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HomeMy WebLinkAbout48161-Z o�OS�FFfJI Town of Southold 8/4/2023 a R P.O.Box 1179 o _ 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44371 Date: . 8/4/2023 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1225 West Ln., Southold SCTM#: 473889 Sec/Block/Lot: 88.-6-9 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/21/2022 pursuant to which Building Permit No. 48161 dated 8/10/2022 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is,issued is: additions and alterations, including covered front porch and rear deck,to existing single-family dwelling as applied for. The certificate is issued to Garvin, Sean&Audrey of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 48161 7/5/2023 PLUMBERS CERTIFICATION DATED 7/5/2023 N Nd Piecu Au or a Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT x TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 48161 Date: 8/10/2022 Permission is hereby granted to: j Garvin, Sean 9 Waldo Ln' Manhasset, NY 11030 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 1225 West Ln., Southold SCTM #473889 Sec/Block/Lot# 88.-6-9 Pursuant to application dated 6/21/2022 and approved by the Building Inspector. 1 To expire on 2/9/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $745.60 CO-ADDITION TO DWELLING $50.00 Total: $795.60 Build Inspector Of SOUTyo! � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �e sean.devlin(aD-town.southold.ny.us Southold,NY 11971-0959 �0 �ycOUNTV,N BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Sean Garvin Address: 1225 West Ln city:Southold st: NY zip: 11971 Building Permit#: 48161 Section: $$ Block: 6 Lot: 9 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Platinum East Electric License No: 34091 ME 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. 50 Ceiling Fixtures Bath Exhaust Fan 3 Service 3 ph Hot Water Gas GFCI Recpt 5 Wall Fixtures 5 Smoke Detectors 2 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 33 CO2 Detectors Sub Panel A/C Blower 2 Range Recpt Gas Ceiling Fan 3 Combo Smoke/CO 2 Transfer Switch UC Lights Dryer Recpt 30A Emergency StrobeHeat Detectors Disconnect Switches 35 4'LED Exit Fixtures Sump Pump Other Equipment: Fridge, Oven, Micro / Hood, DW, Floor Heat, ERV, W/D, Mini Fridge, 200A Panel 40 Circuit/ 36 Used Notes: Two Story House � Inspector Signature: Date: July 5, 2023 S.Devlin-Cert Electrical Compliance Form Town Hall Annex Telephone(631)76. 54375 IKaio Rood. Fax(631)765-9: P.O.Boa 1179 G SouthoKINY 11971-6959 BUII.D3NG DEPARTMENT TOWN OAC' SOUMOLD 1 ) JUL 1 0 2023 FURMING DEPT. CERTIFICATION Irate: 02 BuildwgPenuitNo. CW 1 Owner. (Fl ) Plumber. 2.1-er-LA, C( 1 (I' lam) I coafy dlmt the solder used in the water supply systm contams less ffiaa 2110 of 1% lead. (Plifiabew Sime) OM to before me this slag of Gl_1 24)721 �7 Q_USAN A.RIZZO r`� nifli=sr'I Public.Stae fl' York No.a i RlS i 83459 ESu in�:i r.SLal rlx Count,_ fflff� Commission F%.p res,iviaYC,117, 2 Notary Public, Count} OE SOUIyO� - - # # TOWN OF SOUTHOLD BUILDING DEPT. courm, 631-765-1802 INSPEC 7ROUG- ON [ ] FOUNDATION 1ST H PLBG. [ ] OUNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING /STRAPPING_v [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS:nn top,& Vvd (w DATE 'ZDL INSPECTOR �o�apF SOUTyO� ���1 r 2 2� �e� �•I * TOWN OF SOUTHOLD BUILDING DEPT. cou631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION >IaLECTRICAL (ROUGH) ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: r DATE � � INSPECTOR rZAV so TOWN OF SOUTHOLD BUILDING DEPT. Coum, 631-765-1802 INSPECTION UG FOUNDATION 1ST !H PL13G. FOUNDATION 2ND SULATIOWCAULKING FRAMING/STRAPPING [;FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION PRE C/O [ I RENTAL REMARKS: z <Z Xw�� CAA-� V(-4,.k k(�, 40(�� GA77 DATE INSPECTOR"y o��OE SOUT6° TOWN OF SOUTHOLD BUILDING DEPT. co 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) LECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: tL,4fO r � DATE 12,3 INSPECTOR _IRCHITECT MARK SCHWARTZ &ASSOCIATES 28495 IMain Road•PO Box 933•Cutchoguc, NY_11935 631.734.4185 www.mksarchitcct.com August 02,2022 Southold Town Building Department 54375 Main Road Southold,New York 11971 Re: Garvin Property 1225 West Lane Southold,New York To whom it may concern, We have updated our site plan to include existing septic location and had system covers exposed. The precast septic system is in serviceable condition and to code for a 3 Bedroom House. Please call this office with any questions you may have. Sincerely, Mark Schwartz / AR AIA Member American itlStill.ile of Architecture Building Envelope and Duct Tightness Report 2018 IECC as amended by the 2020 New York State Supplement,sections 402.4.1.2 and 403.3.4 Address of Test 1225 West Lane,Southold NY 11971 Test Date 7/11/2023 Building Permit#: 48161 i -- r-,� a� mPliance Pathway Performance Test Completed by : Christopher Silviat� Rater ID# 4150294 Home Energy Solutions ;' ,MATE 1D# 187 East Main Street JUL 1 3 2023 - ICC ID# Huntington,NY-11743 BPI# 631-673-0664 ELUDING DEQ TV Building Envelope Tightness Volume Calculation : Check if: Floor Area Volume ❑ Conditioned Basement Basement 0 ❑Conditioned Crawl Space 1 St 1088 8706 Q Sealed Attic d n 2 534 4696 *The conditioned floor area of dwelling is calculated in 3rd 0 accordance with ANSI Z76S, except that conditioned floor Attic 4895 area includes areas where the ceiling height is less than 5 Total Volume 18297 t' CFM @50 pa 780 Air changes/hr 50 p 2.56 Code Compliance: Pass Duct Tightness: Post Construction Tes - otal Duct Leakage System-1: Within Condition Space Duct Location Conditioned Space Floor Area Leakage CFM @ 25pa N/A CFM/100 ft CFA N/A Code Compliance: Exempt System-2: Within Condition Space Duct Location Conditioned Space Floor Area Leakage CFM @ 25pa N/A CFM/100 ft'CFA N/A Code Compliance:I Exempt System-3: Duct Location Floor Area Leakage CPM @ 25pa CFM/100 ftZ CFA Code Compliance: All building envelope tightiness testing has been verified using instruments and procedures specified in ASTM E1827 as required by 2018 IECC as amended by the 2020 New York State Suppier;ient, section 402.4.1.2.The building duct and plenum system has been verified as required by the 2018 IECC as amended by 2020 New York State Supplement,Section 4033.4. d' Date: 7/11/2023 Signature: '��'`,;� � � �, .� Christop ier Silvia,glome Energy Solutions I I nl I. i. �' ►;�� }' Load Short Form Job: 1225 West Lane Date: 10/24/2022 Y Entire House By: Jonathan Vasquez Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.mm Project • • For: 1225 West Lane, Southold, NY 11971 Design Information Htg Clg Infiltration Outside db(°F) 8 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 64 9 Fireplaces 1 (Average) Daily range - M Inside humidity(%) 35 52 Moisture difference(gr/Ib) 34 28 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 OF Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) AHWAST FLOOR 1172 22734 11654 800 600 AHU2-2ND FLOOR 537 10208 5059 400 400 Entire House 1709 32942 16566 1200 1000 Other equip loads 7035 989 Equip.@ 1.00 RSM 17555 Latent cooling 2889 TOTALS I 1709 I 39977 I 20444 I 1200 I 1000 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft- 2022-Oct-2613:48:48 - Right-Suite®Universal 2021 21.0.08 RSU20822 Page 1 Z�_Clk ...s JobM1225 West Lane\1225 West Lane ManJSD.rup Calc=MJ8 House Front faces: S 1-1��n-1 E L.N 1: 1,,G y Load Short Form Job: 1225 West Lane Al L U'1 1 0 n Date: 10/24/2022 A HU 1-1ST FL 0 OR By: Jonathan Vasquez Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysoluti°ns.com Project • • For: 1225 West Lane,Southold,NY 11971 Design Information Htg Clg Infiltration Outside db(°F) 8 84 Method Simplified Inside db(OF) 72 75 Construction quality Tight Design TD(°F) 64 9 Fireplaces 1 (Average) Daily range - M Inside humidity(%) 35 50 Moisture difference(gr/lb) 34 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Trane Make Trane Trade TRANE Trade TRANE Model S9Xl B04OD3PSB** Cond 4TTR6018J1 AHRI ref 203862603 Coil 4MXCB004AC6HCA+S9X1 B040D3PSB AHRI ref 204724958 Efficiency 96 AFUE Efficiency 13.0 EER, 16 SEER Heating input 40000 Btuh Sensible cooling 12600 Btuh Heating output 39000 Btuh Latent cooling 5400 Btuh Temperature rise 44 OF Total cooling 18000 Btuh Actual air flow 800 cfm Actual air flow 600 cfm Air flow factor 0.035 cfm/Btuh Air flow factor 0.051 cfm/Btuh Static pressure 0.70 in H2O Static pressure 0.70 in H2O Space thermostat Load sensible heat ratio 0.80 ROOM NAME Area Htg load CIO load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) LIVING ROOM 287 4620 2768 163 142 MUDROOM 87 2957 1021 104 53 MECHANICAL 82 0 0 0 0 MASTER BEDROOM 218 7555 3677 266 189 MASTER BATH 76 1764 791 62 41 POWDER 22 0 0 0 0 KITCHEN/DINING 400 5839 3396 205 175 Calculations approved by RCCA to meet all requirements of Manual J 8th Ed. -t wrightsoft 2022-Oct-2613:48:48 ..�.,,„...,..-..., Right-Suite®Universal 202121.0.08 RSU20822 Paget ACCk ...s JobM1225 West Lane\1225 West Lane ManJSO.rup Calc=MJ8 House Front faces: S AHIJ1-1ST FLOOR 1172 22734 11654 800 600 Other equip loads 4577 1415 Equip. @ 1.00 RSM 13069 Latent cooling 3277 TOTALS I 1172 I 27311 i 16346 i 800 I 600 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. t wrightso t" 2022-Oct-2613:48:48 w.....n.®.