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HomeMy WebLinkAbout51443-Z of SOOryo!° Town of Southold * * P.O. Box 1179 �0 53095 Main Rd °l41COUNTt Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46949 Date: 04/06/2026 THIS CERTIFIES that the building SINGLE FAMILY DWELLING- ADDITION AND ALTERATION Location of Property: 3420 Rocky Point Rd East Marion, NY 11939 Sec/Block/Lot: 21.4-8 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 04/30/2024 Pursuant to which Building Permit No. 51443 and dated: 12/05/2024 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Reconstruction (demolition as per Southold Town Code) of a single-family dwelling with covered entry as applied for per New York State Variance Petition 92025-0518 dated 10/3/2025. The certificate is issued to: GH Assets 2 LLC Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-24-1285 4/2/2026 ELECTRICAL CERTIFICATE: 25-100695 10/07/2025 PLUMBERS CERTIFICATION: Louis Tsalikis 03/13/2026 Auth r' ed ignature �aoFsoaryo TOWN OF SOUTHOLD BUILDING DEPARTMENT • TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 51443 Date: 12/05/2024 Permission is hereby granted to: GH Assets 2 LLC 350 Moffit Blvd FI 2 Islip, NY 11751 To: demolish(as per Town Code definition) and reconstruct an existing single-family dwelling as applied for perSCHD approval. Work commenced priorto building permit issuance. Premises Located at: 3420 Rocky Point Rd, East Marion, NY 11939 SCTM#21.-4-8 Pursuant to application dated 04/30/2024 and approved by the Building Inspector. To expire on 12/05/2026. Contractors: Required Inspections: Fees: As Built Addition/Alteration $2,164.00 CO-RESIDENTIAL $100.00 Total $2,264.00 Building Inspector Y�� Certificate of Compliance .....................................................................I............................................................................................................................ CERTIFIED ELECTRICAL INSPECTIONS, INC. G 188 PARK AVENUE AMITYVILLE, NY 11701 P: (631) 598-5610 ' La n 7 1 2025 ................................................................................................................................................................................................... CERTIFIES THAT gull din b 9' �rflT9Er� Upon the application of Upon premises owned by 'rown of S RO Electrical Services Inc. GH Assets 2 LLC. 285 Lincoln Avenue 3420 Rocky Point Rd Brentwood, NY 11717 East Marion, NY 11939 Located at: 3420 Rocky Point Rd, East Marion, NY 11939 Application Number#: 25-100695 Certificate#: 25-100695 Electrical License#: ME-40983 Section: Block: Lot: Building Permit#: 51443 Described as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Renovation of House w/Service Equipment- ROUGH COMPLETE 2/27/25 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance-therewith on the 7th day of October 2025 ; Name CITY Appliance Circuit- 30 Amp, 220V 1 Combo Smoke & Carbon Detector- 15 Amp, 120V 1 Meter-200 Amp, 240V 1 Switch - 15 Amp, 120V 25 GFI Receptacle= 15 Amp, 120 V 3 Air Handler- 60 Amp, 220V 1 Septic Circuit- 20 Amp, 120V 1 Duplex Receptacle - 15 Amp, 120V 36 r� ,��,�� j, Electrical Inspector: Sal Frangipane Certificate of Compliance ................................................................................................................................................................................................... CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PART( AVENUE AMITYVILLE, NY 11701 P: (631) 598-5610 . ................................................................................................................................................................................................... CERTIFIES THAT Upon the application of Upon premises owned by RO Electrical Services Inc. GH Assets 2 LLC. 285 Lincoln Avenue 3420 Rocky Point Rd Brentwood, NY 11717 East Marion, NY 11939 Located at: 3420 Rocky Point Rd, East Marion, NY 11939 Application Number#;.25-100695 Certificate#: 25-100695 Electrica! License#: ME-4109.83 Section: Block: Lot: Building Permit#: 51443 Name QTY Fixture- 15 Amp, 120V 71 AC Condenser- 30 Amp, 220V 1 ARC-Fault- 15 Amp, 120V 7 ARC-Fault- 20 Amp, 120V 8 Appliance Circuit- 15 Amp, 120V 2 Appliance Circuit- 20 Amp, 120V 2 Appliance Circuit-40 Amp, 220V 1 Exhaust Fan - 15 Amp, 120V 2 Power Panel -200 Amp, 240V 1 Service Disconnect- 200 Amp, 240V 1 Service Feeder-200 Amp, 240V 1 Electrical Inspector:Sai Frangipane 4"".... ;o fGJ J, ^ova' Certificate of Compliance ................................................................................................................................................................................................... CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PART( AVENUE AMITYVILLE, NY 11701 P:'(631) 598-5610 ................................................................................................................................................................................................... CERTIFIES THAT Upon the application of Upon premises owned by RO Electrical Services Inc. GH Assets 2 LLC. 285 Lincoln Avenue 3420 Rocky Point Rd Brentwood, NY 11717 East Marion, NY 11939 Located at: 3420 Rocky Point Rd, East Marion, NY 11939 Application Number#;.257100695 Certificate#: 25-100695 Electrical License#: ME-40983- Section: Block: Lot: Building Permit#: 51443 Name QTY Smoke Detector- 15 Amp, 120V 3 Electrical Inspector: Sal Frangipane 'A \ M1l°�A v i Certified Electrical Work Order 100695 Inspections ScheduledDate:02/26/25 188 Park Ave 08:30 AM ET Amityville, NY 11701 Duration:22:56:45 1-888-238-1338 Status: Competed %Op eRougl Customer: Estimafor_:Christine Amodeo RO Electrical Services Inc. Owner: Tech nicians:Anthony Reynaldo Ortiz GH Assets 2 LLC, Giordano 285 Lincoln Avenue 3420 Rocky Point Rd Brentwood, NY 11717 East Marion,NY 11939 631-355-4061 516-903-4516 Contact: RO Electrical Services Inc. Reynaldo Ortiz 285 Lincoln Avenue Brentwood, NY 11717 631-355-4061 Address: 3420 Rocky Point Rd East Marion, NY 11939 Building Permit Number:51443, License Number:Suffolk-ME-40983, Meter Number:9840076, Phase Type:Single Phase, Building Permit Date:January.27,2025,Additional Inspection Details:Renovation of House w/Service Equipment,Service Location:Overhead, Building Type: Residential,Work Order Asset Type:Residential No. Description Qty Rate Amount CO S-0200 Contractor 200 Amp Service 1 $150.00 $150.00 W ._ .....__ P_asseii rough,per Tony G on:2/2.7/25� COS Change of Service 1 $0.00 $0.00 ELED Additions, renovations, basement wiring, and garages 1001 sq.ft.to 1 $275.00 $275.00 1500 sq. Residential In-grou Discounts Fees 01/27/25 09:14 AM Christine Campbell:$150 FOR THE TEMP ... EMAIL SENT TO SEE IF READY Totals 02/21/25 03:05 PM Christine Campbell: ADDING HOUSE TO THE APPLICATION-PRICING PER Subtotal: $425.00 ROBERT-ADDITIONAL$275 FOR HOUSE/ Sales Tax: $0.00 TOTAL OF$425 FOR HOUSE AND SERVICE. Grand Total: $425.00 Payments: MasterCard-1/27/25 -$150.00 MasterCard-2/25/25 -$275.00 Amount Due: $0.00 'lease call Certified Electrical Inspections with any questions. 0 Fol-A"41k-�� APR 2 2026 Town Hall Annex Telephone(631)765-1802 54375 Main Road P. O. Box 1179 ZM Southold, NY 11971-0959 y -tv, BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: 311 Building Permit No. Owner: -(Please print) Plumber: 0 e,/'J, 7 (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this day of Arrj- 2024 N.6bry PUWiC,:;"0f N"YiNt Ift;0.1 RA00356� �Suft-k Cotft Commission Expires Mar.-21,2024 Notary Public, County souryO� # # -TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [. ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ �RAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION _ ] FIRE-RESISTANT CONSTRUCTION .[ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ]' PRE C/O . . [ ]. RENTAL REMARKS: DATE /- 7-as_ INSPECTOR hO�aOF SOUTyO� TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 -INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING . - [Pi-IF'RAMING /STRAPPING [ ] FINAL [. ] FIREPLACE & CHIMNEY [ ] -FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ]. FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: -pi20v le 1► A LJ-0 6". v.s41S,l I J1vW-0 6PIN-e— �s w —(r� we, k4 eta-+,A 6v4i oy) Or 4tt O I %I Sic h) l5 . DATE INSPECTOR . OF SOUTyo h� l0 * TOWN OF SOUTHOLD BUILDING DEPT. Coorm��'', 631-765-1802 INSPECTION . [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ (FRAMING/STRAPPING . [ ] .FINAL [ ] FIREPLACE & .CHIMNEY [ .] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [- ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ . ] RENTAL REMARKS: DATE INSPECTOR 51�3 oF sou'yO� TOWN OF SOUTHOLD-BUILDING DEPT. o�►,� 631-765-1802 I-NSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] 'ROUGH PLBG. [" ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] .FINAL [ ] FIREPLACE &-CHIMNEY [ ] FIRE'SAFETY INSPECTION ] FIRE'RESISTANT CONSTRUCTION [ -] -FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS:4 0 ^s , � qL DATE 5���a�/ INSPECTOR OE 50UTyolo TOWN OF-SOUTHOLD BUILDING DEPT. coum, 631.-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] R GH PLBG. [ ] FOUNDATION 2ND [ INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPL CE & CHIMNEY [ ] FIRE-SAFETY INSPECTION [. ] FIRE SISTANT CONSTRUCTION [ ]'.FIRE RESISTANT PENETRATION [ .] ECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ CODE VIOLATION [ ] PRE C/O [ ]. RENTAL REMARKS. 01 1 � DATE INSPECTOR pF 50U1h°� TOWN OF SOUTHOLD BUILDING DEPT. IOU � 631-765-1802 INSPECT16N [ ] FOUNDATION 1 ST/ REBAR [L4 UGH PLBG. [ ] FOUNDATION 2ND INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: v1 m Si ( ohs' c�v © S � 1' DATE ' iOfTD INSPECTOR pF SOUlyolo # TOWN OF SOUTHOLD.BUILDING DEPT. o�m� 631-765-1802 rl ' INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] GH PLBG. [. ] 'FOUNDATION 2ND [ -INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE'RESISTANT CONSTRUCTION [ ] FIRE'RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: C-vCrAV —p �Nd A DO DATE. INSPECTOR �O�aOF SO//T�°� # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ . ] FOUNDATION 2ND [ ] I LATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [. ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS_ : (rol (nAA06:A IAA-9� iffiD IN, VAL tce4;crvv �&qvw—e-.-- $S w fi�� C N' �✓� t Sty Ain, or---V -vs— Cih DATE 0 wz e INSPECTO ho�aQf SOUIyOIo ----- # TOWN OF SOUTHOLD BUILDING DEPT. Voum, 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [/IRO GH PLBG. FOUNDATION 2ND [ LATION/CAULKING FRAMING /STRAPPING [ L &4--00'0� [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] C DEE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: ��%, �ic�I n C _ [ W � n k4lim"t r�® - 15' t m tr4— , g - -�>11,00 40 �/ w b,41'.o, tvib IvLTZ) IT v 14 DATE INSPECTOR -Building Envelope and Duct Tightness Deport 2018 IECC as amended by the 2020 New York State Supplement,sections R402.4.1.2 and R403.3.4 Address of Test 3420 Rocky Point Road,East Marion,NY 11939:.,. Test Date 12/23/2025 I +. Building Permit#: r u !,� '`+ +`, Compliance Pathway Performance `'� U �a ;4 +. Test Completed by: Chistopher Silvia ..• .l c l RESNET Rater ID# 4150294 Home Energy Solugd's MAR NATE ID# 187 East Main Street 4� ICC ID# Huntington,NY-11743 BPI# 631-673-0664 Building Envelope Tightness Volume Calculation : Check if: Floor Area Volume ❑ Conditioned Basement Basement ❑Conditioned Crawl Space ISt 1389 11112 ❑� Sealed Attic nd 2 *The conditioned floor area of dwelling is calculated in 3`d accordance with ANSI Z765,except that conditioned floor Attic 5745 area includes areas where the ceiling height is less than 5 Total Volume 16857 CFM @50 pa 1 82831 Air changes/hr@50 2.95 Code Compliance: Pass Duct Tightness: Post Construction Test-Total duct Leafage System-1: Within Condition Space Duct Location Conditioned Space ------------- Floor Area Leakage CFM @ 25pa n/a CFM/100 ft2 CFA n/a Code Compliance: Exempt System-2: Duct Location -------------------------- Floor Area Leakage CFM @ 25pa CFM/100 ft2 CFA� Code Compliance: System-3: Duct Location •------------------------- Floor Area Leakage CFM @ 25pa CFM/100 ft2 CFA� Code Compliance: All building envelope tightness has been verified and conducted in accordance with RESNET/ICC 380 ASTM E779 or ASTM E1827, as required by 2018 IECC as amended by the 2020 New York State Supplement, section R402.4.1.2. The building duct and plenum system has been verified as required by he 2018 IECC as amended by 2020 New York State Supplement,Section R403.3.4. Signature: "' Date: 12/23/2025 Christopher Silvia, Home Energy Solutions TERN DESIGN GROUP, ARCHITECTS 1257 Udall rd Bay Shore, NY 11706 June loth 2025 Town of Southold 54375 NY-25 Southold, New York 11971 RE: Building Permit#51443 3420 Rocky Point rd—East Marion Inspector: This letter is to certify the current construction taking place at the above Location. I have inspected the subject property and certify the following conditions. • Below Observations are based on Approved Town of Southold plans submitted by this office and dated 4/25/25 1. Newly installed foundation walls and Interior Footings located at the area of the existing dwelling as well as required Crawlspace vent and Anchor bolts have been Installed as per town of Southold approved plans and the 2020 NYS residential Building Code 2. All required strapping has been installed as per manufacturer specs and Town of Southold approved plans and comply with the 2020 NYS Residential Building Code. 3. Wall, Floor,Ceiling and Roof framing has been completed as per Town of Southold approved plans and the 2020 NYS Residential Building code. a. Blocking at Load bearing walls installed. b. New Framing,girders,headers all installed as per Town of Southold approved plans c. Corner Hold-downs installed as per NYS Residential Building Code d. Existing framing has been corrected as per Town of Southold Approved Plans and now complies with the 2020 NYS Residential Building Code 4. Rough Plumbing has been installed as per the Town of Southold Approved Plans,the 2020 NYS Residential Building code and the 2020 NYS Plumbing Code. a. Fixture's locations and Number of fixtures comply with Approved plans b. Vent and waste lines comply with riser Diagram provided on approved plans. c. To the best of my knowledge all waste lines have been properly pitched to an approved septic system. The items listed above are in compliance with the minimum standards of the current New York State Uniform Fire and Building code,The building Code of New York State,and all applicable local codes.This letter serves as certification for up to and including partial foundation inspection, rough Framing inspection,strapping inspection and rough plumbing inspection.This Letter takes no responsibility for Any required final certifications or Inspections, Final inspections and Certificate of occupancy shall be completed and issued by the Town of Southold prior to any Occupancy. Very Truly Yours, Emmanuel Tehn Addy, R.A. Load Short Form Job: 3420 Rocky Point Road Wrightsoft' Date: April 6,2026 Entire House By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 3420 Rocky Point Road, East Marion, NY Design, • • Htg Clg Infiltration Outside db (°F) 7 84 Method Simplified Inside db(°F) 70 75 Construction quality Tight Design TD (°F) 63 9 Fireplaces 0 Daily range - M Inside humidity(%) 40 50 Moisture difference(gr/lb) 37 31 HEATING EQUIPMENT COOLING EQUIPMENT Make Bosch Thermotechnology Corp. Make Bosch Thermotechnology Corp. Trade BOSCH Trade BOSCH Model BOVB-60HDN1-M20G Cond BOVB-60HDN1-M20G AHRI ref 207658523 Coil BVA-48WN1-M20 AHRI ref 207658523 Efficiency 9.5 HSPF2 Efficiency 12.0 EER2,18.5 SEER2 Heating input Sensible cooling 32900 Btuh Heating output 48000 Btuh @ 47°F Latent cooling 14100 Btuh Temperature rise 28 °F Total cooling 47000 Btuh Actual air flow 1567 cfm Actual air flow 1567 cfm Air flow factor 0.052 cfm/Btuh Air flow factor 0.076 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.82 Ca pacity ba lance point=-7'F Backup: ELECTRIC BACKUP In ut= 10 kW Out ut=34121 Btuh 100 AFUE ROOM NAME Area Htg load Clg load Htg AVF Cig AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) LAUNDRY 37 1453 762 76 58 LIVING KITCHEN 645 12877 9244 670 703 BATH 45 1070 526 56 40 BEDROOM 2 141 2699 1638 140 124 BEDROOM 1 153 2869 1021 149 78 MASTER BEDROOM 214 5904 5736 307 436 MASTER WIC 65 927 126 48 10 MASTER BATH 73 2324 1566 121 119 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - - wrightsoft' 2026-Apr-06 09:42:53 �� .dL,• _ Right-Suite®Universal 2024 24.0.03 RSU25299 Page 1 XCN ...cky Point Road13420 Rocky Point Road ManJSD.rup Calc=MJ8 House Front faces: W Entire House 1373 30123 20619 1567 1567 Other equip loads 5073 2451 Equip. @ 1.00 RSM 23070 Latent cooling 5020 TOTALS i 1373 I 35196 i 28090 i 1567 I 1567 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. t -�- wrightsoft- 2026-Apr-06 09:42:53 ,­Z_. ___ Right-Suite®Universal 2024 24.0.03 RSU25299 Paget ...cky Point Road\3420 Rocky Point Road ManJSD.rup Caic=MJ8 House Front faces: W 1 F-K 1ST FLOOR LAUNDR 76 cfm 141 cfm 141 cfm 5 " 7 ' 7 ' 141 cfm 7 " 141 cfm 7 " 141 cfm 14 " LIVING KITCHE 7 " 5 " 56 cfm BATH 7 " 181, BEDROOM 149 cfm BED OOM 1 7 " 1 g 140 cfm 4 MASTER WIC 8 48 cfm 218 cfm EASTER BEDROO MASTER BATE g, 7 ,� 218 cfm 121 cfm Job#: 3420 Rocky Point Road Home Energy Solutions Scale: 1 : 81 Performed by Gerson Rubio for: 187 E Main St Page 1 9 3420 Rocky Point Road Right-Sude®Universal 2024 East Marion,NY Huntington,NY 11743 24.0.03 RSU25299 Phone:631-673-0664 2026-Apr-06 09:43:01 home-energysolutions.com gdlamay3@gmail.com ...3420 Rocky Point Road ManJSD.n I �s Manual S Compliance Report Job: 3420 Rocky Point Road wrightsol L© Date: April 6,2026 Entire House By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project For: 3420 Rocky Point Road, East Marion, NY Coo-ling Equipment Design Conditions Outdoor design DB: 84.2°F Sensible gain: 23070 Btuh Entering coil DB: 78.0°F Outdoor design WB: 71.4°F Latent gain: 5020 Btuh Entering coil WB: 64.0°F Indoor design DB: 75.0°F Total gain: 28090 Btuh Indoor RH: 50% Estimated airflow: 1567 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Bosch Thermotechnol Model: BOVB-60HDN1-M20G+BVA-48WN1-M20 Actual airflow: 1567 cfm Sensible capacity: 32900 Btuh 143%of load Latent capacity: 14100 Btuh 281%of load Total capacity: 47000 Btuh 167%of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 7.3°F Heat loss: 35196 Btuh Entering coil DB: 65.3°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Bosch Thermotechnol Model: BOVB-60HDN1-M20G+BVA-48WN1-M20 Actual airflow: 1567 cfm Output capacity: 40000 Btuh 1141/o of load Capacity balance: -7 °F Supplemental heat required: 0 Btuh Economic balance: -99 °F Backup equipment type: Elec strip Manufacturer: ELECTRIC BACKUP Model: Actual airflow: 1567 cfm Output capacity: 10.0 kW 97%of load Temp. rise: 20 °F Meets ACCA Manual S exemption criteria per NYS Code. -pp- wrightsoft- 2026-Apr-06 09:42:53 A2C� ., ,•..... .. .,._ ., Right-Suite®Universal202424.0.03 RSU25299 Page ..cky Point Road13420 Rocky Point Road ManJSD.rup Calc=MJ8 House Front faces: W Duct System Summary Job: 3420 Rocky Point Road wrightsoft Date: April 6,2026 Entire House By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 3420 Rocky Point Road, East Marion, NY Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.24 in H2O 0.24 in H2O Available static pressure 0.36 in H2O 0.36 in H2O Supply/return available pressure 0.267/0.093 in H2O 0.267/0.093 in H2O Lowest friction rate 0.142 in/100ft 0.142 in/100ft Actual air flow 1567 cfm 1567 cfm Total effective length(TEL) 254 ft Supply Branch Detail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (Cfm) FR (in) (in) Mat[ Ln (ft) Ln(ft) Trunk MASTER BEDROOM C 2868 154 218 0.160 8.0 Ox 0 VIFx 31.5 135.0 st1 BATH h 1070 56 40 0.185 5.0 Ox 0 VIFx 19.0 125.0 st1 BEDROOM 1 h 2869 149 78 0.185 7.0 Ox 0 VIFx 28.8 115.0 st1 BEDROOM 2 h 2699 140 124 0.161 7.0 Ox 0 VIFx 25.5 140.0 SO LAUNDRY h 1453 76 58 0.142 5.0 Ox0 VIFx 43.0 145.0 st1A LIVING KITCHEN C 1849 134 141 0.170 7.0 Ox0 VIFx 31.8 125.0 st1A LIVING KITCHEN-A C 1849 134 141 0.157 7.0 Ox0 VIFx 20.0 150.0 st1A LIVING KITCHEN-B C 1849 134 141 0.151 7.0 Ox0 VIFx 32.0 145.0 st1A LIVING KITCHEN-C C 1849 134 141 0.169 7.0 Ox0 VIFx 28.0 130.0 st1A LIVING KITCHEN-D C 1849 134 141 0.150 7.0 Ox0 VIFx 37.5 140.0 st1A MASTER BATH h 2324 121 119 0.158 7.0 Ox 0 VIFx 24.1 145.0 st1 MASTER BEDROOM-A c 2868 154 218 0.166 8.0 Ox 0 VIFx 35.7 125.0 st1 MASTER WIC h 927 48 10 0.160 4.0 Ox 0 VIFx 21.8 145.0 st1 • • Trunk DetailTable Trunk Htg Cig Design Veloc Diam H x W Duct Name Type (cfm) (Cfm) FR (fpm) (in) (in) Material Trunk st1 Peak AVF 1567 1567 0.142 887 18.0 0 x 0 ShtMetl st1A Peak AVF 745 760 0.142 711 14.0 0 x 0 ShtMetl st1 wrightsoft' 2026-Apr-06 09:42:53 �......�.a,n....- Right-Suite®Universal 202424.0.03RSU25299 Pagel �+C� ...cky Point Road13420 Rocky Point Road ManJSD.rup Calc=MJ8 House Front faces: W Return Bramh Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FIR (fpm) (in) (in) Opening (in) Matl Trunk rb2 Ox0 476 564 65.9 0.142 528 14.0 Ox 0 VIFx rb1 Ox 0 1091 1003 61.8 0.151 617 18.0 Ox 0 VIFx -�- wrightsoft' 2026-Apr-06 09:42:53 Right-Suite®Universal 2024 24.0.03 RSU25299 Page 2 A+CX ...cky Point Road\3420 Rocky Point Road ManJSD.rup Calc=MJ8 House Front faces: W III i MA R Air' al- 1im • • oil ►,� ,► L.1 :1 . J o' F TOWN OF SOUTHOLD—BUILDING DEPARTMENT y :6 Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT D) '11EE, For Office Use Only . PERMIT NO. Building Inspector: APR 3 2024 ApPlications and forms must be�filled out in their entirety Incomplete 4 _ applications will not�be accepted ;:Where the Apphcant snot the owner,an � .�. Owner's Authorization form(Page 2)shall be completed j • '.=z - Date:4M2 24 01NNER OF`i?ROPERTY € r " '. �� (S) . Name:3420 RPR LLC SCTM #1000-021-04-008 Project Address:3420 Rocky Point Road, East Marion Phone#.631 903-3574 Email:Rpotter@pofferpropertiesllc.com Mailing Address:35 Howard Dr, Coram NY 11727 t CONTACT PERSON -'; ; r Name.Megan Carrick .,. _ j-Col-e - (-It'660ff - -5./� - qb 3,- b, Mailing Address PO 877 Jamesport NY 11947 _ .. . _ Phone#:631 804- 796 Email.megan mtarchitecture@gmail.com DESIGN PRROFESSIONAL INFORMATION ; x r Name:Charles Thomas Mailing Address:PO Box 877 Jamesport NY 11947 Phone#:516-702-3519 Email:cdthomas63 aol.com CONTRACTOR INFORMATION 4 Name:TBD Mailing Address: Phone#: Email: DESCRIPTION OF:::PROPOSED CONSTRUCTIGN `>3 r ❑New Structure ❑■Addition ❑■Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑other $TBD Will the lot be re-graded? ❑Yes ❑■ No Will excess fill be removed from premises? ❑Yes ❑■ No 1 " a S V PROPERTY INFORMATION'S Existing use of property:Single Family Residence Intended use of property:Single Family Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 this property? ❑Yes ❑No IF YES, PROVIDE A COPY. r , 9 Check�Bos After Reac�ln$ `The ownerjcontrac[or/design professional is responsitile'.,for ail drainage and storm water issues as provided by, d Coe4 236ohew LT, t,pursuanttotheChapter B ingi Builing Zone Ordinance of the Tovvn,'of Southold Suffolk,County,New York antl other apple able Laws,Ordinances or Regulation'sfor the construction of buildings,' additions,akerations or fo(removal or demoht�on'as herein'descnbed The applicant agrees to comply with all applicable laves,ordinances,building code, housing code and'regulationsentl totdinit authorized inspectors on premises antl in'building(s)for necessary inspections.False staterrients made hereirrare punishable as a Class A:rnk enieanor pursuant to Section 230 4Sof the New"York'State Penal Lavv Application Submitted By(print name):Megan Carick ❑■Authorized Agent ❑Owner _ Signature of Applicant._ M11, 4/23/24naE D.BUNCH STATE OF NEW YORK) Notary Public,State of New York No.01BU6185050 SS: Qualified In Suffolk County COUNTY OF ) Commission Expires April 14,2 � being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the (Contractor,Agent, Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of, , 20-C)i `--e�-Y Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) Robert Potter residing at 35 Howard Drive, Coram, NY 11727 I, do hereby authorize Charles Thomas to apply on my behalf to t Town o outhold Building Department for approval as described herein. 