NORTH ELEVATION(REAR) U) AL xrue ve�.r-o• a i a � � t�'EDA`}C �� � p'�iJ, RECEVED o � s i tc ¢ lN*f ya F Floi@s JUL 12 2021 N� t{kT=_, IN 15 Zoning Board of Appeals 9 D 0 AFaFN y 01ju IM NWA ELEVATION(RIGHT SIDE) NN- FINAL MAP REVIEWED BY ZBA ® SEE DECISION# 15yq DATED /OAA SS NSE N ELEVATION(LEFT SIDE) tg I wv-e.vw.no• a -A 1. _Q, Y A .1. v a IR: A-e W: 3� w z ei�e e. ev� 63,s Ff A�9 /7 SU.. VEY-0f. a�f' zwzz AMFJVV U S_ u VERA E(AFc.TV?:-.- i.UW-`F1 -.3-0 J4# _E j Z"fCfoDbOR5 A —(6 0 OCT.:2-31-2-000 'Ov 3 f.pti/i.'olli3ns J. MA� �-4--ARE 0 le -717e , .':-AINI&HED'FL OP7 L 6A X SPA'CE ELZ-VATIOW 'C"." SEEM hM'AW 6W -i hp .."'roMMM. WJFM T10, OJ-'AW770NTQ-'SVRVEY,is. WLA 7701v_'A W SECTI -:4r-TEW4lcA M, 4F AM YORK _A LAW.`- Die' -IMONARE "'-SroMAwW.W C .MOMPEIMSMSAL AF IM.SW QYM._ ,j W.,-YU W"AUEM Or 'ANY"_ ,Afj, EY_ Tt�tSSY ;NUT MjW"MW TR T WE A' .......... PROJECT / ZONINO DATA 0) TAX MAP # 1000-53-0(0-16 0 �' 0) , ,u (/��]I )I I I}Ls(/F' ZONING DISTRICT R-40 NO `' ' �" v - ` 6,^,. .'k ,f. `s '' r,µ ✓' > uE3,di—C, T F OFFERTY L,.� cY _ II LOT COVERAGE LOT AREA 0.17 ACRES ----- -- - -- - ---- - W % LOT - �* - - - Gofo - I FAMILY DWELLING Z-2118, 03/03/Ig65 DESCRIPTION (FOOTPRINT) AREA a .f , 3 GOVERASE CofO - PORCH 4 BALCONY Z-2a788, 10/23/03 TOTAL LOT AREA 7,396.0 S.F. IF OJ = Z ADDITIONS _ --- _j40 I— J VARIANCE APPROVAL ZBA FILE #7544; 10/25/21 EXISTING BUILDING 1,362.0 S.F. 1&.4% m O 0 O O FEMA FLOOD ZONE X VE-13 EXISTING FRAME GARAGE 521.0 S.F. 4.5% a 10-0171 PENDING PROPOSED COVERED PORCH 62.5 S.F. O.8% WETLANDS DISTRICT Y APPROVAL - -- Z O . 1-43738- TOTAL AREA OF ALL STRUCTURES 1'145.5 S.F. 25.6% _ p w. Jol DEC D 15TRI GT Y _ R 21-78a 1 - "MAXIMUM LOT COVERAGE ALLOWED - 20% C� �U z W of SUFFOLK COUNTY HD APPROVAL E R MS (PENDING J_ 00 3DD B D 00 APPROVAL) 0 OCT 19 29202 z 0) co LOCATION MAP --- - o - HABITABLE SPACE EXISTING PROPOSED Z } � 50ALE: NT5 CRAWLSPACE AREA O S.F. O S.F. TONNTi Or, Soli CT'IOLD _l , LL FIRST FLOOR AREA 937 S.F. 1,058 S.F. W CO I` O to SECOND FLOOR AREA La76 S.F. 1253 S.F. D R A I N A G E C A L�L)L A T I O N S TOTAL BEDROOM COUNT IL 3 --J 3 DRA I NAC E SYSTEM GALGULAT I ONS ti PEGONI G BAY ti EXIST. HOUSE/PROP. PORCH = 1,424.5 Sc�. Ft. 1,424.5 SCL. Ft. X 0.1-7= 242.I- 242.1-7/22.55= 10.8 VERTI GAL FT. OF l ' D I A POOL REOU I RED MHWM AT THE TIE LINE PROVIDE (5) &' D I A. X 4' STORM DRAIN POOLS = J 51-1°06'40"E _ _ 50.00, _ Q DRYWELL/DR41 NAC E STRUCTURE NOTE: �? A MINIMUM IO' SEPARATION 15 dr- EXIST. CONCRETE BULKHEAD REOU I RED BETWEEN WATER SERV I GE LINE/LATERALS/MAINS/SEPTIC/LEACH I NO HAY BALES AND/OR SLIT FENCINO /SEWER AND THE EDGE OF ALL STORMWATER DRA I NAC E LEACH I NO STRUCTURES k DRAINAOE SYSTEM INSTALLATION NOTES: • A MINIMUM OF I O' SEPARATION 15 RFQU I RED BETWEEN DRYWELLS 4 WATER SERVICE LINE, UNDERGROUND UTILITY LINES, SEPTIC, COMPONENTS, LEACHINO FIELDS, SEWER COMPONENTS AND THE EL-,)OE OF ALL FOUNDATION WALLS is 55' REAR SETE3AGK 0A MINIMUM OF 5' SEPARATION IS REQUIRED BETWEEN DRYWELLS — — CONCRETE SLABS AND PROPERTY LINES • CONNECT ALL GUTTER LEADERS TO NEAREST DRYWELL BTRA�fG B�,�RI�5`�' 48 I R I I AREA rM. /— 5' +�ROP.�I /PROPS �PROt'!{� ✓ NOTE: APRIL 25, 2021 IN. / MIN 1. FLOOD MAP DATA: TEST HOLE DATA 1 _ _ _ ZONE VE (EL=13') - I MAP #: 36103C015�fH MCDONALD GEOSERVICES ZONE X MAP DATE: 01/25/200cf FOB 125a aaaaaaaaaaa / - Z - z SOUTHOLD, NY lic"I w aaaaaaaaaaa - Z a a a a o a a a o a a o _ FLOOD ZONE: \/E-13 X (631) 765-3677 00000000000 r —0000000000 v v 2. PROPOSED SEPTIC SYSTEM IS LOCATED z n--n-n non n n n I z h n xx k x n nJ _ z 11 i PROPOSED m W FULLY WITHIN FLOOD ZONE X. OL DARK BROWN LOAM Lu o� LL 2 D FLOOR DORMER I,0' DIAMETER PREGA5T BROWN CLAYEY O ivy coWMM LEACHING RING. 3. SITE PROTECT I ON/SILT FENG I NO TO BE SAND SAND ORCLM WATER SEE GALGUI.ATION5 ON PA6E Sw-Ioo FOR Pool HEI6Hrs � � INSTALLED AS REQUIRED BY 3.0' THE TOWN OF � gg�� ����� SOUTHOLD. "�y" DIAt�1 ER MIN." ( � (� I BROWN FINE TO SW COARSE SAND WITH SAND i FRAMM FILL Q Q 4. SURFACE WATERS OR WETLANDS ARE 10% &RAVEL a TYP I GAL SECTION © L�AGH I NC POOL z I EXIST. 2 STRY ND. LOCATED WITHIN 300' OF THE PROPERTY. 6.6' FRAME DWELL I NO '' PROJECT: SCALE: I/4" = 1'-0" (4 BEDROOMS) m I 5. ELEVATIONS REFERENCE NAVD 11f8811A PROPOSED I ST —1 m , WATER IN BROWN 6. ALL WELLS LOCATED WITHIN 150' OF ' 5W , FINE TO COARSE B RA D FO R D ' ' SAND WITH 10% RESIDENCE FLOOR ADDITION m I I Cp SUBJECT PROPERTY LINES ARE DEPI GTED � GRAVEL (BU I LD I NO OUT 1 3 ON SITE PLAN. - = WHERE EXIST. I / < 1 4" VERTICAL FACE PORCH 1 S) T ' SUBDIVISION INFORMATION: COMMENTS: &ROUNPHATER 3705 BAYSHORE ROAD I.q I3.�' 10.E t ENCOUNTERED 6.6' BELOW BEDDING DETAIL 6.5 -� 2 AMENDED MAP A, PEGONIC BAY ESTATES &BADE GREENPORT NY 11944 SCALE: 1/4" = I'-o" NEW PROPOSED LOT 66 PROPOSED 2ND 1 c.o. V PORCH V 1 PROPOSED 2ND MAP NO. 1124 � FLOOR DORMER; 4 _ FLOOR DORMER; FILED MAY Icl DRAWING TITLE:Ig33 - - IS' MAX. G. TO G. ABOVE FIRST m O m ABO\/E F I RST SITE PLAN FLOOR I FLOOR STORMWATER CALCULATIONS NEW 100' TRUSTEES IU PROJECT DATA ; LOT COVERAGE s� Fu — EMBED FILTER GLO E " MIN. 1 CJ 'r `�{� 1 DETAILS MIN. 6" INTO GROUND 4, _ lI Ul NEW -� O NOTE: y- 0 1-pv� �' 55' RON �- GK — PAGE: MAXIMUM DRAINAGE AREA I/2 ACRE/ 100 LINEAR FEET aF - � x � � I �? SITE LAYOUT NOTES: I. THIS IS AN ARCHITECT'S SITE PLAN IS SWPF-101 51 LT FENCE DETAILS _ NEW /PROF. I EXIST. SUBJECT TO VERIFICATION BY A LICENSED FRAME F SURVEYOR. N L.P. E.P. / R SCALE: I/4" = I'-o° VEYOR. THE INFORMATION OARAOE REPRESENTED ON TH 1 S SITE PLAN IS TO THE DATE: 10/17/22 10 F 1 RD �i NEW NEW NEW 1 RGHITEGT'S BEST OF KNOWLEDGE. PREVIOU5LY LAID BAL i4'i''i'✓��'�'�i'i' w 2. SURVEY INFORMATION WAS OBTAINED p \ FROM A SURVEY DATED NOV. 23 2021 AND �t /PROP. NEW /PROP TEST p PREPARED BY: -c FLOW i'i 'i'�i ' �'�i'i'i' p ( 44( 1JI. p, .,. ,.. E.P. / L.P. E.P. / HOLE EXIST. 1 p p O 4 A LAND SURVEYING INC. y. _ m — DRIVE- ° PETER A. OROBEN ED N CONTOUR (� = Z NAY N.Y. STATE LAND SURVEYOR (p - - _ LIG. #05086Ci �' 03 : STEEL PICKETS OR 2"xV STAKES IV TO 2' IN&ROUND. N16°5q'20"Vtl 50.00, 0 5 10 20 50 40 50 P.O. BOX -104 DRIVE STAKES FLUSH WITH TOP OF HAYBALES. RIDOE, NY IICf61 .. , STRAV�I BALE DIKE DETAIL 51 TE PLAN &RAPHIG 56ALE (151) 640-48qcf ANGHOfiZI NC DETAIL/ SCALE: 1/4" = 1'-0" SCALE: 1'-0" = 10'-O" -• �' . `� ' PROJECT / ZONING DATA CL TAX MAP # 1000-53-06-16 0) LLI f "� ZONING DISTRICT R-40 NO W N {/� I}� ar 5 J E G T F R O I / E R T I w LOT COVERAGE U � W � LOT AREA 0.17 ACRES - - - - - - + - -- w , ` c `°• - - --- FAMILY DWELLING Z- 5 D G O 00 AREA COVERAGE Z W � ES RIPTI N (FOOTPRINT) % LOT � � }: GofO - I FA 2118, 03/03/lab \t O � Z-2a788, 10/25/05 J + { . °'` GofO - PORCH BALCONY TOTAL LOT AREA "13ab.0 S.F. = Z ADDITIONS Lo J " ^i , •'" w> r, VARIANCE APPROVAL ZBA FILE #-7544; 10/25/21 EXISTING BUILDING 1,5( S.F. 15.4% 0) 0 O _ EXISTING FRAME GARAGE 321.0 S.F. 4.3% Q. FEMA FLOOD ZONE X $ VE 13 � ,} /y Lo it .�. ` PENDING PROPOSED COVERED PORCH_ 62.5 S.F. 0.8% Z * w WETLANDS V15TRICT Y .# `�.. • = 1 APPROVAL --- -- `" ` ° ' - I-43-155 TOTAL AREA OF ALL STRUCTURES 1745.5 S.F. 23.6% 2 Q . DEC DISTRICT Y / 0001 AE **MAXIMUM LOT COVERAGE ALLOWED - 20% Z "R _ry 4, . SUFFOLK COUNTY HD APPROVAL RO .JJ 1 : * - BED OMS PEND�I�G _ 00 ` APPROVAL) LOCATION MA - -- -- -- ----- -- ---- ----- Y Till MAP o HABITABLE SPACE EXISTING PROPOSED Z 4SCALE: NT5 CRAWLSPAGE AREA O S.F. 0 S.F. Z N W W C4 FIRST FLOOR AREA a37 S.F. 1,058 S.F. L`7 m T-i _ I` = LA SECOND FLOOR AREA a76 S.F. 1,253 S.F. D R A I N A G E �A L�U L A T I O N 5 J O TOTAL BEDROOM COUNT 3 3 DRA I NAO E SYSTEM CALGULATI ONS ti PECONIC BAY — EXIST. HOUSE/FROP. FORCH = 1/424.5 SO[. Ft. 1/424.5 SOL. Ft. X 0.I-1= 242.1-7 242.1-7/22.55= 1 O.8 VERT I GAL FT. OF 6 ' D I A FOOL REaU I RED MHWM AT THE TIE LINE FROV I DE (5) 6 I D I A. X 4' STORM DRAIN FOOLS = -J 51-700614011E _ _ 50.00, U Q r r DRYWELL/DRA I NAC E STRUCTURE NOTE: ,: r A MINIMUM IO' SEPARATION 15 It EXIST. CONCRETE BULKHEAD \ _ _ REQUIRED BETWEEN 1�l�TER SER�I GE I LINE/LATERALS/MAINS/SEPT I G/LEACH I NC & > HAY BLS AND/OR SLIT FANG I NC /SEWER AND THE EDO E OF ALL STORMWATER DRA I NAO E LEACH I N5 STRUCTURES \ I I DRAINAGE SYSTEM INSTALLATION NOTES: A MINIMUM OF I O' SEPARATION 15 REQU I RED BETWEEN DRYWELLS WATER SERV I GE LINE, UNDERGROUND UTILITY LINES, SEPTI C COMPONENTS, LEACHING FIELDS, SEWER COMPONENTS AND THE EDGE OF ALL FOUNDATION WALLS s 55' REAR SETBACK 0 A MINIMUM OF 5' SEPARATION IS REQUIRED BETWEEN DRYWELLS CONCRETE SLABS AND PROPERTY LINES G • CONNECT ALL CUTTER LEADERS TO NEAREST DRYWELL ATYP. 5' +CROP. ;PROP `PROI•' 5' NOTE: APRIL 2b,2021 IN. D";/ D-1;/ D- ./ MIN, ] I. FLOOD MAP DATA: TEST HOLE DATA - - ZONE VE (EL=13') ( MAP #: 56105CO151H MGDONALD GEOSERVIGE5 ....-,.....-_ ZONE X _ MAP DATE: Oa/25/200Q POB 1255 0 0000000000 / J� - Z SOUTHOLD, NY IldMI N a o 0 0 0 0 0 0 0 0❑ IU 0 I O 10 FLOOD ZONE: VE-15 $ X (631) 765-36 7'7 w a o0000000000 7: Z 000000000013 —0000000000 0 v 2. PROPOSED SEPTIC, SYSTEM 15 LOCATED z OL DARK BROHN LOAM w nnrn rum"in I Z xxxxx". xx Xx, _ Z l� PROPOSED m W FULLY WITHIN FLOOD ZONE X. 2 o� u- 2 D FLOOR DORMER `p IL I.o' - 2 8'DIAMETER PRECAST 0 CONCRETE LEAGHIN5 PINS. - _ 5. SITE PROTECT I ON/SILT FENG I NC TO BE BRo 5AND CLAYEY WATER SM GALGULATION5 ON PAGE 56.5' 514-100 FOR POOL,M. ows � N INSTALLED AS REQU I RED BY THE TOWN OF Ir jN° DIANEiER MIN.' I O O I SOUTHOLD. BROHN FINE TO — SH COARSE SAND WITH SAND i ORAVEL FILL 4. SURFACE WATERS OR WETLANDS ARE 10% GRAVEL o Q I EXIST. 2 STRY WD. Q LOCATED W 1 TH I N 500' OF THE PROPERTY. 6.6' TYP I GAL SECTION @ LEACH I NC O0 L _ FRAME DWELL I NC N < PRO SCALE: 1/4" = I'-o" (4 BEDROOMS) — I 5. ELEVATIONS REFERENCE NAVD I ci88 , m BRADFORD PROPOSED I ST -► ct� -a � ,' WATER IN BROHN < I I 6. ALL WELLS LOCATED WITHIN 150' OF SAND WITH COARSE w , FLOOR ADDITION m m 5H , TO COARSE SUBJECT PROPERTY LINES ARE DEPICTED &RAIL RESIDENCE (BUILDING OUT � �. ON SITE PLAN. -- WHERE EXIST. I�.S' 4" VERTICAL FACE PORCH I S) I T `� 10.�' SUBDIVISION INFORMATION: COMMENTS: &ROUNDHATER 3705 BAYSHORE ROAD .O{ 17 i ENCOUNTERED 6.6' BELOW BEDDING DETAIL 6 51 - - -7 2� AMENDED MAP A, PEGONIG BAY ESTATES GRADE GREENPORT NY 11944 SCALE: I/4" = I'-o" NEw PROPOSED LOT 66 PROPOSED 2ND I C.0. PORCH I PROPOSED 2ND MAP NO. 1124 DRAWING TITLE: v FLOOR DORMER; FLOOR DORMER; F I LED MAY 1�f, I C155 — ---- IS'MAX.G. TO G. ABOVE F I RST m� O ABOVE F I RST SITE PLAN FLOOR � I � ILI FLOOR STORMWATER CALCULATIONS sL =z NEN- 100' TRUSTEES _ w PROJECT DATA ; LOT COVERAGE EMBED FILTER GLO SETBACK lIl I DETAILS MIN. 6" INTO GROUND 4, 41 x NEW NOTE: our our ,� — 5E' ERON GK MAXIMUM DRAINAGE AREA PAGE: 1/2 ACRE/ 100 LINEAR FEET aG SITE LAYOUT NOTES: I. THIS IS AN ARCHITECT'S SITE PLAN IS swpp—lol SILT FEN CE DETAILS _ NEW /PROP EXIST. SUBJECT TO VERI F I GAT I ON BY A L I LENSED SCALE: 1/4" = I'-o° N L.P. E.P. / FRAME SURVEYOR. THE INFORMATION OARAGE REPRESENTED ON THIS SITE PLAN IS TO THE DATE: 10/17/22 10F 1 %..'�' Au62 EIR5T ,�D „�. i NEW NEW NEW I ARCHITECT'S BEST OF KNOWLEDGE. PREVIOUSLY LAID BALE. 2. SURVEY INFORMATION WAS OBTAINED lu � \ � = FROM A SURVEY DATED NOV. 25, 2021 AND '• "' d PROF. NEW /PROP TEST O PREPARED BY: HOLEFLOH EXIST. I O G � AND SURVEYING INC,. ���„��}�.►-c. �c ' - 1 �; �c• DRIVE- 0 PETER A. GROBEN ED ON CONTOUR m m '+k --_ z WAY N.Y. STATE LAND SURVEYOR LI C. #050-86q - o �� O 5 10 20 50 40 50 P.O. BOX 104 PICKETS OR 2"x2" STAKES IS To 2 IN&ROUND. N16 5Cf 2O W 50.00 74q` r.✓ DRIVE STAKES FLUSH WITH TOP OF HAYBALE5. 9 �37�1`15 _, . - .,, RIDGE, NY I1a61 t� 93 13G SCALE I"■10' SOP Nr-- I STRAW BALE DIKE DETAIL SITE FLAN (q5 I) 640-48aa ANGHOfiRINC DETA L/ SCALE: 1/4" = 1'-O" 50ALE: 1'-0" = 10'-0" .w.aa, ..v.-P••R! .e 'R, •4•s•'1 • v. _ .-. „s.wn...«, __ - a5_ - 5d' � /6 LOT COVERAGE 34 ✓�'3 l a` -- - -- : SUFFOLK COUNTY TAX LOT NO. 1000-53-6-16 ti P E G O N I C. B ,h Y a \ ZONE R-40 AT DESCRIPTION AREAIF % LOT MTIE LINE 46.10 3 1`� � SUBJECT PROPERTY COVERAGE ° 7.6A ..7� TOTAL LOT AREA "1,356.0 S.F. 517 O6'40"E _ _ 50.00' ( f 133 EXISTING BUILDING 1,438.0 S.F. 19.4% a 1 053 m , Q - : 'tip o��•�" _ _. - EXIST. CONCRETE BULKHEAD EXISTING FRAME GARAGE 321.0 S.F. 4.390 46.7 7.6A 1 -�'� PROPOSED COVERED PORCH 62.5 S.F. 0.&% EL.=6.7 TOTAL AREA OF ALL STRUCTURES 1521.5 S.F. 24.6% '' cl MAXIMUM COVERAGE ALLOWED = 20% 7,5A /?2"� �' •� SITE LAYOUT NOTES: NOTE: ` 4e '�' , � '�0,,5 I. THI5 15 AN ARCHITECT'S 51TE PLAN 4 15 I. FLOOD MAP DATA: 7.2A 00 g'+ �'+ SUBJECT TO VERIFICATION BY A LICENSED MAP #: 36103G0159H SURVEYOR. THE INFORMATION MAP DATE: Oa/25/2004 6 `i ^�b:�Eo ! ��2 o ti `' REPRESENTED ON THI5 SITE PLAN 15 TO THE FLOOD ZONE: VE-15 d X ARCHITECT'S BEST OF KNOWLEDGE. 2. PROPOSED SEPTIC SYSTEM IS LOCATED �57 i41 "2' 1 f. x4r�� (s(Ar+ovE ` 2. SURVEY INFORMATION WAS OBTAINED FULLY WITHIN FLOOD ZONE X. g III, 7 5 ON " ,, FROM A SURVEY DATED MAY 16, Ic11i4 AND FOUNDATION NOTE: AERIAL PHOTO PREPARED BY: 3. SITE PROTECTION/SILT FENCING TO BE DWELLING ORIGINALLY CONSTRUCTED WITH LLJ INSTALLED AS REQUIRED BY THE TONN OF CRAWLSPAGE AND SLAB BELOW GRADE. AS PER PEGONIG SURVEYORS, P.G. SOUTHOLD. CERTIFICATE OF OCCUPANCY #Z-2a788, GRAWLSPAGE SLATE OR OTHER 5GALE: NTS N.Y. STATE LAND SURVEYOR STOPPER OR STOPPER OR WAS FILLED WITH COMPACTED FILL AND A NEW SLAB U END PLUG SUITABLE COVER LIC. #04a618 END PLUG 4. SURFACE WATERS OR WETLANDS ARE I ON GRADE WAS INSTALLED TO MEET FLOOD DAMAGE I � P.O. BOX QOq LOCATED WITHIN 500' OF THE PROPERTY, PREVENTION REQUIREMENTS. DWELLING SHALL BE 1230 TRAVELER STREET EFFECTIVELY CONSIDERED AS A BUILDING ON SLAB IN 2 J w H SOU OLD, NY 11971 5. ELEVATIONS REFERENCE NAVD 1955 REGARDS TO 5GDH5 MINIMUM SEPARATION DISTANCE J CE (631) 765-5020 TO SEWAGE DISPOSAL SYSTEM REQUIREMENTS. Q SEWER PIPE b. ALL WELLS LOCATED WITHIN I50' OF Q SUBJECT PROPERTY LINES ARE DEPICTED 45' ELBOWS 30' ELBOW - - THE FOLLOWING LOTS WITHIN I50' OF ON SITE PLAN. I I \ PROPERTY UTILIZE PUBLIC WATER AS PER 5GWA: \ \ SUBDIVISION INFORMATION: 5CTM #1000-55-6-15.1 AMENDED MAP A, PEGONIG BAY ESTATES 45' ELBOW 60' WYE SCTM #1000-55-6-14 LOT b6 --�•-••� ALTERNATE "A" ALTERNATE "B" 5GTM #1000-53-b-15 MAP NO. 1124 CLEANOUT DETAIL FOR AREAS NOT SUBJECT TO VEHICULAR TRAFFIC 5CTM #1000-53-b-17 FILED MAY la, I933 5GTM #1000-53-6-18 IN ALL VIEWS, ALTERNATE "A" IS FOR BENDS, ALTERNATE "B" IS FOR USE WITH BLDG. EXTENSION/CONNECTION 5GTM #1000-53-6-55 W I PROP. 2ND FLOOR DORMER 5GTM #1000-53-6-54 z \ GLEAN-OUT DETAIL 5GT•M #1000-53 -35 SGTM 1000-53-b-37.1 - - - - - - SCALE: NTS MODIFIED (3) APRIL 28,2021 CL W BEDROOM lZI I \ DWELLING TEST HOLE DATA ~ 3 COVER TO MGDONALD GE05ERVICE5 z FRAME DWELL NG wD/ a z� HEAVY DUTY POB 1258 F.F.EL.= 9.8' GRADE IF 'T' IS-4- Huut)tLOCKING CAST IRON PRE-CAST GONG. COVER v SLAB ON GRADE O- y MAIN RAI USED ON INLET COVER TO GRADE 50U51) _76 5 II971 W n (3 BEDROOMS) W In BELOW GRADE (TYP.) �m � �In G.O. �y (631) 765-3677 La 0 p OL F.F. EL. =c1.8' SLAB EL.= 6.6' 5% MAXIMUM SLOPE • • - - _ AVG. GRADE EL. = 7.0' G.o. MIN. 4" DIA. I'MIN. X 2'MAx. Q OL DARK BROWN LOAM 5DR 35 PVC iN X I'-8" - • Lo' - EXIST. MIN. 4 DIA. - z_ STOCKADE GONG. - OR EQUIV. 1-8 MIN. ?i Q 5DR 35 PVC - N SG BROWN CLAYEY FENCE .-: PIT MIN.MIN. PITCH ":I' SLOW -� - T OR EQUIV. - SAND I i INV. EL. _ LINE Q INV. EL. MIN. PITCH kw LEACHING LEACHING p� 3.0' INV. EL. 4.7' ! 4.2' INY EL POOL _ POOL - w 5.0' (MIN.) tV ALL W MAKE DROP 'T' IS 4'O �` SW COARSE SAND WITH PROP. DORMER ROP. DORMS ., �" GALLON _ - � L _ HIGHEST EXPECTED SEPTIC Q �; ACCESSIBLE FOR 8'-0" -- --8'-O" -� p z 10% GRAVEL TANK MAINTENANCE n X NEW PROP. - pGROUND HATER EL.=0.4' -- - - = - -- - -- z - -�- - 6.6'� I � G.O. PORCH I BOTTOM 4 SIDES OF SEPTIC TANK 8'-0" =N REPLACE EXIST. 501L w/ V GLEAN �� i� - .__- SHALL BE POURED MONOLITHICALLY z SAND COLLAR SURROUNDING L.P TO A MIN. HEIGHT I'-(o" ABOVE iv WHERE EXIST. SAND 8 GRAVEL ��� APPROX. AREA OF HIGHEST EXPECTED GROUNDWATER (SP/SW) LAYER NOT PRESENT i� ,� WATER IN BROWN 5' EXIST. SEPTIC SW / FINE TO COARSE SYSTEM; TO BE SEPTIC TANK (1) /� SAND WITH 10% MIN. � GRAVEL 100 TRUSTEES _ N� REMOVED PER�7 _ i� JURISDICTION LINE1 SGDHS STANDARDS fi i � EXIST. WATER SUPPLY LINE TO � i EXIST. GARAGE t DWELLING; z EXIST. I. MINIMUM SEPTIC CAPACITY FOR A 5 BEDROOM HOUSE IS 1,000 GALLONS w/27 S.F. LIQUID AREA. �� �� vvvvvvvvv v NEW TO MAINTAIN 10' MIN. W GARAGE (1)5.5' (L) x 4.5' (W) x 6.0' (D) SEPTIC TANK w/4'-2" EFFECTIVE DEPTH PROVIDES 1,000 GAL. 15.0' > G.O. SEPARATION FROM SEWAGE 2 EXIST. 15TRY DISPOSAL SYSTEM. V.I.F. O CAPACITY 4 32 S.F. LIQUID AREA. COMMENTS: GROUNDWATER 2 ND. FRAME LOCATION 4 CONTACT U 2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 P51 AT 2b DAYS. ENCOUNTERED 6.6' BELOW GARAGE w/ ARCHITECT IF SITE CONDITIONS w SLAB EL.= 7.4' GRADE z > ' _ AVG. GRADE EL. = 7.0 3. TANK SHALL HAVE MIN. WALL THICKNESS OF 3",TOP THICKNESS OF 6", AND BOTTOM THICKNESS OF 4". I > <'� SLAB ON I FOUND OTHERWISE. Z tij G•G G,o. > � GRADE � 4. ALL WALLS,BOTTOM, AND TOP SHALL CONTAIN REINFORGIN6 TO RESIST AN APPLIED FORGE OF 500 PSF. > NEW �PRO< �5' (O BEDROOMS) o 4 5. ALL JOINTS SHALL BE SEALED 50 THAT THE TANK IS WATERTIGHT > < MIN. J CONC. TO SEPTIC L.P. E.P PIT MIN. 4" DIA. TANK b. THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS(WITH A MAX TOLERANCE OF ±1/4") > SLAB EL. = 7.4' SDR 55 PVC, ON A MINIMUM 3" THICK BED OF COMPACTED SAND OR PEA GRAVEL. > OR EQUIV. 7. A 10' MIN. DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. I I L(/ NEW �1�iE1Tl �?�CEW EXIST. INV. EL. MIN. PITCH �":I' Sy( L.P. L.P. L.P. PICKET 5.3' (MIN.) MIN. HIGHEST EXPECTED LEACHING POOLS (5) �"` W FENCE K GROUND WATER EL.=0.4' EXCAIVAMN INSPECTION REQOJIRE-D - �o ti. -- -- FO'i S�',NiTARY:�YSTE'" o � r � I. LEAGHIN6 SYSTEM DESIGNED TO ACCOMMODATE A 0-3 BEDROOM RESIDENCE AS PER SGDHS PROP. NEW PROP. TEST o ,� `' 0 QY H AL7N D r PARTg:�4'�. ff O I O Z ". .-A "STANDARDS FOR APPROVAL OF PLANS 4 CONSTRRUGTION FOR SEWAGE DISPOSAL SYSTEMS FOR "' ""`� �' m ' E.P. L.P. E.P. HOLE (m �� "�b o SINGLE-FAMILY RESIDENCES',FIGURE 11. THIS DESIGN UTILIZES: X _ / / _ / / DER�VL- ` (5) V(P x 2' DEEP LEAGHIN6 POOLS WAY J (3) 8'� x 2' DEEP LEACHING POOL PROPOSED FOR 50% EXPANSION Aban zmrnent of e�,;min?Sanitary sy�llcnn must be to 2. WASTE LINE FROM SEPTIC TANK SHALL ENTER THE MIDDLE RING AS HIGH AS POSSIBLE, WITH GROSS-OVER Cormf r.-nanCe with d>4a,trrent requirement Submit _ _ ,�_ _ _ � 588.64' PIPES INSTALLED BETWEEN THIS RING AND OUTER RIN65,5" FROM THE BOTTOMS OF POOLS. C^011`P tted fort,Vv�tlrI��=�as proof. NIb°59'2o"W 50.00' 3. LEAGHIN6 POOL5 TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL). 4. ALL GOVER3 SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL). B �4 Y S H O R E R O A 0 PROJECT: 5. A 2' MIN. DISTANCE BETWEEN THE HIGHEST RECORDED 6ROUNDWATER LEVEL AND BOTTOM OF LEACHING R POOLS SHALL BE MAINTAINED.. u RAD FO R D 6. A 10' MIN. DISTANCE BETWEEN LEAGHIN6 POOLS AND WATER LINE SHALL BE MAINTAINED. i�ROi�OS�D S�fi�TI G SYSTEM DETAIL �• AN 8' MIN. DISTANCE BETWEEN ALL LEAGHIN6 POOLS AND SEPTIC TANK SHALL BE MAINTAINED. O S IO 20 �� �'O SO SEPTIC SYSTEM SUFFOLK COUNTY HEALTH DE FARTME:NT AFFROYAL 5GALE: NTS SITE FLAN ORAPHI G 5GALE H.S. REFERENCE NO. R-21-1�8of SCALE: 1'-0" = 10'-o" 3705 BAYSHORE ROAD GREENPORT, NY 11944 MINIMUM 5EW60E DISPOSAL 5Y5TEM DE516N REQUIREMENTS: 6. Water testing: Seal tank;fill tank with water to outlet invert SUFFOLK COUNTY DEPARTA4ENT OF HEALTH SERVICf4 elevation, let stand for 24 hours. Refill the tank to the outlet invert b. All joints shall be sealed so that the tank Is watertight. See section 3. All outlets from the septic tank must be provided with on 15" drop "T" 1. Septic tanks shall be constructed of precast concrete, fiberglass, after the 24-hour period is complete. Let the tank stand for an 5-I14,5.10. Tanks that are cast In place require prior approval from the or equivalent approved baffle extending into the 1/3 of the septic tank REReIIT FOR APPROVAL OF CONSTRUCTION FOR A polyethylenepolypropylene,thermoplastics, or other materials in additional 10-hour period. The tank is approved if water level is held Department and must be certified by a Licensed Professional Engineer. liquid depth. Gas deflection baffles are recommended for installation DRAWING TITLE: accordance with Department standards and IONYCRR, Appendix -15-A. for the ID-hour period. Water pressure testing Is recommended tv be At a minimum, the floor and walls of a concrete tank must be below each effluent drop "T". SINGLE FAMILY Rr:siix cE ONLY The use of steel tanks is prohibited. done onsite after installation. monolithically poured. SITE PLAN 4. A distribution box/manhole or distribution leaching structure shall be 2. Unless otherwise specified,the leaching structure/system that follows 9. Septic tank manufacturers shall provide a label of non-corrosive T Whenever practical, concrete septic tanks shall not be located within required for all systems with more than (5) leaching structures unless an PROPOSED SEPTIC SYSTEM _ f, I a septic tank shall be designed In accordance with section 5-101 and material in a prominent location at each access opening to worn :hat groundwater. For installations that are placed within groundwater, the alternative design is approved by the Department. DATE uo 7i7i H. EF. ;O. 1 5-110 of this standard. "entrance into tank may be fatal". bottom and side portions, up to IS inches above highest NOTES -XPrecorded/expected groundwater elevation, of the septic tank shall be 5. The top of the septic tank shall not be located greater than 2.5 feet APPROVED 3. At a minimum,all septic tanks shall have 20-inch covered access PRE-CAST CONCRETE SEPTIC TANK CONSTRUCTION REQUIREMEN-S: monolithically constructed. In cases where this Is not practicable,the or less than one foot below final grade. openings within 12" of grade or to grade located over the inlet and septic tank shall be water-proofed up to IS inches above the highest FOR MA.tIIHUt.7 Or � BCDRt30iaS outlet, respectively. Covers shall be either 20-Inch diameter watertight I. Reinforced concrete shall have a minimum compressive strength of recorded /expected groundwater elevation and leak tested to ensure 6. At a minimum, all sampling manholes shall have 20-inch covered and Insect-proof locking cast Iron covers or thermoplastic covers at 5,000 pounds per square inch (psi) at 2&-days set. tightness prior to operation. access openings to grade located over the inlet and outlet. Covers PAGE: EXPIRES SN.,RE.E~,Y tt F!0J 1 RATE OF APPRt';1A final grade. All covers and chimneys/risers shall be designed In shall be either 20-Inch diameter watertight and Insect-proof locking accordance with section 5-III of this standard. 