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HomeMy WebLinkAbout46393-Z � �UFFOLq'9 Town of Southold 7/17/2022 P.O.Box 1179 53095 Main Rd Southold New York 11971 CERTIFICATE OF OCCUPANCY No: 43264 Date: 7/17/2022 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 47 Harvest Pointe Ln Unit 104, Cutchogue SCTM#: 473889 Sec/Block/Lot: 102.1-2-48 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/21/2021 pursuant to which Building Permit No. 46393 dated 6/9/2021 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: single-family dwelling with unfinished basement covered porch screened porch and attached garage as applied for (Unit#104) The certificate is issued to Rimor Development LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0158 7/6/2022 ELECTRICAL CERTIFICATE NO. 46393 7/14/2022 PLUMBERS CERTIFICATION DATED 7/1/2022 All Suffolk Plpmbing Con actors,Inc u ori d ignature o�SUFFQI�,co TOWN OF SOUTHOLD aye BUILDING DEPARTMENT C* x TOWN CLERK'S OFFICE "oy SOUTHOLD, NY !1Jpl ,day'. 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#: 46393 Date: 6/9/2021 Permission is hereby granted to: Rimor Development LLC 1721-D North Ocean Ave Medford, NY 11763 To: construct single-family dwelling as applied for per SCHD & Planning approvals. (Unit #104, A model) At premises located at: 47 Harvest Pointe Ln Unit 104, Cutchogue SCTM #473889 Sec/Block/Lot# 102.1-2-48 Pursuant to application dated 5/21/2021 and approved by the Building Inspector. To expire on 12/9/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,133.20 CO-NEW DWELLING $50.00 Total: $2,183.20 (k--- Building Inspector f orrn No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department A. For new budding or new use: P t with the following: 1. Final survey of Property with accurate location of all buildings,property lines, streets, and tt topographic features. 2• Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form unusual natural or 3. Approval of electrical installation from Board of Fire Underwriters. ) 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/1 5. Commercial building, industrial building,multiple residences and similar buildings and instal of Code Compliance from architect or engineer responsible for the building. 0 of l% lead. 6. Submit Planning Board Approval of completed site plan requirements, installations, a certificate B. For existing buildings(prior to April 9, 1957)non-conforming uses, or buildings and "pre-existing,, 1• Accurate survey of property showing all property lines,streets, building and unusual natural or t features. )and uses: aph ?• A properly completed application and consent to inspect signed by the applicant.If a Certificate Of denied, the Building Inspector shall state the reasons therefor in writing to thea applicant. to of Occupancy is C. Fees PP nt. I• Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to d Swimming pool $50.00,Accessory building$50.00,Additions to accessory building$50.00 Bu 2• Certificate of Occupancy on Pre-existing Buildingwelling$50.00, 3. Copy of Certificate of Occupancy $100.00 Businesses$50.00. 4. Updated Certificate of Occupancy-$25 5• Temporary Certificate of Occupancy$50.00 Residential $15.00, Commercial $15.00 Date. C New Construction:_ Old or Pre-existing Building: Location of Property: check one) �r� �►�� L House No. �> l04 Street Owner or Owners of Property: ® ,� � „ � F1amll et —� Suffolk County Tax Map No 1000, SectionC // � ° � / Block �Subdivision +A y`�.� Q a . � ---- Lot �� Filed Map. 1 / Permit No. Lot: Date of Permit._ Applicant: / ®v Health Dept. Approval: �j ! Underwriters A Planning Approval: 6 Board Approval: � A �� Request for: "Temporary Certifi ate Final Certificate: Fee Submitted:$ heck one) Apltcant igna ne -`----- M� pF SO!/T,�QI 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 sea n.devlin(&town.south old.ny.us Southold,NY 11971-0959 c O UNTI, BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Rimor Development LLC Address: 47 Harvest Pointe Ln #104 city:Cutchogue st: NY zip: 11935 Building Permit* 46393 Section: 102.1 Block: 2 Lot: 4$ WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: MTM Electric License No: 3700ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Detector 1 Duplec Recpt 68 Ceiling Fixtures 20 Bath Exhaust Fan 3 Service 3 ph Hot Water Gags GFCI Recpt 7 Wall Fixtures 4 Smoke Detectors 3 Main Panel 150A A/C Condenser 1 Single Recpt Recessed Fixtures 32 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Gas Ceiling Fan Combo Smoke/CO 4 Transformer UC Lights 12' Dryer Recpt Gas Emergency Fixtures Time Clocks Disconnect 1 Switches 44 4'LED Exit Fixtures Pump Other Equipment: Fridge, Oven, DW, Hood, W/D, Gas FP Notes: New Two Story w/ Unfinished Basement Inspector Signature: Date: July 14, 2022 S.Devlin-Cert Electrical Compliance Form ' °� souro T, �O l� Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 ems BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: rT , s� Building Permit No. 1�" � 1 Owner: \1M0 —,W I (Please print Plumber• A l S(,{-40 jK Plumlcnoij (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. ':Zlze� CC (Plumbers Signature) Sworn to before me this J day of _ 4�1 Notary Public, &LA County t�o4u:y Public,Stite of NewYolic Reg.No.OiF1636836/ 0uc;iifi�1 in Suffolk County Commission F cpi:Y S��—/'kaS CONSENT TO INSPECTION V� � the undersigned,do(es)hereby state: Owner(s)Name(s) That the undersigned (is)(are the owner(s)of the prem is s in e T w of Southold,located at t t✓1�f 04 . which is shown and designated on the Suffolk County Tax Map as District 1000, Section /W.,01 Block _,Lot . That the undersigned(has) (have)filed, or cause to be filed,an application in the Southold Town Building Ins pe tor's Office for the fallowing;, That the undersigned do(es)hereby give consent to the Building Inspectors of the Town of Southold to enter upon the above described property, including any and all buildings located thereon,to conduct such inspections as they may deem necessary with respect to the aforesaid application, including inspections to determine that said premises comply with all of the laws, ordinances, rules and regulations of the Town of Southold. The undersigned,in consenting to such inspections, do(es) so with the knowledge and understanding that any information obtained in the conduct of such inspections may be used in subsequent prosecutions for violations of the laws,ordinances, rules or regulations of the Town of Southold. 2 w Dated: ?"d )- ( /' ('i nature q Ga— ( r nt Nat (Signature) (Print Name) SOUIyO - # * TOWN .OF SOUTHOI.D. BUILDING DEPT. °`ycourm 0 765-1802 1 NSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. .] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY' [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION ' [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: �J O 6 DATE INSPECTOR uu 1AY� OESOUTy� --- * # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] OUNDATION 1ST [ ] ROUGH PL13G. [ FOUNDATION 2ND - [ ] INSULATIOWCAULKING = [ ] FRAMING /STRAPPING [ ] FINAL [ ! FIREPLACE & CHIMNEY ` [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) . [ ] CODE VIOLATION [ ] PRE C/O REMARK \\)AmO w,"ay, DATE ti 1V) INSPECTOR Ikif W (n o�aOF SOUTyO # * TOWN OF SOUTHOLD BUIL ING DEPT. `ycou765-1802 INSPECT'ON [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] UNDATION 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 REMARKS: DATE L INSPECTOR -7 4�. 5 H � ��pE SOUTyo v "' ` # TOWN OF SOUTHOLD BUILDING DEPT. 0 oT,yI �omm �Q 765-1802 INSPECTION - j ] FOUNDATION 1ST [. ] ROUGH PLBG. [ ] FOUNDATION 2ND ' [ ] 'INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] -FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O REMARKS: r „� DATE � � INSPECTOR c%�+%� OF 50GTL/ 1 1 1 .fT I z) TOWN OF SOUTHOLD BUILDING DEPT. co631-765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] -ROUGH PLBG. [ ] FOUNDATION 2ND [�] IN§ULAT4 KAG [ ] 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: IJJIkJwcca,4(41-tr". Ovi Cove,..., il;� &- �P -q!T6-- 9&6 DATE INSPECTOR (✓�(n �n�-�- l - - 1, OF SOUly�� V # TOWN OF SOUTHOLD BUILDING DEPT. cou631-765-1802 INSPECTION [ ] FOUNDATION 1ST X1RQ GH PLBG. FOUNDATION 2ND LATION/CAULKING FRAMING /STRAPPING L [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: co VV67 611100,( j 1 - DATE lliq vy INSPECTOR OE SOUIyo — ti� l0 f # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm��'' 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] 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: �S DATE INSPECTOR ` Horne Energy Rating Certificate Property HERS Holly Al -Unit 103 Rating Type: Confirmed Certified Energy Rater: Michael Fauci Harvest Pointe ' Rating Date: 2022-07-07 Rating Number: MC193 49 Harvest Pointe Ln Registry ID: 974325289 Cutchogue, NY 11935 Estimated Annual Energy Cost HERS Index: 56 Efficient Home Comparison: 44% Better use MMBtu cost Percent r-- ___� Heating 72.1 $157 10% Generallnformation Cooling 1.5 $83 5% Conditioned Area 3757 sq. ft. House Type Single-family detached Hot Water 12.1 $13 1% Conditioned Volume 42016 cubic ft. Foundation Conditioned basement Lights/Appliances 24.7 $1182 76% Bedrooms 3 Photovoltaics -0.0 $_0 -0% Service Charges $120 8% Mechanical Systems Features `I Total 110.4 $1556 100% Water Heating: Conventional, Natural gas, 0.69 EF, 75.0 Gal. J I _ Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. L Criteria Cooling: Air conditioner, Electric, 16.0 SEER. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 101.00 CFM25 2015 IECC UA Compliance Ventilation System Exhaust Only: 130 cfm, 30.0 watts. 2018 IECC UA Compliance Programmable Thermostat Heat=Yes• Cool=Yes —Er.CC_Neew-Conk-State-2-020 Building Shell Features Ceiling Flat R-37.7 Slab R-0.0 Edge, R-0.0 Under Seated Attic NA Exposed Floor NA Vaulted Ceiling NA Window Type U-Value: 0.290, SHGC: 0.280 Above Grade Walls R-21.0 Infiltration Rate 1874 CFM50(2.68 ACH50) — Foundation Walls R-13.0 Method Blower door 1874 CFM x 60 Min/hr/42016 Ft^3 = 2.68 ACH@50Pa r-- - Energy Testing Services, LLC. Lights and Appliance Features � � 1648 Locust Ave Unit E Interior Fluor Lighting 0.0 Range/Oven Fuel Natural —J gas Bohemia, NY 11716 Interior LED Lighting (%) 100.0 Clothes Dryer Fuel ' Natural gas 631-244-9333 Refrigerator(kWh/yr) 568 Clothes Dryer CEF 3.49 Dishwasher(kWh/yr) 270 Ceiling Fan (cfm/Watt) 0.00 ° Certified Energy Rater: REM/Rate-Residential Energy Analysis and Rating Software v16.0.6 This information does not constitute any warranty of energy costs or savings. ©1985-2021 NORESCO, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. NY-ECCC 2020 Certificate 49 Harvest Pointe Ln, Cutchogue, NY 11935 ;_Building Envelope Insulation Ceiling R-37.7 Above Grade Walls R-21.0 Foundation Walls R-13.0 Exposed Floor NA Slab R-0.0 Edge, R-0.0 Under Infiltration Htg: 1874 Clg: 1874 CFM50 Duct R-8.0 Total Duct Leakage 101.00 CFM @ 25 Pascals Window Data U-Factor SHGC ' Window 0.290 0.280 f Mechanical Equipment ` HEAT: Fuel-fired air distribution, Natural gas, 95.0 AFUE. COOL: Air conditioner, Electric, 16.0 SEER. DHW: Conventional, Natural gas, 0.69 EF, 75.0 Gal. HERS Index: 56 Builder or_Desig Prof Signature O^� REM/Rate - Residential Energy Analysis and Rating Software v16.0.6 Energy Testing Services 2022 Combustion Safety Testing Form Certified Home Address: 49 Harvest Pointe Lane City: Cutchogue Builder Name: Harvest Pointe Builder Tracking# Combustion Appliance Zone (CAZ)# of Location of this CAZ: Basement (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 2022-07-07 Outdoors Temp During Test: 80 °F CAZ Depressurization (NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: N/A PPM Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes❑ No❑✓ Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: Heating System Primary: Yes 2 No❑ Type: Furnace Lr l Boiler[]Heat Pump a Other❑ tz Venting Type 3 DraftSpillage Sin lla.- CO CO Efficiency Fuel Tvpe Circle T e) Pascal (Worst Case atural orst Case (Natural) Rating:95.0 N_❑✓ PDO[IEF] NQNOM❑S_✓ NSA Pa. Pass❑✓ Fail❑_ Pass❑✓Fail❑ N/APPM NIA PPM Water Heater Primary: Yes ❑✓ Tie: Standard TankaIndirect 0 Tankless ❑ Size: 0.69 Style Common Vent El No n Instantaneous❑Commercial (See Note 5below) (Gallons) 4 Stand Alone Efficiency Fuel Type s a Venting TVD t e 3 Draft Sip lly Spillage(Natural) CO CO (Circle Type) (Pascal) (Worse Case) (Worse Case) (Natural) EF: 0.75 N✓❑P❑O aE❑I N❑M 0 S❑ N/A Pa. Pass OFail❑ PassElFailE] I N/A PPM N/A PPM Oven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes.❑✓ No❑ Oven CO N/A PPM Ambient CO(During Oven CO Testing) NIA PPM t Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 2 Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE: If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. 4 Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) 5 Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE: If Water Heater Type is"Commercial'and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial'and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Michael Fauci Rater Number: 8619824 Rater Signature: Date: 2022-07-07 -�- wrightsoftW Manual S Compliance Report Date: Jun 15,2022 Entire House By: Energy Testing Services Energy Testing Services 1648-E Locust Ave,Bohemia,NY 11716 Project • • For: 49 Harvest Pointe Lane, Cutchogue, NY 11935 Cooling Equipment Design Conditions Outdoor design DB: 83.0°F Sensible gain: 17582 Btuh Entering coil DB: 76.0°F Outdoor design WB: 71.0°F Latent gain: 3500 Btuh Entering coil WB: 63.5°F Indoor design DB: 75.0°F Total gain: 21082 Btuh Indoor RH: 50% Estimated airflow: 800 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Generic Model: SEER 16.0 Actual airflow: 800 cfm Sensible capacity: 16800 Btuh 96% of load Latent capacity: 7200 Btuh 206% of load Total capacity: 24000 Btuh 114% of-load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 10.0°F Heat loss: 46217 Btuh Entering coil DB: 63.1'F Indoor design DB: 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas furnace Manufacturer: Generic Model: AFUE 92 Actual airflow: 875 cfm Output capacity: 48000 Btuh 104% of load Temp. rise: 50 °F Meets all requirements of ACCA Manual S. - �-wrightsoft- 2022-Jun-15 16:43:43 Arm Right-Suite®Universal 2018 18.0.32 RSU20066 - Page 1 Arm...Model Al MAN JSD\Rimor Model Al MAN JSD JA.rup Calc=MJ8 Front Door faces: W Form Residential ACCK. for HVAC System Design - 15 Mar 09 AV0WZX40WbXWcfAm3U Header Information Contractor: Energy Testing Services REQUIRED ATTACHMENTS ATTACHED Manual J1 Form(and supporting worksheets): Yes [I No El Mechanical license: or MJ1AE Form*(and supporting worksheets): Yes Ei No F-1 OEM performance data(heating,cooling,blower): Yes D No 0 Building plan#: Manual D Friction Rate Worksheet: Yes El No Duct distribution sketch: Yes No Home address(Street or Lot#,Block,Subdivision):49 Harvest Pointe Lane, Cutchogue, NY 11935 HVAC •A■ CALCULATION ,0 Desiqn Conditions Buildinq Construction Information Winter Design Conditions Building Outdoor temperature: 10 °F Orientation: Front Door faces West Indoor temperature: 68 of North,East,West,South,Northeast,Northwest,Southeast,Southwest Total heat loss: 46217 Btuh Number of bedrooms: 3 Conditioned floor area: 3788 ft2 Summer Design Conditions Number of occupants: 3 Outdoor temperature: 83. *F Indoor temperature: 75 °F Windows Roof Grains difference: 30 gr/Ib @50% RH Eaveoverhang,depth: 1,0 ft Sensible heat gain: 19979 Btuh Internal shade: blinds Latent heat gain: 3977 Btuh Blinds,drapes,etc. Eave Depth Window Total heat gain: 23957 Btuh Number of skylights: 0 EQUIPMENTHVAC • ,0 Heating Equipment Data Cooling Equipment Data Blower Data E uipment type: Gas furnace Equipment type: SplitAC Heating cfm: 875 �umace,Heat pump,Boiler,etc. AirConditioner,Heat pump,etc. Cooling cfm: 8OO Model: Generic Model: Generic Static pressure: 0.60 in H2O AFUE92 SEER 16.0+ Fan's rated external static pressure for Heating output capacity: 48000 Btuh Total cooling capacity: 0 Btuh design airflow Heat pumps-capacity at winterdesign outdoor conditions Sensible cooling capacity: 0 Btuh Aux.heating output capacity: 0 Btuh Latent cooling capacity: 0 Btuh HVAC DUCT DISTRIBUTION SYSTEM ■ .I Design airflow: 875 cfm Longest supply duct: 478 ft Duct Materials Used Equipment design ESP: 0.60 in H2O Longest return duct: 201 ft Trunk duct: Sheet metal Total device pressure losses: -0,6 in H2O Total effective length(TEL): 679 ft Available static pressure(ASP): 0,01 in H2O Friction rate: 0.001 in/100ft Branch duct: Round flex metal,Sheet metal Friction Rate=ASP:(TELx 100) I declare the load calculation,equipment,equipment selection and duct design were rigorously performed based on the building plan listed above. I understand the claims made on these forms will be subject to review and verification. Contractor's printed name: Contractor's signature: Date: Reserved for County,Town Municipality orAuthority having jurisdiction use. *Home qualifies for MJ1AE Form based on Abridged Edition Checklist - Wrights®ft® Right-Suite®Universal 2018 18.0.32 RSU20066 Load Short Form Job. wrightsoft, Date: Jun 15,2022 Entire House By: Energy Testing Services... Energy Testing Services 1648-E Locust Ave,Bohemia,NY 11716 Project • • For: 49 Harvest Pointe Lane, Cutchogue, NY 11935 Design Information Htg CIg Infiltration Outside db(°F) 10 83 Method Blower door Inside db(°F) 68 75 Shielding/stories 3(partial) /2 Design TD (°F) 58 8 Pressure/AVF 50 Pa/ 1422 cfm Daily range - M Inside humidity (%) 50 50 Moisture difference(gr/Ib) 44 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16.0 AHRI ref Coil AHRI ref Efficiency 92AFUE Efficiency 12.8 EER, 16 SEER Heating input 52174 Btuh Sensible cooling 16800 Btuh Heating output 48000 Btuh Latent cooling 7200 Btuh Temperature rise 50 °F Total cooling 24000 Btuh Actual air flow 875 cfm Actual air flow 800 cfm Air flow factor 0.021 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.83 ROOM NAME Area Htg load CIg load Htg AVF CIg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Basement 1743 10447 431 218 20 Breakfast Area 125 3970 1781 83 84 Bed 2 194 3448 1618 72 76 Bath 1 54 474 87 10 4 Kitchen 178 1661 1755 35 83 Living Room 368 5756 2909 120 137 Foyer 135 4074 2655 85 125 Laundry 44 781 609 16 29 WIC 2 42 485 38 10 2 Stair 71 0 0 0 0 WIC 1 32 625 66 13 3 Master Bed 302 4067 1863 85 88 Master Bath 137 1356 894 28 42 Hall 62 0 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - -wrightsoft- 2022-Jun-15 16:43:43 Right-Suite®Universal 2018 18.0.32 RSU20066 Page 1 �C�...Model Al MAN JSD\Rimor Model Al MAN JSD JA.rup Calc=MJ8 Front Door faces: W Bath 2 45 1098 311 23 15 Bed 3 129 2619 1428 55 67 Loft 127 1035 539 22 25 Entire House 3788 41896 16986 875 800 Other equip loads 4320 596 Equip. @ 0.88 RSM 15472 Latent cooling 3500 TOTALS 3788 46217 18972 875 800 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -�-werightsoft- 2022-Jun-15 16:43:43 i►. .