4/23/24 Owner's Signature Date ROBERT POTTER Print Owner's Name 2 STATE OF NEW YORK DEPARTMENT OF STATE ONE COMMERCE PLAZA �p1\ KATHY HOCHUL 99 WASHINGTON AVENUE "� Pl` �. GOVERNOR ALBANY,NY 12231-0001 r¢c WALTER T. MOSLEY HTTPS:HDOS.NY.GOV ,"f�"Y J�;a 1 SECRETARY OF STATE -----—------—------—------—----------------------- In the Matter of the Petition of: DECISION Nicole Cooper For a Variance to the New York State Uniform Fire Prevention &Building Code PETITION NO. 2025-0518 -------------------------------------------------- Upon the application of Nicole Cooper filed pursuant to 19 NYCRR 1205 on July 10,2025, and upon all other papers in this matter, the Department makes the following determination: NATURE OF GRIEVANCE AND RELIEF SOUGHT This petition pertains to the alteration of space in a One-story high, detached one- or two-family dwelling of wood frame construction, approximately 1,394 square feet in gross floor area. The dwelling is located at 3420 Rocky Point Rd, Town of Southold, County of Suffolk, State of New York. Relief is requested from: 19 NYCRR Part 1220,The 2020 Residential Code of New York State, Section R310.2.1, Compliance. Emergency escape and rescue openings shall have a net clear opening of not less than 5.7 square feet.The net clear opening dimensions required by this section shall be obtained by the normal operation of the emergency escape and rescue opening from the inside. The net clear height or the opening shall be not less than 24 inches, and the net clear width shall be not less than 20 inches. [The petitioner requests having an egress window size that is less than allowed.] FINDINGS OF FACT 1. Drawings and photographs of the subject dwelling show a ground floor in construction. 2. The ground floor plans show the provision of an Emergency Escape and Rescue Opening. 3. The ground floor bedroom Emergency escape and rescue opening is less than 5 sq feet. 4. The ground floor will be utilized by persons familiar with their surroundings who can take necessary precautions in the environment. 5. Installing smoke detecting alarm devices within the ground floor would provide advance warning of a smoke or fire emergency. 6. The local code official supports the granting of a routine variance by the Department of State in this matter. 'i Department YORK STATE of State Petition No.2025-0518 Page 2 CONCLUSION OF LAW The proposed variance will not substantially adversely affect the Code's provisions for health, safety, and security. Strict compliance with the provisions of the Uniform Fire Prevention and Building code would entail practical difficulties or unnecessary hardship and would otherwise be unwarranted because such would be unnecessary considering alternatives which, without a loss in the level of safety, achieve the intended purpose of the code. DETERMINATION WHEREFORE IT IS DETERMINED that the application for a variance from 19 NYCRR Part 1220, The 2020 Residential Code of New York State, Section R310.2.1, Compliance, be and is hereby GRANTED with the following conditions: 1. That smoke detecting alarm devices shall be located in each major ceiling compartment, and interconnected to additional alarms throughout the dwelling. 2. That carbon monoxide detectors shall.be installed at—each level of the dwelling. 3. That in all other respects the applicable requirements of the Uniform Code shall be satisfied. This DECISION is issued under 19 NYCRR 1205.5 unless objected to by the petitioner in a writing received by the department, the decision shall become FINAL after fifteen days of receipt of the decision by the parties. This decision is limited to the specific building and application before it, as contained within the petition, and should not be interpreted to give implied approval of any general plans or specifications presented in support of this application. a John A ano Director Division of Bui ing Standards and Codes DATE: October 3, 2025 CA: NC i BUILDING DEPARTMENT-Electrical I P TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 1 1 971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 ip !a mesh 0southoldtownny aov - sea nd ansoutholdtownn aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: 01/23/2025 Company Name: RO ELECTRICAL SERVICES INC. Electrician's Name: REYNALDO ORTIZ License No.: ME-40983 Elec. email:roelectricservices@gmail.com Elec. Phone No: 631-355 4061 211 request an email copy of Certificate of Compliance Elec. Address.: 285 LINCOLN AVE, BRENTWOOD, NY 11717 JOB SITE INFORMATION (All Information Required) Name: GH ASSETS 2 LLC Address: 3420 ROCKY POINT ROAD, EAST MARION NY 11039 Cross Street: SOUTHERN BLVD Phone No.: 516 903 4516 Bldg.Permit#: email:Nicole@ghpre.com Tax Map District: 1000 Section:21 Block: 4 Lot:8 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): MAIN BUILDING FULL ELECTRIC RENOVATION 1406.49 SF AND SERVICE UP GRADE TO 200 AMP. Square Footage: 1406.7 Circle All That Apply: Is job ready for inspection?: ❑ YES NO ❑Rough In ❑ Final Do you need a Temp Certificate?: YES ❑ NO Issued On Temp Information: (All information required) Service Size�1 Ph❑3 Ph Size: 200 A # Meters 1 Old Meter# 9840076 ❑✓ New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑✓Overhead # Underground Laterals 1 F2 H Frame Pole Work done on Service? LJY ✓ N . Additional Information:service up grade to 200 ampt o an existing service,Overhead single meter.. PAYMENT DUE WIT" APPLICATION Meyer, Nancy From: Meyer, Nancy Sent: Tuesday, May 27, 2025 2:55 PM To: 'Nicole Cooper' Subject: FW: 3420Rocky Point Rd East Marion NY Attachments: 3420 Rocky point Er East marion.pdf Nicole, Your electrician passed this along to me. I want to point out that while there is a Town of Southold electrical application included with the attachment, this application was never filed in the office here and an electrical permit with the building department was never issued. We have 2 electrical inspectors and neither of them have been to the project. The town will not accept outside certification for electrical, such as the attached. You need to follow up with the building department,speak to one of the secretaries, and complete your application for permit and get an inspection scheduled. I spoke to John,the other building inspector, and let him know that your architect will be certifying the inspections consisting of:footings,foundation (and damp proofing),framing,strapping, plumbing; he advised that we will not be accepting photos or architect certification of the insulation/fire caulking for the project, so you should get on our inspection schedule asap. Updated architectural drawings and the REScheck need to be submitted to us and approved before the inspection takes place, and, before you can move forward closing in any walls. If you have any questions,you are welcome to talk to John, or myself. The secretaries can help you with the electrical permit and scheduling the inspections. .Nancy✓Meyer Building Inspector Town of Southold Building Department Annex Building 54375 Main Road Southold,NY 11971 (631) 765-1802 From: reynaldo ortiz<roelectricservices@gmail.com> Sent:Tuesday, May 27, 2025 1:41 PM To: Meyer, Nancy<nancym@southoldtownny.gov> Subject: 342011ocky Point Rd East Marion NY Good Evening Inspector Nancy,The town representative sent me to certified Electrical Inspections Inc to process the inspections and paper work to start an Electrical Job, due that at that moment you didn't have an electrical inspector, I was informed.. And we have the rough Inspections done. If we need to do anything please let us know. I am sending the work done with the Inspection Agency.. Please check the attachment for major information. Thank You Reynaldo Ortiz 1 JAM Design Services 12.57 Udall Rd,Bay Shore NY 11706 Phone. (631) 888-7318 Fax. (631) 888-7319 kbennett@)jamds.com -DIP 5/23/25 Southold Town Hall Building Department ATTN:Amanda Nunemaker RE: 3420 Rocky Point Road East Marion Hi Amanda, Please find enclosed Plans for above referenced project for rehabilitation of existing dwelling and rear addition. Feel free to reach out to Josh with any questions/concerns. imever@iamds.com Hope all is great with you and talk soon! jetgads, Kertl ennett JAM Design Services, Inc. 1257 Udall Rd. Bay Shore, NY 11706 kbennett@jamds.com 631-888-7318 EXPECTED HIGH WATER ELEV.d3'FROM GRADE MAIN DWELLING&DRIVEWAY DRAINAGE CALCULATIONS PROP.DRIVEWAY AREA= 1,531 sq.i x.161 x 1.00 =256 cu.ft. MAIN DWELLING AREA= 1,394 sqk x.161 x 1.00 =233 cu.fL TOTAL =489cuft PROPERTY TO 489 cn.ft./42.24(8'RING)=11.6 v.f. NORTH NO T KNOWN WELLS 8'0 x 12'DEEP DRYWELL LEACHING POOLS WITHIN 100' O - — ------------- — — 212.6' ---------- PROPOSED 1�I S'X 12'DRYWELL 4 FOR MAIN DWEWNG ' ` S ` , 8 X12 &DRIVEWAY �i-_� LP 50% iI `i ■ I FUTURE I i SEAL I_ ■ y TEST BORE i1 20"a s; ' SE`IPTIC BY OTHERS WEST NO KNOWN ',I�C ;, a S �� c�,. O[3cn PROPERTYT , IWOROUN a x .�,'-; U1 W 'C 3/4'WATERMAIN W,4 � fi .� 12GA2WI D POOL BY T . y WELLS WITHIN T o`' i „ It STORY ! OTHERS BARN/POOL HOUSE, I w a DWELLING; t WOOD m cv w h� h Zl PORCH SHED BY OTHERS PROPERTY TO BEDROOMS " <>, ,•• z EAST NO KNOWN WELLS WITHIN 100, IrPROPOSED 3/4..�' 1I WATERMAIN ` c,N c, V p> -- CIE _— ,. ------ z Z o> I - CP TO BE PUMP AND 8X13 Z FILL WITH SAND/ W C U ASPHALT DRIVEWAY GRAVEL ABANDON O a a O �I OF TO BE PU4 AND FILL TH SAND/GRAVEL ABANDON-=r—_ DRYWELL BY OTHERS) y FOR POOL PATIO,POOL HOUSE&POOL r> 211.3' ------------- ---- -------------------------------------- ------- ---- -- S85°50'4Q"W z PROPERTYTO a SOUTH NO KNOWN i/ LU WELLS WITHIN (D W J o 100' Z Z d w O 70 0 W wit z Z zI J O w I w Q z QH �_ a < u ¢ F al DWG NO � 1 1 5UPVEY of PPOPEPTY J 0 SHUA R. WICKS P . L. S . S 0 T T�]_7 ]- ]" �7 7� A T BOULEVARD --�O T T 51M� SURVEYED BY:J.R.W. DRAWN BY:J.R.W. JOB NO.:JRW24-0076 v T H l/-��1\y/ L/—rJ U LE VA R D M141-MMON, I-OWN OF 5OU[HO�17 P.O. BOX 593 -- — 5UFFOV COUNTY NSW YOW Center Moriches, N.Y. 11934 JoshuaRWicks@gmail.com mac,�,o #631-405-8108 5uffolk Car�,q 11ax Map No,: o5io2, GRAPHIC SCALE 1000-021,00-0 1,00-006 000 0 1\(20) .osu o,o� z(10) 3 160) PAt 5UC;VE; P: 04/0612024 (Z' CID 5CAL�: 111-20' cis v . •N 88049 '00" E TAX LOT 7 6' STOCKADE FE. MON. FIND. 00 o � (00 o 0 I C. WOOD C s 21.6 O � 7.5'� / 6.5' o �{ OVERHEAD WIRES o, 1/ STY, �75/� FR. c I a FR. RES. �' / BARN ,o-' O CQT OH OH —OH —OH —OH —OH —OH ,ce rii z . 08'HIGH)cv FR. #3420 100- ENCL. LO / ,.//l °D'� C , 0 j 15.5' —J // ///�34ri////i / LO LOT AREA r , CO 58.5 ° V O METAL 19,068.00 S.F. in COVER O ASPHALT DRIVEWAYc� N 0.94 ACRE(S) WOOD RET. WALL(6") 6' PVC FE. 4' CHAIN UNK FE. <QF NEW ll�4' WIRE FE. — — — — 6' STOCKADE FE. P �p R. �, o,A TAX LOT 14.3 � % S 85050 '40" W 211.27' NO. 0510�� NsF� LAND CHECKED BY: •• (1) UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY MAP BEARING A LICENSED LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209. SUB—DIVISION 2, OF NEW YORK STATE EDUCATION LAW. (2) ONLY BOUNDARY SURVEY MAPS WITH THE SURVEYOR'S EMBOSSED SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE SURVEYOR'S ORIGINAL WORK AND OPINION. (3) CERTIFICATIONS ON THIS BOUNDARY SURVEY MAP SIGNIFY THAT THE MAP WAS PREPARED IN ACCORDANCE WITH THE CURRENT EXISTING CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS, INC. THE CERTIFICATION IS LIMITED TO PERSONS FOR WHOM THE BOUNDARY SURVEY MAP IS PREPARED,TO THE TITLE COMPANY,TO THE GOVERNMENTAL AGENCY,AND TO THE LENDING INSTITUTION LISTED ON THIS t(D"ll — BOUNDARY SURVEY MAP. (4)THE CERTIFICATIONS HEREIN ARE NOT TRANSFERABLE. (5) THE LOCATION OF UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS ARE NOT ALWAYS KNOWN AND OFTEN MUST BE ESTIMATED. IF ANY UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS EXIST OR ARE SHOWN. THE IMPROVEMENTS OR ENCROACHMENTS ARE NOT COVERED BY THIS SURVEY. (6) THE OFFSET (OR DIMENSIONS) SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES, RETAINING WALLS, POOLS, PATIOS PLANTING AREA3, ADDITIONS TO BUILDINGS, AND ANY OTHER TYPE OF CONSTRUCTION. (7) PROPERTY CORNER MONUMENTS WERE NOT SET AS PART OF THIS SURVEY. (a) THIS SURVEY WAS PERFORMED WITH A TRIMBLE S5 ROBOTIC ZTOTAL STATION. (9) THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD IF ANY, NOT SHOWN ARE NOT GUARANTEED. East Marion Suffolk County Tax Map No.: 1000-021.00-04.00-008.000 GEM HUNTER PROPERTY V, , 3420 Rocky Point Rd. „.DNApE East Marion,NY THESANITAF;Y DISPOSAL SYSTEM DESIGN IS BASED UPON THE: PROPOSED STATEOFNEWYORTTEIO,DEPARENTOFHETH,CAERII PR QPQJ ED A/I OYTS PRAHT 75,5TANDARD5 FOR INDIVIDUAL ON5ITE WATER SUPPLIMP 3 - INDIVIDUAL ONSITE WASTE TER TREATMENT SYSTEMS,APPENDIX IS'end SuffolkG ,W Res1—e lSapU,MANUAL _ °OWN 1. 3 BEDROOMS REQUIRES I ID GPO PER BEDROOM•3W GPD SUFFOLK COUMY DEPARTMENT OF HmTN SERNC _ o o O O O O o PROPOSED FUJI GLEAN GEN 5 GAPAGEIYOF See GFV>350GPp MIT ER OR ROVAL F NSTRUCTON OR ]. PROPOSED LEACHING POOLS(1)B'DIAMETERX I2'DEEP o Cl 0 O L7 0❑ SINGLE FAMILY RESIDENCE AND ❑C]O O O O o PLUS(1)POOL B'DIAMETER%10'DEEP ALSO USED FOR SO%E%PAN510N ®aowc O„ POOL BeMPpol Hpus � DOTN-OrsNWGO) o0 0 o O�O LCAGHING DESIGN d'DIA 25 SDPT PER FT LEACHING RATE 2 GAL E ELEv.u.s ° SW 0 O O 0 O[7 PSQPT-25%2X12-0 e,-350 GPD r,Ax DATE lazarza H.S.REF.No. R-za-tzes O C]O O O O❑ LOGNnOry Tov APp(tOVED _ [][�o 0 0 0 o TOTAL Mm UM BEDRDOMs 4/D ❑O O O O O❑ 11..eL IIIEKPIRES THREE EARS FROM DATE OF APPIR 0 0 0 0 0 0 o r p � C-1 3 o 0 0 0 0 0 o I* Enxaxn0F.n0 Gw.vEL 7$$.Xw� ofA s°FNEEOLxarvvor mDKN+AD E yLII vu LucHiuO iv LP7 °rHncLSue N V$° V�gOuP.RCOnnu.A.,.•<eeen.R..r.rc.•eree.pn z o aa_ Ea d O C TYP LEACHING POOL "°� °""°' a "°�'� z o f C Z�o .. PROPERtt TO BxFEeTEOxIGHwwTeR eLev.a3FROrL\a wnorlinF,nwnlMin,°MFdMNw =NW NORTH NO suHel4 uu,nr Do°t dNFFhh denras 3 m A KNOWN WELLS GENERAL I/A OkNT5 ARRANGEMENT 4g1d3110:.5T5C..Nwnm WITHIN 100' � FdrF,xs.loFMduio imp.LEirnii. Future expansion leaching pool to be completely O 12.6' N88°.�49'E dear of pool house sanitary piping. 1.12 �— O„T"Sen R WELLS to p T 5T BOR v � LA - O EN: o N 16, ° IL 'as�N k"° W 0 l NTRL FxL H lY ° �-, 15 PROPERTY—To N FmBcx YO OC Q WE5T NO KNOWN J _ ' �O W\.D cP j N WELLS WITHIN x avA w6R lTl Ud m _ ut U m STORY \\\ 1i a Q v POOL V m PROPERTYTO G,p —. DWELLING E� HOUSE r EAST NO KNOWN o z z N BEDROOMS D_ SHED WELLSWITHINce O ' \�������\ too• m(7 w 3 v — 16' 15 00�3 y °' ovoDe Ea �o zo d TO BE F- e 111TT111 ERSPM GRAVEL A3ANOONO N ASFM.LipRIYEWAr O G w S Lo w 6 Of 100E FIMPA-FILLMTNSA„OIGIavELA-01 J 11 3 DATE: 585e 50'40"4 is/1D/za PROFERTYTO SOUTH NO KNOWN WELLS WITHIN SCALE: 100' t-m SITE PLAN SHOWING PROPOSED I/A OWTS SHEET: 5D-1 East Marion Suffolk County Tax Map No.: 1000-021.00-04.00-008.000 NCAMING 9lRVILl MOA,M,1X0 VOLTS NEW DEDICATED 1-POLE GFIC BREAKER �.S'-� �_- •- 120 VOLT DEDICATED FEEDER TO CONTROL UTILITY _ •" PANEL 212CA.NI MA GRND IN 1'PYC CONDUIT CAWUIT PIMA "• ..o.�v.x "'� FUJI MAG FUJI DRZWIR .a..,..a•e .....w. 14 150RII CONTROL PANEL BLOWER PANEL �•® ��-^�� w..m ••�• r ,...... +� IN. ERTOSE _ GROUND MARDWIREDTO CONTROL PANEL 1W VOLT 2126A.aN 3' 12GA GRND IN 1•NC neroaw CONDUIT FROM CONTROL PANEL TO BLOWERIPUMP AIR PUMP CNTRL/AIR PUMP MOUNT HOUSE CONNECTION DETAIL FUJI ONE-LINE WIRING DIAGRAM N.T.5. N.T.S. N.T.5. FUJI CLEAN CEN s NT5 Coastal Wastewater Solutions,LLC a > ... _ Soils Report p c Z .,,ix",...v, .w.." ,. ... ...�..,.. 1/20/2024 Of> ii 3420 Rocky Point Rd C 'C F 0"-12"Topsoil d Fill East Marion,NY 11939 Town of Southold w W nt PLAN VIEW County of Suffolk TmRural Class:Loamy Send J 0 Te ural Class:Fine Sand Unified Soil Classification:SP SECTION A-A VIEW SECTION B-B VIEW O VIEW OF FUJI CLEAN CNTRL PNL Tl umi Clara:Coarse Sand and Gravel Unified son Classification:SW U 4 >z8 nm 501L TEST REPORT Q z 2 N �W=O w�I R i;'are O K =T' VERTICAL VIEW 912^i`o +9 --'1,V-- ------�1 11-- DATE: CNTRL PNL WIRING SCHEMATIC TOP VIEW SHEET: N.T.5. Floor Plan View Dimensioned �JD-2 1 IN=1 FT East Marion Suffolk County Tax Map No.: 1000-021.00-04.00-008.000 T011 T. —1-... fat Fill • w ce It• I 1 2-1 z I: ; 0 r I i gq BARN/pool house ATTIC 4P 7 1 7 7. Q — -- -------- IL ------------- fill BARN POOL HOUSE CONVER51ON aif q, g3,0 0 0 z 0 it At -a i STORAGE SHED" L—-———————————— - ----------- a' DATE: ..... ------F, 10/10/24 FCALE'. FOUNDATION PLAN(CRAM SPACE ONLY) BARN/pool house AND SHED CONVERSION PLANS SHEET: SURVEY OFPROPERTY �OUTH��,N Ar SITUATE EAST MARION \ BO TOWN OF SOUTHOLD \ �"EVAR n SUFFOLK COUNTY, N.Y. L SURVEYED: MAR. 05, 2026 00 Sil 1000-021.00-04.00-008.000 co v m LOT AREA TAX LOT 19,068.00 S.F. �1 Nil' CIA THE V 7 (0.44 ACREI !v 88°99'0 pAA COnrSTANTIAIE ANGELA08 E VANCELATOS q = oo FED 'N O 6'STOCKADE FENCE 21,2.59' 3 W LTON. a D._ ma c I� w 5 i Lo O I I ROOF Cb _ OVER PEAT. - DE j,-011H OH _08_OVERHEAD WIRES 1� �75 z I B.B.. To a ��OF NEWT 9 —ONFRAT DRY. a _ p rr S44 �s.s' �; '� �Y �,��G�PEL K.1,�c ,p� o Ta S 21.0' lp � cRA 11 N RE#ID ONCE & FRAME FRAA/E N 3 I� y 3 I o 3 8�GH FLOC. I W k O O o 58.5' 52.2' f1� o ❑ I ❑o Ey N oso39° ��oe VIC I s.s' O PIE 7D.w.l SF�LAND 5��� E� GRAVEL DRIVEWAY U v1 C E y J A/C / �" O ad RD � i J N COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED WOOD RET.WALL(8� OR EMBOSSED SEAL SHALL NOT BECONSIDERED TO BE A VALID COPY. FE.0.1 5 4 WIRE ° MICHAEL K WICKS, P.LS. #50390 6'P.V.C.FENCE 8 a 3 MICHAEL E WICKS S 85°50'90" W 6'STD KADE cq LAND SURVEYING TAX LOT 143 FE•0.5N 15 N/F 1RENE DRIVAS z�1„`Z7' CENTERFMORI HES, NEW YORK 11934 GRAPHIC SCALE: 1 INCH = 20 FEET THEODORE DRIVAS inf ltwi ksiandsurveyi�ngcom G 20 0 1D 20 40 80 RECORDS OF RICHARD C. DRAKE - SCALE: SURVEYED BY: DRAWN SY: SHEET: 1"=20' M.W. J.W.W. 1 OF 1 STANDARD NOTES:1.COPYRIGHT 2026 MICHAEL R.MICRE LAND SURVEYING 2.UNMITHORIZED ALTERATION OR ADDITION TO THIS SURVEY MAP BEARING A LICENSED LAID SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209,SUB-DIVISION 2,OF NEW YORK STATE EDUCATION LAW.J.ONLY BOUNOARY SURVEY MAPS WITH THE SURVEYOR'S EMBOSSED SEAL ME GENUINE TRUE AND CORRECT COPIES OF THE SURVEYOR'S ORIGINAL CATIDISONTHE MA wAs PFEPMEO IN ACCORDANCE WITH THE CURRENT EXISTING C ADOPTED er THE x R STALE M OF PROFESSIONAL WY THE CCPnFICAnav Is _ THE B SURVEv MM IS PREPARED,10 IH — E LENDING 0 RUDONUUSTED On THISRVEY MA ERE IN M UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS OFTEN MUST RE ESTYMATED1NCF Axv U HMENTS EXIST OR ME SHOWN•THE IMPROVEMENTS OR EICROALHMENIS ME HH COVERED ; BVINSMSURVEY.GIHE YOFFSET TO THE DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO111E PNDP(RTY LINES TMESFOR A SPE°HCOPURPOSE SAND USE ANDTHEREFORE AREHOT INTENDED 70 GUIDE THE ERECTION OF TFENCES.RETMNYNGS WALLS.IFOOLS.PATIOS PLANTING MEAS,ADDITIONS TO BUILDINGS.LAND MY OTHER IYPECOFF CONSTRUCTION. East Marlon Suffolk County Tax Map No.: 1000-021.00-04.00-008.000 cfl " ": GEM HUNTER PROPERTY o '_ 4. 3420 Rocky Point Rd. CIO East Marion,NY r--e w' PROPOSED A/I OWTS Q W a ,y5 _ A 3 5 a;; � O _212.6 w Y z N88";491E a o a fau rrvc'__TE UIEF w m <a e.vlir 3 l7 OE p m 16' z 15' N W F In STORY \\ \ r± \DWELLING \\ \ f'UC)L :HOUSEn W \3 BEDROOMS \PO0.0 \ \ SHED N w+rc Rewx � DW N ASPNNT°RNEYUT - U O o f0 ozz� 585'50'40"W N ocxU w rnf- gozpv 3 fi 'Z as-built S1TE PLAN SHOKNG installed I/A OINT5 a DATE: 3/27/26 SCALE: r=la SHEET: 5D-1 1 x Generated by REScheck-Web Software Compliance Certificate 1 Project 3420 Rocky Point Rd. East Marion, NY Energy Code: 2018 IECC Location: Suffolk County, New York Construction Type: Single-family Project Type: New Construction Orientation: Bldg. faces 270 deg. from North Conditioned Floor Area: 1,940 ft2 Glazing Area 14% Climate Zone: 4 (5999 HDD) Permit Date: Permit Number: All Electric false Is Renewable false Has Charger false Has Battery: false Has Heat Pump: true Construction Site: Owner/Agent: Designer/Contractor: 3420 Rocky Point Rd. Nicole Cooper East Marion, NY Gem Hunter 516903-4516 nicole@ghpre.com 'Compliance: Passes using UIA trade-off Compliance: 13.2%Better Than Code Maximum UA: 235 Your UA: 204 Maximum SHGC: 0.40 Your SHGC: 0.30 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Prop.Assembly Gross Area Cavity Cont. Req. Prop. Perimeter Ceiling: Flat Ceiling or Scissor Truss. 910 38.0 0.0 0.030 0.026 27 24 Ceiling 1: Cathedral Ceiling 483 25.0 0.0 0.041 0.026 20 13 Wall:Wood Frame, 16"o.c.Orientation: Unspecified 1,264 21.0 4.0 0.045 0.060 47 63 Door 1: Solid Door(under 50%glazing) 21 0.300 0.320 6 7 Orientation: Unspecified Door 3: Solid Door(under 50%glazing) 21 0.300 0.320 6 7 Orientation: Unspecified Door: Glass Door(over 50%glazing) SHGC: 0.30 50 0.300 0.320 15 16 Orientation: Unspecified Project Title: 3420 Rocky Point Rd. East Marion, NY Report date: 10/28/24 Data filename: Page 1 of10 Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Window:Wood Frame SHGC: 0.30 124 0.300 0.320 37 40 Orientation: Unspecified Floor:All-Wood joist/Truss 1,393 30.0 0.0 0.033 0.047 46 65 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the and tory requir ments listed in the REScheck Inspection Checklist. CURTIS TAUFMAN, ARCHITECT L 10-28-24 Name-Title Signature V Date Project Title: 3420 Rocky Point Rd. East Marion, NY Report date: 10/28/24 Data filename: Page 2 of10 Section # Foundation Inspection Complies? Comments/Assumptions & Req.ID 303.2.1 ;A protective covering is installed to I❑Complies :Requirement will be met. [FObl]z protect exposed exterior insulation ElDoes Not tiand extends a minimum of 6 in. below grade. ,❑Not Observable ❑Not Applicable 403.9 Snow-and ice-melting system controls;❑Complies ;Exception: Requirement is not applicable. [FO12]2 installed. UDoes Not '4 ;❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 3420 Rocky Point Rd. East Marion, NY Report date: 10/28/24 Data filename: Page 4 of10 Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions &Req.ID 402.1.1, DoorU-factor. ; U- U- ElComplies ;See the Envelope Assemblies 402!3.4 ;❑Does Not table for values. [FR1]l ;❑Not Observable ; ❑Not Applicable 402.1.1, Glazing U-factor(area-weighted ; U- U- ?❑Complies ;See the Envelope Assemblies 402.3.1, average). ❑Does Not table for values. 402.3.3, 402.5 :❑Not Observable [FR2]1 ; ; ::,[]Not Applicable ; 303.1.3 U-factors of fenestration products ❑Complies ;Requirement will be met. [FR4]1 :are determined in accordance ❑Does Not V :with the NFRC test procedure or ;taken from the default table. ❑Not Observable ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier ❑Complies [FR23]1 installed per manufacturer's ❑Does Not J ;instructions. ' ❑Not Observable ❑Not Applicable 402.4.3 ;Fenestration that is not site built ❑Complies ;Requirement will be met. [FR20]1 is listed and labeled as meeting ❑Does Not - AAMA/WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC ❑Not Observable 1400 that do not exceed code ❑Nat Applicable limits. 402.4.5 IC-rated recessed lighting fixtures I ❑Complies ;Requirement will be met. [FR16]2 ;sealed at housing/interior finish ❑Does Not and labeled to indicate s2.0 cfm leakage at 75 Pa. ❑Not Observable ❑Not Applicable 403.3.1 Supply and return ducts in attics I ❑Complies ;Exception: Ducts located [FR12]1 insulated >= R-8 where duct is ❑Does Not :completely inside the O) >= 3 inches in diameter and >= building envelope. R-6 where<3 inches.Supply and ❑Not Observable ; return ducts in other portions of ❑Not Applicable ;the building insulated >= R-6 for ;diameter>=3 inches and R-4.2 !for< 3 inches in diameter. 