2. Wall thickness shall be a minimum of three inches unless the design 6. In cases when concrete tanks are installed In groundwater, the cast Iron covers or thermoplastic covers at final grade. All covers has been certified by a New York Licensed Professional Engineer as design professional shall submit buoyancy calculations to prove the shall be designed in accordance with section 5-111 of this standard. APP'ROVEU IN ACCOR OANICL WITM DAD OF 4. When a septic tank is approved to be installed in a driveway or complying with all appropriate requirements for thin wall construction. All weight of the tank(with or without anchoring or the addition of ballast) parking area, the unit shall be designed and/or installed to withstand walls,bottom and top shall contain reinforcing to resist an applied will be at least 1.5 times more than the weight of the water displaced. 7. When sampling manholes are approved to be Installed to a SV-100 REVIEW DETE ZMIINATION DATED 2`� 2v Hs-20 or H-20 loading as designated by AASHTO. force of 500 pounds per square foot (psf). The buoyancy calculations shall be done using highest driveway or parking area,the manhole shall be designed to be expected/recorded groundwater elevation with the tank empty. Soil traffic bearing to meet the requirements of AASHTO H-20 or 5. Septic tanks shall be watertight and constructed of sound and 3. Pre-cast concrete sections shall be sealed with one (1) inch butyl cover on top of the tanks) shall not be, considered when determining HS-20 loading. durable materials that are not subject to excessive corrosion or rubber joint sealant which conforms to ASTM C-99O. the amount of anchoring or ballast weight required. decay. 5. The outlet Invert elevation shall be a minimum of 0.1 foot DATE: 07/26/21 J. OF J. 4. Septic tanks shall hove (2) compartments. Single unit septic tcnks SEPTIC TANK INSTALLATION STANDARDS: below the inlet Invert elevation at sampling manholes and b. All tanks must be watertight. Two methods of ensuring tanks are shall be divided Into two compartments by a transverse wall. The first distribution boxes. - watertight shall be either vacuum testing or water pressure testing compartment shall have a liquid volume of 50-"15% of the required liquid I. Install septic tanks according to manufacturer's recommendations while methods as follows: volume and total system capacity. conforming with these standard. All applicable recommendations 9. Sampling manholes shall have on Inside diameter of 2 feet or '7. Vacuum testing: Seal the empty tank and apply a vac provided by the manufacturer shall be implemented. an inside area of 2 foot by 2 foot.uum to four (4) 5. All sewer pipes shall penetrate the vertical sidewall of the tank and � SEP 2 2«'22 Inches(IOOmm) of mercury. The tank is approved if 90% of vacuum is shall be sealed with grout or other means acceptable to the 2. The septic tank shall be Installed at level in all directions (with a 10. All sewer pipe penetrations in the sampling manhole shall be i held for two minutes. Department such as watertight sealed flexible joint and the pipe maximum tolerance in any direction of +/one quarter Inch) on a minimum watertight. gasket fastened to the pipe with stainless steel retractable clonp(s). 3-Inch thick bed of properly leveled and compacted sand (free from :f� rocks) or pea gravel. �v L_OT GOVERAC= V h �•..�' - -Sr - ., y L 1'I'+ "\,: SUFFCLK COINiY TAX LOT NO. LOGO-53-b-Ib ._ ...P E G O N I G BAY- ZONE R-40 ~ Il J )I DESCRIPTION AREA %E AT COVER SC ! sr,-Cb•40-E TIE LIME - sO GO• d � SIJB'.-FAT PROPERLY TOTAL LOT AREA 7- & f f 053 f K Kx 1( ®1'33 EXIsnN5&71LDIN6 1.43b,C Sr-. I9.4% d a EXISTINO FRAM 0AW4CE 321D 5F. 43% _ EXIST.CONCRETE BULKYQAIO- PROPOSED COVERED PORCH625 SF. TOTAL AREA OF ALL STRUCTURES 0215 S.F. 248% "`':• `r � .f'��\ MAXIMUM COVERAGE ALLOYED=20% I I - B SITE LAYOJF NOME. ---- 8BB 1.THIS 15 AN ARCHITECTS SITE PLAN.Is 1.FLOOD MAP DATA. SUS.ECT TO VERIFICATION BY A UC4 SW MAP a,361O3COI59H v sM1 f 1t SURVEYOR THE INIFORMATION MAP DATE:04/25/2009 O T,e ?T+t RCr13ESQ1TFD ON THIS SITE PLAN IS TO THE FLOOD ZONE:VIE-19.X f A T ARCHITECTS BEST OP Ia:OHLED,f 2.PROPOSED SEPTIC SYSTEM Is IDCAr ' 1 a SURVEY INFORMATION WAS OBTAINED FILLY WITHIN FLOOD ZONE X '059 ➢ Fi Z A - FROM A SURVEY DATED MAY Ib,1994 AND FDuroAnad NDrE. W J� PREPARED BY! 3 SITE FfROTELTIONISILT FENCINS TO l DVELLINO ORIGINAL'Y CONSTRUCTED KITH AERIAL PHOTO INSTALLED AS REQUIRED BY'M1E TOWN OF PELONEC SURVEYORS,PD. -OVFOLD. CERTIFICATE F SLAB BELOW GRADE.R PER j - '--------'- ---- SCALE:M5 KY.STATE LAND slA2VEYOR I CERTIFICATE IOF OCCUPANCY m2-24T N A W-H PALE I H - _ LID.W4961b 4.EuRFALE HATERS OR w'_TLA.CS ARE ON FILLED IAS COMPACTED FILL AND A NEW SLAB W "y`:°Lty- uc aim-� "".'.,�'}°^' PD.BOx 909 LOCATED WTHIN 30O'OF THE PROFERTT. I ON GRADE YEAa IN5TA'r m TO MEET FLOOD DAMAGE 1230 TRAVELER STREET PREVENTION REO/IRETENTS.DWFILINS SHALL BE U bq�Y' EFFECTIVELY LONSIDE4D AS A BUILDINS ON SLAB IN = J SdnHOLD,NY R1 l 5.ELEVATIONS REFERENCE NAVD 1920 U J (631)16 5-5020 I RESARD"TO SLDHra MIWN4IM SEPARATION DISTANCECr b.ALL YE:I r c LOCATED WITHIN 150'OF TO a AF DISPOSAL SYSTEM RZCUIREMEM'S. Q SUELELT PROPERTY LINES ARE DEPICTED 1�I :•• +-J'" -THE F0:10YUNG LOTS WtTWN 150'OF ON SITE PLAN. / PROPERTY UTILIZE PUBLIC W TER AS PER SCWA, 3 V15JON IP A%PEATION, (( 5LTM.1000-53-6-IL.I LAME--N9®MAP A PEGONIG BAY ESTATES 5LTM g000 53E-I SC TM.IDDD-53-b-I5 MAP NO.n2a CIfANOUT`DETAIL FOF AREAS NDT SUBJECT 10 VEHICUUR TRAFFIC I SGTM=_55-6'LT FILED MAY 19,1999 SLTM.1000-53-6-1a d tll YM 4U.TE'e D FOR IFI.M 4TEPM7'S'IS FOR U6 RIM 21CG.IXiRSiCx(.ONMfiIlu-I 5SSTM LTM.1�53 I PROP.2WJ FLOOR DCRMER CLEAN-OUT DETAIL SCALE: 6-3 5LTM SCALE:NITS MOJIFCD(31 ARLL]6.=21 OQ 4] MODIFIED 2 5TRY YO. MGDONALD-6EOSERVILES Z FRAM Dr.ELLIN6 W Z I I 1 FP.EL=9E' CRACcf�T5 HEAVY DJN PCE 125a ISLA5 ON ORACE LOCKING CAST IRON PRE-CAST GONG.COVER 5CUTHOLD,NY 119 1 S ITaED ON ING-ET COV@2 TO GRADE EM3 GRADE CTYP/ (631)765-3677 YA913.bb' � I r-F.Et egg' I O I I 1 I r AV6 LRME EL- ' 1Y MK4'VDIAPVL y' 5%MAXIMN SLOF� ro' IX15T. 1' MIN.4'CIA. I l I I< SDR 55 PVC, �Y STOCKADE _. SCR 55 V. _ 5R-H CLAYEY PENCE MIN.PITCH ',1' -FLOW 1 OOR SAta I c I : r 1 R LINE: Al F INV.EL. N.PITCH J'.I' LEIw:HING LEACHING W.CL. 4.T a 4 42' 1NV.EL. POOL POOL 5D'(MIN) IOOO . 4 4.0' a _ GALLON..:. n ��`\\\ - - _ _ D I i e SEPTIC ACCEs<IBLE FORL- I j MAYS DROP 7 -} SH LOA2eE SA10 KITH PROP.LCRrQt' PROP, 1 6'b• py Lox eRAva i r HIGIfl=ST EXPECTED 0 GROUND WATER�=0.4'--- - ---- TAB cZ MAINTENANCE - - - --- - -- - -- - -- - --- I 2 NE" BOTTOM 151DE5 Cr SEPTIC TAKK -e'-O -r REPLACE EXIST.501E U 3'CLEAN SHALL BE POJRFD MONOLITHICALLY � SAND DOLLAR SLRRO•A:DING LP I �,Na. 1 TO A MIN.HEIG ['-b'ABOVE it "OM EXIST.SAW m GRAVEL •r�-' APPROX AREA OF j WGHEST EXPEGT[D GROAOWATER (5PSP0 LATER HOT PRESENT i;�� WATER M BRDPx I !5. m MST.`-lTIC SW FBa TO OOArl`£ MIK SYSTEM.TO BE I SEPTIC TANK 11) f00'TRJSTFF.._ NSW _ REMOVED PER •" .LRISDIGTIOKLI,_I r SCORS STANDARDS I EXIST WATER SU _Y LINE TO 1 :r• I. MO!?Uw SEPTIC GAPACI fbRR A 9®ROOK r 1F£5 IIODO GALLOtF W TF 5P.L-C N[y! TO MAINTAIN 10'MK f CXIS'- CO. SEPARATION FROM SEWAGE c CURATE U)BS'N x 45'(YU x bG'N)5� 0 TAt1KW 4'-Y L"iEGTIVE pEPFH PROJIOE�Ip00 GAL. 190'"'-"� 4 _ I GAPAGRY.9]9P.LJCIII!D AFEA T5:GRP.t'rDWAT62 -` EXIST.i SnRY DISPOSAL 4 CONY. TF. D I I 2.fGeGFifR SHALL HAVE A MNIMIM LOHfT�iIVE STtiENSTF OP 9p00 PSI AT 2b DAYS. Z W'D.FRAME ARCHITECT CAnEN C CSITE CO SLPB F1.1.4' Q:OPA1tElt®bb'EE1.oFN GARAGE w/ I FOLN R]SITE CONDITIONS Ii 2 GRADE EL=1D' 9. Thvc SHALL HAVE Mx L1ALL n11LK4GGs OP 9',TOP niiLrOESS CF b•.A�BOTTOM TNIL OF 4•. S 5 / \ S RAOOc FPJYD OTHERWISE 4.ALL WALLS,Borrow,A�rcP srALL coNr,Aw RErrFORCINs ro r:LSISY AN APnm FaRce of coo . o NEW PROP.Ls' (O BEDrtGbMs) 'tom 5. ALL 3JIHT5 SHALL_BE SEAL®50 THAT TIE TA1K 5 HUTERTIGHT MIK IFCONO. TO SEPTIC MIN.4'DIA TAW, 6 T!E S�IIL TAteC SHALL BE INBTALLLD AT I C.21 IN ALL DIr2LnW5(VOM A NtA%TOLCRANLE OF L/4•) I L.P. \E.P: / SLAB EL.•l.a' I _.- 5DR s5 we oN A 1-maru+9•THlcx txD oP LorrAcrm sANv oR Pu ew.va EXCAVATON N'1SPECTKW REQL RE'D OR EGUIV. 1. A id M:N DISTA/YB BEtEEN-1 TNK At0 MOIEE SHALL SE wAiMAIIFD. $ANRAR�SYfI'7E� I V NEW .NEW.- .NEIN I W 5 N(MIN) - MIK PITCH}'a, 5- EXIST. BY F�JtLTi DEPAPITLIH�Ii �MIK L.P. L.P. L.F. PICKET /� � q HIGHEST EXPECTED LEPGNIN6 POGy.(5] 61 1 6\ytE A,C�A GlRautm WATER CL..O.a' /ti..-„ - o r Q Ao��•J: q io -_ _ .. -. 1. I.EA:F11r5 SYSTEM D615h�TO AGGOMYODATE A O-3 EfDPOR-t RE5IDFNLE A5 FER YD15 [A-eo amcnIOf eEtstlll$SoTi-Y system musl be(n 1 PROP. NEW FRO4 TEST ,OTtilhdepmgnirtmlentSD3mit m I EP L.P. E.P. 1xI <THIS D61Gi1 UTLla�, ted form W WM-OM Ds proof DRIVE- (s7 e•o x]• �AcrRNB ProLs Z WAY U) a4 37 O Oar EL=15' ry7 e'm xT vP�lEAL11M6 root PRoro�D r-aR sos EIwAw<NDN _"�_ _I j sbab4•_ I/, `.�I�SODO' OF NE�� 2 WASTE LI,E FRIw S�TIL TANLC SHALL l3EFH3 TIE wOCLE RING As NIGH AS PoSP.IBLE KITH lF055C/(31 _ _ RPES 116TA'.1ID�T-13't TH5 RING A'm OUTH2 RlrYfi.8'tFOH THE BOFFONB OF POOLS. Wb'S?'20w EL=b.l' 1,! 9. LEAGHIH6 POOLS TO Cg LON6TRULnJJ Q PitELAST ISIIl9FGm CQYIa E(OR EOxAU. ' <. ALL co✓eRs sHAaL Ec OF PRELAsr fiE1NP9RGFD !oR PfAIAU. B A Y S H O R E ROAD PROJECT: 5. A T MN DISTPICE BETW£Bi n€h,S1@aTT f¢LOIZD©LROlRm1VAnR lL1'LL A!�D BOTTOM Or LGKM1>`i PDD`SSO` MMAINTAIA BRADFORD b.A 10'wK iMTANC9 r 11 LEK111N6 P ri A W1TII2 LtS E-MALL BE MAIHFAPED. PROPOSED SEPTI G SYSTEM DETAIL T AN 8' D5 ANLE Ez YFEV ALL LFX BN6 POg9 G TA K V1 BG MAMTN�. O s l0 20 50 4o 51_10 SEPTIC SYSTEM - -- - SUFFOLK COUNTY HEALTH DEPARTMENT APPROVAL SCALE NT5 SITE PLAN GRAPHIC SCALE --- - -------H.S. REFERENCE NO. R-21-1-78q 3705 BAYSHORE ROAD GREENPORT,NY 11944 SUFFOLK CDUN Gc TY DEPARTMENT OF HEALTH SERVICES e.rxatc tu�tly r to.¢nn eat wren ester to Dueler tvc-e bva:al ICY sEu,C re-3a Ixvs.RertN one rank ee flle m„tbe Inert b.Art ptC.exoN m eemlEm ee clot ern ra.xc n..rlegrt.seo xcetm 9.A11 outbb trap tm xg tmc me:m prorlCe4.m m Ib'top T I.Pv,torts Nall m caehwleE or precut rorrVeta,tbcrylast, arc tm]4Mw.r pv.od b conPletc let me tuck stma Pv m 5-114,B.10.Turks Nat ore cast W plme reglre prk.cPFFoval Iran tM v ecvNalen!rev_-1 exmnms5 Ydo tM I('..01 en repro tat PERMIT FOR APPROVAL OF CONSTRUCTION FORA y„ DRAWING TITLE pomyc potpropylero,VumcpleR:cs,v omu mata'an n aoE.tbr•ai IOHn+r ppbd Tn tut b cmproveE P water Icvcl b ma DEPa't"e^t vE must m cerGTeE t9 o Lnaerd ftolcoslvnlM IairN eepth!am oelicctbn ba:bs ve roe ,roee v>reeallotw, - SINOLE FAMILY RCSIDE/iCr ONLY Evee wAi Depvrmcrc etardvb aM IOMYLRR Appce'TsA tv Un 10-Ivv pweM.Ylotc•Peawc F�ttg b rctamcr,cW tom At a-lt un i:oor o,C enxe w a cmt+etC ta/ti mot m boles.car11 cPtcaa trcp T. Tla rye or,tees ra,w n penareo. care anm Doer tReonoUa. nano-'Is Priem. SITE PLAN 4 a mnrrwson tx>xmamle W mbtrwenr,1 ].uuest ama,.be.pecR:em,em tea htn.rrvae,Ye/epxn�roroea 9.Soper tvL maufmta'ae.Inn provwe a lrhei a,ea,,.aa+aelve T.t-He„e„er pra _Pr a leacnt ttrtnwe Nnl1 m PROPOSED SEPTIC SYSTEM DATEQ 1Z N,0 p-4-InsQ m xF.rmk sr n m eoalgnE x runramce..an cccUcw s-im o,a rvaolal W o prommera Iccmtmn v eorh ocaes.opentg to xvn tl r, ga.si.ater.Fo FOR INUH OF 59-.uADt am mtNinsb vemtm.amlla smep.!t ruJc sMII have]O-Nvr cavwme mcess •eno-uxe Ica tat mty m r�l•, RECLIRCTENS. mm%conr000rBmnb amlmca/ebl lgy.Iwwdeen sbavgetoewoEm.dWWha,wn c taOmfmre oe vlro8v1vepUee ntA,aba be«N nroIex lgtst,e,epoptrHm e e etic.rnA.fikk eesh.a.t tellte bm neAb-nm»t uoNwpa em ra tsennlg r.o no to mpp t1ruoo.+t cr mEm tory lgl urooeGt eImx pbactontnonmL g eety test 2J feet NOTES apbAPPRDVED R-LATRSEPTICAOSTIG BEDROOMS pensgs wlthb 13'a g;d,a ho ga!e!ocamm cvur me Met awl Nall m -peoreE Ly b IB FrXa dlaee tM FYMst stet.re_peeLNey ro.as NnB m eew]o-bcn a curt waereg,e I ReHvrea rorfefa Nvil Iv,e m mtm:um corrpre»Oro stis-IgM of )e.gocmE 5rortlwmr ClevatieT.an Imk msroa ro aeue b ru a mnbun,ox smprtg uJnles teen nave 2o-wl.perm EXPIRES THREE YEARS FROM DATE OF APPROVAL aw naeee-prEa leexag ame vcn revers a en ylmek coven m srbo pnmez per eq�a nch("o at]6mj PAGE rro1 gran a1 covers mm mm�ann-bert coax m aetlgaa b than m eaHer]o-bm,mmnmr weer�rye Qe bteeeyrea IerAeg 00 arador uN.sectn7 5-III al qit simia-1 2.WB enlcbnet elalt m a ms5nn.of tlraa trFas�nie»qe em JI b.In cotes Mrn crncrota texlks ere wNlbe h gamdoto.tla rest tm cevut or tl+unoPlmnc coven ere rHal yoEe AI revert APPROVED IN ACCORDANCE VItTN 8 AR OF - k"mom rertem ty a rw.tort Lrancm R-ere,twnl E-goer at ee gl p-eFe=tnr,al,wn�mt 1>n'mcy eee,.eemt m pro+e Ira y»u 6e°tte�`E w acc'°'x`.rn°crse,s-uI er ti,lt"'a'e a SPA a x6en a eepUc!at n approvem rm m tsalbe H o brveual v r.aF y Wth al eppropnote regvt"anmb ry MH wail catitV-xtan NI wc:gm of the tmk(.M w W V.out ed.eriy er tln aoEbn d lribstl P- REYIEW DETERMINATION DATED Zy 1�i a k]tOg µpb rc e m1 m mt 4 ea roml oe tow m a Ie, va top-11 carter Mo tg to ros e m eppina a 1 ba m lemt I II ygn 1n a n op urea. T.rr to g:g mvnokt ere pp o oe m m I»once b o ^'7 m amyneem bU pa b pot equac pN tanyanJ w tg 1>ant e-Ive..oy er pang a.ec be mo-Hole ann m mna�oe re m enpectemhewmE ga..mamr eleVetbn wim Ue rmx emP.y.Shc vatic lna4n to move urn rcgYcmetea a AA4f:a t1-]o v 9.SeptK tvJo Nall m.nr..sge ura rontrvcteE a se,a.m eW 9.Weft covrae aecttvn Nn,l m meamm Y,are Ol tcM wyI cevv m top a tM t wW t a Hoe m crnlmrea won mtv-ttlrby Hri]O Ioowq. amxcmn mammon mere eo.ot,wyee to cxre»No co•rmen o- nuaar)ar.ma'ae w w eanar+n ra Asm e-tw. vn an-xM.a mcl,wrg or mumt,.elg.:rerp.rva. e.me stet urvare elevmlan xnu m a mr,mom or o.I root DATE 07/2, 1 OF 1 b...etutkb�eY,oll m elUw vmwn 44,ptemn1Mp wle m • Allm ma ro ^9 oro c9 EbtrtdRJon t10xCY. v oar`.Prewc tes:by co„yab,nnt Null Imvo a xgwa weme a 50--IS%a Un roxbem rkPla I.wmrl teptte tanks avermvg to maulvNvh rvoimleMo[nro.one me folbws fc I.me ores total aystrnn aryml.j. coNdmtq Uh tlnm eta,aa m.All appllcobb rocartnrw Mtbna 9.= INg madnbs en 1 j 3 r ht 2 f m bNe Gamotar oI]fmL or prmAms/Tad me manurmdrer abll m trPlcmudeG an YnIGe aw a] ot doot. T.vacwn reteeq,seal ono expty conk an Rppy a wa.An ro ra(a) s.AJI we.e.ppee.lnn perevaee eK verNaa.meson a Ue ecTt a,o 4rinNI00mN or�The tat n ytr+rwe011 90X.or vorum b Moll m malcm wlm vest v oNnr mew ecceprmle to rho 2.M eeptb:lurk Mn11 m terle'Iep of Level 6 al mrecttxe(wRn a 'OBI�w P4+e peretrvtlae F LLn smpl'r,5 eoM's Nail m mlm Iv tr.e mturae. Ocpvbnen[such m inbrtld:t Ream flexb'o)RM ere fro Eye niaxbum tolvvlca b my EVoctbn a./an q aYcr M)u on a nwn.n ^ eotke[lasanem N me pipe wRh.table»smel rotraetmb lomp(7. 9-L A mlck I-I a Properly bvebm v I.onparlea s 10i iron rocks)a pm gavel. LOT 66, "AMENDED MAP A , PECONIC BAY ESTATES FILED 19 MAY, 1933 AS FILE NO. 1124 SURVEYED:23 NOV 2021 CA l 6,�• AT ARSHAMOMOQUE, UPDATE:09 JAN 2023;NEW FOUNDATION TOWN OF SOUTHOLD LOCATION,REAR DECK 8 H.T. REMOVAL SUFFOLK CO., N.Y, �0-m�ak V .1.47 TBH2POL 6.61 GB SCTM 1000- 53- 06- 16 $ •3.53 NG z� 2312 40PM SCALE: 1"=20' 7.42 UP49 C� �`Q 13�N�M1IM `s N0,4S to AC: ,�47.87 ASPHALT CON�.59NG -4 �O AP:ANGLE POINT fur f1g 0 BB: CBHp,1N `O ��v&� BLOCK CD:COMPOSITE DECK O C N 13'00�40 E III 6.92 �45 NG ° O O CL:CENTERLINE o \ WALK 1•e S. 5$.8 GRAV 5.75::a m Z EX mEXISTING c N \ BC2FSLT 7.62 2'SLATE W son EX.SS.LAT.:EXIST ^' \ _ 6 •" 6.62 NG ::.. . GRAV 6.21 SEWER LATERAL • a'� °� ``.N`r?;;i z n O FF:FINISH FLOOR 1• �" �� o : . p :::r::i: `r. CEGFaI 6.r1 `` \ :;r.:::z:'r':.pf oS CC FHV:HYDRANT VALVE c� :;i'''TCAP.740: F DPt 3 \\ G `;m:r'r:.c S6P GB:GRADE BREAK m NyL / Z " _ �.6•g9N LOT 20 G 40P� L 9 2• � o. 2 1 GL:GAS LINE GRA V 6 H 0 3 t, \ 1. NG:NATURAL GROUNDt:t:::::::::::::::..::. \ SP PCC:CONCRETE �� ::;r:;r.•:::.... . ..::r / ' s ` is m \\ _ POL:POINT ON LINE 7.38 VFPFINT VS,_ id Z Z ("PROPOSED) EPAP 6 n' " 8 FJ' 7p< g 14. \\ �• "; HAP lt► SRF:SPLIT RAIL FENCE AC 7.30 • 67 ` UNDptION� N \ p C-n FF w fi 6 .2 SSMH:SEINER MANHOLE Z flow f'O m �. . \ `� ET 6.66' t0 5 TBH:TOP BULKHEAD / N \ 6'9 .N w \ A \ gOpS p2`,.;::;,... .. 5.93WBHAP TBR:TO BE REMOVED C� 6.85% - � T r m J� WpAP 6' ► °'` TC:TOP OF CURB o 80DSET 9 gKAP - +s� ` I BH Np.1N 4? . TG:TOP OF GRATE �.` $ BKAP 7.00 6.9 87.E 5.0\ ,,,, / WB ;;o:::.:::::::..:. 1.70NG c N � �' 31.Z 1.24 6.90 NG ':-�:: '••`�5.92 TBHVVDPOL TH:TEST HOLE N O � P TIN:TOP R WALL GRAVAP 6.41 owo GARAP i G�'vAP U/L:UPPER LEVEL 0 U/P:UTILITY POLE EP 648 ra. " 6.94 6.6g FF 6.�q / :. =:.�':'('is:. "' `i iji'•9.r NGGRAV 6.23 a► WF:WOOD FENCE ."':O'a : G1 a 1.63 NG WV:WATER VALVE o'NO;r : 7a e1..:...;: 6.72'i:;:r VF:VINYL FENCE '_:. �j.:'r '? 'r' "`i GRAVAP:':.�.67 FF 'j .4 000��0 6 .6.74 NG S 73 .0 7.01 BKPCCAP 0 6 FN O E N. GR.4VAP6.31 '' 6.69 WM �® � �Ir -• rn 0 o . Q a r R a �r 13 o �A =CONC.MONUMENT AC 6.71' EPAP 6.28 458 ::;:. : >:::r;r::;:;:::.::r:: 6' 14 1 � i r> �� .� 11 NO a I w-e LOT®7,396 S.F. TO TIE LINE `6.55 `':: :,. I ��n it i� .6.83 O SET EPAP6.25 o BKPCCA JAN 1 12023 THE OFFSETS OR DIMENSIONS SHOWN HERON FROM THE PROPERTY LINES TO % THE STRUCTURES ARE FOR A SPECIFIC PURPOSE&USE.THEREFORE,THEYARE BUILIAN(9UEP7. LAND SUR LIC. 50869 NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION 70WN0F80tjTH0L® P.O. BOX 704 RIDGE, NY 11961 OF FENCES,ADD17YONAL STRUCTURES OR ANY OTHER IMPROVEMENT. UNAUTHORIZED ALTERATIONS ORADDITIONS TO THIS SURVEYISAVIOLATION OF / ll S �! lJ\r v S r 951.640.4899 SEC77ON 7209 SUBDIVISON 20 OF THE NEW YORK STATE EDUCATION LAW. COPIES j OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR �iE�'O� ,O t�� Q n Q J 1 I V EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BEA VALID TRUE COPY. I CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM FEMA FIRM MAP NO.36103CO159H THE SURVEYIS PREPARED, AND ON THEIR BEHALF TO THE TITLE COMPANY,GOV- •6.49AC 6.27EP ISLAND VIEW LANE COMMUNITY NO.360813 SOUTHOLD ERNMENTAGENCY AND LENDING INSTITUTION LISTED HERE ON. CERTIFICA7IONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. NO RESPONSIBILITY IS ASSUMED BY THE UNDERSIGNED FOR ANY SURFACE, SUB- ELEVATIONS SHOWN HEREON ARE REFERENCED TO NA VD 88 SURFACE,AERIAL EASEMENTS,SUBSURFACE UTILITIES AND/ OR STRUCTURES IN OR OUT OF EASEMENTS IF SO PROVIDED. SCTM 1000-53-06-16 1Mrr��raa�a.4�� I..vM�+^tr..���rlr�.. wan'"r,.•�r.M.._•.r._.irr + ' j• r MA,AG,401% ..R�4fDR MMPO,,,,GR � n Irzaf.�rlY�rrr�W. +ilur5+M+. 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I 19 0 a DETAIL ik a � ° $ 2ore1O1A'r w'a.�nw 1111 ^I PROJECT: BRADFORD SEPTIC pr r� �++• O ,",w I I ro 3705 BAYSHORE ROAD Ue — ate` GREENPORT NY 11944 I DRAWING TIT � .rr�.riwri+�w%w'�-14 z+ e��p " wrrtu¢ .rwmettSfID[I—_—_— id il,i6ii�lY— NOTES PLAN VIEW I /� I SITE INFORMA71ON 1 O SITE PUN FOLK COUNTY HEALTH DEPARTMENT APPROVAL ,. ,.ka ...`•""°' ' °+ / 6 ----- I Aaaoa °1 H5.REFERENCE NO.,R-21-1789 .� _ PAGE: SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES J I " / r I I J SP-101.03 APPROVAL OF CONSTRUCTED WORKS FOR ro®"�`RODa i II _a ASINGLE FAMILY RESIDENCE Date 11/22J27 _ H S.Ref.No. R-zl-nea _ m a� •^e,^- I 1.. �. /s I f I i �• / DRra I The sewage disposal and water supply facilities at Ibis location have been O - inspected andfor certified by this Department or other agencies and found a^^�•r• _—_____ I , tobesatisfactory FORAMAXIMUMOF 7 BEDROOMS. �,„„�,m, x.r>oT� mm 1'• SECTION - SECTION 11B VIEW CRAIG KNEPPER,P.E.,CHIEF —p rFoaxE+I�D Offlrn of waslewater Management FUJICLEAN CEN5 I/A OWTS DETAIL SITE PLAN eRAnacaws aW.E Nla DUSE ISO'•b,D• ELEOTRIOAL SERVICE — 70 FUJICLEAN ALARM/GONTROL PANEL I Iro y p 'a IDI I I w 102 ID3 id 6 MAIN ELECTRICAL 1Ds A& x �P ,�. �x��xxa,a�• "�a PANEL AT DWELLING 106 ,w," ," 107 MAIN BREAKER TDB 3 La p a I09. 10 m F No 151 F-1 IE nde I s 153 ! v�imi,A'au - n,.Ac m,•u .