„,,,.,„,,. .a..,�„.„ Right-Suite®Universal 2018 18.0.32 RSU20066 Page 2 ACCA...Model Al MAN JSD1Rimor Model Al MAN JSD JA.rup Calc=MJ8 Front Door faces: W • j- 9 - Project Summar Job: Wlrl htsoft y Date: Jun 15,2022 Entre House By: Energy Testing Services... Energy Testing Services 1648-E Locust Ave,Bohemia,NY 11716 Project • • For: 49 Harvest Pointe Lane, Cutchogue, NY 11935 Notes: Design In • • Weather: Suffolk Co.Ap, East Quogue(Islip Dd), NY, US Winter Design Conditions Summer Design Conditions Outside db 10 °F Outside db 83 °F Inside db 68 °F Inside db 75 °F Design TD 58 °F Design TD 8 °F Daily range M Relative humidity 50 % Moisture difference 30 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 40897 Btuh Structure 16210 Btuh Ducts 999 Btuh Ducts 776 Btuh Central vent (68 cfm) 4320 Btuh Central vent(68 cfm) 596 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 46217 Btuh Use manufacturer's data n Rate/swing multiplier 0.88 Infiltration Equipment sensible load 15472 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial) /2 Pressure/AVF 50 Pa 1422 cfm Structure 1968 Btuh Ducts 134 Btuh Central vent (68 cfm) 1398 Btuh Heating Cooling Outside air Area(ft2) 3788 3788 Equipment latent load 3500 Btuh Volume(ft') 28430 28430 Air changes/hour 0.32 0.14 Equipment Total Load (Sen+Lat) 18972 Btuh Equiv.AVF (cfm) 150 66 Req. total capacity at 0.70 SHR 1.8 ton Heating Equipment Summary Cooling Equipment Summary Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16.0 AHRI ref Coil AHRI ref Efficiency 92AFUE Efficiency 12.8 EER, 16 SEER Heating input 52174 Btuh Sensible cooling 16800 Btuh Heating output 48000 Btuh Latent cooling 7200 Btuh Temperature rise 50 °F Total cooling 24000 Btuh Actual air flow 875 cfm Actual air flow 800 cfm Air flow factor 0.021 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.83 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -P- Ight = ss - 2022-Jun-15 16:43:43 rL •«»• .dit Right-Suite®Universal 2018 18.0.32 RSU20066 Pagel .9l�CA...Model Al MAN JSD\Rimor Model Al MAN JSD JA.rup Calc=MJ8 Front Door faces: W N Second Floor Bed 3 81 cfm 129 cfm 30 cfm Loft 6x16 p Riser C^ Ret Riser 28 cfm10" 6x16 2 17 Stair Up Job#: Energy Testing Services Scale: 1 : 106 F49Harvest y Energy Testing Services L... Page 1 ointe Lane,Cutcho ue,NY 11935 1648-E Locust Ave Right-Suite®Universal 2018 9 Bohemia,NY 11716 18.0.32 RSU20066 2022-Jun-15 16:43:59 ...SD\Rimor Model Al MAN JSD JA.rup N Main Floor Broan Exhaust Fan Model L150 68C FM Energy Star c m Continuous Use Timer Breakfast Area 01 dm ik51 dm K82 dm Ik82 m Master Bath Master Bed 9199 dm �. dm ICitchen Living Room Hall SdF3aer WIC 1 14 W111 L16d R undrl-34 m WIC 2 1112 Ath 1 7 dm Stair Foyer Bed 2 Garage L91 dm 8' .lob#: Energy Testing Services Scale: 1 : 106 Performed by Energy Testing Services L... Page 2 1648-E Locust Ave Right-Suite®Universal 2018 49 Harvest Pointe Lane,Cutchogue,NY 11935 Bohemia,NY 11716 18.0.32 RSU20066 2022-Jun-15 16:43:59 ...SD\Rimor Model Al MAN JSD JA.rup N Basement Make up air 68 \rr:nn i Skuttle Model 2161 262 dm 6" 9„ 6„ 14" 6" 8" 8" -72677' x 16 10' " T- - V..,,36 6' 5" 4„ 4" Basen ent 26" 8.1 up Riser Ret Riser 10„ 4x16 10" 9" 87 dm 87 dm j-"87 dm Job#: Energy Testing Services Scale: 1 : 106 Performed by Energy Testing Services L... Page 3 1648-E Locust Ave Right-Suite®Universal 2018 49 Harvest Pointe Lane,Cutchogue,NY 11935 Bohemia,NY 11716 18.0.32 RSU20066 2022-Jun-15 16:43:59 ...SD\Rimor Model Al MAN JSD JA rup Duct System Summary Job. - - wrightsoft" Date: Jun 15,2022 Entire House By: Energy Testing Services... Energy Testing Services 1648-E Locust Ave,Bohemia,NY 11716 Project • • For: 49 Harvest Pointe Lane, Cutchogue, NY 11935 Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.59 in H2O 0.59 in H2O Available static pressure 0.01 in H2O 0.01 in H2O Supply/return available pressure 0.007/0.003 in H2O 0.007/0.003 in H2O Lowest friction rate 0.001 in/100ft 0.001 in/100ft Actual air flow 875 cfm 800 cfm Total effective length(TEL) 679 ft SUpply Brahch DetailTable Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (13tuh) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln(ft) Trunk Basement h 144 87 8- 0 0 OX 0 MtFx 0 0 easement-A h 3482 87 8 0.004 8.0 OX 0 MtFx 23.8 160.0 st2 easement-B h 3482 87 8 0.003 11.6 16x 4 ShMt 48.5 225.0 st2 Bath 1 h 474 12 5 0.006 4.0 Ox 0 MtFx 16.0 95.0 Bath 2 h 1098 28 18 0.002 5.0 Ox 0 MtFx 66.5 400.0 st8 Bed 2 c 1618 86 91 0.006 9.0 OX 0 MtFx 31.5 95.0 Bed 3 c 1428 66 81 0.001 8.0 Ox 0 MtFx 76.3 400.0 st7 Breakfast Area c 1781 99 101 0.003 9.0 OX 0 MtFx 16.8 225.0 st2 Foyer c 2655 102 150 0.003 10.0 Ox 0 MtFx 43.8 205.0 st2 Kitchen c 1755 42 99 0.007 9.0 Ox 0 MtFx 2.3 95.0 Laundry c 609 20 34 0.002 5.0 Ox 0 MtFx 48.8 315.0 st2A Living Room c 1455 72 82 0.002 8.0 Ox 0 MtFx 25.8 325.0 st2A Living Room-A c 1455 72 82 0.003 8.0 Ox 0 MtFx 15.5 215.0 st2 Loft c 539 26 30 0.001 5.0 Ox 0 MtFx 68.0 410.0 st7 Master Bath c 894 34 51 0.002 6.0 OX 0 MtFx 38.3 325.0 st2A Master Bed c 932 51 53 0.002 6.0 Ox 0 MtFx 53.0 295.0 st5A Master Bed-A c 932 51 53 0.002 6.0 Ox 0 MtFx 52.8 300.0 st5 WIC 1 h 625 16 4 0.002 4.0 Ox 0 MtFx 58.8 325.0 st5 WIC 2 h 485 12 2 0.002 4.0 Ox 0 MtFx 56.0 290.0 st5 Bold/italic values have been manually overridden wrightso " 2022-Jun-1516:43:43 �, ftw•r Right-Suite®Universal 2018 18.0.32 RSU20066 page 1 �L11...Model Al MAN JSD\Rimor Model Al MAN JSD JA.rup Calc=MJ8 Front Door faces: W Supply Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (Cfm) (cfm) FR (fpm) (in) (in) Material Trunk st6 Peak AVF 119 129 0.001 236 10.0 0 x 0 ShtMetl st2A st5 Peak AVF 130 111 0.002 238 10.0 0 x 0 ShtMetl st2A st5A Peak AVF 51 53 0.002 268 6.0 0 x 0 ShtMetl st5 st2 Peak AVF 823 756 0.001 206 29.9 16 x 36 ShtMetl st2A Peak AVF 375 407 0.001 204 23.0 16 x 18 ShtMetl st2 st7 Peak AVF 92 111 0.001 167 14.2 16 x 6 ShtMetl st6 st8 Peak AVF 28 18 0.002 41 8.4 16 x 6 ShtMetl st6 TableReturn Branch Detail Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk rb3 Ox 0 669 807 201.0 0.001 219 26.0 Ox 0 MtFx rt2 rb2 Ox 0 119 129 199.3 0.001 236 10.0 Ox 0 MtFx rt2A rb1 Ox 0 262 24 83.3 0.004 245 14.0 Ox 0 MtFx •le Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt2 Peak AVF 788 936 0.001 219 28.0 0 x 0 ShtMetl rt2A Peak AVF 119 129 0.001 236 10.0 0 x 0 ShtMetl rt2 wrightsoft, 2022-Jun-15 16:43:43 ti .u.,a•,a..««�«...,v..,.., Right-Suite®Universal 2018 18.0.32 RSU20066 Page 2 AM....Model Al MAN JSD\Rimor McdelAl MAN JSD JA.rup Calc=MJ8 Front Door faces: W 4 ,Ip ,• '�'� I" r GRCH ARCHITECTURE PC 5750 ExPREss DRIVE SOUTH c SUITE 202 ISLANDIA, NY 11749 ME WWW.GRCHARCHITECTbRE.COM (637 864-3395 November 14, 2018 Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold NY 11971 Attn. Ms.Amanda Nunemaker Plans Examine Re: Harvest Pointe at Cutchogue Dear Ms. Nunemaker, The following two insul tion products noted below have been selected for their flame/smoke spread properties to meet the requirements of the New Y�orlc State Residential Code for both spray foam and draped blanket insulation exposed in basement condition. Spray Foam Insulation t Rim Joist: Sill Plates Headers and i:im Joist (Residential Code Section R316.5.11 Maximum thickness 3 %I" (provided ±3") Flame spread index 25 or less and smoke-development index of 450 or less is provided: Provided/Installed Bayseal Closed Cell Spray Foam Insulation report less than 4" (see products sheet) provides flame spread index of 25 or less and smoke development index less than 450 in accordance with ASTME84. Draped Foundation Wal Insulation Blanket (Residential Code Sectioln R302.10.1 Insulation materials, including facing shall have a flame spread index not to exceed 25 with an accompanying smoke. Development index not to exceed 450. Provided/ Installed: "Ecotouch FlarnE Spread 25 Fiberglass Insulation: (see product cut sheet) Provides a flame spread Index of less than 25 and smoke-development Index less than 50 in accordance with ASTM espectfu ly submi ed, _ •�EFt�O ARC v �2 A Glen Cherve y Z LEE AP Principal , 023812 0� OF NE�-1 MECHANICAL CORPORATION HEATING AND AIR CONDITIONING March 11, 2019 Michael J. Verity Town of Southhold Building Department Town Hall Annex Building 54375 Route 25 Southhold, NY 11971 Tel: (631) 765-1802 Fax: (631) 765-9502 Subject: Harvest Point Residential Units Dear Mr. Verity Please be advised that the basements of all the residential units at the above referenced project have been included in our Manual J load calculations. Best regards, Louis DeSantis President i. 20 Feldland Street, Bohemia, NY 11716- (631) 563-1298 - Fax: (631) 563-2954 GRCH ARCHITECTURE PC . 3750 EXPRESS DRIVE SOUTH SUITE 202 I$LANDIA, NY 11749 WWWGRCHARCHITECTURECOM (631)864-3395 May 01, 2022 Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold, NY 11971 Att: Mr. Michael Verity Chief Building Inspector Re: Harvest Pointe at Cutchogue Screened in Rear Covered Porch Unit# 104— Permit#46393 Dear Mr. Verity, The rear covered porch as depicted on the submitted architectural plans will be "screened in" as per the Planning Board's approval dated January 18, 2019. Respectfully ubmitted, ED ARC,y �ZERT Cy G e C rveny,AIA, LEED AP Pri c' al '9 0238A( T�OF NE�y GRCH ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH SUITE 202 ISLANDw NY 11749 WWWARCHARCHITECTURE.COM (631864-3395 May 01, 2022 Town of Southold Building Department 53095 Main Rd P.O. Box 1179 Southold, NY 11971 Attn. Michael Verity Chief Building Inspector Re: Harvest Pointe at Cutchogue Basement Code Conformance Unit# 104—Permit#46393 Dear Inspector Verity: Please be advised that the basements of the above referenced units constructed on site meet the requirements for conditioned space as defined in the 2020 Energy Conservation Construction Code of New York State, R402.2.9 Basement walls. Walls associated with conditioned basements shall be insulated from the top of the basement Wall down to 10 feet(3048 mm) below grade or to the basement floor, whichever is less. Vemitted, ,��FtED ARc ��\5 �oOERT�jy�L�j� 8 -G AIA, LEED AP .9 023810 Q T�OF NE�y SCOTT A. RUSSELL }'.�� 'c. MICHAEL M. COLLINS, P.E. z�'ti :. : , SUPERVISOR �� .; TOWN EliTGINEER TOWN HALL - 53095 MAIN ROAD }` �, TOWN OF SOUTHOLD,NEW YORK 11971 Tel. (631)-765-1560 .;,, { Fax. (631)-765-9015 X41 O LVEL:QQI'1119s a ciw -SOLMIOkn:{vYk OFFICE OF THE ENGINEER TOWN OF SOUTHOLD Brian Cummings June 3, 2022 Planner Southold Town Planning Department 54375 Main Road Southold, New York 11971 Re: Harvest Pointe—Units 47-58& 103-104 Chapter 236 Inspection Dear Mr. Cummings: I have inspected Harvest Pointe and determined that the developer has achieved final stabilization for the front lawn areas of units 47-58& 103-104. The rear areas and some side areas have not achieved final stabilization but have been seeded and should be fully stabilized within two weeks. Additionally, the driveways of these units have not yet been paved but the base material has been placed and thoroughly compacted. Due to the location of the units, any stormwater runoff from areas that have not yet achieved final stabilization will not migrate off site. Therefore, the Engineering Department has no objection to Certificates of Occupancy being issued for these fourteen (14) units at this time. If you have any questions concerning this review please do not hesitate to contact my office at(631)765-1560. Sincerely, Michael M. Collins, P.E. Town Engineer cc: Michael Verity, Chief Building Inspector OFFICE LOCATION: - MAILING ADDRESS: Town Hall Annex' - P.Q.Box 1179 A U� '4 " Southold,NY 11971 54375 State Route 25 (cor.Main Rd. &Youngs Ave.) 5` Telephone:631765-1938 Southold,NY - Ji www.southoldtown-0y.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD June 7, 2022 Mr. Henry Alia Rimor Development LLC P.O. Box 908• Cutchogue, NY 11935 Re: Site Plan Inspection, Certificates of Occupancy Units 47—68, 103 & 104 The Heritage @ Cutchogue aka Harvest Pointe 75 Schoolhouse Rd., corner of Schoolhouse Rd. &'Griffing St., Cutchogue Dear Mr. Alia: The Planning Board has found that the requirements for Units#47—58, 103 and 104 of the above-referenced Residential Site Plan have been completed based on the site inspection made on May 31, 2022. These units'and the supporting infrastructure on site are now-in general conformance with the approved site plan dated September 26, 2017 and the Planning Board supports the issuance of a Certificate of Occupancy for these fourteen (14) units. Please note that there are many ongoing conditions of the site plan approval, with the . most relevant to the occupancy of the residential units being no parking of vehicles, equipment, or dumpsters and no staging of materials on the internal streets being used by residents. These conditions will continue to be enforced. This letter does not condone any changes from the approved site plan and approvals from other agencies. Please call the Planning Department with any questions. Respectfully, ' Donald J. Wilcenski Chairman cc: Michael Verity, Chief Building Inspector Michael Collins, Town Engineer 9:11 2 People E a J. ..rte Unit 104 pressure test Yesterday 1:58 PM John/ Town "of Southold Building Inspector All good Cl y. i a! 4 t _ _ k^ t s Mai � r r 1 f ��� - �c�3��- 2� � - , _. �� �� .t._ � f ... _ „. w� � 1 � "�.. t y ;��` :��:� �" ! _ - � - - .E � ,� ' t , ._ = r `� � ' ■ c �� :� ��� ��- .. . ,,_ � _ .. .�, ... ,� �- � �. , �� �-_:_ .� '� ti�.. f �. . � -- t� �` t, J "Y S �+�� _.. �� e � 4 .i 1 t S j _ _ I �p W a _ N. .� � mlt� e `tea•� L� c c)I 2 j 1 { .a�_.w._.. x'� -T � � .• - mow.-..��0 L s r ak � Ll 39 rt �rEp R f ,71 �h a P4 S kr I, '`;�i 441 L4 <i - r r: 1 � R� 1 Vr i \ - 9 w �f R Ypr. y - _ i. t� s 1 ' y i s yc I - i w • 'FF A i G i - k: All - . �� ..�, u �" ,�Y: <. �+. f ��I��,. -- _ .`� _y,. :� ,.. '�' -o � .�-� _ ?!�'� _y .. /ov 1Y, - r fa F } fi NN tea+' 4 tY ,` . �` � ��>`•. ..,`tel^ �' e F 11yp1� ty.�i��y'�y}!�jy���� L � y �/.� '--,c� � \ '- '��� �x� ♦\ �� %.� FIELD INSPECTION REPORT T COMMENTS s �r ovmumd' FOUNDATION(1ST) 1 H --------------------------------- dv- --- C76k,*.kq C* C FOUNDATION(2ND) STNim o<< O o ROUGH FRAMING& PLUMBING `� 1 - r h%V UVWa r INSULATION PER N.Y. S y STATE ENERGY CODE 1 l FINAL G ADDITIONAL COMMENTS -e 'c- rem � o oLln Qt44, Z;ZmuIQ J Q� � d t ro y 1,O k-) Q�ofFoiG TOWN OF SOUTH®LD—BUDDING DEPARTMENT y� Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631) 765-9502 https://www.southoldtownnv.90V Date �j For Office Use Only . �J Ii : PERMIT NO. Building Inspector: Applications and forms must be filled out in their entirety.Incomplete applications MAY 2 1 2021 will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. L17.1—DING 1M;T. APPLICATION FOR BUILDING PERMIT Date: OWNER(S)OF PROPERTY: Name: Rimor Development Ta ap#:SCTM#1000- 102.01 - 02-�L'� Physical Address: ���� l�I?� LCj -� n l 35" Phone#: 631-678-2667 Email: team a65@gmail.com Mailing Address: CONTACT PERSON: Name:Henry Alia Mailing Address: PO Box 908 Cutchogue, NY 11935 Phone#: 631-678-2667 Email: teamalia65@gmail.cam DESIGN PROFESSIONAL INFORMATION: Name:GRCH Architecture Mailing Address: 3750 Express Dr. South Islandia, NY 11749 Phone#: 631-864-3395 Email: CONTRACTOR INFORMATION: Name:Rimor Development Mailing Address: PO Box 908 Cutchogue, NY 11935 Phone#: 631-678-2667 Email: teamalia65@gmail.com DESCRIPTION OF PROPOSED CONSTRUCTION, 2New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $300,000.00 Will the lot be re-graded? 2Yes ❑No Will excess fill be removed from premises? ❑Yes 0No PROPERTY INFORMATION Existing use of property: Intended use of property: Condo-resitdential Date of Purchase: Name of Former Owner: 1 Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? 2Yes ONO IF YES, PROVIDE A COPY. 0 Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant Section 210.45 of the New York State Penal Law. Application Submitted By(print -°a He Alia Authorized Agent ❑Owner Signature of Applicant: r- Date: STATE OF NEW YORK) 1 SS: COUNTY OF Suffolk ) Henry Alia being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the Agent (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of PAIOLLI, 20 J No ry ublic SHERRY PIRONE PROPERTY OWNER AUTH0R110T6M.PuBLIC,STATE OF NEW YORK egistration No. 01PI6388308 (Where the applicant is not the ner Qualified in Suffolk County Commission Expires March 04, 2023 I� residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name A �1 �� BUILDING DEPARTMENT-Electrical [Inspector C TOWN OF SOUTHOLD C.5 02 Town Hall Annex - 54375 Main Road - PO Box 1179 tF SEP Southold, New York 11971-0959 vVT- Telephone (631) 765-1802 - FAX (631) 765-9502 roger.richef-L(cD-town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: Company Name: M cftA(L Name: License No.: email: JeC Address: R;-z ::1�4 Q-L&U% to J Phone No.: . 