403.3.2 ;Ducts, air handlers and filter ❑Complies Requirement will be met. [FR13]1 ;boxes are sealed with ❑Does Not LG ;joints/seams compliant with International Mechanical Code or ❑Not Observable International Residential Code, as ❑Not Applicable ;applicable. 403.3.5 'Building cavities are not used as i❑Complies Requirement will be met. [FR15]3 ducts or plenums. S1❑Does Not 8' ❑Not Observable I❑Not Applicable 403.4 HVAC piping conveying fluids R- R- ;❑Complies ;Exception: Requirement is [FR17]2 !above 105 °F or chilled fluids :❑Does Not :not applicable. e below 55°F are insulated to >_R- ;❑Not Observable i3. ❑Not Applicable 403.4.1 ;Protection of insulation on HVAC ❑Complies Exception: Requirement is [FR24]1 piping. ` IE]Does Not ;not applicable. V ❑Not Observable I❑Not Applicable 403.5.3 I Hot water pipes are insulated to R- ; R- ;[]Complies ;,Exception: Requirement is [FR18]2 i>_R-3. ; ;❑Does Not :not applicable. U ; ; ;❑Not Observable ' !❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 3420 Rocky Point Rd. East Marion, NY Report date: 10/28/24 Data filename: Page 5 of10 52ction Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 403.6 ;Automatic or gravity dampers are �❑Complies ;Requirement will be met. [F1119]1 installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable ' i ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 3420 Rocky Point Rd. East Marion, NY Report date: 10/28/24 Data filename: Page 6 of10 SL-ction Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions &Req.ID 303.1 ;AII installed insulation is labeled ❑Complies ;Requirement will be met. [IN13]2 or the installed R-values ❑Does Not provided. ❑Not Observable ❑Not Applicable 402.1.1, ;Floor insulation R-value. ; R- R- ;❑Complies ;See the Envelope Assemblies 402.2.E ;❑ Wood ;❑ Wood ;❑Does Not table for values. [IN1]1 :❑ Steel ❑ Steel ,❑Not Observable , ; ;❑Not Applicable 303.2, ;Floor insulation installed per ❑Complies ;Requirement will be met. 402.2.8 :manufacturer's instructions and ❑Does Not [IN2]1 in substantial contact with the i underside of the subfloor, or floor t ❑Not Observable :framing cavity insulation is in ❑Not Applicable :contact with the top side of ;sheathing, or continuous insulation is installed on the underside of floor framing and I extends from the bottom to the top of all perimeter floor framing j members. 402.1.1, Wall insulation R-value. If this is a; R- R- ;❑Complies ;see the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the ❑ Wood ;❑ Wood ;❑Does Not table for values. 402.2.6 ;wall insulation on the wall ❑ Mass ❑ Mass [IN3]1 ;exterior,the exterior insulation ;❑Not Observable p� requirement applies (FR10). ❑ Steel ❑ Steel ❑Not Applicable ; 303.2 ;Wall insulation is installed per ❑Complies ;Requirement will be met. [IN4]1 :manufacturer's instructions. ❑Does Not IE]Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 3420 Rocky Point Rd. East Marion, NY Report date: 10/28/24 Data filename: Page 7 of10 section Plans Verified f Field Verified alue Value Complies? Comments/Assumptions &Req.ID 402.1.1, ;Ceiling insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 4022.1, ;❑ Wood ❑ Wood ;❑Does Not table for values. 402.2.2, ❑ Steel ❑ Steel 402.2.E ❑Not Observable [Fl1]1 ; ;❑Not Applicable 303.1.1.1, Ceiling insulation installed per ❑Complies Requirement will be met. 303.2 :manufacturer's instructions. [ !E]Does Not [FI2]1 ;Blown insulation marked every 300 ft2. ❑Not Observable ❑Not Applicable 402.2.3 ;Vented attics with air permeable ❑Complies ;Requirement will be met. [FI22]2 (insulation include baffle adjacent ❑Does Not Ito soffit and eave vents that { ;extends over insulation. E ❑Not Observable ❑Not Applicable 402.2.4 ;Attic access hatch and door ; R- R- ;❑Complies Requirement will be met. [F13]1 :insulation>_R-value of the I ❑Does Not ;adjacent assembly. ,❑Not Observable ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50= ACH 50 = ;❑Complies ;Requirement will be met. [FI17]1 each in Climate Zones 1-2, and '❑ Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable , ❑Not Applicable 403.3.3 Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies ;Requirement will be met. [FI27]1 "determine air leakage with ftz ft2 ❑Does Not ;either: Rough-in test:Total leakage measured with a ; :❑Not Observable pressure differential of 0.1 inch ;❑Not Applicable w.g. across the system including ;the manufacturer's air handler I enclosure if installed at time of test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch w.g.across the entire system including the manufacturer's air handler enclosure. ; 403.3.4 ;Duct tightness test result of<=4 cfm/100 cfm/100 ;❑Complies ;Requirement will be met. [FI4]1 (cfm/100 ft2 across the system or ft2 ft2 ;❑Does Not <=3 cfm/100 ft2 without air ;❑Not Observable handler @ 25 Pa. For rough-in tests,verification may need to ;❑Not Applicable occur during Framing Inspection. 403.3.2.1 ;Air handler leakage designated ❑Complies ;Requirement will be met. [FI24]1 :by manufacturer at<=2%of ❑Does Not ;design airflow. ❑Not Observable ❑Not Applicable 403.1.1 i Programmable thermostats ❑Complies Requirement will be met. [F[9]z I installed for control of primary ❑Does Not jheating and cooling systems and initially set by manufacturer to ❑Not Observable .code specifications. ❑Not Applicable 403.1.2 Heat pump thermostat installed ❑Complies ;Requirement will be met. [FI10]2 Son heat pumps. ❑Does Not ❑Not Observable ❑Not Applicable 403.5.1 i Circulating service hot water I ❑Complies ;Exception: Requirement is [FI11]2 'systems have automatic or ❑Does Not not applicable. Saccessible manual controls. ❑Not Observable ❑Not Applicable 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 3420 Rocky Point Rd. East Marion, NY Report date: 10/28/24 Data filename: Page 8 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions &Req.ID 403.6.1 ;All mechanical ventilation system ❑Complies ;Requirement will be met. [FI25]2 Ifans not part of tested and listed ❑Does Not j HVAC equipment meet efficacy and air flow limits per Table ❑Not Observable R403.6.1. ❑Not Applicable 403.2 ;Hot water boilers supplying heat ❑Complies Requirement will be met. [FI26]z (through one-or two-pipe heating []Does Not !control have outdoor setback j control to lower boiler water ❑Not Observable Itemperature based on outdoor ❑Not Applicable !temperature. I 403.5.1.1 ;Heated water circulation systems ❑Complies ;Exception: Requirement is [F128]2 !have a circulation pump.The ❑Does Not not applicable. system return pipe is a dedicated i return pipe or a cold water supply ❑Not Observable pipe.Gravity and thermos- ❑Not Applicable )syphon circulation systems are =not present. Controls for I circulating hot water system pumps start the pump with signal ,for hot water demand within the ; 1 occupancy.Controls automatically turn off the pump }when water is in circulation loop is at set-point temperature and no demand for hot water exists. 403.5.1.2 Electric heat trace systems ❑Complies ;Exception: Requirement is [FI29]z ;comply with IEEE 515.1 or UL ❑Does Not :not applicable. 515. Controls automatically adjust the energy input to the ❑Not Observable heat tracing to maintain the ❑Not Applicable desired water temperature in the i piping. t $ 403.5.2 ;Demand recirculation water ❑Complies ;,Exception: Requirement is [F[30]2 ')systems have controls that ❑Does Not not applicable. manage operation of the pump i and limit the temperature of the JE]Not Observable water entering the cold water ❑Not Applicable piping to <= 1042F. 403.5.4 ;Drain water heat recovery units ❑Complies [FI31]2 Itested in accordance with CSA ❑Does Not i 655.1. Potable water-side I pressure loss of drain water heat ❑Not Observable recovery units < 3 psi for ❑Not Applicable individual units connected to one or two showers. Potable water- ' ,side pressure loss of drain water heat recovery units < 2 psi for individual units connected to (three or more showers. 403.10.1 ;Readily accessible switch on ❑Complies ;Requirement will be met. [FI12]3 heaters for swimming pools or ❑Does Not permanent in-ground spas. Switch operation does not ❑Not Observable !change heater thermostat ❑Not Applicable ;setting. Heater circuit breaker is installed independent of switch. Gas-fired heaters equipped with ignition pilots that are not ;continuously burning pilots. s 403.10.2 ;Timer switches or other ❑Complies j Requirement will be met. [FI19]3 !automatic preset schedule ❑Does Not !control method are installed on I heaters and pumps serving pools ❑Not Observable and permanent ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 3420 Rocky Point Rd. East Marion, NY Report date: 10/28/24 Data filename: Page 9 of10 section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 403.10.3 ;Outdoor heated pools and ❑Complies ;Requirement will be met. [F120]3 loutdoor permanent spas have a ❑Does Not Ivapor retardant cover. i []Not Observable ' ❑Not Applicable 404.1 ;90%or more of permanent ❑Complies [FI6]1 'fixtures have high efficacy lamps. ❑Does Not IE]Not Observable I❑Not Applicable 404.1.1 1 Fuel gas lighting systems have ❑Complies :Exception: Requirement is [FI23]3 'no continuous pilot light. ❑Does Not :not applicable. ❑Not Observable IE]Not Applicable 401.3 11 Compliance certificate posted. ❑Complies ;Requirement will be met. [F[7]2 ; ❑Does Not ❑Not Observable ' ❑Not Applicable 303.3 Manufacturer manuals for ❑Complies ;Requirement will be met. [FI18]3 i mechanical and water heating ❑Does Not I systems have been provided. ` ❑Not Observable ' ! ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 3420 Rocky Point Rd. East Marion, NY Report date: 10/28/24 Data filename: Page 10 of10 2018 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 25.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 38.00 Ductwork(unconditioned spaces): Glass & Door Rating U-Factor SHGC Window 0.30 0.30 Door 0.30 0.30 CoolingHeating & Heating System• Cooling System• Water Heater: Name• Date• Comments THIS PROJECT IS IN COMPLIANCE IMTH 2O20 RESIDENTIAL CODE OF NEW YORK STATE. CNI LL T E CT PROPOSED ROOF CONSTRUCTION I CORBELS PER ' I REMOVE AND REMOVE AND EXISTING ROOF CONSTRUCTION SELECTION OF OWNER RELOCATE CHIMNEY RELOCATE CHIMNEY I I TO REMAIN AS SHOWN AS SHOWN 12 12 REVISIONS D E S C R I P T 1 0 N '_EXISTING 12 pRO QEXISTING PROPOSED ROOF CONSTRUCTION /+ 0O /12 EXISTING PROPOSED ROOF CONSTRUCTION OpRO 'r6• 'I, � � NN EXISTING PROPOSED CHIMNEY PROPOSED EXISTING ROOF CONSTRUCTION CHIMNEY TO REMAIN B EXI NG R �S STAiDINGI SEAM METAL ROOF BOA & B TTEN $DINGllr TO REM VED BOA D & TTEN SIDIN STANDING SEAM METAL ROOF j II W/X 2" OVER A 1" X 8" FASCIA ii it t-F-41 i t- I j T..O. PLATE HEIGHT STANDING SEAM METAL ROOF _ __-_--_-- -- -- BOARpFRIEZE W/1 X2 OVER STANDING SEAM METAL ROOF —_ _ _ - I - 1" X 8" FASCIA W/1"X2" OVER tioo 0 i 6_8"WINDOW HEIGHT PROPOSED FYPON PROPOSED ROOF BRACKETS PER SELECTION PROPOSED ROOF j PROPOSED ROOF CONSTRUCTION OF OWNER CONSTRUC110N Yi CONSTRUC110N PROPOSED FYPON 8"X8" POST WRAPPED BRACKETS PER I Y� 7 8"X8" POST WRAPPED PER SELECTION OF 5/4" WINDOW SELECTION OF 2 2 I J j PER SELECTION OF �•- •.�. xao. bx OWNER ::TE DOOR SURROUNDS OWNER OWNER tt_ °j 36" HIGH HAND RAIL 30 6 3 6 3 6 (T Y P 1 C A L) 5/4" WINDOW I I 36" HIGH HAND RAIL ! 1 ���'d,reptaced or & DOOR SURROUNDS JiJ �] � rc C On Onn PER NYS CODE EGR SS EG ESS EG ESS (T V P I C A L) T', -rJ PER NYS CODE 1 it T'ai 1 to Q P SIDING LL_ r of the Town Code ] SHINGLE SIDING PER SELECTION OF OWNER PERER SELECTION FWH9068 � II--� T.O. FIRST FLOOR J 7 OF OWNER I NOTE: EXISTING WINDOWS TO BE REMOVED AND REPLACED AS SHOWN. NOTE: EXISTING WINDOWS TO BE REMOVED AND REPLACED AS SHOWN. TRUSS PL.ACARDIPlG I rEQUIREG APPROVED AS DOTED rE PROPOSED FRONT ELEVATION E PROPOSED REAR ELEVATION DATE• B.a# Must provide Manuals 1 SCALE: 1/4" = 1'-0" 2 SCALE: 1/4" = 1'-0" FEE Y: D,J and S as per NOTIFY BUILDING DEPA MENTAT NYS Energy Code 631-765-1802 8AM TO 4PM FOR THE FOLLOWING INSPECTIONS: 1. FOUIN)nATION-TWO REQUIRED Fi")R, �- )URED CONCRETE 2. RO'Iri,I • FRAMING&PLUMBING r — � 3. ION 4. CONSTRUCTION MUST Uj REMOVE AND RELOCATE BE COMPLETE FOR C.O. EXISTING ROOF CONSTRUCTION CHIMNEY AS SHOWN - _— To REMAIN ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW _ ill I 111 ____ — 1 YORK STATE. NOT RESPONSIBLE FOR W z O Y DESIGN OR CONSTRUCTION ERRORS � 111 OF S I 4 c - O Q O I O TRAY CEILING 10'-0" - — 12 N�� TO�NN CODES — W 1" X 8" FASCIA 12 - W/1"X2" OVER 6 W O F C S C O T.O. PLATE HEIGHT 1"X6" FRIEZE STANDING SEAM METAL ROOF 6 T.O. PLATE HEIGHT AS REC. IRr_L, CONDITIONS OF f— _ --- - -- ------ Q � z z - " BOARD - --- — -- - - �. .�IIVLIJIU'1VI4LOf1__'_."_, o PROPOSED ROOF i 6'-8 WINDOW HEIGHT CONSTRUCTION 6'-8" WINDOW HEIGHT I PROPOSED FYPON� I � �+■i�ri�..•... of BRACKETS PER SELEON C ZL `Z VVV iP ��T TT ti`T� o OF OWNER , I J Vc ^rr� O REMOVE EXISTING- 'Y Q J 0 CX 45 HECK RAIL IN CX 45 � WINDOW BOX � '' 2 10 24 10 EG ESS _CASEMENT WINDOWS EG ESS n n TO MATCH DOUBLE� e _ s(m 0 - HUNG WINDOWS ,n SHINGLE SIDING PER SHINGLE SIDING PER IF SIDING PER SELECTION OF OWNER O T.O. FIRST FLOOR SELECTION OF OWNER SELECTION OF OWNER T.O. FIRST FLOOR _ =7 IN yj Yj'T _11 ji—V 0 OCCUPANCY OR � U (- REMOVE EXISTING STEPS REMOVE EXISTING FRONT USE IS UNLAWFUL C:) NOTE: EXISTING WINDOWS TO BE REMOVED AND REPLACED AS SHOWN. PORCH 0ITHOUT W CERTIFICATE N OFOCCUPAN E PROPOSED NORTH SIDE ELEVATION Cy M W 3 SCALE: 1/4" = 1'-0" Mechanical Ventilation system shall be required per NYS Energy Cade Blower door and ductwork — RETAIN' STORIA WATER RUN � testing required. REMOVE AND RELOCATE PURSUANT TO CHAPTER 236 CHIMINEI AS SHOWN EXISTING ROOF CONSTRUCTION TO REMAIN OF THE TOWN CODE. 7 5' F T� I ELECTRICAL R�OF SHINGLES PER SELECTION OF OWNER ROOF SHINGLES PER SELECTION OF OWNER IPdSpECTl®f4 RCQIJJRECI Charles M. Thomas -r�� T a r c h i t e c t 1" X 8" FASCIA 12 f I NEW ROOF CONSTRU ONOR 12 1" X 8" FASCIA PLUMBING" PO BOX 877 JAMESPORT NY 11947 631 727-7993 W/1"X2" OVER Y W/1"X2" OVER ALL PLUM WASTE. ' 1"X6" FRIEZE 6 J 6 1413 1"X6" FRIEZE BOARD - - -- -- - ----- _ BOARD _ — PROPOSED ROOF TESTING BEFORE CO&WATER LINES NEED ,.-, PROPOSED ROOF 4.:. CONSTRUCTION CONSTRUC110N V.ERI NC PROJECT PROPOSED PROPOSED FYPON CHIMNEY J PROPOSED FYPON BRACKETS PER SELECTION 2 1 L BRACKETS PER SELECTION c K AI PLUMBER CERTIFICATION OF OWNER � ASE ENT WIND 0 lO ZO 1O OF OWNER 1 r T, TO ATCH DOUBLE REMOVE BOX n"G ON LEAD CONTENT BEFORE CX 45 HUNG NOD,W$J CX 45 T-T CERTIFICATE OF OCCUPANCY *T SOLDER USED4N WATER LINE OF EXISTING WINDOW-F LINE OF EXISTING WINDOW I SUPPLY SYSTEM CANNOT TO BE REMOVED TO BEEMOVED EXCFF')2/`0 nF 1% LEAD. PROPOSED CONDITIONS - T PROPOSED BILCO NOTE: EXISTING WINDOWS TO BE REMOVED AND REPLACED AS SHOWN. DOOR RELOCATED AS U • I I DATE: 4/26/24 SHOW" r� Q �` � PROJECT No. ORAIMNG BY. MC s��� V �� V�• Lid`/�.,/'/�l CHK BY. E PROPOSED SOUTH SIDE ELEVATION DWG No. 4 SCALE: 1/4" = 1'-0" Y � A 001 00 i OF 3 THESE DRAWINGS AND ACCOMPANYING SPECIFICAT0NS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN4 WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCH ITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIO)NS. THIS PROJECT IS IN COMPLIANCE WITH 2O20 RESIDENTIAL CODE OF NEW YORK STATE. , ��\ "' d t - - - - - - - - - - - - - .`�3f.,' a.� ARCHITECT PROPOSED STEPS ABOVE ' . . ` 20'-0" PROPOSED - - - REVISIONS D E S C R I P T 1 0 N REAR PORCH I 8" P.C. FOUNDATION WALL ON 16"X8" P.C. FOOTING BLUESTONE 27'-1" V-81 EXISTING 14'-6"I 25'-5" 11 ADDITIO10 tV 9'-3 4'-9" '0 UNEXCAVATED 0 0 0 4" POURED CONCRETE T I I I F - - - SLAB OVER 6 MIL. I I N E W EXISTING BILCO TO POLYETHLENE VAPOR 8" POURED C NCRETE FOUNDATION EXISTING BILCO DOOR BE REMOVED BARRIER ON WELL WALL ON 8"X 6" POURED CONCRETE TO BEMOVEDSAND - - - COMPACTED POROUS FILL I IFOOTING MIN 6" BELLOW GRADE. rRELOCATED WINDOW BOX TO BE - - - BLUESTONE ABOVE ADJUST F N ATI N ACCORDINGLY T REMOVED FOR NEW I I I - - - I I I MATCH EXIST. PORCH SLAB ELEVATION FW 9 6 DOOR (N �- -{ — — — — — — I (TYPICAL) IIIlk2 32 J (NEW) (3) 2"X10"HEADER PROPOS D BIL 0 o NEW CONSTRUCT! N - DOOR R LOCI ED AS L — p v I o (TYPICAL) "� PROP ED a SHOWN ANCHOR AND BOND TO 18" P.C. FOUNDATION WALL N a EXISTING WITH #5 W/(2) #5 BARS, TOP & 4 ,� REBARS 012" O.C. 6 o I BOTTOM CONTINUOUS ON VERTICAL (TYPICAL) EXISTING 2"X6" DJ ', N o z - -II` RE�OCAIFA_ JF in �' 16"X8" P.C. FOOTING W/(2) o `* z N � DINING R 1 co z I #5 BARS CONTINUOUS < 6-BE�EVUVE6 I F o w o x Q = _ CL .. I �-EXISTING DECK TO BE w -u-) 1 = w a SHE VING CD I/ REMOVED o cD w M z.� I I LINE OF EXISTING 0 PROVIDE TILED m PR POSED 2"X8" F 'I SHOWER PAN Li w WALL TO BE REMOVED W 0 16" O.C. I o & PITCH TO DR INC. a (TYPICAL) _ WASHER. VENT RYE I W PROPOSED EXISTING GIRDER i = _ �� - - - -1 TO EXTERIOR TO _ EXISTING CONCRETE CRAWL SPACE ROPOSED RELOCATION Z n 1 c� OF BILCO DOORS N 0 N II IZ BLOCK FOUNDATION 4" POURED CONCRETE SLAB! o I I � WALL TO REMAIN = OVER 6 MIL. POLYETHLENE I a10 `D VAPOR BARRIER ON WELL I I < o a I -I a COMPACTED POROUS FILL Of EXISTING FOUNDATION „ f I I 3 I<~ N in F a WALL TO REMAIN PROPOSED 2 X8 FJ TRAY -i I o I zZ z CLG HT 6'-0" (+-) 0 16" O.C. �I CEILINGS TO l0 00 No EXISTING O 0 10'-0' IN Z x z w = LIVING AREA o W oQ w< m CRAWL SPACE o I 8" P.C. FOUNDATION WALL I i w REMOVE EXISTING 2" 4"ICJ �' Ivwi I Aw �3 a 0 W/(2) #5 BARS, TOP & I o ui ® c<i = a M oo F NO CHANGE z ``� ( I BOTTOM CONTINUOUS ON w y Ia I io 6'-0" 4" POURED CONCRETE zatNno #5"BARS CONTINUOUS /(2) I U o RELOCATED 3 SLAB OVER 6 MIL. o o w,,, _I I I LI VI N G J Y o POLYETHLENE VAPOR F Z coi W w REMOVE EXISTING " o ROOM z Iz BARRIER ON WELL of 0, I CHIMNEY TO BELOW W O ,� a aoa CHOR AND BOND TO FLOOR FRAMING r _ I� o I I — — — COMPACTED POROUS FILL �a o a E ISTING WITH #5 I I (22) 2"X10"HE ER oI I r- I I z � LL R BARS 012" O.C. oI - - J - N g I I EXI NG CONCRETE w x a of jr a -_ _ _ II_ I w a w 3 w c� RTICAL (TYPICAL) O m REMOVE AN JLOCA Q _� BLOCK FOUNDATION PROPOS D a EXISTING GIRDE CHIMNEY AS HOWN r I �'I I W W J -�W WALL TO REMAIN O 0 0 o FRONT REMOVE EXISTING 3"X6 CJ m I I- v Q w o R>'� EXISTING CONCRETE _ < x c i w I I I <I I Q z >3 0 mQ BLOCK FOUNDATION w a z cn O WALL TO REMAIN w n/ U O S � Ir = a PORCH (PROPOSED 2 X10"CEILING JOISTS 0 �� I a W z w u- S LX v`- Z I I pp� 16" O.C. 10 O" A.F.F. I S S I N I I I Q w�' o o - Z o 'S i FUR EXISTING 2"X4" WALL TO o, 1 o V O w i- I o 0 1 N o v l l I TRIM BACK EXISTING LINE OF WHERE I I MATCH PROPOSED 2"X6" FZl 1 I X m w EXISTING m o uj "� a CEILING JOISTS TO I TRAY CEILING CONSTRUCTION IN PROPOSED °0 I o I I W o a U I MECHANICS ~ W a 6'-0" rod 60 PROPOSED WALL BEGINS I KITCHEN o I Z a(n o m a m NO CHANGE W a rn<W I a i O I oZ2 Q Z ROPOSED o U z O z u I r = PROCLOSET SMOKE - - NEW CONSTRUCTION oa o HWH z o M I —' —^- DETECTOR — — (TYPICAL) a Of� �`l ( I EXISTING EXISTING = w F}�, z 04 5-4 iw PROPOSED E I I I (- FOUNDATION CRAWL SPACE Z OOZF LL) t 2� 2"X10 HEA ER '-4„ CARBON o BATHROOM �1 _ m 0 w�x .~_I rn 20 0� DETMONOWE ECTOR = 125 CFM EXHAUST °i \Q \ I NO CHANGE NO CHANGE w Y a it w w 1 E� �p - FAN TO EXTERIOR I y I YV 0to 8"x8" IPOST WRAPP D tnN `n \ 4" POURED CONCRETE PER SEELECTION OF �t w - - - - - - - 3-0 8- SLAB OVER 6 MIL. F\ 8" P.C. FOUNDATION WALL � n O V POLYETHLENE VAPOR L� OWNER; bx oINE OF EXISTING - - = ON 16"X8" P.C. FOOTING BARRIER ON WELL (��// U w (TYPICAL) REMOVE 3 0" I OMPACTED POROUS FILL F LL Lii Y d' U Mtn T to EXISTING GIRDER TO QUEEN 0 6� I EXISTING WINDOW TO B -U w I O � BED I I REMOVED (TYPICAL) RELOCATED v XISTING 3"X6" CJ FI r 1 BEDROOM = TO REMAIN �� IIn O `/ �— n N 0 x _ SMOKE '� QUEEN � EXISTING CONCRETE O Ln(& 0 DETECTOR BED 1 G BLOCK FOUNDATION z T w - J Z RELOCATED �C I WALL TO REMAIN N 3'-5" �9� C� X BEDROOM W 6 NEW CONSTRUCTION W w (TYPICAL) SMOKE O DETECTOR Ln to � w TRIM BACK EXISTING w (� \ CEILING JOISTS TO - - - - - - Uw " ^V� PROPOSED WALL I Z- - - - I .��` ( EXISTING I FOUNDATION HEADER _ I V I NO CHANGE - - O OPTI w sd ATTIC STORAGE I I w o - - - III - - - - - � o ACC S w0. REMOVE= EXISTING F ONT =I II= a in PORCH N _ �' I o 2 2 X10 o .- KING BED o I I _ _ _ _ =-- w II— I N 04 EXISTING WINDOW TO BE RELO ATED w m^I�x- _ �I `� �' REMOVED (TYPIC L) 1 PRI ARY No� r- v BEDROOM o of- — �I 3' D" z�� Far —I SMOKE -�to_I I� QS DETECTOR x _ EXISTING 3"X6" CJ TOQRAIN i� EXISTING 2"X6" CJ I PROPOSED o 0 — —II PRIMARY BATH _ p60„ II II ti 125 CFM EXHAUST FAN TO EXTERIOR! ! -4" ICharles M. Thomas„,4'-s" -- � L - - - - - - - - - - - - - - - - - - - - - - -I a r c h i t e c t — — — ---- (3� 046 30 2 E ESS , TE F' „ EXISTING PO BOX 877 JAI�ESPORT, NY 11947 (631) 727-7993 8'-4" (N 11 -5" (" 7'-4 NOTE: EXISTING 3 BEDROOM, 1 BATHROOM HOME TO REMAIN 3 BEDROOMS WITH THE PROJECT ADDIT10N OF 1 FULL BATHROOM. THE PROPOSED HOUSE WILL BE A 3 BEDROOM, 2 BATHROOM DWELLING. L E G E N D — EXISTING K=- EXISTING WALL TO BE REMOVED PROPOSED FIRST FLOOR — PROPOSED FRAME WALL AND FOUNDATION PLANS — EXISTING DOOR TO BE REMOVED DATE: 4/26/24 PROJECT No. DRAWING BY. MC P PROPOSED FIRST FLOOR PLAN P PROPOSED FOUNDATION PLAN CHK DWG No No. 1 SCALE: 1/4" = 1'-0" 2 SCALE: 1/4" = 1'-0" AO- 002 00_ 2OF3 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCH ITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. k THIS PROJECT IS IN COMPLIANCE WITH 2O20 RESIDENTIAL CODE OF NEW YORK STATE. qA. �•�1 .�2� 'ram�J� `YO�(�/ ���, Gj ARCHITECT REVISIONS D E S C R I P T ION A(N 51 N I— /I T LINE OF WALLS BELOW �" EXISTING RIDGE 1 1 " " I pI 1 1 SISTER EXISTING"2'X6"RR TO 1 PROPOSED 2 X10 0 16" O.C. W // PROPOSED 2"X1O" 0 I ADJUST SEAT CUT EXISTING ROOF FRAMING GG � (REAR SECTION ONLY) TO REMAIN 16" O.C. > QI� w I ( EXISTING 12 12 W cn (.�m O� --,,]EXISTING 0 0- I I NEW 2X1O CEILING JSTS 0 16" O.C. 1 NIP- I W-R-�48-BA INSULATION ROPOSE X W 1 _5_XISTIN_,r?_WAI_La_3F_L4SHEET ROCK TO BE REMOVED WALLS AND CEILING F T.O. SECOND FIOCOR xF ROPOSED HEADER — — — _ _ _ _ _ _ _ 1 1 I N I I FUR EXISTING 2X6 ROOF �TI FUR EXISTING 2X6 ROOF 0p I 2"X8" CJ 0 16" O.C. LINE OF EXISTING CEILING RAFTERS 4 INCHES AND T.O. WINDOWS RAFTERS 4 INCHES AND z FILL W R-30 BAIT O I FILL W R-30 BATT JOISTS TO BE REMOVED 1 I I 1 INSULATION LINE OF EXISTING WALL TO-�I I LINE WALL BEYOND EYONDOSE INSULATION EXISTING 2X4 WALL 0 0 8E REMOVED lI I REMOVE [ISTING RR 3 2 INCHES AND FlLL WREMOVE EXISTING RR8"xs" POST WRAPPED p R-21 BATT INSULATION W I 0I I PER SELECTION OF r- o I I RELOCATED PAVI OWNER �- RELOCATED KITCHEN " �0 (n 0 " I " LIVING ROOM PROPOSED 2"X10" 0 16 O.C.c��'' a PROPOSED 2"X10 0 I to f l a n W IW 3 W 16" O.C. I '' - - - o I �� — � II U O w V)~ AN RELOCATE I T.O. FIRST FLOOR rb 1 o f m/� f -I REMOVE D I _ �V�l 11 l X x l/ CHIMNEY AS SHOWN W 0 ci w — EXISTING FJ TO REMAIN o —_—_— — "--EX TING 2"X1O" FJ TO REMAIN = w W io rLINE OF WALLS BELOW LINE OF WALLS BELOW " POURED CONCRETE u Wl. < O� 10 0 .