-, Right-Suite®Universal 2021 21.0.08 RSU20822 Page 3 XCA ...s Jobs11225 West Lane11225 West Lane ManJSD.rup Calc=MJ8 House Front faces: S I I N1 L I. N I_ I:G Load Short Form Job: 1225 West Lane I L: i 11.f > Date: 10/24/2022 =r......,.,. A HU2-2ND FLOOR By: Jonathan Vasquez Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0884 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project For: 1225 West Lane, Southold, NY 11971 Design In • • Htg Clg Infiltration Outside db(°F) 8 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 64 9 Fireplaces 1 (Average) Daily range - M Inside humidity(%) 35 53 Moisture difference(gr/Ib) 34 26 HEATING EQUIPMENT COOLING EQUIPMENT Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric-INVERTER Trade Mitsubishi Electric-INVERTER Model SUZ-KAl2NAHZ Cond SUZ-KAl2NAHZ AHRI ref 206328084 Coil PEAD-Al2AA7 AHRI ref 206328084 Efficiency 11 HSPF Efficiency 14.1 EER, 19.3 SEER Heating input Sensible cooling 8400 Btuh Heating output 15000 Btuh @47°F Latent cooling 3600 Btuh Temperature rise 34 OF Total cooling 12000 Btuh Actual air flow 400 cfm Actual air flow 400 cfm Air flow factor 0.039 cfm/Btuh Air flow factor 0.079 cfm/Btuh Static pressure 0.40 in H2O Static pressure 0.40 in H2O Space thermostat Load sensible heat ratio 0.79 Capacitybalance point=15 OF ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) BEDROOM 2 177 3268 1294 128 102 HALL 81 1313 1271 51 101 BATH 55 1416 829 56 66 BEDROOM 1 224 4211 1665 165 132 AHU2-2ND FLOOR 537 10208 5059 400 400 Other equip loads 2458 636 Equip. @ 1.00 RSM 5695 Latent cooling 1541 TOTALS 1 537 I 12666 I 7236 1 400 I 400 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ti wrightsof - 2022-Oct-2613:48:48 �- Right-Suite®Universal 202121.0.08 RSU20822 Page ACCA ...s JobM1225 West Lane\1225 West Lane ManJSD.rup Calc=MJ8 House Front faces: S Basement 7,. CRAWL 7„ 6" ,I 22 x 8 I 8X8 6„ 12X8 8x 00 x 00 6" 7, Mechanical Legend Sheet Metal Supply Trunk Sheet Metal Return Trunk --Flex Duct _ Supply GrilletRegister 7" - ------------------ -------- --- --- ------------ ___ GrillelRegister Above Wall Grille/Register Job#: 1225 West Lane Home Energy Solutions Scale: 1 : 66 Performed by Jonathan Vasquez for: Page 1 187 E Main St Right-Suite®Universal 2021 1225 West Lane Huntington,NY 11743 21.0.08 RSU20822 Southold,NY 11971 Phone:631-673-0664 2022-Oct-26 13:48:55 home-energysolutions.com gdlamay3@gmail.com t Lane11225 West Lane ManJSD.rup 1st Floor MUDRODM 103 cfin iE 104 cfin POWDER KITCHEN/DINING 103 cfm MASTER BATH 800 cfm 62 din CL 22�x 8 18x8 LIVING ROOM 81 cfm MECHANICAL 133 cfm ® 81 dm MASTER BEDROOM Mechanical Legend Sheet Metal Supply Trunk 1 i Sheat Metal Return Trunk Flex Dud �_- CEM 133cfin Supply Grille/Register ._' GrillelRegister Above. F Wall Grille/Register Job#: 1225 West Lane Home Energy Solutions Scale: 1 :66 Performed by Jonathan Vasquez for: Page 2 187 E Main St RightSuite®Universal 2021 1225 West Lane Huntington,NY 11743 21.0.08 RSU20822 Southold,NY 11971 Phone:631-673-0664 2022-Oct-26 13:48:56 home-energysolutions.com gdlamay3@gmail.com ...t Lane\1225 West Lane ManJSD.rup _ i 2nd Floor 82 cfm I BEDROOM 1711 I BATH 12 x 8 82 cfm 101 cfm 10x8 7" 7" HALL 6° 8 x 8 66 cfm 400 cfm y 64,16m 6" I 64 cfm BEDROOM 2 Mechanical Legend - Sheet Metal Supply Trunk I; :i Sheet Metal Return Trunk Flex Duct-------- __ i Supply Grille/Register CIMIelRegister Above a=D Ems. Niall Grille/Register Job#: 1225 West Lane Home Energy Solutions Scale: 1 : 66 Performed by Jonathan Vasquez for: Page 3 187 E Main St RightSuite®Universal 2021 1225 West Lane Huntington,NY 11743 21.0.08 RSU20822 Southold,NY 11971 Phone:631-673-0664 2022-Oct-26 13:48:56 home-energysolutions.com gdlamay3@gmail.com t Lane11225 West Lane ManJSD.rup 1-1 Ot, 1.N1 1: N I- It G Y Manual S Compliance Report Job: 1225 West Lane p p Date: 10/24/2022 A H U 1-1ST FLOOR By: Jonathan Vasquez Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 1225 West Lane, Southold, NY 11971 Cooling Equipment Design Conditions Outdoor design DB: 84.0°F Sensible gain: 13069 Btuh Entering coil DB: 77.6°F Outdoor design WB: 71.2°F Latent gain: 3277 Btuh Entering coil WB: 64.4°F Indoor design DB: 75.0°F Total gain: 16346 Btuh Indoor RH: 50% Estimated airflow: 600 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Trane Model: 4TTR6018J1+4MXCB004AC6HCA+S9X1B040D3PSB Actual airflow: 600 cfm Sensible capacity: 12600 Btuh 96% of load Latent capacity: 5400 Btuh 165%of load Total capacity: 18000 Btuh 1101/oof load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 8.0°F Heat loss: 27311 Btuh Entering coil DB: 64.4°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Prop furnace Manufacturer: Trane Model: S9X1 B040D3PSB** Actual airflow: 800 cfm Output capacity: 39000 Btuh 1431/o of load Temp. rise: 44 OF Meets all requirements of ACCA Manual S. wrightsoft„ 2022-Oct-26 13:48:48 Right-Suite®Universal 2021 21.0.08 RSU20822 Page 1 ACCA ...s JobsN225 West Lane11225 West Lane ManJSD.rup Calc=MJ8 House Front faces: S I-I®R n1 is L: N I. R G )' Manual S Compliance Report Job: 1225 West Lane i i_ i- i,, ti Date: 10/24/2022 a- A HU2-2ND FLOOR By: Jonathan Vasquez Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 1225 West Lane,Southold, NY 11971 Cooling Equipment Design Conditions Outdoor design DB: 84.0°F Sensible gain: 5695 Btuh Entering coil DB: 76.6°F Outdoor design WB: 71.2°F Latent gain: 1541 Btuh Entering coil WB: 64.6°F Indoor design DB: 75.0°F Total gain: 7236 Btuh Indoor RH: 53% Estimated airflow: 400 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Mitsubishi Electric Model: SUZ-KAl2NAHZ+PEAD-Al2AA7 Actual airflow: 400 cfm Sensible capacity: 10595 Btuh 186%of load Latent capacity: 1705 Btuh 111%of load Total capacity: 12300 Btuh 170%of load SHR: 86% Heating Equipment Design Conditions Outdoor design DB: 8.0°F Heat loss: 12666 Btuh Entering coil DB: 65.9°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Mitsubishi Electric Model: SUZ-KAl2NAHZ+PEAD-Al2AA7 Actual airflow: 400 cfm Output capacity: 14566 Btuh 115%of load Capacity balance: 15 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Meets all requirements of ACCA Manual S. wright:soft- 2022-Oct-2613:48:48 Right-Suite®Universal 202121.0.08 RSU20822 Paget ACCA „.s Jobs11225 West Lane\1225 West Lane ManJSD.rup Calc=MJ8 House Front faces: S lion N1 L L . I. 1Z c_; 1' Duct System Summary Job: 1225 West Lane ,•-, Date: 10/24/2022 A H U 1-1ST FLOOR By: Jonathan Vasquez 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: 1225 West Lane, Southold, NY 11971 Heating Cooling External static pressure 0.70 in H2O 0.70 in H2O Pressure losses 0.34 in H2O 0.34 in H2O Available static pressure 0.36 in H2O 0.36 in H2O Supply/return available pressure 0.273/0.087 in H2O 0.273/0.087 In H2O Lowest friction rate 0.062 in/100ft 0.062 in/100ft Actual air flow 800 cfm 600 cfm Total effective length(TEL) 581 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (13tuh) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln(ft) Trunk KITCHEN/DINING h 2920 103 87 0.063 7.0 Ox 0 VIFx 44.3 390.0 st3A KITCHEN/DINING-A h 2920 103 87 0.067 7.0 Ox 0 VIFx 40.3 370.0 st3 LIVING ROOM h 2310 81 71 0.068 6.0 Ox 0 VIFx 22.5 380.0 st3 LIVING ROOM-A h 2310 81 71 0.062 6.0 Ox 0 VIFx 40.8 400.0 st3A MASTER BATH h 1764 62 41 0.075 6.0 Ox 0 VIFx 17.8 345.0 st3 MASTER BEDROOM h 3777 133 95 0.076 7.0 Ox 0 VIFx 21.0 340.0 st4 MASTER BEDROOM-A h 3777 133 95 0.077 7.0 Ox 0 VIFx 24.5 330.0 st4 MUDROOM h 2957 104 53 0.071 7.0 Ox 0 VIFx 30.5 355.0 st3 Supply • Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st3 Peak AVF 534 411 0.062 801 11.9 8 x 12 ShtMetl st2 st2 Peak AVF 800 600 0.062 800 13.5 8 x 18 ShtMetl st4 Peak AVF 266 189 0.076 598 9.0 8 x 8 ShtMetl st2 st3A Peak AVF 184 159 0.062 414 11.9 8 x 8 ShtMetl st3 -P�t- wright!s®ft- 2022-Oct-2613:46:48 Right-Suite®Universal 202121.0.08RSU20822 Pagel ACCT. ...s Jobs11225 West Lane11225 West Lane ManJSD.rup Calc=MJ8 House Front faces: S Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk rb1 Ox 0 800 600 140.5 0.062 655 16.0 8x 22 ShMt wraghtsof�„ 2022-Oct-2813:48:48 Rig ht-Suite®Universal 2021 21.0.08 RSU20822 page 2 ACrC+A ...s Jobs11225 West Lane11225 West Lane ManJSD.rup Calc=MJ8 House Front faces: S l►�*,�a 1- 1 1 l;�a 1' Duct System Summary Job: 1225 West Lane s•t,i. i I+7 Date: 10/24/2022 A HU2-2ND FLOOR By: Jonathan Vasquez 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: 1225 West Lane, Southold, NY 11971 Heating Cooling External static pressure 0.40 in H2O 0.40 in H2O Pressure losses 0.19 in H2O 0.19 in H2O Available static pressure 0.21 in H2O 0.21 in H2O Supply/return available pressure 0.155/0.055 in H2O 0.155/0.055 in H2O Lowest friction rate 0.089 in/100ft 0.089 in/100ft Actual air flow 400 cfm 400 cfm Total effective length(TEL) 235 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 BATH c 829 56 66 0.096 6.0 0x0 VIFx 12.0 150.0 st1A BEDROOM 1 h 2105 82 66 0.104 7.0 Ox 0 VIFx 4.5 145.0 st1 BEDROOM 1-A h 2105 82 66 0.089 7.0 0x0 VIFx 19.0 155.0 st1A BEDROOM 2 h 1634 64 51 0.091 6.0 Ox 0 VIFx 10.3 160.0 st1 BEDROOM 2-A h 1634 64 51 0.117 6.0 Ox 0 VIFx 7.8 125.0 st1 HAIL c 1271 51 101 0.110 7.0 Ox 0 VIFx 1 6.3 135.0 st1 SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st1 Peak AVF 400 400 0.089 720 8.8 8 x 10 ShtMetl st1A Peak AVF 138 131 0.089 311 8.8 8 x 8 ShtMetl st1 TableReturn Branch Detail Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Mad Trunk rb2 Ox 0 400 400 61.0 0.089 600 12.0 8x 12 ShMt - - oewr3g11!>t��ft^ 2022-Oct-26 13:48:48 Right-Suite®Universal202121.0.08 RSU20822 Page JobM1225 West Lan01225 West Lane ManJSD.rup Calc=MJ8 House Front faces: S r ' Ir74r,Or r �• it IL o ..� m-I-m _ �J r4 i 1 s s .Iei�awoH .� ►�anlll, - - IJAN IL ��adn�, Iw 1 r' I Y : � 1 'l. 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I _ '' � � c T- r„ r/ Load Short Form ;) wa [ 'Job: 1225 West Lane , date: 10/24/2022 Entire House �� o� I jfy: Jonathan Vasquez Home Energy Solutions 2022 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project For: 1225 West Lane, Southold, NY 11971 Design In • • Htg Clg Infiltration Outside db(°F) 8 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 64 9 Fireplaces 1 (Average) Daily range - M Inside humidity(%) 35 52 Moisture difference(gr/Ib) 34 28 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 OF Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) AHU 1-1ST FLOOR 1172 22734 11654 800 600 AHU2-2ND FLOOR 537 10208 5059 400 400 Entire House 1709 32942 16566 1200 1000 Other equip loads 7035 989 Equip.