1a 0 JOB SITE INFORMATION: (All Information Required) Name: )11 ani 03 cuicht�'cul-e- Address: 41 k6-k- L64CVAM 104 0-,U"—Mg,AA4 Cross Street: lkhA�e- La Phone No.: Lo Bidg.Permit 14 o393 email: Aecu. wu-,4 u)—s'o Tax Map District: 1000 S2522L_W,� Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Clrc�e All That Apply: Is job ready for inspection?: YES iZO Rough In Final Do you need a Temp Certificate?: NO Issued On q-,�k)j emall, Tamp informati (All information required) Service Size 1 p 3 Ph Size: _tSIC� A # Meters Old Meter# �!EewSei�rvi a - Fire Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead PUnderground Laterals 1 ) 2._ H Frame Pole Work done on Service? Y N Additional Information:` PAYMENT DUE WITH APPLICATION Iry rst /\\-v 82-Request for Inspection FormAs C v`n $ BUILDING DEPARTMENT- Electrical Inspector TOWN O1:SOUTHOLD o ,__,ToWn Hall Annex - 54375 Main Road - PO Box 1179. �� : 04 P :2 p ?02� Southold,',New York 11971-0959 Telephone.(631)765-1802--'FAX(631) 765-9502 roper.richert(cr�town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: ►(? ^ Iei Date: Company Name: cft-Llrh_TM e., ; Name: License No.: _J bbfn n 6 email: -T eL , C . Address: Phone No.: — to - L lL JOS SITE INFORMATION: (Alf information Required) c Name: y� j- (�' iF✓ -� Address: '7._ UQ.dt I, f ��. X13.5 . - _ Cross Street: `— Phone No.. j - Bldg Permit 4628-3 email: a Tax Map District: ' . 1000 Section: JCQ,cam Block: Q Lot. BRIEF DESCRIPTION OF WORK(Please Print Clearly) Circle All That Apply: Is job ready for inspection?: YES NO Rough In Final Do you need a Temp Certificate?: E61 NO Issued'On , Y11J-._�`'aa- 2/ Tamp Informatio (Ali information required) Service Size 1 P 3 Ph Size: _1E U A # Meters�^ Old Meter# ew Servi - Fire Reconnect- Flood Reconnect-Service Reconnected -Underground - Overhead Underground Lateralsin 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION 1'y\ 82-Request for Inspection FormAs �� y4 PERMIT `dr Switches L Outlets ' G F I's r ti of Surface. Sconces l'I HH's uC-Cts Fans ........ .......: .. ...... .... .. ... ._. .._ ....._ .. . .. - .. .-.. . ..... ... .. ...-., r.... .... . ...,....... ..... . • . Exhaust I *14 Oven W/D Skes I DW _. Mini.. R .,.:., .. .. w Carbon., _ •.IVlicro- Generator.: ombo _._...... .x._: . . _...__..._. ._.. .-. TransCooktop fer{ AC AH. ` Hood. Service . .Amps' 'Have- Used`' Special:,. 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O = GI�IC7IAIEEpi9 U S CERTII;ICATIC;�a LU F?ELI;� ao > U SueMIT PE, OR R.A. CERTIFICAJ-joN Z O W FOR INS i'ALL,�Ti P4 AI:i� :OtdS i ItC1CTIQ.AI �° C) (n OF � ®C o FOR FIt+IA-LAPPRCVAL. I LL pJ" �3 , Suffolk county I�epart�ent of Health Svr?�tces � � :ti C- =� Approval for C�nsta°�aetion-Other�?��Single 1^ami�, c? Reference No. C—lo ®� Design Flow PROJECT NO.: ®®®�� Use(s) �Z�_� � _��_ " These plans have been reviewed for general eon Form tli auffoll� DRAWN BY: KCK County Department of Health Services standards, relating to coater CHECKED BY: TFL supply and sewage disposal. Regardless of any omissions, DATE: _ inconsistencies or lack of detail, construction is required to be in accordance with the attached permit conditions and applicable SCALE: AS NOTED standards,unless specifically waived by the Department,This approval FILE NO.: expires 3 years from the approval date,unless extended or renewed. ' - o a cADD: 000zs_SPP �ppraval Date Reviewer SHEET NO.: RQVkQd Plan Approved_ / r pi ' S — Z®2ry' F 5 S.C.D.H.S. APPROVAL FECEIPT SUFFOLK COUNTY GOVERNMENT SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES, DIVISION OF ENVIRONMENTAL QUALITY OFFICE OF WASTEWATER MANAGEMENT, 360 YAPHANK AVENUE, SUITE 2C, YAPHANK, NY 11980 (631) 852-5700 Today Date: 10/14/2020 Application: R10170146-ZEC Application Type: Single Family Residence Application Address: Fee Allocation: Fee Item Description Fee Amount Amount Paid Amount Paid Total Balance Due Renewal or transfer of application $125.00 $125.00 $125.00--------------------------------------------- $0.-- -- ------------------------------ Total: ------------------------ --------- $125.00 $125.00 $125.00 ---- - $0.00 ----------------------------------------------------- $0.00 Receipt No. 413725 Payment Method Check# Amount Paid Payment Date Payor Comments Check 1541 $125.00 10/14/2020 RIMOR DVELOPMENT LLC Contact Info: RIMOR DEVELOPMENT LLC RIMOR DEVELOPMENT LLC P. 0. BOX 908 CUTCHOGUE, NY 11935 Work Description: SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES FOR OFFICE USE ONLY OFFICE OF WASTEWATER MANAGEMENT Health Department Ref.No. 360 YAPHANK AVENUE,SUITE 2C,YAPHANK,NY 11980 (631)852-5700 OR HealthWWM@suffolkcountyny.gov APPLICATION TO UPDATE AN EXISTING PERMIT TO CONSTRUCT SEWAGE DISPOSAL ANIS WATER SUPPLY FACILITIIES FOR A SINGLE FAMILY DWELLING REFER TO REVERSE SIDE OF THIS FORM FOR INSTRUCTIONS PLEASE COMPLETE APPLICABLE SECTIONS OF THIS FORM. ALL SIGNATURES MUST BE ORIGINAL. SECTION I FOR ALL RENEWALS AND TRANSFERS EXISTING REFERENCE NUMBER: R10-17- Q Tax Map No.: 1000 District Section Block Lot _L4 � Name of Current Applicant. Rimor Development LLC Tel#: (631) 735-9200 Mailing Address:PO Box 908, Cutchogue, NY 11935 Email Address:teamalia65@gmail.eom Name of Current Agent: Henry Alia FTel#: (631) 678-2667 Mailing Address: PO Box 908, Cutchogue, IVY 11935 Email Address:teamalia65@gmail.com DATE OF ORIGINAL APPROVAL: 09/08/2017 *If more than 6 years old and SCDHS site inspections have'not been rformed,a new a lication will be re uired SECTION 2 FOR TRANSFERS WITH PREVIOUS APPLICANT/AGENT PERMISSION Name of Previous Applicant/Agent: Tel#: ( ) - I hereby transfer all rights and interest in the above referenced permit to the new applicant named above; Signature of Previous Applicant/Agent: Date: SECTION 3 TFOR TRANSFERS WITHOUT PREVIOUS APPLICANT/AGENT PERMISSION Name of Previous Applicant's Tel#: ) Architect/Engineer/Surveyor: - I hereby authorize the above named current applicant to use the previous applicant's survey/site plan for this project prepared by me; for the purpose of transferring the above named reference number and its site design. Architect/Engineer/Surveyor's signature: Date: F ION 4 FOR ALL RENEWALS AND TRANSFERS ation is hereby made to[ ]TRANSFER,[OdRE W(check applicable) a permit to construct in accordance with this tion,surveys and plans submitted. I herebycerti8 at I have examined this complete application and the statements therein e and correct,and that all work shall be done in do ord ce with all applicable Town,County,State and Federal Laws. "Any false statement made herein is punishable as a misde4ne nor Oursuanttq S210.45 of New York State Penal Law." Signature of Current Applicant/Agent Date Print Name of Current Applicant/Agent enry Alia Title Agent/Project Manager DEPART IE E ONLY Permit is Transferred/ ene Until 1? P 2-3 Number of Bedrooms Approved MIA Signature of Department Representative Date /0 WViTM-104 (Rev.02/12) C Ioy q�39 INOTES: y 43.8' L__ THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE ci PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. 8.4' J MO IT ZTICLE 145. RIS A OFESSIONAILL ENGINERNGON OF NEW RAND LAND SURVEYING,EK STATE EDUCATION LAW CTIO209 FOR ANY uj Z Q OM PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OFALICENSED 0Z PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY.IF AN O F- W ALTER NG ENG EER OR LANDS RVEYOR SHALL AFFIX TO THE ITEM H S SEAL DBEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED, E4' 0LL Z7 /� THE NOTATION'ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH &D ZLL z V" ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. of �0 ip V� COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'SBLUE INKED rI CD LU n'3� 0 SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. M Z- 1__, NO PHYSICAL EASEMENTS ON PROPERTY UNLESSNOTED.RECORDED EASEMENTS 3 Z 1 /i /� /i y ' 0OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED. O 28.5' U/lJ/iJ�' V 1 ,Lu PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE 2 Z CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, I "' SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS 2N °05'40" E 37.26' OTHER THAN VISIBLE PERMANENT STRUCTURES. zo Z LU Z 2 COPYRIGHTO NELSON&POPE,ENGINEERS AND SURVEYORS.ALL RIGHTS 00 28 5' "! 20.5' o O W - RESERVED. NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, o D.F- N W CV �/ /'� RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED N I Q a I'1 (9 C4 1..1- Q IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN 't O } 1.0 (6 d PERMISSION OF THE SURVEYOR. CO m Q co 3.3' Z 11 I Q N L� THIS PLAN WAS PREPARED TO ASSIST IN OBTAINING FRAMING PERMITS FROM LOCAL Z =¢ Q II C7 w PURPOSE. MUNICIPALITIES AND IS NOT AUTHORIZED NOR GUARANTEED FOR ANY OTHER 3 ZO Z o 12.8' c:) f D `' CV L6 Q O 0 W I Dz LL co O c� I 8.3, OLL 0 4.9' c0 fn Q io I N 1.511. 43.9' 2 N 53005'40"E 42.11' w I CV OR I O CD o � � NES Y � — co o � �'� O�p ®,P I a 0�� C�1 ��f I& cr S 8167,783E R Sys MO.� 2�3 J4/ NOV 1 6 2021 J Q I ND S BUILDING DEPT. O ,gW am �� 0. Z) 1 0 / TOWN OF SOUTHOLD ) °��� Q o 10 ° I,- M co C I 10-27-2021 FOUNDATION LOCATION FOUNDATION AS-CONSTRUCTED 167.99' (ACTUAL) `� R=275.00' FOR UNITS 103-104 L=77.85' S52°55'20"W UNIT DESIGNATION MAP OF W w HARVEST POINTE CONDOMINIUM 2 N o FILE NO.:490 FILED September 28, 2020 CV O SITUATED AT S 40°52'38" E o CD TOWN OF I CUTCHOGUE 27.03' a' `�' �~, SOUTHOLD TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK d' S.C.T.M.DISTRICT 1000,SECTION 102.01,BLOCK 0200,LOTS 047.000&048.000 S52055'20"W NELSON & POPE 19.24' w^ ENGINEERS & SURVEYORS _ ��' 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 `c,_ PHONE(631)427-5665 FAX(631)427-5620 Z ~ WWW.NELSONPOPE.COM W � � SCHOOL HOUSE DRAWN BY: NP CADD No.: 000zs IS SCALE: (p LANE CHECKED BY: MS FILE NO.: 1"=30' c SHEET NO.: 'I OF'I DATE: 11-01-2021 PROJECT NO.: 00026 s•, ODI c �D O MOTDULLE NOTES: J N THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE v 43.8' ao PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE clim NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, I 1.5' &! PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. z w 7.3' 8.4' W LU 4 9,�? m IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, U y W It W PROFESSIONAL ENGINEERING AND LAND SURVEYING.SECTION 7209,FOR ANY Z i� q U U PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OFA LICENSED O a0 iri LL Z C)R Z PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY.IF O I U U (y( .-m m n O> m AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE O W }Q F- 11 11 aQ w It m ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND 1 4'Ix— J-I 0_ THE NOTATION'ALTERED BY FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH 701 14.2' 0 U)(y� Z IL W _ a ---� ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. (Q _�' '� r 12'6' m COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED I � O N I LU �`! BIT.DRIVE � SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. p0 3.3' 0 W/8"PAVER O EGRESS j- I BORDER I p NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS I WIN WELL, I U L') 1 b I Q H OR RIGHT OF WAYS.IF ANY.NOT SHOWN ARE NOT CERTIFIED. TYP. 28.5' ° '40" E 37.26 _� w PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE N N 5305 '20.5' CONDITIONS IF ANY.INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, GAS METER I LECT.MERE O W SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS OTHER THAN VISIBLE PERMANENT STRUCTURES. I I a D1° m tl COPYRIGHTp NELSON 6 POPE,ENGINEERS AND SURVEYORS.ALL RIGHTS Fl 20.5 C OIU U m D- RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING. EGRESS 28.5' C4 O RECORDING OR BY ANY OTHER MEANS.OR STORED,PROCESSED OR TRANSMITTED WIN.WELL, W I m N IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN I TYP• ^ BIT.DRIVE PERMISSION OF THE SURVEYOR. O I q 1.0 W/8"PAVER I v � DO 3.3' W ¢ iv BORDER (L F— O 2ND STY.O/H� 0 2 W Q 10 w U w 14.1'' 0;i 90 v, C7 12.8' I o O Z o v tri \\W 1 w 3' >-W <-m m LU CV } uu w crz zO - b OL, Zi LL 0> 0aLO. LU o° m Ld OIU ��LL asco o o z N a l cY) Q �j 4.9' co U) Z I a 7.2' Fo 00 I N 1.5' cJ r; O� N 1-0 9' 43. �` pAVID p 0 o I N 53°05'40"E 42.11' LU Cr co It a m I Ui DI C14 LU DI m IA R -Ibro t, 2 Q 1 0 CD f � ''nli;.l�W M U' co A L p sJ S 81034'23" E d R 67.78' COo � Iw s�� ��S 0 mac, 1c U °\P Q 0 LQ � n M (n 10-27-2021 FOUNDATION LOCATION FINAL SURVEY 167.99' (ACTUAL) N 01-25-2022 SANITARY AS-BUILT FOR UNITS 103-104 R=275.00' 04-20-2022 FINAL SURVEY UNIT DESIGNATION MAP OF L=77.85' S52055'20"W HARVEST POINTE CONDOMINIUM 2 W w FILE NO.:490 FILED September 28,2020 SITUATED AT N : CUTCHOGUE It TOWN OF I TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK S 40°52'38" E o M ° N 0 S.C.T.M.DISTRICT 1000.SECnoN 102.01.MOCK 0200,LOTS 047.000 a 018.000 27.03' 0 co SOUTHOLD N sOL NELSON + POPE S52°55'20"W 19.24'�//�— engineers•architects•Surveyors z 70 Maxess Road,Melville,NY 11747. 631.427.5665•nelsonpope.com ~ Z INDIVIDUALSURVEYS DRAWN BY: NP ADD No.: 00026_1 SCALE: LL W SCHOOL HOUSE CHECKED BY: MS FILE NO.: SHEET NO.: 'I OF'I 0 U) LANE DATE: 04-22-2022 PROJECT NO.: 00026 1"=30' s.� NOTES: THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE al (p PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE co 3 I I I T NOT INTENDED TO GUIDE THE ERECTION OFFENCES,RETAINING WALLS,POOLS, NPLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. 3 I O w F4 IL D 0 IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, I I PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FORANY .ONTRQ I ; 1 i PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED L�,,�� iZI PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY.IF fvIODUL -" 0 0 AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE DI O a Q O 3 I c7 w :U > < ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND j v 43.8' op ; D p1 (n z THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH I" WATER � _{ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. Z�q_� a c+i SERVICE I I I e I 12 -G CO o 0_ `- .5, 1 5 1`• G)O COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED N x 8 4' r W W W 3 c0 w '! -� r ('� SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. Co I GUJ O W W 4 9'cq I 1 ro � `= TF O NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS > .-D 3 I I 71 W7 3 2 z / OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED. ZN - � z cry 3 U- C) i4 c7 w Oj Z 'D .� !d. r UNDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED W 0 r ISI LU o7 ti; �-h 'V AS TO ACCURACY,EXISTENCE,EXACT LOCATION,TYPE OR USE,ACTIVE OR INACTIVE. rr'' ELECTRIC AND GAS UTILITY LOCATION PROVIDED FROM PSEG DISTRIBUTION DESIGN rn O U ,a 14' o W z __< 3�3U I U ,V 0 PLAN DATED 7/21/18.LOCATION OF GAS AND UTILITY IS APPROXIMATE AND LOCATED }} M -"'I TYPICALLY IN THE SAME TRENCH.ACCURACY OF UTILITY IS NOT GUARANTEED NOR IS Z'n 0E- � W 12.6' W �O w O Ca IT1 0 THERE ANY GUARANTEE THAT ALL EXISTING UTILITIES ARE SHOWN ON THIS MAP. O 22' N 0! I it 10 1 W `° - CONSULT WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR H 4"SDR-35 j 3.3 I Q ST DRIVE SE 3�3� v = FURTHER DESIGN. >LQ 1 Z v g>`D I Q 1.0' W�8"PAVER o ¢ o LCL+', O C7 O PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE Z o ❑?M U O BORDER I O 10 1 U W �+ 1 m CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, Co. o 28.5' O o 0 3 3 I-- (J� Y SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS m ni 20.5' G E W ' ' 'p'I (� OTHER THAN VISIBLE PERMANENT STRUCTURES. GAS G G COPYRIGHTO NELSON&POPE,ENGINEERS AND SURVEYORS.ALL RIGHTS cl) METER ELECT.°DI 3 3 I ® 0 >LLI RESERVED. NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, 1 cD n RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED �- METER 07 1 1 °� Q Iw 0 IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN M W 2B 5' N 20.5' o I U 3 3 0 W U a v' M PERMISSION OF THE SURVEYOR. �D. .Q w 03 aj� (� 0 r STONE BASE . I I SHOWN IMPROVEMENTS AND/OR POSSESSION,IFANY,NOT LOCATED,NOT Oy zM 1.0 DRIVE 1 I � s >rn 1 24' C; I 9 W/8"PAVER I U 3 3 c0 w ALL SANITARY PIPING 4"AND 8"SDR-35,TYPICAL. zo 3.3' W Q N BORDER !^ - r�l 4"SDR-35 jcq N U` O 1 1 I I vJ (� W z zM O1 �0 _ 128' =gip o ,3' u-z o 3 3 W z<9 rrq != ZN > - O j Lo p LU Z UIuj I.-Q ZaW, 3 3 � U) 8.3 4.9' oo I I Y ' w 1" WATER 3 3 ••L 20 1 5' c! SERVICE N a W W W I C7 W �! ®F NE��(/ 43.9' � 3 3 I I ` V DI �,j OP.VIto) Q Ix WD Lu LLj LULU 0 °° ;aWW S D.o� 3 �Ci JUN ® � � 2022 II AN euFi' cru.times a 10-27-2021 FOUNDATION LOCATION SANITARY SANITARY SYSTEM AS-BUILT TABLE 01-26-2022 SANITARY AS-BUILT STRUCTURE NAME TIE A TIE B FOR UNITS 103-104 UNIT DESIGNATION MAP OF UNITS#103- E 0 ST-1 31 34.8' HARVEST POINTE CONDOMINIUM 2 ST-2 36.9' 29.3' FILE NO.:490 FILED September 28, 2020 SITUATED AT LP 15.1' 57.8' CUTCHOGUE TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK S.C.T.M.DISTRICT 1000,SECTION 102.01,BLOCK 0200,LOTS 047.000&048.000 HEALTH DEPARTMENT REFRENCE NUMBERS&AREA'S � � NELSON + POPE UNIT No. HD REF No. HABITABLE AREA GARAGE AREA TOTAL GROSS FLOOR AREA 103 R10-17-0157 1,999 S.F. 486 S.F. 2,485 S.F. I Ile ®IgBAe31 •8�h19tS•$UN®/®� 1,999S.F. 486 S.F. 485 S.F. 1Q4.• 70 Maxess Road,Melville,NY 11747. 631.427.5665. nelsonpope.com DRAWN BY: NP CADD No,:INDIVIDUALSURVEYS 00026_1 SCALE: CHECKED BY: MS FILE NO.: SHEET NO.: 'I OF 'I DATE: 02-09-2022 PROJECT NO,: 00026 1"=30' t Da APP OV11�ED AS NOT D ELECTRICAL DATE:: B.P.# a �- (�� � INSPECTION REQUIRED FEE: NOTIFY _. BUILDING . .7 ARTM AT TRUSS PLACARDINQ REQUIRED 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1:'FOUNDATIONS TWO REQUIRED FOR POURED CONCRETE -2. ROUGH.= FRAMING & PLUMBINGPLUMBER.CER_TIFICATION 3:_ FINAFINAINSULATION, 4. ON LEAD CONTENT BEFORE_ L - CONSTRUCTION MUST CE4t1#ICAtE;DFOCC UPA..NCY BE COMPLETE FOR C.O. -&- > ALL-CONSTRUCTION SHALL MEET THE SOLDER 08ED(,,1N WAITER REQUIREMENTS OF THE CODES OF NEW SCIPPLYSYS TfM CANNOT YORK STATE. NOT RESPONSIBLE FOR E 6C b 2/10 OF ?