- I I EXISTING WINDOW TO BE o 4 O EXISTING EXISTING m SLAB ON WELL REMOVED (TYPICAL) w COMPACTED POROUS O a FILL CRAWL SPACE CRAWL SPACE O Y SISTER 2"X1 RR TO EXISTING SISTER 2"X10" RR T EXISTING 1 a� S o Z NO CHANGE NO CHANGE EXISTING MECHANICS S o _ PR_OfPOSED 1 I E ISTING CONCRETE BLOCK 1 2X6 RR AREA ABOVE 2X6 RR IN ARE ABOVE 1 T� PROPOSE IVING SPACE PROPOSED LIVING PACE I \ - l0 o I FO NDATION WALL TO REMAIN 5 z X (U O - 1 J N O LINE OF START OF LINE OF START OF PROPOSED LIVING I PROPOSED LIVING 4" POURED CONCRETE SLAB SPACE BELOW SPACE BELOW 1 1 � ® I I I 6 MILL VAPOR BARRIER Q z 1 Elf w U II 11 _ _I 0 z EXISTING 2"X6" RR EXISTING 2"X6" RR I P PROPOSED CROSS SECTION < � 0 I1 1 - I 28.8 DEG ROOF PITCH 8.8 DEG ROOF PITC 1 0 2 SCALE: 1/4" = 1'-0" Li II 11 cn w Ld o I l W W Z lm YQ �� YQ m l O Z W U �- O Z W 1 J �� �w J (� Q 1 I o- 1 ,� ,� V) �_J I O Q UJ W3 W� W3 w IlZ Z Z J _I _J 1 I 1 I I � I I ROOF CY) HOUSE I I I I , 1 ATTIC STORAGE I I W,C, I UV I UV I w,C• I UV 19NK I D� CESS� FRESH AIR INLET OVO SHOWS I I EXSTING F I 0 I I FIRST FLOOR z LU Nw IBC — � �X m I CONNECT TO APPROVED 11 0� EXISTING SYSTEM II zN PLUMBING RISER DIAGRAM II I— —11 I SCALE: N.T.S 1 EXISTING WINDOWSI TOI�11 BE REMOVED ANDLINE OF WALLS BELOW REPLACED AS SH WNLINE OF WALLS BELOW_]- - - Charles M . Thomas A(N 51 0 X� a r c h i t e c t N RAPIER TO WALL PO BOX 877 JAIrAESPORT, NY 11947 (631) 727-7993 (14) 10d x 1 1/ " FAS CS16 STUD TO BAND JOIST PROJECT (20) 1Od x 1 1/2" FASTENER Ridge Beam X71> P PROPOSED ROOF FRAMING PLAN ° ;� MTs16 D35 3 SCALE: 1/4" RIDGE -- � _ ' PROPOSED ROOF FRAMING MTs12 MSTA ; ;; & CROSS SECTION RAFTER I I I ° to.11 D58 LTP4 Simpson Strong Tie LTP4 DATE; 4/11/24 PROJECT No. WITH CEILING COLLAR TIES 0 32" O.C. Uplift connectors shall D10 DRAWING BY. MC CS-2008" MIN. WITH (7) 10d COMMON NAILS Simpson Strong—Tie bypass each other to PER RAFTER INSTALLED OVER PLYWOOD LTP4, spacingas required for prevent cross—grain CHK BY. RIDGE STRAP TIE ADJUSTABLE HANGER shear. SSP spacing or uplift. tension of band joist. DWG No. SCALE: N.T.S. SCALE: NAT.S. A 003 00 SILL TO RIM JOIST O (12) 8d x 1 1/2" FASTENER RAFTER TO WALL _ SCALE: N.T.S. THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN 'WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. THIS PROJECT IS IN COMPLIANCE WITH 2O20 RESIDENTIAL CODE OF NEW YORK STATE. 10 �� T ARCH iTECT REVISIONS D E S C R I P T ION T.O. SECOND FLOOR T.O. PLATE HEIGHT iLLLL]li i� T.O. FIRST FLOOR BILCO DOORS E EXISTING FRONT ELEVATION E EXISTTNG REAR ELEVATION SCALE: 1/4" = l'—O" 2 SCALE: 1/4" = 1'—O" w . U w = W QO� ® 0 O — 0 � ~ U zw O W T.O. SECOND FLOOR T.O. PLATE HEIGHT LL w U z z I 0 Q _I 0 i LUILLI n 0� LN JI-LID-Ji T.O. FIRST FLOOR O C:) U � tv 0 V) 411:4- Q E EXISTING NORTH SIDE ELEVATION Cy W 3 SCALE: 1/4" = 1'—O" Charles M. Thomas a r c h i t e c t PO BOX 877 AESPORT, NY 11947 (631) 727-7993 T.O. PLATE HEIGHT PROJECT e I I� EXISTING CONDITIONS T.O. FIRST FLOOR DATE: 4/11/24 PROJECT No. DRAWWNG BY. MC CHK BY. E EXISTING SOUTH SIDE ELEVATION DWG No. �A - 001 00 4 SCALE: 1/4" = 1'—O" s THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. THIS PROJECT IS IN COMPLIANCE WTH 2O20 RESIDENTIAL CODE OF NEW YORK STATE. c\, ARCHITECT REVISIONS D E S C R I P T ION (EXISTING) i EXISTING BILCO Fr:� Of Iin cli Of EXISTING 2"X6" DJ 4'-2"X - c Z I N e 00 I z X � � Z I W I N X 7'-5" CEILINGHEIGHT 9'-8" Z I I I W Ln X (EXISTING) W _ 7'-2'TO TOP WINDOW _EXISTING GIRDER _ FF W EXISTING RR EXISTING RR I C) v _ A _o CA1 o z . . EXISTING 2"X4" CJ 'ol iZzN � I I L X 2 W 7'-11" CEILING HEIGHT I ' I O N CHIM - 0 4'-9" iv - CHIMNE _ EXISTING HEADER 3X6 _� (E�asnNc)_ (EXISiNG) _ LINE OF WALLS BELOW LINE OF WALLS BELOW�� z EXISTING 3"X6" CJ II II O W W F w 14'-9" 11'-4" I - 1 _ Q F- z R M. II II z U - OD HWH _1 J 0 z 3-4 7'-8" I CRAWL SPACE X II II n 0 i = N I I o R I Z '-LI W z O i N ( EXISTING 2"X6" RR EXISTING 2"X6" RR 1 w O y I I 28.8 DEG ROOF PITCH � 8.8 DEG ROOF PITC1 EXISTINrd-GIRDER I I o- � EXISTING 3"X6" CJ I 11 3o J J J I I N 0 x I Ilm 3 3 mll W coII X = w J W W J = co in I I I J Z Z J z I w y 1 3 Y Z le 31 w Z I I IL O N O tL LLI X x' I I Z J W Z I I LL' W 16'-6" 9'-7" 11 J I J I I 5-0' I I 1 I I 13R 6'-0" X 5'-4" OPENIN 1 6'-8" 14'-7" I W I 1 II II a ¢ N I ( a = w N d+� EXISTI G 2"X6" CJ A 2 s" EXISTING 3"X6" CJ I I 11 X 2 I I Charles M. Thomas UP FFI w II a r c h i t e c t M 13R N I LINE OF WALLS BELOW I I N LINE OF WALLS BELOW 1 PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 - - - - =- (EXISMG) (EXISTING) (DOSnNG) EXISTING) - - - EXISTING EXISTING PROJECT 27'-1" EXISTING PLANS P EXISTING FIRST FLOOR PLAN P EXISTING FOUNDATION PLAN P EXISTING ROOF PLAN 1 SCALE: 1/4" = 1'-0" 2 SCALE: 1/4" = 1'-0" 3 SCALE: 1/4" = 1'-0" DATE: 4/11/24 PROJECT No. DRAWING BY. MC CHK BY. DWG No. DA - 002 00 2OF2 I THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECTAASUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. TOP PLATE FRAMING TO ACCOMADATE TABLE R 301.7 �z - -.�- CORNER AND PARTITION POSTS ALLOWABLE DEFLECTION OF STRUCRURAL ME .BERS PIPING — R 6 0 2.7.2 STUCTURAL MEMBER ALLOWABLE RAFTERS AND CEILING T DEFLECTION , . JOISTS OR APPROVED ROOF TRUSS TOP PLATES RAFTERS W/ GREATER L/ 180 SLOPES THAN j WMO TOP PLATESFINISHED CEILING SECOND STORY TOP PLATE— W TABLE 3.1 ATTACHED TO RAFTERS TOP PLATE WEE M SEE DRILLING AND 16d NAIL AT 24" O.C. GYPSM BOARD INSTALI�t�MN STUD INTERIOR WALLS AND H/180 NOTCHING PROVISIONS ACCORDANCE WITH PARTITIONS JOIST IS PERMITTED BE CUT OR NOTCHED FLOORS AND PLASTERED L/360 STUD FLOOR JOIST— BETWEEN THESE LIMITS WALL STUD— BORED HOLE MAX CEILINGS DIAMETER 60% ALL OTHER STRUCTURAL L/240 BORED HOLE MAX Z SEE DRILLING AND NOTCHING PROVISIONS SEE DRILLING AND OF STUD DEPTH MEMEBERS DIAMETER 40% o WFCM SECTION 3.3.1.1.1 EXT. WALLS W/ PLASTER OR H/360 BOTTOM PLATE NOTCHING PROVISIONS OF STUD DEPTH _ 113 SPAN 1 3 SPA WFCM SECTION 3.4.1.1.1 WOOD STRUCTURAL PANEL „ STUCCO FINISHE „ —� / NSTALLED IN ACCORDANCE 5/8 MIN. TO EDGE 5/8 MIN. TO EDGE d NAIL AT 6" O.C. WITH WFCM TABLE 3.1 EXT. WALLS-WIND LOADS L/240 O y ALL PANEL EDGES) WITH BRITTLE(b) FINISHES EL " 5/8" MIN. TO EDGE 8d NAIL AT 12 O.C. ON ALL EXT. WALLS-WIND LOADS L/240 NOTCH MUST NOT EXCEED FOR BLOCKING JOIST ENDS TO BE FRAMING MEMBERS NOT AT NOTCH MUST NOT EXCEED WITH FLEXIBLE(a) FINISHES BLOCKED AGAINST CORNER DETAIL PANEL EDGES 40% OF STUD DEPTH NOTES: L= SPAN LENGTH, H = SPAN HEIGHT 25% OF STUD DEPTH BAND JOIST AND BRIDGING ROTATION IN ACCORDANCE ( ) a. The wind load shall be TOP PLATE permitted to be taken as 0.7 times the v� OR BLOCKING SEE WFCM SECTION 3.3 WITH WFCM 3.3.1.3—END RESTRAINT GYPSM BOARD INSTALLED IN component and cladding loads for hte purpose of the determining BORED HOLES SHALL NOT w AND 3.3.1.4 BRIDGING d NAIL AT 6 O.C. ACCORDANCE WITH WFCM TABLE 3.1 BORED HOLES SHALL NOT deflection limits herein. BE LOCATED IN THE SAME IF HOLE IS BETWEEN 40% AND 60% o BEARING ALL PANEL EDGES) BE LOCATED IN THE SAME b. For cantilever memebers, L shall be taken as twice the lenght CROSS SECTION OF CUT OR OF STUD DEPTH THEN STUD MUST BE WALL CROSS SECTION OF CUT OR of the cantilever. DOUBLE AND Nd MORE THAN TWO 5/ " MIN. TO EDGE c. For aluminum structural members or paneles used in roofs or SUCCESSIVE STUDS ARE DOUBLED 1 IN.x4 IN. RIBBON walls of sunroom additions or patio covers, not supporting edge of AND SO BORED v7 LAP JOIST 3 IN, MIN. CUT INTO STUD — glass or sandwich panels, the total load deflection shall not C° BAND JOIST BOTTOM PLATE FOR FIRE BLOCKING exceed L/60. For sandwich panels used in roofs or walls of Zp WOOD STRUCTURAL PANEL sunroom additions or patio covers, the total load deflection shallPP i-n N 't OR BLOCKING e 16d NAIL AT 24" O.C. INSTALLED IN ACCORDANCE WFCM 2015 SB C HIGH WIND EDITION not exceed L/,2D p U (0 0) SILL PLATE JOIST o WITH WFCM TABLE 3.1 TABLE R 301.2221 WFCM 2015 SB C HIGH WIND EDITION e e SECTION 3.4.3.1 .1 FIGURE 3.3 B WALL BRACING ADJUSTMENT FACTORS BY ROOF CRAWL SPACE °c 8d NAIL AT 6" O.C. ON ALL SECTION 3.4.2.1 .1 FIGURE 3.3 A OR BASEMENT e \—SUBFLOOR FRAMING MEMB,�RS AT PANEL NOTCHING AND BORED HOLE LIMITATIONS COVERING DEAD LOAD NOTCHING AND BORED HOLE LIMITATIONS FOUNDATION MONOLITHIC EDGES AND 12 O.C. ON ALL ROOF/CEILING ROOF/CEILING SLAB—ON—GRADE (b) INSIDE CORNER DETAIL FRAMING MEMBERS NOT AT FOR INTERIOR NONBEARING WALLS DEAD LOAD DEAD LOAD FOR EXTERIOR WALLS AND BEARING WALLS FOUNDATION WALL SUPPORTING 15 psf or less 25 psf PLATFORM FRAMING INTERMEDIATE BALLOON FRAMING EXTERIOR CORNER FRAMING EDGES NOTCHING AND BORED HOLE LIMITATIONS ROOF ONLY 1.0 1.2 0 FOR EXTERIOR BEARING AND INTERIOR BEARING WALL ROOF PLUS ONE STORY 1.0 1.1 2x4 CONTINUOUS � N TYPICAL WALL FLOOR & ROOF FRAMING NON—BEARING WALLS: R602.6 (1 )&(2) FOR SI: 1 POUND PER SQUARE FOOT = 0.49 kN/M(2) LATERAL BRACE AT 6' O.C. JOISTS a. LINEAR INTERPOLATION SHALL BE PERMITTED LL.I 0 WIND—BORNE DEBRIS PROTECTION FASTENING SCHEDULE 2-10d NAILS (n N FOR WOOD STRUCTURAL PANELS ROOF FRAMING DOUBLE TOP PLATE TRUSS OR CEILING JOIST 0 W F A S T E N E R S P A C I N G (inches) SEE STUD TO RAFTER Z / I FASTENER SPAN 4 FEET 6 FEET BLOCKING SECTION A-A C PLELUJ IOR STUD TO STUD DETAIL GABLE END TRUSS T PICAL TYPE < 4 FEET < PANEL SPAN < PANEL SPAN ENDWALL — ONNECTORS Q < 6 FEET < 8 FEET 1/f SPACINGS A A R QUIRED 0 — — ALLOWS E CH SIDE _ 8d 0 NO. 8 WOOD SCREW 16" 10" 8" HOLDDOWN NAILS ANCHOR WITH 2" EMBEDMENT INSTALLATION HEADER STUDS ULL LENGTH " 0 J LENGHT DOUBLE A A WA STUDS 5d COOLER NAILS AT 10 O.C. Q STUD (MIN.) ° CORNER STUD NOTE 2"x4" BLOCK NAILED TO EACH Ar HARDWARE o o CONNECTED TO BLOCKING UPLIFT CONNECTION IS REQUIRED BRACE WITH 4-10d NAILS NO. 10 WOOD SCREW 16" 12" *11 g" HOLDDOWN o TRANSFER SHEAR TYPIC L AT EACH END OF HEADER AND z ANCHOR WITH 2" EMBEDMENT (HDU) ° CO CTO S AT BOTTOM OF HEADER STUDS IN GYPSUM BOARD LENGHT ° ° NOTE: SIMILAR REQUI ED CO EC R ADDITION TO CONNECTORS AT 5d COOLER NAILS AT 7" O.C. W o CONNECTION AT EA')' SIDE R UIR WALL STUDS CR PP AT ES TOP AND 20 GAUGE STRAP Z FOUNDATION. 0 2-16d COMMON LLJ 1/4" LAG SCREW BASED ANCHOR 16" 16" 16" SIDE WALL ° NAILS AT6'OLL. FLOOR BRACING AT END BAYS TYPICAL FRAMING AND -UPLIFT 10-8d NAILS 0 (� WITH 2 EMBEDMENT FIGURE CONNECTIONS FOR OPENINGS Q W LENGHT ( WFCM 3. 6 ) SUBFLOOR 81 NAIL AT 4" O.C. u ENDWALL STUDS a. THIS TABLE BASED ON 180 MPH WIND SPEEDS AND A 33 FOOT MEAN ROOF HEIGHT. ! FACE OF FOOTING CEILING BRACING GABLE ENDWALL b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. FASTENERS SHALL BE LOCATED NOT LESS THAN 1" FROM EDGE OF PANEL. BAND JOIST wO:f Cl- 12" MAX. (WFCM FIGURE 11 ) c. ANCHORS SHALL PENETRATE THROUGH THE EXTERIOR WALL COVERING WITH AN N CD„ AILS BASED ON EMBEDMENT LENGHT OF NOT LESS THAN 2 INTO THE BUILDING FRAME. I o ,l SHEAR WALL REQUIREMENTS FASTENERS SHALL BE LOCATED NOT LESS THAN 2 1/2" FROM THE EDGE OF CONCRETE BLOCK OR MASONRY. Ld d. PANELS ATTACHED TO MASONRY OR MASONRY/STUCCO SHALL BE ATTACHED USING TOP PLATE o PROVIDE RAFTER TO RIDGE TENSION VIBRATION—RESISTANT ANCHORS HAVING AN ULTIMATE WITHDRAWAL CAPACITY OF NOT H NO CEILING E SION STRAP N CENTER 2x BLOCKING RIDGE HANGERS IF cv LESS THAN 1,500 POUNDS. o H/2 BUT NEED OT DIAPHRAGM USE 8-8d COMMON NAI S ., H/ BUT NEED NOT REQUIRED ON SHEATHING JOINT RAFTER TAILS ARE NOT EACH END OF 1-1/4 � c�v WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF 7/16 INCH (11.1 m) ° o ° EXC ED 15 FT. AX. EXXCEED 40 FT. MAX. 15 32 WOOD STRUCTURAL PANELS STRAPPED TO TOP 20 GAUGE STRAP / HOLDDOWN ° o CORNER STUD ON GABLE FACE AND ON WALL BELOW PLATE OF WALL BELOW (HDU) o o CONNECTED TO ROOF RAFTER o °o o TRANSFER SHEAR DON SHEARWALL REQUIREMENTS w ° ° FOUNDATION CLEARANCE FROM SLOPES GABLE ENDWALL, BALLOON FRAMING o " �' 20 GA. STRAP— STUD�(AIN.) PREFERRED METHOD Z 1 1" WIDE MIN. AT HARDWARE o RAFTER a w 4 8d NAIL AT 12" O.C. ON a W/(8) 8d NAILS HOLD DOWN ALL FRAMING MEMBERS EACH SIDE BRACKETS CKETS T SHEAR WALL CORNERS, NOT AT PANEL EDGES 3 WINDOW AND DOOR OPENINGS: GYPSUM BOARD Z W FLOOR TO FLOOR & FLOOR TO FOUNDATION; WFCM RIDGE BEAM 16d NAIL AT FLOOR TO FLOOR PHD5 24" O.C. RIDGE TENSION STRAP DETAIL C CONNECTION o TABLE R301 . 5 NOTES FOR SI: 1 POUND PER SF= 0.0479 kN/M(2), 1 POUND = 4.45N. SIZE WALL a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING -� EXTERIOR WALL STRAPPING SCHEDULE 8d NAIL AT 6 A 2.00 POUND LOAD APPLIED OVER A 20 SQUARE INCH AREA. LENGTH NUMBER OF CAPACITY OF HOLDDO S NOTES EDGES O.C. (ALL PANEL b. APPPLIED TO ATTIC SPACES MEETING THE REQUIREMENTS IN TABLE R301 . 5 a) AREA HOLDDOWN USED / SECITRON R802.4.1 FOR CONVENTIONAL CEILING JOISTS AND NAILS ) SECTION R802.10.7 FOR TRUSSES. ATTICS WITHOUT STORAGE ARE r` V/OOD STRUCTURAL PANEL THOSE WHERE THE MAXIMUM CLEAR HEIGHT BETWEEN JOINST AND RIDGE SIMPSON CS-20-40 INCHES MIN. 6-8d PER RAFTER 602 LB RAFTER TO RAFTER INSTALLED IN ACCORDANCE WITH RAFTER IS LESS THAN 42 INCHES, OR WHERE THERE ARE NOT TWO S I m p s o n Strong — Tie RAFTER TO STUD SIMPSON H-7 ANCHOR 4-8d TO RAFTER 985 LB PER EVERY RAFTER NAILING SCHEDULE (TABLE 3.1 OR MORE ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION MINIMUM UNIFORMLY DISTRIBUTED LOADS (PSI ) 8-8d TO STUD CONNECTION CAPABLE OF CONTAINING A RECTANGLE 42 INCHES HIGH BY 2 A 3 5— Chimney Framing 2-8d TO PLATES WCFM HIGH WIND EDITION) FEET WIDE, OR GREATERE, LOCATED WITHIN THE PLANE OF THE z 1 FLOOR TO FLOOR SIMPSON CS-20-40 INCHES MIN. 40-8d 1005 LB PER EVERY STUD TRUSS. FOR ATTICS WITHOUT STORAGE, THIS LIVE LOAD NEED NOT CONNECTION (A) OUTSIDE CORNER DETAIL BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD USE LIVE LOAD ROOF RAFTER RIDGE DETAIL STUD TO SILL PLATE SIMPSON H-8 5-8d TO STUD 745 LB EVERY STUD REQUIREMENTS. c) 4-8d TO PLATE GYPSUM BOARD c. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE o 8d NAIL AT UNIFROMLY DISTRIBUTED LIVE LOAD OR A 300 POUND * NOTES: SIMPSON STRONG TIE HDU 6" O.C. (ALL CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE EXTERIOR BALCONIES 40 C� cLU o 3 SCALE: N.T.S. ALL STRAPPING INDICATED MEETS OR EXCEEDS THE REQUIREMENTS IN THE SBCCI (STANDARD FOR HURRICANE RESISTANT RESIDENTIAL SIZE PER MOST RECENT ATALOG PANEL INCHES, WHICHEVER PRODUCES THE GREATER STRESSES. CONSTRUCTION, SSTD 10-99) TABLE 305 F1 FOR EAVE CONNECTIONS, TABLE 305 F2 FOR UPLIFT LOADS AT GABLE END WALLS AND SIDE WALL d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT Q TABLE 3.2 FOR FOUNDATION CONNECTIONS. NAILING OVER STRUCTURAL WOOD PANEL SHEATHING IS ACCEPTABLE AS LONG AS MIN. o EDGES) ANY POINT ALONG THE TOP DECKS 40 0 NAIL PENETRATION INTO FRAMING IS ACHIEVED. e. SEE SECTION R502.2. FOR DECKS ATTACHED TO EXTERIOR ,. WOOD STRUCTURAL WALLS. PASSENGER VEHICLE GARAGES 50 INSTALL THROUGH FIRST FLOOR SHOE. f. GUARD IN - FILL COMPONENTS (ALL THOSE EXCEPT THE 00 III PANEL INSTALLED IN HANDRAIL) , BALUSTERS AND PANEL FILLER SHALL BE DESIGNED C L x ®I ACCORDANCE WITH TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 ATTIC WITHOUT STORAGE 10 ®I NAILING SCHEDULE 16d NAIL AT POUND ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED m ® (TABLE 3.1, WCFM 2015 J 24" O.C. NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE ATTICS WITH STORAGE 20 LOAD REQUIREMENT. HIGH WIND EDITION) 3 g. APPLIES TO ATTICE SPACES NOT MEETING THE REQUIREMENTS ROOMS OTHER THAN SLEEPING ROOMS 40 40 In FOR STORAGE PER FOOTNOTE b. SEE SECTION R802.4.2 FOR ®I 8d NAIL AT 6" O.C. 0 ``' CONVENTIONAL CEILING JOISTS AND SECTION R802.10.6 FOR ALL FRAMING MEMBERS TRUSSES. FOR ATTICS WITH LIMITED STORAGE AND CONSTRUCTED SLEEPING ROOMS 30 AT PANEL EDGES AND (B) INSIDE CORNER DETAIL WITH TRUSSES, THIS LIVE LOAD NEED ONLY BE APPLIED TO THOSE 12" O.C. ON ALL PORTIONS OF THE BOTTOM CHORD OF NOT LESS TAHN TWO FRAMING MEMBERS NOT ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION STAIRS 40 AT PANEL EDGES CONTAINING A RECTANGLE 42 INCHES (1067mm) HIGH OR GREATER BY 2 FEET (610 mm) WIDE OR GREATER, LOCATED WITHIN THE GUARDRAILS AND HANDRAILS 200 SHEET NO. PLANE OF THE TRUSS. THE RECTANGLE SHALL FIT BETWEEN THE ' 2 CORNER BRACING DETAIL TOP THE BOTTOM CHORD AND BOTTOM ANY OTHER TRUSS MEMBER, PROVIDED THAT EACH OF THE FOLLOWING CRITERIA IS MET: q' o EXTERIOR CORNER FRAMING 1• THE ATTIC AREA IS ACCESSIBLE BY A PULL - DOWN STAIRWAY I OR FRAMED OPENING IN ACCORDANCE WITH sECTION 807.1:AND 3 SCALE: N.T.S. 2. THE TRUSS SHALL HAVE A BOTTOM CHORD PITCH LESS THAN Simpson Strong Tie 2:12. HDU h ATTIC SPACES SERVED BY A FIXED STAIR SHALL BE DESIGNED TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR SLEEPING ROOMS. (TABLE 3.2A WFCM 2018 HIGH WIND EDITIONS '" . (TABLE 3. 1 WFCM 2018 HIGH WIND E D I TI 0 N ) The design of this structure is based upon prescriptive approach using the SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT Wood Frame Construction Manual (WFCM) 2018 130 MPH COPYRIGHT 2015 SBC published by The American Forest and Paper Association. Non- Structural elements NAILING SCHEDULE I IF GENERAL NOTES: are based upon the 2020 NEW YORK STATE RESIDENTIAL CODE. ' MAX. ANCHOR BOLT SPACING (INCHES) C.ti; ,'•: •`s ANCHOR BOLT CONNECTION FOUNDATION NOTES 1,2,3,4 1. All works shall be performed in accordance with all state, RESISTING SUPPORTING For the Climatic and Geographical Design Criteria, see Table R301.2(1) on municipal, local zoning and building codes and ordinances JOINT DESCRIPTION NUMBER N NAILS NAIL SPACING 1/2" ANCHOR BOLTS 31 sheet no. 1 having jurisdiction and best standards of construction - COMMON NAILS 1 - FLOOR 9 Iu All non Wi engineered lumber to be Douglas Fir#2 or better + �J LATERAL AND SHEAR LOADS 2 - FLOORS 5/8' ANCHOR BOLTS 48 practice. r• nd Limitations-Section R301.2.1 I � )'`* � RAFTER TO TOP PLATE TOE-NAILED 4-8d PER RAFTER/STUD 1. PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.2B The American Institute of Architects Conditions shall apply t� W(4)A f 2(See Table R301 Criteria-Section R301.2.1.1. . . or ind-Born Debris to all work 2. WHEN ANCHOR BOLTS ARE USED TO RESIST UPLIFT, LATERAL, AND SHEAR LOADS, THE MAXIMUM ANCHOR BOLT SPACING SHALL NOT EXCEED THE Designperformed on this project. CEILING JOIST TO TOP PLATE TOE-NAILED 4-8d PER JOIST LESSER OF THE TABULATED VALUES FOR UPLIFT LOADS (TABLE 3.2C) OR LATERAL AND SHEAR LOADS (TABLE 3.2B). Protection Fastening Schedule For Wood Structural Panels) 2. The Contractor shall verify all conditions at the site. Any 3. FOR THREE SECOND GUST WIND SPEEDS GREATER THAN 130 MPH. discrepancies must be brought to the attention of the Architect *` ' CEILING JOIST TO PARALLEL RAFTER FACE-NAILED 9-16d EACH LAP 4. IN NO CASE SHALL ANCHOR BOLT SPACINGS EXCEED 6 FEET ON CENTER. Live Load-Section R301.5 prior to commencement of construction. The Contractor shall be Light and Ventilation-Section R303 responsible for corrections not reported once he has started work CEILING JOIST OVER PARTITIONS FACE-NAILED 9-16d EACH LAP Minimum Room Area-Section R304 except for hidden job conditions. Z COLLAR TIE TO RAFTER FACE-NAILED 6-8d PER TIE Ceiling Height-Section R305 3. Contractor shall guarantee to the Owner that all materials and 0 Sanitation-Section R306 equipment incorporated in the work will be new, and that all work _ BLOCKING TO RAFTER TOE-NAILED 2-8d EACH END Toilet Bath and Shower Space-Section R307 will be of good quality, free from faults and defects for a period Glazing-Section R308 of one year form the date of the final Certificate of Occupancy. TRIM BOARD TO RAFTER END-NAILED 2-16d EACH END Garages and Carports-Section R309 4. The Architect shall not be responsible for the construction means, a_ WALL FRAMING Emergency Escape and Rescue Opening-Section R310 method, techniques, sequences or procedures, or for the safety Means of egress-Section R311 precautions and programs in connection with the work, and he of 2-16d SEE NOTE 1 PER FOOT Landing-Section R311.3 shall not be responsible for the contractors failure to carry out v TOP PLATE TO TOP PLATE FACE-NAILED ( ) Ramps-Section R311.6 the work in accordance with the construction documents. The TOP PLATE AT INTERSECTION FACE-NAILED 4-16d JOINTS - EACH SIDE Stairway-Section R311.7 Architect shall not be responsible for the acts or omission by N Handrail-Section R311.7.8 the contractor No changes shall be made in the documents w STUD TO STUD FACE-NAILED 2-16d 24' O.C. Guards-Section R312 and/or the building as designed without the expressed written o Smoke Alarms-Section R314 consent of the Architect. HEADER TO HEADER FACE-NAILED 16d 16" O.C. ALONG EDGES Carbon Monoxide Alarms - R315 5. The contractor and all subcontractors shall maintain continuous 2-16d PER 2X4 STUD Foam plastic-Section R316 insurance coverage statutory policies Worker Flame Spread and Smoke-Section R315 Compensation, etc. and general liability TOP OR BOTTOM PLATE TO STUD END-NAILED 9 Y 3-16d PER 2X6 STUD Insulation-Section R316 P ) 9 yin an mount not z CO N 4-16d PER 2X8 STUD Dwelling Unit Separation-Section R317 less than # 5 million and automobile liability and damage 0 \ N N Moisture Vapor Retarders-Section R318 coverage not less than S 2 million. The Architect shall be Fn � � BOTTOM PI ATF TO El OOR JOIST. RANDJOIST FNDJ0I-.;T OR RI KIN(; FACE-NAILED 2-16d (SEE NOTE 1,2) PER FOOT Protection Against Decay-Section R317 named insured on any and all policies. w � Protection Against Termites-Section R318 6. Provide 0.025 of a meatal shield, other than aluminium, over fibrous � (0 0) FLOOR FRAMING Site Address-Section R319 insulation at all perimeter sills. 4-8d PER JOIST Accessibility-Section R320 7. All wood in contact with concrete or masonry to be Wolmanized JOIST TO SILL TOP PLATE TO GIRDER - Elevators and Platform lifts -Section R323 or pressure creosoted. BRIDGING TO JOIST TOE-NAILED 2-8d EACH END Flood Resistant Construction-Section R324 8. A single station smoke detector alarm device shall be installed 3-16d in each bedroom, on all floors and shall be all interconnected per code. BLOCKING TO SILL OR TOP PLATE TOE-NAILED EACH BLOCK Foundation-Chapter 4 9. All bathroom without operable windows to be mechanically ventilated Design based upon presumptive load bearing values of sandy gravel and or gravel as per New York State Code. LEDGER STRIP TO BEAM FACE-NAILED 3-16d EACH JOIST at 3000 pounds 10. Heating to be designed to provide 70 degrees F. with outdoor JOIST ON LEDGER TO BEAM TOE-NAILED 3-8d PER JOIST per square foot. Contractor to consult Arcitect if different soil materials are designed air-temperature of 0 degrees F. and 15 MPH wind. found upon excavation, 11. All electrical work to be in accordance to the rules and O BAND JOIST TOJOIST END-NAILED 3-16d PER JOIST or test hole, for alternative footing and foundation wall design. regulation of N.Y.B.F.U. and a N.Y.B.F.U. certificate is ^' to be presented to the Owner at the completion of the job. BAND JOIST TO SILL OR TOP PLATE TOE-NAILED 2-16d PER FOOT to Notes: 12. Plumbing Installation to comply with State and Local codes �-- BLOCKING TO FLOOR JOIST TOE-NAILED 2-8d EACH END 5/8" Ancor Bolts (SSTB-28) See chart on this sheet for spacing and the sewage disposal system to meet Health Department standards. �J O 8" poured concrete foundation wall, 8'-0" high, 3000 # test 13. Do not scale drawings. Use figure dimensions only. ^' ROOF SHEATHING Minimum depth-Section 403.1.4, 48' minimum coverage to top of footing 14. All work to conform to the rules and regulations of the New York ` V Energy Conversation Construction Code. All glazed area to be double 16"x8" poured concrete wall footings, 3000# test lazed and all exterior door to have insulated cores. STRUCTURAL PANELS RAFTERS OR TRUSSES SPACED UP TO 16" OC 8d 6" EDGE / 6' FIELD 2-1 3/4"x11 7/8" Microlam Girder (or 3 1/2"x11 7/8" Power Beam) 15. The insulation protection as indicated on these plans exceeds W " 4" poured concrete floor slab with 6x6x 10 mesh and vapor barrier Z W GABLE ENDWALL RAKE OR RAKE TRUSS W 0 GABLE OVERHANG 8d 6 EDGE / 6 FIELD P # P the Code's minimum standards. _ Damp proofing at exterior foundation below grade-Section R406 16. These drawings and specification are instruments of service and GABLE ENDWALL RAKE OR RAKE TRUSS W STRUCTURAL OUTLOOKERS 8d 6" EDGE / 6" FIELD 30 x30 x12 deep poured concrete column footings, 3000# test shall remain the property of the Architect whether the project for GABLE ENDWALL RAKE OR RAKE TRUSS W1 LOOKOUT BLOCKS 8d 4" ' CONCRETE TO HAVE 5 TO 7% AIR-ENTRAINMENT which they made is executed or not. They may not be used Q O /EDGE 4 FIELD Deck and porch flootings as noted, 3000# test, 48" minimum buried depth on any other project except by written authorization of the Architect. X (0 ! 