__._ I 13 134 114 RS 1 I I I i U 16 156 1 ;�1 1 1 I I 1 I T�1IpN, a) 7 116 a A nn, ' rAn 157 1 I ; I ++I 1WN o19 ECf/JA WOtD11ptF17f�PRDTECibN 1 m R7 158 i ' �f Ar Rl1 I L- OF D�COM FFEDER CM W PRO7DE0 BI OREiS ' L + �' 1 AND YUSf BE SRED ACCORORA'i TO IS1YP/Igfgi 1 U C Ile I --------- ----uiAll 1 WMACTURING SPECFrATIOS 1 L m l60 — 119 c^xo ,n 16, i -------- 1 a (n goo --------- a� 121 G 163 1 + P , i a 0 DEDIGATETJ, A AT1P I 122 164 1 I Lc ROUIT BREAKER 16A I ,o„u A T 1 CIRCUIT EREHICBt I23 A l J I24 aro 165 ; 1 9 0 1 1 Izs 166 1 PpDiwll 0(OQI3( ND/Ot 111165)FOAETO ar OIIFIS 126 167 ' 1A MIST BE UL NPRM➢FMIRIT PRDrE=RWS127 He I c 12g .r,__.yd°�.___o-_____, r__ 169 129 cna�-rim •��� 170 j TUPERATL E RATI65 E FIELD INSTALLED CXKTOtS MST E AT LEAST 14D EG P. 1 130 171 I (60 EG C).TCARUNL STRIPS AND GRM U1G USE COPPER CDOILTOS ONLY. 1 F 131 p 172 CGROIN)ECT GROIN)LUG IN PAAR TO A SEDIRE MIR MM ! 5 q 132 v 173 OASIED LRES fEPRES TILL➢YIRING FIELD RIRING slum FUJIGLEAN SINGLE LINE DIAGRAM 133 174 CNi J aura Rre a IN � 9e z ���L••.y��L _�� PROTECT: y -oo��o-. cw+o,�amwra.aw+ma+m �..�.�d,�.ro,......,t. BRADFORD • UJ x .�. �. :. SEPTIC .uwrzr Amur d.Nd ur..a�maow �:maW �a.�newo.wi-xwn,e.. smeuc.mymrmn.a...aom•icwoo.roa.w.oa� wwm mr.�n.eu.w.x.rww GLEAN—OUT DETAIL .awa GREENPVSNORERDAD GREENPORi NY 11944 siaa x e r®wa,au+v,enwooa+wo DRA G RLE- SEPTIC SYSTEM DE(dLS H WIRING DIAGRAM SUFFOLK COUNTY HEALTH DEPARTMENT APPROVAL •�•� a,v HS.REFERENCE NO.,R-21-11" � uVlmmr I!/s �.Px-wn PAGE: - -------------------------- SP-102.03 w�miY.. ,amu N, w E DATL D7/zc/Ri xs u : usow R ,r„wOo,.av°°r d-Kiwi-w� ni eow �_.:. �--'-�•�`� ^"'d`T01 --•_r"�wm"id ocvrs°Ywramaro .. .... SEPTIC SYSTEM DETAIL hoc NEA�o 6 0 e.Fu' jiClean USA FUJICLEAw GEN SENE6 om� . 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C A ? M�FUAs wlenousLv amay...m.em..Pn.am,�ars.,nme.�rm�n�.vnmm.�..e.w,m o � � FoausE 6rsmNs ,A"'6...,wr.n.�v.ammxw.®mv.w.e�.wmv.mva.m-am..�w.l L�mr��arn,Dm 6Asrn.vD wm�uN rvovinu ar M�cl"mFsrA.Trss �!vt.�v.avm.a.mirv�m..lm�aa.o�-aasvm.mm rmv�vs.a—o.....�, PROTECT: anwmmay....mvo-mv.asma.mmm�..-o�,.a.nm BRADFORD SEPTIC 7"/ 3705 BAYSHORE ROAD 5I3012023y/ "w'°°"'"°°v^rrti"-".m�'TMpe"°mcmw"u.u'e"w'.^'•. v GREENPORT NY 11944 ITMr�n...Nm.- '+ +.«ervs-a�eav�vamo.,rmm.wi.a.»�eom.way.nwm..m.a 05242013 FtwtISW DnETADAPrEH4a AnsovuvxTF Ken Ze t P.E. w .—I —MO I DRAWING TrrUE, - � FW IDLFAN INLETADAPTEN 45 SUFFOLK COUNTY HFALT1 DEPART• W APPROVAL NZ.REFERENCE NO..R-21-1.1M PAGE: SP-103.00 • DATEOi/26/IS �a 0 " 'FoaNE41a Generated by REScheck-Web Software _ C�.j( I Compliance Certificate Project Bradford Residence Energy Code: 2018 IECC Location: Greenport, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 3705 Bayshore Road Anthony Portillo Anthony Portillo Greenport, NY 11944 AMP Architecture AMP Architecture 10200 Main Road 10200 Main Road Unit 3A Unit 3A Mattituck, NY 11952 Mattituck, NY 11952 5162140160 5162140160 aportillo@amparchitect.com aportillo@amparchitect.com trade-offiCompliance: Passes using UA Compliance: 25.5%Better Than Code Maximum UA: 416 Your UA: 310 Maximum SHGC: 0.40 Your SHGC: 0.40 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck.Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter 2nd floor Ceiling: Flat Ceiling or Scissor Truss 1,253 49.0 0.0 0.026 0.026 33 33 Front Elevation:Wood Frame, 16" o.c. 656 13.0 14.0 0.037 0.060 19 30 Door: Solid Door(under 50%glazing) 25 0.250 0.320 6 8 Window: Wood Frame 128 0.250 0.320 32 41 SHGC:0.40 Right Elevation:Wood Frame, 16"D.C. 761 13.0 14.0 0.037 0.060 26 41 Window 1:Wood Frame 71 0.250 0.320 18 23 SHGC:0.40 Left Elevation:Wood Frame, 16"o.c. 761 13.0 14.0 0.037 0.060 25 41 Window 2:Wood Frame 76 0.250 0.320 19 24 SHGC:0.40 Rear Elevation: Wood Frame, 16"D.C. 603 13.0 14.0 0.037 0.060 10 15 Door 1: Glass Door(over 50%glazing) 192 0.250 0.320 48 61 SHGC: 0.40 Window 3:Wood Frame 154 0.250 0.320 39 49 SHGC: 0.40 1st Floor:All-Wood Joist/Truss 1,058 30.0 0.0 0.033 0.047 35 50 Project Title: Bradford Residence Report date: 11/29/22 Data filename: Page 1 of10 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version: REScheck-Web and to comply with the mandatory require listed in the REScheck Inspection Checklist. i'Nmu -% ... 2A I I/a9ba- Name-Title J Signature Date EDUP qRc� J �T �37 FOF NE'� Project Title: Bradford Residence Report date: 11/29/22 Data filename: Page 2 of10 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions &Req.ID 103.1, ;Construction drawings and ❑Complies 103.2 documentation demonstrate ❑Does Not [PR1]1 ;energy code compliance for the (j building envelope.Thermal '❑Not Observable envelope represented on ❑Not Applicable ;construction documents. I 103.1, ;Construction drawings and ❑Complies 103.2, ;documentation demonstrate ;❑Does Not 403.7 energy code compliance for [PR3]1 ;lighting and mechanical systems. ❑Not Observable :Systems serving multiple ❑Not Applicable ;dwelling units must demonstrate ;compliance with the IECC Commercial Provisions. 302.1, ;Heating and cooling equipment is; Heating: Heating: ;❑Complies 403.7 sized per ACCA Manual S based Btu/hr Btu/hr i❑Does Not [PR2]z on loads calculated per ACCA Cooling: Cooling: j Manual j or other methods ; Btu/hr ; Btu/hr ❑Not Observable approved by the code official. ;❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Bradford Residence Report date: 11/29/22 Data filename: Page 3 of10 Section # Foundation Inspection Complies? Comments/Assumptions & Req.ID 303.2.1 ;A protective covering is installed to ;❑Complies [FO11]2 3 protect exposed exterior insulation :❑Does Not v land extends a minimum of 6 in.below igrade. ❑Not Observable { ;❑Not Applicable 403.9 ;Snow-and ice-melting system controls;❑Complies [FO12]2 !installed. :❑Does Not a ;❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Bradford Residence Report date: 11/29/22 Data filename: Page 4 of10 Section Plans Verified Field Verified # Framing/Rough-Iri Inspection Value Value Complies? Comments/Assumptions &Req.ID 402.1.1, ;Door U-factor. U- U- ;❑Complies ;See the Envelope Assemblies 402.3.4 ❑Does Not table for values. [FRI]1 ❑Not Observable ❑Not Applicable 402.1.1, ;Glazing U-factor(area-weighted U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1, average). :❑Does Not ;table for values. 402.3.3, 402.5 ;❑Not Observable [FR2]1 ;❑Not Applicable U 303.1.3 ;U-factors of fenestration products ;❑Complies [FR4]1 :are determined in accordance 1EINot ❑Does Not :with the NFRC test procedure ortaken from the default table. Observable ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier PComplies [FR23]1 installed per manufacturer's Does Not instructions. ❑Not Observable i ❑Not Applicable 402.4.3 ;Fenestration that is not site built }❑Complies [FR20]1 ;is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA101/I.S.2/A440 or has infiltration rates per NFRC ❑Not Observable 1400 that do not exceed code ❑Not Applicable limits. 402.4.5 IC-rated recessed lighting fixtures} ❑Complies [FR16]2 !sealed at housing/interior finish ❑Does Not ;and labeled to indicate 152.0 cfm ;leakage at 75 Pa. []Not Observable ❑Not Applicable 403.3.1 ;Supply and return ducts in attics ❑Complies [FR12]1 insulated >= R-8 where duct is ❑Does Not V 1>= 3 inches in diameter and >_ ❑Not Observable R-6 where< 3 inches.Supply and :return ducts in other portions of I ❑Not Applicable :the building insulated >= R-6 for l j ;diameter>=3 inches and R-4.2 :for< 3 inches in diameter. i 403.3.2 :Ducts,air handlers and filter i I[ Complies [FR13]1 :boxes are sealed with !❑Does Not U ;joints/seams compliant with : International Mechanical Code or ❑Not Observable :International Residential Code,as 1EINot Applicable ;applicable. 403.3.5 Building cavities are not used as ❑Complies [FR15]3 ducts or plenums. 40Does Not ❑Not Observable ❑Not Applicable 403.4 ;HVAC piping conveying fluids R- R- ;❑Complies [FR17]2 !above 105 °F or chilled fluids ;❑Does Not {below 55°F are insulated to>_R= ;❑Not Observable ❑Not Applicable 403.4.1 ;Protection of insulation on HVAC } �❑Complies [FR24]1 (piping. k ❑Does Not U []Not Observable ( ❑Not Applicable 403.5.3 ;Hot water pipes are insulated to R- R- ;❑Complies [FR18]2 '>R-3. : : ;❑Does Not v '❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Bradford Residence Report date: 11/29/22 Data filename: Page 5 of10 section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions &Req.ID 403.E ,,Automatic or gravity dampers are INot ❑Complies [FR19]z 3 installed on all outdoor air ❑Does Not intakes and exhausts. ❑ Observable ? I ;❑Not Applicable j Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Bradford Residence Report date: 11/29/22 Data filename: Page 6 of10 Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions &Req.ID 303.1 All installed insulation is labeled ❑Complies [IN13]2 !or the installed R-values ❑Does Not I provided. ❑Not Observable i I ❑Not Applicable 402.1.1, ;Floor insulation R-value. ; R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.E I ;❑ Wood ;❑ Wood ;❑Does Not ;table for values. [IN1]1 ❑ Steel ❑ Steel lV ;❑Not Observable ; ❑Not Applicable 303.2, ;Floor insulation installed per f❑Complies 402.2.8 manufacturer's instructions and 1❑Does Not [IN2]1 ;in substantial contact with the pj :underside of the subfloor, or floor ❑Not Observable framing cavity insulation is in ❑Not Applicable ;contact with the top side of ;sheathing,or continuous insulation is installed on the underside of floor framing and .extends from the bottom to the :top of all perimeter floor framing ;members. 402.1.1, ;Wall insulation R-value. If this is a; R- R- ;❑Complies ;See the Envelope Assemblies 402.2.5, :mass wall with at least 1/z of the ❑ Wood ;❑ Wood ;❑Does Not table for values. 402.2.E wall insulation on the wall [IN3]1 ;exterior,the exterior insulation j El mass ❑ Mass ❑Not Observable �� :requirement applies(FR10). ;❑ Steel ❑ Steel ;❑Not Applicable ; ; 303.2 ;Wall insulation is installed per ❑Complies [IN4]1 :manufacturer's instructions. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Bradford Residence Report date: 11/29/22 Data filename: Page 7 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions &Req.ID 402.1.1, ;Ceiling insulation R-value. R- R- ❑Complies ;See the Envelope Assemblies 402:2.1, ❑ Wood ❑ Wood ❑Does Not ;table for values. 402.2.2,402.2.E ❑ Steel ❑ Steel ;❑Not Observable [Fill' ;❑Not Applicable 303.1.1.1, ;Ceiling insulation installed per ❑Complies 303.2 manufacturer's instructions. ❑Does Not [FI2]1 :Blown insulation marked every 300 ft2. ❑Not Observable ❑Not Applicable 402.2.3 ;Vented attics with air permeable (❑Complies [FI22]2 :insulation include baffle adjacent ❑Does Not Ito soffit and eave vents that extends over insulation. ❑Not Observable 3 ❑Not Applicable 402.2.4 ;Attic access hatch and door R- R- ;❑Complies [FI3]1 :insulation >_R-value of the ;❑Does Not adjacent assembly. ;❑Not Observable ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50= ;❑Complies [FI17]1 .ach in Climate Zones 1-2,and ;❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable 402.4.2 )Wood-burning fireplaces have ❑Complies [FI8]2 ;tight fitting flue dampers and i❑Does Not outdoor air for combustion. ❑Not Observable ❑Not Applicable 403.3.3 ;,Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies [FI27]1 :determine air leakage with ftz ft2 ;❑Does Not ;either: Rough-in test:Total ;leakage measured with a ❑Not Observable pressure differential of 0.1 inch ;❑Not Applicable w.g.across the system including ;the manufacturer's air handler .enclosure if installed at time of ;test. Postconstruction test:Total leakage measured with a .pressure differential of 0.1 inch w.g.across the entire system including the manufacturer's air handler enclosure. 403.3.4 ;Duct tightness test result of<=4 cfm/100 cfm/100 ;❑Complies [FI4]1 .cfm/100 ft2 across the system or . ft2 ft2 ;❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ,❑Not Observable tests,verification may need to ;❑Not Applicable ;occur during Framing Inspection. 403.3.2.1 ;Air handler leakage designated ❑Complies [F[24]1 :by manufacturer at<=2%of IE]Does Not ;design air flow. ❑Not Observable I❑Not Applicable 403.1.1 Programmable thermostats ❑Complies [FI9]Z installed for control of primary ❑Does Not heating and cooling systems and initially set by manufacturer to []Not Observable code specifications. (( ❑Not Applicable 403.1.2 ;Heat pump thermostat installed ❑Complies [FI10]z ion heat pumps. ❑Does Not IE]NotI Observable ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Bradford Residence Report date: 11/29/22 Data filename: Page 8 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 403.5.1 1Circulating service hot water ❑Complies [FI11]2 ?systems have automatic or ❑Does Not ;accessible manual controls. y ! `[]Not Observable Ji❑Not Applicable 403.6.1 ;All mechanical ventilations stem ❑Com lies [FI25]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy 1 and air flow limits per Table )❑Not Observable R403.6.1. �❑Not Applicable 403.2 ;Hot water boilers supplying heat ❑Complies [F126]2 !through one-or two-pipe heating i❑Does Not i systems have outdoor setback 1 !control to lower boiler water {❑Not Observable ,temperature based on outdoor ❑Not Applicable ;temperature. i 403.5.1.1 ;Heated water circulation systems ! ❑Complies [FI28]2 have a circulation pump.The I i❑Does Not ;system return pipe is a dedicated return pipe or a cold water supply []Not Observable pipe.Gravity and thermos- ❑Not Applicable ;syphon circulation systems are not present. Controls for i circulating hot water system !! pumps start the pump with signal f ;for hot water demand within the !occupancy.Controls automatically turn off the pump } ! ;when water is in circulation loop } ; is at set-point temperature and i no demand for hot water exists. 403.5.1.2 Electric heat trace systems } I❑Complies [FI29]2 ;comply with IEEE 515.1 or UL I❑Does Not j515. Controls automatically € ! adjust the energy input to the ❑Not Observable heat tracing to maintain the ❑Not Applicable desired water temperature in the ! piping. 403.5.2 Demand recirculation water UComplies [F130]2 !systems have controls that )❑Does Not manage operation of the pump and limit the temperature of the ❑Not Observable !water entering the cold water )❑Not Applicable ;piping to<= 104°F. J 403.5.4 ;Drain water heat recovery units UComplies [F131]2 ;tested in accordance with CSA !❑Does Not B55.1. Potable water-side ❑Not Observable ;pressure loss of drain water heat (recovery units< 3 psi for j❑Not Applicable ; individual units connected to one I or two showers. Potable water- , side pressure loss of drain water heat recovery units < 2 psi for individual units connected to 'three or more showers. 404.1 ;90%or more of permanent ❑Complies [FI6]1 fixtures have high efficacy lamps. IE]Does Not J❑Not Observable ❑Not Applicable 404.1.1 Fuel gas lighting systems have } ❑Complies [F123]3 no continuous pilot light. ❑Does Not 19 ❑Not Observable i ❑Not Applicable 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Bradford Residence Report date: 11/29/22 Data filename: Page 9 of10 section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions &Req.ID 401.3 ;Compliance certificate posted. i❑Complies [F17]2 J❑Does Not J❑Not Observable J❑Not Applicable 303.3 Manufacturer manuals for ❑Complies [FI18]3 mechanical and water heating ❑Does Not systems have been provided. i ❑Not Observable j El Not Applicable Additional Comments/Assumptions: I 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Bradford Residence Report date: 11/29/22 Data filename: Page 10 of10 2018 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 27.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling/Roof 49.00 Ductwork (unconditioned spaces): Glass & Door Rating U-Factor SHGC Window 0.25 0.40 Door 0.25 0.40 CoolingHeating & Heating System• Cooling System• Water Heater: Name• r Date: Comments E, S.T,I'MAT- E SCOTT MILLER. _� - •%'`� 33 PO BOX 224 GWL NY 11547 631-220-5026 BILL TO ESTIMATE# 2023000524 BRADFORD ESTIMATE DATE 05/24/2023 3705 BAYSHORE ROAD GREENPORT NY DESCRIPTION AMOUNT I WILL SUPPLY AND INSTALL; 1,950.00 1 -8'0"X 7'0.0"BD1 EU COMPLETE DOOR WITH INTELLICORE DOUBLE STRENGTH, WINDOW DESIGN SQ24-SQUARE 2 HIGH/4 ACROSS IN ULTRA-GRAIN MEDIUM OAK TOTAL $1,950.00 PAYMENT OPTIONS please make checks payable to Scott R Miller. Dimensions Door"*I it on.) 81.75 in crane 1r9rtr*la =(W4 1,75 in — Dow wid-J,gn.,) 33AW in J&,nb SLa On.) Nominal Door Ha4ht'(rt) 80 in %Iorn!nal I rIY-g osa fh) 2 in 4 ----------- Nominal[leer VAdth on.) 32 in f vigh Opwing KO-igfit 82.5 in -- ------- 'A---- - Hough Opening VaIdth(k) 35.9375 in Details Eve Typo- Douce Bore Cc4or t amity ati"ll _e CaiarlFdtt h Primed DwrCork3L_"'lII`84;sn Single-Door Door GL-ssIns =r'bn Ternpeted f3=Mi9 jit ng. 9Jght-HandAr&!Ang Door Slyie Tra,k.bonal Door type ExIenof Prel agig 1' 17�ar®3 Elinds _4v. r the Glass,EAckmo%l,Lac t0 Bor» Fkligb f w Primc-d ----J ODoub;v l3core).%1A,_att;:tstripping P.—ame 9sPatariai G&ss Cwning FfnL-L9 No r:=g Gt—m Leyma V2 UtB �'3t_ao Shama Rectangg,e Ute O.ss Sty% Clear Glass i-4*u Fi " Seth ASchel -- —�---- Mingo 7ym Stan rd InAlded Instructions Wturlal Steel Numbar of Hingaq 3 wmbar a4 Utus 1 Lite P&nol Typo 2 Pane! Produel VWghf ft) 49.22 Ib SuncGUA Ap ril=bon Back Warranty i Certifications 'EmW Stec Dun itled Not Gua`iled Firco rating Nor,5 M,anufaOffor:viwanty 10 Year Limited NOTES: IREV No. DATE I DESCRIPTION 1.) CUSTOMER TO SELECI TRACK AND COUNTERBALANCE OPTIONS WHEN PLACING ORDER. I 00 05-21-21RELEASED 2.) STANDARD DOOR CONFIGURATION INCLUDES ONE SLIDE LOCK. OTHER LOCK OPTIONS ARE AVAILABLE. 3.) SOME NON-INSULATED 25 GA. STEEL BRIDGEPORT DOORS WITH WINDCODE OPTION REQUIRE SPECIAL SECTION HEIGHTS AND STACK CONFIGURAIION. CONTACT CLOPAY CUSTOMER SERVICE FOR ADDITIONAL DETAILS. DW X Y 7'-8" 3.00" 2.00" 7'-10" 3.00" 4.00" TOP SECTION OPTION: SQ24 8'-0" 3.00" 6.00" 8'-2" 3.00" 8.00" 8'-4" 4.00" 8.00" �T 8'-6" 5.00" 8.00" -L- 8'-8" 6.00" 8.00" - 8'-10" 6.00" 10.00" 16" L -� - `- S4 s'-o" 7.00" 10.00" 1 I� I 9'-2" 8.00" 10.00" 9'-4" 8.00" 12.00" 9'-6" 9.00" 12.00" 9'-8" 10.00" 12.00" 9'-10" 11.00" 1200". S 3 10'-0" 12.00" 12.00" 10'-2" 12.00" 14.00" T 10'-4" 13.00" 14.00" °H 10'-6" 14.00" 14.00" 10'-8" 14.00" 16.00" 10'-10" 15.00" 16.00" E S2 11'-0" 16.00" 16.00" 11'-2" 16.00" 18.00" 11'-4" 17.00" 18.00" F S1 DH S1 S2 S3 S4 6'-3" 18" 18" 21„ 6'-6 21 21 18" 18" 21" 6'-9" 21 21 18" 21" 7'-0" 21 21„ 21„ 21" X 42" Y 7'-3" 21 21 21 *24" 7'-6" *24" 21 21 *24" °W 7'-9" *24" *24" 21 *24" 8'-0" *24" *24" *24" *24" * SEE NOTE #3 S (SECTION HEIGHT) E F T 24 16" 3.50" 4.50" 21 16" 2" 3" 18" 14 2" 2" IMPORTANT: this document must be signed and returned DRAWN BY: DATE: APPROVAL SIGNATURE: APPROVAL DATE: Clepay® g prior to any fabrication. Please reference this drawing Q O�J-21-21 _ number on all correspondence. Thank you! CUSTOMER: CORPORATION NOTICE: Confidential/Proprietary information of CLOPAY B R D G E P O R T SERIES BUILDING PRODUCTS CO. is contained herein and may not SOB: DRAWING NUMBER: be disclosed, used, du phcated, made avadable, or FRONT ELEVATION REV. 00 FRONT ELEVATION distributed without its prior consent. Failure to observe this notice may result in liability for any damages and CSR�DC: BP-2P-4S-EXT- SQ24 SHEET: VIEW DRAWING lasses resulting therefrom. TROY, OHIO 1 } RoaJ APPROVED AS NOTED COMPLY WITH ALL CODES OF DATE' a`B.P.# B 5 6(o NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS Of NOTIFY BUILDING DEPARTMENT AT 7 10 -1 SOUTHOLD T0=114 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: SOUTHOLD TOWN RMINQ8M 1. FOUNDATION-TWO REQUIRED I O� FOR POURED CONCRETE -T SOUTHOLD TTRMM 2. ROUGH-FRAMING,PLUMBING, STRAPPING, ELECTRICAL&CAULKINGS,DEC 3. INSULATION 4. FINAL-CONSTRUCTION&ELECTRICAL MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES-OF NEW ELECTRICAL YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. INSPECTION REQUIRED Blower door and ductwork jue spantio» testing required. es per NYS Code Must provide Manuals D,J and S as per NYS Energy Code PLUMBING ALL PLUMBING WASTE &WATER LINES NEED TESTING BEFORE COVERING TRUSS PLACARDING REQUIRED PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY OCCUPANCY OR SOLDER USED 1N WATER SUPPLY SYSTEM CANNOT USE IS UNLAWLFUL EXCEED 2110 OF 1% LEAD. WITHOUT CERTIFICATE OF OCCUPANCY RETAIN STORM V ATEz p W-Fr pb gSUANT TO CHAPTER OF THE TOVIN CODE. OE I ` ERAL 5��50L ICE I ,Q C-U _ A EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.G. 5TL. � 0)W N WHEN APPLIGABLE) vi J NEW FOUNDATION WALL EXISTING TO REMAIN rl �----{ NEW WOOD FRAME (L.G. Q W >- F--� 5TL. WHEN APPLICABLE) Z NEW I-HR FIRE RATED © MIN. (2) 2"x4" STRUCTURAL 0 _ WOOD FRAME (L.G. 5TL. POST FOR 4 WALLS J WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL J P05T FOR 6" WALLS), U.O.N. m 0 O NEW 2-HR FIRE RATED O WOOD FRAME (L.G. 5TL. a Lo m WHEN APPLICABLE) -iF m Z O H � 5TRUGTURAL PLAN NOTES Er w _j OSINGLE 5PAN STRUCTURAL MEMBER: STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY ABOVE INDICATED POSTS. J .r-� l� TYP. STL. COL.: O2 0 3-1/2" OD. 50H 40 HOT DIP CALV. 5TL. COL. (ASTM A123) d' BY 51M5 STEEL (OR E(2UAL);PROVIDE 4" THK. FILLET Q Z r"1 1AIELD5 JOINING COL. TO 5UPPORTING/5UPPORTED STEEL Q' cV BM.,WHEN APPLICABLE. LL. L J (o JOIST HANGERS (STEEL FLUSH BEAM): OPROVIDE 51MP50N BA2.56/11.88 TOP FLANGE JOI5T HANGER O = Lo ® EACH F.J. (BA5.12/II.88 HANGERS AT DEL. JOISTS). WELD HAN6ER5 TO STEEL BEAM PER MANUFACTURER SPECIFICATIONS(SEE 201Q SIMPSON STRONG-TIE WOOD CONSTRUCTION CONNECTORS PAGES 162-164 d BULLETIN "T-C-1,,ELDUPLFTI9". PROVIDE SIMPSON HOLT/HANGER AT INDICATED BEAM OW CONNECTION;WELD HANGER TO STEEL BEAM PER MANUFACTURER SPECIFICATIONS (SEE 2011 SIMP50N NON-STRUCTURAL POSTS NON-STRUCTURAL P05T5 STRONG-TIE WOOD CONSTRUCTION CONNECTORS PACES BETWEEN WINDOWS BETWEEN WINDOWS 162-164 d BULLETIN "T-G-WELDUPLFTIcI". (� PROVIDE SIMP50N HB HANGER AT INDICATED BEAM NEW(5) 2"xb" NEW (5) 2"xb" NEw(5) 2"xb" 7 8 -� W O5 CONNECTION;WELD HANGER TO STEEL BEAM PER P05TS TO MANUFACTURER SPECIFICATIONS(SEE 2019 SIMPSON POST TO WINDOW POST TO U 5TRON5—TIE WOOD CONSTRUCTION CONNECTORS PACES WINDOW HDR HEADERS WINDOW HDR 0 —� U J 162-164 # BULLETIN "T—C—WELDUPLFTIc1". — — — — m O6 5" SQUARE STRUCTURAL PERMACA5T COLUMN - LVL HD NEW(3) I.T5"AIZ-TV' O.F. 2.OE LVL HDRNE—(3 '5—x1.875 G.P2 E — — — — — — — — — — — — — — Q O NEW 4"xV ALUM. DOWNSPOUT (TYP.) 00 I I 8 GUTTER HIGH POINT" (TYP) N z? I EXISTING 5TRUGTU :AL MEMBERS NOTE: ® U THE ORIENTATION d SIZING OF VARIOUS EXISTING STRUCTURAL MEMBERS HAVE BEEN ASSUMED. CONTRACTOR U I U V O O 00 00 x= SHALL V.I.F. EXIST. MEMBER SIZING 4 ORIENTATION A5 PER FOUNDATION d STRUCTURAL PLANS. CONTACT ARCHITECT ry`fl ry ® I 0 0 p p p p SHOULD ANY DEVIATIONS BE OBSERVED. ® I xtu ® z ry n x n x n — zU l ® z zd n zd II w NEw(2) 2"x4" z cr I POST DIRECTLY ABOVE EXIST. WALL BELOW NEW (4) 2"x4" POST ( I TO RIDGE NEW 2 NEW(2) _ 2"x8" 2"xB NEW 2 2"xIO" FLUSH NEW (2) I NEw(4) n I NEw(4) I0 HDR HDR 2"xb" POST 2"x4" P05T 2"x4" POST NEW" mp NEW(4) BM. EXTENDED TO I I I I TO RIDGE 2 xb POST J � NEW(2) — NEW(2)— 2"x4" P05T (2) 2"x4" POST I TO RIDGE I TO RIDGE TO RIDGE NEW(2)2"xb 0 1. 