% f_F_4 r) DESIGN OR CONSTRUCTION ERRORS. COMPLY WITH ALL CODES OF l � NEW YORK STATE & TOWN CODES i.PLUPLUM BiNG WASTE AS REQUIRED AND CONDITIONS OF . •WATER LINES NEED J� TING BEFORE COUERIrs". SOUTHOLD TOWN PLANNING BOARD rUUTR0tDT6WIfTRUMES N S-B€ _ a Q1 PROGEED`II7I ;� �ING't�NTlk: 05FOUNDATION LOCATION OCCUPANCY OR . )4MB=EN APPROVED. USE IS UNLAWFUL WITHOUT CERTIFICATE Must provide Manuals OF OCCUPANCY D, J and s as per NYS Energy Code Blower door r. and ductwork RETAIN STORM WATER RUNOFF testing required. PURSUANT TO CHAPTER 236 OF THE TOWN CODE. PLANS ARE IN CONFORMANCE WITH THESE APPLICABLE CODES: 2020 RESIDENTIAL CODE OF NEW YORK STATE R302.12 Draftstopping. In combustible construction where there is usable space both above and below the concealed space of a Section R316 Foam Plastic TABLE 1405.1 floor-ceiling assembly, draftstops shall be installed so that the area of the concealed space does not exceed 1,000 square 1316.1General. The provisions of this section shall govern the materials, design, application, construction and installation of foam plastic Properties of Soil Classified According to the Unified Soil Classif 2020 EXISTING BUILDING CODE OF NEW YORK STATE feet. Draftstopping shall divide the concealed space into approximately equal areas. Where the assembly is enclosed by a materials. UNIFIED SOIL floor membrane above and a ceiling membrane below, draftstopping shall be provided in floor-ceiling assemblies under the R316.2 Labeling and identification. Packages and containers of foam plastic insulation and foam plastic insulation components delivered to GRIL CLASSIFICATION 2020 FIRE CODE OF NEW YORK STATE following circumstances: the job site shall bear the label of an approved agency showing the manufacturers name, the product listing, GROUP SYSTEM SOIL DESCRIPTION ;RWAI 2020 P g, product identification SYMBOL ECHANICAL CODE OF NEW YORK STATE 2. Floor framing is constructed of truss-type open-web or perforated members. and information sufficient to determine that the end use will comply with the requirements. cw HELL GRADED GRAVELS, GRAVEL SAND MIXTURES,R 302.1.12.1 Materials. Draftstopping material shall be not less than 1/2 inch gypsum board, 3/8 inch wood structural R316.4 Thermal barrier. Unless otherwise allowed in Section R316.5, foam plastic shall be separated from LITTLE OR NO FINES 2020 PLUMBING CODE OF NEW YORK STATE panels. the interior of a buildingb an approved thermal barrier of not less than 1 Y inch gypsum wallboard. GP POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES, R31 6.5.3 Attics. The thermal barrier specified in Section R 316.4 is not required where all of the followingapply: LITTLE OR NO FINES GO( 020 PROPERTY MAINTENANCE CODE OF NEW YORK STATE AND NEPA 70 R302.13 Fire protection of floors. Floor assemblies that are not required elsewhere in this code to be fire-resistance rated shall be GROUP I SW WELL GRADED SANDS, OR GRAVELLY SANDS, q 1. Attic access is required by Section 1807.1. LITTLE OR No FINES GOC 2020 NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE- provided with a 1/2 inch gypsum wallboard membrane, 5/8 inch wood structural panel membrane, or equivalent on the 2. The space is entered only for purposes of repairs or maintenance. SP POORLY GRADED SANDS, OR GRAVELLY SANDS, underside of the floor framing member. 3. The foam plastic insulation has been tested in accordance with Section R316.6 or the foam plastic insulation is protected GM Lrm RR NO FINES GOC RESIDENTIAL PROVISIONS Exceptions: against ignition using 3/8 inch gypsum board. SILTY GRAVELS, GRAVEL SAND SILT MIXTURES SECTION 1101 4. Wood floor assemblies using dimension lumber or structural composite lumber equal to or greater than 2 inch by 10 inch. R316.5.11 Sill plates and headers. Foam plastic shall be permitted to be spray applied to sill plates and headers or installed in the SM SILT' SAND, SAND SILT MIXTURES Goa GENERAL Derimeter joist space without the thermal barrier specified in Section R316.4 subject to all of the following: GC eLAYEY GRAVELS, GRAVEL SAND CLAY MIXTURES MEDII Section 1303 I. The thickness of the foam plastic shall be not more than 3Y inch. CLAYEY SANDS, SAND CLAY MIXTURES R101.2 The provisions of the 2020 Residential Code of NYS for One and Two Family Dwellings shall apply to the construction, alteration, Light, Ventilation and Heating Gc MEDIC p y g pp y 2. The density of the foam plastic shall be in the range of 0.5 and 2.0 pounds per cubic foot. ML INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR, movement, enlargement, replacement, repair, equipment, use and occupancy, location, removal and demolition of detached one and R303.1 Habitable rooms. Habitable rooms shall have an aggregate glazing area of not less than 8 percent of the floor area of such 3. The foam plastic shall have a flame spread index of 25 or less and an accompanying SILTY oR CLAYEY FIND SANDS OR CLAYEY SI rooms. ponying smoke developed index of 450 or less GROUP 2 SLIGHT PLASTICITY SILTS WITH MEDII two family dwellings and townhouses not more than three stories above grade plane in height with a separate means of egress Nhen tested in accordance with ASTM E 84 or UL 723. and their accessory structures not more than three stories above grade plane in height. Exceptions: CL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, R202 Definitions: 1. The glazed areas need not be operable where the opening is not required by Section R310 and a whole-house GRAVELLY CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN MEDIL Continuous Insulation: Insulatingmaterial that is continuous across all structural members without thermal bridges other that mechanical ventilation system is installed in accordance with Section M1507. Section 1317 Protection of Wood and Wood-Based Products Against Decay CLAYS 9 R317 All sills and plates on exterior foundation wall to be pressure preservatively treated in accordance with AWPA U1. fasteners and service openings. It is installed on the interior or exterior or is integral to any opaque surface of the building 2. The glazed areas need not be installed in rooms where Exception 1 is satisfied and artificial light is provided that is Foundation wood girders: wood 1404.1.6 Height above finished rade. Co g girders seated in exterior foundation walls to have min. 1 9 ncretf and masonry foundation walls shall extend I envelope. capable of producing an average illumination of 6 footcandles (65 lux) over the area of the room at a height of 30 yapped with aluminum flashing. /2 inch air space all sides or ends foundation at all points a minimum of 4 inches where masonry veneer is used anc Mezzanine: An intermediate level or levels between the floor and ceiling of any story. inches above the floor level. 1317.1 location required. Protection of w - 1404.1.7 Backfill placement. Backfill shall not b Windborne Debris Region: Areas within hurricane-prone regions located within 1 mile of the coastal mean high water line where R303.8 Exterior stairway illumination. Exterior stairways shall be provided with an artificial light source located at the to landin of q wood and wood based products from decay shall be provided in the following locations b the use anchor a placed against the wall until the wall has the stairway. Exterior stairways providing access to a basement from the outdoor rade level shall be provided with an of naturally durable wood or wood that is preservative-treated in accordance with AWPA U1 for the species, product, y ed to the floor above, or has been sufficiently braced to prevent damage by the ultimate design wind speed (Vult) is 130 mph or greater. 9 P and end use, P , preservative height of fill exceeds 4 feet. artificial light source located at the bottom landing of the stairway. R317.1.1. Field treatment. Field-cut ends, notches, and drilled holes of preservative-treated wood shall Section 1405 Foundation Drainage 1301.1.1 Alternative provisions. As an alternative to the requirements in Section 1301.1, the following standards are permitted subject to the be treated in the field in 9 limitations of this code and the limitations therein. Where engineered design is used in conjunction with these standards, the accordance with AWPA M4. R405.1 Concrete or masonry foundations. Drains shall be provided around concrete or masc enclose habitable or usable spaces located below grade. Drainage tiles, gravel or c design 1shall comply with the Building Code. Section 1305 R317.3 fasteners and connectors in contact with preservative treated and fire retardant treated wood. Fasteners, including nuts and other approved systems or materials shall be ins 1. AWC Wood Frame Construction Manual (WFCM). (2015 EDITION) ' "Ceiling Height " washes, and connectors in contact with preservative treated wood and fire retardant treated wood tolled at or below the to of footer R305.1 Minimum height. Minimum ceiling heights of 7-0 in habitable rooms. Minimum ceiling shall be in accordance with this shall discharge by gravity or mechanical means into P R301.1.3 Engineered design. Where a building otherwise conventional construction contains structural elements exceeding the limits of Section g 9 9 g heights of 6'-8 in bathrooms, toilet section. The coating weights for zinc coated fasteners shall be in accordance with ASTM A 153. Stain o an approved drainage system. rooms & laundry rooms. less steel driven fasteners Exception: A drainage system is not required where the foundation is installed on 1301 or otherwise not conforming to this code, these elements shall be designed in accordance with accepted engineering practice. rY shall be in accordance with the material requirements of ASTM F 1667. 9 Y q ' The extent of such design need only demonstrate compliance of nonconventional elements with other applicable provisions and shall Exceptions: mixture with soils according to the unified Soil Classification System, Group I Soils, be compatible with the performance of the conventional framed system. Engineered design in accordance with the International 2. A shower or tub equipped with a showerhead shall have a ceiling height of not less than 6 feet 8 inches above an area R 319.1 Address identification. Buildings shall be provided with approved address BuildingCode is permitted for buildings and structures, and p P PP identification. The address identification shall be legible Section 1406 Foundation P 9 parts thereof, included in the scope of this code. of not less than 30 inches by 30 inches at the showerhead. and placed in a position that is visible from the street or road fronting the property. Address identification atron Water pt where and Dam ro ' characters shall 1406.1 Concrete and Waterproofing PP ofrng R301.2.1 Wind design criteria. Buildings and portions thereof shall be constructed in accordance with the wind provisions of this code using 3. Beams, girders, ducts or other obstructions in basements containing habitable space shall be permitted to project to within contrast with their background. Address numbers shall be Arai mason foundation Arabic numbers or alphabetical letters. Numbers shall not be spelled masonry undation dampproofing. Except where required to be water P P P J earth and enclose interiors aces and floors b the ultimate design wind speed in Table 1301.2(2) as determined from Figure 1301.2(5)6. 6 feet 4 inches of the finished floor. cut. Each character shall be not less than 4 inches in height with a stroke with of not less than 0.5 inch. Where e P below the fire code official, address identification shall be provided in required by grade shall be dampproofed fron 1301.2.1.2 Protection of openings: Window glazing in windborne debris regions shall be protected to meet the requirements of the large missile 1308.4 Hazardous locations. The locations specified in Sections 1308.4.1 through 1308.4.7 shall be considered to be specific P additional approved locations to facilitate footing or b 6 inches below P PP emergency response. ( ) w the top of the basement floor to the finished grade test of ASTM E1996 & ASTM E1886 per section 301.2.1.2.1. Garage door glazing shall meet impact-resisting standards or hazardous locations for the purposes of glazing. Where access is by means of a private road and the building address cannot be viewed from the public way, a monument, pole ween the excavatione e.identify d t cr other sign or means shall be used eny the structure. Address identification shall be maintained. R406.3.3 Porous FillThe space between ANSI DASMA 115. 1308.4.2 Glazing Adjacent to doors. Glazing in an individual fixed or operable panel adjacent to a door shall be considered to be a and the foundation wall shall be bacN Exception: Wood structural panels with a thickness of not less than 7/16" and span not more than 8'-0" shall be permitted for hazardous location where the bottom exposed edge of the glazing is less than 60 inches above the floor. one-half of the backfilll heioght and covered with strips of 30 pound asphalt paper opening protection. Panels shall be precut and attached to the framing surrounding the opening. Panels shall be predrilled and 1. Where the glazing is within 24 inches of either side of the door in the plane of the door in a closed position. Section 1321 Elevators and Platform Lifts seepage while avoiding infiltration of fine soils. The remainder of secure with the attachment hardware provided. 2. Where the glazing is on a wall less than 180 degrees from the plane of the door in a closed position and within 24 R 321.1 Bevators. Where provided, passenger elevators, limited use and limited application elevators or private residence elevators shall soil as was removed during excavation. excavated area she inches of the hinge side of an in-swinging door. comply with ASME A17.1/CSA B44. TABLE 1301.2(1) R308.4.6 Glazing adjacent to stairs and rams g p g glazing Re 321.2 Platform Lifts. Where provided, platform lifts shall comply with ASME A18.1. R408.1 Ventilation. Crawl spG„e vents: Provide 1 s.f. of venting per 150 s.f. of floor area u CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA 9 j ramps. Glazing where the bottom exposed edge of the lazin is less than 36 inches above P � the plane of the adjacent walking surface of stairways, landings between flights of stairs and ramps shall be considered to be class one vapor retarder material. If this retarder material is used, provide 1 s.f. of GROUND Wind Design SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER Air Mean a hazardous location. Install vents within 3 feet of each corner of foundation. SNOW SPEED Topographical Special Wind DESIGN FROST LINE DESIGN UNDERLAYMENT FLOOD Freezing Annual Exceptions: Section R322 Flood Resistant Construction R408.4 Crawls ace access R 322.1 General. Buildings and structures constructed in whole or in part in flood hazard areas, including A or V Zones and Coastal A P panel to be min. 18" by 24". Openings through perimeter wall ; LOAD (mph) Effects CATEGORY WEATHERING TERMITE DECAY TEMP REQUIRED HAZARDS Index Temp 1. Glazing adjacent to walking surface and rail is installed 34"-38" above landing. Zones, as established in Table 1301.2(1), and substantial improvement and repair of substantial damage of buildings and ( P ) Wind bourne DEPTH R502.2.2 Blocking and subfloorin . Blocking for fa Region Debris 2. Glazing 36 inches or more measured horizontally from the walking surface. structures in floor hazard areas, shall be designed and constructed in accordance with the provisions contained in this section. 9 g fastening panel edges ti fixtures shall be a zone Buildin s and structures that are located in more than one flood hazard area shall Com I with the 9 9 py provisions associated with the subfloorin shall be wood structural panels as specified in Section 503.2. FIreblocki most restrictive flood hazard area. Buildings and structures located in whole or in part in identified floodways shall be designed R502.4 Joists under bearing partitions: Provide 2x full depth blocking ® 48" o.c. max. where MODERATE SLIGHT TO 10 and constructed in accordance with ASCE 24. allow for piping or vents. 20 140 NO (B) SEVERE 36" Yes X 1500 Section 1310 Emergency Escape and Rescue Openings TO HEAVY MODERATE Degrees UNFINISHED BASEMENTS IN A SINGLE FAMILY HOME & IN EACH TOWNHOUSE UNIT BASEMENT, ARE REQUIRED TO HAVE AT LEAST R 322.1.5 Lowast floor. The lowest floor shall be the lowest floor of the lowest enclosed area, including basement, and excluding any j ONE EMERGENCY ESCAPE AND RESCUE OPENING PER SECTION 1310. (Egress window & window well) 1502.6 The ends of each Rist, beam or girder shall have not less than 1 1/2 inches of b unfinished flood-resistant enclosure that is useable solely for vehicle parking, building access or limited storage provided that such than 3 inches of bearin on 1.2.1.4 Exposure category. R310.1 Emergency escape and rescue opening required. Basement shall have not less than one operable emergency escape and enclosure is not built so as to render the building or structure in violation of this section. g masonry or concrete or alternatively, the ends of joist 1. Exposure B. Urban and suburban areas, wooded areas or other terrain with numerous closely spaced obstructions having the rescue opening. strip and shall be nailed to adjacent stud. R 322.1.6 Protection of mechanical, plumbing and electrical systems. Electrical systems, equipment and coin components;size of single family dwellings or larger. Exposure B shall be assumed unless the site meets the definition of another exposure. p heating, ventilating, air 1502.7 Lateral restraint P R310.2.1 Minimum opening area. Emergency and escape rescue openings shall have a net clear opening of not less than 5.7 square conditioning; plumbing appliances and plumbing fixtures; duct g' nt at supports. Joists shall be supported lateral) at ends b full P P g t systems; and other service equipment shall be located at or above band or rim joist. Y y depth . Exposure C. Open terrain with scattered obstructions having a height less than 30 feet extending more than 1500 feet. feet. The net clear height opening shall be not less than 24 inches and the net clear width shall be not less than 20 the elevation required in Section 1322.2 or 1322.3. 1502.8 Exposure D extends downwind 600 feet from the partially obstructed area. Includes flat open country and grassland. inches. 