@ 1.00 RSM 17555 Latent cooling 2889 TOTALS I 1709 I 39977 I 20444 1200 I 1000 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigghtscoft 2022-Oct-2613:48:48 Right-Suite®Universal 2021 21.0.08 RSU20822 Page 1 XC*. ...s Jobs11225 West Lane11225 West Lane ManJSD.rup Calc=MJ8 House Front faces: S I ICA M L LIN I: R G Load Short Form Job: 1225 West Lane Date: 10/24/2022 A H U 14 S T FL 0 0 R By: Jonathan Vasquez Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631.673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project For: 1225 West Lane, Southold, NY 11971 Design In • • Htg Clg Infiltration Outside db(°F) 8 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 64 9 Fireplaces 1 (Average) Daily range - M Inside humidity(%) 35 50 Moisture difference(gr/Ib) 34 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Trane Make Trane Trade TRANE Trade TRANE Model S9X1B040D3PSB** Cond 4TTR6018J1 AHRI ref 203862603 Coil 4MXCB004AC6HCA+S9X1 B040D3PSB AHRI ref 204724958 Efficiency 96 AFUE Efficiency 13.0 EER, 16 SEER Heating input 40000 Btuh Sensible cooling 12600 Btuh Heating output 39000 Btuh Latent cooling 5400 Btuh Temperature rise 44 OF Total cooling 18000 Btuh Actual air flow 800 cfm Actual air flow 600 cfm Air flow factor 0.035 cfm/Btuh Air flow factor 0.051 cfm/Btuh Static pressure 0.70 in H2O Static pressure 0.70 in H2O Space thermostat Load sensible heat ratio 0.80 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) LIVING ROOM 287 4620 2768 163 142 MUDROOM 87 2957 1021 104 53 MECHANICAL 82 0 0 0 0 MASTER BEDROOM 218 7555 3677 266 189 MASTER BATH 76 1764 791 62 41 POWDER 22 0 0 0 0 KITCHEN/DINING 400 5839 3396 205 175 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. t _pV. Paget wr.ightsoft- 2022-Oct-2613:48:48 ,� r� _..»a.. ,.., Right-Sufte®Universal 202121.0.08 RSU20822 ACC& ...s Jobs11225 West Lane\1225 West Lane ManJSD.rup Calc=MJ8 House Front faces: S AHWAST FLOOR 1172 22734 11654 800 600 Other equip loads 4577 1415 Equip. @ 1.00 RSM 13069 Latent cooling 3277 TOTALS l 1172 l 27311 I 16346 I 800 l 600 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. t wricylhtsoft- 2022-Oct-2013:48:48 .�.,.�_. Right-Su Re®Universal 2021 21.0.08 RSU20822 Page ACGA ...s Jobs11225 West Lane%l225 West Lane ManJSD.rup Calc=MJ8 House Front faces: S I 1®11 C 1_ \ E: 1:.k-; )* Load Short Form Job: 1225 West Lane Date: 10/24/2022 A HU2-2ND FLOOR By: Jonathan Vasquez Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 1225 West Lane, Southold, NY 11971 Design Information Htg Clg Infiltration Outside db(°F) 8 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 64 9 Fireplaces 1 (Average) Daily range - M Inside humidity(%) 35 53 Moisture difference(gr/lb) 34 26 HEATING EQUIPMENT COOLING EQUIPMENT Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric-INVERTER Trade Mitsubishi Electric-INVERTER Model SUZ-KAl2NAHZ Cond SUZ-KAl2NAHZ AHRI ref 206328084 Coil PEAD-Al2AA7 AHRI ref 206328084 Efficiency 11 HSPF Efficiency 14.1 EER, 19.3 SEER Heating input Sensible cooling 8400 Btuh Heating output 15000 Btuh @ 47°F Latent cooling 3600 Btuh Temperature rise 34 OF Total cooling 12000 Btuh Actual air flow 400 cfm Actual air flow 400 cfm Air flow factor 0.039 cfm/Btuh Air flow factor 0.079 cfm/Btuh Static pressure 0.40 in H2O Static pressure 0.40 in H2O Space thermostat Load sensible heat ratio 0.79 Capacitybalance point=15 OF ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (1ft2) (Btuh) (Btuh) (cfm) (cfm) BEDROOM 2 177 3268 1294 128 102 HALL 81 1313 1271 51 101 BATH 55 1416 829 56 66 BEDROOM 1 224 4211 1665 165 132 AHU2-2ND FLOOR 537 10208 5059 400 400 Other equip loads 2458 636 Equip.@ 1.00 RSM 5695 Latent cooling 1541 TOTALS I 537 I 12666 I 7236 I 400 I 400 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. N/r]Igf1tS® " 2022-Oct-26 13:48:48 ,v+ _,,...,.., Right-Suite®Universal 202121.0.08 RSU20822 Page ACC-IN ...s Jobs\1225 West Lane\1225 West Lane ManJSD.rup Calc=MJ8 House Front faces: S Basement 711 7" CRAWL 711 611 t 22x8 t 8x8 6„ 12x8 8x 00 x 6" 711 00 Mechanical Legend Sheet Metal Supply Trunk i;- Sheat Metal Return Trunk ------------T_--- Flex Duct ---- Supply Grille/Register 7" ch -S GriilelRegisterAbove — Fes- Wall Grille/Register Job#: 1225 West Lane Home Energy Solutions Scale: 1 : 66 Performed by Jonathan Vasquez for: Page 1 187 E Main St RightSuite®Universal 2021 1225 west Lane Huntington,NY 11743 21.0.08 RSU20822 Southold,NY 11971 Phone:631-673-0664 2022-Oct-26 13:48:55 home-energysolutions.com gdlamay3@gmail.com ...t Lane\1225 West Lane ManJSD.rup ,4e, 1st Floor MUDROOM 103 cfin® 104 cfin POWDER KITCHEN/DINING 103 cfm MASTER BATH N 800 cfm 62 cfm CL 22x 8 18x8 LIVING ROOM 81 cfm MECHANICAL 133 cfm ® 81 cfm MASTER BEDROOM Mechanical Legend ;. Sheet Metal Supply Trunk Sheat Metal Return Trunk _--- --_—_--_�-----_---- ------Flex_Duct _V---- CEM 133din Supply GrilleJRegister - - - -- –GrillelRegister Above 'Mall GrillefRegister Job#: 1225 West Lane Home Energy Solutions Scale: 1 : 66 Performed by Jonathan Vasquez for: Page 2 187 E Main St RightSuite®Universal 2021 1225 West Lane Huntington,NY 11743 21.0.08 RSU20822 Southold,NY 11971 Phone:631-673-0664 2022-Oct-26 13:48:56 home-energysolutions.com gdlamay3@gmail.com t Lane11225 West Lane ManJSD.rup '40'r _ i 1 2nd Floor 82 cfm I BEDROOM 1 .711 BATH 12x8 82 cfm fl 101 c fftin 10x8 7° 7" HALL V 8 x 8 to 66 cfm 400 cfm y 64 cfm 6° 64 cfm BEDROOM 2 Mechanical Legend U Sheet Metal Supply Trunk li Sheet Metal Return Trunk ---- —�w Flex Duct - Supply GrillelRegister GrillefRegister Above Tom. Wall Grille/Register Job#: 1225 West Lane Home Energy Solutions Scale: 1 : 66 Performed by Jonathan Vasquez for: Page 3 187 E Main St Right-Suite@Universal 2021 1225 West Lane Huntington,NY 11743 21.0.08 RSU20822 Southold,NY 11971 Phone:631-673-0664 2022-Oct-26 13:48:56 home-energysolutions.com gdlamay3@gmail.com It Lane11225 West Lane ManJSD.rup I i,`A,NA i_ i_ N i_ it G Y Manual S Compliance Report Job: 1225 West Lane . Date: 10/24/2022 A H U 1-1ST FLOOR By: Jonathan Vasquez Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project For: 1225 West Lane, Southold, NY 11971 Cooling Equipment Design Conditions Outdoor design DB: 84.0*F Sensible gain: 13069 Btuh Entering coil DB: 77.6°F Outdoor design WB: 71.2°F Latent gain: 3277 Btuh Entering coil WB: 64.4°F Indoor design DB: 75.0°F Total gain: 16346 Btuh Indoor RH: 50% Estimated airflow: 600 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Trane Model: 4TTR6018J1+4MXCB004AC6HCA+S9X1B040D3PSB Actual airflow: 600 cfm Sensible capacity: 12600 Btuh 96%of load Latent capacity: 5400 Btuh 165%of load Total capacity: 18000 Btuh 1101/loof load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 8.0°F Heat loss: 27311 Btuh Entering coil DB: 64.4°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Prop furnace Manufacturer: Trane Model: S9X1 B040D3PSB** Actual airflow: 800 cfm Output capacity: 39000 Btuh 143%of load Temp. rise: 44 OF Meets all requirements of ACCA Manual S. -�- wrieghlsofR" 2022-Oct-2613:48:48 Right-Suite®Universal 2021 21.0.08 RSU20822 Page 1 AOCA ... g s Jobs11225 West Lane11225 West Lane ManJSD.rup Calc=MJB House Front faces: S 1 R Ni i_ I_ �. iz Manual S Compliance Report Job: 1West Lane � � Date: 100 12/2 4!2022 A HU2-2ND FLOOR By: Jonathan Vasquez Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdiamay3@gmail.com Web:home-energysolutions.com Project Information For: 1225 West Lane, Southold, NY 11971 Cooling Equipment Design Conditions Outdoor design DB: 84.0°F Sensible gain: 5695 Btuh Entering coil DB: 76.6°F Outdoor design WB: 71.2°F Latent gain: 1541 Btuh Entering coil WB: 64.6°F Indoor design DB: 75.0°F Total gain: 7236 Btuh Indoor RH: 53% Estimated airflow: 400 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Mitsubishi Electric Model: SUZ-KAl2NAHZ+PEAD-Al2AA7 Actual airflow: 400 cfm Sensible capacity: 10595 Btuh 186%of load Latent capacity: 1705 Btuh 111%of load Total capacity: 12300 Btuh 170%of load SHR: 86% Heating Equipment Design Conditions Outdoor design DB: 8.0°F Heat loss: 12666 Btuh Entering coil DB: 65.9°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Mitsubishi Electric Model: SUZ-KAl2NAHZ+PEAD-Al2AA7 Actual airflow: 400 cfm Output capacity: 14566 Btuh 115%of load Capacity balance: 15 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Meets all requirements of ACCA Manual S. * wrightsoft- 2022-Oct-2813:48:48 SGA .. .„ Right-Suite®Universal 202121.0.08RSU20822 Paget ...s Jobs11225 West Lane11225 West Lane ManJSD.rup Calc=MJ8 House Front faces: S I I On M 1- L \ L It G ), Duct System Summa Job: 1225 West Lane . i i .i I >. • Date: 10/24/2022 T'"" "°°� A H U 1-15 T FLOOR By: Jonathan Vasquez Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmaii.com Web:home-energysolutions.com Project For: 1225 West Lane, Southold, NY 11971 Heating Cooling External static pressure 0.70 in H2O 0.70 in H2O Pressure losses 0.34 in H2O 0.34 in H2O Available static pressure 0.36 in H2O 0.36 in H2O Supply/return available pressure 0.273/0.087 in H2O 0.273/0.087 in H2O Lowest friction rate 0.062 in/100ft 0.062 in/100ft Actual air flow 800 cfm 600 cfm Total effective length(TEL) 581 ft Supply Branch Detail • 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 KITCHEN/DINING h 2920 103 87 0.063 7.0 0x0 VIFx 44.3 390.0 st3A KITCHEN/DINING-A h 2920 103 87 0.067 7.0 Ox 0 VIFx 40.3 370.0 st3 LIVING ROOM h 2310 81 71 0.068 6.0 Ox 0 VIFx 22.5 380.0 st3 LIVING ROOM-A h 2310 81 71 0.062 6.0 Ox 0 VIFx 40.8 400.0 st3A MASTER BATH h 1764 62 41 0.075 6.0 Ox 0 VIFx 17.8 345.0 st3 MASTER BEDROOM h 3777 133 95 0.076 7.0 Ox 0 VIFx 21.0 340.0 st4 MASTER BEDROOM-A h 3777 133 95 0.077 7.0 Ox 0 VIFx 24.5 330.0 st4 MUDROOM h 2957 104 53 0.071 7.0 Ox 0 VIFx 30.5 355.0 st3 SupplyDetail Table Trunk Htg Cig Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st3 Peak AVF 534 411 0.062 801 11.9 8 x 12 ShtMetl st2 st2 Peak AVF 800 600 0.062 800 13.5 8 x 18 ShtMetl st4 Peak AVF 266 189 0.076 598 9.0 8 x 8 ShtMetl st2 st3A Peak AVF 184 159 0.062 414 11.9 8 x 8 ShtMetl st3 wrights®ft- 2022-Oct-28 13:48:48 ^ ...»_,..,.., Right-Suite®Universal 2021 21.0.08 RSU20822 Page 1 ACCk ...s Jobs11225 West LaneN225 West Lane ManJSD.rup Calc=MJ8 House Front faces: S Return Branch Grille Htg Cig TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb1 Ox 0 800 600 140.5 0.062 655 16.0 8x 22 ShMt wrig?1ltsoft- 2022-Oct-2e 13:48:48 r �.,.-.. ..q. , Right-Suite®Universal 202121.0.08 RSU20822 Page t +CA ...s Jobs\1225 West Lane11225 West Lane ManJSD.rup Calc=MJ8 House Front faces: S Duct $ stem SummaryJab: 1225 West Lane y Date: 10/24/2022 A H U2-2ND FLOOR By: Jonathan Vasquez Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com ® • ect Information For: 1225 West Lane, Southold, NY 11971 Heating Cooling External static pressure 0.40 in H2O 0.40 in H2O Pressure losses 0.19 in H2O 0.19 in H2O Available static pressure 0.21 in H2O 0.21 in H2O Supply/return available pressure 0.155/0.055 in H2O 0.155/0.055 in H2O Lowest friction rate 0.089 in/100ft 0.089 in/100ft Actual air flow 400 cfm 400 cfm Total effective length(TEL) 235 ft SupplyDetail Table Design Htg Cig Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (Cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln (ft) Trunk BATH c 829 56 66 0.096 6.0 0x0 VIFx 12.0 150.0 st1A BEDROOM 1 h 2105 82 66 0.104 7.0 Ox 0 VIFx 4.5 145.0 st1 BEDROOM 1-A h 2105 82 66 0.089 7.0 0x0 VIFx 19.0 155.0 st1A BEDROOM 2 h 1634 64 51 0.091 6.0 Ox 0 VIFx 10.3 160.0 st1 BEDROOM 2-A h 1634 64 51 0.117 6.0 Ox 0 VIFx 7.8 125.0 st1 HALL c 1271 51 101 0.110 7.0 Ox 0 VIFx 6.3 135.0 st1 SupplyDetail Table Trunk Htg Cig Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st1 Peak AVF 400 400 0.089 720 8.8 8 x 10 ShtMetl st1A Peak AVF 138 131 0.089 311 8.8 8 x 8 ShtMetl st1 Return Branch Detail • Grille Htg Cig TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Mat[ Trunk rb2 Ox 0 400 400 61.0 0.089 600 12.0 8x 12 ShMt -P�- wrightsoft~ 2022-Oct-2613:48:48 Right-Suite®Universal 202121.0.08 RSU20822 Page JCCK ...s Jobs11225 West Lane11225 West Lane ManJSD.rup Calc=MJ8 House Front faces: S FIELD INSPECTION REPORT DATE COMMENTS JZ ►� oQ � FOUNDATION(1ST) H -------------------------------------- FOUNDATION (2ND) .