1 CEILING SHEATiNG 17. Architect has not been retained for site supervision, on-site V Foundation wall to extend a minimum 8" above finished grade inspection and certifications as required or requested by the Owner, Q GYPSUM WALLBOARD I 5d COOLERS 7" EDGE / 10" FIELD All footing to be carried down to undisturbed soil contractor or local building department. No footing shall be set higher than a 30 degree angle from any other footing .J WALL SHEATHING Pour no concrete on frozen ground or in freezing water. O 8d 6" EDGE 12' FIELD Provide 3 1/2' steel lolly columns. STRUCTURAL PANELS STUDS SPACED UP TO 16" OC / Backfill shall not be placed against the wall until the wall has sufficient UPLIFT - CONTINUOUS PATH CONNECTORS strength and has been anchored to the floor above, or has been sufficiently CC braced to prevent damage by the backfill (Section R404.1.7.) USE SIMPSON STRONG-TiE CONNECTORS G Floors - WFCM Prescriptive Method. FOLLOW PRODUCT SELECTION GUIDE AND Z Floor framing shall be nailed in accordance with Table 2 WFCM HIGH WIND EDITION. INSTALLATION MANUAL FOR HIGH WIND RESISTANT Draftstopping - Section R502.12 CONSTRUCTION CATALOG C-HW02 Q W GYPSUM WALLBOARD 5d COOLERS 7" EDGE 10" FIELD Fireblocking - Section R502.13. Z 0 ANCHOR BOLTS IN FOUNDATION USE: W Floor Construction: SSTB28 WITH BEARING PLATE, SEE FOUNDATION Simpson Strong-Tie 3/4" plywood subfloor, fasten per Table 3.1 WFCM. NOTES FOR SPACING U21O 2X6 Q Floor joists: see Foundation and Floor Plans, spacing as noted. Q W UJ Fasten per Table 3.1 WFCM. SILL PLATE TO RIM JOIST USE: AT EACH RAFTER 2-2x6 ACQ sill with termite shield and sill seal. LTP4 16" O.C. AT EXTERIOR PERIMETER Q N Finish floors per agreement. AND GARAGE/HOUSE COMMON WALL 4-10d X 1 1/2" Wall construction - WFCM Prescriptive Method. USE (4)-8d NAILS AT EACH END Wallframing and finishing shall be nailed and or screwed in accordance with GARAGE STUD GARAGE SILL PLATE USE: FLOOR SHEATHING WFCM, Table 2 and Section 4 SSP CONNECTOR AT 16" O.C. NOTE: STRUCTURAL PANELS 1x6 fascia, wrap USE (4)-8d NAILS AT EACH END ATTACH LEDGER TO FRAMING Overhangs as noted. 1' OR LESS 8d 6" EDGE 12" FIELD Vinyl vented soffits. RIM JOIST TO STUD CONNECTION USE MTS 36, 16" O.C. : MEMBER WITH 2-1/2" X 5" LAG Alluminum gutters and leaders. Siding: see Elevations. GREATER THAN 1" 10d 6" EDGE / 6' FIELD Tyvek housewrop. BOLTS AT 16„ ON CENTER 1/2" plywood sheeting, see fastening schedule, Table 3.1, 3.9 WFCM. USE (4)-8d NAILS AT EACH END 2x4x Studs ® 16' o.c. with 2x4 shoe and double 2x4 plate FLOOR TO FLOOR CONNECTION USE:MSTA 36, 16" O.C. 1/2" Gypsum wall board USE (4)-8d NAILS AT EACH END N 5/8"Type X GWB in garage. (2) layers F" GWB at fire partition TSim Strong-Tie 1/2" MR GWB in wet areas RAFTER TO STUD CONNECTION USE: Simpson ron g At least one window in each sleeping room shall comply with the exit regirements MTS 36, EACH ROOF RAFTER U210 2x6 H N of section R310. USE 8 16d NAILS AT EACH END Note drilling and notching limitations in figure R602.6(1) for bearing walls and RAFTER TO RIDGE TO RAFTER CONNECTION USE: AT EACH CEILING JOIST g SIMPSON STRONG - TIE figure R 602.6(2) for non - bearing walls. H7 EACH ROOF RAFTER 2 4-10d x 1 1 " W Follow exterior corner framing detail figure R602.10.5 / U (n 1 1/4" COIL STRAP - DECK POST TO CONCRETE CONNECTION USE: 16" O.C. USE 4-8D Roof assemblies - WFCM Prescriptive Method (WFCM table 2) Asphalt strip shingles PBS44A FOR EACH POST shall have minimum of six (6) fasteners per shingle (section R905.2.5) z NAILS AT EACH STUD Underlayment application (Section R905.2.7.)nailing see table 3.8 DECK POST TO GIRDER CONNECTION USE: 3 it SIMPSON H-8 USE W/ONLY SIMPSON " For roof slopes of two (2) units vertical in twelve (12) units horizontal (17- PC44 FOR EACH POST a J MIN OVERLAP IS 12 / ANCHOR BOLT (14 ) percent slope), 0 5- 8D TO STUD ONE SILL BP-3 PLATE GIRDER TO DECK JOIST CONNECTION USE: Sim Strong-Tie 4- 8D TO PLATE PLATE IN " up er four (4) units vertical twelve (12) units horizontal (33 -percent slope ), MTS12 ® EACH JOIST Simpson (EVERY STUD) STUD TO S 7 MINIMUM EMBEDMENT undlayment ••. U210 2X6 ATTACH T (SEE ANCHOR SCHEDULE, shall be two (2) lyers applied in the following manner. Apply A 19-inch (483)strip PORCH POST TO DECK USE: ON DWGS A-3.1 AND A-3.2) of PORC (ALIGN WITH JOIST BELOW) �. AT EACH DECK/PORCH JOIST underloyment felt layers with and starting at the eaves , fastened sufficiently to .ti SIMPSON hold in place. PORCH POST TO GIRDER USE: PS720 4-J Starting at the eave , apply 36- inch wide (914 mm( sheets of underlayment, PORCH ROOF RAFTER TO GIRDER USE: " HDU overlapping H2.5A AT EACH ROOF RAFTER (14) SDS Y X 3 WOOD SCREWS e successive sheets 19 inches (483mm), and fstened sufficiently to hold in place. 4-10d X 1 1/2" 7" MIN EMBEDMENT e e For roof slopes of four 4 units vertical in 12 units. N :D • (SEE FOUNDATION PLANS A-3.1 AND P ( ) ( ) TYPICAL PORCH DECK LEDGER- U Ice Protection Section R905.1.2 A-3.2 FOR LOCATION) ( ) CONNECTIONS s . °• • Underla ent in High wind Section R905.1.1 . 9 .° (MINIMUM DOUBLE STUD) SIMSON STRONG - TIE 9 g )( ) M D°A °•>' e D ,° , Flashing Section R905.2.8 • ' > „ » Chimney and firespaces - Chapter 10 STU BEARING PLATE �• s. 9'n .a°Q e•s D •' :p 1 1/4 COIL STRAP - 16 O.C. Energy Efficiency - Chapter 11, see attached report DOUBLE 2X MIN. `r • e' D . a a , Mechanical - Chapter 12 D ,'° ••o•� a,. •e D �a D• D. , •° USE 4-8D NAILS ® EACH STUD, General Mechanical System - Chapter 13 FOR HEADER OR +� D .'e D .' ' D . °�> Heaitng and cooling equipment - Chapter 14 BEAM c •e c °•edai' e a e Exhaust Sustem - Chapter 15 > A. D•e. Vie.. " ° Duct System - Chapter 16 .� z s`'� • k . °•° DOUBLE TOP PLATE MTS30 ROOF RAFTERS Combust on Air - Chapter 17 Simpson Strong-Tie _ D CA e D a•e D .iio••A, A a , c " c °• ° SSP Plumbing Chimneys and nPart Vents - Chapter 18 AT EACH POST SEE PLAN 2 "c a 1 3/4" IMU ° °.°s°'� a Flood Zone - 301.2.4 /1 LU LU EDGE DISTANCE '�•4° y' sD HEADER FLOOR TO FLOOR D LSTA21 Simpson Strong-Tie = ' U CONNECTION KING STUDS CS20 W COILED Y" THREADED ROD STRAP. MIN 12" REQUIRED FOR STU 1/2 L. OVERLAP AT EACH CZ L m SIMPSON STRONG - TIE JACK STUDS STUD o 1 1/4" COIL STRAP - SIMPSON STRONG-TIE 16" O.C. USE 4-8D � H2A SIDEICOVER CNW NUT COUPLER � NAILS AT EACH STUD � o AT EACH ROOF 0 MIN OVERLAP IS 12" RAFTER USE 8-16D MIN EDGE DISTANCE* JACK 0 SILL �� ':': x NAILS AT EACH END, � .. _ 12" MIN OVERLAP PER RT2.5 COMPONENT ' • . •� ` �. t o •e e MIN EDGE SHEET STHD8 ,�. STUD TO ROOF RAFTER = '•4 DISTANCE* FLOOR TO FLOOR Simpson Strong-Tie *NOTE: SEE MANUFACTURERS WRAP UNDER SILL PLATE CONNECTION TYPICAL STRAPPING FOR AB MIN. OVERLAP IS 12" CONNECTIONS'N N E C TI 0 N S. AT EACH POST FOOTING MINIMUM DISTANCE CHART FOR SILL PLATE TO RIM JOIST AND FRAMED OPENING EXTERIOR WALL CANTILEVER CONDITION INSTALLATION RIM JOIST TO STUD CONNECTION WALL TO FOUNDATION CONNECTION PORCH COLUMN CONNECTIONS Generated by REScheck-Web Software Compliance Certificate AMENDIWENT as Project Rocky Point Rd. Residence Energy Code: 2018 IECC Location: Greenport, New York Construction Type: Single-family Project Type: Addition Project SubType: None Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: All Electric false Is Renewable false Has Charger false Has Battery: false Has Heat Pump: false Construction Site: Owner/Agent: Designer/Contractor: 3420 Rocky Point Road East Marion, New York it raoeroiff Compliance: 8.8%Better Than Code Maximum UA: 260 Your UA: 237 Maximum SHGC: 0.40 Your SHGC: 0.27 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Ceiling: Flat Ceiling or Scissor Truss 906 38.0 0.0 0.030 0.026 27 24 Ceiling 1: Cathedral Ceiling 484 30.0 0.0 0.034 0.026 16 13 Wall:Wood Frame, 16"o.c. 1,261 15.0 3.0 0.061 0.060 58 57 Door 1: Solid Door(under 50%glazing) 21 0.290 0.320 6 7 Door 3: Glass Door(over 50%glazing) 39 0.290 0.320 11 13 SHGC: 0.27 Door 3: Glass Door(over 50%glazing) 39 0.290 0.320 11 13 SHGC: 0.27 - Window: Wood Frame 214 0.290 0.320 62 68 SHGC: 0.27 Floor: All-Wood joist/Truss 1,389 30.0 0.0 0.033 0.047 46 65 Project Title: Rocky Point Rd. Residence Report date: 05/01/25 Data filename: Page 1 of10 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date � Q � o (.P Ql- 9� 029A y ) F F N EJ Project Title: Rocky Point Rd. Residence Report date: 05/01/25 Data filename: Page 2 of10 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 38.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review ' Value Value Complies? Comments/Assumptions & Re .ID 103.1, ;Construction drawings and ❑Complies ;Requirement will be met. 103.2 !documentation demonstrate ❑Does Not [PRl]1 !energy code compliance for the (41, I building envelope.Thermal i❑Not Observable envelope represented on UNot Applicable j construction documents. ; 103.1, ;Construction drawings and ❑Complies 103.2, !documentation demonstrate ❑Does Not 403.7 ;energy code compliance for i ❑Not Observable [PR3]1 !lighting and mechanical systems. , ;Systems serving multiple ¢ ❑Not Applicable ; dwelling units must demonstrate compliance with the IECC Commercial Provisions. 302.11• 'Heating and cooling equipment is;, Heating: Heating: ;❑Complies 403.7 ;sized per ACCA Manual S based Btu/hr Btu/hr ElDoes Not [PR2]2 ion loads calculated per ACCA Cooling: Cooling: tlNot Observable Manual) or other methods `� ;approved by the code official. ; Btu/hr Btu/hr j❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Rocky Point Rd. Residence Report date: 05/01/25 Data filename: Page 3 of10 Section # Foundation Inspection Complies? Comments/Assumptions & Req.ID 303.2.1 iA protective covering is installed to ;❑Complies ;'Requirement will be met. [F011]z protect exposed exterior insulation ElDoes Not } i and extends a minimum of 6 in. below ❑Not Observable grade. 1❑Not Applicable 403.9 J Snow-and ice-melting system controls;❑Complies [FO12]2 installed. ;❑Does Not I❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Rocky Point Rd. Residence Report date: 05/01/25 Data filename: Page 4 of10 Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, ;Door U-factor. ; U- ; U- 1❑Complies ;See the Envelope Assemblies 402.3.4 I ; ❑ ;table for values. Does Not [� ] FRl 1 I❑Not Observable ; ;❑Not Applicable 402.1.1, !Glazing U-factor(area-weighted ; U- ; U- ❑Complies ;See the Envelope Assemblies 402.3.1, 1 average). ❑Does Not table for values. 402.3.3, 402.5 ;❑Not Observable [FR2]1 { ; ;❑Not Applicable 303.1.3 ,U-factors of fenestration products MComplies :Requirement will be met. [FR4]1 !are determined in accordance i❑Does Not �} Iwith the NFRC test procedure or ❑Not Observable Itaken from the default table. ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier '❑Complies ;Requirement will be met. [FR23]1 !installed per manufacturer's ❑Does Not instructions. ❑Not Observable ❑Not Applicable j 402.4.3 ;Fenestration that is not site built ❑Complies :Requirement will be met. [FR20]1 !is listed and labeled as meeting IE]Does Not IAAMA/WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC ❑Not Observable 400 that do not exceed code 3❑Not Applicable j ;limits. 402.4.5 IC-rated recessed lighting fixtures $❑Complies ;Requirement will be met. [FR16]2 !sealed at housing/interior finish C❑Does Not Jand labeled to indicate <2.0 cfm I j leakage at 75 Pa. { 1❑Not Observable , I ;❑Not Applicable 403.3.1 Supply and return ducts in attics . ❑Complies [FR12]1 !insulated >= R-8 where duct is I ❑Does Not >= 3 inches in diameter and >= } R-6 where< 3 inches. Supply and ❑Not Observable I return ducts in other portions of iElNot Applicable ;the building insulated >= R-6 for t't diameter>= 3 inches and R-4.2 a Ifor< 3 inches in diameter. 403.3.2 ;Ducts,air handlers and filter ❑Complies [FR13]1 I boxes are sealed with ' �❑Does Not ;joints/seams compliant with ;❑Not Observable International Mechanical Code or '❑Not Applicable !International Residential Code, as ; applicable. ; 403.3.5 1 Building cavities are not used as L❑Complies [FR15]3 !ducts or plenums. " 3❑Does Not j ❑Not Observable r ❑Not Applicable 403.4 ;HVAC piping conveying fluids ; R- 1 R- 1❑Complies [FR17]2 !above 105 °F or chilled fluids j ;❑Does Not below 55°F are insulated to >_R- 13 ; 1❑Not Observable ;❑Not Applicable 403.4.1 ;,Protection of insulation on HVAC ;❑Complies [FR24]1 I piping. t❑Does Not 14 �K]Not Observable �❑Not Applicable 403.5.3 1 Hot water pipes are insulated to R- ; R- ;❑Complies [FR18]2: 1>_R-3. j EDoes Not ;❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Rocky Point Rd. Residence Report date: 05/01/25 Data filename: Page 5 of10 Section Plans Verified Field Verified # Framing/hough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 403.6 ;Automatic or gravity dampers are; JElComplies :Requirement will be met. [FR19]2 I installed on all outdoor air ❑Does Not i intakes and exhausts. #'❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Rocky Point Rd. Residence Report date: 05/01/25 Data filename: Page 6 of10 Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions & Req.I® 303.1 IAII installed insulation is labeled ❑Complies :Requirement will be met. [IN13]2 !or the installed R-values ❑Does Not ` I provided. ❑Not Observable ; ❑Not Applicable 402.1.1, 1 Floor insulation R-value. R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.6 ;❑ Wood ❑ Wood ;❑Does Not table for values. [IN1]1 ❑ Steel ;❑ Steel j❑Not Observable j❑Not Applicable ; 303.2, ;Floor insulation installed per ❑Complies :Requirement will be met. 402.2.8 !manufacturer's instructions and IE]Does Not [IN2]1 hn substantial contact with the I underside of the subfloor, or floor �❑Not Observable framing cavity insulation is in ❑Not Applicable ; contact with the top side of ; :sheathing, or continuous [ ; !insulation is installed on the !,underside of floor framing and ; extends from the bottom to the :top of all perimeter floor framing members. 402.1.1, ;Wall insulation R-value. If this is a R- R- ;❑Complies ;See the Envelope Assemblies 402.2.5, 1 mass wall with at least 1/2 of the :❑ Wood ;❑ Wood ;❑Does Not :table for values. 402.2.E ;wall insulation on the wall ;❑ Mass ❑ Mass :❑Not Observable ' [IN3]1 ;exterior,the exterior insulation ; :requirement applies (FR10). ;❑ Steel i❑ Steel ;❑Not Applicable ; 303.2 ;Wall insulation is installed per I ❑Complies ;Requirement will be met. [IN4]1 !manufacturer's instructions. ❑Does Not ❑Not Observable ; i❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Rocky Point Rd. Residence Report date: 05/01/25 Data filename: Page 7 of10 Section TPlans Verified Field Verified # Final inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, ;Ceiling insulation R-value. R- R- 1❑Complies ;See the Envelope Assemblies 402.2.1, I ;❑ Wood ;❑ Wood ;❑Does Not table for values. 402.2.2, ❑ Steel ❑ Steel 402.2.E ❑Not Observable [FI1]1 I ;❑Not Applicable 303.1.1.1, Ceiling insulation installed per I❑Complies Requirement will be met. 303.2 !manufacturer's instructions. I❑Does Not [FI2]1 Blown insulation marked every 3 1300 ft2. #❑Not Observable y❑Not Applicable 402.2.3 Vented attics with air permeable ;❑Complies ;Requirement will be met. [FI22]2 i insulation include baffle adjacent PDoes Not to soffit and eave vents that extends over insulation. ;❑Not Observable #❑Not Applicable 402.2.4 ;Attic access hatch and door ; R- R- ;❑Complies Requirement will be met. [F13]1 :insulation >-R-value of the ❑Does Not adjacent assembly. ; '❑Not Observable 1 t❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ; ACH 50 = ; ACH 50 = ;❑Complies ;Requirement will be met. [FI17]1 lach in Climate Zones 1-2, and ;❑Does Not <=3 ach in Climate Zones 3-8. ; ;❑Not Observable ❑Not Applicable 403.3.3 ;Ducts are pressure tested toI cfm/100 cfm/100 ;❑Complies (FI27]1 !determine air leakage with ft2 ft2 ;❑Does Not either: Rough-in test:Total leakage measured with a I❑Not Observable !pressure differential of 0.1 inch ;❑Not Applicable w.g. across the system including ;the manufacturer's air handler enclosure if installed at time of ;test. Postconstruction test:Total 'leakage measured with a ; !pressure differential of 0.1 inch j w.g.across the entire system j 1 including the manufacturer's air 1 ; handler enclosure. 403.3.4 ;Duct tightness test result of<=4 cfm/100 cfm/100 ;❑Complies [F14]1 Icfm/100 ft2 across the system or ft2 ft2 ;❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ❑Not Observable I ;tests,verification may need to ;❑Not Applicable ; occur during Framing Inspection. ; 403.3.2.1 ;Air handler leakage designated ❑Complies I [F124]1 !by manufacturer at<=2%of ❑Does Not j ;design air flow. I 1❑Not Observable ❑Not Applicable 403.1.1 Programmable thermostats + #❑Complies [FI9]2 installed for control of primary ❑Does Not heating and cooling systems and ❑Not Observable initially set by manufacturer to ❑Not Applicable code specifications. 403.1.2 ;Heat pump thermostat installed }❑Complies [FI10]2 �on heat pumps. i❑Does Not I ❑Not Observable E J❑Not Applicable 403.5.1 !Circulating service hot water I❑Complies [FI11]2, systems have automatic or i❑Does Not accessible manual controls. ;❑Not Observable 1 } J❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Rocky Point Rd. Residence Report date: 05/01/25 Data filename: Page 8 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 403.6.1 ;All mechanical ventilation system ❑Complies [FI25]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy and air flow limits per Table iE]Not Observable R403.6.1. �❑Not Applicable 403.2 !Hot water boilers supplying heat I ❑Complies [FI26]2 )through one-or two-pipe heating ❑Does Not j systems have outdoor setback , control to lower boiler water 1❑Not Observable !temperature based on outdoor 1 ❑Not Applicable if temperature. 403.5.1.1 ?Heated water circulation systems Complies [F128]2 have a circulation pump.The l❑Does Not system return pipe is a dedicated return pipe or a cold water supply �❑Not Observable pipe. Gravity and thermos- i❑Not Applicable syphon circulation systems are not present. Controls for circulating hot water system pumps start the pump with signal 'for hot water demand within the occupancy.Controls automatically turn off the pump when water is in circulation loop is at set-point temperature and ) no demand for hot water exists. (f 403.5.1.2 Electric heat trace systems ❑Complies [FI29]z comply with IEEE 515.1 or UL tlDoes Not 515. Controls automatically adjust the energy input to the ❑Not Observable heat tracing to maintain the ❑Not Applicable desired water temperature in the piping. 403.5.2 ;Demand recirculation water ❑Complies [F130]2 isystems have controls that ❑Does Not 1 manage operation of the pump land limit the temperature of the I❑Not Observable water entering the cold water 3❑Not Applicable piping to <= 1049F. ; 403.5.4 Drain water heat recovery units ❑Complies [F131]2 ;tested in accordance with CSA ❑Does Not B55.1.Potable water-side pressure loss of drain water heat ❑Not Observable recovery units< 3 psi for ❑Not Applicable individual units connected to one or two showers. Potable water- side pressure loss of drain water ., heat recovery units < 2 psi for individual units connected to three or more showers. 404.1 90%or more of permanent ❑Complies [FI6]1 Mixtures have high efficacy lamps. ;❑Does Not ❑Not Observable 1,❑Not Applicable 404.1.1 Fuel lighting s as li have j 9 9 9 stems Y � � 3❑Complies [FI23]3 no continuous pilot light. ❑Does Not BJ ,❑Not Observable J❑Not Applicable 401.3 ;Compliance certificate posted. ❑Complies ;Requirement will be met. [FI7]2. ❑Does Not ❑Not Observable ❑Not Applicable 11 High Impact (Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Rocky Point Rd. Residence Report date: 05/01/25 Data filename: Page 9 of10 Section TPIans Verified Field Verified # Final: Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 303.3 Manufacturer manuals for OlDoes Complies[FI18]3mechanical and water heating Not systems have been provided. J❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Rocky Point Rd. Residence Report date: 05/01/25 Data filename: Page 10 of10 2018 IE C Energy Efficiency Certificate Above-Grade Wall 18.00 Below-Grade Wall 0.00 J Floor 30.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): . • • Window 0.29 0.27 Door 0.29 0.27 Heating, & Cool Heating System: Cooling System• Water Heater• Name• Date: Comments i GENERAL NOTES L L I N L GENERAL: 1. NO WORK IS TO START UNTIL A PERMIT IS OBTAINED FROM THE BUILDING AMEND ' NT DEPARTMENT. FROrOQI: D NE�� VV ORE 2. ALL WORK SHALL CONFORM WITH THE:2020 RESIDENTIAL CODE OF NEW YORK STATE 7�r,2 AS WELL AS ALL CURRENT NEW YORK STATE CODES 3. ALL UNNOTED OR NONVISIBLE EASEMENTS OR CONDITIONS VWHICH SHALL ARISE BUILDING CODE NOTE: DURING THE COURSE OF CONSTRUCTION THAT DISAGREES WITH THAT INDICATED THE PROPOSED DWELLING HAS BEEN DESIGNED TO BE IN CONFORMANCE WITH THE N THESE PLANS SHALL CAUSE THE CONTRACTOR TO STOP VWORK AND NOTIFY 2020 RESIDENTIAL CODE OF NEW YORK STATE k AMY THE ARCHITECT OR ENGINEER. SHOULD HE FAIL TO FOLLOW TTHIS PROCEDURE AND CONTINUE TO WORK HE WILL THEN ASSUME ALL RESPONSIBILIITY AND LIABILITY ARISING THEREFROM. MECHANICAL CODE NOTE: 4. NO DEVIATIONS OR CHANGES TO ANY PART OF THESE PLANS SHALL BE MADE UNLESS COMPLY WITH THE MECHANICAL CODE OF FIRST APPROVED BY THE ARCHITECT,ENGINEER AND BUILDING DEPARTMENT. THIS PROJECT SHALL NY.STATE,CHAPTERS 12 THROUGH 24. I { 5. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. 6. ALL DIMENSIONS HEREIN ARE APPROXIMATE.NOT TO BE SCALLED AND ARE SUBJECT PLUMBING CODE NOTE: TO REVISION AS PER ACTUAL FIELD CONDITIONS. THE DISCRETION OF THE OWNER, THE PROPOSED DWELLING HAS BEEN DESIGNED TO BE IN CONFORMANCE WITH THE AND AS DIRECTED AND/OR APPROVED BY THE ARCHITECT OR I ENGINEER. 2020 RESIDENTIAL CODE OF NEW YORK STATE CHAPTER 25 THROUGH 33 7. OWNER/CONTRACTOR ARE RESPONSIBLE TO OBTAIN INSPECTIONS,APPROVALS, 3420 ROCKY POINT ROAD CERTIFICATES,CERTIFICATE OF OCCUPANCY/COMPLETION AMID U.L.APPROVAL. ELECTRICAL CODE NOTE: 8. THIS SET OF PLANS IS THE PROPERTY OF TEHN DESIGN GROUP LLC.AND IS THE PROPOSED DWELLING HAS BEEN DESIGNED TO BE IN CONFORMANCE WITH THE FOR THE ONE PROJECT NOTED HEREIN ONLY(EVEN IF THIS PROJECT IS NOT NFPA 70 NATIONAL ELECTRICAL CODE EAST MARION , NEWYORK CONSTRUCTED).THEPLRNS SHALL NOT BE ALTERED,REPRODUCED OR USED IN ANY WAY WITHOUT WRITTEN PERMISSION OR COMPENSATION OF TEHNI DESIGN GROUP LLC. 9. THE ARCHITECT OR ENGINEER IS NOT RETAINED FOR SUPERWISION OF WORK AND ENERGY CODE NOTE: _-- -- f IS RESPONSIBLE FOR DESIGN INTENT ONLY. TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL 'J 10.ANY MATERIALS OR WORKMANSHIP FOUND AT ANY TO BE DETECTIVE SHALL BE L� JUDGEMENT,THESE PLANS AND/OR SPECIFICATIONS ARE IN BE REMEDIED AT ONCE REGARDLESS OF ANY PREVIOUS INSPEECTIONS. C� CV C: 11. CONTRACTOR SHALL BE FAMILIAR WITH THE CURRENT GENEERAL REQUIREMENTS OF COMPLIANCE WITH: cv cc�=- ALL STANDARD AND SPECIALTY SYSTIEMS/MATERIALS USED WITHIN THIS 2020 RESIDENTIAL CODE OF NEW YORK STATE r\ THIS PROJECT WITH THE MOST STRINGENT RECOMMENDATIODNS/REQUIREMENTS TO BE FOLLOWED. s 12.IT IS THE INTENT OF THESE PLANS TO EXPLAIN THE REQUIREMENTS OF THE PROPOSED NOTE 1 TITLESHEETZz CONSTRUCTION. HOWEVER FIELD CONDITIONS MAY ARISE DURING CONSTRUCTION THAT MAY NOT HAVE BEEN EXHAUSTfVELY DETAILED. 1.ALL PLUMBING WORK TO BE DONE AS PER CODE. 2 SITE PLAN 13.ANY AND ALL DISCREPANCIES TO BE REPORTED TO ENGINEER. 2.FIXTURES TO HAVE INDIVIDUAL SHUT OFF VALVE. 14.WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTION R701 AND INSULATION 3.FIXTURES TO BE PROPERLY VENTED. SHALL BE IN ACCCORDANCE WITH SECTION R316. NOTE 15.INTERIOR WALL COVERING SHALL BE:IN ACCORDANCE WITH .SECTION R702 AND 3 FOUNDATION PLAN & DETAILS EXTERIOR WALL COVERING SHALL BE IN ACCORDANCE WITH SECTION R703 16.THIS PROJECT COMPLIES W/THE NEW YORK STATE 2020 RESIDENTIAL CODE 1.ALL DIMENSIONS AND WORK QUANTITIES SHALL BE VARIFIED IN THE FIELD BY THE CONTRACTOR, 4ST MECHANICAL SYSTEM COMPLIES CHAPTER 12 THROUGH API AND RECEIVED DISCREPANCIES SHALL BE 1 PLAN & PLAN �Y Point PLUMBING SYSTEM COMPLIES CHAPTER 24 THROUGH CHAPTER 33, IMMEDIATELY REPORTED TO THE ARCHITECT. r ELECTRICAL SYSTEM COMPLIES NFPA 70 NATIONAL ELECTRICAL CODE CARPENTRY: 2.MINOR DETAILS NOT SHOWN OR SPECIFIED BUT NECESSARY FOR PROPER CONSTRUCTION OF ANY PART OF THIS WORK 5SECTIONSTHERWIISE NOTED U.O.N. SHALLBE INCLUDED AS IF THEY WERE INDICATED ON PLANS. c 1. ALL LUMBER SHALL BE D.F.