2 Engineered wood products. Cuts, notches and holes bored in trusses Gtr Exception: Locating electrical systems, equipment and components; heating, ventilating, air conditioning; plumbing a _ structural con• Exposure D. Flat, unobstructed areas exposed to wind flowing over open water for a distance of not less tan 5000 feet. 1310.2.2 Window sill height. Where a window is provided as the emergency escape and rescue opening, it shall have a sill height of lumbin 9 P 9 ppliances and glue laminated members, cross-laminated ' 3. 9 p g fixtures; duct systems; and other service equipment is permitted below the elevation required in Section R322.2 or timber members or I-joists are prohibited Exposure D extends downwind 600 feet from the unobstructed area. not more than 44 inches above the floor; where the sill height is below grade, it shall be provided with a window well in R322.3 provided that they are designed and installed to prevent water from entering or accumulating within the components and manufacturer's recommendations or as shown gn these drawings. accordance with Section 1310.2.3. to resist hydrostatic and hydrodynamic loads and stresses, including the effects of buoyancy, Burin the P 1502.11.1 Wood Truss Design. <<;.od trusses shall be designed in accordance with approved Y Y. 9 occurrence of flooding toregisteredpp ed eng' R301.3 Story Height. The wind provisions of this code shall apply to buildings with story heights not exceeding 11 feet 7 inches and the R310.2.3 Window wells. The horizontal area of the window well shall be not less than 9 square feet with a horizontal projection and the design flood el q p � g elevation in accordance with ASCE24. Electrical wiring systems are permitted to be located below the required truss design professional where required by the statues of the jurisdiction P width of not less than 36 inches. The area of the window well shall allow the emergency escape and rescue opening to be elevation provided that they conform to the provisions of the electrical part of this code for wet locations. constructed. laterally unsupported bearing wall stud height permitted by Table 1602.3(5). Individual walls or wall studs shall be permitted to exceed these limits as permitted by Chapter 6 provisions, provided that story heights are not exceeded. An engineered design fully opened. R 322.1.7 Protection of water supply and sanitary sewage systems. New and replacement water supply systems shall shall be provided for the wall or wall framing members where the limits of Chapter 6 are exceeded. Where the story height limits R310.2.3.1 Ladder and steps. Window wells with a vertical depth greater than 44 inches shall be equipped with a permanently affixed minimize or eliminate infiltrate flood waters 'n Plu Y be designed to P Y on of into the system in accordance with the plumbing provisions of this code. Section Zinc Concrete Floors (On Ground) of this section are exceeded, the design of the building, or the noncompliant portions thereof, to resist wind loads shall be in ladder or steps usable with the window in the fully open position. Ladders or rungs shall have an inside width of not less R 322.1.8 Flood-resistant materials. Buildingmaterials and installation.2 o methods used for flooring and interior and exterior walls and wall 1506.1 Concrete slab on grades to be min 3-1/2 inches thick. accordance with the Building Code. than 12 inches, shall project not less than 3 inches from the wall and shall be spaced not more than 18 inches on center coverings below the elevation required in Section 1322.2 or 1322.3 shall be flood damage-resistant materials that conform to the 1506.2.2 Base. A 4 inch thick base cause consisting of clean graded sand ravel crushed vertically for the full height of the window well. provisions of FEMA TB-2. blast. furnace slag passing a course inch sieve shall be I 9 ' g ushed paced on the prepared sub rade R302.2 Townhouses. Common walls separating townhouses shall be assigned afire-resistance rating in accordance with Section 1302.2, 1310.2.3.2 Drainage. Window wells shall be designed for proper drainage by connecting to the building's foundation drainage system R 322.2.2 Enclosed area below design flood elevation. Enclosed areas 9 including crawl spaces, that are below the Exception: Abase course is not required where the concrete slab is installed on we Item 1 or 2. The common wall shared by two townhouses shall be constructed without plumbing or mechanical equipment, ducts required by Section 1405.1 or by an approved alternative method, design flood elevation shall: classified as Group ! according to the United Soil Classification System in accordance or vents in the cavity of the common wall. The wall shall be rated for fire exposure from both sides and shall extend to and be Exception: A drainage system for window wells is not required where the foundation is on well-drained soil or sand-gravel 1. Be used solei for parking of vehicles buil Y P 9 ding access or storage. R506.2.3 Vapor retarder. A 6-mil 0.006 inchpolyethylene Ight against exterior walls and the underside of the roof sheathing. Electrical installations shall be in accordance with Chapters mixture soils in accordance with the United Soil Classification System, Group I soils, as detailed in Table 1405.1. ( ) or approved vapor retarder with '� 4 through 43. Penetrations of the membrane of common walls for electrical outlet boxes shall be in accordance with Section 2. Be provided with flood openings that meet the following criteria and are installed in accordance with Section R322.2.2.1: shall be placed belwi en the concrete floor slab and the base course or the preparec R311.6 Hallways: min. 36" clear width. 2.1 The total net area of non-egineered openings shall be not less than 1 square inch for each square foot of enclosed area exists. The vapor re%jider is not required for Garages, utility buildings and other unhe 1. Where R311.7 Stairways where the enclosed area is measured on the exterior of the enclosure walls. 1. Where a fire sprinkler system in accordance with Section P2904 is provided, the common wall shall be not less than a 1-hour 1311.7.1 Width. Stairways shall be not less than 36 inches in clear width at all points above the permitted handrail height and below R 322.2.2.1 Installation of openings. The walls of enclosed - fire-resistance-rated wall assembly tested in accordance with ASTM E 119 or UL 263. 9 areas shall have openings installed such that: Section R602 Wood Wall Framing the required headroom height. The clear width of the stairway at and below the handrail height, including treads and landings, 1. There shall be not less than two openings 2. Where a fire sprinkler system in accordance with Section P2904 is not provided, the common wall shall be not less than aon different sides of each enclosed area; if a building 1602.3 Design and construction drug has more than one enclosed 9 ucton Components of exterior walls shall be fastened in accordarn 2-hour-resistance-rated wall assembly tested in accordance with ASTM E 119, UL 263, or section 703.3 of the Building Code. shall be not less than 31 % inches where a handrail is installed on one side of 27 inches where handrails are provided on area below the design flood elevation, each area shall have openings. � 1602.3(4). Wall sheathing shall be fastened directly to framing members and s both sides. 2. The bottom of each opening shall be not more than 1 foot above the higher of the final interior grade or floor and the R602.3(3). 9 hall c TABLE 1302.1(1) 1311.7.2 Headroom. The headroom in stairways shall be not less than 6 feet 8 inches. finished exterior grade immediately under each opening. EXTERIOR WALLS R311.7.3 Vertical rise. A flight of stairs shall not have a vertical rise larder than 151 inches (12.58') between floor levels or landings. 3. Openings shall be permitted to be installed in doors and windows; doors and windows without installed openings do not meet MINIMUM MINIMUM FIRE R311.7.5.1 Rises. The riser height shall be not more than 8 1/4 per supplement. the requirements of this section. TABLE 1602.3(1) FASTENING SCHEDULE EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE R311.7.5.2 Treads. The tread depth shall be not less than 9 inches per supplement. R 322.3 Coastal high-hazard areas (including V Zones and Coastal A Zones, where designated) Elevation requirements. HALLS FIRE-RESISTANCE RATED 1 HOUR 0 feet R311.7.5.3 Nosin s. A nosing 1. Buildings and structures erected within coastal hi DISCRIP11ON FASTENING a,b,c,d NOT FIRE-RESISTANCE RATED o HRURs 25 feet 9 g projection not less than 3/4 inch and not more than 1 /� inches shall be provided on stairways with solid high-hazard areas and coastal A Zones, shall be elevated so that the bottom of ( ) rises. the lowest horizontal structural members supporting the lowest floor, with exception of piling, pile caps, columns, grade beams and 1. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE THREE 8D COMMON. PROJECTIONS FIRE-RESISTANCE RATED 1 HOUR ON THE UNDERSIDE >_2 feet to <5 feet R311.7.8 Handrails shall be provided on not less than one side of each flight of stairs with four or more risers. bracing, is elevated to or above the base floor elevation plus 1 foot or the design flood elevation, whichever is higher. TABLE R302.1(2) 2. Basement floors that are below grade on all sides are prohibited.R 322.3.3Foundations. Buildings and structures erected in 2. CEILING JOISTS TO TOP PLATE THREE 8D COMMON. 1311.7.8.4 Continuity. Handrails for stairways shall be continuous for the full length of the flight with winders, at landings, or over EXTERIOR WALLS- DWELLINGS WITH FIRE SPRINKLERS lowest tread. coastal high-hazard areas and Coastal A Zones shall be supported on pilings or columns. 3. CEILING JOISTS (NOT ATTCHED TO RAFTER), LAPS THREE 16D COMMON MINIMUM MINIMUM FIREExceptions: OVER PARTITIONS EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE 1. Handrails shall be permitted to be interrupted by a newel post at the tum. Section 1325 Mezzanines 4. CEILING JOIST TO PARALLEL RAFTERS + LAPS TABLE 1802.5.1 9 FIRE-RESISTANCE RATED 1 HOUR 0 feet R311.7.10.1 S iral Stairwa s S iral stairwa s are R 325.2 Mezzanines. The clear height above and below mezzanine floor construction shall be not less than 7 feet. Habitable attics shall 5. COLLAR TIE TO RAFTERS ( ) HALLS P Y • p' y permitted provided that the clear with at and below the handrail is not less than 26 comply with section R325.6 THREE 10D EACH NOT FIRE-RESISTANCE RATED o HOURS 3 feet inches and the walkline radius is not greater than 244 inches. Each tread shall have a depth of not less than 6J inches at R 325.3 Area limitation. The aggregate area of a mezzanine or mezzanines shall be not greater 6. RAFTER OR ROOF TRUSS TO g than one-third of the floor area of the PLATE THREE 10D COMMON 2 ON SIDE + 1 ON e walkline. All treads shall be identical, and the rise shall not be more than 9 inches. Headroom shall not be less than 6 room or space in which they are located. The enclosed portion of a room shall not be included in a r 1302.2.3 Continuity. The fire-resistance-rated wall or assembly separating townhouses shall be continuous from the foundation to the feet 6 inches. determination of the floor 7. ROOF RAFTERS TO RIDGE, VALLEY OR HIP THREE 10D COMMON. underside of the roof sheathing, deck or slab. The fire-resistance ratingshall extend the full length of the wall or assembly, area of the room in which the mezzanine is located. RAFTERS 9 Y R 311.8 Ramps. R 325.4 Means of egress. The means of egress for mezzanines shall comply with the applicable provisions of Section R311. TWO 16D COMMON. including wall extensions through and separating attached enclosed assessor structures. R 311.8.1 Maximum slope. Ramps serving the egress door required by Section R 311.2 shall have a slope of not more than 1 unit 8. STUD TO STUD NO AT BWP " 1302.2.4 Parapets for townhouses. R 325.5 Openness. Mezzanines shall be open and unobstructed to the room in which they are located except for walls not more than 36 ( ) 16D COMMON AT 24 O.C. vertical in 12 units horizontal (8.3 percent slope). All other ramps shall have a maximum slop of 1 unit vertical in 8 units inc!nes in height, columns and posts. 9. STUD TO STUD (AT BRACED WALL PANEL 1. The parapet shall extend not less than 30 inches above the roof surfaces. horizontal (12.5 percent). Exception: Where it is technically infeasible to comply because of site constraints, ramps shall ) 16D COMMON AT 16 O.C. Exception: A parapet is not required in the P Exceptions: 10. BUILT UP HEADER, TWO PIECES 16D COMMON AT P P P q preceding two cases where the roof covering complied with a minimum Class C rating have a slope of not more than 1 unit vertical in 8 units horizontal (12.5 percent). 16"O.C. ALONG EACH El as tested in accordance with ASTM E 108 or UL 790 and the roof decking or sheathing is of noncombustible materials or approved 1. Mezzanines or portions thereof are not required to be open to the room in which the are located R 312.1 Guardrails: Porches, balconies, and stair landings 30" above floor or grade to be installed with 36" high railings, balusters not floor area of the enclosed space is not greater than 10 percent of Y provided that the aggregate 11. CONTINUOUS HEADER TO STUD FOUR 8D COMMON. fire-retardant-treated wood for a distance of 4 feet on each side of the wall or walls or one layer of 5/8 inch Type X gypsum g p the mezzanine area. 12. TOP PLATES TO TOP to allow passage of a sphere 4 inches or more in diameter. 2. In buildings that are not more than two stories above rade lane a PLATE 16D board is installed directly beneath the roof decking or sheathing, supported by not less than nominal 2 inch (51 mm) ledgers g p and equipped throughout with an automatic sprinkler system COMMON ® 16"0/C attached to the sides of the roof framing members, for ,a distance of not less than 4 feet on each side of the wall or walls and R 312.2.1 Window sills. In dwelling units, where the top of the sill of an operable window opening is located less than 24 inches above in accordance with Section R313 a mezzanineP Y shall not be required to be open to the room in which the mezzanine is located. 13. DOUBLE TOP PLATES SPICE 8-16D COMMON any openings or penetrations in the; roof are not within 4 feet of the common walls. the finished floor and greater than 72 inches above the finished grade or the other surface below on the exterior of the building, the operable window shall comply with one of the following: R401.4.1 In lieu of a complete geotechnical evaluation footings shall be placed on rock, sand gravel and/or gravel, sand, silt sand ON EACH SIDE OF END JOINT (24"MIN LAP 3. A parapet is not required where roof surfaces adjacent to the wall or walls are at different elevations and the higher roof is clayey sand, silty gravel or clayey gravel with a presumptive design load bearing value of 2 y LENGTH EACH SIDE OF END JOINT more than 30 inches above the lower roof. The common wall construction from the lower roof to the underside of the higher roof 1. Operable windows with opening that will not allow a 4 inch diameter sphere to pass through the opening where the 9 g ,000 PSF. Do not place footings ) opening s in its largest opened position. on soil that consists primarily of clay or silt or have any inorganic material or fill. 14. BOTTOM PLATE TO JOIST OR BLOCKING (NOT AT BWP) 16D AT 16"0.C. deck shall have not less than a 1--hour fire-resistance rating. The wall shall be rated for exposure from both sides. ii .' BOTTOM PLATE TO JOIST OR t 2 Concrete: A 28 day minimum compressive strength (fc) is required at the following locations: 15 R302.2.6 Structural independence. Each individual townhouse shall The structurally independent. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F 2090. TABLE 1402. BLOCKING (AT BWP) 2-16D AT 16"O.C. Exceptions: 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. 2. Basement walls exposed to weather: 3000 psi plus 5 to 7% air entrainment 16. TOP OR BOTTOM PLATE TO STUD TWO 16D COMMON.1. Foundations supporting exterior walls or common walls. 1312.2.2 Window opening and control devices. Wind3. Porch slabs, steps, and garage slabs: 4000 psi plus 5 to 7% air entrainment ow opening control devices shall comply with ASTM F 2090. The window opening FOUR 8D COMMON. 5. Townhouses separated by a Gammon wall as provided in Section , Item 1 or 2 opening area of the window unit to less than the area required . .1control device, after operation to release the control device allowing the window to fully open, shall not reduce the net clear R 403.1.4.1 Frost protection: Bottom of all footings to be at least 36" below grade.. R 403.1.5 Stepped Footings: Step footing 1 ft vertical maximum on 2 feet horizontal where 1302.3 Two-family dwellings. Dwelling units in two-family dwellings shall be separated uired bSection R3102 ed from each other by wall and floor assemblies having a slope of footing bottom exceeds 10% 17. TOP PLATES, LAPS AT CORNERS + INTERSECTION 2-16D COMMON21. JOIST TO SILL, TOP PLATE, OR GIRDER THREE 8D COMMON. R 403.1.3.6 Isolated concrete footings. In detached one and two family dwellings that are three stories or less in height and constructed no less than a 1-hour fire-resistance rating where tested in accordance with ASTM E 119 or UL 263 or section 703.3 of the Section 1313 Automatic Fire Sprinkler Systems with stud bearing walls, isolated Iain concrete footings supporting Building Code. Fire-resistance-rated floor/ceiling and wall assemblies shall extend to and be tight against the exterior wall, and wall P 9 pp g columns or pedestals are permitted. 