� z �- di S• N cn ROUGH FRAMING& Al� 1 PLUMBING �N r c. �OC INSULATION PER N.Y. H STATE ENERGY CODE pie V, fro FINAL ti p ADDITIONAL COMMENTS a -Re ctfa 3 aclgec o C Z rn ro S H O z x d ro H �: OLKooGy� TOWN OF SOUTHOLD—BUILDING DEPARTMENT N Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 oy�o ao�� Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtomm.gov a� Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. lJl Building Inspector: ® I 1 JUN 2 12022J�i Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an BUILDING DEPT. TOWN OF SOJTHOLD Owner's Authorization form(Page 2)shall be completed. Date: O(, 1 .3 ZZ- OWNER(S)OF P OPE TY: Name: JC A) (�;.4feV�p SCTM # 1000- Project Address: Z 50 U Phone#: �/6 - 4.,C _ 7 ' Email: aPV in 7 @ m X Mailing Address: CONTACT PERSON: ,,//JJ /^� Name: M t /' ,Z Z — 4 C Mailing Address: G COX G U r 3f Phone#: 4 ' Email: y�K Sa�G�'1 e &o �0n (.,ve •Ael- DESIGN PROFESSIONAL INFORMATION: Name: S Y Mailing Address: Phone#: Email: CONTRACTOR INFORMATION: Name: K/ Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure AAddition XAlteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes%No Will excess fill be removed from premises?Ayes []No 1 PROPERTY INFORMATION Existing use of property: 19ir S Intended use of property: jor Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? E]Yesloo 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. 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 name): Authorized Agent ❑Owner f Ap Signature oplicant: - - Date:- - _d ce . f.�3�2_ _ STATE OF NEW YORK) SS: COUNTY OF being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the G (Contr ,ctor,A ent,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. Sworn before me this 3 day of U1'1'e_o' ,20 22 Notary Public T--IraC L. DWYER rARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 PROPERTY OWNER AUTHORIZATION QUALIFIED IN SUFFOLK COUNTY (Where the applicant is not the owner) COMMISSION EXP[RES JUNE 30,2, I, fq\l0`✓J�� residing at / ZZ bU es l �C 0 do hereby authorize IMO-4 J Gk W to apply on my b alf to the Town of Southold Building Department for approval as described herein. 44= - — L 13 zZ Owne p s Signature Nate Gtf�"I �6 Print Owner's Name 2 �I G DEPARTMENT-Electrical Inspector lei, p o . DEC 15 2022 TOWN OF SOUTHOLD • Town nnex- 54375 Main Road - PO Box 1179 v '� T0VV§yOFs Southold!New York 11971-0959 ®WH Telephone (631) 765-1802 - FAX (631) 765-9502 rogerre-southoldtownny.4ov— seand01southoldtownny.Qov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ali information Required) Date: Company Name: JA,I C . Electrician's Name: K T14- License No.: MC'- 3 yo91 Elec. email: /num eca,Sf :1 hoo' oAn Elec. Phone No: 631- &E Jyj y request An email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All information Required) Name: (�A20,kj Address: r4,41 c- ©;r; - Cross Street: Phone No.: 6",-7) �,S—�j f Bldg.Permit#: q 96 email: Vq. c� Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE42leas# Print Clearly): C9000 SQ F-f— HOS 141 r6-S 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)�J�� Service Size❑1 Ph 73 Ph Size: A #Meters Old Meter# ❑New Service[]Fire Reconnect[]Flood Reconnect❑Service Reconnect❑Underground❑Overhead #Underground Laterals 0 1 2 H Frame Pole Work done on Service? Y MN Additional Information: PAYMENT DUE WITH APPLICATION i3�� � BII� I �V/ JJJ G DEPARTMENT- Electrical Inspector DEC 15 2022 TOWN OF SOUTHOLD 1: Town. : nnex- 54375 Main Road - PO Box 179 TO9iVtal�F�®�E rr outhold;New York 11971-0959 Telephone (631)765-1802-- FAX (631) 765-9502 ~roaerre-southoldtownny.gov- sea nd 01southoldtown ny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ail Information Required) Dater? Company Name: OC ! �C . Electrician's Name: SCC"inie License No.: Mt�- 3 ®91 Elec. email:. YA Elec. Phone No: x,31- &E. 9 V,1A request An email copy ertificate of Compliance Elec. Address.: JOB SITE INFORMATION (Ali Information Required) Name: Address: 4A_lcg Cross Street: Phone No.: i - l Bldg.Permit#: 16. 1 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTA Print Clearly): C9000 �_ T Square Footage: Circle All That Apply: Is job ready for inspection?- YES g!NO E]Rough In Final Do you need a Temp Certificate?: E] YES F�LNO Issued On Temp information• (All information'required) Service Size 0l Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service0 Fire Reconnect[]Flood ReconnectOService Reconnect OUnderground overhead #Underground Laterals 1 2 H Frame Pole Work done on Service? Y F1N Additional Information: PAYMENT DUE WITH APPLICATION 1 2Z -�:>OLCC( 8S -.ems 1o32-a-7 PERMIT # Address: SwitchesOei��**tv ri I' Outlets � � GFI's 5 Surface Sconces HH's - �I l l 33 UC Lts Fans � Fridge � HW Exhaust II Oven W/DG 1 Smokes DW Mini Carbon Micro /` Generator Combo I Cooktop Transfer AC AH Hood Service Amps Have Used Special: G!`V L(D Comments N/O/F MAHLON D.&LILLIAN B.DICKERSON S 670 35'20" E 100.00' 4'POOL F n n PROPOS / �J O �pOCL - PROppgED O ar7 SiOR4GE' 0, z H 10.3' CZ) Q fow -'�„�� q►-� Q Y A ' PROPOSE f STORY �� / 252 j SQUARE FOOTAGE ' .1 ° � i[ximNc °d FENCE AL eOPOSED^mN "°` f = FIRST FLOOR 1173 SQ.FT. O2 4'PRATIONS � SECOND FLOOR 534 SQ.FT. Q / e AY / TOTAL INTERIOR 1707 SQ.FT. u 4'POOL �� 20 7' FENCE f PROP.SOUTH PORCH 51.3 SQ.FT. BE „m - r PROP.NORTH DECK 68.9 SQ.FT 'g Eh0 j � m °12.3. Q PROPOSED POOL 648 SQ.FT. / ---- _ _ / � STORAGE SHED 288 SQ.FT. R I LOTAREA 14,672 SQ.FT. x B 2Np POSED LOT COVERAGE 2,229.2 SQ.FT.or 15.2% a F Z 3 OR11Up-L ADDIT ON - f002 f'�) M is STORM WATER CALCS: s N / ROOF AREA(1173 SF)X 2-RAINIHR(.167')=196 CF N ? s 2-3'X8%hCG 2 � / r 2 U � N 670 35'20" W 100.00' N WEST LANE PROPOSED SITE PLAN SCALE:1"=10'-0" S-2 REVISIONS: 02/10/22 Oa N/O/F MAHLON D . & LILLIAN B . DICKERSON APPROVED AS NOTED �Q S 670 35' 20" E 100.00DATE: B.P.# BY: COiti1P LY WITH ALL CODE.", NOTIFY BUILD!N DEPARTMENT AT NEW YORK STATE & TOWN Gc _ 76::-1802 8 AM TO 4 PM FOR THE AS REQUIRED AND COIVDITi ul FOLLOWING INSPECTIONS: n eF co `o 1. FOUNDATION - TWO REQUIRED co 00 FOR POURED CONCRETE �vi' "� ¢w' yah 2. ROUGH - FRAMING & PLUMBING -Sal Q Q 3. INSULATION ,^ 4. FINAL - CONSTRUCTION MUST �'`U' t ,� ,J6Tc:$ J BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. OCCUPANCY OR 0 USE IS UNLAWFUL Co WITHOUT CERTIFICATE a OF OCCUPANCY �ETAtP15TOROM CHAPTER 236�� 1 'URSUANT T O JF THE TOWN CODE. PLUMBER CERTIFICATION I� ON LEAD CONTENT BEFORE • ti.PLt1MBING.k CERTIFICATE OF OCCUPA pts PLW4421NG WASTE<:,,. SOLDER USED IN WAT WATER LINES NEED & i. 1N .., J cow . .;�r SUPPLY SYST��" C EXCEED 2/10 Q ELECTRICAL c INSPECTION REQUIRED dower door 252' and ductwork . C6 testing required- Must provide Manuals EXISTING Qo D, J and S as per 2T_ 'STORY T_ NYS ,energy Cede ,At exterior lighting 0 � �� � installed,replaced or cv AME retired shall conform Q M fteozHOUSE 7. 1' - chChapter Code �C' W 7' Pq z 20► �.l x 7' 0 Cfl ;t 12.3 Z Z CL Q' c/) Q 0 O 0- 0 rn N cr, m o Ab. }+ `. o cz mob � z x M � v w ON"� M r � °° � N N � u o 00 O N \ v CO (0 Gw3 M M W U N 670 35' 20" W 100 .001 O � NN WEST LANE JUN 2 12022 ' LAN EUILDING DEFT. EXISTING SITE P14)" TC'.-4^JN OF SOUTHOLD SCALE: 1 " = 10'-0' •yJ4 it DRAWN:NK 3 ` ' t , t SCALE:1/4"=1'-0" E JOB#:GARVIN DATE:6/6/2022 SHEET NUMBER: PERMIT SET M ° S - 1 REVISIONS: 02/10/22 N/O/F MAHLON D . & LILLIAN B . DICKERSON S 670 35' 20" E 100 .00' 4' FOOL FENCE cco coMM ` 36, ` J J J FOOL O 87'OpR,4GE Og�D O 0 [--� lLu 3 k SioioC 0 �' '� z C� u pw 0 0 6.3 DECK •/ � od 25.21 � PROPOSED � SQUARE FOOTAGE ' STORY LLI > N PRpPps � ;�,� ApplTl �l ED ;�,N ON FIRST FLOOR 1173 SQ. FT. Z PO � rvc A LTERAT (162 s.�,> O IONS /��� SECOND FLOOR 7. 1. 534 SQ. FT. W Q _ 7. 1� �, TOTAL INTERIOR 1707 SQ. FT. W C � 4 POOL SFDNC O r - - - - �(n 7° PROP. SOUTH PORCH 51 .3 SQ. FT.0 or 60 , o DECD _ W PROP. NORTH DECK 68.9 SQ. FT. o J PROpOSD o 12.3. Z PROPOSED POOL 648 SQ. FT. COVEREFr�- - - - - poRr� 7.3co STORAGE SHED 288 SQ. FT. -/ DW - - - O LOT AREA 14,672 SQ. FT. � P > 3' ROPOSEp �- LOT COVERAGE 2,229.2 SQ. FT. or 15.2% D '` 8 2Np � o . v ��wLL FLOOR c .C) ADDITION (202 � � ocz S-F.) C � M M "ccz .7 . STORM WATER CALCS: �, u Itt N cc ROOF AREA (1173 SF) X 2" RAIN/HR (.167" ) = 196 CF N v vw3 2 - 3' X8 %%C ° M M W uV N 670 35' 20" W 100 .00' OMNI x WEST LAI&N' E u m PROPOSED SITE PLAN ,MCS SCALE: 1 = �10'-0" � z °� �`�►: !� A DRAWN:NK SCALE:114"=P-0" JOB#:GARVIN DATE:6/6/2022 SHEET NUMBER: PERMIT SET S -21 REVISIONS: 02/10/22 Q SEPTIC LINE 28 x 39 28 x 39 ACCESS 2' d O CLC SET 20 m BEDROOM C C C C A7 A7 A7 iv 10'-8" 3' i� 10' co BEDROOM 0 3 28 ' 112 x_52„ X 28 20 0 NBATH 20 ~ 28 _ ACCESS 1 1 3'-9" 2' 20 10'-11'� '-32 N 5-12 CLOSET IN ot 11 24 x 45 x'. SGL 2X8 ON SILL PLATE `. 13-6" 3' C'J @� 14'-10" w ' LL 31'-4" EQ. co 1'-4" EQ. 1'-4" EQ. EXISTING BLOCK WALL LIVING ROOM MECHANICAL w A A Y^A Y A A7 EX.3-2X10 GIRDER KITCHEN W o a U- w EXISTING BLOCK PIER w z cxi EX.2X8 FJ @ 16"O.C. X w � 30 5s 777 DINING 2"-x4 5 CC) FUEL TANK 11'-4" (3)-24 x 45 N0 x Lo '" v C0011 ^ pyV V v CK) U u Lr) U +ci' N � � v ) Q Gw � 0 Eno EXISTING FOUNDATION EXISTING P, W FLOOR PLAN u U IST . O SCALE: 1/4" = 1 '-0" SCALE: 1/4" = 1 '-0" x 4, v, DRAWN:NK SCALE:1/4"=1'-0" JOB#:GARVIN DATE:6/6/2022 ; dF SHEET NUMBER: `�y�' r. , , �4�•lT. PERMIT SET z a F A- 1 REVISIONS: 02/10/22 c Q 10'-4" loe 10'-4" 11 8'-4" �...__ _._.