#2 OR BETTER UNLESS 0 ( ) 2. ALL LUMBER TO BE A MINIMUM OF 8"ABOVE FINISHED GRADE. (U.O.N.) 3.NO WORK SHALL COMMENCE UNTIL PLANS ARE APPROVED 6 ELEVATIONS 3. SILLS TO BE FLASHED(TERMITE SHIELD)W/SILL SEAL.SILL TO BE A.C.Q.WOOD AND PERMIT SECURED FROM THE LOCAL DEPARTMENT OF 2-2"x 6" U.O.N. BUILDINGS. 4. ALL JOISTS HANGERS TO BE'TECO"OR EQUAL, FULL SIZE. 5. DOUBLE HEADERS AND TRIMMERS ABOUT ALL OPENINGS. (U).O.N.) 7FRAMING F_ F ® z DETAILS ari�R - - 0 6. DOUBLE JOISTS UNDER PARALLEL PARTITIONS,POSTS,AND IBATH TUBS.(U.O.N.) - > 7. ALL BEAMS,GIRDERS,HEADERS,ETC. TO HAVE A MINIMUM OF 4"BEARING. 8 8. ALL WINDOWS TO BE IN CONFORMANCE W/ATTACHED ENERGY STATEMENT W/ ENERGY SEALING DETAILS East Marion MODELS NUMBERS ON PLANS. t SEAL 9. PROVIDE ATLEAST(1)WINDOW(OR DOOR)IN EACH HABITABLLE SPACE FOR EMERGENCY9 D A RC,ESCAPE.IN CONFORMANCE WITH 2O20 NEW YORK STATE BUILLDING CODE NOTES & DETAILS V �,� K. TFyy SEC.R310 MIN OPENING OF 5.7 SQ.FEET(5.0 SQ.FEET @ GRAADE LEVEL WHEN GRADE TO SILL IS LESS THAN 44"OR LESS)W/MINIMUM NET HEIGHT 224"AND MINIMUM NET WIDTH /j OF 20"(OPERATION W/O NEED FOR TOOLS)BOTTOM OF OPENNING @ 44"MAXIMUM A.F.F. 10 ) '� 10. EXTERIOR WINDOWS ARE TO BE DESIGNED IN ACCORDANCE:WITH SECTION R609. 01 NOTES & DETAILS �� Y ALL GLAZING SHALL COMPLY WITH SECTION R308. � j lQ7 11. STAIRWAYS SHALL BE DESIGNED IN ACCORDANCE WITH SECTIONS R311.5 TO R311.5.7 12. MOISTURE VAPOR BARRIER IS TO BE INSTALLED ON THE WARM-IN-WINTER SIDE OF THE LOCATION MAP F 0 F N E� INSULATION IN ALL FRAMED WALLS,FLOORS,ROOF AND CEILINGS COMPRISING ELEMENTS OF THE BUILDING THERMAL ENVELOPE IN ACCORDANCE WITH SECTION N1102. 13. ASPHALT SHINGLES ARE TO BE INSTALLED IN ACCORDANCE'WITH SECTION R905.2. ELECTRICAL: 00 1. ALL NEWLY INSTALLED ELECTRICAL.WORK OR APPLIANCES SHALL CONFORM TO THE NFPA 70 NATIONAL ELECTRICAL CODE GEOGRAPHIC TABLE DESIGN R E Q U I R M E N TS M N 00 2020 NYS UNIFORM CODE � C9 N a_ 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFFICATE UPON COMPLETION OF WORK. THE PROJECT IS WITHIN A HURRICANE PRONE REGION,CLIMATE ZONE 4Aco co 3. ELECTRICAL WIRING AND EQUIPMENT TO COMPLY W/CHAPTERS 34-43 AND LOCAL BUILDING DEPARTMENT. TABLE R301 .2(1 ) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA 4. SMOKE DETECTION AS PER N.Y.S.CODE SECTION R314. ALL SMOKE DETECTORS SHALL BE 114TERCONNECTED AND HARD WIRED. MEAN 5. EXHAUST FOR THE CLOTHES DRYER SHALL BE IN ACCORDAkNCE WITH SECTION M1502. WINDDESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD AIR GROUND FLOOD FREEZING ANNUAL 6. THE EXISTING ELECTRICAL SYSTEM SHALL BE CAPABLE OF IHANDLING THE IMPOSED LOADS OF DESIGN DESIGN UNDERLAYMENT SNOW LOAD SPEED d TOPOG SPECIAL BORNE-BORNE FROST LINE HAZARD TEMP PROPOSED ADDITION. IF NOT,SYSTEM SHALL BE UPGRADED TO MEET CODE COMPLIANCE. RAPHIC WIND DEBRIS CATEGORY °WEATHERING TERMITE TEMP REQUIRED INDEX Z MPH EFFECTS k REGION DEPTH _O o � FOUNDATIONS, CONCRETE AND MASONARY: a Y 1 MILE B 3 FEET 15° YES INSERT FLOOD 599 51° I- 0 w 20 PSF 130vult NO NO FROM THE COAST SEVERE HEAVY 0 Er >- p 1. ALL FOOTINGS TO BEAR UPON FIRM,VIRGIN,UNDISTURBED SOIL. BOF ZONE OR NIA 2. SOIL ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF--(1)TON/SQ.FOOT. Q 0 Z Q w 3. FOOTINGS TO REST A MIN T-0"BELOW GRADE. U.O.N.STEP'FOOTINGS @ 1:2 RATIO < a Z w Z (,'RISE MAX) MANUAL J CRITERIA REQUIRED IN SUBMITTED CALCULATIONS W < J W 4. WALLS TO BE POURED CONCRETE OF SIZE AND REINFORCEMENT SHOWN ON p p O PLANS. (U.O.N.) w cn ALTITUDE INDOOR DESIGN o WINTER SUMMER HEATING TEMPERATURE 5. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS UNTIL FIRST TIER OF ELEVATION LAT CORRECTION DESIGN TEMPERATURE -4 Q N Q FRAMING OR PROPER BRACING IS 114 PLACE. HEATING COOLING FACTOR TEMP COOLING DIFFERENCE ch w Z m 6. FOOTINGS TO BE OF POURED CONCRETE OF SIZE SHOWN ON PLANS. J 7. ALL OPENINGS FOR GS FLUES,UTILITIES,ETC.TO BE FILLED SOLID WITH CONCRETE. 98 FT 400 N 15°F 85°F 1.00 68°F 75°F 53°F J ALL GIRDERS WITH BEAM POCKETS ARE TO BE STEEL SHIMIWIED W/1/2"SPACE @ IW SIDES AND ENDS. U.O.N. COOLING TEMPERATURE WIND VELOCITY WIND VELOCITY COINCIDENT WET BULB DAILY RANGE WINTER HUMIDITY SUMMER HUMIDITY o M 8. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH @ 28 DAYS OF DIFFERENCE HEATING COOLING o W m 3,000 P.S.I.ALL EXTERIOR MATERIALS TO BE AIR-ENTRAINED). 3,500 P.S.I.GARAGE SLAB I EXPOSED SLAB ON GRADE I POURED STEPS. 10°F 15 MPH 7.5 MPH 72°F MEDIUM(M) 45-55% 32 GR @ 50%RH FZ-- W U N 9. CONCRETE SLABS TO REST UPON MINIMUM 6"OF FINE GRAVEL OR SAND WITH Q J MINIMUM 6MIL.POLY.V.B.(@ OCCUPIED SPACE)AND WITH REQUIRED INSULATION. 10.ALL SLABS ABUTTING FRAMING FLASHED AS DETAILED IN P'LANS. Ill X w IZ 11. BRICK VENEER TO BE ANCHORED N(1)WALL TIE EVERY 312"O.C.VERTICALLY AND IBC CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA o o EVERY 18"O.C.HORIZONTALLY W/FLASHED JOINT @ BRICK LEDGE OR RELIEVING ANGLE ci 0Y W/WEEP HOLES @ 4--0"O.C.MAX TO DIRECT ANY CONDENSATION TO THE EXTERIOR. Z c (� w 11 WINDDESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD AIR MEAN 12.APPLY(1)COAT OF ASPHALTIC BASED DAMPROOFING TO EXTERIOR OF FOUNDATION GROUND FLOOD ANNUAL F- Z FROM FOOTING TO 2"ABOVE FINISHED GRADE,UNLESS WETr SITE CONDITIONS EXCEED a TOPOG SPECIAL DESIGN DESIGN UNDERLAYMENT HAZARD FREEZING TEMP ~ Z 0 CODE LIMITS. SNOW LOAD SPEED RAPHIC WIND BORNE-BORNE CATEGORY 'WEATHERING. FROST RDEPTH E TERMITE TEMP REQUIRED INDEX 0 u) MPH EFFECTS k REGION DEBRIS 13.THE MASONARY CHIMNEY SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION R1001. J o- W PLUMBING, MECHANICAL, FUEL GAS, A/C: 20 PSF 1 MILE 3 FEET MODERATE SEE 13pvult NO NO FROM THE COAST SEVERE � m � � Ln B YES NO 599 51° >- &FIRE ISLAND BOF ITO HEAVY BELOW c� Q Y w Z N I' 1. PLUMBING TO COMPLY WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE2020 I.M.0 2 z = = w LO AND 2020 I.F.G.C.ALONG WITH THE LOCAL BUILDING DEPARTMENT. W w v W < N 2. SITE SANITARY SYSTEMS ARE TO COMPLY WITH S.C.D.H.S.(REQUIREMENTS. WINTER DESIGN TEMP: a v ¢ I"' 3. PLUMBING,MECHANICAL,FUEL GAS SYSTEMS SHALL COMPLY WITH THE RESIDENTIAL -INTERIOR SPACES INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH AN INDOOR TEMPERATURE OF NOT LESS THAN 68°F AT A POINT 3 FEET ABOVE THE FLOOR ON THE DESIGN HEATING DAY DWG N.0 SECTIONS FOR PLUMBING CODE(CHAPTER 25-33),MECHANIICAL CODE(CHAPTER 12-23), -SYSTEM DESIGN SHALL BE BASED ON MAX 72°F HEATING,MINIMUM 75°F COOLING AND FUEL GAS CODE(CHAPTER 24)OF THE 2020 RESIDENTIIAL CODE OF NEWYORK STATE -DEGREE DAYS(NY LAGUARDIA)4811 ,WINTER DESIGN TEMP157,DRY BULB 89°F,WET BULB 75"(2020 IPC APPENDIX D) 4. ALL WASTE AND VENTS ABOVE FLOOR SHALL BE SCHEDULE 40 THICKNESS -AS PER NYSBC 2020 CHAPTER 16 SECTION 1609 AND ASCE 7 2016,WIND EXPOSURE CATEGORY AND SURFACE ROUGHNESS B SV CAST IRON BELL(HUB)AND SPIGOT BELOW AND THROUGH CONCRETE. -USE C FOR BOTH SOUTH SHORE AND FIRE ISLAND 5. THE EX.HEATING/A.C. SYSTEM SHALL BE CAPABLE OF HAN4DLING THE IMPOSED LOADS OF 0 PROPOSED ADDITION. IF NOT,SYSTEM SHALL BE UPGRADED TO MEET CODE COMPLIANCE. EXPECTED HIGH WATER ELEV. -43' FROM GRADE MAIN DWELLING DRAINAGE CALCULATIONS MAIN DWELLING AREA= 1,394 sq.ft. x .167 x 1.00 = 233 cu.ft. 233 cu.ft. /42.24 (8' RING) =5.5 v.f. 8' 0 x 6' DEEP DRY WELL LEACHING POOLS PROPERTY TO NORTH NO KNOWN WELLS WITHIN 100' -- - - - _ _ 212.6' N8g°,49'E - - -- - - - - PROPOSED �� z 0 ' 8'X 6' DRYWELL ,'"-- `\ cn I FOR MAIN DWELLING �� / �\ , \� w i 8 X12 � / � � LP / 50% \ I FUTURE i 8X12 LP; SEAL r , c— TEST BORE ���tED r' CII - \\ \\ ,L SE',PTIC BY OTHERS �4 � R 07 AV ' I / `` ■ ■ ' i F 0 F N EA ' o / \\ PAVER C9 I 01 p' ' \\ STOOP A/C i 11 El .'' .' \ P O v O° �r o0 PROPERTY TO I �i IN GROUND �, M WEST NO KNOWN00 3/4 WATERMAIN \ I � WELLS WITHIN PAV ; POOL BY cn N co 100 I ,, ,w / "w 1 STORY sT P OTHERS o co M / \ BARN/ POOL HOUSE `° `° i �' ciw � I OH POWER OH POWER OH POWER ov ovv&n H"PO R OH P01NER OH POWER I DWELLING I m I I SHED BY OTHERS PROPERTY TO 3 BEDROOMS PAVE I PATIO EAST NO KNOWN I ' W i AROUND POOL WELLS WITHIN I ' I 100' Z 0 Q Y 58.5' / CE i - O zw o❑ / Q p z Q w ' PERMEABLE ; `� � � 8X13 �� Q o w w i GRAVEL BLUE STONE \ CP TO BE PUMP AND / i / \ \ i i FILL WITH SAND/ \ W / W U Q 0 DRIVEWAY -� i `\ i GRAVEL ABANDON 2 ❑ Oz OF TO BE PU P AND FILL ITH SAND/GRAVEL ABANDON--r— / / ,' ❑ cn M DRYWELL BY OTHERS / ---' FOR POOL PATIO , POOL HOUSE& POOL ~ I ti I 'yt Q N Q (' c+') W m I Z 211 .3' S850 50' 44�'w o z M PROPERTY TO / �' U m � SOUTH NO KNOWN i Z Z U ° N WELLS WITHIN 0 J w F pp W = _ LL 0 0 ZO ()' w Q z 0 I`-- O U) J 0- W Lo w Y w Q � U Z N W o W J O oW w N EL 0 a of 4 DWG NO 2 1/0 NEW FOUNDATION INSTALLATION SEQUENCE - GENERAL NOTES 8'-0" � ALL EXCAVATION SHALL BE DONE BY HAND ONLY NO EXCEPTIONS i PROVIDE PLYWOOD NEW FLOOR JOISTS SHEETING IN PIT. PARALLEL TO EXISTING FOUNDATION 2 q 8"CONC FOUNDATION WALLS i t i i a i r------------PROVED 2"-X-rLEDGER-BOARBtAt;-BOLTED----- ------------------� � f-¢ i i TO DWELLING W/1/2"LAG BOLTS @ 24"0-C. Ili PROPOSED 1%2" kL a ACCESS PIT i i w p U) TIGHT TO UNDERSIDE OF JOISTS � i i EXCAVATION-� ___ PIN MASONRY BLOCK TO >-1 i U � F_ o i ¢ i i DEPTH NEW FOOTING W/#5 DOWLES 12"O.C. o 0 0 o i . ' 'w UNDERPINNING PIT HIGH-STRENGTH NON @ x o� i _ 2"x 10"@ 16"oc i - ¢ AND WIDTH OF FOOTING SHRINK GROUT °o z o _ p 'o EX.FLOOR JOISTS cn o B a „ o 0 CRAWLSPACE o J I i Z (A) ( ) (C) (D) #4 REBAR @ 20 O.C. i i X �- x x i • aP- ' EACH WAY. ,•. i N "' N i N i NOTE. ' ° UNDERPINNING 1 .i 1 UNDERPINNING WORK SHALL BE PERFORMED BYAft •° °• A QUALIFIED MASON CONTRACTOR 5. THE NEW FOOTINGS SHALL BE JOINED TOGETHER WITH#5 REBAR DOWELS A w i:. A @ 12 VERTICALLY °• cn i ::. i 1. AN"ACCESS PIT"APPROXIMATELY 4 FEET SQUARE SHALL BE B 4 �-a i 4 6. AS INDICATED IN THE ILLUSTRATION ABOVE AND ON THE . z i •: EXCAVATED TO A DEPTH TO PROVIDE ACCESS FOR MEN TO GET { } �w UNDER THE FOOTING AS ILLUSTRATED IN{A}_ PLANS,LOCATIONS{1)AND(2)CAN BE EXCAVATED SIMULTANEOUSLY. a)o i i 2. EXCAVATION IS THEN CONTINUED IN AN UNDERPINNING PIT 7. WHEN THE CONCRETE HAS GAINED SUFFICIENT STRENGTH IN LOCATIONS(1) co z w o o AND{2),INTERMEDIATE LOCATIONS LOCATED AT(3)CAN BE EXCAVATED CRAWLSPAC E i DIRECTLY UNDER THE WALL AS ILLUSTRATED IN(C). 0 w i AND CONCRETE PLACED. VIRGIN UNDISTURBED SOIL i 3. THE MAXIMUM EXCAVATED SPAN UNDER ANY SECTION OF FOOTING g THE SPACES REMAINING SHALL NOW BE FILLED IN. o w i i SHALL BE NO MORE THAN 4 FEET. x x � � � BY HAND AND COMPACTED TO 95%DENSITY DETAIL "A" N -REPAIR DAMAGED FLOOR JOISTS = 2"x 10" 16"oc i " 4. AS SOON AS PRACTICAL,CONCRETE HAVING A 28 DAY MINIMUM 9.TOP OF UNDERPINNING OF AS REQUIRED x EX.FLOOR JOISTS i A COMPRESSIVE STRENGTH OF 3500 PSI.AIR ENTRAINED.SHALL BE PLACED UNDER NEW FOOTING OR SLAB SHALL STOP 1"-2"CLEAR FOR ': i UNDER EXISTING FOOTING SEE NOTE 9 NOW SHRINK HIGH STRENGTH GROUT.SEE ILLUSTRATION (D) TYPICAL UNDERPINNING SECTION SCALE:318"=l'-0" N ' •`' EX. BOILER , WATER HEATER cn --- & OIL TANK TO BE REMOVED 3 � I ILLIx ' z ' z' `� - PROVIDE ELECTRIC HEAT PUMP IN ATTIC. - = I I - o REPLACE W TER HEATER W/ _ o _ i NEW ELECT IC UNIT. w : • �N N JI JI Nx o !.. m i NEW POST o 1 "' NEW POSTI , ZBOVE �„�, ABOVE II NEW POST o p ':. rl-7:7 I ABOVE a 1 w .•° F ��---- ------ 0 0 fn BEAM OCKET -' I z 1 o p I- EXISTING S.::..... .� � aw Z r'. =� 4"X 6"FRAMING MEMBE c+ N JI w0 > p z m' oa w w F= 1 F--O > O r.•- 0 o NEW 3-2"X 6"GIRDERI,. ' 'a NEW 3-2"X 6"GIRDER z w t= '� _— f a _ _—_—_ w o EXISTING FLOOR JOISTS SEAL z BEAM OCKT ' �--- - -- ---®----X TING -------- a z LE o ARE D ARC o ww ! EX[ TING 6 FRAMING MEMBER U o o SIMPSON"CMSTC16 COIL STRAP OR h j� w `� I >w z 1 1/4"x 20 GAUGE GALV.STRAPPING, 2-16d COMMON "SIMPSON" .y f- �+ N _ i STHDI4RJ o 0 11J cn C WLSPAUE �¢ Z STRAP EACH STUD 12 MIN.BEARING PROVIDE CLOSED CELL SPRAY FOAM INSULATION NAILS @ 6"O.C. o p ~ m .' ° cn a I x o F=~ FOR FULL LENGT ; 12"BEARING ON � ! a p I I _ c_n WRAP STRAP UNDER SILL EACH STUD IN FLOOR JOISTS a o w > `;~ i-¢ N EXISTING TURAL EARTH ao z W_ w @ OF sTUD WALL STUD C - w co> o z _ >w o o I FLOOR TO EMAIN ' u�z La_ ,_,.,O = O = z - 0 PROVIDE C OSED CELL SPRAY FOAM INSULATION s a z ¢ � 0 � � NEW 4 X 6 . ,. ��" a� m� U c4 - -: io o ¢ < x cn o o I IN FLOOR J ISTS ABOVE. FRAMING MEMBER BLOCKING @� A�?l 0 z p `' x " .- I PROVIDE C SPACE VENTILATION AS PER NY BC 120 4. 3 ENDWALL Z� �., w o I SILL SEALER oo p = z I 0 EEW POST 1 NEW POST TERMITE SHIELD .JVJ z= o w '' w , , j ABOVE ANCHOR BOLTS 1/2"DIA x 8"LONG @ 8'oc MAX �aI . U ' NEW POST o r -��� EXISTING r--.. . a Z NEW 2"x 6"ACQ SILL EXTEND ANCHOR BOLT THROUGH EXISTING PERIMETER ; c�w w '-11" 4" 6"FRAMING MEMBE p FRAMING MEMBER z a _j 0 5 ABOVE ------- - L---- ,..:.: I— ;:i ;REAM POCKET 8"x 16"CONC BLOCK FILLED SOLID y •.r* f R a EXISTING NATURAL EARTH Z ,- �:: ..3' ° ... .. ,,, U �----� + �---- = ANCHORED TO NEW TRENCH FOOTING FLOOR TO REMAIN - >.• co , „ w z z o 1-2 •'i z W/ONE#5 ROD EACH BLOCK °° :°'' •`' � ``' C%i co EXISTING 1 2 I EXISTING "' PROVIDE CRAWLSPACE VENTILATION AS PER NY BC 1202.4.1.1 ; y�; ;�::.`,:a.` °? ; m 6" 6"FRAMING IJII= Ra z 1_ i a 6"X 6"FRAMING MEII�IBE I _ _ o o :: Off, c�.i o --- ={------ — ': --------- — ': T' 0 POC EZ: w _:' � . EAM POCKE :: m o �.} r ch m _ L- ==� �-� ==� i:. >- w 14 TRENCH CONC FTG )2M�c� co co o w a a °4 #4 REBAR PINNED INTO 30•. ti GO ' CO P r----.E,}CISTING -; .-.�� n �' ': O m o EACH SECTION ~ �' ``: AMING MEMBER ''`� -REPAIR DAMAGED FLOOR JOISTS F-cn ;�,:: Q Z " o —�..TTI AS REQUIRED w w ¢ o a ° zo o i=, i= - ;� p M °- �uj oo o� � xc�i,o a- X p Q X w X REPAA-, EXISTING PIER W/ I - o D z w ,-¢ co � ° B >w - � �N z NEW 8"X 16",CONC PIER W/ i o . >w uj o B a Z 4 cm_j N 24 X 24 X 12 CONC FOOTING o o a j o 4 o Y ¢ io 1 w a ° .. x o x x o ° Q' XISTING CONC PIER TO BE SUPPORTED&REM p' ED DETAIL } 0 EW TRENCH FOOTING PROVIDED I HOLD DOWN DETAILS p 'BEAMPOCKET 14"TRENCH CONC F G N.T.S. Q p Z Q w .;....- ,• � a Z 0 z ?: O J W J INSTALLED AS PER INSTALLED AS PER INSTALLED AS PER z� FOUNDATION DETAIL 17 "A" 02 0 =O R408.1 - R408.1 R408.1 /� j w I-_ � U) 1 COURSE 8"X 16"MASONRY BLOCK N.T.S. 10 CONCRETE WALL > N < Lo ~ �- FILLED SOLID AND ANCHORED TO TRENC FOOTING � Q N Q z M W C4 m 1/2"A.B.@(�48"O.C.WITH J ' 3"x 3"x 1T4"PLATE WASHER W NOTES: 0 o M 2"x 6"SILL PLATE W z � 27-1 1. EXCAVATE FOR ALL FOOTINGS,FOUNDATION WALLS,AND SUCH Z_ C) N OTHER WORK AS MAY BE NECESSARY TO THE DEPTHS AS SHOWN ON + CONCRETE WALL W J PARTIAL FOUNDATION PLAN THE DRAWINGS.ALL TRENCHES FOR FOOTINGS,FOUNDATIONS, ETC. � � SHALL HAVE LEVEL,SOLID AND UNDISTURBED BOTTOMS. o + X 2. FOUNDATIONS AND FOOTINGS SIZED FOR BEARING ON VIRGIN SOIL to `= ' W W 1/4"=1'-0" INDICATES LOCATION OF SHEAR WALL HOLD-DOWN � �AT MINIMUM BEARING BEARING SOIL CAPACITY OF(1)ONE TON PER °' I.1- O BY SIMPSON' OR APPROVED EQUAL SEE SHEET#12 SQUARE FOOT WITH A MINIMUM OF T-0"COVER. + 0 -, CONSTRUCTION NOTES. (TO BE INSTALLED AS PER N.Y.S.CODE) Q a Ir- NEW CONSTRUCTION 3. ALL CONCRETE SHALL BE 3,500 P.S.I. z � (7 w Ii ALL FASTENERS SHALL BE INSTALLED WITH STRICT + 1/2"A.B. 48"O.C.WITH O < - _ ___________ ACCORDANCE W/MANUFACTURER SPECIFICATIONS 4. WHERE THE WALLS ARE POURED TO GRADE,AND DAMPROOFED, + 3"x 3"x 14"PLATE WASHER z � 0 - REPLACE EXISTING PIER W/ DOWELING BETWEEN NEW&EXISTING FOUNDATIONS, q _ _____________ TO BE REMOVED 1 " THE CONTRACTOR SHALL BACKFILL AGAINST THEM WITH CLEAN EARTH. = NEW 8 X 16 CONC PIER W/ PROVIDE 5/8"DIA. EPDXY COATED DOWELS, LONG W/7" O 3 CARE SHALL BE TAKEN TO BRACE AS REQUIRED TO PREVENT CAVE-INS. o la- 0 w 24"X 24"X 12"CONC FOOTING MIN.EMBEDMENT,SPACED 16"VERT.FILL GAPS W/HIGH HOLDDOWN CONNECTION NOTE BACKFILL TO BE FREE OF WOOD,TRASH,ETC. _I a- W EXIST'G STRUCTURE STRENGTH EPDXY MORTAR(TYPICAL FOR 4 PLACES) -HOLDDOWNS SHOWN ON FOUNDATION 5. THE EXTERIOR SURFACE OF ALL FOUNDATION WALLS ; `" RIM JOIST 1.MIN.7"EMBEDMENT INTO CONCRETE m p PLAN ARE CONNECTING FOUNDATION c., w/3"SQUARE WASHERS AND END NUT SETUP I-- U In ONEW 8"X 16"CONC PIER W/ O TO FIRST FLOOR BELOW GRADE(EXCEPT SLAB AREAS)SHALL BE 0 Q Y w Z N 2 4 2.ANCHOR NOTED HEREIN ARE NOT TO BE USED FOR w = z C� ~ _ 24"X 24"X 12"CONC FOOTING ALL LUMBER THAT COMES IN CONTACT WITH -HOLDDOWNS SHOWN ON FIRST FLOOR DAMPROOFED WITH AN ELASTIC COAL TAR BASE,SELFLo LEGEND CONCRETE SHALL BE A.C.Q.LUMBER. PLAN ARE CONNECTING FIRST FLOOR PRIMING BITUMINOUS PLASTIC CEMENT. OR REPLACED BY HOLD DOWNS FOR SHEARWALLS W J O U W HI CV TO SECOND FLOOR 6. ALL CONCRETE FOOTINGS TO BE PROVIDED WITH(2)#5 REINF. 1'-0" 6'-0"MAX. 3.1-ANCHOR BOLT IS TO BE LOCATED BETWEEN 6"MIN. o- U ¢ 814 T012"MAX.FROM ENDS OR CORNERS L311 7. ALL CONCRETE SHALL BE AIR ENTRAINED.TOTAL AIR CONTENT( 4.CONC.BLOCK TO BE FILLED SOLID @ ANCHOR BOLTS. DWG NO PERCENT BY VDLUME)SHALL NOT BE LESS THAN 5 PERCENT OR ANCHOR BOLT SPECIFICATION MORE THAN 7 PERCENT. 8. ALL LUMBER THAT COMES IN CONTACT WITH CONCRETE SHALL BE A.C.Q. R403.1.6 FOUNDATION ANCHORAGE 3 LUMBER. 10 25'-5" 0. 7'-32" 9'-32' 41_9" 10 41-1,1 PAVER STOOP FWG 6068 SLIDER 2432 6H WIN 2432 DIk WIN NOTE : - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - PROVIDE ICE BARRIERS AS PER SEC.R905.1.2 1700 1 _ AND SHALL CONSIST OF A MINIMUM OF TWO LAYERS 2-2"X10"HDR 2-2"X8"HD 2-2"X8"H 1 I I OF UNDERLAYMENT CEMENTED TOGETHER OR A SELF- o w I 18'-3" 6-0" �°N' I I ADHERING POLYMER-MODIFIED BITUMEN SHEET IN �68 I I PLACE OF NORMAL UNDERLAYMENT AND SHALL EXTEND A MINIMUM OF 24"INSIDE THE EXTERIOR _ - _ I I 2"X 10" 16"oc x 2"X 10"@ 16"oc I WALL LINE. ti o o ; DINING ROOM LAUNDRY I ROOF RAFTERS N ROOF RAFTERS N N i 10'-0"VAULTED CEILING SHELVING I w INSTALL FIBERGLASS I z ci I DRYER.PAN FOR WASHER& o I I CHIMNEYS SHALL COMPLY WITH THE REQUIREMENTS Ch N 1 I I 1 VENT DRYER TO EXTERIO OF UL 127 AND SHALL BE INSTALLED AND 2"X 10"@ 16"oc ; AS PER M1502 _ I TERMINATED IN ACCORDANCE WITH THE -� 1 MANUFACTURER'S INSTRUCTIONS AS PER SEC.R1005 1 CEILING JOISTS 1 r I A o o I I A A4 I I A c" 4 i o 0 4co 4 I I 4 1 = zCD I N x o I 11 " 11 2"x 10"@ 16"oc CD I 2x10 @16 oc N 1 z ; c: o I ROOF RAFTERS ROOF RAFTERS 1 W I O o N I I w I � ® U Lo LIVING ROOM ~ o ---- Y 1 0 2-2"X 8"HDR i 10'-0"VAULTED CEILING --_co I N , 2"x 10"@ 16"oc L----1 ; N o I w I CEILING JOISTS I o I z I 1 i o I 22"x 1010" 116"oc 2"x 10"@ 16"oc PORTICO N I ROOF RAFTERS ROOF RAFTERS 1 1 i I I R903.2 FLASHING 1 o �O 1 26'41 I I I o c I I I I FLASHINGS SHALL BE INSTALLED IN A MANNER THAT PREVENTS MOISTURE cb 12 POST DN RIDGE POST DN co I RIDGE I FROM ENTERING THE WALL AND ROOF THROUGH JOINTS IN COPINGS, ;�68 TO FOUNDATION POST TO FOUNDATIO POST____________ THROUGH MOISTURE PERMEABLE MATERIALS AND AT INTERSECTIONS WITH _ - ------------------ -------------- --- F1------------------- PARAPET WALLS AND OTHER PENETRATIONS THROUGH THE ROOF PLANE. - ---- POST DN MECH 8'-0" TO FOUN TION z can I ; ; o ; ; I R903.2.1 LOCATIONS ' 2-21 I II 11 X8 HDR _ � 0 - - w - = I I o 1 1 I FLASHINGS SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, nLa �68 �� co a T x o w cb I i i '- i i WHEREVER THERE IS A CHANGE IN ROOF SLOPE OR DIRECTION AND cn _ 2 10" 16"oc �, N w 12"x 10"@ 16"oc RR I 1 ,"'—� I I 2"x 10"@ 16"oc RR I AROUND ROOF OPENINGS.A FLASHING SHALL BE INSTALLED TO DIVERT THE o w e - 1 '- LT D G `T Q I I w 1 1 W x I w [LING JOISTS ° N I SISTERED TO EXISTING 1 I _ 1 1 SISTERED TO EXISTING I WATER AWAY FROM WHERE THE EAVE OF A SLOPED ROOF INTERSECTS A Ln 6'-0" �a `;' _ �gTTIC i 'N I i i iA1Tl ; ; I VERTICAL SIDEWALL.WHERE FLASHING IS OF METAL,THE METAL SHALL BE w ILU, cV BEDROOM �'9 iA' CESS i I i i o o�, IA C SS 1 I CORROSION RESISTANT WITH A THICKNESS OF NOT LESS THAN 0.019 INCH C c"- 1 1 c o z 11 0 1 1 1 (0.5 MM)(NO.26 GALVANIZED SHEET). -v 10'-0"VAULTED CEILING (w 1 �� 1 hoc w I TO FOUNDATION = I I , _ I - PROVIDE R-15 INSULATION j o i �� i w co = I " I I^ -o I �\ I w I (EXISTING I R903.2.2 CRICKETS AND SADDLES SEAL cn 1 I F- x w EXISTING 2 t IN EXTERIOR WALL. LL m ( z v�z w1 t g— 1 1 N zv I w ca0� ----y 266' E_EC. =I U- N o C� ROOF RA FTE ¢ 0�-- -y o F RAFTERS I �ED A/��,� - NEW 112 GYPSUM BOARD. o �, BEDROOM M w _ I A CRICKET OR SADDLE SHALL BE INSTALLED ON THE RIDGE SIDE OF ANY S N.K. T / ON WALLS AND CEILING rn I z ELEC. C M. to( c" I I I c�o ?N 1 1 (a S.D. D T. J o 10'-0"VAULTED CEILING I I I z>- w = 1 I I CHIMNEY OR PENETRATION MORE THAN 30 INCHES(762 MM)WIDE AS �\ Jc`�. Fyn - PROVIDE AIR-SEALING& x'o ELEC. C.M. W'W i i w w z o w MEASURED PERPENDICULAR TO THE SLOPE.CRICKET OR SADDLE DET. _J o PROVIDE R-15 INSULATION I 1� � o z Q-&FIRE-CAULKING AS REQ o S.D. - >I_ - IOR WALL. _ 1 1 z "'c" 1 1 COVERINGS SHALL BE SHEET METAL OR OF THE SAME MATERIAL AS THE 1 11 C.M. 31-5" -1 N,w NEW 1/2 IN RGY SUM BOARD. -�N I 1 1 w o N <¢ 1 1 J DEL 1 N v I I p m = 1 1 I ROOF COVERING. "✓y r = X 11-0 N PO DN -I z ON WALLS AND CEILING '� I i i u� � W N u=i i i I p _ w �, TO UNDATIO 1 I = a o O w 1 I v N 1 z x 1 - PROVIDE AIR-SEALING& I I I = w w c.) I I I EXCEPTION:UNIT SKYLIGHTS INSTALLED IN ACCORDANCE WITH SECTION q� 0:o , o - �O w ��, N z RIDGE &FIRE-CAULKING AS REQ I 1 1 n o x ¢ J I 1 I R308.6 AND FLASHED IN ACCORDANCE WITH THE MANUFACTURER'S F POST M(o z o I I U c� > 1 1 OF N'i _ J = � I 1 LL � I 1 I INSTRUCTIONS SHALL BE PERMITTED TO BE INSTALLED WITHOUT A CRICKET POST DN 2 2"X 10" N ¢11'-4" ao = cn 0° I I I J o z RIDGE Q i i I OR SADDLE. TO FOUNDATION ,kn ; ; N � F_ POST a' _ ( II � o � xll ELEC. co� w Z CV SIN W C.M. c" zl N r' "' ( 1 1 x 0 L~L 1 1 0) �1w I III LL' ¢ � II J Ct OO U- 2"x 10"@ 16"oc 2068 I I I I M ¢ c� 11 I T M c=n �EILING JOISTS W I TO FOUNDATION I 1 1 cn oN I I 11 N N I I 1 = LL 1 1 1 N N fh :cw flw 1 ( 2x10 @16 oc RR I 1 N Z w z I 1 2'x10 @16 oc RR I IN e0 Jw W.I.C. 1 11w WU) � 11 � co w I o o I I SISTERED TO EXISTING 1 1 w w w p l 1 SISTERED TO EXISTING I N ao cm) J o MASTER �' I W zm cn w CD CD o N,w BEDROOM '� ----------- --I _ I I I w = L _ ---------> = o rnI� J w �; I IIJ > Q 11 x 10'-0"VAULTED CEILING w 01 1 N M i - PROVIDE R-15 INSULATION I EXISTING i i j N 1-It I 8 C4 N (o B\ B:, FTE t o ~ �RIOIOFIRAIFTERS B 1 w IN EXTERIOR WALL. z I I I x w 1 1 N � - NEW 1/2"GYPSUM BOARD. A 4 4 I 1 1 -v— 1 1 I 4 4 M w 1 ON WALLS AND CEILING M F- o I I 1 1 z - PROVIDE AIR-SEALING& MECH w 10-0 LT CL i z &FIRE-CAULKING AS REQ'D VENT. J_j_j in I w w � Q O Y a z � 1 2068 Iw 1? I ! i z RIDGE i i } O 2-2."X 10"HEADER 2-2 X HDR I 1 I POST I I p L - - - - - - - - - — — — — — — — z w o 3-3046 DH WINDOWS RIDGE P ST DN 3042 DH WINDOW 0- Z 0 z EGRESS TO FOU DATION SAFET GLASS a O _j L W 11'-4"4 10 0 2 0 p 8'-4" 11'-5" 7'-4' N in [ ATTIC INSULATION p M w m 27'-1" z J ROOF PLAN COMPRESSIBLE WEATHERSTRIPPING AT PERIMETER OF ENCLOSURE w 1/4"=1'-o" 6" RIGID INSULATION w z M FIRST FLOOR PLAN ATTIC FLOOR FRAMING z z o N 1/4"=1'-0" WQ J X W W - LL p o EXISTING EXTERIOR WALLS Z � p w �I NOTES: � NEW INSULATION & GYPSUM BRD 5.INTERIOR WALL COVERINGS SHALL BE INSTALLED IN ACCORDANCE 0 ¢I d 1. MECHANICAL SYSTEM SHALL BE INSTALLED IN ACCORDANCE Z Z NEW CONSTRUCTION WALLS WITH CHAPTERS 13-23 OF THE RESIDENTIAL CODE OF NEW YORK WITH SECTION R702.3 AND EXTERIOR WALL COVERINGS SHALL BE STATE. INSTALLED IN ACCORDANCE WITH SECTION R703.4 ° F- 0 fn ____ SMOKE&CARBON MONOXIDE DETECTORS: 2.ELECTRICAL SYSTEM SHALL BE INSTALLED IN ACCORDANCE 6.INSULATION SHALL HAVE A FLAME-SPREAD INDEX OF NOT GREATER THAN 0 _I a- W ______ TO BE REMOVED WITH CHAPTERS 34-43 OF THE RESIDENTIAL CODE OF NEW YORK 25 WITH A SMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450 IN SITE BUILT ATTIC ENCLOSURE m > 0 PROVIDE SMOKE DETECTORS INSTALLED AS PER SEC.R314 Q ------- STATE. ACCORDANCE WITH SECTION R302.10 -MECHANICALLY SECURED v a Y w Z N PROVIDE CARBON MONOXIDE DETECTORS INSTALLED w U ' AS PER IFC 915 AND THE 2020 NEW YORK STATE UNIFORM CODE 3.PLUMBING SYSTEM SHALL BE INSTALLED IN ACCORDANCE 7.FIRE-PLACE'S AND CHIMNEYS SHALL BE CONSTRUCTED IN ACCORDANCE > = z = _ EXIST'G STRUCTURE TO REMAIN WITH CHAPTERS 25-33 OF THE RESIDENTIAL CODE OF NEWYORK WITH CHAPTER 10 OF THE RESIDENTIAL CODE OF NEW YORK STATE. MECHANICAL LATCH TO PRESSURE o W _j 0 w W �I N ALL DETECTORS TO BE HARDWIRED STATE. 