2_xIO" TO RIDGE STRUCTURAL NEW 2 L'IS"x11.8?5" NEW 2) 1.75"x11.815" NEW 2) L"15"x11.8"f5" cV HDR DR P05T5 BETWEEN G.P. 2.OE LVL RIDGE O.P.2.OE LVL RIDGE G.P. 2.OE LVL RIDGE II WINDOW HDR NEW 2" " G.J. ® Ib' O.G. NEW 2"xl0" G.J. ® 16" O.G. iv U w/SI N LU528 cV m w/51MP50N LU528 HAN ® FLUSH BM. �Ir HANGER ® FLUSH BM. cv < I ® w cr NEW(2) 2 xI2 FLUSH BM. L z 3 m SIMP50N LU5 210-2 HANGER Z lull 2 Q, Ll 0 NEw (2) NEW(5) 2"x4" 2"xb" POST to U +/ I m Q POST TO VALLEYS TO VALLEY I i\ry V 4 TRIPLE R.R. I tu z; ly <�- (V O NEw(5) 2"x4" x j POST TO VALLEYS I �, m O 3 TRIPLE R.R. I Q tu z I Q NEW 2"AO" NEW 2"xIO" NEW 2"xl0" Q NEW 2"xIO" R.R. ® I6" O.G. R.R. o I6" O.G. I R.R. ® 16" O.G. n R.R. ® 16" O.G. NEW 2"xl0" G.J. ® I6" O.G. w/ NEW 2"xl0„ T �0 'T PROJECT: ADDITIONAL 2"xIO" SISTERED G.J. ® 16" O.G. I I w TO EVERY OTHER J015T I �� z BRADFORD NEW(2) NEw (2) I I RESIDENCE 2"x8" HDR 2"x5" HDR I _ J NEW2"AZ' IFF — — — — — — — — NEW(2) 2"x8" HDR NEW(2) 2"x8" HDR '► I RIDGE - - L - _ _ - - 3705 BAYSHORE ROAD - �� 0►-F,��r - - GREENPORT NY 11944 oEl DRAWING TITLE: T tNEV4 NEW2"x8" NEW2"x8" NEW 2"xIO" R.R. ® I6" O.G. n R.R. ® 16" O.G. T R.R. ® 16" o.C. PROPOSED STRUCTURAL PLAN 2"xl0 R.R. ® Ib" O.C. z PROPOSED ROOF FRAMING PLAN PROPOSED SECOND FLOOR STRUOTURAL PLAN FROPOSED ROOF FRAM I NC PLAN PAGE: SCALE: I/4" = I'-O" SCALE: I/4" = I'-O" S-102m00 DATE: 03/23/22 14 OF 15 D Aff C Nil < } w t a a) a U H O W Z O J �-I Q w = Z O cn Z J JLo H J w O Y O a LoW >- R�t m z 0 � o z Ix a w J J 00 z0) cfl aZX4 v- w co Lo IIm r-I ~ =O Lo OT-iJlO w I>r U w ~ U U J a J 4" FRE5H AIR VENT w IL I L THROUGH ROOF O O 1 )Y 3kk 1 y 4 I HYPRONIC, 3 � AIR HANDLER O3-� v �r I � im M I 1 I BATHROOM #2 BATHROOM 41:5 1 LA DRY BATHROOM #2 I BATHROOM #3 LAUNDRY UN I NOTE: ALL PLUMBINO WORK SHALL CONFORM TO I Q4 44 LOCAL FLUMBINO CODE 2" I 1k 2" IL I Q 12" B i I 12" B I I I PROVIDE "ABESCO FF200 FR Q I I CJ I I I CJ I I I EXPANDIN5 FOAM" (OR EQUAL) p� p� I I I I AT ALL PENETRATIONS IN FIRE I I v I I I v II j E5END w I I RATED WALL5 AND w 31 31 13 = I 31 13 v W.G. 1 3 .� WG. I WG. I �v SHOWER *I n m 1 � jv �i 'ry W.G. mI jiv ------{ HOT WATER I FLOORS/GEILIN55. PRODUCT _ I' 1= _ 1 ISHOWER 1- ' j 2" CONFORMS TO ASTM E 814, �I �I I p� 1 �I n TUB n1 nl I� SUPPLY G.O. 2 1 wa R A5TM E 84,AND UL 14'19 1-�- _ _I I- I -------- - -------- - - -. - _ _----- -. _ - _. _- COLD HATER 2 3 I G.O. .._.._.._.._..� _. _..� _.._. ~.._..-..� SUPPLY BATHROOM #1 KITCHEN WETBAR BATHROOM #1 KITCHEN WETBAR j I NOTE: PROVIDE "A$ESGO FP200 FR _ ALL PL.UMBINO WORK I I EXPAN IINO FOAM" (O NaFIRE 2 SHALL CONFORM TO 1 RATED WALLS AND v T--T-- 2 12 LOCAL PLUMBING CODE O p� I FLOORS/GEILINOS. PRODUCT 0 ---- 2"I 2'I I I I' GLEAN OUT O i p� p� I I CONFORMS TO ASTM E 514, ll I I 1 I I I I ASTM E 84,AND UL 14"Iq j I I ''� I A5 REQ'D E- I :4 I � I � I I Z I I S I 5 EXI5T. F.A.I. TO U I I V 3 I I V I w Wes. REMAIN FL31 31 31 Iv 31 10 1 I 2 ISHOWER I *I N zl I O 1 I_ 1 I_ k I_ � NI Lv SHOWER nI �N m ivl Ic�v ivl R I I v I-------- - Q4- � �-DW---� .\ I �---- G.O. I 4" I I Lii 4" HOUSE I MAIN DRAIN G.O. I j TO STREET w w I ; [WATER MAIN 4" TO SEPTIC Q I - - �` PROJECT: 5Y5TEM BOILER N B RAD FO R D 6ARASE RESIDENCE 3705 BAYSHORE ROAD FLUME3 1 NC RISER - I7RA I N / NASTE / TNT FLUME31 NS RISER - SUFFL.Y GREENPORT NY 11944 50ALE: NT5 50ALE: NT5 DRAWING TITLE: PLUMBING RISER DIAGRAMS PAGE: P-101000 DATE: 03/23/22 15 OF 15 ` ��. o � 14 .74 F N 1V� 51TE PLAN HATCH KEY: PROPOSED BUILDING ADDITION UD in F_ 0) PROPOSED ACCESSORY STRUCTURE W Z O J 04 r-I PROPOSED 2ND 5TORY tu rl Q W >- � � Z U Z 2 F- J PA(5E K o 0 o ti ECON I G BP�Y ti P a � � RENOVATION OF FIRST E=LOOR PROJECT LOCATION &SCOPE 0 o0 MHWM AT THE TIE LINE - RENOVATION OF SE=GOND FLOOR SITE PLAN & ZONING DATA p 51-1006'40"E — --oz- — 50.00' - PROPOSED 2ND FLOOR DORMERS Q W PROi�OSE=D GOVE=RE=D PORCH I5-002 .00 GENERAL NOTES J 00 ENERGY TABLE Z a) EXIST. CONCRETE BULKHE�4D ������ ��T� . STRUCTURAL DESIGN CHARTS Y `� Q Z }: 4 (5-005.00 HOLDOWN, ANCHOR BOLT, m J N - STRAPPING, & NAILING DETAILS Lo X ri PROJECT / ZONING DATA FASTENING SCHEDULE � � oo I I TAX MAP # 1000-53-06-16 (5-00 00 FRAMING GRAPHICS ZONING DISTRICT R-40 NO BEAM CONNECTION PATTERNS LOT AREA 0.1-1 ACRES FIREBLOCKING DETAILS W GofO - I FAMILY DWELLING Z-211b, 03/03/1965 - PROPOSED DEMOLITION PLANS U i ( Cofo - PORCH 8 BALCONY ADDITIONS Z-2cllab, 10/25/05 F- J � VARIANCE APPROVAL ZBA FILE #1544; 10/2 U5/21 � A- 102.00 Q FEMA FLOOD ZONE x � vE-13 PROPOSED FOUNDATION PLAN REMOVE EXIST. I WETLANDS DISTRICT - -- Y PENDING G DECK AND HOT TUB APPROVAL \ , I-43738- ------_---__ __.... ..... DEC DISTRICT Y 02?74/0001 ,®® PROPOSED FIRST FLOOR PLAN . R-2I-178a SUFFOLK COUNTY HD APPROVAL 3 (PENDING ZONE VE (ELe13') I BEDROOMS APPROVAL) ZONE X HABITABLE SPACE EXISTING PROPOSED PROPOSED SECOND FLOOR PLAN v r h xlx CRAWLSPACE AREA O S.F. 0 S.F. I PROPOSED m I r- 2ND FLOOR DORMER FIRST FLOOR AREA — c`15 S.F. I,055 S.F. 36 3, SECOND FLOOR AREA 1-16 S.F. 1,255 S.F. 62® 1 ,®® PROPOSED EXTERIOR ELEVATIONS TOTAL BEDROOM COUNT 3 3 LOT COVERAGE A-202 •00 PROPOSED EXTERIOR ELEVATIONS EXIST. 2 5TRY ND. DESCRIPTION (FOOTPRINT) AREA % LOT FRAME DWELL I NO - COVERAGE nl (4 BEDROOMS) m I TOTAL LOT AREA '1,3a6.0 S.F. PROPOSED IST m -75, REAR SETE3AGK EXI5TING3 BUILDING 1,362.0 S.F. 0.4% BUILDING SECTION_0® DESIGN D FLOOR ADD I TI ON - -Y- (BU I LD I NO OUT EXISTING FRAME GARAGE 321.0 S.F. 4.3% DETAILS WHERE EXIST. I 3 PROPOSED COVERED PORCH 62.5 S.F. O.b% PORCH IS) I 03 TOTAL AREA OF ALL STRUCTURES 1-145.5 S.F. 23.6% -�-01 .00 DESIGN DETAILS I•Cl ( I 10. "MAXIMUM LOT COVERAGE ALLOWED - 20% W 6.5 - - -7.2' PROPOSED 2ND I V P PORCH D v I PROPOSED 2ND REQUIRED SETBACKS - MAIN BUILDING 5- I 0 I .00 PROPOSED STRUCTURAL PLAN U FLOOD: DORMER; � FLOOR DORMER; - - - - - - - --- --- - - N W ABOVE F I RST m O ABOVE F I R5T REQUIRED EXIST. PROPOSED COMPLIES FLOOR (I FLOOR (� 100' TRUSTEES W FRONT YARD 35.0' S2."1' S2.T' Y - `ET5AGK I - - -- -- N S- 1 ®2,0® PROPOSED STRUCTURAL PLAN o - 51DE YARD 10.0' 6.5' 6.5' (EXISTING) PROPOSED ROOF FRAMING PLAN B GK BOTH SIDE YARDS 25.0 55' FRONT SET ' I3.7 13.1' N PROJECT: (V (EXISTING) REAR YARD -15.0' 4clY 4q.1' N - 1 ® I ,0O PLUMBING RISER DIAGRAMS B RAD FO R D (EXISTING) r EXIST. RESIDENCE t- FRAME OARAOE 3705 BAYSHORE ROAD I O I GREENPORT NY 11944 16 b- DRAWING TITLE: O O PROJECT LOCATION &SCOPE �O I EXIST. I O ° DRIVE- � SITE PLAN & ZONING DATA 11 � ��rw,', '`�r £1 �. ., �.:- "Y`'�E`"r►tea,` �' _ - r .AY 4 , PAGE: N 16°5q'20"W 50.00' SUE3JE=GT PROPERTY -001m00 t d ay' - 5A�SHORE ROAD DATE: 03/23/22 1 OF 15 SITE LAYOUT NOTES: X - '' • I. THI5 15 AN ARCHITECT'S 51TE PLAN $ IS f J`y .i SUBJECT TO VERIFICATION BY A LICENSED `_ r :` , ` '� � '. ;� ;.� SURVEYOR. THE INFORMATION 1" .� � REPRESENTED ON THIS SITE PLAN IS TO THE r 0, ARCHITECT'S BEST OF KNOWLEDGE. 2.5URVEY INFORMATION WA5 OBTAINED !� '`, # s v,'� 'i"� ` V,N ;`�`1• � ��`��� FROM A SURVEY DATED MAY 16, I'M4 AND a` i �' �` " ,N, p r � 4` PREPARED BY. �` �4. { ,:°kt �! ' z •"�4 �y,a , .� j ( Jf. G 8 A LAND SURVEYING INC. G , PETER A. GROBEN ,. • r. ` N.Y. STATE LAND SURVEYOR '`Y to .- .. r tom .r,�' �> .,�' LIC. #050b6a >.. '. YN `,<5 , , f «3 1 P.O. BOX -104 IDE, NY IIcIbI SITE PLAN 151)640-48 0 4� LOCATION MAP SCALE: 1'-0" = 10'-O" SCALE: NTS NOTES ,$ S P E C,1 F I CAT I O N S CARPENTRY WOOD FRAMING MATERIAL STANDARDS FOUNDATION, CONCRETE, AND MASONRY A B B R E Y I A T I O N S U I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 d BETTER (Fb = 5-15) UNLESS THE PROVISIONS OF THI5 STANDARD ARE NOT INTENDED TO PREVENT THE USE I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT d IT 15 THE CONTRACTORS RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDER OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE BD. I BOARD �I INSUL. INSULATION Q F_ TOGETHER AT ALL TIMES. IT 15 ALSO THE CONTRAC,TOR'S RESPONSIBILITY TO READ ALL NOTES, PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN,AND THE AUTHORITY HAYING 5UB-CONTRACTORS IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF Q SPEGIFIGATION5,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK 2. ALL LUMBER IN CRAWL SPACES TO BE IS" ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING,OR TESTING BY AN APPROVED THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. Z 0 8" MIN. FOUNDATION EXPOSURE. AGENCY,THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR BFE BASE FLOOD ELEVATION TNT. INTERIOR W = CV GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 2. ALL FOOTINGS TO BEAR ON FIRM,VIRGIN, UNDISTURBED SOIL BLDG. BUILDING K KIPS (1000 LBS) _i 11_ vi GENERAL 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, AL50 SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THI5 DOCUMENT I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE PROVIDE: 5I1-L SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"xb",UNLESS (1) 2"xb" (THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERICAN WOOD 3. SOIL TO HAVE MIN. BEARING CAPACITY OF (1) TON/SQ. FT.,U.O.N. BM BEAM Q W APPLICABLE BUILDING DEPARTMENT. 15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. COUNCILS WOOD FRAME CONSTRUCTION MANUAL AND THIS P5 FORMAT, AS MANU. SPEC.'S MANUFACTURER'S SPECIFICATIONS >: APPLICABLE AS A DERIVED WORK). 4. FOOTINGS TO REST A MIN. OF 4'-O" BELOW 6RADE,UNLESS - � Z 2. ALL GON5TRUGTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. 4. AT FLUSH FRAMING USE 16 GAGE METAL JOISTS HANGERS BY "TEGO" OR OTHERWISE NOTED B.O. BOTTOM OF MAX. MAXIMUM ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, - 5TRUGTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. PREFABRICATED WOOD I-JOI5T5, STRUCTURAL COMPOSITE LUMBER, 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N. SOT. I BOTTOM MECH. MECHANICAL -j _ >_ 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES, GYPSUM,HARDBOARD,AND STRUCTURAL - J P J 3. ALL WORK SHALL CONFORM To NATIONAL, STATE, AND LOCAL CODES FLOORS, ROOFS, AND WALL5. PANELS,SHALL CONFORM TO THE APPLICABLE STANDARDS OR 6RADIN6 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS [D.O.W. BOTTOM OF WALL I MIN. I MINIMUM J 11- L0 Y AND AUTHORITIES HAVING JURISDICTION. RULES SPECIFIED IN 1.1 THROUGH 1.5. UNTIL I� TIER OF FRAMING 15 N PLACE. --- w 0 0 b. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS,AND BATH TUBS, G.J. CEILING JOIST NAVD88 : NORTH AMERICAN VERTICAL DATUM OF Ic18a 0 4. ALL UNNOTED OR NON-VISIBLE EA5EMENTS ARE THE RESPONSIBILITY U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, '1. FOOTIN05 TO BE POURED CONCRETE OF 512E SHOWN ON DRAWINGS. -- - - - 0- Lo cc OF THE OWNER/BUILDER INGLUDIN6 END-JOINTED AND EDGE-GLUED LUMBER,SHALL BE IDENTIFIED COL. COLUMN NYC, BG - NEW YORK CITY BUILDING CODE > � m -1. ALL BEAMS, 61RDERS, ETC. TO HAVE MIN. OF 3-1/2" BEARING BY THE 6RADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY 8. ALL OPENINGS FOR BEAM POCKETS, UTILITIES,ETC. TO BE FILLED - - - Z 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE SOLID WITH CONCRETE. [CONT. CONTINUOUS O.G. ON CENTER 0 SHALL BE CLARIFIED WITH THE ARGHITECT/ENCINEER BEFORE FROCEEDIN6 5. MIN. HEADER TO BE (2) 2"xIo" UNLESS OTHERWISE NOTED. AMERICAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE - -- 0 0 WITH THE WORK. 6RADEMARK SHALL INCLUDE AN FA51LY DISTINCUI5HABLE MARK OR 4. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE: 6-005. [DBL. DOUBLE OGG. �I OCCUPANCY a q. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE INSIGNIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE r -��--- -� Q 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE p-T• REQUIREMENTS OF U.5. DEPARTMENT OF COMMERCE F'520-qa. 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 25 DFE DESIGN FLOOD ELEVATION PBFE PRELIMINARY BASE FLOOD ELEVATION W UNLESS APPROVED BY THE ARGHITEGT/ENCINEER. DAYS OF 4p00 P 5.1., U.O.N. --- _ J 10. ALL EXTERIOR 5HEATHIN6 SHALL BE NAILED AS PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET DIM. DIMENSION P. GONG. POURED CONCRETE 'J 00 •T. CONTRACTOR TO VERIFY DIMENVONS OF FOUNDATION WITH FLOOR PLANS ON PAGE 6-003. GENERALLY,5HEATHIN6 15 OF 1/2" THICKNESS ON WALLS AND THE PROVISIONS OF ANSI/ALTO A I cIO.I STRUCTURAL GLUED LAMINATED 11. CONC. SLA55 TO REST ON MIN. OF 6" FINE GRAVEL OR SAND WITH _ BEFORE THE START OF FRAMING ROOF AND IS OF COX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER D.J. DECK JOISTS PL. 11 PLATE -1 Z d7 (fl FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN J r-I 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. APPLICABLE. 1.5. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES U51NO PREFABRICATED 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. [EA. EACH ��PLYWD. I PLYWOOD Y TA C) WOOD I-JOISTS SHALL MEET THE PROVISIONS OF ASTM V5055 - --- Z ', cl. DO NOT SCALE DRAWIN65, WRITTEN DIMENSIONS TAKE PRECEDENCE 11• SUB FLOORING, GENERALLY, TO BE OF 3/4" THIGKNE55 AND OF COX GRADE. STANDARD SPECIFICATION FOR E5TABLISHIN6 AND MONITORING 15. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - [SEEN. -� ELEVATION l P.T. PRESSURE TREATED NAILING AS PER FASTENING SCHEDULE ON PAGE 6-005 AND GLUED,U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS,THIS (1) WALL TIE PER (5) 50. FT. _ - - Q Z vq 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, DOCUMENT,THE 60VERNIN6 BUILDING CODE AND ANY ADDITIONAL [EQUIP. EQUIPMENT REQ'D REQUIRED m `J CERTIFIGAATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S GODS 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, ---- --- CD - APPROVED EQUAL. EVALUATION REPORT. MAX. 32'-O" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. [EXIST. EXI5TING Ri _ RISER Ln m � II. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO,RA -- _ _- _ (- 0 � AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 15. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEICHT5 AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES 15. APPLY (I) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. [EXT. EXTERIOR RM. ROOM 1 0 Q PERMISSION FROM THE ARCHITECT. UNSUPPORTED EDGE SEAMS OF EXTERIOR 5HEATHIN6. USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF FROM FOOTING TO 2" ABOVE FINISH GRADE. TA ..J O ASTM D5456 STANDARD SPECIFICATION FOR EVALUATION OF [F.A.I. FRESH AIR INTAKE R.R. ROOF RAFTER 12. THE ARCHITECT IS NOT RETAINED FOR SUPERVISION OF THE WORK AND 15 14. PROVIDE 'X' GROSS BRACING AT JOISTS, STUDS,AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS,THI5 DOCUMEN,THE I6. NO CONCRETE OR MASONRY WORK IS TO BE PERFORMED IN TEMPERATURES --- RESPONSIBLE FOR DEVON INTENT ONLY. EXCEED 8'-O" AND AT EVERY V-O". GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS OF 40-F AND FALLING,UNLESS APPROVED BY ARCHITEOVENOINEER. NO FAR � FLOOR AREA RATIO 115TL. � STEEL SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. CONCRETE SHALL BE PLACED ON FROZEN SURFACES. 15. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS,SEE AL50 PACE [F.A.V. FRESH AIR VENT 5.V. SMART VENT W 6-005. 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES USING PREFABRICATED 1-1. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY - _- __ m 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL WOOD TRUSSES SHALL MEET THE PROVISIONS OF THIS DOCUMENT, THE ARCHITECT/ENGINEER. [FF FINISHED FLOOR �TBD TO BE DETERMINED TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL I6. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS 60VERNINC BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS F_ RUBBISH,WASTE MATERIALS,TOOLS,ETC., GLEAN CLASS AND LEAVE WORK NECESSARY. SET FORTH IN ANSI/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE 15. PROVIDE BITUMINOUS JOINTS BETWEEN SLAB5 AND FOUNDATION WALLS AND [FF ELEV. FIRST FLOOR ELEVATION TEMP GL. TEMPERED GLASS 0 BROOM CLEAN. CONNECTED WOOD TRUSS CONSTRUCTION, THE TRUSS DESIGN DRAWINGS, WHERE EVER APPLICABLE. _ _ ___ LLI I-I. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES 6-003. OR THE MANUFACTURER'S GORE EVALUATION REPORT. [F.J. FLOOR JOISTS THK. HICK F- 0 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL 14. UNLE55 OTHERWISE INDICATED,ALL FOUNDATION FOOTINGS ARE TO BE A _ J LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE: AND LOCAL CODES 15. AT "NET WALL" PARALLEL TO JOISTS FRAME DOUBLE J015T AS PER CODE. 1.6. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL MIN. 10" DEEP PROJECTING 6"ON EACH SIDE OF THE FOUNDATION WALL. FOUND. FOUNDATION T.O.W. I TOP OF WALL 0 ' J AND ORDINANCES. GENERALLY,SEPARATE DOUBLE J015T THE THICKNESS OF WALL ABOVE. SUB MEET THE PROVISIONS OF A5TM C36 SPECIFICATION FOR GYPSUM PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK _ I -.__ m FLOOR SHALL NEVER EXCEED A 16" SPAN. WALLBOARD,A5TM 05-7 SPECIFICATION FOR 6YP5UM LATH, OR ASTM G-cl CONCRETE SLABS TO HAVE bxb 10/10 WELDED WIRE REINFORCING. [FRCE FLOOD RESISTANT CONSTRUCTION ELEVATION Tr TREAD Q ., I6. THE CONTRACTOR SHOULD FULLY GUARANTEE HI5 WORK AND THE WORK OF SPECIFICATION FOR GYPSUM SHEATHING BOARD. THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER IQ. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING 20. FOR SECOND STORY ADDITIONS,EXIST. FOUNDATIONS ARE TO BE VERIFIED I [FR. FRAME TYP. TYPICAL COMPLETION OF PROJECT. A5 PER PAGE 6-003. L'i. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL AS IN SOLID f SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x V1 _- � _ --- MEET THE PROVISIONS OF AN51/AHA AI35.4 BASIC HARDBOARD OF DEEP d 3'-O" BELow GRADE. FRPR. FIREPROOF U.O.N. UNLESS OTHERWISE NOTED 11. THE CONTRACTOR,SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, 20. "P.T." SPECIFIES PRESSURE PRE5ERVATIVELY TREATED LUMBER IN ANSI/AHA AL35b HARDBOARD 51DIN6. ARCHITEOVENGINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND ACCORDANCE w/AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD 6LA55 WINDOWS AND DOORS [FTC. FOOTING VERT. VERTICAL AGAINST ALL CLAIMS, DAMAGES,LO551E5 AND EXPENSES, INGLUDIN6 TREAT LUMBER w/ COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER 18 STRUCTURAL PANELS: I. ALL 6LA55 TO BE INSULATED LOW-E, UNLESS OTHERWISE SPECIFIED. - - _ � . , ATTORNEYS FEES ARI51NO OUT OF OR RESULTING FROM THE PERFORMANCE OF METAL BY REPEATED BRUSHING,DIPPING,OR SOAKING UNTIL THE WOOD [GYP. BD. GYPSUM BOARD V.I.F. �[-VERIFY IN FIELD THE WORK PROVIDED THAT ANY SUCH CLAIM,DAMAGE, R LOSS OR EXPENSE (A) ABSORBS NO MORE. ALSO,FOP,HARDWARE USED WITH P.T. LUMBER, 1.5.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL 2. 6LA55 DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER 15 ATTRIBUTABLE TO BODILY INJURY,SICKNESS, DISEASE OR DEATH OR TO CONTRACTOR 15 TO INSTALL HARDWARE THAT IS SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.5. DEPARTMENT OF COMMERCE CLEARANCES ARE PROVIDED. [H.D. HOLD DOWN w/ WITH INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK MANUFACTURER SUCH A5: HAN6ER5,NAILS, SCREWS,FLASHING,ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD I (P5 1) CONSTRUCTION AND ITSELF INGLUDIN6 THE L055 OR USE RESULTING THEREFROM). (B) IS CAUSED IN ETC. FOR LOCATIONS SUCH AS: LEDGER BD.,SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY 3. ALL 5LIDIN6 6LA55 DOORS,SKYLIGHTS, AND ANY 6LA55 UNIT INSTALLED \ WHOLE OR IN PART BY ANY NECLI6ENT ACT OR OM155ION OF THE ETC. ANY REFERENCES TO CGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (PS2) PERFORMANCE STANDARD FOR WITHIN 15" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED 6LA55, [HDR ][HEADER ND. WOOD \ CONTRACTOR, ANY 5UBGONTRACTOR,ANYONE DIRECTLY OR INDIRECTLY WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE UNLESS OTHERWISE NOTED. [HNGR HANGER ZR ZONING RESOLUTION EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. _ BE LIABLE RECAROLE55 OF WHETHER OR NOT IT 15 CAUSED IN PART BY A A. TRU55 J015T McMILLIAN IAE MIGROLAM 4. ALL 6LA55 UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH [HOR. HORIZONTAL PARTY INDEMNIFIED HEREUNDER. B. 6EORGIA PACIFIC 2.OE 6-P LAM 1,5.2. ORIENTED-STRAND BOARD (OSS), WAFERBOARD ORIENTED-STRAND MANUFACTURER'S SPECIFICATIONS. PSL (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET 15. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CON5TRUGTION INGLUDIN6 A. TRUS5 JOIST McMILLIAN 2.OE PARALLAM THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK,FRAMING,NAILING,PLACING ALL TO BE INSTALLED AS PER MANU. 5PEC.'s PRODUCT STANDARD 2 (PS2) PERFORMANCE VOLUNTARY PRODUCT ENERGY CONSERVATION CONSTRUCTION CODE. - - OF CONCRETE,ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR INSULATION $ FENESTRATION R E 0 U I R�I I E I �l TS TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS,SP'EGIFIG G ATIONS, 22. I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE GODS EVALUATION REPORTS. 6. PROVIDE FLASHIN PANS UN 6 6 DER ALL 5LIDINLA55 DOORS,WINDOWS, OR APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS FRAMING MATERIAL STANDARDS SECTION, THE COVERNIN6 BUILDING CODE, ANY OTHER TYPE OF 6LA55 UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE. AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S 1,5.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL _ _ _ AUTHORIZATION OF THE ARGHITECT/ENGINEER. CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO ANSI A208.1 AND ANY -1. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE 50REENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. la. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS 25. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL EVALUATION REPORT. PROPOSED DES I CAN CODE PRESGR I PTI�lE VALUE NEEDED,UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS NOT BE OUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE 8. ALL 6LA55 15 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. GLASS COMPONENT GOMPL I,ES PERTAINING ARE TO BE FIELD VERIFIED. OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-51XTH OF THE ACTUAL lb.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. VALUE CITATION (PER 2020 NYSEGGG) RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE FIROV15IONS OF AN51/AHA AI94.1 CELLULOSIC 20. CONTRACTOR TO REMOVE * RELOCATE AS REQUIRED ALL EXISTING WORK EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH.BORED HOLES ARE LIMITED FIBERBOARD OR ASTM 0205 STANDARD SPECIFICATION FOR a. ALL WINDOWS TO BE ANDER5EN. IF CONTRACTOR IS TO SUBSTITUTE WITH --- - - -- WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC, FIBER INSULATING BOARD. ANOTHER WINDOW MANUFACTURER, IT 15 THE RESPONSIBILITY OF THE MAX. U-VALUE = 0.52 HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH U-VALUE = 0.25 1.&S. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN FENESTRATION U-VALUE MAX. AIR LEAKAGE = 0R0 CFM/SF L-7- 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S THE CHARACTERISTICS OF THE ANDERSE=N WINDOW SPECIFIED. THE AIR LEAKAGE = 0.30 GFM/SF PER R402.4.3 � TABLE R402.1.4 - CLIMATE ZONE 4 SPECIFICATIONS,UNLESS NOTED OTHERWISE. 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.5. CHARACTERISTICS ARE AS FOLLOWS,WT NOT LIMITED TO: DESIGN PRESSURE, MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I ROUGH OPENING,U-FACTOR, LIGHT AREA,VENT AREA, AND E6RESS '-_--- 22. PROVIDE FIREBLOCKING AS PER%EN YORK ACCESSIBILITY STANDARDS. THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED (PS- 1), THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENT5. MIN. R-VALUE = 44 HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION CEILING R-VALUE R-49 BATT INSULATION PER TABLE R402.1.2 - CLIMATE ZONE 4 YES 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY OF THE HOLE SHALL NOT BE CLOSER THAN 5/5" TO THE EDGE OF THE STUD. REPORTS. 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE UNAUTHORIZED USE UNDER FEDERAL LAIN BY THE ARCHITECTURAL WORKS NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GR055-SECTION. TEMPERED GLASS. R-27 TOTAL: COPYRIGHT PROTECTION ACT OF 1940 (AWCPA), WHICH HAS SEVERE PENALTIES. 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL 25. FOR NEW WALLS, A PERFORATED 5HEARWALL SYSTEM IS USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2:1. 11. EXTERIOR CLAZINC SHALL EE PROTECTED FROM WINDBORNE DEBRIS. EXTERIOR (2"xb") WOOD R-14 SPRAY FOAM INSULATION MIN. R-VALUE = 20 (CAVITY) YES CODES AND REFERENCE STANDARD: CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE FRAME WALL R-VALUE 2" THICK (R=-1/INCH) PER TABLE R402.12 - CLIMATE ZONE 4 I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK NOTES, AND TABLES ON PAGE 6-005 d 6-004. THE FA5TENIN6 SCHEDULE 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH AN5I/A5ME B 15.2.1 SQUARE AND MISSILE TEST OF ASTM EI99b AND A5TM E1556 AS MODIFIED BY 2020 NY5 BG R-15 BATT INSULATION N STATE BUILDING CODE, 2020 NEW YORK STATE RESIDENTIAL GORE, 2020 SPECIFIES THE REQ'D NAILING FOR THE SHEATHING (ANY NAILING HEX BOLTS AND 5GREW5 (INCH SERIES). SECTION 501.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION SHALL MEET - - _-: F- NEW YORK STATE PROPERTY MAINTENANCE CODE,AND 2020 NEW YORK SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTANT STANDARD OR MIN R-VALUE = Iq z STATE ENERGY CONSERVATION CONSTRUCTION CODE. 50HEDULE). HOLDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED ANSI/DASMA 115. FLOOR R-VALUE R-30 GATT INSULATION 2.2.2. LAG SCREWS: LAG SCREWS OR LAG BOLTS SHALL COMPLY WITH ANSI/ PER TABLE R402.1.2 - CLIMATE ZONE 4 YES SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS d MANU. SPEC.'S). ASME B15 2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). ___ __ I 2 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING,CONNECTIONS OF 12. AS AN ALTERNATIVE TO NOTE #II ABOVE, WOOD STRUCTURAL PANELS WITH _ _ HOEDOWN LOCATIONS ARE SPECIFIED ON THE FG(1NDJFLOOR PLANS. -- - O WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2015 WOOD FRAME 2.2.5. TRUSS METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES A THIGKNE55 OF NOT LE55 THAN a" AND A SPAN OF NOT MORE THAN 8' SHALL COMPLIANCE STATEMENT: V CONSTRUCTION MANUAL BY THE AMERICAN FOREST 8 PAPER A55001ATION 26. COLUMN BEARIN6 AS FOLLOWS: SHALL MEET THE REQUIREMENTS OF ANSI/TPI I NATIONAL DESIGN BE PERMI I IED AS GLAZING PROTECTION. PANELS SHALL BE PRECUT AND TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGMENT, THESE PLANS AND SPECIFICATIONS ARE IN (AF4PA) AMERICAN WOOD COUNCIL (ANC). WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, ATTACHED TO THE FRAMING aRROUNDING THE OPENING. PANELS SHALL BE COMPLIANCE WITH THE 2020 NY5 ENERGY CONSERVATION CONSTRUCTION CODE USING CHAPTER 4 (RE]. Ir TREATED WOOD d FLA5HIN6. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEw YORK STATE WALL w/STEEL SHIMS 4 A MIN. 5/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE PLUMBING CODE. SECURE w/(2) 1/2" cP ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® R301.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT EXIST. WALLS 4 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY 22.4. METAL CONNECTORS WHERE METAL PLATE OR 5TRA.PPIN6 SIZE AND GORRO51ON-RESISTANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED H 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE ON THE BUILDING. Q MECHANICAL GORE AND 2020 NEW YORK STATE FUEL 6A5 GORE. POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORGINC (® MIN. I6' GAGE ARE SPECIFIED, MINIMUM ASTM A653, STRUCTURAL QUALITY, _ __ WIDE 3 COURSES OF SOLID BRICK MA50NRY CENTERED ® P05TINC, U.O.N). GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL 5. ALL ELECTRICAL WORK SHALL CONFORM TO 201'7 NATIONAL ELECTRIC HOWEVER, WHEN COLUMN OR POSTING IS PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENTS OF THE OOVERNING BUILDING CODE AND ANY PLUMBING TABLE R301.-1 CLIMATIC ,$ GEOGRAPHIC DESIGN CRITERIA CODE,NFPA-70 AND 2020 NEW YORK STATE ENERGY CONSERVATION IN A 5HEARwALL,ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURERS 1. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT(OWN) ALLOWABLE DEFLECTION OF 5TRUGTURAL MEMBERS PROJECT: STANDARD 5HEARWALL HARDWARE (w/NOTED VALUES) d ANCHOR BOLTS, CODE EVALUATION REPORTS. SYSTEMS TO NY5 PLUMBING CODE AND NY5 DEC, REGULATIONS. CONSTRUCTION GORE. U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 8" LONG GROUND SNOW LOAD 25 LB5 w/6" RISE d w/(2) s/4"(P BOLTS THROUGH GENT-ER LINE OF VERTICAL LE65 2.2.5, NAILS: NAILS SHALL COMPLY WITH FASTENERS: F I66'I STANDARD 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. RAD FO R D SET 6- D15T.,U.O.N. - ADDITIONAL INFO. I5 FOUND ON PAGE 6-003. SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. 5TRUGTURAL MEMBER ALLOWABLE BASIC WIND SPEED 150 MPH 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANGES IN DIRECTION DEFLECTION GENERAL WIND PROTECTION CONNECTION NOTES: 2.2.6. PNEUMATIC, NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES AND AT BASE OF VERTICAL WASTE PIPES. RESIDENCE ADAPTED FROM STANDARD FOR HURRICANE RE515TANT RESIDENTIAL SHALL MEET THE REQUIREMENTS OF THE C70VERNIINO BUILDING CODE RAFTERS HAVING SLOPES GREATER THEN 3/12 EXPOSURE CATEGORY B CONSTRUCTION;SSTD 10-q9 AND 2015 550 HIGH WIND EDITION WOOD FRAME ASPHALT ROOFING SHINGLES AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT I/8" PER L/150 CONSTRUCTION I. ALL SLOPED ROOFING SHINGLES SHALL BE GAF-CLASS-A ASPHALT ROOFING MANUFACTURER'S CODE EVALUATION REPORTS. FOOT. W/ NO FINISHED CEILING ATTACHED TO RAFTERS I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, SEISMIC DESIGN CATEGORY B FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. SHINGLES OR APPROVED EQUAL. =7. 50REW5: SCREWS SHALL COMPLY WITH AN5I/A5ME B 15.6.1 5. GENERAL TRAP AND WASTE SIZES AS FOLLOWS, UNLESS OTHERWISE NOTED: 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT 2. SHINGLES SHALL BE APPLIED OVER 15# BUILDING FELT,UNLESS OTHERWISE WOOD5CREW5 (INCH SERIES). - P15H WASHER........................................2" INTERIOR WALLS 3 PARTITIONS H/180 INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2506 OF IBC SHALL NOTED. ALSO, CONTRACTORS OPTION TO APPLY GAF-WEATHER-WATCH ICE - KITCHEN SINK.......................................2" WEATHERING SEVERE 3705 BAYSHORE ROAD - LAVATORY..............................................2" FLOORS 4 PLASTERED GEILIN65 L/360 BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. AND WATER BARRIER FROM EDGE OF SAVE TO 24 INSIDE EXTERIOR WALL MECHANICAL GONNEGTIONS: - 5HOWER/'TUB 2" FROST LINE DEPTH 3'-O" GREENPORT NY 11944 LINE. 3 24' FROM ALL VALLEYS,AND ROOF FLASHING CONDITIONS. _ 'SIMPSON" - TOILET........................................................3" 3. METAL PLATES, CONNECTORS, 5CREEW5, BOLTS AND NAILS EXPOSED I. ALL MECHANICAL CONNECTIONS SPECIFIED AS SIMPSON MAY BE _ ALL OTHER STRUCTURAL MEMBERS L/240 DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL 3. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. LAUNDRY ..IN..........................................2 TERMITE MODERATE TO HEAVY - FLOOR DRAIN..........................................3' AREAS SHALL BE STAINLESS STEEL_ OR HOT DIPPED GALVANIZED. CONSTRUCTION. _ _DRAWING TITLE: 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED " EXTERIOR WALLS w/ PLASTER OR STUCCO FINISH H/360 ICE BARRIER REQUIRED YES 4. WHERE WINDOWS AND DOORS ►NTEP'.RUPT WOOD STRUCTURAL PANEL 4. ROOFING IS TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S BY "SIMPSON" MANUFACTURER. b. ALL SYSTEMS TO HAVE ONE 3 MAIN VENT STACK AND INCREASED TO 4 THROUGH ROOF. GENERAL NOTES SHEATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE SPECIFICATIONS. EXTERIOR WALLS - WIND LOADS W/BRITTLE FINISHES L/240 ENERGY TABLE PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES 7• PROVIDE FROST-PROOF HOSE B155 WITH EASILY ACCESSIBLE DRAIN d AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. 5. NAILING OF ROOFING SHALL BE TO CODE. INDICATED IN 'SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL DRAIN COOKS AS REOV. HOSE BIBS SHALL BE PROVIDED WITH BAGKFLOW EXTERIOR WALLS - WIND LOADS W/FLEXIBLE FINISHES L/120 STRUCTURAL DESIGN CHARTS LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY PROTECTION. 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPP051NO 6. CORROSION RESISTANT 11 GAGE ROOFING NAILS AND Ib 6ACE STAPLES ARE LOADING VALUES ARE LE55 THAN WHAT 15 SPECIFIED BY 'SIMPSON" RAFTERS EXCEPT WHERE COLLAR TIES OF IN&" OR 2"x4" LUMBER 15 PERMITTED 8. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED LOCATED IN UPPER THIRD OF ATTIC. SPACE AND ATTACH TO EACH PAIR OF 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED 6ALVANIZEED WITH BACK FLOW PROTECTION. RAFTERS. 1. PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR 2:12 PITCHES TO 4:12 PITCHES 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER a THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL STRUCTURAL DESIGN LOADS PAGE: 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. 8. ASPHALT SHINGLES SHALL BE TESTED TO DETERMINE THE RESISTANCE OF MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. HEALTH DEPARTMENT STANDARDS AND REGULATIONS. '1. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 48 AND EVERY THE SEALANT TO UPLIFT FORCES USING ASTM D 6551. 6. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER 10. APPROVAL AND INSPECTION I5 REQUIRED BY LOCAL JURISDICTION PRIOR � - USE LIVE LOAD DEAD LOAD G-002m00 I6" WITHIN 4' OF EXTERIOR CORNERS. SPECIFICATIONS OF THE PRODUCT BEING INSTALLED TO CONGEALMENT OF PLUMBING. 5. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED "1. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY II. NOTCHING AND BORING OF STUDS, JOISTS, RAFTERS AS PER BUILDING GORE. EXTERIOR BALCONIES 40 psf 15 psf TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER ARCHITECT NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED OF i" AND 3"x3"xj" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE GYPSUM WALL BOARD NOR ANY POTENTIAL DAMAGE THEREOF. DECKS 4O sf 15 sf PROVIDED WITHIN b TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR 1. 6YP5UM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT 8. ALL CONNECTORS S SPECIFIED AS A 'SIMPSON" TOP MOUNTED BEAM P P BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF -T" IN CONGRETE/MA50NRY COMPOUND METHOD. HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH E TOP MOUNTED ELECTRICAL: DATE: 03/23/22 2 OF 15 FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES 5HIALL CONFORM PASSANGER VEHICLE GARAGES 50 psf AS PER PLAN AND AT SPACING NOT EXGEEDIN6 4' ON CENTER. 2. ALL 6YPSUM BOARD SHALL BE 1/2" ON WALLS AND CEILING, UNLESS TO 201-1 NATIONAL ELECTRIC CODE, NFPA•TO AND 2020 NEW YORK STATE OTHERWISE NOTED. WATER RESISTANT (H.R.) AT BATHROOMS AND WHERE INSULATION ENERGY CONSERVATION CONSTRUCTION CODE. ATTICS WITHOUT STORAGE (MAX CLEAR HOT < 42"9 10 psf 15 psf DEEMED APPLICABLE. I. ALL EXTERIOR WALL5 AND ROOFS SHALL BE INSULATED WITH FOIL FACED FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. 2. CONTRACTOR WILL FURNI5H A FIRE UNDERWRITERS CERTIFICATE UPON 0� FOIL TO BE PLACED TOWARD WARM SIDE. COMPLETION OF WORK. ATTICS WITH STORAGE (MAX CLEAR HOT > 42"9 20 psf 15 psf .Y� D!", 3. 5/8",ONE HOUR RATED, TYPE 'X' 6YP5UM BOARD ON CEILING AND WALL5 r!`, f ; (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEETJ %. Ea +�� 2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA'12: ROOMS OTHER THAN 5LEEPIN6 ROOMS 40 psf IS psf ' s C1IN EACH DIRECTION BEYOND THE UNIT(S). ALSO AT HEAT PRODUCING P P 5WALL5 FROM 6" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY - GENERALLY,VERIFY OR PROVIDE HARD WIRED /61 �`. , EQUIPMENT,CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL Z` o;. � CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE SMOKE DETECTORS w/BATTERY BACK-UP IN- ,. it ",' ":•ti CONCRETE PANELS OF 5/8" THICKNESS MINIMUM. SLEEPING ROOMS 30 psf 15 psf ` ` `' C FOUNDATION WATERPROOFING. p P l +c a/ . ;° ,0 . 4. FINISH JOINTS J-BEADS, NAIL DIMPLES,CORNERS, AND EDGES SHALL BE A. EACH 5LEEPIN6 ROOM '' a� I, :" r+ I:Ii'=hl' 3. GENERALLY,UNLESS NOTED OTHERWISE, INSULATE AS FOLLOWS: STAIRS 40 psf 15 sf �, '- TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS p P _s N: ; ti` i - a R-50 FOR FLAT CEILINGS B. OUTSIDE OF EACH SEPARATE 5LEEPIN6 ; TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. (,n - 825 R-300 FOR VAULTED AND CATHEDRAL GEILIN65 AREA IN THE IMMEDIATE VICINITY OF GUARDRAILS AND HANDRAILS 200 psf 15 psf '��'• `�,,,0�, aQ�a C►�- � 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND - 3.5" R-13 FOR 2"x4" HALL CONSTRUCTION THE BEDROOMS (GENERALLY THE HALLWAY) / ^ .,,, I ALL OPENIN65. - 5.25" R-21 FOR Vxb" WALL CONSTRUCTION <`0 p �M r- 5.25 R-21 FOR FLOORS G. EVERY LEVEL OF DWELLING 12 psf FOR ATTIC %_ -, 6. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PAGE 6-003. (BASMENT, FIRST FLOOR, 4 SECOND FLOOR, ETC) ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 psf I5 ps? FOR OATH. --It- MECHANICAL, FUEL OAS: I. MECHANICAL AND FUEL 6A5 SYSTEMS SHALL COMPLY w/THE "ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH NYS MECHANICAL CODE AND FJEL 6A5 CODE ASGE -1-10 (MINIMUM DE516N LOADS FOR BUILDIN05 AND OTHER STRUCTURES) HOLDOM DETAILS TYF I GAL NA I L I NO/STRAFF I NCB REGU I REMENTS FOR �. I ll ¢¢ LATERAL I I,�I C I � I FASTENING SCHEDULE A v ALL HARDWARE TO BE INSTALLED AS PER MANU. CITIES MANUFACTURER U F L I F T� SHEAR/ $ L AT RA L Y `4 I I�l D RE S I S TA I�l C Z NOTE: TH I5 50HEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS W Z O SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED (SEE PAGE G 005 FOR STRAPPING AND NAILING REQUIREMENTS, CNI AND ROUGH OPENING FRAMING REQUIREMENT5) J rl "ALL STRAPPING TO BE V4"x 20 OAUOE" -- 'SIMPSON" EQUIVALENT - 0520 (COILED STRAP) tu- ALL NAILING 15 A GENERAL SPEGIFIGATION, IT APPLIES UNLESS NOTED OTHERWISE *USE IOd NAILS IF STRAPPING 15 OVER PLYWOOD; TYP. FOR ALL (SCHEDULE AS PER AWG 2015 WOOD FRAME CONSTRUCTION MANUAL TABLE 5.0 HOEDOWN 'A' HOEDOWN �B' FASTENER SPEC.. FASTENER �' Z CONNECTION A II DESCRIPTION p NA I L.� I NO OR I AND QUANTITY SPACING J _ } FOFOUNDATIONST ROOF GE I L I NG FRAM I NC u) R N I.DIM's ARE ALL MIN.�'s BASED ON USE OF ONLY A I6d p COMMON NAIL w/o PREBORED HOLES. p ENDWALL NDWALL �� RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE 6-005 PER RAFTER �- Ln cr (3) 2x FULL (3) 2X FULL CORNER STUD 2' 2.WOOD IS ASSUMED To BE Dr,*2 d BTR. IN DRY USE Z CF m HEIGHT STUD HEIGHT STUD AT RAFTER TO RIDGE CORNER STUD ONNEGTED TO R.R. 2r iN SERVICE CEILING JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE 6-003 PER JOIST oNNE:TED To TRANSFER SHEAR CONNECTION: TRANSFER SHEAR 5.SHOULD THE WOOD IN U5E PRESENT A SPLIT POTENTIAL p "SIMPSON" HDQS CIE �Y (EVIDENT DURING INITIAL INSTALLATION)PREBORE THE NAIL = Q FOR STRAP - 3 8 d COMMON • ' _n HOLES,SET NEW MEMBER• CEILING JOIST TO PARALLEL RAFTER(FACE-NAIL) SEE PAGE 0-005 EACH LAP 2-Ibd COMMON HOLDOWN ANCHOR® 2-16d COMMON NAILS ® EA. END OF STRAP. • • • • • • • ~ W LOCATIONS NOTED NAILS ® b O.G. E Z NAILS ® 6" O.G. d ON PLANS 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED O" O.G. IF BLOCKED 10 O.G. IF BLOCKED • • CEILING JOIST LAPS OVER PARTITIONS (PAGE-NAIL) 9-Ibd COMMON EACH LAP Q J CORNER POST FOR ROOF SLOPES UNDER 5:12 WITH ?