____._ . _� m_m._._ ... � -- --, -- —1,- - - - - - - - - - - _ , (3)2X8 ACQ GIRDER i I r - - - - - - - - I ----- 10"DIA.CONCRE�I`EPfERT I I I CLOSET O W/2' FTG. TBE HOSE BIB I iO (MIN.3'BELOWOW GRADE)I I I I 00 I 0 I I I 1 Q I � � I x I I H4 BAR I 1 5'-111/2" 6'- 01/2 6'-10'/2" 5'-0" x SEPTIC LINE N °� r. I I 12"O.C. I I N go I - J , HOSE BIB - "� r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � I : . I - TW232-2 � 2; 6 2X8 CJ@16"O.C. 2-9Z ML HDR I r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I ACCESS I I VENT/ACCESS? M 0 2-�1 ML HDR I I 1 M U DROOM 26 --- � II O I I I I I � 11 I I I I 1 I 1 1 KITCHEN U II W/D C C C I I O I I 24 o C cfl 1 1 A8 A8 =r==- -, iI N I ► r - - - - - , A8 ^-J A8 ; I NEW ; _ Z I N , I I I BATHC@ I I CRAWL I :;: , 0 � I 0I I I DINING I 1 I I 1 SPACE 1 , 2X6 ACQ SILL PLATE W/TERMITE w I ��� z 11 I - I 1 1 1 ' 1 SHIELD&SILL SEAL N I b w J I �� I r r - - - - r. - 8"PC WALL,DAMP PROOFED 4- - �- I I I I U 16X8 FTG MIN 3'BELOW GRADE N p LL ; _LL 1 p I I I z 1 I I I REINFORCE W/2 #5 REBAR ON II F O 1 1 m I i I 1 1 UNDISTURBED SOIL(VIF)WITH o ; I =F = =uP I I I ` _ 1 I 1 I 1 MIN 3000 PSI COMPACTION w : I �1 _ O I I I I N = -------� ,1F -i L I I I I I — — — — — — — — — - - - - Ir - - B I I I I I �+ B I B ¢ . L-k ,r I Q2 12 B L� A8 1 1 NEW POST ABO E f ACCESSI I AV 1 1 A8 O 3 X 7 1 11 PARALLAM A8 _ _ _ _ _UNDER POST FROM ABOVE- - - - - - - - - - - - - - - - - - L - _ _ _ _ _ _ J I I Z I I I 1 COLUMN I PARALLAM SKYLIGHT I - - - - - - - - , I 1 COLUMN_ _ _ 3- 18 M_L_W/2-3/4 STEEL UPSET GIRDER L _ J I I I 1 - T - — r - -, - - - � - - � - - - - - - 1 CLOSET MASTER p� r - - - - - - - - - - - - - - - - - - - - - - - - - - , H4 BAR @ 1 I I I I I BATH 1 NEW POST ABOVE I 12"O.C. 1 1 v SGL 2X8 ON SILL PLATE 1 , I I f =� PANTRY 2 I I I I 1 o I L _ _ _ _ _ _ — — , I I IL _ _ _ L_ _ _ _ _ _ J Q� kn p I 1 LLtD 1 N H rD 1 I °x° r , 1 r - - - - - - - - � I 1 i N @� 26 26 0 I I I I C x I 1 co co 1 I EXISTING BLOCK WALL 1 I i I 1 I 1 A I , 1 LIVING M N 26 MECHANICAL A 1 1 W ' I I I I A I I 1 A N AQ A8 EX. 3 2X10 GIRDER I I I I I I A8 I I 1 A8 - - - - - - j O I I 1 I I f 1 I I p � 1 I 1 I 1 I I I 1 I I @) I I 1 I I I I I I c/) 2-2X8 J I I ILL I I I I I I I I I x I I KING 30 0 EXISTING BLOCK PIER co I I N 1 1 EX.2X8 FJ @ 16"O.C. I I I I I I I W X o N I I co x I I X I 1 I I I I L - - i-. _ , _ !rN X o N I I W I I I I I I I I a �' I I 3 N L - - _ _ _ _ _ _ _ — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J 1 1 -1 v I I I L - - - - - - - - J I I I N H 2-2X10 HD rn N o 2X8 CJ @ 16"O.C. 2-2X8 HDR t~ ` — — — — — — — — — — — — — — — — —I — — — — — — — — — , I I I I I TW 046-2 ' o m - - — — — J I I COQ o `, v I (� O I I I I I I 2 45 Q r+ v 00 1 . MASTER X Of ¢ xX BEDROOM � tt UNDER POST p v I IFUELANK I ABOVE(VIF) < I I NN r uN W I I I N O X m _ I � - - - - - - - - - - -; ----T I I 1 � � �n N I L - - - J I I I 3-9j ML HDR U %O ,/1� (3)2X8 ACQ GIRDER , L - - - - - - - - - - - - - - - - - - J I I HOSE BIB00 en tt a L ~-- - - - I 1 I (3)-24 x 45 N v W 10"DIA.CONCRETE PIER I 1 IC? I .0 W/2'X2'XI'CONC. FTG. 5-10 (MIN.Y BELOWGRADE) I 1 1'-0" GENERAL 1 f PROVIDE SOLID BLOCKING , I I 7—4tv ol BETWEEN JOISTS UNDER I I 6'-8° 6'-0° 7'-4" I I ALL NEW POSTS I L - - - - - - - - - - - - - - - - 1 - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J 1 V 1 O L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J U) � N U U) PR',,OPOSED FOUNDATION PLAN- PrK"tOPOSED IST . FLOOR PLAN SCALE: 1/4" = V-0" SCALE: 1/4" = V-0" 4r v3� Ns We m� *�• � ter DRAWN:NK ` � F SCALE:1/4"=P-0" E JOB#:GARVIN DATE:6/6/2022 SHEET PE NU S BER: A-21 REVISIONS: 02/10/22 conCC)0 Q Q 2)-18x3° ATTIC T ACCESS N X N C n FIE CLOSET l� l� A7 A7 A7 A7 r T l � W BEDROOM Ll I o X m BATOH� D X N 24 ELL 8"STEP UP IL s a w eL- w a A y A Y^A A � x r L 0 v 0 D D c," 4 Q Q I m o °� p � mom 0 z V X r4 u O60 c V cn +, Lo U 00 N v v v W EXISTI *N' G ROOF PLAN EXISTING 2ND . FLOOR PLAN O SCALE: 1/4" = V-0" SCALE: 1/4" - V-0" W U lu 0 N r` ANX DRAWN:NK •, ..;n`�". r� �' SCALE:1/4"=1'-0" JOB#:GARVIN DATE:6/6/2022 SHEET NUMBER: PERMIT SET .0F. CIE A-3— REVISIONS: 02/10/22 w c� 0 MM J W 2X8 RR @ 16 O.C. 0 Q 2-28x4° CX14 EGRESS 2X8 HDR ATTIC a 2° AC FF F_ cn , o CESS v w N 3Wa co U L N N W III_ `V QUEEN FCLOSET C C C C A8 EX A8 A8 A8 wT BEDROOM 1 EXISTING U�! 2X8 RR @ 16"O.C. CATHEDRAL CEILING? CATHEDRAL CEILING wo 2X8 CJ @ 16"O.C. BATH DOUBLE RR w J 26 w �'N 0X30 SKYLIGHT ¢ SKYLIGHT J J 2-2X8 HDR B B o DOUBLE RR IreB B p ❑ A8 LLLE RR Lj PROPO ED A8 A8 a 10-0 HALL A8 Lu N N 30XHT EXI TING Z a O O w 2-2X8 HDR 2-2 8 HDR 0 04444444 DOUBLE RR EXISTFG 6PROPO L 2 F g 2X12 LAYOVER W Tt F- PLAT of �a O N 2X8 CJ @ 16' O.C.co L/J A 2X8 RR @ 16"O.C. N CUTBACK OR REMOVE EXISTING A A W p I- A A8 REQUIRED A8 A8 /q$ � � 2X8 RR @ 16"O.C. CRt u o 12 97 BEDROOM 2 N9 EXISTING CLOSET CATHEDRAL CEILING L - __1 OVER 2-2X8 HDR EXISTING �, o 1212! 4° cn N v CX14 x 't —7 EGRESS O m u 00 00 CC) EXISTING 0 Q � 4 o L, c Lo U y PROwFow" OSED ROOF PLAN PROPOSED v W s~ 0 2ND . FLOOR PLAN � W SCALE: 1/4" = V-0" SCALE: 1/4" = V-0" u u N U U U) DRAWN:NK SCALE:1/4"_ P-O" rf ! "- JOB#:GARVIN dt����6•r ,�:!; � ,� DATE:6/6/2022 SHEET NUMBER: .OF tie PERMIT SET A-4 REVISIONS: 02/10/22 INN M L EXlSTl *N` " G WEST ELEVATION— EXISTING SOUT ELEVATION r� SCALE: 1/4" = 11-011 SCALE: 1/4" = 11-011 W0 � aW � Wz � a o v � ate, O Lr, :[ 00CZa 00 v C � EXT.LIGHTS W W Ll PwKo" OPOSED WEST ELEVATION PROPOSED SOUTH ELEVATION , um U U 0 N x I � SCALE: 1/4" = 11-011 SCALE: 1/4II = 1 -0II rY DRAWN:NK SCALE:1/4"=1'-0" `✓ �6e 1 t. JOB#:GARVIN DATE:6/6/2022 SHEET HPERMIT SER: T .Q F t1E A- 5 REVISIONS: 02/10/22 FU Hm mr I Ll LLj I I I H I 177 EXISTING EAST ELEVATION EXISTING NORTH ELEVATION SCALE: 1/4" - 1 '-0" SCALE: 1/4" = 1 '-0" W a w z N v : z 1 Lo Lr) Urf cn N v W m EE W U U O PwKm` OPOSED EAk ST ELEVATION PROPOSED NORTH ELEVATIOIN- x U U SCALE: 1/4" = 1 '-0" SCALE: 1/4" = 1 '-0" DRAWN:NK t t F SCALE:1/4"= 1'-0" � 0 F JOB#:GARVIN DATE:6/6/2022 SHEET NUMBER: y or. 1PERMIT SET A-6- REVISIONS: 02/10/22 FM �n EXISTING SECTION A. V 1 SCALE: 1/4" = V-0" w � aW � Wz N v c N v� V c�+7 O O m o v O V ^A� r N cn � v vw3 O w U � d �T� O U0 N EXISTING SECTION B EXISTING SECTION C U SCALE: 1/4" = V-011 SCALE: 1/4 = 1 -0 � t.� / � `��`�i 11 DRAWN:NK A3a SCALE:1/4"=1'-0" JOB#:GARVIN DATE:6/6/2022 tarn �� SHEET PERMIT S NUMBER: A-7 REVISIONS: 02/10/22 F+QST 92 ML RIDGE EXISTING ee' 10. o• 's' � � QC, +\����G 30X30 SKYLIGHT ti EX.2X8 CJ 16"O.C. CRICKET 2X12 9z ML RIDGE LAYOVER PLATE �� FBEDROOM 2 CRICKET Oj15E L CEILING?tiN FIELD 'S)� +�o�� 0 HALL BATH 2X8 RR 16"O.C. s 0C? 2X8 RR �\�G OG- 6-.p 30X30 SKYLIGHT EXISTING 2X8 rL1' CJ @ 16"O.C. CA X.2X8 FJ 16"O.C. 2-71 ML 4-14 X 74 W/ 2X8 CJ 16"O.C. DOUBLE 2X8 3-1/2 PLATE DF#2@16" O.C. MASTER LIVING ROOM BEDROOM MECHANICAL KITCH ❑ IN MASTER �"'� BATH o G EXISTING 2X8 FJ @ 16"O.C. EX.2X8 FJ 16"O.C. r` ti 2X6 ACQ SILL PLATE W/TERMITE SHIELD&SILL SEAL 8"PC WALL,DAMP PROOFED 16X8 FTG MIN 3'BELOW GRADE REINFORCE W/2-#5 REBAR ON UNDISTURBED SOIL(VIF)WITH PROPOSE 'u"' SECTION A MIN 3000 PSI COMPACTION PROPOSED SECTION B- SCALE: 1/4" = 1 '-0" SCALE: 1/4" = 1 '-0" W � � aW N F� +& Ft '(9 11 2X8 RR 16"O.C. OC, C'//�F m � � v C—+ Q r-+ cr) CRICKET 2 Ln 92 ML RIDGE 2X8 CJ 16"O.C. 2X8 CJ 16"O.C. v w +, 00 U ftu + BEDROOM 1 CLOSET 2X8 RR 16"O.C. 2+ BEDROOM 1 u 8�� HALL BEDROOM 2 76, oN0 \ , .n pC � w3 0 x EXISTING 2X8 FJ 16"O.C. t DOUBLE 2X8 DF#2 @ 16"O.C. i EX.2X8 FJ 16"O.C. Lwil 3-118 STEEL UPSET GIRDER t-+ U BATH KITCHEN LIVING ROOM I I 6X6 POST (WRAP W/1X VINYL) TO TRIPPLE DJ N d- 5 DECKING 2X8 ACQ @16"OC (� EX.2X8 FJ 16"O.C. (z)zxs nca EX.3-2X10 GIRDER GIRDER n 12"dia. v� 2X6 ACQ SILL PLATE W/TERMITE CONC.PIER 'o O " Llij SHIELD&SILL SEAL m 8"PC WALL,DAMP PROOFED Lij 16X8 FTG MIN 3'BELOW GRADE 2'X2'Xl' REINFORCE W/2-#5 REBAR ON CONIC. FT" UNDISTURBED SOIL(VIF)WITH MIN 3000 PSI COMPACTION �' #, il • C PROPOSED SECTION D .,�;��',�-,•yam sdt�'��`�`ti..�. O _. { v "9�� �� DRAWN:NK t t�. �r,a x SCALE:1/4"=1'-0" SCALE: 1/4" V-011 PROPOSED SECTION C �` ` � . �� � JOB#:GARVIN SCALE: 1/4" = 1 '-0" — Pie ' DATE:6/6/2022 SHEET NUMBER: l PERMIT SET A- 8 REVISIONS: 02/10/22 Generated by REScheck-Web Software Compliance Certificate Window 3 Copy:Wood Frame 10 0.300 0.320 3 3 SHGC:0.32 Project GarViin Window 3 Copy:Wood Frame 10 0.300 0.320 3 3 1 1/4 SHGC:0.32 Window 3 Copy:Wood Frame 10 0,300 0.320 3 3 1 1/2 1 1/4 Energy Code: 2018 IECC SHGC:0.32 Location: Southold, New York Window 3 Copy:Wood Frame 10 0.300 0.320 3 3 SHGC:0.32 Construction Type: Single-family Window 3 Copy:Wood Frame Project Type: Addition SHGC:0.32 10 0.300 0.320 3 3 Climate Zone: 4 (5572 HDD) Second Floor:Wood Frame, 16"D.C. 802 19.0 0.0 0.060 0.060 44 44 Permit Date: Permit Number: Window 4:Wood Frame 5 0.300 0.320 2 2 TUB SHGC:0.32 Construction Site: Owner/Agent: Designer/Contractor: Window 4 Copy:Wood Frame 5 SHGC:0.32 0.300 0.320 2 2 1225 West Lane Window 5:Wood Frame 2 3 1 1/4 Southold, NY 11971 SHGC:0.32 10 0.300 0.320 3 3 Window 5 Co Wood Frame 3 C.O. py' 10 0.300 0.320 3 3 SHGC:0.32 r a Window 6:Wood Frame .5.".., ,... _ . . . . .. __,........-. _..,._,._.._.., ....,._.. .. .... .. ..._...-.............._..-..._...._...... .__. _.. 10 0.300 0.320 3 3 Compliance: 3.8%Better Than Code Maximum UA: 288 Your UA: 277 Maximum SHGC: 0.40 Your SHGC: 0.31 SHGC:0.32 The%Better or Worse Than Code Index reflects how close to conpliance the house is based on code trade-off rules. Window 6 Copy:Wood Frame 100.300 0.320 3 3 1 1/4 K DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. SHGC:0.32 1 1/4 Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path In REScheck.Each s'ab-on-grade Window 6 Copy:Wood Frame 1 1/4 1 1/2 1 1/4 assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. SHGC:0.32 10 0.300 0.320 3 3 1 1/2 1 1/4 Floor:All-Wood Joist/Truss 1,171 30.0 0.0 0.033 0.047 39 55 SINK Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other -W C LAV. -W C LAV. Envelor)e AssE!mblies calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in D.W. W.M. REScheck Version:REScheck-Web and to comply with the mandatory requirements listed In the REScheck Inspection Checklist. 