8.CLOTHES DRYER MUST BE VENTED TO THE EXTERIOR IN ACCORDANCE ° 0 SEAL AT WEATHERSTRIPPING a v Q � o d' &INTERCONNECTED 4.EXTERIOR WINDOWS&GLASS DOORS SHALL BE INSTALLED IN WITH SECTION M1502 MANUFACTURED PULL DOWN STAIR DWG NO LEGEND ACCORDANCE WITH SECTION R609&ALL GLAZING SHALL COMPLY 9.IN ALL FRAMED WALLS,FLOORS AND ROOF/CEILINGS COMPRISING ELEMENTS WITH SECTION R308. OF THE BUILDING THERMAL ENVELOPE.A MOISTURE VAPOR RETARDER SHALL BE INSTALLED ON THE WARM-IN-WINTER SIDE OF THE INSULATION DETAIL ATTIC ACCESS DETAIL N.T.S. 10 2"x 12"RIDGE CONT RIDGE VENT 2"X 6"COLLAR TIES @ 32"O.C. INSTALLED IN UPPER 113 HEET 6 � 2"x 10"ROOF RAFTERS @ 16"oc 1/2"PLYWOOD SHEATHING DETAIL"C" i i #15 FELT 2"x 10"CEILING JOISTS @ 16"OC i ASPHALT SHINGLES L---- _J EX.RIDGE 2"x 10"CEILING JOISTS @ 16"OC ?"X 6"ROOF RAFTERS @ 16"OC ATT I C PROVIDE LSSU28 JOIST HANGER 112"PLYWOOD SHEATHING @ RIDGE TO EACH ROOF RAFTER #15 FELT - PROVIDE ELECTRIC HEAT PUMP IN ATTIC. SHEET 6 TYPICAL @ NEW CONSTRUCTION ASPHALT SHINGLES _ __ DETAIL"A"&"D" 1 1/4"x 20 GAUGE GALV. 2"x 8"CEILING JOISTS @ 16"O.C. R-38 INSULATION W/ STRAP TYPICAL.20"LONG 1/2"GYPSUM BOARD. 2-2'Sc 4"TOP PLATE EACH ROOF RAFTER R-30C INSULATION W/ R-30C INSULATION W/ i (4)8d NAILS 1/2"GYPSUM BOARD 1/2"GYPSUM BOARD PROVIDE BAFFELS PROVIDE BAFFELS i 12"OVERHANG EACH END 2"x 4"STUDS 16"oc '-- ---J 3"CONT.SOFFIT VENT EA.ROOF RAFTER V2"CDX PLYWOOD SHEATHING LIVING ROOM R-15 INSULATION W/ 2"x 4"STUDS 16"oc R-3 RIGID INSULATION q 1/2' GYPSUM BOARD. 12 VAPOR BARRIER 10'-0"VAULTED CEILING 1/2"CDX PLYWOOD SHEATHING ° SIDING AS SELECTED BY OWNER KITCHEN R-3 RIGID INSULATION ROOF RAFTERS(SEE PLAN) VARIES ° ° VAPOR BARRIER R-15 INSULATION W/ 10'-0"VAULTED CEILING SIDING AS SELECTED BY OWNER 1/2"EXTERIOR GRADE PLYWOOD SHEATHING #15 FELT 1l2"GYPSUM BOARD. EX.8"x 8"POST 3/4"SUB FLOOR GLUED AND NAILED ASPHALT SHINGLES(AS SELECTED BY OWNER) W/DECO COL.ENCLOSURE 2"x 10"FLOOR JOISTS @ 16"OC PROVIDE NEW R-30 CLOSED CELL CEILING JOISTS(SEE PLAN) GRADE SPRAY FOAM INSULATION GRADE BATT INSULATION(SEE PLAN) EX.4"CONC.SLAB CRAWL SPACE CRAWL SPACE , - - EX.8"CONC.FOUNDATION WALL EX.8"CONC.FOUNDATION WALL ---- EX.8"x 16"CONC.FOOTING EX.8"x 16"CONC.FOOTING FASCIA i EX.4"CONC.SLAB 3"CONTINUOUS SOFFIT VENT % SIMPSON STRONG-TIE H2 % I , %@ 16"oc(EACH SIDE) 1 1 1 1 � SECTION VIEWcn A `% So % z 1/4"=1'-0" SHEET#4 ��` i SEAL ED ARCy N.K. TF� ij VINYL SIDING(AS SELECTED BY OWNER) R-3 RIGID INSULATION BOARD -� u l/ TYVEK BUILDING WRAP 1/2"EXTERIOR GRADE PLYWOOD SHEATHING 2"x 4"STUDS 16"oc q c o O 31/2"BATT INSULATION R=15.0 TF r 1/2"GYSUM BOARD ---- 0 F Nf------------- E� .` 2"X 6"COLLAR TIES @ 32"O.C. EXISTING RIDGE INSTALLED IN UPPER 1/3 -------- SHEET 6 NEW 2-13/4"X 91/2"LVL HEADER INSTALLED TO UNDERSIDE OF EXISTING RIDGE 1 v co 00 2"x 10"CEILING JOISTS @ 16"OC DE "C" PROVIDE RAFTER TIES FROM RAFTER TO NEW HEADERcli co i ICT N 00 EX.2"x 6"RR 16"0c L------J EX.2"x 6"RR 16"oc i 1/2"PLYWOOD SHEATHING 112"PLYWOOD SHEATHING i cto CD M cM #15 FELT #15 FELT ASPHALT SHINGLES ASPHALT SHINGLES 3/4"SUB FLOOR GLUED AND NAILED FLOOR JOISTS(SEE PLAN) SISTER NEW 2"X 10"ROOF RAFTER SISTER NEW 2"X 10"ROOF RAFTER 1 GATT INSULATION(SEE PLAN) TO EXISTING 2"X 6"ROOF RAFTER SHEET 6 TO EXISTING 2"X 6"ROOF RAFTER FROM WALL TO HEADER.PROVIDE FROM WALL TO HEADER.PROVIDE "SIMPSON"CMSTC16 COIL STRAP OR RAFTER TIE L R-38 INSULATION W/ --� R-DETAIL"A" "D" 1/2"GYPSUM BOARD 1 1/4"x 20 GAUGE GALV.STRAPPING, -- -- — 2-2"x 4"TOP PLATE 2-2"x 4"TOP PLATE STRAP EACH STUD 12"MIN.BEARING R-30C INSULATION W/ ,� 1 1 `�--------------------+� Z Y NEW 2-1 3/4 X 91/2 L FLUSH HEADER i i WRAP STRAP UNDER SILL @EACH STUD � � _Q p � 12"OVERHANG PR GYPSUM BOARD INSTALLED TO UNDERS E OF RA ER r ' PROVIDE BAFFELS 12"OVERHANG " I , p O 3 CONT.SOFFIT VENT 3"CONT.SOFFIT VENT O 2 4 SILL 1 2"x 4"STUDS 16"oc - I ' 0 z_ w p 1/2'CDX PLYWOOD SHEATHING MASTER BEDROOM o BATH 2"x 4"STUDS 16"oc 2"x 6"P.T.SILL j , < O Z ° w R-3 RIGID INSULATION 1/2' CDX PLYWOOD SHEATHING ANCHOR BOLTS REFER TO PLANS a Z Z VAPOR BARRIER 10-0 VAULTED CEILING 10-0 VAULTED CEILING ) 1 ; Q O J ui R-3 RIGID INSULATION FOR SIZE AND SPACING � 1 SIDING AS SELECTED BY OWNER R-15 INSULATION W/ R-15 INSULATION W/ SILL SEALER , Q Q p VAPOR BARRIER 1 1 i U 112"GYPSUM BOARD. LOAD BEARING WALL 1/2"GYPSUM BOARD. SIDING AS SELECTED BY OWNER TERMITE SHIELD 2 3/4"SUB FLOOR GLUED AND NAILED PROVIDE TWO ROWS i , cn OF SOLID BLOCKING 3/4"SUB FLOOR GLUED AND NAILED 04 Q N Q EX.4"x 4"FLOOR JOISTS @ 16"OC — — , i� ° ('� 'Tcr) w m EX.2"x 10"FLOOR JOISTS @ 16"OC u i EX.2 x 10"FLOOR JOISTS @ 16"OC GRADE °° i �L� . f�; Z i PROVIDE NEW CLOSED CELL SPRAY FOAM R-30 INSULATION THE EXTERIOR SURFACE OF ALL FOUNDATION WALLS BELOW GRADE j GRADE i i GRAD a (EXCEPT SLAB AREAS)SHALL BE DAMPROOFED WITH AN ELASTIC EXISTING NATURAL EARTH COAL TAR BASE,SELF PRIMING BITUMINOUS PLASTIC CEMENT. Q FLOOR TO REMAIN o 14"POURED CONCRETE Q W z 14"TRENCH CONC FTG i i �:, 14"TRENCH CONC FTG FOUNDATION WALL 1/2"EXPANSION JOINT Z C) O N U SHEET2 EXISTING co o J o " -------- ETAIL A � 4i I I—I I I I II I I I II I I I�I11- w � M CRAWLSPACE PROVIDE CRAWLSPACE VENTILATION AS PER NY BC 1202.4.1.1 I =1 I O O O a . Z C7 w II O a Q Z SECTION VIEW B J ° w o W Q F V wZ cI LO Q I-- o .�'. o W J O L) W ►w- cV c� 0-' i TYPICAL WALL SECTION a �' DWG NO 314"=11-0" d 5 10 NOTE : PROVIDE ICE BARRIERS AS PER SEC.R905.1.2 AND SHALL CONSIST OF A MINIMUM OF TWO LAYERS OF UNDERLAYMENT CEMENTED TOGETHER OR A SELF- ADHERING POLYMER-MODIFIED BITUMEN SHEET IN PLACE OF NORMAL UNDERLAYMENT AND SHALL EXTEND A MINIMUM OF 24"INSIDE THE EXTERIOR WALL LINE. CHIMNEYS SHALL COMPLY WITH THE REQUIREMENTS OF UL 127 AND SHALL BE INSTALLED AND TERMINATED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AS PER SEC.R1005 CONT RIDGE VENT CONT RIDGE VENT CONT RIDGE VENT NAI SHINGLES MNUMO SP 0LIE] �aA N SIDING SIDIN A BIN GRADE ®VENT ®VENT ®VENT ®VENT G DE GRADE ®VENT ENT ® VENT GRADE I I I I 1 I I I I IX.CONC.FOUNDATION WALL t I I I I I I I o I NEW 8 CONC FOUNDATION - I I - NEW 14"TRENCH FOOTING 36"BELOW GRADE i I NEW 14"TRENCH FOOTING 36"BELOW GRADE I I I --- -----------� F IX.CONC.FOOTING ---------------------------J ---8"X 16"CONC FOOTING I I IX.CONC.FOUNDATION WALL IX.CONC.FOUNDATION WALL Lr---------------------------I---------------------------------------- ----- ---------------------------------------------------------------------- 1 I I t I I t I �-------- 1------------------ ---------------------� r T IX.CONC.FOOTING T IX.CONC.FOOTING I L---------t--------------------I----------------------� Z FRONT ELEVATION RIGHT SIDE ELEVATION oLn W 1/4"=1'-0" 1/4"=1'-0" SEAL D A Rey N.K. TFy cp a yo F 0 F NEB 0 co CM ti CONT RIDGE VENT CONT RIDGE VENT CONT RIDGE VENT N a°Oo M cM Cfl CO nur rrALT 14 A _ LIL0 O 0 cr_ Q Zz ¢ � FTI ® ® d Z O Z � � Q 0 O HARDIBOARD N U) } fn Q J. SIDING 'T CLo V Q V M W V­ M RDIBOAR Z tDIN _! jp NEW B11 CO w DOOR CO tI ®VENT II VENT® 1 II II II II II ®VENT II II GRADE GRADE II II II II II I I II GRADE Z V mGRAD Z 0 CV q i NEW 14"TRENCH FOOTING 36"BELOW GRADE t I I I I I I I I t 1 I I NEW 8"CiONC.FOUNDATION WALL I co C) J I I I I I I I I I t l I I I I 1 I I I I I NEW 8"CONC.FOUNDATION WALL I t I NEW 8"CONC.FOUNDATION WALL I I I t I I I -' EX.CONC.FOUNDATION WALL NE -`x; Zc01SC.FOOfiFN�--LI X � a --------------------------------------------I I I I I I I I I I I I I I ----------------I W W 1 I I I I I I I I I I 1 1 I I I I I I I I I I I II II II II I r I U- 0 - O -j ------J-1 ---------- ------------------- ----------- - - LJ------------------L---------- 1 O Qrj --------------------------------------------- F O -------------IX.CONC.FOOTING x . .FTNG NEW 8" FOOTING ------------------- ------------------1----- — L--------------------------- - ---------t 1 L--------------------------------------L--J------------------L�---------I----� Z W II Z � Q � � U REAR ELEVATION LEFT SIDE ELEVATION < o 1/4"=V-0" 1/4"=1'-0" ..I LJL. W w co U wZ N o i Lo W a. � 0 c=i W �- CV DWG NO d 6 10 APPENDIX J ANALYSIS - ALTERATION LEVEL 1 , 2 , a ADDITIONS ROOF m �iJ n"L I I I I I I Table P3201.7 ' 4"STACK i I I ALL WORN; SHALL COMPLY WITH SEC. AJ101, AJ102, AJ103, AJ104 AND AJ105 OF OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE SIZE OF TRAPS FOR PLUMBING FIXTURES j I I I I I SEC. AJ102.1: EXISTING BUILDINGS - LEGAL OCCUPANCY VERIFIED. i i 2"0 VENT 2"0 VENT 2"0 VENT SEC. AJ102.1.1: ADDITIONS, ALTERATIONS AND REPAIRS - PROPOSED WORK SHALL NOT CAUSE EXISTING STRUCTURE TO BECOME UNSAFE. PLUMBING FIXTURE TRAP SIZE 2"0k/ENT 2"0WENT f------ - T---------- �,(MIN. IN. ) r------ ------I _____, F_____ _____� � 1 1/2" OR AFFECT PERFORMANCE OF THE BUILDING. � I I I SEC. AJ102.3: NON-CONFORMING FEATURES - WORK SHALL NOT CAUSE EXISTING SRUCTURE TO BE IN VIOLATION WITH ANY OF THE s BATHTUB howerhead t I h or without and/or 1 1/2 I I I I I WASHER KfTCHEN DISH WASHER PROVISIONS OF THIS CODE. whirlpool attachments tnv rav W.C. W.C. vv Bidet 1 1/4 r SEC. AJ102.2: REQUIREMENTS BY CATEGORY OF WORK - ALTERATION TO CONFORM WITH THE REQUIREMENTS OF SEC. 2" 2" JIUB R.TUB 2" L_r__ AJ501 AND THE REQUIREMENTS FOR RENOVATIONS. Clothes with standpipe 2 F.A.I. SEC. AJ104.1.1: ENERGY EFFICIENCY; ADDITIONS, ALTERATION$ AND REPAIRS - PROPOSED WORK SHALL NOT CREATE AN UNSAFE OR Dishwasher(on separate trap) 1 1/2 1ST FLOOR 2„ 2" 2" 2" HAZARDOUS CONDITION OR OVERLOAD EXISTING BUILDING SYSTEMS. Floor drain 2 SEC. AJ104.1.2: CHANGE IN OCCUPANCY OR USE - NO CHANGE IN OCCUPANCY OR USE. Kitchen sink(one or two SEC. AJ104.1.3: CHANGE IN SPACE CONDITIONING - NO CHANGE IN SPACE CONDITIONING. traps, with or without dishwasher and food waste 1 1/2 SEC. AJ105.1: PRELIMINARY MEETING - AS PER CODE ENFORCEMENT OFFICIAL. disposer) SEC. AJ106.1: BUILDING EVALUATION - AS PER CODE ENFORCEMENT OFFICIAL. Laundry tub 1 1/2 CRAWLSPACE SEC. AJ301.2: WORK AREA - IDENTIFIED ON PLANS. one or more compartments) Lavatory 1 1/4 SEC. AJ302: REPAIRS - NOT APPLICABLE. Shower(based on the totai TO APPROVED SANITARY SEC. AJ303: ALTERATION LEVEL 1 - SHALL COMPLY WITH PROVISIONS OF THIS SECTION. flow rate through SEPTIC SYSTEM. showerheads and bodysprays) C.O. SEC. AJ304: ALTERATION LEVEL 2 - APPLICABLE. Flow rate: 4"0 C.I. SEC. AJ304.2: APPLICATION - WORK SHALL COMPLY WITH SECTION AJ5 AND SECTION AJ6. 5.7gpm and less 1 1/2 4"C.I. House Trap In more than 5.7gpm up to 12.3gpm 2 Pit W/Stl Cover SEC. AJ305: CHANGE OF OCCUPANCY - NOT APPLICABLE. more than 12.3gpm up to 25.8gpm 3 WATER SUPPLY&DISTRIBUTION NOTE: DRAIN,WASTE&VENT NOTE: SEC. AJ306: ADDITIONS - APPLICABLE. more than 25.8gpm up to 55.6gpm 4 1.SERVICE FOR NEW BATHROOM'S WILL BE TAKEN MATERIALS FOR DRAIN,WASTE&VENT SHALL FROM THE EXISTING WATER SERVICE. COMPLY WITH TABLE P3002.1 DRAIN,WASTE& SEC. AJ307: HISTORIC BUILDINGS - NOT APPLICABLE.. PLUMBING TABLE P3111.3 SIZE OF COMBINATION WASTE& SEC. AJ308: RELOCATED BUILDINGS - NOT APPLICABLE. 1.ALL WASTE AND VENT PIPING ABOVE GRADE SHALL BE PVC SCHEDULE 40 DWV. 2.WATER YDISTRIBUTION WITH B R.C.O.N.Y.S. PIPING&FITTING SHALL VENT PIPE. COMPLY WITH R.C.O.N.Y.S.TABLE P2904.5 WATER SEC. AJ309: REPLACEMENT - NOT APPLICABLE. 2.ALL WASTE PIPING BELOW GRADE SHALL BE STANDARD WEIGHT CAST IRON.. DISTRIBUTION,FOR MATERIALS&TABLE P2904.6 3.ALL HOT AND COLD WATER SUPPLY PIPING SHALL BE TYPE L COPPER TUBING, PIPE FITTINGS,FOR MATERIALS. ALL SOLDER SHALL BE LEAD FREE. SEC. AJ 5: ALTERATIONS LEVEL 1 4.ALL SUPPLY PIPING SHALL BE INSULATED WITH 1/2"INSULATION. 5.ALL FIXTURES SHALL BE AS SELECTED BY OWNER. PLUMBING RISER�+E p DIAGRAM SEC. AJ502.1: INTERIOR FINISHES - ALL NEWLY INSTALLED FINISHES COMPLY WITH THE FLAME SPREAD AND SMOKE DENSITY 6.ALL WORK SHALL CONFORM TO REQUIREMENTS OF THE HEALTH DEPT., R S R REQUIREMENTS OF CHAPTER 3 OF THIS CODE. STATE BUILDING AND ENERGY CODE. SEC. AJ502.2: MATERIALS AND METHODS - ALL NEW MATERILAS AND METHODS SHALL COMPLY WITH THE REQUIREMENTS OF THIS CODE. Sec.P3103.1-Roof Extensions SEC. AJ502.3: REPLACEMENT DOOR AND WINDOW DIMENSIONS - NOT APPLICABLE. Open vent pipes that extend through a roof shall be terminated not less than 6 inches above the anticipated SEC. AJ502.4: REROOFING - WORK SHALL COMPLY WITH THE PROVISIONS OF CHAPTER 9. snow accumulation,whichever is greater.Where a roof is to be used for an assembly,as a promenade, SEC. AJ502.4.2: STRUCTURAL AND CONSTRUCTION LOADS - STRUCTURAL ROOF COMPONENTS CAPABLE OF SUPPORTING ROOF COVERIG SYSTEM. observation hero or sunbathing deck or simple purposes,open vent pipes shall terminate not less than Z 7'-0"above the roof. Z SEC. AJ502.4.3: RECOVERING VRS Sec.P3103.2-Frost Closure REPLACEMENT - EXISTING ROOF CCOVERINGS TO BE REMOVED ENTIRELY BEFORE NEW ROOF COVERINGS ARE ° Ln INSTALLED. Where 95%value for outside design temperature is 0 degrees F or less,vent extension through a roof or W SEC. AJ502.4.6: FLASHING - ALL FLASHING TO BE INSTALLED WITH APPROVED MANUFACTURER'S INSTALLATION INSTRUCTIONS. ALL METAL wall shall be no less than 3 inches in diameter.Any icrease in the size of the vent shall be made not FLASHING TO WHICH BITUMINOUS MATERIALS ARE APPLIED TO BE ADHERED SHALL BE PRIMED PRIOR TO INSTALLATION. less than 1 foot inside the thermal envelope of the building. SEAL SEC. AJ5013.1: MEANS OF EGRESS, GENERAL: SHALL COMPLY WITH SEC 702 OF THE 2015 IPMC. ED ARC SEC. AJ504.1: FIRE AND LIFE-PROTECTION - GENERAL-LEVEL OF FIRE PROTECTION MAINTAINED. �S �N.K. TFy SEC. AJ504.2: SMOKE ALARMS - SMOKE ALARMS PROVIDED. ss SEC. AJ504.3: CARBON MONOXIDE ALARMS - CARBON MONOXIDE ALARMS PROVIDED. . � ) ,,, `�. o 4" SEC. AJ505.3: REROOFING STRUCTURAL AND CONSTRUCTION LOADS - STRUCTURAL COMPONENTS ADEQUATELY PROVIDED. SEC. AJ506.1: MECHANICAL - TO COMPLY WITH CHAPTER 12 THROUGH CHAPTER 24 A Q'_ SEC. AJ5017: PLUMBING - TO COMPLY WITH CHAPTER 25 THROUGH CHAPTER 33 SEC. AJ5018: ELECTRICAL - TO COMPLY WITH CHAPTER E33 THROUGH CHAPTER E42. D F OF NE DRAFTSTOPPING AND FIREBLOCKING SEC. AJ6: ALTERATIONS LEVEL 2 R502.12 DRAFTSTOPPING REQUIRED SEC. AJ601.4: NONCONFORMITIE$ - WORK DOES NOT INCREASE THE EXTENT OF NONCOMPLIANCE. 00 DRAFTSTOPPING SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R302.12. R302.11.1 FIREBLOCKING MATERIALS c i r SEC. AJ601.5: FLOOD HARZARD AREAS - NOT APPLICABLE. Cq 00 00 SEC. AJ602.1: SEPARATION REQUIRED - NOT APPLICABLE. R302.12 DRAFTSTOPPING EXCEPT AS PROVIDED IN SECTION R302.11,ITEM 4,FIREBLOCKING SHALL CONSIST OF THE FOLLOWING MATERIALS. N 09 TWO-INCH(S1 MM)NOMINAL LUMBER. SEC. AJ602.2: WALL AND CEILING FINISH - COMPLIES WITH SEC R315. IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A TWO THICKNESSES OF I-INCH(25.4 MM)NOMINAL LUMBER WITH BROKEN LAP JOINTS. C° m SEC. AJ602.3: GUARDS -NOT APPLICABLE. FLOOR-CEILING ASSEMBLY,DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED ONE THICKNESS OF 23/32-INCH(18.3 MM)WOOD STRUCTURAL PANELS WITH JOINTS BACKED BY 23/32-INCH(18.3 MM)WOOD SEC. AJ603.2: EXIT DOORS -COMPLIES WITH SEC R311.4. 1,000 SQUARE FEET(92.9 M2).DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS.WHERE STRUCTURAL PANELS. THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW,DRAFTSTOPPING SHALL BE ONE THICKNESS OF 3/4-INCH(19.1 MM)PARTICLEBOARD WITH JOINTS BACKED BY 3/4-INCH(19.1 MM)PARTICLEBOARD. SEC. AJ603.3: HANDRAILS -COMPLIES WITH SEC R311.7.8 PROVIDED IN FLOOR-CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: ONE-HALF-INCH(12.7 MM)GYPSUM BOARD. SEC. AJ604.1: SMOKE ALARMS - SMOKE ALARMS PROVIDED. CEILING IS SUSPENDED UNDER THE FLOOR FRAMING. ONE-QUARTER-INCH(6.4 MM)CEMENT-BASED MILLBOARD. SEC. AJ604.1: CARBON MONOXIDE ALARMS - CARBON MONOXIDE ALARMS PROVIDED. FLOOR FRAMING IS CONSTRUCTED OF TRUSS-TYPE OPEN-WEB OR PERFORATED MEMBERS. BATTS OR BLANKETS OF MINERAL WOOL OR GLASS FIBER OR OTHER APPROVED MATERIALS INSTALLED IN SUCH A MANNER AS TO BE SECURELY RETAINED IN PLACE. SEC. AJ604.3: AUTOMATIC SPRINKLER SYSTEMS - NOT APPLICABLE. CELLULOSE INSULATION INSTALLED AS TESTED IN ACCORDANCE WITH ASTM E119 OR UL 263,FOR THE SPECIFIC APPLICATION. 0 p `� SEC. AJ605.1: STRUCTURAL - GENERAL - NO DANGEROUS CONDITION CREATED. R302.12.1 MATERIALS 00 W SEC. AJ605.2: INCREASED LOADS -ADDITIONAL LOADS SHALL COMPLY } DRAFTSTOPPING MATERIALS SHALL BE NOT LESS THAN 1/2-INCH(12.7 MM)GYPSUM BOARD,3/8-INCH(9.5 MM)WOOD STRUCTURAL R302.11.1.1 BATTS OR BLANKETS OF MINERAL OR GLASS FIBER O SEC. AJ605.3: REDUCTION OF STRENGTH -NO (REDUCTION IN STRENGTH OR STRUCTURAL STABILITY OF BUILDING. PANELS OR OTHER APPROVED MATERIALS ADEQUATELY SUPPORTED.DRAFTSTOPPING SHALL BE INSTALLED PARALLEL TO THE Q Z z a FLOOR FRAMING MEMBERS UNLESS OTHERWISE APPROVED BY THE BUILDING OFFICIAL.THE INTEGRITY OF THE DRAFTSTOPS SHALL BATTS OR BLANKETS OF MINERAL OR GLASS FIBER OR OTHER APPROVED NONRIGID MATERIALS SHALL BE PERMITTED FOR O O W SEC. AJ605.4: NEW STRUCTURAL MEMBERS -NEW STRUCTURAL MEMBERS COMPLY TO THIS CODE. BE MAINTAINED. COMPLIANCE WITH THE 10-FOOT(3048 MM)HORIZONTAL FIREBLOCKING IN WALLS CONSTRUCTED USING PARALLEL ROWS OF STUDS d Z W Z SEC. AJ606.1: MECHANICAL - TO COMPLY WITH CHAPTER 12 THROUGH CHAPTER 24 OR STAGGERED STUDS. W W _j W SEC. AJ607.1: PLUMBING - TO COMPLY WITH CHAPTER 25 THROUGH CHAPTER 33 R502.13 FIREBLOCKING REQUIRED R302.11.1.2 UNFACED FIBERGLASS 0 � 0 o SEC. AJ608.1: ELECTRICAL - GENERAL -WORK COMPLIES WITH CHAPTER 34 THROUGH 43. o U) ti FIREBLOCKING SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R302.11. UNFACED FIBERGLASS BATT INSULATION USED AS FIREBLOCKING SHALL FILL THE ENTIRE CROSS SECTION OF THE WALL CAVITY TO (D M w � m SEC. AJ608.2: INCREASED LOADS -ADDITIONAL LOADS SHALL COMPLY A HEIGHT OF NOT LESS THAN 16INCHES(406 MM)MEASURED VERTICALLY.WHERE PIPING,CONDUIT OR SIMILAR OBSTRUCTIONS Z SEC. AJ608.3: ELECTRICAL SERVICE -EXISTING COMPLIES. R302.11 FIREBLOCKING ARE ENCOUNTERED,THE INSULATION SHALL BE PACKED TIGHTLY AROUND THE OBSTRUCTION. SEC. AJ608.4: GROUND FAULT AND ARD FAULT CIRCUIT INTERRUPTER PROTECTION - COMPLIES AS PER SEC E3802. SEC. AJ608.5: ADDITIONAL ELECTRICAL REQUIREMENTS -TO COMPLY WITH CHAPTER 34 THROUGH CHAPTER 43 IN COMBUSTIBLE CONSTRUCTION,FIREBLOCKING SHALL BE PROVIDED TO CUT OFF BOTH VERTICAL AND HORIZONTAL CONCEALED R302.11.1.3 LOOSE-FILL INSULATION MATERIAL W DRAFT OPENINGS AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES,AND BETWEEN A TOP STORY AND THE ROOF SPACE. LOOSE-FILL INSULATION MATERIAL SHALL NOT BE USED AS A FIREBLOCK UNLESS SPECIFICALLY TESTED IN THE FORM AND d cM MANNER INTENDED FOR USE TO DEMONSTRATE ITS ABILITY TO REMAIN IN PLACE AND TO RETARD THE SPREAD OF FIRE AND HOT W Z r- FIREBLOCKING SHALL BE PROVIDED IN WOOD-FRAMED CONSTRUCTION IN THE FOLLOWING LOCATIONS: GASES. Z_ U o N SEC. ,AJ 8: ADDITIONS IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS,INCLUDING FURRED SPACES AND PARALLEL ROWS OF STUDS OR J STAGGERED STUDS,AS FOLLOWS: R302.11.2 FIREBLOCKING INTEGRITY W W J VERTICALLY AT THE CEILING AND FLOOR LEVELS. W IZ SEC. AJ802: FIRE AND LIFE-PROTECTION - GENERAL-LEVEL OF FIRE PROTECTION MAINTAINED. W HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET(3048 MM). THE INTEGRITY OF FIREBLOCKS SHALL BE MAINTAINED. SEC. AJ801.3: NONCONFORMITIES - WORK DOES NOT INCREASE THE EXTENT OF NONCOMPLIANCE. AT INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS,DROP CEILINGS - AND COVE CEILINGS. U_ 0 SEC. AJ802.1: SMOKE ALARMS - SMOKE ALARMS PROVIDED IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN.ENCLOSED SPACES UNDER STAIRS SEC. AJ802.2: CARBON MONOXIDE ALARMS - CARBON MONOXIDE ALARMS PROVIDED. SHALL COMPLY WITH SECTIONR302.7, z w SEC. AJ803.1: STRUCTURAL - ADDITIONAL LOADS SHALL COMPLY AT OPENINGS AROUND VENTS,PIPES„DUCTS,CABLES AND WIRES AT CEILING AND FLOOR LEVEL,WITH AN APPROVED MATERIAL TO Z Z <I RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION.THE MATERIAL FILLING THIS ANNULAR SPACE SHALL NOT (D SEC. AJ804.1: MECHANICAL - TO COMPLY WITH CHAPTER 12 THROUGH CHAPTER 24 BE REQUIRED TO MEET THE ASTME 136REQUIREMENTS. < p SEC. AJ805: PLUMBING - TO COMPLY WITH CHAPTER 25 THROUGH CHAPTER 33 FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES,SEE SECTION R1003.19. J M W SEC. AJ806: ELECTRICAL - TO COMPLY WITH CHAPTER 34 THROUGH CHAPTER 43 FIREBLOCKING OF CORNICES OF A TWO-FAMILY DWELLING IS REQUIRED AT THE LINE OF DWELLING UNIT SEPARATION. w Q U � Z N LO 0 W J O W A N o_ ¢ I- of d. DWG NO d 7 ------- 1/0 ICE SHIELD: ALCOA RIDGE VENT.INSTALL 2 LAYERS OF UNDERLAYME:NTS CEMENTED AS PER MANUFACTURES SPECS. TOGETHER OR SELF-ADHERING POLYMER MODIFIED BITUMEN SHEET. i ROOF SHINGLES I 1' AIR SPACE ROOF SHINGLE I #15 FELT PAPER 1"x 2"BLOCKING. . 1 1/4"x 20 GAUGE GALV. I 1/2"CDX PLYWOOD PLYWOOD SHEATHING. STRAP(TYP.)WITH(6)8d COMMON NAILS IN EACH END OF STRAP. #15 FELT PAPER 1 1/4"x 20 GAUGE GALV. STRAP(TYP.)WITH(6)8d COMMON NAILS IN EACH I END OF STRAP. i SIMPSON 24 MIN. H 2.5A CLIP ALL FASTENERS SHALL BE INSTALLED WITH STRICT ACCORDANCE W/MANUFACTURER SPECIFICATIONS RIDGE BEAM. CATHEDRAL CLG. PRE-CRIMPED PRE-CRIMPED ALL FASTENERS SHALL BE INSTALLED WITH STRICT NOTE:HURRICANE CLIPS TO BE END. END. ACCORDANCE W/MANUFACTURER SPECIFICATIONS 1 1/4"x 20 GAUGE GALV. ALL FASTENERS SHALL BE INSTALLED WITH STRICT ADDED TO ROOF RAFTER WHEN STRAP(TYP.)WITH(4)8d ACCORDANCE W/MANUFACTURER SPECIFICATIONS CATHEDRAL CEILINGS CONDITION ALL FASTENERS SHALL BE INSTALLED WITH STRICT VALLEY FLASHING COMMON NAILS IN EACH EXISTS END OF STRAP. ACCORDANCE W/MANUFACTURER SPECIFICATIONS LSSU "SKEWABLE"CONNECTOR . �� �� „ �� DETAIL "A" BY SIMPSON OR APPROVED EQUAL DETAIL "B" DETAIL C D DETAIL ICE SHIELD&'UPLIFT CONNECTION N.T.S. VALLEY FLASHING N.T.S. RIDGE STRAP&VENT N.T.S. HURRICANE CLIP N.T.S. R.905.1.2 R.802.3 R.802.3.1 R.802.3.1 R.802.3.1 R.802.5.1(9) R.802.5.1(9) 12 PORCH COL. TO HDR. @ PORCH/RAFTER/GIRDER Q 5 R.R./C.J. TO DWELLING ROOF CONNECTION CONNECTION DETAIL ,1 TECO'S 2 2"x6"R.R.@ 16"O.C. "x6"R.R.@ 16"O.C. 3-10d COMMON 1/2°LAG.BOLT SI SON @ 24"O.C. I ST PPING @ 16" 7-4-Cl @ 16"O.C. FILLER TRIP 6-8d COMMION SIMPSON IDE 2-2"x10"HEADER EA 1/2"LAG.BOLT DECORATIVE MOLDING COV. @ 24"O.C. PORCH TECO'S z O 2"x6"DECKING DECORATIVE MOLDING 4"x 4"POST ANCHORED IN > SEE DECK LATERAL ATTACHMENT— 2"W'DECKING DETAIL ON SHEET#12 2"x 6"FLOOR JTS @ 16"O.C. AND 4''6"ABOV GRADE FTG.BELOWGRADE w 6-8d COMMION II 6-8d COMMION SEAL 1/2°LAG.BOLT FILLER STRIP 3-10d COMMON d'd AB POST BASE BY SIMPSON pK TRcyi @ 24"O.C. ' TECO'S d � ` Fy l GRADE 5/8"ANCHOR BOLT FLJ TO DWELLING @ 4'O.C.