• 5.SEE SECTION 6 FOR ANY REG'T TO CLINCH THE NAILS(TO J CORNER POST G G TIES ROOF SPANS OF 24' OR GREATER, T�TLY BF oTHE END of THE NAIL To A ao° ANGLE,SEE COLLAR TIE TO RAFTER (FACE-NAIL) SEE PAGE 6-003 PER TIE 1 0 O "SIMPSON" HVG& 00 USE 4 8 d COMMON NAILS ® x HOLDOWN ANCHOR® - EA. END OF STRAP FOR ROOF n 6.DIMENSIONS ARE DERIVED FROM THE N05 COMMENTARY M r'I BLOCKING TO RAFTER (TOE-NAIL) 2-8d COMMON EACH END LOCATIONS NOTED PLANES ° ° SLOPES OF 5:12 AND GREATER. ORG ON 12.4-PLACEMENT OF NAILS d SPIKES # TABLE Y 0 RIM BOARD TO RAFTER (END-NAIL) 2-Ibd COMMON EACH END Z CONNECTION BI 1$ 52 w Z N AT RAFTER TO TOP PLATE TO STUD WALL FRAMING LL w CD HOLDOWN INSTALLATION OPTIONS: CONNECTION: f` = LA FOR NEW P. GONG. FOUND.'s FOR STRAP - 3 8 d COMMON NAILS ® B2 TOP PLATE TO TOP PLATE (FACE-NAIL) 2-16d COMMON I PER FOOT O Q HOLDOWN CAST IN PLACE w/-1/8"Q THREADED ROD TA _I O o. EA. END OF STRAP: WHEN IN TOWN OF I5LIF OR NAILING I TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-I6d COMMON J0I5T5 - EA. 51DE FOR EXIST. P. GONG. OR NEWLY CURBED FOUND.'s • • s� • • '1/5"Q THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO NOTE GEOMETRY EXCEEDS THAT PERMITTED IN +( I CONCRETE w/ "SIMPSON" SET(HIGH STRENGTH EPDXY ---� B� • 9 MAX. NAILING GRID ABOVE UTILIZE • • STUD TO STUD (FACE-NAIL) 2-I6d COMMON 24" O.G. W ADHESIVE), d FOR TEMP.'S O°F-40°F USE "SIMPSON" AT I I SIMPSON # H2A (OR EQUAL) RAFTER TIE � (HIGH STRENGTH ACRYLIC ADHESIVE) 1 HEADER TO HEADER (FACE-NAIL) I6d COMMON 16" O.G. ALONG EDOES FOR EXIST. /NEW G.M.U. (GONG. BLOCK) FOR TOENAILING - 3 S d COMMON NAILS • FILL TOP 2 COURSES SOLID # CAST IN PLACE HOLDOWN USE SAMEFORy . TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON PER STUD W w/7/8"� THREADED ROD REQUIREMENTS CONNECTION • FOR G.J. TO R.R. - �I I6 d COMMON NAILS BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, RAISED C Ps(WHEN 2-I6d COMMON I2 PER FOOT 0 APPLICABLE) FOR EA. PLATE TO STUD ABOVE 4 OR BELOW AT G.J. TO G.J. CONNECTION: _ENDJOIST, or BLOCKING (FACE-NAIL) _ J HOEDOWN G HOEDOWN �D' _� _16_d COMMON NAILS FOR G.J. TO G.J. - q 16d COMMON NAILS FLOOR FRAMING Q �.. FOFOUNDATIONIST OUNDATION ® ONE STORY ONLY FOR NEWLY POURED CONNECTION GI 4 C2 • J015T TO SILL, TOP PLATE or 61RDER (TOE-NAIL) 4-8d COMMON PER JOIST \ F (5) 2x FULL WALL • HEIGHT STUD CORNER STUD BRID61N6 TO JOIST (TOE-NAIL) 2-Sd COMMON EACH END NNEGTED TO TRANSFER SHEAR 0AT STUD TO FLOOR ASSEMBLY BLOCKING TO JOIST (TOE-NAIL) 2-8d COMMON EACH END "SIMPSON"AN OR a (3) 2x FULL HOEDOWN ANCHOR ® 2-rod COMMON HEIGHT STUD ; G2 ° TO STUD CONNECTION: BLOCKING To SILL or 3-Ibd COMMON EACH BLOCK LOCATIONS NOTED NAILS ® 6" O.G. 4 TOP PLATE (TDE-NAIL) ON PLANS G I C O.G. IF BLOCKED ° FOR STRAP - 3 8 \ CORNER POST N a COMMON LEDGER STRIP TO BEAM (PAGE-NAIL) 3-I6d COMMON EACH JOIST \ NAILS ® EA. END OF STRAP ° JOIST ON LEDGER TO BEAM (TOE-NAIL) 5-Bd COMMON PER J015T 2-Ibd G M N FOR EA. PLATE TO STUD ABOVE OR NAILS ® " O. ° BELOW - 2 16 d COMMON NAILS BAND JOIST TO JOIST (END-NAIL) 5-I6d COMMON PER JOIST BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON I PER FOOT • ROOF SHEATHING ° d d STRUCTURAL PANELS: SOLID INTERIOR ZONE 8d COMMON 6" EDGE / 12" FIELD a "SIMPSON" 5 DI4f2J CONNECTION DI D2 BLOCKING PERIMETER EDGE ZONE s ad COMMON 6" EDGE /6" FIELD HOEDOWN INSTALLATION OPTIONS • EA.BAY &ABLE ENDWALL RAKE OR RAKE TRU55 w/ 8d COMMON 4" O.G. FOR NEW P. GONG. FOUND.'s UP TO q" RAKE OVERHANG HOLDOWN CAST IN PLACE w/7/5"O THREADED ROD • FOR EXIST, P. GONG. OR NEWLY CURRED FOUND.'s % AT STUD TO FLOOR ASSEMBLY TO SILL GE I L I NG SHEATHING 7/5"4> THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO PLATE(5) CONNECTION: D2 CONCRETE w/ "SIMPSON' SET (HIGH STRENGTH EPDXY r7 I/2" MIN. ADHESIVE), d FOR TEMP.'s O°F-40°F USE "SIMPSON" AT FROM 1 GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD (HIGH STRENGTH ACRYLIC, ADHESIVE) FOR STRAP - 3 8 - ONE �4 REBAR d COMMON NAILS ® EA. FOR EXIST./NEW G.M.U. (GONG. BLOCK) SPECIFIED D I ° • END OF STRAP (WRAP STRAP UNDER SILL PL) ! I WALL SHEATHING T`fP. FOUND. NOTETE • - I FILL TOP 2 COURSES SOLID d CAST IN PLACE HOEDOWN ° FOR EA. PLATE TO STUD ABOVE 8 OR BELOW ° STRUCTURAL PANELS ad COMMON 6" EDGE / 12" FIELD ALTERNATE CONFIGURATION - ABOVE STUD TO GYPSUM WALLBOARD FLOOR CONNECTION w/ # LPT4 SIMPSON (OR I STRAP W(5) 5d COOLERS 7" EDGE / 10" FIELD NA I L I NCB/STRAFE I NC5 @ N I NDON/DOOR HEADER � ° STANDARD/ALTERNATE EQUAL) ® PLATFORM TO SILL PLATES OF EALSTRAP TOAD w EA.JOIST-(FOR FLOOR SHEATHING (SUBFLOOR) 2 ALTERNATE USE SIMPSON H2SA) NOTATION: - 0 A - NUMBER OF Sd NAILS ® EA. END OF 5TRAPPIN5 (2015 WFGM,TABLE 5.-1,P. ocl) GONNEGTI ON E I" or LESS:STRUCTURAL PANELS: B - NUMBER OF SILL STUDS-ON FLAT(DOES NOT APPLY TO DOORS) (2018 WFGM,TABLE 3.235,P. 291) 8d COMMON 6 EDGE / 12' FIELD all C - NUMBER OF FULL HEIGHT KING 5TUD5 0 EA. SIDE OF HEADER(2018 WFGM,TABLE 3.230,P.292; • GREATER THAN III: IOd COMMON b" EDGE / 12" FIELD ALTERNATE AS PER TABLE 3.23D,P. 2115) • • D - NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER® EA. SIDE • I - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" O.G. AT THE PANEL EDG)=. D (2018 WFGM,TABLE 3.1,P. 1511) A E - NUMBER OF JACK STUDS ® EA.END OF HEADER(2018 WFGM,TABLE 3.22F,P. 288) AT STUD TO FLOOR ASSEMBLY TO SILL ALTERNATIVE NAILING SCHEDULES SHALL BE USED W W HERE ALL SHEATHING NAILING 15 REDUCED. o _ F-NUMBER OF I6d NAILS,END-NAILED THROUGH ADJACENT JACK STUD TO END OF SILL(5) ® EA.SIDE ° PLATES) GONNEGTI ON FOR EXAMPLE, IF WALL SHEATHING IS NAILED 5" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER G (DOES NOT APPLY TO DOORS) (2015 WFGM,TABLE 3.&,P. 19U °° ° ° ° ° SLAB ON GRADE APPLICATION: SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. PROJECT: ° - WHEN WALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF FOR STRAP - 3 8 d COMMON NAILS ® EA. NAILS SHALL BE PERMITTED To BE REDUCED TO 1-16D NAIL PER FOOT. END OF STRAP (WRAP STRAP UNDER SILL PL.) s - FOR ROOF SHEATHING WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4' ON EACH g RAD FO R D FASTENING SCHEDULE B ° SIDE OF THE ROOF PEAK, THE 4 PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE F ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS °° ° ° 9 USED. (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2018 EDITIO A N) FOR EA. PLATE TO STUD ABOVE $ OR BELOW - _ _ _ _2_ _16- d COMMON NAILS RESIDENCE - -- - NOTATION ROUGH oPN� _ 3705 BAYSHORE ROAD 2'-0" 2 I I I I I GREENPORT NY 11944 4'-0" 4 1 2 2 2 2 1 C. 1 NO OF TOF f=LATE GABLE ENDWALL * - PROVIDE (2) 2"x1O" HDR (MIN.) U.O.N. 6-0" 5 1 5 5 5 5 BRACING/STRAFFING DRAWING TITLE: (B) - REQUIRES SILL PLATES OF 2"xb" (MIN) TOP PLATE - BLOCKING 2 FOR RAKES 12"OR HOLDOWN ANCHOR BOLT, 8'-0" IAE 7 2 5 4 4 4 SPLICE --} TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS BAY5 BACK® BLOGKI 65® 1�2"ODG. LENGTH I FOR WIND - EXPOSURES 540 - FOR WIND - EXPOSURES 54C - 4'-0" o.G. To ACHEIVE RAKE O.H. STRAPPING, & NAILING DETAILS ALL OTHER GASES ONE STORY SLAB ON GRADE ROOF FASTENING SCHEDULE BUILDING MINIMUM 5PLI0E';lA,4 BUILDING MINIMUM 5PLICE',2A'' DIMEN51ON (FT) LENGTH (FT) DIMENSION (FT) LENGTH (FT) TYP.STRAP w/(3) ---- bd NAILS EA.END PAGE: 12'-0" 2'-O"/2'-6" 12'-O" 3'-O" OF EA.5TRAP I6'-O" ATTIC ANCHOR E30LT SFEGIFIGATIONS 4'_0 � G-003mOO 20'-O" 4'-0"/5'-0" 20'-0" 5'-0" 6' 12" SPECIFICATION (2015 WFGM TABLES 5.2A d 5.25, P. 157-160) LO KKII G4 2 5AY5 CORNER 24'-o" 4'-O"/5'-0" 24'-O' b.-011 CONDITION " FOR ALL STRUCTURES: — DATE: 03/23/22 3 OF 15 • r%6"-V ANCHOR BOLTS ® 5 1" O.G. 25--0" 5'-O"/6'-3" 28'_O.. 7'-O" • 52'-0" 61-011/7'-6" 52'-O" SECOND FLOOR g n fu 56-0.. 71-011/b'_cil 36'-0 ar_Or o D �r NOTE5: I.TABULATED SPLICE LENGTHS ASSUME TOP PLATE-TO-TOP PLATE CONNECTION U51N6 2-I6d NAILS PER FOOT.FOR SHORTER SPLICE LEN I. MIN. 1" EMBEDMENT INTO CONCRETE PROVIDE A EEOUIVALLEN INS of RAI BE RIL.SDUGED IN ORDER TO 40-0 8-O/lo-O 40-O II-o BLOCKING 2 5AY5 ri •' w/ 3" SQUARE WASHERS AND END NUT SETUP; BACK® 4'-O"O.G. END r r r 15" EMBEDMENT FOR G.M.U. (BLOCK) FOUND. d FILL 2.TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED 50-O 10-0/12-6 50-O 13-O i CONDITION IN EXPOSURE B TYP.STRAP w/(5) TOP TWO COURSES SOLID Sd NAILS EA.END : - �I 3.TABULATE]?SPLICE LENGTHS ARE BASED ON 8 FOOT WALL 60-O' 12-O /15-O 60-01. ib-O OF EA.STRAP 'D 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR HEIGHTS FOR OTHER WALL HEIGHTS,H,THE TABULATED UNIT } • LATERAL LOADS SHALL BE MULTIPLIED BY H/5; OR REPLACED BY HOLD DOWNS FOR 5HEARWALLS r FIRST FLOOR 03741 PLAN DIAGRAM OF ZONES FOR ALTERNATIVE MALL HEIGHTS MULTIPLY THE ABOVE 70-O" 14-0 70-0' 19-O" _ '">�t. NOTED .SPLICE LENGTH BY THE FOLLOWING FACTOR �•®� 5. ANCHOR BOLTS ARE TO BE BETWEEN 6" d 12" (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): 80'-O" I6'-O" 80'-O" 22'-D" � I I FROM ENDS AND CORNERS (TWO ® CORNERS) a'WALL- 1.125 (SEE DIAGRAM TO LEFT) lO'WALL- 1.25 II'WALL- ll"5 THIS COLUMN w/MULTIPLIER 5LOGKIN6 2 BAYS 12'WALL- 15 FOR 10'-O'WALL BACK® 4-O"O.G. 4. COORDINATE w/ HOLDOWN LOCATIONS 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL MISCELLANEOUS FRAMING ORAPHIGS CONTINUOUS BUILT-UF O I RDERS, 3 OR MORE SUFFORTS (THAT EXCEED FRAMING STANDARDS, IT 15 REO'D FOR FRAMER TO HAVE A F I REBLOGK I NO FOR PLATFORM HOOD FRAM I NO a 0 WORKING KNOWLEDGE OF THE AMERICAN WOOD COUNCIL [AWC] DETAIL BOOK CONNECTION PATTERN SCHEDULE ASSEMBLY REQUIREMENTS: (FOR ENGINEERED LUMBER [le. WOOD I-JOISTS] SEE MANU. SPEC. s FOR ADDITIONAL INFO.) � - � AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL CODE) - - - eETr�EN vb _ rl O CONNECTION a 1/4 OF A WHEN GIRDERS MADE UP OF J015T5 NAILED PATTERN DESCRIPTION TOGETHER SIDE BY SIDE ARE CONTINUOUS OVER _i BLOCKINO UNDER LOAD BEARING NALL THREE OR MOZE SUPPORTS, JOINTS ARE TO BE I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES t MAX.52" LOCATED BETWEEN ONE 51XTH AND ONE QUARTER AS FIRE-STOPPING. NON-LOAD BEARING WALL OFFSET FROM SUPPORT A �(2)ROv5 IOd NAILS o I2.O.G. � P Q W >_ THE SPAN LENGTH FROM AN INTERMEDIATE 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE J0I5T STUDS S B (5)Rows 10d NAILS o 12"O.c. SUPPORT. NO TWO ADJOINING JOISTS, NOR MORE SERVES AS FIRE5LOPPIN6. Z SUBFLOOR P THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE O Z (2)ROW5 1/2"m BOLTS O 12'O.G.STAGGERED; JOINTED ON T-!E SAME SIDE OF THE SUPPORT. 5- FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE ..J SUBFLOOR G Two-PIECE DBL.o ENDS PLATE SERVE AS FIRESTOPPIN6. SOLE PLATE ---- - - - BUILT UP GIRDER P MAX.32' NAILING: 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE SOLE PLATE D (2)ROWS I/2.4'BOLTS o Ib'O.C. TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE Jo15T SERVES AS FIRESTOPPING. � O O E (2)ROw5 1/2'm BOLTS O 24"O.c. 51DE WITH IOd NAILS, TWO NEAR EACH END OF O O O BETWEEN 1/6 EACH PIECE, OTHERS 5TAGGERED WITH A DISTANCE g S. FIRESTOPPIN6 SHALL BE 2 INCHES OF WOOD BLOGKIN6 Lb m F (2)ROWS 3-3/b'TRUSSLOCK SGREwS o 12"O.C. a 1/4 OF A OF 16 INCHES BETWEEN NAILS IN A HORIZONTAL OR OF NONCOM-B1.15TIBLE FILL. I, m SGREVED oN(U SIDE OF MEMBER LINE;OR GIRDERS ARE TO BE NAILED FROM EACH - Z Le I(2)ROWS 3-3/b•TRUSSLocK 5CREW5 0 16"O.G. P SIDE w/ IOd NAILS, TWO NEAR EACH END OF EACH b. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE O SCREWED ON(1)SIDE OF MEMBER " AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOIST, OTHERS STAGGERED w/ A DISTANCE OF 32 2 H (2)ROWS 3-3/b'TRUSSLOCK SCREWS o 24'O.c. P BETWEEN NAILS IN A HORIZONTAL LINE. - JOISTS SERVE AS FIRE5TOPPIN0. m JOIST SCREWED ON(1)51ME OF MEMBER Z �, --- THREE-PIECE 1. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND w MAXIMUM OFFSET � (2)ROWS 5•TRU55LOGK SCREWS O 12'O.G. BUILT UP GIRDER P MAX.32• THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d - Q J JOIST DEPTH, d � SCREWED ON BOTH 51DE OF MEMBER 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS MATCHED SIZE OF BLOCKING NAILS ON EA. SIDE w/ TWO NEAR EA. END OF EA. SERVE AS FIRE5TOPPIN6. -� 00 (2)ROW5 5"TRU55LOCK 5GREw5 O I6'O.G. 4 UNDER NON-LOAD BEARING FIRESTOPPIN6 AND ��SGREHEp ON BOTH SIDE of MEMBER PIECE, INCLUDING INTERMIDIATE JOINTS, AND w/ THE 3 O BLOGKIN - OTHERS STAGGERED w/ A DISTANCE OF NOT MORE _ b. THE HEADER SERVES A5 FIRE-STOPPING. Z G� (D PARTITIONS ® 32" O.G. STUD (2)ROWS 5"TRU55LOGK SCREWS o 24'O.G. BETNEEN I/6 DOUBLE PLATE L 5cREVED ON BOTH SIDE OF MEMBER a 1/4 OF A THAN 52" BETWEEN NAILS IN A HORIZONTAL LINE. IVP _j 4. TYVO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL Y rI O FOUR-PIECE GIDER5 ARE TO BE A55EMLED AS BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO Z � 1+ GE I L I NO BRAG I NO P -�O STRINGER TO SERVE AS FIRESTOPPIN6. CANTILEVERED FLOOR NOTE: a FADERS NOT NOTED WITH GONNEGTION PATTERN ON SHOWN, AND NAILED w/ 20d NAILS AS SPECIFIED � Q Z e-I GABLE ENDNALL PLAN SHALL USE CONNECTION PATTERN'A'WHEN b'OR SMALLER FOR THE THREE-PIECE GIRDER. 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR m N a coNNEcrlox PATTERN s'WHEN lo"OR LARGER P - FRAMING SHALL BE FIRESTOPPED AT THE BOTTOM WITH V- L j (D TUD 2.WHEN SGREWIN&OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANCHORING: 2 APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL L0 m T-i OFFSET FASTENERS 1/2"FROM ONE SIDE TO THE OTHER BUILT UP GIRDER O WIE FABRIC.SUCH GIRDERS ARE TO BE SECURELY ANCHORED TO HELD IN PLACE BY METAL LATH OR� I � O m 5U5FLOOR SOLE PLATE 2"x4'CONTINUOUS GABLE END P MASONRY PIERS, NAILED TO WOOD POSTS OR FIRE5TOPPIN6 SHALL NOT BE REOUIRED WHEN THE BOTTOM OF O LATERAL BRAGS o V O.G. TRUS5 BOLTED TO STEEL COLUMNS. THE VERTICAL OPENING IS SEALED BY PLASTER ON THE GEILIN6 O SAND AND CHIMNEY. THE SPACE ABOVE THE FIRE-5TOPPIN6 SHALL BE J015T T 2) 10d NAILS TRUSS OR LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED G.J. }� }� �• }�I G �" /� AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL I�lA I L I I`lV PATTERNS FOR SIDE LOADED BEAMS (I0 . FLUSH BEAMS) PLATFORM FRAME GONST PPIN0 ON SHRINKAGE CRACKS H, THE INTERIOR FINISH. PLASTER GEILIN6 V NONCOMBUSTIBLE LATH, EXTENDING TO CHIMNEY FACES, WILL SERVE w NAILS -LOCATIONS REQUIRUN6 FIRESTOPPIN6- A5 FIRESTOPPIN6. m 10)bd FIRE- FIRE_ WOOD FIRE5TOPPING FIRE5TOPPING ---- -- STOPPING STOPPING FIRE- FIRE- FA5TENING RECOMMENDATIONS FOR SIDE-LOADED, STOPPING 5TOPPING SOLE 0 MULTIPLE-PIECE MEMBERS LLI F- JOI5T • 5d COOLER NAILS O 10"O.G. NAILED' BOLTED' I 1 I I, = J LOCKING 2"x4"BLOCK NAILED TO EA.BRACE III' VERTICAL (� J 2 ROWS Ibd 3 ROWS Ibd 2 ROW51Y 2 ROW5 Xs' 2 ROWS • w/(4) 10d NAILS COMMON COMMON BOLTS a 24' 5OLT5 BOl_T5 FIRESTOPPIN6 WHEN a/ e 12.OG' a 12.OG.& O.C.STA' a 12.O.G. a b'OG. COVERINGa 15 APPLIED 2 0 go.5TRAP - -__- - TO UNDER51 OF STUD Q GYPSUM BOA TWO ROWS 12.O.G. THREE ROWS 12.O.G. JOISTS III DOUBLE PLATE e Sd COOLER NAILS o 10"O.G. (10)bd NAIL BEAM SELECTION w/ 5TD. NAILING " " " " " o " " LOCATION I LOCATION 2 LOCATION 3 LOCATION 4 ' DIRECTLY NOTE. ENDWALL 5 AS NOTED IN NOTES -1 8 8 " " o " " " " " s ALTERNATE JO SHALL BELOCATEDNONCOMBUSTIBLE IST ALL LocATION DENOTES ALT.FOR USE OF DRYWALL SCREWS FIRE5roPPING VER STUDS, UNLESS TOP PLATE 15 4•o EDGE/12"O FIELD FULLY BLOCKED 1.TOP AND BOTTOM ROWS SHOULD BE 2'FROM EDSM SOLE WOOD FIRESTOPPING OF BIRDER `s DE515NED TO CARRY THE LOAD SGREW5 Il's'TYPE W OR 5 FIRESTOPPIN& 2.BOLT HOLES ARE TO BE THE SAME DIAMETER A5 THE BOLT AND SHOULD BE LOCATED 2' TWO ROWS 24"O.G.STAGGERED TWO ROWS 6'O.C. LOCATION 5 LOCATION 6 /� FROM THE T ER OP AND BOTTOM OF THE MEMB EVERY BOLT MUST T EXTEND THROUGH THE FULL �.I I INTERIOR STUD DETAIL THIGKNE55 OF THE MEMIBER USE WA51 MS UNDER HEAD AND NlT. O O O O O O O O OVERLAID ROOF s.STA66ER EACH ROW OF FASTENERS BY 12'. 7 ATTACHMENT /1 \ //� O O O O O 2'SPACE NOT ATTACHMENT Y l tLLEY 4.FOR A I -PIECE MEMBM THE SPECIFIED NAILING 15 FROM EACH SIM. a I''II; TO BE FILLED ® NONGOMBU"rme FIRESTOPPINB Ill�J5.FOUR-PIECE MEMBERS SHOULD ONLY BE USED WHEN LOAD'ARE APPLIED TO FIRESTOPPIN6 4' �� \ APPROX.I INCH THICK \ BOTH SIDE OF THE MEMBER. b.VALUES FOR NAILING GOTAIE-GT10N5 MAY BE DOUBLED FOR b'O.G.OR TRIFL® FOR 4•oG.NAIL sPAc1NG. LOCATION -1 STD.NAILING FOR TOP LOADED MULTIPLE-PIECE BEAM5: \' STRAPPING T.w/ 2 RoWS of Ibd COMMON NAILS(12.O.C)FOR DEPTHS 12•oR LE55 4-ad NAILS LOCATION 8 F REsroPPIN6 LOCATION 9 O EA.END O R.R 6.s ROW5 OF Ibd COMMON NAILS(12'O.C)FOR DEPTHS OF 14',16't 16". LOCATION 10 FULL WIDTH 2"x BLOGKIN z lu r= 0 GONSTRUGTI ON DETAILS I$ N I ND LOAD PATH GONNEGT I ON DETAILS TOP PLATE DRILL 2"m INTO ROOF INTERSECTION DETAIL DEGK FOR STRAf'PIN6INSTL. xlsT. NOT TO SCALE OR tit NEW R.R.SET w/ R.R.BELOW UPPER TOP PLATE LAPS 4 lod NTINUOUr LONER TOE NAIL NOTED CONT.BLOCKING, TOP PLATE SPIKED TO R.R.'s ALIGN NEW a EX. R.R.AS SHOWN K I NO STUDS > PLAN VIEW NOTE: SIMILAR O 'SHED' WOOD JO I S -0 WOOD JO I S ROOF,R.R. IN LINE CRIPPLE STUD fl BLOCKING JOIST HANOER HEADER GENERAL REQ.0 I REMENTS FOR GENERAL REQU I REMENTS FOR ' -0 uj z INSTALLATION OF CLINCHED NAILS INSTALLATION OF TOE-NAILS GIRDERMEADER o WOOD G I RDER JACK STUDS MAIN MEMBEii � MOOD JOIST --0 - I -0 � d' W W 3 � Q JOIST FRAM I NO OVER WOOD O I RDER JOIST FRAM I NO FLUSH N I TH G I RDERMEADER TYP I GAL HEADER CONNECTION I. TOE-NAILS SHALL BE DRIVEN ® AN ANGLE OF PROJECT: MEMB IAM.x B APPROX. 50" w/THE MAIN MEMBER d STARTED APPROX. )�THE LENCSTH OF I. NAILS SHALL BE DRIVEN PERPENDICULAR TO AS SHOWN ABOVEE NAIL FROM THE MEMBER END, THE MEMBER,STRAIGHT THROUGH AND SENT OVER B RAD FO R D A MIN. OF (5) NAIL DIAM.'s AT A 410' ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN MEMBER,FOR THIS APPLICATION,SHALL BE AT LEAST RESIDENCE 51X TIMES THE DIAM. OF THE NAIL RAFTER -O 5. TO AVOID SPLITTING,NO MORE THAN 2 TOE NAILS SHALL BE INSTALLED IN EA. SIDE OF A RAFTER OR GEILIN6 JOIST NALL STUD NALL STUD O WHEN FASTENED TO A 2"x4" TOP PLATE OR 5 TOE NAILS IN EA. SIDE WHEN FASTENED TO A 2°xb° TOP PLATE. BOTTOM PLATE � BOTTO PLATE BATHTUB _ SUB FLOOR - - fl 3705 BAYSHORE ROAD DOUBLE JOIST DOUBLE JOIST TOP PLATE GREENPORT NY 11944 CH I M. CHASE SECURI NO @ STD. 51 DE NALL DRAWING TITLE: WALL STUD FRAMING GRAPHICS fl BEAM CONNECTION PATTERNS FIREBLOCKING DETAILS 14OTE: (SIM. ® CHASE WITHIN PLANE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARING WALLS ALTERNATIVE RAFTER TO NALL STUD CONNECTION w/STUDS TO ATTIC FLOOR b BLK'6 TO R/L SIDES w/STRAPPIN6 TO R/L SIDES) tD TOP PLATED O Q N I ND RESISTANT GONSTRUGT I ON GONNEG TORS PAGE: GHIM. CHASE WALL Q, Q U G-0 ® OO CONNECTION LOCATION: PART NUMBER: NOTES: o w° v R I DOE-TO-RAFTERS C520 Q 21" APPLY TO EACH PAIR OF RAFTERS 3� w 0-1 O RAFTER-TO-WALL H7 APPLY TO EACH RAFTER a z Q DATE: 03/23/22 4 OF 15 w z ROOF o RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER REO'D BLOCKING a PLATE-TO-WALL STUD 0520 (9 18" TO ALIGN w/STRAPPING w;w a APPLY TO EACH WALL STUD ��C1 ® EA. LEVEL ABOVE O`�Q 2ND. FLOOR HALL-TO-IST. FLOOR WALL EFTA or 0520 36" THE FIRST FL. z® 11 APPLY TO EACH HALL STUD ,�5h ,� sn PC) 1.6 HEADER-TO-JACK STUD C520 @ 12 R',T FLOOR/GL6. APPLY TO EACH JACK STUD '( A h CRIPPLE STUD-TO-HEADER H5 APPLY TO EACH CRIPPLE STUD SHEAR NALL HOLDDOHN ANCHOR SSTB16 APPLY TO EACH SIDENALL END 1- ;2. 7 ,0 7413� OF � AC)' IST. FLOOR-UNDER-SILL PLATE G520 WRAP UNDER DOUBLE SILL PLATE T . N ,y SIDE VIEW LAN VIEW - _ (USE KITH 3 SQUARE MASHERS) USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S REGOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. GENERAL <EY : Q U _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT M WOOD FRAME (L.G. 5TL. APPLICABLE)GABLE � LLu N I EXISTING TO REMAIN � � WHEN ) I----.-..--{ NEW WOOD FRAME (L.G. NEW FOUNDATION WALL J I-------i a W ?- 5TL. WHEN APPLICABLE) G Z NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL 'I '1 III FRAME (L.G. 5TL. © P05T FOR 4" WALLS O „ Z W 2HEN APPLICABLE) (MIN. (2) xb 5TRUCTURAL Lo 6 P05T FOR " WALLS), U.O.N. J NEW 2-HR FIRE RATED O WOOD FRAME: (L.O. 5TL. WHEN APPLICABLE) d' m Z O Z it a W J J 00 Z (0 Y O � Z N W W (4 m rr_ r-I f� DLn w w H v U J a r E---- ----------------------------------_---------------__------� I I I I 2ND FLOOR BALCONY AREA TO 1 EXIST. PORTION OF WALL EXIST. PORTION OF WALL BE DEMOLISHED TO BE REMOVED TO BE REMOVED I „ r{ ,-------s J---- 1----- -- cV 4" 1 1 /\ I I I 1 1 / lI� r- - r E _ --------- {� r{----------- -------- �------ I n II I I II nIj 1 -- -- r-TI I I \ I II II II � I II I I II II II to I I I EXIST. SING - F L- 1 1 6 CABINETRY /i���\ Gin Z r---ice I III I TO BE REM D \\ ll�l I 2 / I III I I (REPLACED WIT A I O / III EXISTING BATHROOM VANI I 0 L--- r - �� DOORS TO BE I REMOVED`\`� I III I I II ' DEMOLISH INTERIOR I I II \ I II I I I p h WALLS (TYP) GAB. . lii ` F— I I I II ALL EXISTIWG WINDOWS DOORS ON III ' EXISTING I I II III I I THE SECOND FLOOR TO BE REMOVED p/. -n II WINDOWS TO BE f I--__ _ _ ___ -_-_-_-_ --_-_ --___J �I EXISTING I I III REMOVED d - EXIST. SHOWER O - �- 1 ALL EXISTING CABINETS, ' WINDOWS TO BE /' 11f l REPLACED ITT TO BE REMOVED ~� PROJECT: \ ALL EXI5TING WINDOWS d PLUMBING FIXTURES d i REMOVED / I II II ALL EXISTIWG SECOND FLOOR G.J. III H 4 ' m I \\ \` DOORS ON THE B REMOVED FIRST FLOOR APPLIANCES TO BE i f I I Inl d R.R.TO BE REMOVED III ��//N�� v ,� II REMOVED - -------- ---- ---__ ��I III Q BRADFORD I I \ , rG=---�-- i III � r RESIDENCE _ _ T� I I III � T== -- 3705 BAYSHORE ROAD GREENPORT NY 11944 -- DEMOLISH INTERIOR DRAWING TITLE: -� ------s- I I -- 7 F --- ' ----------� --- --�--------- � ALL EXISTING CABINETS, I I II PLUMBING FIXTURES TO I I 11 PROPOSED DEMOLITION PLANS OIL \ / - TANK - __ BE REMOVED r \ / - I DEMOLITION NOTE: i PROVIDE SHORING AND SUPPORT TO ALL AFFECTED \\ �i� 1I \ / I n l I\ STRUCTURAL MEMBERS PRIOR TO THE COMMENCEMENT 1 r-r I / r --_- I I — / \ I I OF ANY DEMOLITION OR CONSTRUCTION. _� I I i� ��� p-�� -_--_ I I r _ PAGE: LL— --- ------ EXIST. PORTION OF WALL 4'-D" ) 2'-b.. 4'-3" A-10 :1000 TO BE REMOVED 3S/2„- -'- .. DEMOLITION NOTE: PROVIDE SHORING AND SUPPORT TO ALL AFFECTED STRUCTURAL MEMBERS PRIOR TO THE COMMENCEMENT DATE: 03/23/22 5 OF 15 OF ANY DEMOLITION OR CON5TRUGTION. PROPOSED DEMOLITION PLAN - FIRST FLOOR PROPOSED DEMOLITION PLAN - SEGOND FLOOR PROPOSED DEMOLITION PLAN - O ARAOE 50ALE: 1/4" = 1'-0" 50ALE: 1/4" = I'-O" SCALE: I/4 -- I O ;�' GENERAL 5**�'MEOL ICE)' : (L O Q U W EXISTING TO BE DEMOLISHEDW PARTIAL HEIGHT WOOD FRAME (L.G. STL. O EXISTING TO REMAIN WHEN APPLICABLE) W N � J �� NEW WOOD FRAME (L.G. NEW FOUNDATION WALL Q W }. 5TL. WHEN APPLICABLE) G Z NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL 0 WOOD FRAME (L.G. 5TL. POST FOR 4 WALLS P J WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL POST FOR 6" WALLS), U.O.N. O O NEW 2-HR FIRE RATED O WOOD FRAME (L.G. 5TL- �- Lo m WHEN APPLICABLE) CF m Z O FOUNDATION FLAN NOTES POURED CONCRETE AND STEEL REINFORCEMENT NOTES: m Q W SINGLE SPAN STRUCTURAL MEMBER: I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST.ADJACENT J O STRUCTURAL MEMBER SHALL_ NOT BE CONTINUOUS FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTWARD AND m J S ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTING Z m (o ABOVE INDICATED POSTS. 