22. RIM JOIST OR BLOCKING TO SILL OR TOP PLATE 8D COMMON ® 6"0/C assemblies shall extend from the foundation to the underside of the roof sheathing. R313.1 Townhouse automatic fire sprinkler systems. Townhouses having a height of three stories above grade plane shall be R 403.1.6 Foundation Anchorage: Wood sole plates at exterior walls on slabs and all wood foundation wall sill plates shall be anchored 27. BUILT UP GIRDERS AND BEAMS 2X LUMBER 20p " COMMON M 32 O.C. T&B STAGGERED Exceptions: equipment throughout with an automatic sprinkler system. with Y2 inch diameter anchor bolts spaced as shown on the plans and details. Bolts shall extend a minimum of 7 inches into 9 concrete and located in the middle third of the width of the plate. A nut and washer shall be tightened on each anchor 28. 2X LEDGER THREE 16D COMMON AT EACH JOIST OR I 1.A fire-resistance rutin of � hour shall be R313.1.1 Design and installation. Automatic residential fire sprinkler systems for townhouses shall be designed and installed in g bolt. 31. WOOD STRUCTURAL g ft permitted in buildings equipped throughout with an automatic sprinkler system installed accordance with Section P2904 or NFPA 13D. There shall be a minimum of two bolts per plate section and located not more than 12" or less than 3.5" from the end of L PANELS: SUBFLOOR, 6D COMMON WA in accordance with NFPA 13. (WALL) R302.3.1 Supporting construction. Where floor assemblies are required to be fire-resistance rated by Section R302.3, the supporting 1313.2 One and two family dwellings automatic fire systems. One and two family dwellings having a height of three stories above each plate section. Plates shall be protected against decay and termites. ROOF, AND WALL SHEA?H;NG TO FRAMING 8D COMMON (ROOF) construction of such assemblies shall have an equal or greater fire-resistance rating. grade shall be equipped throughout with an automatic sprinkler system. 8D COMMON (SUBFLOOR) R302.5.1 Opening Protection. Honeycomb-core steel doorsnot less than 1 3/8 inches thick, or 20 minute fire-rated doors equipped ui ed with a R313.2.1 Design and installation. Automatic residential fire sprinkler systems shall be designed and installed in accordance with Section TABLE R404.1.2(1)P2904 or NFPA 13D. a All nails are smooth-common, box or deformed shanks except where otherwise stated. Nails us self-closing device. Doors from garage into habitable space: 45 min. fire rated with self -closing device or automatic - closing Minimum Horizontal Reinforcement for Concrete Basement Walls device. MAXIMUM UNSUPPORTED connections shall have rn;.;imum average bending yield strengths as follows: 80 ksi for shank Biome 90 ksi for shank diameters larger than 0.142" but not larger than 0.177" and Balconies and decks. Sprinkler protection shall be provided for exterior balconies, decks and ground floor patios of HEIGHT OF BASEMENT 9 100 ksi for shank c 302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be HALL(� OF LOCATION OF HORIZONTAL REINFORCEMENT d. 4-foot-by-8 foot or 4 foot by 9 foot panels shall be applied vertical) dwelling units where the building is of Type V construction. Sidewall sprinklers that are used to protect such areas pp y constructed of a minimum No. 26 gage sheet steel or other approved material and shall not have openings into the garage. shall be permitted to be located such that their deflecti f. Intermediate supports shall be spaced 6 inches on center for a minimum of 48 inch distance frc R302.6 Dwelling-garage fire separation. The garage shall be separated as required by Table 1302.6. Openings in garage walls shall comply 5ors are within 1 inch to 6 inches below the structural ONE N0. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORYwalls and 4 inches on center to gable end wall framing. with Section R302.5. Attachment of gypsum board shall comply with Table R702.3.5. The wall separation provisions of Table R302.6 members and a maximum distance of 14 inches below the deck of the exterior balconies and decks that are AND ONE NO. 4 BAR NEAR MID- HEIGHT OF THE WALL STORY shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall. constructed of open wood joist construction. TAB >8 ONE NO. 4 BAR WITHIN 12 INCHES of THE TOP OF THE WALL STORY R602.3(5) 2x4 wall studs at 16 inches on center with a maximum height of 10 feet shall suppor LE 1302.6 Garage walls: 5/8 inch type X gypsum board on garage side, 1/2 inch type X gypsum board on opposite wall side at habitable AND ONE NO. 4 BAR NEAR THIRD POINTS IN THE WALL STORY roof/ceiling assembly. 2x6 wall studs at 16 inches on center with a maximum height areas. Garage ceiling: 5/8 type X gypsum board Section 1314 Smoke Alarms 9 1314.1 General. Smoke alarms shall comply with NFPA 72 and Section 1314. of two floor plus roof/ceiling assembly. Exceptions: Where designed b in accordance 02.9 Flame Spread & Smoke Density Index. 1309.2.1: Wall & ceiling finishes shall have a flame spread classification of not greater than 9 y 1314.1.1 Listings. Smoke alarms shall be listed in accordance with UL 217. Combination smoke and carbon monoxide alarms shall TABLE R404.1.2(8) Minimum Vertical Reinforcement for 8, 10 and 12 inch Concrete Basement Walls where the ultimate design wind speed is less than or equal to 130 mph, 2X6 #2 grafi not more than 6 feet of t 0. 130.9.2: Wall & Ceiling finishes shall have a smoke developed index of not greater than 450. Tested in accordance with ASTM tributary length shall have a maximum wall height of 18 feet E84 or UL 723. be listed in accordance with UL 2034. R302.11 Fire blocking shall be provided in wood-framed construction in the following locations: R314.3 Location. Smoke alarms shall be installed in the following locations. MINIMUM VERTICAL REINFORCEMENT BAR center and 20 feet where spaced at 12 inches on center. 1. In concealed spaces of stud walls and partitions, includ'ng furred spaces and parallel rows of studs or staggered studs, as 1. In each sleeping room. SIZE AND SPACING (INCHES) R602.3.2 Top plate. Wood stud walls shall be capped with a double top plate installed to provid follows: 2. Outside each separate sleeping area in the immediate vicinity of the bedrooms. MAXIMUM UNSUPPORTED MAXIMUM UNBALANCED DESIGN LATERAL SOIL PRESSURE OF intersections with bearing partitions. End joints in top plates shall be offset not less tl WALL HEIGHT BACKFILL HEIGHT 45 PSF PER FOOT OF DEPTH need not occur over studs. Plates shall be not less than 2 inches nominal thickness or 1.1 Vertically at the ceiling and floor levels. 4. Smoke alarms shall be installed not less than 3 feet (914 mm) horizontally from the door or opening of a bathroom that (FEET) (FEET) Do not backfill with any soil containing silt or clay. width of the studs. 1.2 Horizontally at intervals not exceeding 10 feet. contains a bathtub or shower. WALL THICKNESS (INCHES) R602.6 Drilling and notching of dimensional lumber to conform to sections R602.6, R602.6.1, ai interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. R314.3.1 Installation near cooking appliances. Smoke alarms shall not be installed in the following locations unless this would prevent 8 10 12 bored hole limitations for exterior walls and bearing walls, figure accommodate Notching gage 3. In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall comply with placement of a smoke alarm in a location required by Section 1314.3. 8 7 NR NR NR non bearing walls & figure 1602.6.1 top plate framing to accommodate i in 16 a e piping. 9 9 Section R302.7openings 1. Ionization smoke alarms shall not be installed less than 20 feet (6096 mm) horizontally from a permanently installed s 8 5 ® a1 NR NR fastened across and to the plate at each side of the notch with 8-10d nails each side 4. At openings around vents, pipes, ducts, cables and wires at ceiling and floor level, with an approved material to resist the free cooking appliance. passage of flame and products of combustion. The material filing this annular space shall not be required to meet the ASTM E 136 2. Ionization smoke alarms with an alarm-silencing switch shall not be installed less than 10 feet (3048 mm) horizontally 10 s s ® 41 5 ® 22 NR specifications for engineered products. (figure 1602.6.1) requirements. from a permanently installed cooking appliance. 5. For the fire blocking of chimneys and fireplaces, see Section 11003.19. NR denotes no reinforcing required. 3. Photoelectric smoke alarms shall not be installed less than 6 feet (1828 mm) horizontally from a permanently installed Locate vertical bars tY4" clear from inside face of walls. The center of bars shall not vary from this by more than % inch. 6. Fire blocking of cornices of a two-family dwelling is required at the line of dwelling unit separation. cooking appliance. R302.1 1.1 Fireblocking materials. Except as provided in Section R302,1, Item 4, fireblocking shall consist of the 4. R 314.4 Interconnection. Where more than one smoke alarm is required to be installed within an individual dwelling unit following materials. in accordance with Section R314.3, the alarm devices shall be connected in such a manner that the actuation of one alarm 1. Two-inch nominal lumber. will activate all of the alarms in the individual dwelling unit. 2. Two thicknesses of 1" nominal lumber with broken lap joints. 3. One thickness of 23/32 inch wood structural I Section R315 Carbon Monoxide Alarms UNITS 103/ panels with joints backed by 23/32 inch wood structural panels. R315.1 General. Carbon monoxide alarms shall be provided in accordance with section 915 of the Fire Code of NYS. (MODEL4. One thickness of 3/4 inch particleboard with joints backed by 3/4 inch particleboard. 5. One half inch gypsum board. 6. One quarter inch cement based millboard. 7. Batts or blankets of mineral wool or glass fiber or other approved materials installed in such a manner as to be securely 104 (MODELretained in place. A COPYRIGHT GRCH ARCHITEC TABLE R602.3(3) TRUSS IDENTIFICATION SIGN U) ^ � Requirements for Wood Structural Panel Wall Sheathing Used to Resist Wind Pressures (a,b,c) W N1101.11.1 (R303.2.1) Protection of exposed foundation insulation. Insulation applied to the exterior of basement walls, crawlspace walls and P2607.2 Pipes penetrating exterior walls. Where a pipe penetrates an exterior wall, waterproof seal shall be made on the exterior of the PART 1265. RESIDENTIAL STRUCTURES WITH TRUSS ZC ' MINIMUM NAIL PANEL NAIL ULTIMATE DESIGN the perimeter of slab-on-grade floors shall have rigid, opaque and weather-resistant protective covering to prevent the degradation wall by one of the following methods: TYPE CONSTRUCTION, PRE-ENGINEERED WOOD WIND SPEED V ult SPACING (mph) of the insulation's thermal performance. The protective covering shall cover the exposed exterior insulation and extend not less 1. A waterproof sealant applied at the joint between the wall and the pipe. CONSTRUCTION AND/OR TIMBER CONSTRUCTION Z � MINIMUM MINIMUM MAXIMUM WALL than 6 inches (153 mm) below grade. 2. A flashing of an approved elastomeric material. 6" DIA. 0 WOOD NOMINAL PANEL STUD SPACING ( ) (Mandatory). P P y pp party P q P g tank-type g g REFLECTIVE RED WIND EXPOSURE N1101,14 R401.3 Certificate Mandato A permanent certificate shall be completed b the builder or other a roved a and posted on P2801.6 Required an. Where a storage a water heater or a hot water storage tank is installed in a location where water leakage O SIZE PENETRATION STRUCTURAL THICKNESS (INCHES) r ' U0 ti (INCHES) PANEL SPAN (INCHES) EDGES FIELD CATEGORY a wall in the where the furnace is located, a utility room or an approved location inside the building. from the tank will cause damage, the tank shall be installed in a pan constructed of one of the following: PANTONE (PMS) #187N 0 v 4V RATING (INCHES O.C.) (INCHES O.C.) TABLE N1102.1.2 (R402.1.2) 1. Galvanized steel or aluminum of not less than 0.0236 inch (0.6010 mm) in thickness. Z ^^ ,, w r- B C D Insulation and fenestration Requirements by Component 2. Plastic not less than 0.36 inch (0.9 mm) in thickness. O W o a, co Sd 1 75 24/16 7/16 16 6 12 170 140 135 3. Other approved materials. V U .�� -� v COMMON CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENT SLAB CRAWL A plastic an installed beneath a as-fired water heater shall be constructed of material having a flames read index of 25 or EFLECTIVE =111 'r"� V N �' ZONE n U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE & SPACE P P 9 9 P R602.3.5 Braced wall panel uplift load path. Braced wall panels located at exterior walls that support roof rafters or trusses U-FACTOR SHGC R-VALUE R-VALUE R-VALUE DEPTH WALL less and a smoke developed index of 450 or less when tested in accordance with ASTM E84 or UL723. � WHITE D11­0 p N>- (including stories below top story) shall have the wall sheathing and fasteners designed to resist combined uplift and shear R-VALUE forces in accordance with accepted engineering practice. 4 EXCEPT 0.32 0.55 0.40 49 20 OR 13+5h 8/13 19 10/13 10,2 ft 10/13 Section T101 Scope Z 0 � 0 eo LO MARINEii R802.11 Rafter or truss uplift force. T101.1 General. The provisions shall be applicable for new construction where solar-ready provisions are required. 1/2" 1 4 O Q LU a M c For rafters at 16"o/c in 130mph wind speed. Roof pitch > 5/12 Exposure B N1102.2.2 (R402.2.2) Ceilings without attic spaces. Where section N1102.2 would require insulation levels above R-30 and the design of the TRUSS IDENTIFICATION SIGN STROKE U q Z 4 roof/ceiling assembly does not allow sufficient space for the required insulation, the minimum required R-value for such Section T102 General Definitions COMPLIANCE WITH 19 NYCRR 1264 = ti - 00 Span (ft) 12 18 24 28 32 36 42 48 Solar-Read Zone. A section or sections of the roof or building overhang desi noted and reserved or h future ❑ U �' Uplift Force # 117 149 182 203 226 247 281 314 roof/ceiling assemblies shall be R-30. The insulation shall extend over the top of the wall plate to the outer edge of plate y g g g f the f to a Installation of a SIGNS IDENTIFYING THE EXSTANCE OF TRUSS CONSTRUCTION SHALL CONSISTS OF A CIRCLE 6 IN V solar co 0 shall be limited to 500 sf 46 mz or DIAMETER M11H A Increase x1.09 for pitch < 5/1:z. Increase x 1.5 for 24"o/c spacing. Increase x 1.32 for 140 mph. without compression. The reduction of insulation from the requirements of Section N1102.1.2 2 ( ) STROKE WIDTH OF 1/2.THE SIGN BACKGROUND SHALL BE REFLECTIVE WHITE UI 51:� 20 percent of the total insulated ceiling area, whichever is less. photovoltaic or solar thermal system. COLOR.THE CIRCLE AND CONTENTS SHALL BE REFLECTIVE RED IN COLOR,CONFORMING TO PMTONE R702.3.5.1 Screw fastening. Screws for attaching gypsum board and gypsum panel products to wood framing shall be Type W or Type S in MATCHING SYSTEM PMS 87. _ accordance with ASTM C 1002 and shall penetrate the wood not less than 5/8 inch. N1102.2.4 (R402.2.4) Access hatches and doors. Access doors from conditioned spaces to unconditioned spaces such as attics and crawl (PMS)F P4 a spaces shall be weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. Section T103 Solar-Ready Zone SECTION 1265.4.SIGN OR SYMBOL R702.4 Ceramic Tile. Exception: vertical doors that provide access from conditioned to unconditioned spaces shall be permitted to meet the fenestration T103.2 Construction document requirements for solar ready zone. Construction documents shall indicate the solar-ready zone. THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BY AFFIXED TO THE ELECTRICAL BOX ATTACHED R702.4.2 Backer boards. Materials used as backers for wall tile in tub and shower areas and wall panels in shower area shall be of requirements of Table R1102.1.2 based on the applicable climate zone specified in Chapter 3. T103.3 Solar-ready zone area. The total solar-ready zone area shall be not less than 300 square feet (27.87 mz) exclusive of TO THE EXTERIOR OF THE RESIDENTIAL STRUCTURE PROVIDED,HOWEVER,THAT: IS AFFIXING THE SIGN OR 41 9 materials listed in Table R702.4.2, and installed in accordance with the manufacturer's recommendations. N1102.2.8 R402.2.8 Floors. Floor framing-cavity cavit Insulation shall be installed to maintain permanent contact with the underside of the mandato access or set back areas as required b the International Fire Code. New multiple single-family dwelling townhouses PROVIDING SYMBOL TO THE ELECTRICAL BOX WOULD OBSCURE ANY METER ON THE ELECTRIC 80X,ORE THE UTILITY ( ) 9- Y P mandatory q Y P 9 Y 9 ( ) PROVIgNG ELECTRICAL SERVICE TO THE RESIDENTIAL STRUCTURE DOES NOT ALLOW THE SIGN OR SYMBOL TABLE R702.4.2 subfloor decking. three stories or less in height above grade plane and with a total floor area less than or equal to 2,000 square feet (185.8 mz) TO BE AFFIXED TO 1HE ELECTRICAL BOX,THE SIGN OR SYMBOL SHALL BE AFFIXED TO THE EXTERIOR Backer Board Materials N1102.2.9 (R402.2.9) Basement walls. Walls associated with conditioned basements shall be insulated from the top of the basement wall per dwelling shall have a solar-ready zone area of not less than 150 square feet (13.94m2). The solar-ready zone shall be WALL OF THE RESDENIIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRICAL BOX THE MATERIAL STANDARD down to 10 feet (3048 mm) below grade or to the basement floor, whichever is less. Walls associated with unconditioned composed of areas not less than 5 feet (1.52m) in width and not less than 80 square feet (7.44 m2) exclusive of access or set SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED PRIOR TO THE ISSUANCE OF A CERTIFICATE Z GLASS MAT GYPSUM BACKING PANEL ASTM C 1178 basements shall meet this requirement unless the floor overhead is insulated in accordance with Section N1102.1.2 and N1102.2.8. back areas as required by the International Fire Code. OF OCCUPANCY OR A CERTIFICATE OF COMPLIANCE _O FIBER REINFORCED GYPSUM PANEL'S ASTM C 1278 N1102.4.2 (R402.4.2) Fireplaces. New wood-burning fireplaces shall have tight-fitting flue dampers or doors, and outdoor combustion air. T103.4 Obstructions. Solar-ready zones shall be free from obstructions, including but not limited to vents, chimneys, and roof-mounted WOOD ROOF TRUSS SPECIFICATIONS: 0 NONASBESTOS FIBER-CEMENT BACKER BOARD ASTM C 1288 OR ISO 8336, CATEGORY C Where using tight-fitting doors on factory-built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested equipment. ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PERSECTION 1605.3 OF THE NONASBESTOS FIBER MAT REINFORCED CEMENTITIOUS BACKER UNITS ASTM C 1325 and listed for the fireplace. T103.7 Roof load documentation. The structural design loads for roof dead load and roof live load shall be clearly indicated on the BUILDING CODE. IY TABLE R703.8.1 construction documents. F- Allowable Spans for steel lintels supporting masonry veneer TABLE N1102.4.1.1 (R402.4.1.1) T103.9 Electrical service reserved space. The electrical service panel shall have a reserved space to allow installation of a dual pole NOTE: 5/8 INCH THICK ROOF SHEATHING IS TO BE USED, WHEN ROOF TRUSSES ARE SPECIFIED AS THE ROOF FRAMING MEMBERS. Z Air Barrier and Insulation Installation circuit breaker for future solar electric installation and shall be labeled 'For Future Solar Electric". The reserved space shall be 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: O SIZE: OF STEEL ANGLE NO STORY ONE STORY Two STORES positioned at the opposite (load) end from the input feeder location or main circuit location. o,c (inches) ABOVE ABOVE ABOVE D (EQUATION 16-8) 0 GENERAL REQUIREMENTS A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE BUILDING ENVELOPE. D + L (EQUATION 16-9) � L3x3x1/4 6'-0' a'-s' 3'-0' THE EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINUOUS AIR BARRIER. E 3901.7 Outdoor outlets. A water roof outlet is required for an size deck porch, or balcony that is accessible from inside dwelling unit. D + S (EQUATION 16-10) O BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. P q Y � � P � Y 9 L4x3x1/4 8'-0" 5'-0' 4'-6' At least one installed at the front and back of dwelling units. D + .6W (EQUATION 16-12) LL u •� CEILING/ ATTIC THE AIR BARRIER B ANY DROPPED CEILING/ SOFFIT SHALL BE ALIGNED WITH THE INSULATION AND ANY E 3901.9 Garage Outlets. Garage receptacle, outlets must be serviced b a separate branch circuit that does not supply other outlets. At D + 0.75 6W + 0.75 S EQUATION 16-13 O M L5:K3.5x5/16 10'-0" e'-0" 6'-0" GAPS IN THE AIR BARRIER SEALED. 9 9 P Y P PP Y (• ) ( ) ` r J Ls:K3.5x1/4 14'-0" 9'-6' 7'-0' ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE WALL DOORS TO UNCONDITIONED ATTIC SPACES SHALL least one receptacle outlet is required for each car space in a garage. a T BE SEALED. E 3902.14 Location of GFCI outlets. All GFCI outlets must be placed in readily accessible locations. D = DEAD LOAD, L = LIVE LOAD, S = SNOW LOAD, W = LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL BE DETERMINED IN ACCORDANCE Z (J V WITH CHAPTER 26 TO 30 OF ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND SPEED 101 MPH BASIC DESIGN WIND SPEED IN EXPOSURE ❑ WALLS THE JUNCTION OF THE FOUNDATION AND THE SILL PLATE SHALL BE SEALED. ( ) a. Long leg of the angle shall be placed in a vertical position. THE JUNCTION OF THE TOP PLATE AND THE TOP OF THE EXTERIOR WALLS SHALL BE SEALED. CATEGORY B. J c. Minimum bearing to be 6". KNEE WALLS SHALL BE SEALED. DESIGN LOADS: TABLE R301.7 ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: �T � 1-1 R703.12 Adhered masonry veneer installation. Adhered masonry veneer shall comply with the requirements of Section R703.7.3. WINDOWS. SKYLIGHTS AND THE SPACE BETWEEN WINDOW/ DOOR JAMBS AND FRAMING, AND SKYLIGHTS AND FRAMING SHALL BE THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS 1"�� TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD UP LOADS AS REQUIRED 8Y R703.12.1 Clearances. On exterior stud wads, adhered masonry veneer shall be installed: DOORS SEALED. THE FOLLOW14G LIVE LOADS: ALLOWABLE ASCE7-10 , TCDL = 15 PSF, BCLL=IOPSF, AND BCDL = 10 PSF. PROVIDE ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE NOTED 1. Minimum of 4 inches (102 mm) above the earth RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER ROOF: ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. �/--1_ R703.12.2 Flashing at foundation. A corrosion-resistant screed or flashing of a minimum 0.019 inch (0.48 mm) or 26 gage galvanized or FLOORS (INCLUDING ABOVE THE AIR BARRIER SHALL BE INSTALLED IN ANY EXPOSED EDGE OF INSULATION01.2(6) STRUCTURAL MEMBER DEFLECTION lastic with a minimum vertical attachment flange of 3 X inches 89 mm) shall be installed to extend a minimum of 1 inch (25 GARAGE AND CANTILEVERED MINIMUM DISTRIBUTED . Rafters having slopes greater than L/180 1�1 DISTRIBUTED LIVE LOAD PER TABLE R301.5 TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75" ~J P ( FLOORS) (FOR SOLAR READY ROOF DESIGN LOAD ADD: 24 POUNDS F� mm) below the foundation plate line on exterior stud walls in accordance with Section R703.4. SHAFTS, PENETRATIONS DUCTS SHAFTS, UTILITY PENTRATIONS, AND FLUE SHAFT OPENING TO EXTERIOR OR UNCONDITIONED PER LINER FOGT DEAD LOAD FOR ROOF FRAMING) 3:12 With no finished ceiling attached TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN R703.8.2.2. Support by roof construction. A steel angle shall be placed directly on top of the roof construction. The roof supporting SPACE SHALL BE SEALED. to rafters DRAWINGS SHALL INCLUDE THE FOLLOWING INFORMATION: O w construction for the steel angle shall consist of not fewer than three 2 inch by 6 inch wood members for wood construction. A FLOORS: 40 PSF 1. DEPTH, SLOPE (IF ANY), SPAN, AND SPACING. E''1 GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE AND CONDITIONED SPACES. BALCONIES AND DECKS: 40 PSF Interior Walls and partitions H 180 2. LOCATION OF ALL JOINTS. F- P-1 �,.4 wood member abutting the vertical wall stud construction shall be anchored with not fewer than three 5/8 inch diameter by 5 inch P / lag screws to every wood stud spacing. Each additional wood roof member shall be anchored by the use of two 10d nails at RECESSED LIGHTING RECESSED LIGHT FIXTURES INSTALLED AT IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO UNINHABITABLE ATTIC W/O STORAGE: 10 PSF 3. REQUIRED BEARING WIDTHS. LU . every wood stud spacing. Install flashing and weep holes. The maximum height of the brick veneer above the lintel shall be 12 THE DRYWALL, AIRTIGHT AND IC RATED. UNINHABITABLE ATTIC WITH STORAGE: 20 PSF Floors and Ceilings w/ brittle finish L/360 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. U) feet 8 inches, with max 7:12 roof pitch. See figures R03.8.2.1 & R703.8.2.2. SHOWER/ TUB ON THE AIR BARRIER INSTALLED AT EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS SHALL SEPARATE THEM HABITABLE ATTIC W FIXED STAIRS: 30 PSF All Other structural members L/240 4.2. TOP CHORD DEAD LOAD. 0 R703.8.4 Anchorage: Masonry veneer shall be anchored to the the supporting wall studs with corrosion resistant metal ties embedded in EXTERIOR WALL FROM THE SHOWERS AND TUBS. 4.3. BOTTOM CHORD LIVE LOAD. m r /1 mortar or rout and extending into the veneer a minimum 1-1/2 inches, with not less than 5/8 inch mortar or rout cover to ULTIMATE DESIGN WIND SPEED: 130 MPH FROM FIGURE R301.2(4)A Exterior Walls with plaster Or Stucco finish L/180 4.4. BOTTOM CHORD DEAD LOAD. V J \�/ 9 g ELECTRICAL/ PHONE BOX THE AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL OR COMMUNICATION BOXES OR AIR SEALED 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. ❑ r �] outside face. minimum tie size= 22 US gage. Minimum tie fastener = 8d common nail. Airspace= Nominal 1" between sheathing & ON EXTERIOR WALLS BOXES SHALL BE INSTALLED. EXPOSURE CATEGORY: B FROM R301.2.1.4 Exterior walls With brittle finishes L/180 4.6. CONTROLLING WIND LOADS. 1� IC) veneer. EAch tie shall support not more than 2.67 square feet of wall area and shall be spaced not more than 32" on center SEISMIC DESIGN CATEGORY: B FROM FIGURE 301.2.2 (exempt 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. horizontally and 24 inches on center vertically. N1102.4.5 (R402.4.5) Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage from seismic provisions of code per Exterior Walls with flexible finishes L/180 6. EACH REACTION FORCE AND GirRECTION. R703.8.5 Flashingshall be located beneath the first course of mason above finished round level above the foundation wall or slab and at p g g Lintels supporting mason veneer L 600 7• JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR masonry 9 between conditioned and unconditioned spaces. All recessed luminaires shall be IC-rated and labeled as having an air leakage rate R301.2.2) ( ) other points of support., including structural floors, shelf angles and lintels where masonry veneers are designed in accordance with not more than 2.0 cfm 0.944 L s when tested in accordance with ASTM E 283 ata 1.57 sf 75Pa ressure differential. All pp g ry / EXCEPT WHERE SYMMETRICALLY section R703.8. ( / ) P ( ) P PRESUMPTIVE L)AD-BEARING VALUE OF SOIL: 2,000PSF Per TABLE LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. U recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. R401.4.1 Includes soil classes: GW, GP, SW, SP, SM, SC, 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. R703.8.6 Weepholes shall be provided in the outside wythe of masonry walls at a maximum spacing of 33 inches on center. Weepholes shall C402.4 (R402.4.6) Tenant Separation Walls (Mandatory). Fire Separations between dwelling units in two-family dwellings and multiple GM, and GC. 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. 0 not be less than 3/16 inch in diameter. Weepholes shall be located immediately above the flashing. single-family dwellings (townhouses) shall be insulated to no less than R-10 and the walls shall be air sealed. 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. F- R703.14.2 Fire Separation. Polypropylene siding shall not be installed on walls with a fire separation distance of less than 5 feet (1524 mm) NOTE: Soils with clay or clay and silt will require a redesign 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. R403) Fa- and walls closer than 10 feet (3048 mm) to a building on another lot. of building footings. 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. Section N1103 ( W ' ` Exception: Walls perpendicular to the line used to determine the fire separation distance. Systems WOOD FLOOR TRUSS SPECIFICATIONS: tr v R801.3 Roof drainage in areas where expansive soils or collapsible soils are known to exist: All dwellings shall have a controlled method of N 1103.1 (R403.1) Controls (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. A B B R EV I AT I 0 N S WOOD FLOOR TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF Z water disposal from roofs that will collect and discharge roof drainage to the ground surface not less than 5 feet from foundation THE BUILDING CODE. LTJ walls or to an approved drainage) system. N 1103,1.1 (R403.1.1) Programmable thermostat. The thermostat controlling the primary heating or cooling system of the dwelling unit shall A.B. ANCHOR BOLT 2 D.S. DOWNSPOUT LT. WT. LIGHTWEIGHT RNG RANGE R802.1.5.4 Labeling each piece of Fire-retardant treated lumber and wood structural panels shall be labeled per section 802.1.1. be capable of controlling the heating and cooling system on a daily schedule to maintain different temperature set points at A.F.F. ABOVE FINISH FLOOR 1605.3.1 BASIC LOAD COMBINA^ONS USING ALLOWABLE STRESS DESIGN: U DTL DETAIL LT. LIGHT R.O. ROUGH OPENING different times of the day. This thermostat shall include the capability to set back or temporarily operate the system to maintain ADJ. ADJACENT/ADJUSTABLE R D (EQUATION 16 8) R802.4.2 Framing details, Rafters shall be framed not more than 1 � inches (38 mm) offset from each other to ridge board or directly zone temperatures down to 55'F 13'C or u to 85'F 29'C . The thermostat shall initial) be programmed b the manufacturer �• EACH LVR. LOUVER RISER D + L EQUATION 16-9 O P ( ) P ( ) Y P 9 Y A.F.T. ABO'JE FINISH TREAD ( ) opposite from each other with a collar tie. 802.3 Ridge board shall be not less than 1 inch (25 mm) nominal thickness and not E.J. EXPANSION JOINT LT. LAUNDRY TUB RND ROUND 0 with a heating temperature set point no higher than 70'F (21'C) and a cooling temperature set point no lower than 78'F (26'C). ALUM. ALUMINUM less in depth than the cut end of the rafter. At valleys and hips there shall be a valley or hip rafter not less than 2 inch ELEC. ELECTRICAL D = DEAD LOAD, L = LIVE LOAD, (51mm) nominal thickness and not less in depth than the cut end of the rafter. Hip and valley rafters shall be supported at N1103.2 (R403.2) Hot water boiler outdoor temperature setback. Hot water boilers that supply heat to the building through one or two pipe ANCH. ANCHOR ELEV. ELEVATION MAS. MASONRY S.C. SAWCUT the ridge by a brace to a bearing partition or be designed to carry and distribute the specific load at that point. Where the roof heating systems shall have an outdoor setback control that lowers the boiler water temperature based on the outdoor temperature. < ANGLE MAT. MATERIAL SCHEM. SSCHEMATIC FLOOR TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: 9 Y P P EQ. EQUAL p ( P slope), support 9 ) g ARCH. ARCHITECTURAL MAXIMUM SHLF TCLL - 40 PSE, TCDL - 10 PSE, AND BCDL = 5 PSF itch is less than three units vertical in 12 units horizontal 25 percent sloe structural members that su ort rafters and ceiling N1103.3 (R403.3 Ducts. Ducts and air handlers shall be installed in accordance with Sections N1103.3.1 through N1103.3.8. ® AT EQUIP EQUIPMENT MDO MEDIUM DENSITY OVERLAY SHT. SHEET joists, such as ridge beams, hips and valleys, shall be designed as beams. N1103.3.1 (R403.3.1) Insulation (Prescriptive). Supply and return ducts in attics shall be insulated to a minimum of R-8 where 3 inches EXP. EXPANSION MECH. MECHANICAL SIM. SIMILAR �', Where ceilingjoists or rafter ties are not provided, the ride formed b these rafters shall be supported b a wall or girder EXT. EXTERIOR TRUSSES SHALL HAVE A MAXIM�M LIVE LOAD DEFLECTION OF L/480 AND A TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75". j P 9 Y PP Y 9 (76.2 mm) in diameter and greater and R-6 where less than 3 inches (76.2 mm) in diameter. Supply and return ducts in other gp• BOARD MIN. MINIMUM S.S. STAINLESS STEEL designed in accordance with accepted engineering practices. portions of the building shall be insulated to a minimum of R-6 where 3 inches (76.2 mm) in diameter or greater and R-4.2 BLDG. BUILDING EE. EACH END STL. STEEL TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN R802.7.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural glue-laminated where less than 3 inches (76.2 mm) in diameter, BM BEAM M.O. MASONRY OPENING STRUCT. STRUCTURAL DRAWINGS SHALL INCLUDE THE FOLLOWING INFORMATION: members, cross-laminated timber members or I-joists are prohibited except where permitted by the manufacturer's Exception: Ducts or portions thereof located completely inside the building thermal envelope. BTM BOTTOM F C MTL• METAL SUSPENSION 1. DEPTH, SPAN, AND SPACING. recommendations or where the effects of such alterations are specifically considered. P P P Y g P / FLOOR COVERING CHANGE SUSP. 2. LOCATION OF ALL JOINTS. P Y N1103.3.2 (R403.3.2) Sealing (Mandatory). Ducts, air handlers and filter boxes shall be sealed. Joints and seams shall comply with section BLKG. BLOCKING F.D. FLOOR DRAIN N.I.C. NOT IN CONTRACT SGD SLIDING GLASS DOOR 3. REQUIRED BEARING WIDTHS. R802.8.1 Bridging. Rafters and ceiling joists having a depth to thickness ratio exceeding 6 to 1 based on nominal dimensions shall be M1601.4.1. BRG. BEARING FDN. FOUNDATION (NTS) NOT TO SCALE SQ• SQUARE 4.1. TOP CHORD LNE LOAD OR SNOW LOAD. I- vi o � ai supported laterally by solid blocking, diagonal bridging (wood or metal) or a continuous 1 inch by 3 inch wood strip nailed across BRK BRICK FLR, " 'I � C4 .R QQ N N h N OD 4.2. TOP CHORD DEAD A the rafter or ceilingjoists at intervals not exceeding 8 feet. Exceptions: FLOOR TB TOWEL BAR LOAD. 1 -1"101 oo N j g BSMT BASEMENT FP FIREPLACE TONGUE AND GROVE 4.3. BOTTOM CHORD LIVE LOAD. 1. Air-impermeable spray foam products shall be permitted to be applied without additional joint seals. O.C. ON CENTER T & G R802.9 Trimmer joist: single header and trimmer for openings up to 4'-0" and doubled over 4'-0" unless otherwise noted on plan. 2. For ducts having static pressure classification of less than 2 inches of water column 500 Pa , additional closure systems shall (• CEN-ER LINE F.R. FIRE RATED OPER. OPERATOR TGS TOP OF GRADE SLAB 4.5. BOTTOM RGADS AND THEIR POINTS OF APPLICATION. DEAD LOAD. Connect with tecos for header joist spans of C-0" and greater, g P ( ) y C.M.U. CONCRETE MASONRY UNIT FIRM FRAME TFW TOP OF FOUNDATION WALL not be required for continuously welded joints and seams, and locking-type joints and seams of other than the snap-lock and C.J. CONTROL JOINT OPNG. OPENING 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. R806.3 Vent and insulation clearance. Where eave or cornice vents are installed, blocking, bridging, and insulation shall not block the free button-lock types. FT. FOOT / FEET TYP TYPICAL COL. COLUMN OPT. OPTIONAL 6. EACH REACTION FORCE AND DIRECTION. flow of air. Not less than a 1 inch space shall be provided between the insulation and the roof sheathing and at the location of CONC. CON' �G FOOTING T TREAD 7. JOINT CONNECTOR TYPE AND DESCRIPTION N1103.3.3 (R403.3.3) Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage. O.S.B. ORIENTED STRAND BOARD (E.G., SIZE, THICKNESS OR GAGE AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR the vent. TR TOWEL ROD ) GA. GAUGE EXCEPT WHERE SYMMETRICALLY N1103.4 (R403.4) Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105'F (41'C) COND. CON)ITION OZ. OUNCE TRPL TRIPLE LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. CONT. CONTINUOUS GALV• GALVANIZED 1 or below 55'F (13'C) shall be insulated to a minimum of R-3.N1103.7(R403.7) Equipment sizing and efficiency rating (Mandatory). /R ONE ROD 8. LUMBER SIZE SPECIES AND GRADE FOR EACH MEMBER. . Section R807 Attic Access G.C. GENERAL CONTRACTOR ' with combustible ceiling or roof construction shall have an attic access opening to attic areas that have a Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on building loads calculated in accordance CONST. CONSTRUCTION 1/g ONE SHELF U.N.O. UNLESS NOTED OTHERWISE 9, CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY AND FIELD SPLICES. R807.1 Attic access. Buildingsg P 9 GEN. GENERAL with ACCA Manual J or other calculated in accordance with ACCA Manual J or other approved heating and cooling calculation CTSK. COUNTERSUNK PC 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. 