(TWO STORY HOUSE) PORCH COL'S TO HDR. PORCH DETAIL ✓r / CONNECTOR POST W/CONC. CONNECTION "A DETAIL "M" 0 F N�\�1 PORCH CONNECTION DETAILS N.T.S. �t ap ao v— c) C? 1 l� 19T CC) CV o0 m M CO CO z Y F_— O 0 w o Q Kw Q w aZ 0z r0 wY < J W 02 < O C) 1 c%jU) ti � Q CV Q (� cM w z_ J >J O co w m z U o N w U 0 J X W LL p o O W -' O O Q F- Z z 0 (9 U) Q O c) J a- w m 0 � Y w w Q z U Z CV l U') O W w O v W � N DWG NO e 8 10 THE 2020 NEW YORK STATE ENERGY CONSERVATION CODE INSTALL 1"RIGID INSULATION CUT TO FIT BETWEEN THE RAFTERS. FOAM SEAL BOTH SIDES ALONG ,�' CONTINUOUS BEAD ENERGY CODE COMPLIANCE FOR EXISTING BUILDINGS MANDATORY REQUIREMENTS RAFTER WITH EXPANDING FOAM SEALANT. ' - OF SEALANT MALNTAIN EQUAL VENT SPACE �' VENTED AIRSPACE _ CHAPTER 5 REVIEW OF ENERGY CODE FOR EXISTING BUILDINGS. SEC. R401.3: CERTIFICATE -SEE CERTIFICATE ATTACHED TO BE POSTED AS CONSUMPTION - NOT APPLICABLE. FOP,LENGTH OF RIGID INSULATION OOF SEALANT S BEAD SEC.C501.1: SCOPE - ALTERATION COMPLIES WITH PROVISIONS OF SECTION PER CODE. SEC. R403.11: PORTABLE SPAS - NO PORTABLE SPAS ATTIC INSULATION C501. SEC. R402.4: AIR LEAKAGE -COMPLIES. SEC. R404.1: LIGHTING EQUIPMENT - MINIMUM 90%OF LIGHTING TO BE HIGH CONTINUOUS MINIMAL SEC.C501.4: COMPLIANCE - COMPLIES SEC. R402.5: MAXIMUM FENESTRATION U-FACTOR AND SHGC - EFFICACY LAMPS. CEILING GYPSUM BOARD EXPANDING FOAM AT 0.48 VERT. FENESTRATION) SEC. R404.1.1: FUEL GAS LIGHTING SHALL NOT HAVE CONTINUOUSLY INSTALL 1"RIGID - AS AIR BARRIER WINDOW PERIMETER SEC.C501.5: REPLACEMENT MATERIALS - MATERIALS PERMITTED FOR NEW MAXIMUM FENESTRATION U-FACTOR, ---- ---- - CONTINUOUS BEAD CONSTRUCTION MAXIMUM FENESTRATION U-FACTOR, 0.75 (SKYLIGHTS) BURNING PILOT LIGHTS - CONNECTNSULATIALLYTo SGHC U-FACTOR 0.50 NO FUEL GAS LIGHTING EQUIPMENT. CONNECT INSULATING A SHEATING CO SEALANT TO BE USED. SEC. R403.1: HVAC CONTROLS - COMPLIES � CONTINUOUS BEAD TO RIGID INSULATION BAFFLE SEC.C502: ADDITIONS - APPLICABLE. SEC. R403.1.2: HEAT PUMP SUPPLEMENTARY HEAT - COMPLIES. FOAM SEAL BOTH JOINTS ji OF SEALANT SEC C502.1: GENERAL - COMPLIES SEC. R403.3.2: DUCT SEALING - N/A CONTINUOUS MINIMAL SEC C502.2.1: VERTICAL FENESTRATION - COMPLIES SEC. R403.3.3: DUCT TESTING - N/A EXPANDING FOAM AT WINDOW UNIT AS SEC.C502.2.2: SKY LIGHT AREA - NOT APPLICABLE. SEC. R403.3.5: BUILDING CAVITIES AS DUCTS AND PLENUMS - NO BUILDING CONTINUOUS BEAD OF SEALANT WINDOW PERIMETER AIR BARRIER SEC.C502.2.3: BUILDING MECHANICAL SYSTEMS - COMPLIES WITH SEC C403. FRAMING CAVITIES TO SEC.C502.2.4: SERVICE WATER-HEATING SYSTEMS - COMPLIES WITH SEC BE USED AS DUCTS OR PLENUMS. CONTINUOUS MINIMAL C404. SEC. R403.4: MECHANICAL SYSTEM PIPING INSULATION - R :3 MINIMUM 1 1/2"RIGID INSULATION WINDOW PERIMETER EXPANDING FOAM AT SEC.C502.2.6: LIGHTING POWER AND SYSTEMS - COMPLIES WITH SEC C405. INSULATION AROUND PIPING. r: SEC.C502.2.6.1: INTERIOR LIGHTING POWER - COMPLIES WITH SEC C405.3.2. SEC. R403.5.1: HEATED WATER CIRCULATION Et TEMPERATURE CONTINUOUS BEAD SEC.C502.2.6.2: EXTERIOR LIGHTING POWER - COMPLIES WITH SEC C405.4.2. MAINTENANCE SYSTEMS - EXTERIOR INSULATED WALL WINDOW UNIT AS OF SEALANT AUTOMATIC CONTROLS TEMPERATURE SENSORS AND PUMPS AIR BARRIER CONTINUOUS BEAD OF ADHESIVE SEC.C503: ALTERATIONS- APPLICABLE. TO BE ACCESSIBLE. MANUAL CONTROLS TO BE READILY ACCESSIBLE. CONTINUOUS MINIMAL CONTINUOUS BEAD SEC.C503.1: GENERAL- NEW CONSTRUCTION COMPLIES. SEC. R403.6: MECHANICAL VENTILATION - COMPLIES. VEXPANDING FOAM AT OF SEALANT SEC.C503.2: CHANGE IN SPACE C014DITIONING - NOT APPLICABLE SEC. R403.7: EQUIPMENT SIZING Et EFFICIENCY RATING - NEW EQUIPMENT WINDOW PERIMETER SEC.C503.3: BUILDING ENVELOPE ,. COMPLIES WITH SECTIONS C402.1 SHALL HAVE AN THROUGH C402.5 EFFICIENCY RATING EQUAL OR GREATER THAN THE MINIMUM DETAIL "A„ CONTINUOUS BEAD SEC.C503.3.1: ROOF REPLACEMENTS - COMPLIES. REQUIRED BY OF SEALANT SEC.C503.3.2: VERTICAL FENESTRATION - COMPLIES. FEDERAL LAW FOR THIS LOCATION. CONTINUOUS BEAD SEC.C503.3.3: SKY LIGHT AREA - NOT APPLICABLE. SEC. R403.8: SYSTEMS SERVING MULTIPLE DWELLING UNITS - N/A. OF ADHESIVE SEC.C503.4: HEATING AND COOLING SYSTEMS - COMPLIES. SEC. R403.9: SNOW MELT AND ICE SYSTEM CONTROLS - NO SNOW MELT CONTINUOUS BEAD 1 EXT. INSULATION SHEATING AS N.T.S OF SEALANT CONTINUOUSSI�SEALANT BEAD SEC.C503.4.1: ECONOMIZERS - NOT APPLICABLE. AND ICE SYSTEMS PROVIDED. ATTIC EAVE BAFFLE AND VENT O SEC.C503.5: SERVICE HOT WATER SYSTEMS - COMPLIES. SEC. R403.10: POOLS Et INGROUND PERMANENT SPA ENERGY CONTINUOUS SELL SEALER SEC.C503.6: LIGHTING SYSTEMS - COMPLIES. //�///� -FULL WIDTH OF MUDSILL TABLE R402.4.1 .1 AIR BARRIER AND INSULATION INSTALLATION FOUNDATION WALL AS �, AIR BARRIER CONTINUOUS BEAD CONCRETE SLAB AS OF SEALANT /��/�� AIR BARRIER COMPONENT AIR BARRIER CRITERIA COMPONENT AIR BARRIER CRITERIA VENTED AIRSPACE // a INSULATION INSTALLATION CRITERIA INSULATION INSTALLATION CRITERIA j j e ATTIC INSULATION A continuous air barrier shall be installed in Air-permeable insulation shall not be used as Batts in narrow cavities shall be cut to fit,or ��'� /�� '� '�7 ,7 '\ the building envelope. a sealing material. narrow cavities shall be filled by insulation Narrow cavities INSTALL 1"RIGID ROUGH CUT , The exterior thermal envelope contains a that on installation readily conforms to the __ - ---- ---- - General requirements continuous air barrier. available cavity space. AROUND VENTILATION CHUTE �' j -AIR SEAL PERIMETER WITH � Breaks or joints in the air barrier shall be I EXPANDING FOAM SEALANT sealed. Air sealing shall be provided between the Garage separation and conditioned aces. '' The air barrier in any dropped ceiling/soffit The insulation in any dropped ceiling/soffit garage spaces. AIR SEALING D ETA I L "B11 shall be aligned with the insulation and any shall be aligned with the air barrier. gaps in the air barrier shall be sealed. Recessed light fixtures installed in the building Recessed light fixtures installed in the building -- CONTINUOUS BEAD OF SEALANT Ceiling/attic Recessed lighting thermal envelope shall be sealed to the thermal envelope shall be air tight and IC N.T.S. Access openings,drop down stairs or knee drywall. rated. 1 1/2"RIGID INSULATION wall doors to unconditicned attic spaces shall be sealed. Batt insulation shall be cut neatly to fit EXTERIOR INSULATED WALL The junction of the foundation and sill plate Cavities within comers and headers of frame around wiring and plumbing in exterior walls, Plumbing and wiring or insulation that on installation readily shall be sealed. walls shall be insulated by completely filing ble ace shall extend EXTERIOR INSULATED WALL The junction of the top plate and the top of the cavity with a material having a thermal behind piping and conforms to available space Walls exterior walls shall be sealed. resistance of R-3 per inch minimum. Knee walls shall be sealed. Exterior thermal envelope insulation for framed The air barrier installed at exterior walls Exterior walls adjacent to showers and tubs C » » DETAIL walls shall be installed in substantial contact Shower/tub on exterior wall adjacent to showers and tubs shall separate shall be insulated. RIGID INSULATION SHEATHING "R-VALUE/THICKNESS PER CLIMATE and continuous alignment with the air barrier. them from the showers and tubs. (TAPE ALL JOINTS) 1" RIGID INSULATION AS ATTIC EAVE N.T.S The space between Widow/doorjambs and The air barrier shall be installed behind BAFFLE CUT AROUND MANUFACTURED VENT PORCH RAFTER N framing,and skylights and framing shall be Electrical)hone box on exterior walls electrical or communication boxes or Z Windows.skylights and doors P sealed. air-sealed boxes shall be installed. O0 WAC register boots that penetrate building W Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. HVAC register boots thermal envelope shall be sealed to the W 1 subfloor or drywall. 2X LEDGER ON TOP OF RIGID INSULATION The air barrier shall be installed at any Floor framing cavity insulation shall be SEAL exposed edge of insulalon. installed to maintain permanent contact with When required to be sealed,concealed fire framing cavil °nsulation shall permitted �S K. Tech decking,the sprinklers shall only be sealed in a manner C ATTIC INSULATION h' Floors(including above garage and 9 �' � that is recommended by the manufacturer. � � � cantilevered floors) to be in contact with the top side of Concealed sprinklers Caulking or other adhesive sealants shall not sheathing,or continuous insulation installed on be used to fill voids between fire sprinkler �y the underside of floor framing and extends cover plates and walls or ceilings. WOOD TRUSS FRAMING from the bottom to the top of all perimeter floor framing members. SHEATH INTERIOR OF ATTIC ACCESS TO '' ? +1"OF INSULATION LEVEL .I: f Q7 Exposed earth in an unuented crawl space Where provided instead of floor insulation, Duct shafts,utility penetrations,and fluey� Crawl space walls shall be covered with a Class I vapor retarder insulation shall be permanently attached to Shafts,penetrations shafts opening to exterior or unconditioned 1"RIGID INSULATION with overlapping joints aped. the crawlspace walls. space shall be sealed. 4F NE ACCESS PANEL DWACCESS PANEL TABLE R402.1.2 WRAITHERIIMEERSCREWSG INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT EIMASREQUIRDED FINISHED CEILING It CC) 00 e- M GLAZED WOOD FRAME BASEMENT SLAB d CRAVVLSPACE c s. R `' k " s Y °" ch � CLIMATE FENESTRATION SKYLIGHT b FENESTRATION CEILING WALL MASS WALL FLOOR WALL R-VALUE WALL .-..� J»"4.'. '"" DETAIL "D" DETAIL "E" It 00 ZONE U FACTOR b U FACTOR SHGC b,e R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE 8 DEPTH R-VALUE " - N 0O h AIR SEALING AT ATTIC HATCH//FINISH SCREWS N.T.S AIR SEALING AT PORCH ROOF AT 1" N.T.S C° to 4 0.32 0.55 0.40 49 200R13+5 8113 19 10/13 10.2FT 1on3 RIGID INSULATION SHEATING h 5 0.30 0.55 NR 49 20 OR 13+5 13/17 309 15/19 10.2 FT 15119 I I I 20+5h I g 6 OPTION 1 0.30 0.55 NR 49 OR h 15120 30 15119 10.4 FT 15/19 I 13+10 z 6 OPTION 2 0.28 0.55 NR 60 23 CAVITY 19/21 30' 15/19 10.4 FT 15/19 Y O Qo Y NR=Not Required. 0 } O For SI:1foot=304.8 mm. -�- PREFAB -� ATTIC INSULATION ❑ Z W p ' FIREPLACE UNIT Q Z Q W SITE BUILT ATTIC ENCLOSURE-MECHANICALLY SECURED p0 Z O A. R-VALUES ARE MINIMUMS.U-FACTORS AND SHGC ARE MAXIMUMS.WHERE INSULATION IS INSTALLED IN A CAVITY THAT IS LESS THAN THE LABEL OR DESIGN s } O THICKNESS OF THE INSULATION,THE INSTALLED R-VALUE OF THE INSULATION SHALL BE NOT LESS THAN THE R-VALUE SPECIFIED IN THE TABLE. a - RIGID INSULATION"R VALUEIDEPTH PER CLIMATE" Y - B. THE FENESTRATION U-FACTOR COLUMN EXCLUDES SKYLIGHTS.THE SHGC COLUMN APPLIES TO ALL GLAZED FENESTRATION. W UO Q Q O C. "10113"MEANS R-10 CONTINUOUS INSULATION ON THE INTERIOR OR EXTERIOR OF THE HOME OR R-13 CAVITY INSULATION ON THE INTERIOR OF THE BASEMENT INSULATED EXTERIOR 1:WALL."l 5/1 9"MEANS R-15 CONTINUOUS INSULATION ON THE INTERIOR OR EXTERIOR OF THE HOME OR R-19 CAVITY INSULATION AT THE INTERIOR OF THE STUD WALL >� C1 F- BASEMENT WALL.ALTERNATIVELY,COMPLIANCE WITH-15/1T SHALL BE R-13 CAVITY INSULATION ON THE INTERIOR OF THE BASEMENT WALL PLUS R-5 > N � i j CONTINUOUS INSULATION ON THE INTERIOR OR EXTERIOR OF THE HOME. y INSTALL INTERIOR (' 'IT W � m D. R-5 INSULATION SHALL BE PROVIDED UNDER THE FULL SLAB AREA OF A HEATED SLAB IN ADDITION TO THE REQUIRED SLAB EDGE INSULATION R-VALUE FOR SLABS. SHEATING PRIOR TO z AS INDICATED IN THE TABLE.THE SLAB EDGE INSULATION FOR HEATED SLABS SHALL NOT BE REQUIRED TO EXTEND BELOW THE SLAB. d INTALLATION OF PREFAB MECHANICAL LATCH TO J E. RESERVED. ; FIREPLACE UNIT F. RESERVED. ATTIC FLOOR FRAMING PRESSURE SEAL AT _! G. ALTERNATIVELY,INSULATION SUFFICIENT TO FILL THE FRAMING CAVIT(AND PROVIDING NOT LESS THAN AN R-VALUE OF R-19. WEATHERSTRIPPING >W H. THE FIRST VALUE IS CAVITY INSULATION,THE SECOND VALUE IS CONTINUOUS INSULATION.THEREFORE,AS AN EXAMPLE,"13+5"MEANS R-13 CAVITY INSULATION PLUS R-5 CONTINUOUS INSULATION. AIR SEALED WALL ❑ O coI. MASS WALLS SHALL BE IN ACCORDANCE V11TH SECTION R402.2.5.THE SECOND R VALUE APPLIES WHERE MORE THAN HALF OF THE INSULATION IS ON THE 0 W Z r- INTERIOR OF THE MASS WALL. 0 00 N.T.S. COMPRESSIBLE WEATHERSTRIPPING z Z -' N O AT PERIMETER OF ENCLOSURE I_ W MANUFACTURED RECESSED LIGHT ENCLOSURE CONTINUOUS BEAD OF SEALANT C/) ❑ TABLE R402.1.4 ATTIC INSULATION 0 MANUFACTURED PULL w Cn a- EQUIVALENT U-FACTOR%S' ATTIC TRUSS WOOD FRAME FLOOR ASSEMBLY O DOWN STAIR O O O CLIMATE FENESTRATION SKYLIGHT CEILING FRAME WALL MASS WALL FLOOR BASEMENT CRAWLSPACWALL WALL E Z W ZONE U-FACTOR U-FACTOR U-FACTOR U-FACTOR U-FACTORb U-FACTOR U ACTOR U-FACTOR - 0 z Z _J d 4 0.32 0.55 0.026 0.060 C.098 0.047 0.059 0.065 = d Q _� 5 0.30 0.55 0.026 0.060 C.082 0.033 0.050 0.055 _ DETAIL "H " I- O Cn - - - - - - J 11 W 6 0.30 0.55 0.026 0.045 C.060 7 0.033 0.050 0.055 = = AIR SEALING AT ATTIC PULL DOWN ATTIC STAIR N.T.S - � I- ❑ LO EXPNADING SEALANT AT PEIMETER U Q Y W Z CV A. NONFENESTRATION U-FACTORS SHALL BE OBTAINED FROM MEASUREMENT,CALCULATION OR AN APPROVED SOURCE. G' W = Z Z () HT r B. MASS WALLS SHALL BE IN ACCORDANCE WITH SECTION R402.2.5.WHERE MORE THAN HALF THE INSULATION IS ON THE DRYWALL CEILING 1: W Lf) INTERIOR,THE MASS WALL U-FACTORS SHALL NOT EXCEED 0.087 IN CLIMATE ZONE 4 EXCEPT MARINE,0.0651N CLIMATE RECESSED LIGHTING FIXTURE a U I_ ¢OI t V ZONE 5 AND MARINE 4,AND 0.057 IN CLIMATE ZONE 6. Q 4 C. IN WARM-HUMID LOCATIONS AS DEFINED BY FIGURE R301.1 AND TABLE R301.1,THE BASEMENT WALL U-FACTOR SHALL CONTINUOUS BEAD OF SEALANT NOT EXCEED 0.360. G NO DETAIL "F" DETAIL "G" 9 AIR SEALING AT RECESSED LIGHTING IN ATTIC N.T.S AIR SEALING AT PLATFORM FOR N.T.S MANUFACTURED FIREPLACE ASSEMBLY 10 BLOCKING ® ENDWALL TABLE R301.2.1.2 GENERAL FASTENING SCHEDULE WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS a,b,cd RESIDENTIAL CODE OF NEW YORK STATE RIDGE- PLATFORM FRAMING ONLY R3012.1.1 DESIGN CRITERIA. CONSTRUCTION IN REGIONS WHERE THE BASIC FIGURE R602.10.8(1) WIND SPEEDS FROM FIGURE R301.2(4)EQUAL OR EXCEED 130 MILES PER HOUR BRACED WALL PANEL CONNECTION WHEN PERPENDICULAR TO FLOOR/CEILING FRAMING (177.1 km/h)SHALL BE DESIGNED IN ACCORDANCE WITH ONE OF THE FOLLOWING. FASTENER SPACING (INCHES)a" FASTENER 4 FEET < 6 FEET < 1.PLANS HAVE BEEN DESIGNED IN ACCORDANCE WITH AMERICAN FORREST TYPE PANEL SPAN PANEL SPAN PANEL SPAN AND PAPER ASSOCIATION(AF7PA)-WOOD FRAME CONSTRUCTION ATTIC < 4 FEET < 6 FEET < 8 FEET MANUAL FOR ONE AND TWO FAMILY DWELLINGS(WFCM); No. 8 WOOD SCREW BASED CONTINUOUS RIM ADDITIONAL FRAMING FULL HEIGHT BLOCKING ANCHOR WITH 2-INCH 16 10 8 OR END JOIST MEMBER DIRECTLY ABOVE @ 16"O.C.ALONG BLOCKING 2 BAYS EMBEDMENT LENGTH BRACED WALL PANEL BRACED WALL PANEL BACK @ 4'-0-O.C. 8d @ 6"O.C.ALONG 8d @ 6"O.C.ALONG TOE NAIL 3-8d NAILS AT J No. 10 WOOD SCREW BASED BRACED WALL PANEL BRACED WALL PANEL EACH BLOCKING MEMBER Q ANCHOR WITH 2-INCH 16 12 9 EMBEDMENT LENGTH BRACED WALL PANEL BRACED WALL PANEL BRACED WALL PANEL SECOND FLOOR Z w Y4 -INCH LAG SCEW BASED 3-16d @ 16"O.C.ALONG 3-16d @ 16"O.C.ALONG 3-16d AT EACH 8° ANCHOR WITH 2-INCH 16 16 16 BRACED WALL PANEL BRACED WALL PANEL BLOCKING MEMBER BLOCKING 2 BAYS EMBEDMENT LENGTH 2-16d NAILS EACH SIDE BACK @ 4'-0"O.C. ®INTERIOR ZONE Eli CONTINUOUS RIM ADDITIONAL FRAMING a.This table is based on 180 mph wind speeds and a 33 foot mean roof height. OR END JOIST MEMBER DIRECTLY ABOVE @ 16"O.C.ALONG FULL HEIGHT BLOCKING ®PERIMETER ZONE b.Fasteners shall be installed at opposite ends of the wood structural panel. BRACED WALL PANEL BRACED WALL PANEL FIRST FLOOR c.Nails shall be 10d common or 12d box nails. NOTE: — GABLE WALL d.Where screws are attached to masonry or masonry/stucco,they shall be 1.FOR GABLE ROOFS 10"TO 45"PITCHES (EDGE ZONE) attached utilizing vibration-resistant anchors having a minimum ultimate withdrawal capacity of 490 pounds. FOR SI:1 INCH=25.4 MM 2.SEE FASTENING SCHEDULE A FOR NAILING BLOCKING 2 BAYS IN EA.ZONE BACK @4WO.C. a. CHAPTER 3 BUILDING PLANNING SECTION R301 DESIGN CRITERIA WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 316"AND A MAXIMUM SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE AND TWO STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER THE GLAZED OPENINGS WITH ATTACHMENT HARDWARE Table P3201.7 PROVIDED.ATTACHMENTS SHALL BE PROVIDE IN ACCORDANCE WITH TABLE R301.2.1.2 OR SHALL BE DESIGNED TO RESIST THE COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE SIZE OF TRAPS FOR PLUMBING FIXTURES WITH THE PROVISIONS OF THE 20151.R.C. VENTED ATTICS WITH AIR PERMEABLE INSULATION Sec. P3103.1 - Roof Extensions Open vent pipes that extend through a roof shall be terminated not less than 6 inches above the anticipated PLUMBING FIXTURE TRAP SIZE INCLUDE BAFFLE ADJACENT TO SOFFIT AND SAVE snow accumulation, whichever is greater. Where a roof is to be used for an assembly, as a promenade, (MIN. IN. ) VENTS THAT EXTENDS OVER INSULATION (TYP. ) observation deck or sunbathing deck or for simple purposes, open vent pipes shall terminate not less than 7'-0" above the roof. BATHTUB (with or without Sec. P3103.2 - Frost Closure shower head and/or 1 1/2 Where 95% value for outside design temperature is 0 degrees F or less, vent extension through a roof or whirlpool attachments wall shall be no less than 3 inches in diameter. Any icrease in the size of the vent shall be made not Bidet 1 1/4 NOTE: less than 1 foot inside the thermal envelope of the building. PROVIDE ICE BARRIERS AS PER SEC. R905.1.2 L Clothes with standpipe 2 AND SHALL CONSIST OF A MINIMUM OF TWO LAYERS U3 ; �_L/3 Dishwasher(on separate trap) 1 1/2 OF UNDERLAYMENT CEMENTED TOGETHER OR A SELF- ADHERING POLYMER-MODIFIED BITUMEN SHEET IN I I Floor drain 2 PLACE OF NORMAL UNDERLAYMENT AND SHALL Kitchen sink(one or two EXTEND A MINIMUM OF 24" INSIDE THE EXTERIOR NO NOTCHES _I p traps, with or without WALL LINE. D/6MAX. I PERMITTED I dishwasher and food waste 1 1/2 I I disposer) ; ; D/6MAX. SHEATHING Laundry tub 1 1/2 one or more compartments) AIR SHIELD Lavatory 1 1/4 FLOOR JOIST-CENTER CUT jjr-L— LIQUID FLASHING Shower(based on the total DAMAX. z flow rate through O showerheads and bodysprays) 52 110 Flow rate: T p w 5.7gpm and less 1 1/2 T more than 5.7gpm up to 12.3gpm 2 more than 12.3gpm up to 25.8gpm 3 SEAL AIR SHIELD more than 25.8gpm up to 55.6gpm 4 D/3MAX. ED ARCy NOTE: N.K. T Win+ FILL JOINT WITH LIQUID FLASHING & CREATE 1" BAND MAX. FROM o OVER THE JOINT AREA. DO NOT STRIKE FLUSH WITH SHEATHING NOTE: SUPPORT 1a SURFACE UPPORT FLOOR JOIST-END CUTS CHIMNEYS SHALL COMPLY WITH THE REQUIREMENTS SHEATHING JOINT TREATMENT OF UL 127 AND SHALL BE INSTALLED AND TERMINATED IN ACCORDANCE WITH THE 9J C arc A MANUFACTURER'S INSTRUCTIONS AS PER SEC. R1005 D F OF NEw D/3 MAX. RAFTER CEILING JOISTS Itt co CO � M REQUIREMENTS TO IDENTIFY THE USE OF TRUSS TYPE CONSTRUCTION N co � co PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION D/3MAx. � V_ cM cM co to THE CONSTRUCTION TYPE 21N.MIN.FROM TOP DESIGNATION SHALL BE AND BOTTOM OF JOIST , II , III , IV OR V PIPE OR CONDUIT TO INDICATE THE CONSTRUCTION D(ACTUAL DEPTH) CLASSIFICATION OF THE STRUCTURE Z UNDER SECTION 602 OF THE BCNYS CUTTING DRILLING AND NOTCHING DETAIL O Q Y SECTION 1265.4 SIGN OR SYMBOL OF JOISTS ~ 0 6" DIAMEER O} W I (A)EACH NEW RESIDENTIAL STRUCTURE AND EACH ADDITION TO OR REHABILITATION OF AN EXISTING RESIDENTIAL (E)THE SIGN OR SYMBOL INDICATING OF TRUSS TYPE CONSTRUCTION,PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER — STRUCTURE THAT UTILIZES TRUSS TYPE CONSTRUCTION,PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THIS SUBDIVISION.(1)THE SIGN OR SYMBOL SHALL CONSIST C) I- >- CONSTRUCTION SHALL BE IDENTIFIED BY A SIGN OR SYMBOL IN ACCORDANCE WITH THE PROVISIONS OF THIS PART. OF A CIRCLE SIX INCHES(152.4mm)IN DIAMETER,WITH A STROKE WIDTH OF 1/2 INCH(12.7mm). THE BACKGROUND Q z Q w (B)THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED TO THE ELECTRIC BOX ATTACHED TO THE OF THE SIGN OR SYMBOL SHALL BE REFLECTIVE WHITE IN COLOR. THE CIRCLE AND CONTENTS SHALL BE REFLECTIVE RED a z z EXTERIOR OF THE RESIDENTIAL STRUCTURE;PROVIDED HOWEVER,THAT: IN COLOR,CONFORMING TO PANTONE MATCHING SYSTEM(PMS)#187. Q O J L I I (1)IF AFFIXING THE SIGN OR SYMBOL THE THE ELECTRIC BOX WOULD OBSCURE ANY METER ON THE ELECTRIC BOX, (2)THE SIGN OR SYMBOL SHALL BE OF STURDY,NON-FADING,WEATHER RESISTANT MATERIAL;PROVIDED,HOWEVER, W -� OR IF THE UTILITY PROVIDING ELECTRIC SERVICE TO THE RESIDENTIAL STRUCTURE DOES NOT ALLOW THE SIGN OR THAT A SIGN OR SYMBOL APPLIED DIRECTLY TO A DOOR OR SIDELIGHT MAY BE A PERNAMENT NON FADING STICKER TOP PLATES O 2 0 Oz REFLECTIVE RED I I SYMBOL TO BE AFFIXED TO THE ELECTRIC BOX,THE SIGN OR SYMBOL SHALL BE AFFIXED TO THE EXTERIOR WALL OF OR DECAL. W I-_ � cn PANTONE#187 THE RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRIC BOX;AND (3)THE SIGN OR SYMBOL SHALL CONTAIN AN ALPHABETIC CONSTRUCTION TYPE DESIGNATION TO INDICATE THE N < L } REFLECTIVE WHITE �r Q N Q (2)IF NO ELECTRIC BOX IS ATTACHED THE EXTERIOR OF THE RESIDENTIAL STRUCTURE OR IF,IN THE OPINION OF THE CONSTRUCTION TYPE OF THE RESIDENTIAL STRUCTURE,AS FOLLOWS: C7 r, w m AUTHORITY HAVING JURISDICTION,THE ELECTRIC BOX ATTACHED TO THE EXTERIOR OF THE BUILDING IS NOT LOCATED IN (i)IF THE RESIDENTIAL STRUCTURE IS SUBJECT TO THE PROVISIONS OF THE RCNYS,THE CONSTRUCTION TYPE BORED HOLE MAX. Z DESIGNATION SHALL BE"V"AND _ A PLACE LIKELY TO BE SEEN BY FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING TO A FIRE OR OTHER DIA.40 PERCENT —1 EMERGENCY AT THE RESIDENTIAL STRUCTURE,THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED TO THE (ii)IF THE RESIDENTIAL STRUCTURE IS SUBJECT TO THE PROVISIONS OF THE BCNYS,THE CONSTRUCTION TYPE OF STUD DEPTH J EXTERIOR OF THE RESIDENTIAL STRUCTURE IN A LOCATION APPROVED THE AUTHORITY HAVING JURISDICTION AS A DESIGNATION SHALL BE"I","II","III","IV",OR"V TO INDICATE THE CONSTRUCTION CLASSIFICATION OF THE W LOCATION LIKELY TO BE SEEN BY FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING TO A FIRE OR OTHER STRUCTURE UNDER SECTION 602 OF THE BCNYS. 1S ' EMERGENCY AT THE RESIDENTIAL STRUCTURE. (4)THE SIGN OR SYMBOL SHALL CONTAIN AN ALPHABETIC LOCATION DESIGNATION TO INDICATE THE LOCATIONS(S) o M (C)THE SIGNOR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED PRIOR TO THE ISSUANCE OF A CERTIFICATE OF CONTAINING TRUSS TYPE CONSTRUCTION,PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION 5/8"MIN.TO EDGE (� W m Y " i OCCUPANCY OR A CERTIFICATE OF COMPLIANCE. THE AUTHORITY HAVING JURISDICTION SHALL NOT ISSUE A CERTIFICATE STRUCTURAL COMPONENTS AS FOLLOWS: Z_ z cV OF OCCUPANCY OR CERTIFICATE OF COMPLIANCE UNTIL THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL (I) F SHALL MEAN FLOOR FRAMING INCLUDING GIRDERS AND BEAMS; o W 11 7'SHALL MEAN ROOF FRAMING;AND 5/8"MIN.TO EDGE J HAVE BEEN AFFIXED. ( ) _l (D)THE PROPERTY OWNER SHALL BE RESPONSIBLE FOR MAINTAINING THE SIGN OR SYMBOL REQUIRED BY THIS PART (iii)"FR"SHALL MEAN FLOOR FRAMING AND ROOF FRAMING. NOTCH MUST NOT AND SHALL PROMPTLY REPLACE ANY SUCH SIGN OR SYMBOL THAT IS AFFIXED TO AN ELECTRIC BOX WHEN ANY (5)THE CONSTRUCTION TYPE DESIGNATION SHALL BE PLACED AT THE 12 0 CLOCK POSITION OF THE SIGN EXCEED 25%OF X a- CHANGE OR MODIFICATION IS MADE TO SUCH ELECTRIC BOX. THE PROPERTY OWNER SHALL PROMPTLY REPLACE THE OR SYMBOL,OVER THE LOCATION DESIGNATION,WHICH SHALL BE PLACED AT THE SIX O'CLOCK POSITION OF THE STUD DEPTH LWL W 0 O SIGN OR SYMBOL REQUIRED BY THIS PART IF SUCH SIGN OR SYMBOL IS REMOVED OR BECOMES DAMAGED FADED SIGN OR SYMBOL. _ • t2f BORED HOLES SHALL NOT BE IF HOLE IS BETWEEN 40%AND 60%WORN OR OTHERWISE LESS CONSPICUOUS TO FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING THE A FIRE LOCATED IN THE SAME CROSS OF STUD DEPTH,THEN STUD MUST BE Z C7 W 11 OR OTHER EMERGENCY AT THE RESIDENTIAL STRUCTURE. THE PROPERTY OWNER SHALL KEEP THE AREA IN THE VICINITY SECTION OF CUT OR NOTCH IN DOUBLED AND NO MORE THAN TWO - STROKE ROOF FLOOR SECCESSIVE STUDS ARE DOUBLED O ZQ OF THE SIGN OR SYMBOL REQUIRED BY THIS PART CLEAR OF ALL PLANTS,VEGETATION,AND OTHER OBSTRUCTION THAT STUD AND SO BORED Z N DESIGNATION FOR STRUCTURAL MAY HIDE OR OBSCURE SUCH SIGN OR SYMBOL OR OTHERWISE CAUSE SUCH SIGN OR SYMBOL TO BE LESS CONSPICUOUS Q — TO FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING TO A FIRE OR OTHER EMERGENCY AT THE RESIDENTIAL STRUCTURE. COMPONENTS THAT ARE OF ~ Lj_ W TRUSS TYPE CONSTRUCTION R F NOTE: CONDITION FOR EXTERIOR AND BEARING WALLS. LO }- I— w Q U W Z N DRILLING AND NOTCHING DETAIL 2 z 2 F FLOOR FRAMING , INCLUDING U OF STUDS W _ a of GIRDERS AND BEAMS � J < R ROOF FRAMING F DWG NO [FR FLOOR AND ROOF FRAMING ROOF AND FLOOR > 10 BUILDING INSPECTOR WILL VERIFY INSTALLTION OF SIGN/SYMBOL DURING FINAL INSPECTION. 10 ��y ti C+ '�t ./ (S�•• � •� .�� J ti� 7 tl� '+•�iR �y�1w�{1 �• .-•- � l �#. �._i - 1 M' 1 Y 4 _ ► r4 It f �/► y..d e� r'''� i :M.�.,r�. [ST,`,a/•,: .�' °':d K WIN mob— A n i 1 !t r. . ' r f '• •• it w^ Ar ,, M•.s r F r • 1 b * N I • �lF "•f�1i'�s+�R • f r y i�'a ' f •�Jei: ■ � r l .•. Syr �T a ' ���1 6 1 r � L' lam'• � � r ` � � r �I y wwel ell q w � ILA ` .§ y ,.�� •;j,�� �" �7.. {�•1 �f�Y��� ����, �C• , Y jt i. Win: ice` ,s• :`.* ' i� _ ti+f.'.S'l'. � fi` ',+-• '. ` , �• �� st 1r ► � +' rs ♦ � � r n"i 4w ,%,,,. 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