2. IF WATER ENCOUNTERED DURING POURING OF CONC.,EXCAVATION J T-i r"I TYP. STL. COL.: SHALL BE DEWATERED. THE POUR SITE SHALL REMAIN DRY FOR TA O2 5-1/2" O.D. SCH 40 HOT DIP 6ALV. 5TL. COL. (A5TM AI25) ENTIRETY OF POUR CONTACT ARCHITECT WHEN WATER O BY SIMS STEEL (OR EQUAL);PROVIDE 4" THK. FILLET ENCOUNTERED a ' z �WELDS JOINING COL. TO SUPPORTING/SUPPORTED STEEL 5. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 14 DAYS BM.,WHEN APPLICABLE. LL W (0 TYPICAL P. GONG. FOOTINGS WALL CONSTRUCTION: 4. ALL FOUNDATION WORK SHALL BE 4,000 PSI POURED CONCRETE AT 25 DAYS AND SHALL CONFORM TO THE CURRENT AGI 50 CODE I` =) IS') Q • (2) 2"x6" P.T. SILL PLATES w/COPPER TERMITE SHIELD Q S SILL SEAL 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED EPDXY COATED O J O • ANCHOR BOLTS AS PER PAGE 6-005 CARBON STEEL A5TMA615 GRADE 60. WWM FOR SLAB5 DO NOT • P. CONC. FOUND. WALL AS PER DETAIL UPON NEED TO BE EPDXY COATED • P. CONC. FOOTING AS PER DETAIL • ASPHALTIC, MASTIC DAMP PROOFING TO EXTERIOR 6. U.O.N.,REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS • B.O. FOOTING 5'-0" BELOW GRADE MIN. SHALL BE STAGGERED Lu • 1/2" EXPANSION JOINT® PERIMETER OF SLAB WHEN -T PROVIDE MECHANICAL DEVICES TO HOLD STEEL $ HARDWARE IN APPLICABLE) • AIR ENTRAIN P. CONC. FOR PORCHES /PATIOS / PLACE AT TIME OF POURING # MAINTAIN REQUIRED CLEARANCES, STOOPS(WHEN APPLICABLE) COVERA6E5, AND PLUMBNE55MA5 V • FOR H NNW W TO ACCOUNT FOR FINISH STONE ON THIN SET CEMENT SHALL CONFORM TO ASTM 0-55 FOR STANDARD WEIGHT FOR HEIGHT OF WALL d SLAB (WHEN APPLICABLE) 8. CONCRETE CU O HOEDOWN: LOCATE NEW POSTS DIRECTLY HOLOOWN 'D' AS PER PACE C-005 GONGETE - GOLD WEATHER POURING S CONCRETE MIXTURE BENEATH EXIST. COLUMNS ABOVE; Q SISTER ADDITIONAL P.T. 2"xl0" z•,,. ", ENLARGEMENT OF EXIST. CONT. FT6.: I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF Z BLOCKING TO EXIST. BM. AS REQ.'D O CONCRETE IN TEMPERATURES UNDER 45" F IF THAT TEMPERATURE LOCATE NEW POST TO PROVIDE MIN. 6" WIDE BEARING i LOCATE NEW POST \5 NEW 36" (L) x 12" (W) x 8" DEEP P. GONG. FT6. HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE DIRECTLY BENEATH SURFACE BELOW EXIST. COLUMNS DIRECTLY BENEATH ENLARGEMENT TO BOTH SIDES OF EXIST. FT6.,CENTER FTC. EXIST.COLUMN ABOVE - EXIST. COLUMN ABOVE ENLARGEMENT BENEATH NEW 5TL. COL. ABOVE;DRILL S 2• SPECIFICITY OF CONCRETE DESIGN MIX SHALL BE BY OTHERS FA F EPDXY PIN #5 HOR. REBAR a O.G. TO EXIST. FT6. (6 ,., EMBEDMENT) USING QUIKRETE HIGH-STRENGTH ANCHORING 5. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL I _ EPDXY(OR EQUAL). CONFORM TO AGI 506. SISTER(2) 2 I'll 0° EXIST. (2) I "EXIST. (2) SIStER(2 2"xld" 2 AO P.T. BM. 2 AO" P.T. BM. O5O"x50"x18" DEEP P. GONG. PAD FOOTING 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND TO EXISTS(2) P.T.JO EXIST.(;4) AS PER DETAIL 8/A-401 (TYP) SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO I 2"xl0" P.T.BM. 2"xlO" P.T. BM. TEMPERATURES WITHIN 10• F OF GONGRETE. 5b"x56"x18" DEEP P. GONG. PAD FOOTING w/ 12"m P. I6 Q O 8 OL O 16 (� GONG. SONOTUBES S 6"xb" (ROUGH SAWN) P.T. POST 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. REMOVE AS REQ'D. - - BENEATH EXIST. COLUMN AS PER DETAIL 5/A-401 (TYP) x x 6. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE I N ® 15 iv 60"x42"x24" DEEP P. GONG. PAD FOOTING w/ 12''� P. PERMITTED WHEN NECESSARY. ~ �-� OS GONG. 5ONOTU5E5 d 6"xb" (ROUGH 5AWN) P.T. POSTS - - BENEATH EXIST. COLUMNS A:5 PER DETAIL 6/A-401 (TYP) ?. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 55* F OR HIGHER ul w AND SHALL BE WITHIN 10° F OF CONCRETE TEMPERATURE. O54"x48"x24" DEEP P. GONG. PAD FOOTING 5. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. j 14 AS PER DETAIL Ol/A-401 (TYP) q. NON-CHLORIDE,NON-CORROSIVE ACCELERANT ADMIXTURES ARE NEW UN-REINFORCED P. GONG. SLAB PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 506 N O 06 10 1. NEW 4" THK. UN-REINFORCED P. GONG. SLAB UPON (ASTM 0494/0444M,TYPES G AND E). w cr N 2. 4" (MIN) GRAVEL BASE UPON 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT GROSS SECTIONAL 3. 6 MIL POLY VAPOR BARRIER AREAS EXCEED ONE SQUARE INCH. 15 w X j TYPICAL CLOSED FOUNDATION II ® PORCHES / PATIOS: II. ONCE CONCRETE 15 PLACED. CONCRETE SHALL NOT BE EXPOSED >L !L I. SEE NOTED DETAILS TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS 16 2. ALL HORZ. SURFACES SHALL BE PITCHED ® 1:48 AWAY REACHED A COMPRESSIVE 5TRENGTH OF 800 PSI. I EXIST. FROM BUILDIN UNEXCAVATED G SPACE 5. FOR SLABS ABUTTING FRAMING, INSTALL COPPER 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 506 EXIST. 2) 2"x8 EXIST. (2) 2"x8 EXIST. 2) 2 xB EXIST. (2) 2ix8 FLASHING FROM 12" ABOVE AND ADJACENT TO SLAB, DROPPED B DROPPED BM. DROPPED B DROPPED BM. BED ALL FLA511INC IN ASPHALTIC MASTIC 4. PORCH /PATIO WALLS OF SEPARATE POURS SHALL BE DOWELED w/#5 ® 8" O.G. VERTICAL TO EA. OTHER S TO MAIN FOUND. 5 PROVIDE SOLID EXIST. CRAWL � U aJ SPACE 2 x O L- BLOGKIN6 O12 -FROM TO OF NEW BEAM POGK.ET (TYP.) tV ELEV 6RADABOVE 10 BM. To BEARING 1 ® F N ® I WALL ABOVE NEW Ib"x8" DEEP P. GONG. CONTINUOUS Im x -iLE X 13 FOOTIN6 AS PER NOTED DETAIL (TYP) I I I w NEW _Sgsz_ LOCATE NEW STEEL A36 w COLUMNS DIRECTLY 16 BENEATH COLUMNS ABOVE DROPPED BM. 14 EXIST. FOUND. WALL (TYP) J (SEE STRUG. FLOOR PLAN) I 12 EXIST. 2 2'x8" EXIST. 2 2"x8' EXIST.�(�2 2'kB"V.I.F. EXIST. I6"x8" DEEF' GONT. FTC. (TYP.) �Z _ �L_DROPPED SM. DROPPED BM. DROPD BM. DROPPED BM. V.I.F. EXIST. P. GONG. SONOTUBE OR GMU PIER UPON Ib EXIST. 24"x24"AZ' DEEP. P. GONG. PAD FTC. (TYP.) EXIST. 2"x8" POUR NEW FT6. F.J. ® 16" O.G. w FOUNDATION PINNING: AROUND EXIST. In a I 1 DRILL 8 EPDXY PIN NEW FOOTINC75 S FOUNDATION WALLS d FTC.,AS REQ'D 06 U51NG QUIKRETE HIGH-STRENGTH ANGHORINC EPDXY (OR EQUAL) INTO EXI5TING FOOTINGS $ FOUNDATION WALLS AS FOLLOWS: w/ - #5 HOR. REBAR SPACED VERTICALLY 12" O.G. 4" ~ PROJECT: EMBEDMENT FROM NEW WALLS INTO EXIST. WALLS X w ® ON GRADE W - (5) #5 HOR. REBAR EMBEDDED b" FROM NEN w 1L w FOOTINGS INTO EXIST. FOOTIN65 EXIST. SLAB B RA D FO R D 15 ON GRADE � _ N RESIDENCE EXIST. EXIST. DROPPED B DROPPED BM. N 501L BEARING CAPACITY NOTE: STRUCTURAL DESIGN OF FOOTIN65 ASSUMES A SOIL 1 w BEARING CAPACITY OF I.OTONS/S.F. I EXTEND COLUMN cV NEH CRAWL TO 2ND FLOOR EXISTING STRUCTURAL MEMBERS NOTE: L FLUSH BM. ABOVE 3705 BAYSHORE ROAD THE ORIENTATION S SIZING OF VARIOUS EXISTING ® 14 SPACE EXIST. = U (SEE STRUCTURAL STRUCTURAL MEMBERS HAVE BEEN ASSUMED. CONTRACTOR IO ry10 2 FLOOR PLAN) GREENPORT NY 11944 SPACE tV= Si-TALL V.I.F. EXIST. MEMBEF:SIZING S ORIENTATION AS PER O 3 ® � 6 FOUNDATION S STRUCTURAL. PLANS. CONTACT ARCHITECT -m �-i 0) ® EXIST. 2 x8 SHOULD ANY DEVIATIONS BE OBSERVED. Q F.J. ® 16" O.C. DRAWING TITLE: 3 � 17 w Il PROPOSED FOUNDATION PLAN 4 I-f 13 I COMPACTED I • s I FILL I o A-301 I L - - - J I PAGE: AS II ' 102m00 Q DATE: 03/23/22 6 OF 15 PROPOSED FOUNDATION PLAN j. -A .14 y ha SCALE: 1/4" = 1'-0" L` 01` N �� 0E I `FERAL 5�MB0L <E)," : a � Q U _ W EXISTING TO BE DEMOL15HED NEW PARTIAL HEIGHT O WOOD FRAME (L.G. 5TL. CN Z EXISTING TO REMAIN WHEN APPLICABLE)W � J r_ ri NEW WOOD FRAME (L.G. NEW FOUNDATION ALL Q W >: 5TL. WHEN APPLICABLE) Z NEW I-HR FIRE RATED ® S J _ MIN. (2) 2"x4" STRUCTURAL O � Z WOOD FRAME (L.G. 5TL. POST FOR 4 WALL J WHEN APPLIGABLE) (MIN. (2) 2"x6" STRUCTURAL F- u) Y POST FOR b" WALLS), U.O.N. 0) O NEW 2-HR FIRE RATED O WOOD FRAME (L.G. 5TL. a � 0: WHEN APPLICABLE) R* m Z O FLOOR PLAN NOTES Z O DOOR ALONEkq INTERIOR DOORS WHEN GALLED OUT ON O b" SQUARE STRUCTURAL PERMAGAST COLUMN 1. Q PLANS BY 'JELD-WEN' (OR EQUAL). Z O 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT ON NEW LAUNDRY ROOM: PLANS BY THERMATRU' (OR EQUAL). O I. NEW WA5HER/ELECTRIC DRYER HOOK UP m 3.DOOR TYPE TO SELECT 2.COORDINATE LAUND. ROOM 4 DOOR DIM.'s J C) 4.PLACE DOO 4" MIN. FROM PERPENDICULAR ALL5 w/51ZE OF EQUIP. O RS W 5. INSTALL AS PER MANU 5PEC.'s 3.PROVIDE HOOK UPS AS REQ'S PER MANU. Z 4 6.PROVIDE (2) 2"x5" HDR.,U.O.N. Z ?. SEE PACE 0-005 FOR ALL OTHER FRAMING DRYER EXHAUST NOTE: (V ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. I. DUCT SHALL TERMINATE TO EXTERIOR �.{ W (D 2.DUCT SHALL TERMINATE MIN. W-O" BELOW,4'-0" OSTAIR RAILING NOTE: HORIZONTALLY FROM,OR 1'-0" ABOVE ANY OPENINGS � _ Tq 2 5.DUCT 51ZE AS PER MANU. I. ALL NEW STAIRS SHALL HAVE MAX."1-3/4" RI O 4 MIN. 10 Tr - RISERS SHALL BE CLOSED 4.DUCT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER � fs O 2. 42" N. 10" Tr RISERDRAIL 4 SPINDLE CLOSING 5• TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN NOT IC ALLOW PASSAGE IN A 4" SPHERE; CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO NO HIGH HANDRAIL 4 SPINDLE SPACING NOT CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM 56OW PASSAGE OF A 4 SPHERE SHALL BE LIMITED TO SINGLE LENGTHS,NOT TO 3. TO ALL ALL BLE RAIL A5 PER CODE EXCEED a FEET AND SHALL BE LISTED AND LABELED LJ.I IN ACCORDANCE WITH UL 215bA. CLOSED P. GONG. STAIR: 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID ® 1. TYP. 42" RAIL AS NOTED METAL w/SMOOTH INTERIOR SURFACES WITH JOINT5 2.RAILING SHALL BE WROUGHT IRON OR GALV. 5TL. RUNNING ►N THE DIRECTION OF AIR FLOW. EXHAUST FASTENING SHALL BE AS PER RAIL MANU. PROVIDE DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL W 5CREWS EXTERIOR GRADE PAINT AS REOV OR POWDER 'T. COATING MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER 3.PROVIDE BLUESTONE MASONRY FINISH LOCATION TO THE WALL OR ROOF TERMINATION. THE U 4.SEE FOUND. PLAN 4 DETAIL MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 U J FEET FOR EACH 45° BEND AND 5 FEET FOR EACH 410° SMOKE DETECTOR / CO DETECTOR NOTES: BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES EXIST. Q O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT NOT INCLUDE THE TRANSITION DUCT. COVERED PORCH SMOKE /CARBON MONOXIDE COMBINATION DETECTOR O ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405 HARD WIRED TO EACH OTHER w/BATTERY BACKUP. 2.INSTALL ALL AS PER MANU. 5PEC.'5 3.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR NEW FLOOR: ~ IN COMPLIANCE WITH LOCAL GORE Oq I. NEW J" PLYWOOD SUBFLOOR BENEATH (GLUE 4 SCREW); II" 12'-0" 2'-0" SCREW PERIMETER OF SHEATHING 4" O.G. 4 12" O.G. ® K K INTERIOR. OWINDOW NOTE: 2.NEW FINISHED FLOOR PER H.O. SELECTION `1 I. ALL NEW WINDOWS 4 DOORS SHALL BE ANDERSEN 400 5ERIE-5 CASEMENT, DOUBLEHUNG,OR 6LIDIN6 HVAG NOTE: (AS NOTED); INSTALL AS PER MANU. 5PEG.'5. FOR 10 I. EXIST. AIR HANDLER 4 DUCTWORK IN ATTIC TO BE EXIST. REPLACED w/NEW RHEEM 100,000 BTU/HR HYDRONIC q SUBSTITUTIONS,SEE NOTE #q IN GLASS WINDOWS � O UP AND DOORS" ON PAGE 0-002 IF CASEMENT AIR HANDLER,MODEL "RWITIOA&O24NAA-- i WINDOWS - ALL 05MNT WNDWS SHALL HAVE 2.PROVIDE DUAL-ZONE HVAG SYSTEM O STRAIGHT ARM HINGE WHEN 5.INSTALL AS PER MANU. 5PEC.'s D 2.IF DOUBLE HUNG - ALL DBL. HUNG WNDW5 TO BE 4.RE-ROUTE 4 EXTEND LINES AS REOV FROM EXIST. NEW DINING TILT WASH BOI ILER 4 PROP. A/C COND. 4 ROOM 5-4'_ 5.ALL GLAZING WITHIN IV OF FF TO BE TEMP. &L. A/C CONDENSER: 125 S.F. I 4.5EE PAGE G-003 FOR FRAMING ELEMENTS AROUND I. REMOVE 4 REPLACE EXIST. A/C CONDENSER w/NEW LLLJ WINDOWS (TYP. FOR ALL) U.O.N. 1. A/C CONDENSER(14.0 SEER) D EGRESS NOTE: 2. INSTALL UPON 4" THK. CONC. SLAB q IN COMPLIANCE WITH NEW YORK STATE BUILDING 3. INSTALL AS PER MANU. SPEC.'S = CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF 4 EXTECONDENSER.LANT LINE AS REOV FROM A/C IO NEW LIVING p EGRESS SHALL BE FOLLOWED: ROOM ROOM NEW WALK-IN -1 �- NET CLEAR OPENINO........... 5.71 5.F. HOT WATER PIPING INSULATION: 12'-4" 152 S.F. I ( NET CLEAR HEIGHT............... 24" MINIMUM MECHANICAL SYSTEM PIPING AND HOT WATER PIPIN6 ! REPLACED 52 S.F. - NET CLEAR WIDTH................. 20" MINIMUM SHALL BE INSULATED TO AN R-VALUE OF NOT LESS THAN = A/G �S R-5 FOR THE FOLLOWING CONDITIONS PER 2020 NYS EGG COND. 11 A , NEW ATTIC, ACCESS - PULL DOWN STAIR: R405.4 4 R405.5: I 24" U NATURAL LIGHT VENTILATION O I. MIN. 350 # CAPACITY D W' (HABITABLE SPACE) 2.SIZE TO FIT MESH. EQUIP. THROUGH OPENING (MIN. I. MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING I 1 /� 22"x30") FLUIDS >l05°F OR 455°F (R403.4) �, = 2'-10"�r 3._ HR FIRE RATED 2. PIPING " AND LARGER IN NOMINAL DIAMETER O - FLOOR AREA 135 S.F. 4.DBL FRAMING WHEN NEW OPENING 5. PIPING SERVING MORE THAN (1) DWELLING UNIT '� `ti 13'_5" S.INSTALL AS PER MANU. SPEC.'s 4. PIPING LOCATED OUTSIDE CONDITIONED SPACE _ O 0 1 m o4 % REQ. S.F. PRO\/. 6.CONSULT H.O. FOR PRE015E LOCATION OF ACCESS 5. PIPING FROM WATER HEATER TO A DISTRIBUTION z v ' o o J LIGHTING;MIN. b% 10.5 S.F. 25.5 S.F. MANIFOLD � � � � m OF FLOOR AREA 13'-5" 6. PIPING LOCATED UNDER A FLOOR SLAB o o cV q q2'-4"- -1. BURIED PIPING O OU 6 VENTILATION-MIN. b. SUPPLY 4 RETURN PIPING IN RECIRCULATION SYSTEMS tt1 ' �' 5.4 S.F. 12.5 S.F. OTHER THAN DEMAND RECIRCULATION SYSTEMS. 4 4% OF FLOOR AREA EXIST. 3'-6" 3 Z ALL NEW WINDOWS 4 DOORS SHALL BE ANDERSEN; INSTALL AS PER MANU. SPEC.s. PROPANE 5 ' NEW = =n T w SEE PAGE "6-005" FOR NAILING 4 5TRAPPIN5 DETAILS. TANK ISLAND 5M/CO BEDROOM #I T WINDOW CHART o T a� m EXIST. BATHROOM - ---- - - - -- - ----- - -- EORE55 - - ' OVEN - 4)- ROUGH OPENING WINDOW DIMENSION CLEAR _ OPENING NEW 3 I TAG TYPE MODEL # NOTES - _- WIDTH REOV: 20" m KITCHEN v' � SM/GO O B --- HEIGHT REOV:24" 255 S.F. CAB. WID� - HEIGHT WIDTH HEIGHT OPEN REOV: 5.-1 S.F. � m A (4) DOUBLE-HUNG TW2442 2' 6 �" 4'-4 l 2'-5 4'-4 _6 m n/A COTTAGE _ -- 2 NEW L. q'-II" - - (2) DOUBLE-HUNG TW5456 L3'-6 �" 5'-8 }�3'-5 5'-5 ," b.q S.F� COTTAGE 4 > a I N .o �TTIC� PROJECT: _ - -- -- G (I) PicIURE� P5040 L-!V--O �E-5'-5 " 2'-I I " 4'-O" n/A TEMPERED A a to s.F- ra\ q 5o s.Ftft d L' O BATHROOM #1HaTGH _ _WETBAR O O a = EXIST. BOIL ON B RA D FO R D D (I) - UNG TW2642 2'-8 4'-4 2'-7T 4'-4 COTTAGE r CONCRETE i- DOUBLE H J - , MULLED -_ -] _- `t o 4 ,''/ „ N ® BLOCKS RESIDENCE E (12) DOUBLE-HUNG TW5056 5'-8 J" 6.2 S.F. COTTAGE q'-6 , 2 J F (5) DOUBLE-HUNG TW24510 2'-6 4'-0 J" 4 A 2'-5 L-4--O COTTAGE I 1 � - ----- V-4" IST. _ 3705 BAYSHORE ROAD G (3) [-:D:O-u BLE-HUNG TW24510 2'-(0 k" 4'-O �" V-5 J" 4'-0 g" TTAGE AIA 36'-3" E-GAR - FRE�POLACEMENT C,� oLi NEW COVERED GARAGE , G R E E N PO RT NY 11944 - - _ EXTERIOR DOOR CHART r4 O bPORCH 5 S.F. --_-__ -- - _- DRAWING TITLE: (2) q" � C'Pj 2 in SLAB - -- - H (1) ENTRY DOOR AEHID5050 38 a" l a5 37 q5" n/A SIDELIGHTS �Z' - ON-GRADE _I IL -- _- _ PROPOSED FIRST FLOOR PLAN I (2) SLIDER NLGD12O80 56 " a1 56 " F-11 " IL n/A 4 PANEL �.� ��/� 6 ® 6 OIL IL -- -- - - TAN m cv INTERIOR DOOR SCHEDULE 15'-IVY DOOR -� -- MATERIAL PAGE: TAG DESCRIPTION p 0) QUANTITY i m 2'-b" * a'-:2 WIDTH HEIGHT Q 13'-5" A-103m00 l9 INTERIOR - FIRST FLOOR 01 - DOUBLEIF 3'-O" - - -o" �u I PROPOSED FIRST FLOOR PLAN PROPOSED C�,�iZ C� FLOOR �.AN DATE: 03/23/22 7 OF 15 02 BI-FOLD 5'-0" -t'-o" ��� I 1,058 S.F. HBITBLE Si�, G I,I56 S.F. C� 0S5R SCALE: I/4" = I'-O" 550 S.F. GROSS RE SCALE: I/4" = I'-O" 03 - - SINGLE 2'-6" 7'-O" • 2 - - Apc --I[- E=O- 4 POCKET DOOR 2'-0" 1'-O" • F-1 I INTERIOR - SECOND FLOOR Le `��� 5 F -' 7 `� 05 SINGLE 2'-6" -1'-O" • 4 ?, Oro BYPASS 5'-0" ?'-O" ---• - I 0 JIPOCKET DOOR '- � fi ✓ J 0 f Ob I DOUBLE 5'-0" Oct BI-FOLD a. � Q U _ EXISTING TO BE DEMOLISHED �-T� NEW PARTIAL HEIGHT Lu N F` `� WOOD FRAME (L.O. STL. EXISTING TO REMAIN WHEN APPLICABLE) J �---{ NEW WOOD FRAME (L.O. - NEW FOUNDATION WALL Q Lu } FI STL. WHEN APPLICABLE) G Z NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL 0 WOOD FRAME (L.O. STL. ® P05T FOR 4" WALLS WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL Lo POST FOR 6" WALLS), U.O.N. m O NEW 2-HR FIRE RATED O WOOD FRAME (L.O. 5TL. (L � cr WHEN APPLICABLE) m Z O FLOOR PLAN NOTES Z w W DOOR NOTE: O &" SQUARE STRUCTURAL PERMAGAST COLUMN Q Oj INSTAL L NEW INTERIOR DOORS WHEN GALLED OUT ON m J I. PLANS BY 'JELD-WEN' (OR EQUAL). 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT ON NEW LAUNDRY ROOM: Z PLANS BY 'THERMATRU' (OR EQUAL). O I. NEW WASHER/ELECTRIC DRYER HOOK UP 3.DOOR TYPE TO SELECT 2.COORDINATE LAUND. ROOM 4 DOOR DIM.'s -� 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR WALLS w/51ZE OF EQUIP. Z 5. INSTALL AS PER MANU SPEG.'s 3.PROVIDE HOOK UPS AS REO'S PER MANU. 6.PROVIDE (2) 2"x5" HDR.,U.O.N. It _j ri N 1. SEE PACE 6-005 FOR ALL OTHER FRAMING DRYER EXHAUST NOTE: ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. I. DUCT SHALL TERMINATE TO EXTERIOR LL W 2.DUCT SHALL TERMINATE MIN. 4'-O" BELOW, 4'-O" STAIR 8 RAILING NOTE: HORIZONTALLY FROM,OR 1'-0" ABOVE ANY OPENINC75 � = I Ix L0 O I. ALL NEW STAIRS SHALL HAVE MAX.-1-5/4" RI 3.DUCT 51ZE AS PER MANU. O MIN. 10" Tr - RISERS SHALL BE CLOSED 4.DUCT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER ,� Q IGH GUARDRAIL b SPINDLE SPAGIN6 5.TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN 2. 42" H ALLOW PASSAGE IN A 4" m SPHERE; CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO NOT IC NO HIGH HANDRAIL # SPINDLE SPAGIN6 NOT CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM ALLOW PASSAGE OF A 4 SPHERE SHALL BE LIMITED TO SINGLE LENGTHS,NOT TO TO 3. TO ALL RAIL A5 PER GORE EXCEED 5 FEET AND SHALL BE LISTED AND LABELED LJJ IN ACCORDANCE WITH UL 2155A. OL05ED P. GONG. STAIR: 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID ® METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS 1. TYP. 42" RAIL AS NOTED NATURAL LIGHT VENTILATION NATURAL LIGHT 4 VENTILATION H 2.RAILING SHALL BE WROUGHT IRON OR GALV. 5TL. RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST FASTENING SHALL BE AS PER RAIL MANU. PROVIDE DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL (HABITABLE SPACE) (HABITABLE SPACE) W EXTERIOR GRADE PAINT AS REOV OR POWDER SCREN5 H COATING MAX. LEN&TH LOCATION TO THELL NOT EXCEED 25 FT FROM NALL OR ROOF TERMINATION.. THE FLOOR AREA 282 S.F. 4'-2"��3'-b"- -3'-6"-- -3'-6" b'-II" 3'-b" -3'-6" -3'-b"- -4'-2" FLOOR AREA 1-15 S.F. _ 3.PROVIDE BLUESTONE MASONRY FINISH MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 U J 4.SEE FOUND.PLAN 8 DETAIL FEET FOR EACH 45' BEND AND 5 FEET FOR EACH a0' % REQ. S.F. PROV. _ _ % REG. S.F. PROV. m BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES E E E E 4 E 4 4O E E 4 E b Q OSMOKE DETECTOR / GO DETECTOR NOTES: NOT INCLUDE THE TRANSITION DUCT. LIGHTING;MIN. 5% 226 S.F. 51.1 S.F. LIGHTING;MIN. 5% I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT OF FLOOR AREA 1-1.-0.. 17_5� OF FLOOR AREA 142 S.F. 441 S.F. SMOKE /CARBON MONOXIDE COMBINATION DETECTOR O ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405 VENTILATION;MIN. N HARD WIRED TO EACH OTHER w/BATTERY BACKUP. 4% OF FLOOR AREA 11.5 S.F. 25 VENTILATION;MIN. .5 S.F. 4% FLOOR AREA 7.1 S.F. 24.5 S.F. 2.INSTALL ALL AS PER MANU. SPEC.'S 9 3.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR NEW FLOOR: IN COMPLIANCE WITH LOCAL CODE O I. NEW j" PLYWOOD 5U5FLOOR BENEATH (GLUE $ SCREW); SCREW PERIMETER OF 5HEATHIN5 4" O.G. $ 12" O.G. ® - INTERIOR. 4 T NEH OWINDOW NOTE: 2.NEW FINISHED FLOOR PER H.O. SELECTION ! in BEDROOM I. ALL NEW WINDOWS $ DOORS SHALL BE ANDERSEN - 400 SERIES CASEMENT,DOUBLEHUNG,OR GLIDING HVAC NOTE: (AS NOTED); INSTALL AS PER MANU. SPEC.'S. FOR 10 I. EXIST. AIR HANDLER d DUCTWORK IN ATTIC TO BE SUBSTITUTIONS,SEE NOTE #q IN "CLASS WINDOWS REPLACED w/NEW RHEEM 100,000 BTU/HR HYDRONIC AND DOORS" ON PAGE 0-002 IF CASEMENT AIR HANDLER,MODEL 'RWITIOA6024NAA" WINDOWS - ALL 05MNT WNDW5 SHALL HAVE 2.PROVIDE DUAL-ZONE HVAG SYSTEM : tt STRAIGHT ARM HINGE WHEN S.INSTALL A5 PER MANU.SPEG.'s 2.IF DOUBLE HUNG - ALL DEL. HUNG WNDW5 TO BE 4.RE-ROUTE # EXTEND LINES AS REOV FROM EXIST. NEW ,- TILT WASH BOIILER d PROP. A/C COND. r 4 BEDROOM #2 3.ALL GLAZING WITHIN 15" OF FF TO BE TEMP. GL. A/G CONDENSER: 282 S.F. - - NEA 4.5EE PACE 0-003 FOR FRAMING ELEMENTS AROUND I. REMOVE d REPLACE EXIST. A/G CONDENSER w/NEW i CL. WINDOWS (TYP.FOR ALL) U.O.N. ER) 14 5.r. 4-TON A/C CONDENSER(14.0 SE F EGRESS NOTE: 2. INSTALL UPON 4" THK. GONG. SLAB IN COMPLIANCE WITH NEW YORK STATE BUILDING 3. INSTALL AS PER MANU. SPEC.S / NEW 6 • 0 O 4. EXTEND COOLANT LINE AS REOV FROM A/C SM//00 WALK-IN GL. CODE,SECTION R310.2.1;THE FOLLOWING MEANS OF CONDENSER. _ I �0 SM/GO u1 EORE55 SHALL BE FOLLOWED: _ NET CLEAR OPENINO........... 5.71 S.F. HOT WATER PIPING INSULATION: J 6" NET CLEAR HEIGHT............... 24" MINIMUM MECHANICAL SYSTEM PIPING AND HOT WATER PIPING NET CLEAR WIDTH.................20" MINIMUM SHALL BE INSULATED TO AN R-VALUE OF NOT LESS THAN R-3 FOR THE FOLLOWING CONDITIONS PER 2020 NYS EGG I 1 05 _ NEW ATTgG ACCESS - PULL DOWN STAIR: R403.4 d R403.5: F 4 05 by2" 5-O„ 12'-3" O I. MIN. 350 # CAPACITY = NEyr iv �0 _ NEW a O 2.SIZE TO FIT MECH. EQUIP. THROUGH OPENING (MIN. I. MECHANICAL SYSTEM PIPING CAPABLE OF GARRYINC BATHROOM #2 OL. w N 22"x30") FLUIDS >105'F OR<55°F (R403.4) ter,' r, 5F OS 05 3.- HP, FIRE RATED 2. PIPING j" AND LARGER IN NOMINAL DIAMETER 4.DBL. FRAMING WHEN NEW OPENING 3. PIPING SERVING MORE THAN(1) DWELLING UNIT m p NEW C th 5. INSTALL AS PER MANU. SPEG.s 4. PIPING LOCATED OUTSIDE CONDITIONED SPACE b.