3„ F.A.I. Fl_qH ER Name-Title Signature Date Ceiling:Flat Ceiling or Scissor Truss 1,171 30.0 0.0 0.035 0.026 41 301 1/4 First Floor:Wood Frame,16"o.c. 1,310 19.0 0.0 0.060 0.060 63 63 2 3 1 1/4 3 C.O. Door:Solid Door(under 50%glazing) 20 0.300 0.320 6 6 1 1/2 Door Copy:Solid Door(under 50%glazing) 20 0.300 0.320 6 6 2 3 Door Copy:Solid Door(under 50%glazing) 20 0.300 0.320 6 6 C.O. Slider:Glass Door(over 50%glazing) SHGC:0.30 40 0.260 0.320 10 13 3 Slider Copy:Glass Door(over 50%glazing) SHGC:0.30 40 0.260 0.320 10 13 Window 1:Wood Frame 7 0.300 0.320 2 2 4 SHGC:0.32 Window 1 Copy:Wood Frame 7 0.300 0.320 2 2 SLOPE 1/4"PER FOOT PITCH TO DRAIN - SHGC:0.32 Window 1 Copy:Wood Frame 7 0.300 0.320 2 2 4"C.I. TOE APP SYSTEM SHGC:0.32 Window 2:Wood Frame 10 0.300 0.320 3 3 TRAP HOUSE SHGC:0.32 Window 2 Copy:Wood Frame 10 0.300 0.320 3 3 SHGC:0.32 Window 3:Wood SHGC: Frame 10 0.300 0.320 3 3 PLUMBING SCHEMATIC 0.32 Window 3 Copy:Wood Frame 10 0.300 0.320 3 3 SHGC:0.32 SCALE: NOT TO SCALE Project Title:Garvin Report date: 10/19/21 Project Title: Garvin Report date: 10/19/21 Data filename: Page 1 of 10 Data filename: Page 2 of10 W 0 a w � CIOz w � � w N x .-� 0 2" 2" O O O O .12" O O O O 2" 2" FASTENERTYPE: SPACING: cn CI cn ty cj v d v BASED ANCHOR WITH 16"OC O m Q 7� .(u tin.EMBEDMENT LENGTH ® O O O 0 ® ®® ® ® ROOM FINISH SCHEDULE M No.10 WOOD-SCREWS O cM BASED ANCHOR WITH 16"OC tit w U \ tin.EMBEDMENT LENGTH � � rtV 1/4in.dia.LAGSCREW ROOM FLOOR WALLS CEILING REMARKS GGG BASED ANCHOR WITH 16"OC 2in.EMBEDMENT LENGTH 00 � Q" O O CO® 9 LIVING WOOD GYP. BOARD GYP. BOARD O O 3/4"APA PLYWOOD DINING WOOD GYP. BOARD GYP. BOARD U) u 1/2"APA RATED SHEATHING SHEATHING KITCHEN WOOD GYP. BOARD GYP. BOARD ,"t DE PLYWOOD cn all v (ALTERNATMVE:7/16"O.S.B.) ® ® ®® ® ® MASTER BEDROOM WOOD GYP. BOARD GYP. BOARD G w OO OO 1/2"APIA RATED SHEATHING MASTER BATH TILE M.R. GYP. BOARD, TILE M.R. GYP. BOARD GRADE PLYWOOD ® O (ALTERNATIVIVE:7/16"O.S.B.) BATH 1 TILE M.R. GYP. BOARD, TILE M.R. GYP. BOARD ® ®® e MUDROOM WOOD GYP. BOARD GYP. BOARD O O BEDROOM 1 WOOD GYP. BOARD GYP. BOARD �p FASTENER TYPE: SPACING: 2X4 DF#2 No.8 WOOD-SCREW STUDS BEDROOM 2 WOOD GYP. BOARD GYP. BOARD w BASED ANCHOR WITH 10"OC H WINDOWSILL 2in.EMBEDMENT LENGTH BATH 2 TILE M.R. GYP. BOARD, TILE M.R. GYP. BOARD Q TYPICAL WINDOW OPENING No.10 WOOD-SCREWS ®® ® ® U BASED ANCHORWITH 12"OC O LEN PANEL SPAN EQUAL OR SMALLER tin.EMBEDMENT LENGTH THAN 4 FEET 1/4in.dia.LAGSCREW r BASED ANCHOR WITH 16"OC 0 21n.EMBEDMENT LENGTH o� TYPICAL DOOR OPENING N PANEL SPAN GREATER THAN 4 FEET MULTIPLE PLYWOOD ASSEMBLIES FASTENER TYPE: SPACING: E- 2-2X4 DF#2 STUDS CONNECTED AND EQUAL OR SMALLER TOGETHER WITH STAINLESS STEEL No.8 WOOD-SCREW THAN 6 FEET OR GAL NDN T BOLTS l' WASHERS 2 ns EMBEDMEND ANCHORT LENGTH ITH 8 OC AND NUTS @ 2'-0"O.C. No.10 WOOD-SCREWS TYPICAL MULTIPLE OPENINGS 2BASED ANCHOR inn.EMBEDMENT�LEg„°C LENGTH U) PANEL SPAN GREATER THAN 6 FEET 1/4in.dia.LAGSCREW AND EQUAL OR SMALLER BASED ANCHOR WITH 16"OC THAN 8 FEET 2in.EMBEDMENT LENGTH WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL AS PER SEC. R301.2.1.2 NYS CODE: PROTECTION OF OPENING WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1.4 OF N.Y.S. RESIDENTIAL Jv ill, /l CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. t9 ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. !, i. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. l DRAWN:NK�' xQ j9 I I f SCALE:1/4"=1'-0" JOB#:GARVIN -�� : „ �.�'�" DATE:6/6/2022 •d SHEET NUMBER: ►}T ag 1E +' PERMIT SET I L A-91 REV I 02/10/22 WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS ° ENDWALL RAFTER CRIPPLE STUD WALL STUD 0 BOTTOM PLATE o RIDGE HEADER LEDGER BATHTUB DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS 1ST. ADS5 ANCHOR TO FOUNDATION W/ ANCHOR BOLTS / CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION BATH SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP 2ND. ADS5 ALL OPENINGS LSTA12 1-1/4"x12" 20go. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20go. STRAP APPLY OVER RIDGE TO EACH RAFTERo. (2) JOISTS. UNDER WALL. ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH 2x6-2x8 LS26 l8go. /SLOPE HANGER APPLY TO EACH RAFTER LEDGER JOIST DIRECTION WITH FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING 924"OC WA_L STUD THROUGH–ROOF EXHAUST VENTS SELECTED AND METAL STRAP � LOCATED BY CONTRACTOR T/1 CRICKET AT TOP–SIDE OF VENTILATION CHANNEL 1 RIM 130ARD CHIMNEY AS REQUIRED RAFTER SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN ' VENTILATION WOOD JOIST SIDEWALL FLASHING FOUNDATION Z/zx TOP PLATE BLOCKING FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST STAPPING TO BE ATTACHED TO WALL STUDS ©48"OC AT WALL TO MAINTAIN GAP AND ALL WINDOW/DOOR OPENING JACK STUDS ATTIC SHALL BE PROVIDED WITH A FASCIA BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER ' THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER INSTALL 4'0" O.C. ���' SHALL BE COVERED WITH CORROSION- 4" – 8" LSTA24 1-1/4"x24" 20go. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH ONTIN. SCREENED VENT ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. CONTIN. SOFFIT / EXT. PLYWOOD INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION 8" – 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS AND SO AS TO MAINTAIN AIR SOFFITED EAVEGAP TO PREVENT CAPILLARY CONNECT TO ON ALL OPENINGS / ACTION 4" – 6" RAFTER RT10 10-3/4" x 18go. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14" – 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS 8" – 12" RAFTER RT20 21-1/8" x 20ga. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS .' KEEP ROOFING NAILS OUT OF FLASHING 2ND. FLOOR WALL ROOFING LAPS BASE ' FLASHING 4 INCHES BASE FLASHING WRAPS CORNERS, RAFTER RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING G SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES S THROUGH VENT WOOD JOIST E � TOP PLATE i' GIRDER/HEADER SIDE WALL FLASHING WOOD JOIST 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @48"OC AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES AS TO FORM DD PROVIDE HEMMED EDGES SO RAFTERS RAINAGE CHANNELS AND INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION 11 4" – 8" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE–MANUFACTURED KEEP SHEATHING MIN. 1-1 2" ON ALL OPENINGS RAFTER/PLATE RT15 TYDOWN ANCHOR OLDS FROM PECONNECT EACH RIDGE VENT F / ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH OVER RIDGE O AK TO ALLOW FREE THE PROPER STEEL CONNECTOR. INSTALL 4'0" O.C. RAFTER TO PLATE AIR PASSAGE CONFORM TO SLOPE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS 8" – 16" MSTA48 1-1/4"x48" 16go. STRAP AND JACK STUDS CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD DBL. SILL PLATE O TERMITE SHIELD SUB FLOOR SILL GASKET - WOOD JOISTS NEOPRETYP. C'ONC. FOUNDATION ^ CONC. SLAB GAS KETNE ' / `cl r' DAMPPR00F EXTERIOR V� o 'n C 6 MIL. POLY x 6MIL POLY ON EXTERIOR V GRANULAR FILL / ; ' 2x6 ' 2x8 CONTINUOUS WOOD PLATE ° I BOLTED TO STEEL BEAM WITH m I 1/2 DIA. BOLTS @ 48" o.c. STAG. r`_4 ; ° V STEEL COLUMN A n D CONC. SLAB ° 4 ' ° 4 O - D ° o \ i ROOF JACK // I I , \� � `` 1 n u STEEL BEAM o y C,° n Aa ANCHOR BOLT EMBEDMENT: COMPACT FILL `� �✓ �A POURED CONCRETE: 7" I 4" x 1/4" x 8" STEEL G 0 o = TOP AND BOTTOM PLATE u BLOCK WALL; 15" a ROOFING LAPS e p ' KEYWAY FOOTING D V /� ° 4 ° FLASHING AT WITH 1/2" x 6" ANCHOR BOLT �n U I e° o \ �'3 �' CONC. FTG. p Q`p G D USE WITH 3x3 SQUARE WASHERS SIDES AND TOP �� 1/2" GROUT o ° 4 ANCHOR BOLT CONNECTION (USP LB PS58 OR B P583) �.` l / c i , 00 0 oec n n p REINFORCING BAR ANCHOR BOLT CONNECTION FOUNDATION 5/8" DIA. ANCHOR BOLT i I i 3" STEEL COLUMN DRA'N TILE p SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS ) I SILL PLATE TO FOUNDATION 1 STORY 72" OC ROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL TYPICAL CONC. FOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36" OC L WHERE NEEDED FOR STRUCTURAL BRACING. STEEL BOTTOM BEARING/ WALL BOTTOM PLATE TO FOUNDATION SLAB–ON–GRADE 1-2 STORIES 57" OC ROOF JACKS & VENTS DETAIL U CONC. SLAB I I �— SUBFLOOR 6X6 10/10 WWM DOOR FRAME w GARAGE COMPACT FILL , I JOIST DOOR � I O USE 2X8 STEEL BEAM FOR BLOCKOUT " : 4 SLAB ' P.T. PLATE W/ 6X6 WMM I I SLOPE ' ° nM v 4-DRIVEWAY —� NOTCH JOIST AND ADJUST HEIGHT 1/2" AIRS ACE < <� I (WITH A NAILING PLATE IF NEEDED) AT END AND `� 7 1 2" °• ° 9� p ° n ° . , TO BE APROX. 1/2" OR HIGHER THAN y; ^ ES OF WOOD ,o ° ° ° STEEL BEAM TO ALLOW FOR SHRINKAGE GRADE d n------cT--=--: BEAMS _ D D D D a > •° e s ° �' _ I_ I a a (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) II- I I_I I L—I �I I 12" D ,c �=D D 6X6 W.W.M. D -- II O 4 D °°D 1111=lilt-III III�IIE UB MIN. e .o �. n � �'o o ��NOTCH BEAM FOR MUDSILL IF REQUIRED MAXIMUM _ a III-I r S FLOOR • GI •" REINFORCING BAR / NOTCH EQUALS 1 4 DEPTH OF BEAM . D a REINFORCING BAR c 'III ° 4°,°'D �D IIIA 01ST DRAIN TILE 1~�I p e° SHEET METAL / 30# FELT UNDER BEAM AT POINT 1111 4 . a � A .�" �° m STEEL BEAM p• OF CONTACT WITH CONCRETE OR CONC. BLOCK M-1 1= II 3" PLATE (BOLTED TO B TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. Aan SHIMS TO LEVEL BEAM •� Mt.' ��;�, ,, C REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. ' .� � ► �,. 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT "� ', '✓ �C+ 4. t-vg DRAWN:N BEAM POCKET ' ;'t'I(:g�}y 1 �`"� Af % �' SCALE:1/4' ° �o'4kA. 1 +� JOB#:GAR DATE:6/6/21 SHEET N PERM] A- REVISIONS: 02/10/22 CODE: 2020 IRC, 2020 NYS UNIFORM CLIMATIC&GEOGRAPHIC DESIGN CRITERIA [FIRE PREVENTION AND BUILDING CODE GROUNE WIND SEISMIC FROST WINTER ICESHIELD FLOOD WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL D A SNOW SPEED DESIGN WEATHERIN LINE TERMITE DECAY DESIGN UNE N HAZARDS R �l N G S R LOAD (MPH) CATEGORY DEPTH TEMP. REQUIREDUIRED _ 20 PSF 130 B SEVERE 3 FT. MODERATE SLIGHT TO TO HEAVY MODERATE 11 NONE USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 4"MAX. SOIL COMPACTION: 1). CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS. MINIMUM 3000# KING STUDS CAPACITY. 2). NEW FILL TO BE CLEAN OF ORGANIC MATERIAL. CONTRACTOR TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. REMOVE AND ADD ADDITIONAL FILL AS NEEDED. 4" DIA. MAXIMUM 3). COMPACTION OF NEW FILL SHALL BE AT LEAST 95% PROCTOR DENSITY (PER ASTM D 698 RAFTER CRIPPLE STUD AND ASTM D 1557). COMPACT THE SOIL AT 12" LIFTS (TYPICAL). CONTRACTOR TO HAVE FILL TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. LEDGER RIDGE HEADER DECK AND COVERED PORCH NOTES: 1). Unless otherwise noted, all framing material to be#1 ACQ pressure treated lumber. Z RAFTER JACK STUDS All fasteners, hangers and anchors to be galvinized or stainless steel. � m 2). Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts Girders on concrete piers shall be anchored with proper steel connectors anchored into concrete with a minimum 1/2"dia x 7" long anchor bolt with washers and nuts. RAFTER-TO-LEDGER CONNECTION 3). Posts supporting girders shall be anchored to a minimum 24"x24"x12"thick concrete LEDGER TO BE CONNECTED TO BLDG. USING 1/2" DIA. BOLTS @16"OC WITH WASHERS HEADER-TO-POST/STUD CONNECTION footing. Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. Footings Shall RIDGE-TO-RAFTER CONNECTION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION be 3 ft. below grade. STAIR RAILING ILOCATIONJUSP NUMBERI DESCRIPTION APPLICATION 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER' ALL OPENINGS LSTA12 1-1/4"x12"20ga. STRAP APPLY TO EACH JACK STUD 4). Deck joists to have blocking at 8'0 o.c.. ROOF I LSTA24 1-1/4"x24"20ga. STRAP I APPLY OVER RIDGE TO EACH RAFTER 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 5). Flashing shall be installed between the building and ledger. Lapping up the sheathing 1-1/2"SPACE and over the ledger. Ledger to be fastened to building with 1/2"dia. bolts with washers MINIMUM and nuts at 16"o.c. v 1 6). Concrete piers shall be a minimum 6"above grade. 1 11 HANDRAILS RAFTER 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored to girder(s). I� RAFTER 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. 9). Use simpson hangers and anchors with Z-MAX tripple protective coating or equal POSTfor any contact with ACQ. TOP PLATE TOP PLATE W BALUSTERS WALL STUD RIM/DECK JOIST o HANDRAIL NOTES: OPEN BALUSTER ATTACHED TO WALL WALL STUD o All required handrails shall be of one of the following types or provided equivalent graspability. 1-IANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION 1).Type 1. Handrails with circular cross section shall have an ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH RAFTER TO PLATE/STUD CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION outside diameter of at least 1-1/4 inches and not greater OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER/PLATE RTI 5 TYDOWN ANCHOR CONNECT EACH than 2 inches. if the handrail is not circular it shall have a SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"INCONNECT TO RAFTER TO PLATE POST-TO-DECK CONNECTION perimeter dimension of at least 4 inches and not greater 4' -6 RAFTER RT10 10-3/4 x 18ga.TYDOWN ANCHOR EACH RAFTER with a maximum cross section of than 6-1/4 inches CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER USE MIN. (2) 1/2"DIA. GALV. BOLTS WITH WASHERS AND NUTS dimension n hes inches. PROVIDE AN EQUIVALENT GRIPPING SURFACE 8"-12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR CONNECT TO PLATES TO EACH STUD EACH RAFTER 2).Type II. Handrails with a perimeter greater than 6-1/4 inches shall provide graspable finger recess area on both sides of the profile.The finger recess shall begin with a 4"MAX. distance of 3/4 inch measured vertically from the tallest portion of the profile and achieve a depth of at least 5/16 W 0 4" DIA. MAXIMUM inch within 7/8 inch below the widest portion of the GIRDER/HEADER profile.The required depth shall continue for at least 3/8Ilk— a inch to a level that is not less than 1-3/4 inches below the H tallest portion of the profile.The minimum width of the n/ GIRDER/HEADER handrail above the recess shall be 1-1/4 inches to a ° maximum of 2-3/4 inches. Edges shall have a minimum N Z JOIST POST/COLUMN ° o radius of 0.01 inches. ^ POST/COLUMN NAILING SCHEDULE Cn GIRDER/HEADER ROOF SHEATHING: JOINT DESCRIPTION AI NAIL SPACING NOTES POST-TO-GIRDER/HEADER CONNECTION STRUCTURAL PANEL 8d AS PER TABLE 3.8 LOCATION USP NUMBER DESCRIPTION APPLICATION WFCM-SBC DECK/PORCH RAILING SPLICED JOISTS OVER HEADER/GIRDER 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN LOCATION USP NUMBERI DESCRIPTION APPLICATION 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN POST-TO-GIRDER/HEADER CONNECTION ROOF FRAMING: JOIST TO GIRDER/HEADER RT10 TYDOWN ANCHOR CONNECT TO EACH JOIST HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY TO EACH COLUMN USE MIN. (2) 1/2" DIA. GALV. BOLTS WITH WASHERS AND NUTS JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING RAFTER TO 8'WALL: 3-8d COMMON EACH TOE-NAIL TOP PLATE 10 WALL: 4-8d COMMO RAFTER CD v CEILING JOIST 8'WALL: 3-8d COMMO EACH v v° TO TOP PLATETOE NAIL 10'WALL: 4-8d COMMO JOIST O m CEILING JOIST TO AS PER TABLE 3.7 EACH FACE rn o ® STU C) PARALLEL RAFTER WFCM-SBC LAP NAIL o ° BEARING PLATE ni GIRDECEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE �" -5 x OVER PARTITION WFCM-SBC LAP NAIL z ° \ ° COLLAR TIE AS PER TABLE 3.4 EACH FACE In o WOOD JOIST TO RAFTER WFCM-SBC END NAIL °r-+° BLOCKING EACH TOE m • �• • TO RAFTER 2-Sd COMMON END NAIL Un U LEDGER I I ,• • RIM BOARD EACH END 00 Cf) ,n • 011 in 2 - 16d COMMON N � o GIRDER./HEADER I I CONCRETE PIER ••' :• TO RAFTER END NAIL � WOOD JOIST • �`•• � WOOD JOIST WALL FRAMING: p V•'l�" • JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING DOUBLE 2x FACE NAIL FLUSH JOISTS WITH HEADER/GIRDER � TOP PLATE TO PER 216d COMMO CEILING JOIST TO BLDG.CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH I (MINIMUM) TOP PLATE FOOT II FOR HEADER HEADER/GIRDER-TO-POST CONNECTION TOP PLATES AT JOINTS FACE LEDGER TO BE CONNECTED TO BLDG. USING 1/2"DIA. BOLTS @16"OC WITH WASHERS THE PROPER STEEL CONNECTOR. I OR BEAM 4-16d COMMON IF ABLE, SET FIR JOISTS APROX. 1/4" HIGHER THAN LVL HEADERS I LOCATION USP NUMBER DESCRIPTION APPLICATION INTERSECTIONS EA. SIDE NAIL TO ALLOW FOR SHRINKAGE. ROD I I (2) BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIEF STUD TO 24" FACE REQUIRED I I STUD 2 -16d COMMON O.C. NAIL U FOR STU (3) BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIE rT1 OC) HEADER TO 16d COMMON 16"O.C. FACE Fsl� U0 HEADERALONG EDGES NAIL FLASHING TUCKED UNDER I TOP OR BOTTOM 2 -16d COMMO PER 2x4 STUD ENDLAPPED TOP PIECE SIDING AND PLATE TO STUD 3 -16d COMMO PER 2x6 STUD NAIL N VERR FIRST CONTIN. BOTTOM PLATE TO: PER FLOOR JOIST, BAND JOIST, 2 -16d COMMO FOOT FACE NAIL PIECE OF SIDING BELOW ED ROD END JOIST OR BLOCKING 1/2" DIA. LAG BOLTS W/WASHERS CNW COUPLER NUT CONNECTED TO BLDG. @16"OC STRINGER POST DECK FRAMING: U @16"OC MINIMUM (2)THRu- END DISTANCE BOLTS �— JOINT DESCRIPTION NAIL NAIL NOTES a P644 POST I QTY. SPACING ANCHOR "dia. � � 0 JOIST TO: 4-Sd COMMO PER TOE FLOOR FRAMING 16°TREAD PIER o ..,• - MINIM M s A SILL,TOP PLATE OR GIRDER JOIST NAIL o 0 BRIDGING EACH TOE 2x JOISTS °•' o ' o c END ANCE ° GRADE -•. 4 o .: ; •• 12"x12"x12" y TO JOIST END NAIL e a CONC.SLAB •^b a .. •o •$•,• CONCRETE FOOTING .. 2 -8d COMMON (AS REQ.) •4 :o, •;: y c y v BLOCKING EACH TOE N "' 2 -8d COMMON TO JOIST END NAIL c►''.'•.fC BLOCKING FOR , pA „ „ ,� `M JOIST HANGER v, B"dia. Q•, DECK PIER BLOCKING TO: EACH TOE ' :'�"` h^'A. LAG BOLTS / p ° p ! ? PIER e! PER PLAN SILL OR TOP PLATE BLOCK NAIL "' �dl 3'-0 PIER HOLLOW COLUMN UPLIFT 3 -16d COMMO RIM JOIST/BD. o a LEDGER STRIP EACH FACE,' SIMPSON STRONG TIE MODEL STRRI/2 :� ' a INSTALL AS PER MANUFACTURE'S RECOMENDATIONS DECK POST FTG. CONNECTION 3 -16d COMMO LOCATION USP NUMBER DESCRIPTION APPLICATION TO BEAM JOIST NAIL t JOIST ON LEDGER 3 -8d COMMO PER TOES DECK/PORCH LEDGER CONNECTION 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING TO BEAM JOIST NAIL hr >M 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING BAND JOIST PER END TO JOIST 3 16d COMMONJOIST NAIL BAND JOIST TO: 2 -16d COMMO PER TOE NAIL SILL OR TOP PLATE FOOT REVISIONS: 02/10/22 Gf_ WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: ., NERAL NOTES 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap, the number of 10d common nails required JOINT DESCRIPTION QTY SPACING NOTES in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL: 3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS) CONSTRUCTION NOTES: TOP PLATE 10'WALL: 4-8d COMMON RAFTER TOE-NAIL TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL: 3-8d COMMON EACH DESIGN CRITERIA (UNIFORM CODE intent and framing details. They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in TOE-NAIL ) 2020 IRC, 2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters TO TOP PLATE 10'WALL: 4-8d COMMON JOIST AS PER FLOOR PLANS, CROSS SECTION, DETAILS, AND GENERAL NOTES FRAMING ELEMENTS State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN LIVE LOAD(PSF) R301.5 construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM- SBC LAP NAIL DESIGN DEAD LOAD(PSF) R301ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS 01.7 UNINHABITABLE ATTICS (NO STORAGE) 10 EXTERIOR(LIGHT FRAME)WOOD WALLSALLS 15 RAFTERS GREATER THAN 3:12 PITCH L/18180 sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE UNINHABITABLE ATTICS (STORAGE) 20 EXTERIOR(LIGHT FRAME) STEEL WALLS 14 (NO FINISHED CEILING) OVER PARTITION WFCM . SBC LAP NAIL HABITABLE ATTICS AND 30 INTERIOR WALLS AND PARTITIONS H/180 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: INTERIOR(LIGHT FRAME)WOOD WALLS to meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE ATTICS WITH FIXED STAIRS INTERIOR(LIGHT FRAME) STEEL WALLS 5 FLOORS U360 These codes are to be considered as art of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the TO RAFTER WFCM SBC END NAIL EXTERIOR BALCONIES AND DECKS 4o MASONRY WALLS (8"THICK) 80 CEILINGS (PLASTER,STUCCO) L/360 p p g FIRE ESCAPES 40CEILINGS (GYPSUM) U240 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2 - 8d COMMON EACH TOE GUARDS AND HANDRAILS 200 CONCRETE WALLS (6"THICK) 85 SIP WALLS 10 ALL OTHER STRUCTURAL MEMBERS U240 accordance with table 3.3. TO RAFTER END NAIL GUARD IN-FILL COMPONENTS 50 VEHICLE GARAGES (R301.5) PER 20 SQ. IN. ZOOOIbs EXTERIOR WALLS (PLASTER, STUCCO) H/360 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END EXTERIOR WALLS (BRITTLE FINISHES H/240 (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 - 16d COMMON END NAIL NON-SLEEPING GER VEHICLES 50 ) First wall studs shall be connected to the foundation, Sill plate, or bottom plate with uplift NON-SLEEPING ROOMS 40 EXTERIOR WALLS (FLEXIBLE FINISHES) H/120 4). The designer has not been engzged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: SLEEPING ROOMS 30 LINTELS (SUPPORTING MASONY WALLS) L/600 responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under NAIL NAIL STAIRS 40 construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION QTYSPACING NOTES ROOF GROUND SNOW LOAD 20 precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt EXPOSURE CATAGORY (DESIGNED FOR EXPOSURE C) specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE 2 - 16d COMMONPER FACE NAIL LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATEE FOOT SEE NOTE: 1 T 5). Refer to the'Wind4 - 16d COMMOow and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE INTERSECTIONS EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2 - 16d COMMONEGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE or exceeds manufacture's specifications and applicable codes. YP P attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and STUD O.C. NAIL FIRE PROTECTION Sym.: SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS. FACE O.C.7). The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel HEADER TO 16d COMMON 16" SMOKE & CO2 DETECTORS ® CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS. such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMONPER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMONPER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: I� FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE TO:FLOOR JOIST, BAND JOIST, 2 - 16d COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 1). The General Contractor and Mason to review plans, elevations, details and notes to GROUND WIND SEISMIC FROST WINTER 10ESHIELD determine intended heights of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS 2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL QTY. SPACING NOTES MODERATE SLIGHT TO - 20 PSF 130 B SEVERE 3 FT. TO HEAVY MODERATE 17 NONE 2.4.4.2 and 2.2.4 respectively. 