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS 5. PIPING FROM WATER HEATER TO A DISTRIBUTION VENT OQ MANIFOLD 6. PIPING LOCATED UNDER A FLOOR SLAB °N O w CLA�55 L - 1. BURIED PIPING t� ABOVE O , TTIG� 8. SUPPLY d RETURN PIPING IN RECIRCULATION SYSTEMS ' - < SM/GO ALL NEW WINDOWS 4 DOORS SHALL BE ANDERSEN; INSTALL AS PER MANU. SPEC.'S. OTHER THAN DEMAND RECIRCULATION SYSTEMS. 5 -► HATCH SEE PAGE "0-003" FOR NAILING d 5TRAPPINO DETAILS. L O ---- - - -- -- - " 3'-3" 1 _ w CHART EGRESS 0 WINDOW Q O ROUGH OPENING WINDOW DIMENSION CLEAR E AG q NEW NEW FAMILY TAG TYPE MODEL # NOTES BATHROOg:V2'- ROOM/GYM N WIDTH REOV: 20 - HEIGHT REQ'D:24" F 7o S.F. Ibb S.F. WIDTH HEIGHT WIDTH -� -HEIGHT OPEN REG,l 5.'1 S.F.A (4) DOUBLE-HUNG TW2442 2'-6 �" 4'-4 �" 2'-5 4'-4 �" n/ACOTTAGE3'-2"(2) DOUBLE-HUNG TW3456 3'-b �" �" 5'-5 " 5'-59" 6.01 S.F. CO NEW FAMILY5m J ROOM/GYM a PROJECT: G (I) PICTURE F 3040 �-3'-O J� 3'-5 2'-I I 4'-O" n/A TEMPERED ! 212 S.F. DOUBLE-HUNG TW2642 2'-8 �" 4'-4 2'-7 4'-4 �" COTTAGE B RAD FO R D MULLED "' E (I2) DOUBLE-HUNG TW305�[ _ V-2 6.2 S.F. COTTAGE 4 4 b'-o" R ES I D E N C E F (5) DOUBLE-HUNG TW24510 2'-6 J" -4'-O-g" 2'-5 4'-O J" COTTAGE GIN 4 4 4 -- - - - 10'_5y2" - 6 F F 9'-by2" --- G (3) DOUBLE-HUNG TW24310 2'-b �" 4'-0 2'-5 4'-0 J" COTTAGE ! - REPLAGEMENT - 3705 BAYSHORE ROAD E E E E GREENPORT NY 11944 EXTERIOR DOOR CHART 4'-?y2" 3'-b" '-2y2" 4'-1" 5'-6" 4'-I" 3'-1V' H (1) ENTRY DOOR AEHID3O80 38 3 95 7 a5" n/A (2) II'-loy2" 13'-5" lo'-5y2" - SIDELIGHTS DRAWING TITLE: I (2) SLIDER NLODI2080 � 5b �" [ ql �" �i 56 J" al �" - n/APANEL � PROPOSED SECOND FLOOR PLAN INTERIOR DOOR SCHEDULE DOOR MATERIAL PAGE: TAO DESCRIPTION p i N QUANTITY m WIDTH HEIGHT d A-104m00 FROF05El7 SEOON7 FLOOR PLAN INTERIOR - FIRST FLOOR SGALI=: I/4" = I'-O" f 1,253 S.F. H�-4�IT�4�LE SFAOE; I,540 S.F. C��'OSS AREA DATE: 03/23/22 8 OF 15 OI DOUBLE --1 3'-0" 7'-O" • ��� I 02 BI-FOLD 5'-O" 7'-0" �I • Il�-J1L-� I 03 51NOLE 2'-6' 7'-O" • 2 -Jr- 04- I POCKET DOOR 2'-O" T-O" • ��� I INTERIOR - SECOND FLOOR --- - - 05 SINGLE 2'-6" 7'-O" • Ir 11 -4 d r _a, i +� t - Ob BYPASS 5'-O" 7'-O" • I °' �) Jr3 0 OF 0-7 POCKET DOOR11 7'-0 " I • ����i 1 7 OS DOUBLE -� 3'-O" '-O" �I • I j� I Oa BI-FOLD � 5'-O" -,,-O" 1 ELEVATION NOTES Q U NEW ROOFING: F- O O I. SEE NOTE ® SECTION O 2. ROOFING TO MATCH EXIST. COLOR d STYLE BY 'GAF' (OR EoUAL) (MIN 30 YR. WARRANTY) J 5. PROVIDE CONGEALED FLASHING AT ALL ROOF t� INTERFACES. Q w >- NEW SIDINS Z O2 I. SEE NOTE ® SECTION 2.HORIZONTAL LAP CEMENT SIDING (COLOR TO BE EXIST. RIDGE HEIGHT I C) ---------------- Z SELECTED BY OWNER) ELEV. +2q.8' _ - _-----_-_ -- - _- _: ---- ----— _-- — _-. -- -j F- J ONEW SIDING Lo 3 I. SEE NOTE ® SECTION - --- --- — ---- — --- --- -- ----- —-.� W 0 2.VERTICAL BOARD S BATTEN SIDING (COLOR TO BE _ 12 - - O O O SELECTED BY OWNER) it NEW 5/4"x2" 'AZEK' (OR EO. WINDOW/DOOR CASING: O1. PROVIDE AT ALL NEW d EXIST. WINDOWS/DOORS (TYPJ — 0 m 2.ALL BLACK d DOORS SHALL HAVE BLAG FRAMES �— I — `---i----� -_- —' �Ia — in 3 _ � T.15 OS NEW CLOSED P. GONG. STAIR I - 8= Q w 4 J 00 ONEW DRYER VENT: SEE NOTE ® PLAN 2 I 2 Z 0 J r-i C) Y PLAN NOTE: HATCHED AREAS INDICATE AREAS OF 4ri Z >: NEW WORK — - - J N LL W (6 Lo W T-I t` O Lo O EXISTINS SECOND FLOOR _ _ _ — ELEV. +II.-I — — 4 = J 4-)— 4 O U A \ O 6 EXIST. FIRST FLOOR - ELEV. 1.5 H O BASELINE ELEV. +O.O' 5 NEST ELEVATION (FRONT) SCALE: 1/4" = 1'-0" z I w 0 12 0 2 II 12 PROJECT: II BRADFORD ----- - RESIDENCE 2 2 3705 BAYSHORE ROAD - GREENPORT NY 11944 LL�ji -L ---; DRAWING TITLE: 00 PROPOSED EXTERIOR ELEVATIONS ALL NEW WINDOWS 4 DOORS SHALL BE ANDERSEN; INSTALL AS PER MANU. SPEC.'s. _ SEE PAGE "0-005" FOR NAILING $ STRAPPING DETAILS. WINDOW CHART EGRESS PAGE: ROUGH OPENING WINDOW DIMENSION CLEAR 4 TAG TYPE MODEL # OPENING NOTES _ 2 20 :1000 WIDTH REQ D: 20" WIDTH HEIGHT WIDTH HEIGHT HEIGHT REO'D:5.1 l l OPEN REQ'D: 5.7 S.F. O O A (4) DOUBLE-HUNG TW2442 D-76—�" I 4'-4 g" - I - 2'-5 j" 4'-4 �" n/A COTTAGE ---111 111 --- B (2) DOUBLE-HUNG 1ETK5456 3'-6 �" [L7--5 �" I 3'-5 5'-8 i" &A S.F. COTTAGE -- r - -- DATE: 03/23/22 1 9 OF 15 ON PICTURE P3040 3'-0 L 3'-5 2'-II 4'-0" n/A TEMPERED L—MUDLLED DOUBLE-HUNG TW2642 2'-8 �" 4'-4 2'-1 41-4 ill COTTAGE ----]L E (12) DOUBLE-HUNG J�-TW3056 -- 3'-2-�"-�I 5'-8 -� 3'-I 5'-8 6.2 S.F. I COTTAGE 1 �. ( � l .4� DOUBW24310 2'-6 4'-O 2'-5 4'-O COTTAGE �> PA (5) LE-HUNG T SOUTH ELEVATION (R OHT SIDE) i u COTTAGE .• `' t i Q'� G (5) DOUBLE-HUNG TW24510 2i-6 n 4-0 2i-5 " 4i-0 u �w• a=e, - ---I REPLACEMENT — - EXTERIOR DOOR CHART SCALE: I/4" I'-O" _'�;' ._ .��{`1•_ �A . 74 H (1) ENTRY DOOR AEHID3080 -- 38 " 95 " 5-7 a5" n/A a� y 1 SIDELIGHTS V°S� I (2) SLIDER NLGD12080 56 '1I I 56 aI ill n/A 4 PANEL a. O ELEVATION NOTES Q � O O ONEW ROOFING: I. SEE NOTE ® SECTION 2. ROOFING TO MATCH EXIST. COLOR 6 STYLE BY 'GAP' -J (OR EQUAL) (MIN 50 YR. WARRANTY) 5. PROVIDE CONGEALED PLASHING AT ALL ROOF H Q W >:�- INTERFACES. � � Z NEW SIDING O2 I. SEE NOTE ® SECTION 2.HORIZONTAL LAP CEMENT 5I0INO (COLOR TO BE -- - — O -- - Z SELECTED BY OWNER) J ----- ---- --- --- --- - - --_----- -- - F— Lo Y NEW SIDING 0) O O I. SEE NOTE ® SECTION _ e O 2.VERTICAL BOARD d BATTEN 51DINO (COLOR TO BE � n SELECTED BY OWNER) ONEW 5/4"x2" 'AZEK' (OR EG. WINDOW/DOOR CASING: 4 Z ` I. PROVIDE AT ALL NEW 4 EXIST. WINDOW5/DOOR5 (TYP) O 2.ALL WINDOWS 4 DOORS SHALL HAVE BLACK FRAMES O NEW CLOSED P. GONG. STAIR - Q J _ ()o NEW DRYER VENT: _j OO SEE NOTE ® PLAN z ZiTl -rj Y O z 4 PLAN NOTE. HATCHED AREAS INDICATE AREAS OF NEW WORK — LL. W 5 — Lo m %-I N � Lo O O O O O 2 — W --- ------- I - - ---- - -- -- --- -- - - ---- — _ It W = J 3 Q a O O .s: 2 II EAST ELEVATION (REAR) SCALE: 1/4" = P-O" z W I O U Lil 12 ---- a " PROJECT: 12 BRADFORD RESIDENCE y 3705 BAYSHORE ROAD 2 GREENPORT NY 11944 � 0 0 DRAWING TITLE: 2 PROPOSED EXTERIOR ELEVATIONS ALL NEW WINDOWS 4 DOORS SHALL BE ANDERSEN; INSTALL AS PER MANU. 5PE0.'5. SEE PAGE "0-005" FOR NAILING d STRAPPINO DETAILS. WINDOW CHART - EGRESs - - ---- ROUGH OPENING WINDOW DIMENSION CLEAR TAG TYPE MODEL # OPENING NOTES TEMPERED -- _ WIDTH REOV: 20" WIDTH HEIGHT WIDTH HEIGHT HEIGHT REOV:24" A-202mOO OPEN REO D: 5.77 S.F. O O O O---- -- A (4) DOUBLE-HUNG TW2442 2' 2'-5 i" 4'-4 1" n/A COTTAGE B (2) DOUBLE-HUNG 5'-8 9" &A S.F. COTTAGE DATE: 03/23/22 10 OF 15 -- — G (U PICTURE P504��-3'-0 " 5'-5 "--- — -2'-I I " 4'-O" n/A TEMPERED D (1) DOUBLE-HUNG F_TW2642 L 2'-8 �" 4'-4 2'-'1 4'-4 �" COTTAGE MULLED `L _ f E (12) DOUBLE-HUNG TW5056 5'-2 �" 5'-8 5'-I 5'-8 �" b.2 S.F. COTTAGE Q '`l (;;c�,i „ l c� -4rya. p � T F (5) DOUBLE-HUNG TW24510 2-6 --- -J�-O-� - 2.-5 9 `�� COTTAGE (ry -� 4 COTTAGE 0?, a\ G (5) DOUBLE-HUNG Tw 26 24510 - I 4'-0 2-5 4'-0 REPLACEMENT NORTH ELEVATION (LEFT SIDE) �. � r EXTERIOR DOOR CHART SCALE: 1/4" = 1'-0" - - 0 7 U H (I) ENTRY DOOR AEHID5080 58 I-- - SIDELIGHTS OF - 4 - - - 1 (2) SLIDER =NLr-VI:20ao_ 56 ql 56 ql n/A �[=4 PANEL O BUILDING SECTION NOTES Q V NEW ROOFING NOTE (TYP): Z 0 W O O I. INSTALL NEW ASPHALT SHINGLES 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO A J r-I 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS PROPOSED RIDGE HEIGHT Iti 3.OVER -TALL 15 # BUILDING FELT N.O.N) OVER ELEV. NEW RIDGE AS PER PLAN \ Q W >_ 4.1/2" GDX PLYWOOD 5HEATHIN0 (BLOCK ALL SEAMS) z 5. GAP SHINGLE OVER RIDGE d HIP5 (AS REO'D) 0 Z 6.PROVIDE RIDGE VENT(AS REO'D) J = 1. FLASH ALL VALLEYS -� J 8.INSTALL DRIP EDGE AS REO'D 4. INSTALL ALL AS PER MANU. SPEC.'S O O O R,R. ,gs 0- z TYPICAL ROOF $ CEILING CONSTRUCT O Ln m O0 NEW ROOFING A5 NOTED HYDRONICA� ' • 1/2" GDX PLYWD SHEATHING (BLOCKING ® ALL AIR HANDLER 'It m pL.4 BI O PLYWD SEAMS) Q • R.R.,G.J., 4 G.T. AS NOTED ON PLANS (® SPANS _ �3 = OVER 8' INSTALL "X" BRIDGING 9) CENTER OF ��_ SPAN,U.O.N) 2 Z W • R-49 FIBERGLASS BATT INSULATION NEW G.J. AS PER PLAN s II Q J S TYPICAL EXTERIOR WALL CONSTRUCTION (TYP.): L — J J o0 O z0) 0 • UPON "TYVEK" HOUSE WRAP (OR EEQUAL) • UPON 1/2" GDX PLYWD. SHEATHING(BLOCKING ® HEADERS ABOVE ALL J r„I ALL PLYWD SEAMS) WINDOWS $ DOORS PER • 2"x6" STUDS ® 16" O.G. H/DBL. TOP PLATE NEW NEW MASTER PLAN Z �'; 4 • SPRAY FOAM INSULATION (® R=7/INCH) H/R-13 4 3 FAMILY RM/GYM BEDROOM BATT INSULATION (R-77 TOTAL) O J N • 5/5" GYPSUM BD. WALL FINISH 2"xb" SILL PLATE U. uj (0 N r ® WINDOWS (TYP) Ln w T-I EW 51DINO NOTE (TYP.): O02 I. INSTALL NEW HORIZONTAL LAP CEMENT SIDING (NOTE EXISTING SECOND FLOOR I 54 6-005 O O 4A) 4 VERTICAL BOARD AND BATTEN 510ING (NOTE 45) -----� 2."TYVEK" HOUSE WRAP(OR EQUAL) ELEV. +II.-1' E RIDGE AS P.P 5.INSTALL ALL AS PER MANU. SPEC•.'s ` W r 4.PROVIDE ALL NECESSARY TRIM FOR PROPER INSTALLATION 0L lf) v Q EXIST. F.J. XXX�� I LLJ 5. SIDING SHALL EXTEND TO TOP OF FOUNDATION WALL Z a lu < IWF XXX� a -- ----- O TYPICAL FLOOR GONSTRUGTIOrI_ NEW HDR AS 2 5 P. �-- I. FINISH FLOORING TO SELECT2. 5. F.J./J. AS NOTED ON LANSP- AT SPANS OVER 5' HEADERSABO� ALL uj INSTALL 'X' BRACE ® MID5PAN WINDOWS d DOORS PER 4. R-50 FIBER&LA55 BATT INSULATION WHERE INDICATED PLAN NEW NEW DINING = J 4 3 KITCHEN ROOM U J O O �- dJ 0 0 6-005 EXISTING FIRST FLOOR ELEV. +1.4' -----� 5 .�---- INDIRECT HOT WATER NEW F.J.s& s I EXIST. F.J. rk BASELINE NEW W CRAWLSPAGE ELEV. +O.O' NE EXIST. GRAWLSPAGE COMPACTED FILL EXISTING 3 ASSUMED PROP' FOUND. EXIST. COMPACTED BACKFILL FOUNDATION 8 FOOTINGS WALL b FOOTINGS SECT 10N I -I/A-501 SCALE: 1/4" = P—O" 2'-0" LAP (TYP) ----------t_-- --rt z  ------_ ------ —----1- -- ------- ----- I II #5 REBAR(TYP) 0- w I I I I I f- -� #5 BENT O I I I REBAR (TYPJ PROJECT: I BRADFORD PROVIDE 5" (MIN) GONG. COVER I I I NOTE:. F FINISH MASONRY USED (SUCH AS OF ALL REBAR WITHIN P. CONC. FOUND. WALLS 8 P. GONG. FT6'S. PROVIDE STRAPPING : NAILING IRESIDENCE BLUESTONE) - MASON TO ADJUST AS PER CONNECTION 'D' IN I HGHT OF LANDING AS REO'D TO 4"P.GONG.SLAB "TYPICAL NAILING/STRAPPING ACCOUNT FOR FINISH MA50NRY W bx6 IOAO HW PROVIDE INSULATION REQUIREMENTS FOR UPLIFT, I' UPON COMPACTED BETWEEN CAVITIES SHEAR, d LATERAL RESISTANCE" 2. ALL SURFACES SHALL BE PITCHED (TYP) FILL PER ENERGY TABLE ON PAGE 0-005 0 EA. STUD. ® 1:45 AK AY AY FROM BUILDINGF // 3705 BAYSHORE ROAD (WHEN APPLICABLE) CORNER CONNECTION 5. FOR 5LAB5 ABUTTING FRAMIN6, INSTALL REBAR BENT TO _ GREENPORT NY 11944 NEW(2) 2"xW P.T. SILL PLATES PRE-FAB. RAILING H/REQUIREMENTS COPPER FLASHING FROM I2" ABOVE AND SLAB AS SHOWN • �- -====a==� - FLOOR SYSTEM AS ADJACENT TO SLAB, BED ALL FLASHING • , `————— UPON SILL SEAL UPON COPPER AS PER PLAN. RAIL SHALL HAVE i i i IN ASPHALTIC MASTIC �° \ \\ \� Z TERMITE SHIELD LATERAL LOAD. MATERIALS SHALL a ' NOTED ON PLAN /\/\ :: DIPPBE ED NE OF THE EPDXY LOHIN : SOT. - DRAWING TITLE: NEW 5/8"P HOOKED ANCHOR #5 REBAR(TYP) 2-O LAP EPDXY PAINTED WROUGHT IRON. - °°� °' '\'� \ BOLTS ® 59" O.G. H/5" SQUARE (TYP.) (1) #4 REBAR® EA. i, • // %� / // �// // BUILDING SECTION WASHER $ ENDNUT ATTACHMENT AS ti • \ \ \ \ \ \ \ BEND REBAR STEP;3" GVR ® ENDS cL� • \ \' To SLAB �' /\/\/\/\/\/\/\/ DESIGN DETAIL ------ PER RAIL MANU. / / / / / / / / #4 HOOKED VERT. i—Z \ I I I NOTE: �i/ // // // // // REBAR® 48" O.G. " I� r ALL P. GONG. SHALL x-X>\/ L ° I I — 4' P.GONG.SLAB w/ 1O" i, \ \ \ \ \ \/\/\/ GRADE ——————_- _ 1—— ———————— (� r —_ — GOMPAG ITED FILL UPON MIN. i� • \\\\\\\\/ COMPACTED BE 4,000 P51 (MIN) �_�_-_ #4 HOR. CONT. REBAR a TOP I I I (1) #4 REBAR II \ \ \ - • ° �% // // // // FILL //\//\//\// PAGE: BOTTOM OF WALL (2 TOTAL) 8" I II I \ \ •• �i a / I - CONT. ® TOP Q • e % \\ \\�\\, °11 X- I I Ii ,' #4 REBAR a 1011/\//\// //\ \// P. GONG. FOUND. WALL .11 - Q - __------I I I 5 REBAR® 36 O.G. \/\/\\/ 2"x4" KEYWAY r �i i° / / (MIN. 4,000 P51) II :. i / / / ° ij i . \ \ \ \ \ \ \ \ \ A-301m00 P. GONG. 4,0000N FTC. I I Oi —z W H I i I j I GRADE 18 / // // COMPACTED \/� jX/I/j/j(MIN. 4,000 PSI) I — - L I \ \ II II II " \\ FILL GRADE '��r° �,,/\ /\/\ (5) #5 HOR. CONT. REBAR ..II :'. _ p N < ? I 8 Tom. P. III • // // #4 REBAR CONT. °�� /\\j L�'i \ \ \ \ \ \ \ \ \ \/\/\/\/\/ NOTE: /\/\/ #5 BENT GONG. WALL I►II \/\\/ ® 10" O.G. (MIN. 3) \//\//� ///\//\//\//\//\//\/ ALL P. GONG. \//\//\// 4 P. GONG. SLAB I°° . I I I REBAR(TYP) 11 / / • 11 \\ \ fp /\\ \\ \\ \\ \\ \ \ \ DATE: 03 23 22 ' -' ° #5 BENT REBAR I," ° _ \\/\\ I // // ���e/ // // // // //\// SHALL BE //\//\// / / 11 OF 15 (1) #4 REBAR CONT. I /\/ \/\�\/\/\/\/\ 4,000 PSI (MIN) _ / / /° . I I I Z (1) #4 REBAR II j1 N�\/\\/ #5 BENT REBAR ® 12" O.G. �I \\ \/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\ CONT. ® BOTTOM II.II ° / // // z \/\/\/\/\/\/\/\/\/\/\/\/\/\//x\ d., 6'MIL POLY 11 ul \ \\�\\� (I) #4 REBAR GONT. \\//\\//\\//\\//\\//\\//\//\//\ / \ t'w ©,/:1 �t. m 16, WIDE x V DEEP / - I`. \ \ \ \ \ \ \ \ \ \ \ MOISTURE RETARDER ° I I I - ° I \/\\/\\ p ///\//\//\//\//\//\//\//\//\//\//\//\//\//\//\ 4' GRAVEL BASE P. GONG. FT6. II 8 THK. P. GONG. WALL I ' / / / / / / / / / / / / / 4 I °II /\\ \\ 16" WIDE x 8' DEEP P. II° \//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\// ( c. t e. _ PROV. GLEAN GONG. FT6. COMPACT FILL _ (5) #5 HOR. I I a 2 #5 HOR. REBAR //\// ( ) I I I I I I 'T' CONNECTION a-J m /\\//\\//\\//\\//\\//\\//\\//\\//\//\\//\\//\\//\\//\\//\\//\\// � FOUNDATION NALL DETA I L 2 REBAR OVERLAP 17 T I EXTERIOR M50 �R DGG DETAIL XT t I OR M SO � RY STAIR R DETAIL I -301.00 SCALE: 5/4" 1'-0" A-301.00 SCALE: 5/4" = I'—Oil A-30I.00 SCALE: 5/4" = 1'-0" A-301.00 SCALE: 5/4" = 1'-0" Q U H W N J t—j rq Q W >: cr mz o � z J It Q C) O O IL Lo ir >- d' 0a Z Z � Q W J ".J 00 Zr0-ICC) J SISTER NEW(2) 2"xl0" XIST. COLUMN SISTER NEW 2(2) xl0 XIST. COLUMN Yri Q TO EXIST. BEAM TO XIST. (2) 2"xIO" BEAM TO EXIST. BEAM TO XIST. (2) 2"xIO" BEAM Z �': 4 INCREASE BEARING INCREASE BEARING IxZ vi WI N WIDTH TO 6" MIN. WIDTH b"TH TO MIN. NEW SIMPSON 6ALV. A06RZ NEW SIMPSON 6ALV. A06RZ W W CD P05T GAP (OR EQUAL) P05T GAP (OR EQUAL) Lo 1= rq NEW b"xb" ROUGH SAWN P.T. NEW 6"xb" ROUGH SAWN P.T. p Lo 05T;LOCATE DIRECTLY OST;LOCATE DIRECTLY O BENEATH EXIST. COL ABOVE BENEATH EXIST. COL ABOVE NEW SIMPSON GALV. ABA(o6RZ NEW SIMPSON 6ALV. ABA66RZ EXIST. DECK JOISTS.;GUT d r P05T BASE (OR EQUAL) EXIST. DECK JOISTS.;GUT 4 ' f POST BASE (OR EQUAL) FASTEN TO NEW SISTERED BEAM FASTEN TO NEW 515TERED BEAM —/// W SIMP50N 6ALV. LUS26 w/ 51MP50N 6ALV. LU526 W HANGER5,WHERE NEGE55ARY GRADE HANGER5, WHERE NECESSARY GRADE °12"4) 'SONOTUBE' FILLED • • � °• �I I I n • � (2) #5 BENT V" ' ' u REBAR H 50LID H/P. GONG. l� �I (2) #5 BENT SOLID w/P. GONG. W (MIN. 4p00 PSI) �1 °1�' • REBAR (MIN. 4p00 P51) •11' 11, • = J ,4 1 11 Z ai1 ° j1 a ° ° Z U J 1 NEW 60"x42"x24" DEEP ° . 1` II • NEW(4) #5 I P° P. GONG. PAD FTC. ° .=�aJ °L= HOR. REBAR Y Q =z =.° e JIB p (MIN. 4,000 PSI) =Q=- , . 1 TOP BOTTOM p a _ (8 TOTAL) J RUNNIN ° ° NEW (5) #5 HOR. G \ NEW 36 x36 x18 ° REBAR UPON (5) PERPENDICULAR DEEP P. GONG. PAD #5 HOR. REBAR NEW (b) #5 HOR. REBAR TO 2 FACE 0F TG. FTC. (MIN. 4,000 P51) (10 TOTAL) TOP d BOTTOM (12 TOTAL) Z ' _ RUNNING PERPENDICULAR 4m TO 60" LONG FACE OF FTC. ° r 1�)F_G1< FOOTI NO (50"x30"x 18") DETAIL FOOTI NO (60"x42 "x la") DETAIL. A-401.00 SCALE: 5/4" = I'-O" A-401.00 SCALE: 5/4" = 1'-0" BEAM SPLICE PER PLANS w (4) 5/5" H.D.G. LAG BOLTS (PREDRILLED) 0 PROJECT: 3/8" THK. PL. GALV. PL.H D B RA DFORD RESIDENCE )/4 I I GAP PLATE 'A' I I FOR CONNECTION OF 5TL. COL. TO (5) 1-5/4" HIDE EXIST. FLOOR SYSTEM 3705 BAYSHORE ROAD LVL LUMBER & (2) 1-5/4" WIDE LVL LUMBER NEW 5TL. BM. PER PLAN; AS NOTED ON PLAN GREENPORT NY 11944 PROVIDE NEW 4" THK. FILLET WELDS CONNECTING NEW STL. COLUMNS TO $M. FLOOR 5Y5TEM A5 NEW 3-1/2" O.D. 50H 40 HOT DRAWING TITLE: NOTED ON PLAN NEW BASE PLATE 'A' WELDED DIP GALV. 5TL. COL. (A5TM TO DETAILS FOR BOLTING 511M5 STEEL FOUND. BY DESIGN DETAILS NEW STL. GAP PL. 'A' WOOD BEAM AS WELDED TO COL.;SEE NOTED ON PLAN GAP PL. DETAILS PROVIDE GOLD JOINT EXIST. P. CONC. SLAB 2 NEW 3-I/2" O.D. SOH 40 AT GONG. SEAMS (TYP) (PATCH AS REO'D) NEW BASE PLATE 'A' HOT DIP GALV. STL. COL. y4 WELDED TO COL.;SEE (ASTM A123) AS PER BASE PL. DETAILS FOR FOUND. PLAN BY SIMS O O BOLTING STEEL (OR EQUAL) ° PAGE: O.D. 5GH. 40 HOT EXIST. P.GONG. SLAB DIP GALV. STL. COL. PROVIDE GOLD JOINT (PATCH AS REOV) G_Ji ° Lam• ° AT GONG. SEAMS TYP .� .� (ASTM A125) AS PER ( -_=a ----- ----- ---- -401m00 PLAN HELDED TO PL. ° a _ 8"x8"x5/8" THK. • I� 1 - ° • ° STL. BASE PL. ° _ ° �J4 ��� • • ° EXIST. 6RAYEL ---_— —___— •--_-- '—�_—_ I ° v BASE a. DATE: 03/23/22 12 OF 15 OO O (4) 1/2" HOOKED ANCHOR 4, ° _ NEW(5) #5 HOR REBAR TOP EXIST. GRAVEL m— BOLTS EMBEDDED INTO NEW (8) #5 HOR. REBAR TOP •° • ° , BASE ° • ° ° _ t-_———_——— d BOTTOM (I6 TOTAL) ° ° _____ 3 BOTTOM (1 O TOTAL) FOOTING MIN. 4" w/ OVERSIZED ---�W ——— ` _� ° EXIST.FILL RUNNING PERPENDICULAR I 48"NLONG FACE OF FTGR TO .., WASHER AND END NUT SETUP nl To 84" LONG FACE OF FTC. Al , 11 • NEW 30"x30"xI5' �A ' DEEP P. GONG. PAD ° �� NEW(4) #5 HOR. ' �E, c/, FTC. (MIN. 4,000 PSI) REBAR UPON (4) #5 HOR. REBAR (8 TOTAL) NEyI 84 x48x18" DEEP t,f� J, ��� r " EXIST. FILL C.') �j` BASE PLATE BOTTOM OF FOOTING SHALL BEAR UPON SOIL P. GONG. PAD FTC. BOTTOM OF FOOTING SHALL BEAR UPON SOIL V-O" MIN. BELOW GRADE;EXTEND FOOTING (MIN. 4,000 PSI) 3'-O" MIN.BELOW GRADE;EXTEND FOOTING Q c �• - � 7, -,�; BENEATH SLAB TO THIS DEPTH AS REO'D BENEATH SLAB TO THIS DEPTH A5 REQ'D g STEEL COL. 30 x30 x 18 1=T0. l� T I L STEEL COL. 8� x48 x2�- PTO. DETAIL . = -� STEEL COLUMN GAP 5ASE PLATE I7ETA I LS A-401.00 A-401.00 ,T . A-401.00 50ALE: 5" = 1'-0" SCALE: 5/4" = 1'-0" SCALE: 5/4" = 1'-0" .......-�'� "' GENERAL 5YM50L i< � 0) a � EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT W Z O WOOD FRAME (L.G. 5TL. WHEN APPLICABLE) EXISTING TO REMAIN Lu � � NEW FOUNDATION WALL NEW WOOD FRAME (L.G. Q W }: 5TL. WHEN APPLIGABLE) Z NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL = Z WOOD FRAME (L.G. 5TL. 0 POST FOR 4" WALLS J }' WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL LO J P05T FOR 6" WALLS), U.O.N. M O O NEW 2-HR FIRE RATED Q WOOD FRAME (L.G. 5TL. U) cr WHEN APPLICABLE) }- T m Z O � O 5TRUOTURAL PLAN NOTES Z � Q w J O SINGLE SPAN STRUCTURAL MEMBER: m STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS AGR055 MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY Z 0) vq ABOVE INDICATED POSTS. vq TYP. STL. COL.: O2 O 3-1/2" O.D. 5G Z �H 40 HOT DIP GALV. 5TL. COL. (A5TM A123) 4 BY 51M5 STEEL (OR EQUAL);PROVIDE 4" THK. FILLET Q Z vi WELD5 JOINING COL. TO SUPPORTING/SUPPORTED STEEL It N BM.,WHEN APPLICABLE. LL Lu J015T HANGER5 (STEEL FLUSH BEAM):O N _ �PROVIDE SIMPSON BA2.56/11.55 TOP FLANGE J015T HANGER 0 ® EACH F.J. OA5.12/11.88 HANGERS AT DBL. J015T5). WELD HANGERS TO STEEL BEAM PER MANUFACTURER O SPECIFICATIONS(SEE 2019 SIMPSON STRONG-TIE WOOD CONSTRUCTION CONNECTORS PACES 162-164 b BULLETIN "T-,-WELDUPLFTI I". PROVIDE 51MP50N HOLTV HANGER AT INDICATED BEAM LLJ O CONNECTION;WELD HANGER TO STEEL BEAM PER w MANUFACTURER SPECIFICATIONS (5EE 20111 SIMPSON 5TRON0-TIE WOOD CONSTRUCTION CONNECTORS PAGES 162-164 E BULLETIN "T-G-WELDUPLFTIel". PROVIDE 51MP50N HB HANGER AT INDICATED BEAM V W H !�5 CONNECTION;WELD HANGER TO STEEL BEAM PER () MANUFACTURER SPECIFICATIONS (SEE 201q 51MP50N = J 5TRONG-TIE WOOD CONSTRUCTION CONNECTORS PAGES Q J 162-164 S BULLETIN "T-G-WELDUPLFTI9". O6 5" SQUARE STRUCTURAL PERMAGA5T COLUMN — NEW 7571.15"xI1.8"T5" G.P. NEW(3j1."15"xIL8T5"6.P. 2.OE LVL DROPPED BM. 2.OE LVL DROPPED BM. \ O NEW 4"x5" ALUM. DOWNSPOUT (TYP.) (I tL IL IL ? ? IL \\ QQ Qr O NEW 2"x8" LEDGER BD. SECURED w/(2) O J Q 3� O - 5/5"(P x 5 H.D.O. LAG BOLTS ® I6 O.G.; O8 GUTTER HIGH POINT (TYP.) COORDINATE LEDGER BD. HOT. TO ENSURE F E W W ' z ® ALIGNMENT OF NEW d EXIST. FLOORS ABOVE ® m W K EXISTING STRUCTURAL MEMBERS NOTE: W W 1 THE ORIENTATION i 51ZINO OF VARIOUS EXISTING STRUCTURAL MEMBERS HAVE BEEN ASSUMED. CONTRACTOR _ _ ._ — _ \\ SHALL V.I.F. EXIST. MEMBER SIZING d ORIENTATION AS PER FOUNDATION d STRUCTURAL PLANS. CONTACT ARCHITECT —- - - - -— —- - - -— SHOULD ANY DEVIATIONS BE OBSERVED. NEW(2) 1."15"xll.8"15" NEW (2) I.-f5"xll.8'15" G.P. 2.OE LVL HDR G.P. 2.OE LVL HDR Ip I 1 Lu tu Iry N U N n cyO V (ry QO 0. v 0 �ln 40 1 �� �IQ$ Qp .pn�w� v� Iz � ® In u0 U ! rWT � ® N � 1JQ ® �m0 N? X u - PROVIDE DOUBLE AJ520 II-'1/8" x XLL W dJ x W O F.J. BENEATH KING STUDS OF `� IL in O W d� t'n ~ NEW 2ND FL. HEADERS AT W �j INTERIOR BEARING WALL5. LL � N m O ALTERNATIVELY,(1) I.715"x11.8"15" r .IL Q K nL G.P. 2.OE LVL MAY BE -1.,, SISTERED TO EXIST. F.J. AT J -a THESE LOCATIONS. 1 � 3 4 3 NEW(2) 2"xl0" HDR 2 SPANNING BETWEEN NEW WI2x53 A36 NEW WI2x53 A56 EXIST. WALLS 1•L' A"�NT ST� +�N�� NEW(3) N Q 5 5 2 Q 2"x4" �.I ID ) P05T TO Q,I N t M 7 O FLU5H BM. tn m p F J� JQ� Wo Lu ��ing n z ' OR O� in-1 0 N N N c) O �OlO Q= 0Olp �4w d ® t(i V r~ 2 V� r~ 2 K N� 40 �z< ro ® �ZQ xL ~ 1 W al inQN NIL NZ� ^� �2� H ® r'0- W d� fNIQ Kc0I 0 XW n� W � � m W Z tu zryl Wpm Z �m 1 r z 2 PROJECT: z- k! 1 BRADFORD 'K= RESIDENCE I�n NEW(2) NEW(2) NEW(2) i NEW(2) 2"xa" HDR 2"x5" HDR 2"x5"_HDR 2"x5" HDR 3705 BAYSHORE ROAD GREENPORT NY 11944 NEW (3) NEW(2) I.T5"Alb-15" G.P. 2.OE N N Ip 2"x6" LVL FLUSH BM. (BENEATH DRAWING TITLE: j NEW 2"x8" G.J. ® I6" O.G. N P05T TO BATHROOM WALL ABOVE) w/SIMPSON LUS26 HANGER FLUSH BM. PROPOSED STRUCTURAL PLAN 6 6 PAGE: FROFOSEI7 FIRST FLOOR STRUOTURALL PLANS-1.01.000 50ALE: 114" = I'-O" DATE: 03/23/22 13 OF 15 6 pSD ARG