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: 4- 8d COMMON PER TOE concrete or masonry walls occuring in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4). Any new concrete walls being attached to existing concrete structure shall with table 3.5. Window sill fates shall be have steel connectors in accordance with table TO JOIST 2 - 8d COMMON END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE be installed with #5 re-bar, p SHEATHING LOCATION NOTES 18" long at 12" o.c.. Use approved epoxy for installation. 3 5 AT PANEL EDGES SUPPORTS IN THE PANEL FIELD BLOCKING EACH TOE 5). Unless otherwise noted, all slabs on grade to be 3000 p.s.i.. Concrete to be 2 - 8d COMMON 4' PERIMETER EDGE ZONE 8d COMMON 6" O.C. d COMMON 6" O.C. SEE NOTES: 1,3 9 CATHEDRAL CEILING ASSEMBLY: TO JOIST END NAIL @ @ poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs ) BLOCKING TO: EACH TOE „ SEE NOTES: 1 ( BOTH FIELDS) to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with Where a ridge is to be used as a structural beam, the rafters shall either be notched and 3 - 16d COMMONINTERIOR ZONE 8d COMMON @ 6 O. 8d COMMON @ 12 O.C. NOTE: 2 FOR PANEL FIELD „ anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL Z 0 6 maximum lifts (layers). along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 18d COMMON @ 4" O.C. 8d COMMON @ 4" O.C. SEE NOTES: 13 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3 - IEd COMMON JOIST NAIL 8x16 cast iron foundation vent for every 150 sq. ft. of area. NOTES z DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 - 8d COMMON PER TOE `n 7). Dam roof exterior of foundation with bituminous coating as required b current TO BEAM JOIST NAIL pp g q Y THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. " . N.Y.S: Residential.CohstructiQn Code. A 6-mil-polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. BAND JOIST PER END N the below rade portion of i3itterior walls riot to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST 3 - ldd COMMONJOIST NAIL g p p g 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. 0 �8). Dr`ainage as required by current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. SILL OR TOP PLATE 2 - IEd COMMON FOOT SEE NOTE: 1 Cn Girders on concrete piers shall be anchored with proper steel connectors anchored 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. ROOF SHEATHING: For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. NAIL NAIL 1). All framing techniques and methods as prescriptive design of current SBC High Wind 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION Q- I SPACING 3 . Tabulated 4 inch o.c. nails spacing assumes sheathing to rafter/truss framing members with G>0.49. For Edition Wood Framing Construction Manual. Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. ) P g g g below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL gd AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. WFCM- SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHIN(;. SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5). A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts JOINT DESCRIPTION Q•p, SPACING 4' EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. SEE NOTES: 1, 3 ( BOTH FIELDS) o where needed. GYPSUM 7" O.C. EDGE NOTE: 2 FOR PANEL FIELD v E 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. 5d COOLERS m �`-,, Q) ° Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all WALLBOARD �10 O.0 . FIELD INTERIOR ZONE 8d COMMON @ 6 O. . 8d COMMON @ 12 O.C. SEE NOTE: 3 °` >~ 6). Concrete piers shall be a minimum 6" above grade. o m openings. LVL headers to have (3)jack studs and (2) full length studs on each side of WALL SHEATHING: openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall 7) All joists to be supported with hangers and anchors. Each Joist shall also be anchored NOTES Q o �-Ua openings betweren 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. zs and blocking where applicable. QTY. SPACING STRUCTURAL AS PER TABLE 3.9 1 For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall F ° Co W \ 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. 8d COMMO )• g g q .� 5). All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM - SBC be used. 1 anchors where applicable to all connecting joists. PLUMBING NOTES 7/16" OSB 3" O.C. EDGE u ' 6d COMMO -- in 6). Double up floor joists under walls that run parallel to the floor joist and under bathtu s. 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6" O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with N � (U Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 5d COOLERS I 7 O.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. w on plans. WALLBOARD 10 O.C . FIELD o 2 Verify septic stem with the Engineer for Suffolk Count Health Department approval. 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. 7). Provide 2 - 'I-3/4" thick microlams ( height to match floor joists) around stairwell and/ r )• Y P Y g Y p pP FLOOR SHEATH 1 N C: other access openings unless otherwise noted (typical). NAIL NAIL 3). if wall studs, plates or joists are cut out during installation for any plumbing related work, JOINT DESCRIPTION 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 8). Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure. Verify with the QTY. SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. state code and manufacture's recommendation for maximum hole size and spacing permitted. where applicable unless otherwise noted. STRUCTURAL PANELS 6" O.C. EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR 3).INSTALL 1 -Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. HVAC SYSTEM NOTES r' OR LESS 8d COMMG 12" O.C. FIELD IN.44".ILL-AFF FLOOR) 9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists MIN.44"SILL-AFF U NOTES: NYS Residential Code R302.11 -FIREBLOCKING REQUIRED U under all bearing walls. 1 Mechanical subcontractor is responsible for adhearin to all applicable codes and safety Fireblockin shall be provided to cut off all concealed draft openings both vertical and horizontal 0 )• p g PP Y g p ( ) requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. U) 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REF:RRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations. d needed. 2 . HVAC subcontractor is to full coordinate all s stem data and re uirements with the MENTIONED IN SCHEDULE NOTESONLY. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. Y y q 1).In concealed spaces of stud walls and partitions,including furred spaces, v the ceiling and floor N levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 F. equipment supplier. feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed P4 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir 1). Nailing requirements are based on Nall sheathing CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. SOIL COMPACTION: using parallel rows of studs or staggered studs. Q' 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6" on-center at the panel edge.If wall sheathing 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits,Contractor and owner for final review and approval. is nailed 3 on-center at the panel edge to obtain higher TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings. U 12). Unless otherwise noted use 3/4 thick T&G PTS Fir or Advantech plywood subfloor shear capacities, nailingre uiremensfor structural � ] U ELECTRICAL NOTES: p q REMOVE AND ADD ADDITIONAL FILL AS NEEDED. ) P g P p ® 4, adhered with I L400 adhesive and screwed to floor joists. Finished floor to be installed members shall be doubled, or alternate connectors, 3 .In concealed spaces between stair stringers at the to and bottom of the run.Enclosed spaces over subfloor as per manufacture's instructions. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. P 1). All electrical to be installed as per N.Y.S. Residential Construction Code. such as shear plates, Shall be used to rralntain load path. DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE Q 0 . . SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level•to resist the free passage of 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion. 2). When wall sheathing is continuous over connected ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of rails shall be permitted 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. to have regular 1/2" sheetrock. All walls to be taped and finished. to be reduced tol - 16d nail per foot. INCLUDING SUBFLOOR,IS COMPLETE. 3). All electrical work to comply with 2014 NEC. 14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or 4 approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314CC�"°"" torch down type material over. and R315 of IRC. 6 YP DRAWN:NK 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G .'.r SCALE:1/4"=1'-0" be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL.INSTALL WITH CAP �• gib, $.,'� � �' JOB#:GARVIN g AND BASES.USE WITH FLASHING CAPS TO tQ •,. (� .� DATE:6/6/2022 COVER TOP ✓ <. 4 SHEET NUMBER: PERMIT SET A- 121