65 vertical height of 30 inches (762 mm) or greater over an area of not less than 30 square feet (2.8mz). The vertical height shall GYP. GYPSUM POURED CONCRETE be measured from the top of the ceiling framing members to the underside of the roof framing members. methodologies. C.O. CASED OPENING G.L. VERT. VERTICAL 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. z z z z z z PBD. PARTICLE BOARD 0 0 0 0 0 0 N1103.6 R403.6 Mechanical ventilation Mandato The building shall be provided with ventilation that meets the requirements of the 2015 CANT. CANTILEVERGLUE LAM V.I.F. VERIFY IN FIELD 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. V5 in 5 0 rn m The rough-framed opening shall be not less than 22 inches by 30 inches (559 mm by 762 mm) and shall be located in a ( ) (Mandatory) 9 P q HGT. PL PLATE e readily accessible location. Where located in a wall the opening shall be not less than 22 inches wide b 30 International Mechanical Code (as amended), the 2015 International Residential Code (as amended), or the New York City C.T. CERAMIC TILE HEIGHT PNL. PANEL W WASHER * � � W � Z Z hallway or other r y P 9 Y HDWR. HARDWARE W/ WITH DRAFT5TOPPING: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR-CEILING Construction Codes, as applicable, close with other approved means of ventilation. Outdoor air intakes and exhausts shall have CLG. CEILNG PWD. PLYWOOD ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DRAFTSTOPPING SHALL � inches high (559 mm wide by 762 mm high). Where the access is located in a ceiling, minimum unobstructed head-room in the automatic or gravity dampers that close when the ventilation system is not operating, C.M. CRO'NN MOULD HORZ. HORIZONTAL,HORIZONTALLY Vyp, WOOD 9 Y P Y P 9• DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING attic space shall be 30 inches (762 mm) at some point above the access measured vertically from the bottom of ceiling framing C.R. CHAIR RAIL HD.WD. HARDWOOD PF. PREFABRICATED W.W.F. WELDED WIRE FABRIC m members. See Section M1305.1.3 for access requirements where mechanical equipment is located in attics. HR. HOUR PR. PAIR MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR-CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: 01 ( ) Lighting Y HDR. HEADER PROJ. PROJECT / PROJECTED WO OR W/O WALKOUT Section N1104 R404 Electrical Power and Li htin Systems D DRYER / FLOOR FRAMING IS CONSTRUCTED OF TRUSS-TYPE OPEN-WEB OR PERFORATED AAI'fuIRFRS N PENVY WNDW WINDOW MATERIALS: DRAFTSTOPPING MATERIAL SHALL BE NOT LESS THAN 1/2 INCH GYPSUM BOARD, 3/8 INCH WOOD STRUCTURAL PANELS. o Section R902 Fire Classification N1104.1 (R404.1) Lighting and equipment (Mandatory). Not less than 90 percent of the permanently installed lighting fixtures shall contain only HB HOSE BIB PSI POUNDS PER SQ. IN. DBL. DOUBLE PSF POUNDS PER SQ.FT. N R 902.1 Roofin coverin materials. Roof shall be covered with materials as set forth in Sections R904 and R905. Class A, B or C high-efficacy lamps. I.D. INSIDE DIAMETER TYPICAL ROOF & FLOOR TRUSS NOTES: 9 9 DIA. DIAMETER P.T. PRESSURE TREATED roofing shall be installed in jurisdictions designated by law as requiring their use or where the edge of the roof is less than 3 DIR. DIRECTION INGR. IN GROUND feet (914 mm) from a lot line. Class A, B and C roofing required by this section to be listed shall be tested in accordance with Section M1305 Appliance Access DN DOM INSUL INSULATION QUAD. QUADRUPLE * TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND MANUFACTURE OF UL 790 or STM E 108. M1305.1 Appliances access for inspection service, repair and replacement. Appliances shall be accessible for inspection, service, repair andDR. DOOR INT. INTERIOR REQ'D REQUIRED METAL-PLATE-CONNECTED WOOD TRUSSES SHALL COMPLY WITH ANSI/TPI 1. THE TRUSS DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY F- CA R 902.4 Rooftop mounted photovoltaic panel system. Rooftop mounted photovoltaic panel system installed on or above the roof covering replacement without removing permanent construction, other appliances, or any other piping or ducts not connected to the DW I.S. INSIDE CORNER REF. REFER TO REFERENCE A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF NEW YORK. Z W shall be tested, listed and identified with a fire classification in accordance with UL 2703. Class A, B or C photovoltaic panel appliance being inspected, serviced, repaired or replaced. A level working space not less than 30 inches dee and 30 inches wide DISH WASHER RMS. ROOMS * TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT WOOD MEMBERS CLAMPED IN RIGID LU P P PP 9 P P P SI P P DWG. DRAWING JT• JOINT REINF. REINFORCING,REINFORCED system shall be installed in jurisdictions designated by law as requiring their use or where the edge of the roof is less than 3 (762 mm by 762 mm) shall be provided in front of the control side to service an appliance. FIXTURES DURING ASSEMBLY TO INSURE TIGHT FITTING JOINTS. � KSI KIPS PER SQUARE INCH * TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. THE CONTRACTOR IS feet (914 mm) from a lot line. M1305.1.3 Appliances in attics. Attics containing appliances shall be provided with an opening and a clear and unobstructed passageway large 0 j R 903.2.1 Exposed wall flashing required to have a kick-out where the eave of the roof intersects a wall to prevent water intrusion into the enough to allow removal of the largest appliance, but not less than 30 inches 762 mm high and 22 inches 559 mm wide and RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN J m P 9 q P 9 9 PP ( ) 9 ( ) DESIGNED AND INSTALLED TO PREVENT ROTATION AND PROVIDE LATERAL STABILITY IN ACCORDANCE WITH ACCEPTED INDUSTRY PRACTICE SUCH AS W a wall assembly. not more than 20 feet (6096 mm) long measured along the centerline of the passageway from the opening to the appliance. THE SBCA BUILDING COMPONENT SAFETY INFORMATION (SCSI) GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING & BRACING OF METAL PLATE � WY R 905.1.2 An ice barrier/ water shield shall be installed per manufacturer's specifications, to maintain product warranty. Carry down M1307.3 Elevation of ignition source. Appliances having an ignition source shall be elevated such that the source of ignition is not less CONNECTED WOOD TRUSSES. W w H front of fascia, min 4 typical. Apply ice & water shield in fair weather when the air, roof deck and membrane are at than 18 inches (457 mm) above the floor in garages. * TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE APPROVAL OF A 0 U o temperatures of 40 degrees Fahrenheit or higher. Ice protection requirements per table R301.2(1). Install ice & water M 1502 Clothes dryer duct maximum length not to exceed 35' from the connection to the transition duct and reduced 2-1/2 inches for REGISTERED DESIGN PROFESSIONAL. Z shield at all eaves, gable ends, hips & valleys. Or roofs slopes less than 4:12, entire roof to receive ice & water every 45 degree bend and 5 feet for each 90 degree bend. Install booster fan for additional lengths. Clothes dryer exhaust system GRAPHIC SYMB0LS THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY BRACING HAS (9 shall comply with code section M1502 listed and labeled in accordance with UL2158A. Exhaust duct size shall comply with code BEEN DESIGNED AND INSTALLED FOR THE INSTILLATION OF THE TRUSSES. 0 shield. P Y P Y fn LU R 905.2.2 Slope. Asphalt shingles shall be used only on roof slopes of two units vertical in 12 units horizontal (2:12) or greater. For roof section M1506. O STRUCTURAL CALC. REFERENCE WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: 0 FT z slopes from two units vertical in 12 units horizontal (2:12) up to four units vertical in 12 units horizontal (4:12), double DET - All general notes unless otherwise noted on plans or product specifications. !+i Cn underlayment application is required in accordance with Section R905.1.1. G2415.7 (404.7) Protection against physical damage: Where piping is installed through holes or notches in framing members and the piping DETAIL REFERENCE w SHT - All applicable state & local codes, ordinances and regulations if any. ❑ ,,�� R 905.2.5 Fasteners. Fasteners for asphalt shingles shall be galvanized steel, stainless steel, aluminum or copper roofing nails, minimum 12 is located less than 1 inches (38 mm) from the framing member face to which wall, ceiling or floor membranes will be " FLOOR - In areas where the drawings do not address methodology, the contractor shall be bound to perform strict � 0105 inch 3 mm shank with a minimum 3/8 inch diameter 9.5 mm head complyingwith ASTM F 1667, of a length to attached, the pipe shall be protected by shield plates that cover the width of the pipe and the framing member and that extend FINISH CHANGE 9Y P W = co gage � ( )� / ( ) � 9 compliance with manufacturers specifications and / or recommendations. penetrate through the roofing materials and not less than % inch (19.1 mm) into the roof sheathing. Where the roof sheathing is not less than 4 inches (51 mm) to each side of the framing member. Where the framing member that the piping passes 6j � less than % inch (19.1 mm) thick, the fasteners shall penetrate through the sheathing. through is a bottom plate, bottom track, top plate or top track, the shield plates shall cover the framing member and extend not # DOOR � HARDWARE TYPE - General contractors and subcontractors to review these construction documents upon receipt from architect 0 � CD R 905.2.8.3 sidewall flashing. Base flashing against a vertical sidewall shall be continuous or step flashing and shall be not less than 4 less than 4 inches (51 mm) above the bottom framing member and not less than 4 inches (51 mm) below the top framing DET DET O and report any and all discrepancies including any dimensional conflicts, immediately to architect for F' inches (102 mm) in height and 4 inches (102 mm) in width and shall direct water away from the vertical sidewall onto the roof member. _ _ _ corrective measures prior to construction. } BUILDING SECTION P Z m - DO NOT SCALE DRAWINGS. DIMENSIONS A ElJ or into the gutter. Where siding is provided on the vertical sidewall onto the roof or into the gutter. Where siding is provided on G2426.7.1 (502.7.1) Door swing. Appliances and equipment vent terminals shall be located such that doors cannot swing within 12 inches SHT SHT SHALL BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. the vertical side wall, the vertical leg of the flashing shall be continuous under the siding. Where anchored masonry veneer is (305 mm) horizontally of the vent terminal. Door stops or closures shall not be installed to obtain this clearance. # PARTITION TYPE - The general notes and typical details apply throughout the job unless otherwise noted or shown. Z o I v provided on the vertical sidewall, the base flashing shall be provided in accordance with this section and counterflashing shall be G2427.8 A mechanical draft venting system, excluding direct vent appliances, shall terminate not less than 4 feet below, 4 feet horizontally � - DISCREPANCIES: The contractor shall compare and coordinate all drawings; when in the opinion of the CD _ o co provided in accordance with Section R703.7.2.2, from or 1 foot above an door, operable window or gravity air inlet into an building. The bottom of the vent terminal shall be contractor, a discrepancy exists, the contractor shall promptly report it to the architect for proper -1-11-11 ""' P Y P 9 Y Y 9• R 905.2.8.5 Drip edge. A drip edge shall be provided at eaves and rake edges of shingle roofs. Adjacent segments of drip edge shall be located not less than 12 inches above finished ground level. adjustment before proceeding with the work. P y P P P 0 G�S��RE q� RoUERT 0. overlapped not less than 2 inches (51 mm). Drip edges shall extend not less than X inch (6.4 mm) below the roof sheathing The vent terminal of a direct vent appliance with an input of 10,000 BTU per hour or less shall be located not less than 6 inches - OMISSIONS: In the even certain feature of the construction are not fully shown on the drawings, their �� i y '51 and extend up back onto the roof deck not less than 2 inches (51 mm). Drip edges shall be mechanically fastened to the roof from any air opening into the building. Such an appliance with an input over 10,000 BTU per hour but not over 50,000 BTU per . � n _ F hour shall be installed with a 9 inch vent termination clearance. construction shall be of the same character as for similar conditions that are shown or noted elsewhere on O , ,� :;�.f 'AG � deck at no more than 12 inches (305 mm) o.c. with fasteners as specified in Section R905.2.5. Underlayment shall be installed the construction document set. over the drip edge along eaves and under the drip edge along rake edges. The vent terminal of a direct vent appliance with an input of over 50,000 BTU per hour shall be located not less than 12 inches s �Aa 3 �r Z -i R 1001.1 Masonry fireplaces & chimneys to be constructed in accordance with Section R1001 and the applicable provisions of Chapters 3 from any air opening into the building. - All work is to be performed in a professional manner and in accordance with best practice and consistent and 4 of this code. with manufacturers and supplier's recommended installation procedures. t,�. "`� R 1003.9 Termination. Chimneys shall extend not less than 2 feet higher than any portion of a building within 10 feet, but shall not be less Section G2439 (614) Clothes Dryer Exhaust - The architect has not been retained to perform framing inspections and / or field inspection. The architect , ,t i than 3 feet above the highest point where the chimney asses through the roof. is therefore not responsible for any and all conflicts including weatherazation, water proofing and framing ;� �- 9 P P 9 G2439.1 (614.1) Installation. Clothes dryers shall be exhausted in accordance with the manufacturers instructions. Dryer exhaust systems 10 shall be independent of all other systems and shall convey the moisture and any products of combustion to the outside of the with respect to the construction documents. ❑ 1_ (��( Section R1004 Factory-Built Fireplaces building. PURSUANT TO SECTION 69.5 (b) OF THE NEW YORK STATE EDUCATION DEPARTMENT, REGULATIONS OF THE COMMISSIONER : N���I� R 1004.1 Factory built fireplaces shall be fisted and labeled and shall be installed in accordance with the conditions of the listing. Factory G2439.4 (614.5) Dryer exhaust duct power ventilators. Domestic dryer exhaust duct power ventilators shall be listed and labeled to UL 705 ("REGULATIONS'), 8 NYCRR 69.5, ENTITLED "SEALS AN ARCHITECT WHO SEALS "PLANS, SPECIFICATIONS AND REPORTS" MUST PLACE ' ........•• •• •••.••••. .•. . .••••••••••: built fireplaces shall be tested in accordance with UL '27. for use in dryer exhaust duct system. The dryer exhaust duct power ventilator shall be installed in accordance with the A STAMPED WARNING ON THE SEALED DOCUMENT INDICATING THAT: IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTINGB NUMBER . R 10004.5 Gasketed fireplace doors. A gasketed fireplace door shall not be installed on a factory built fireplace except where the fireplace manufacturer's instructions. UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER AND ITEM IN ANY WAY. system has been specifically tested, listed and labeled for such use in accordance with UL 127. 2 0 1 6 0 2 3 R 1006.1 Factory built or masonry fireplaces shall be equipped with an exterior air supply to ensure proper fuel combustion unless the room Section P2607 Waterproofing of Openings is mechanically ventilated and controlled so that the indoor pressure is neutral or positive. See sections R1006.1.1 R1006.5. P2607.1 Pipes penetrating roofs. Where a pipe penetrates a roof, a flashing of lead, copper, galvanized steel or an approved elastomeric UNITS 103 (MODEL Al ) �,R� JIL W material shall be installed in manner that prevents water entry into the building. Counterflashing into the opening of pipe serving Q SHEET NUMBER Energy Efficiency as a vent terminal shall not reduce the required internal cross-sectional area of the vent pipe to less than the internal = N1101.10.1.1 (R303.1.1.1) Blown or sprayed roof/ ceiling insulation. The thickness of blown in or sprayed roof / ceiling insulation (fiberglass or cross-sectional area of one pipe size smaller. a cellulose) shall be written in inches (mm) or markers that are installed at least one for every 300 square feet (28 mz) throughout 104 MODEL Al Z "I" 2 the attic space. The markers shall be affixed to the trusses or joists and marked with the minimum initial installed thickness with Cr) numbers not less than 1 inch (25 mm) in height. Each marker shall face the attic access opening. Spray polyurethane foam (q thickness and installed R-value shall be listed on certification provided by the insulation installer. a COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WHEN NOT ALI6NED WITH RAFTER, U) GONNEGT KING STUDS TO TOP PLATE 1'- AT A X O MIN. ROOF FRAMING WRAP 1-1/4"X22 6A.6ALV.COIL STRAP 2x4 OR 2x6 Z ATTACH ro FJLGti PAR 06-70 X 24"MIN 6F OPPOSN6 RAFTER6 DBL TOP PLATE OVER TOP OF TOP PLATE AND NAIL CRIPPLE STUDS W E ATTACH TO EA6H PAR RAFTCS ROLE RAFTER 2x AGO LEDGER W/2-3/8"x5" LAG, Ib"O.G. ROOF BOLT5® IG, Or,INTO STUDS 0 2 �PLAN 5�PtAN 2X BLOGKIN6 O `�--J 51MP50N 5TRONG-TIE 0 A35® EVERY RR AT 2 END BAYS 2X4 STUD WALL OR SI,PSON STRONS SLTP�ON STRONG - - CEILIN6 J015T OR GABLE STRo GBACKKS O W SIMPSON STRANfrTE HN2 812 NAILS -TE TE 1`10 ° TRV55 BOTTOM CHORD SIMP50N H2 CONNECTOR®EA. • L O v SIMPSON STRONG-TIE i-' E- .�...� � � TYp, 840 NAILS TYP. RW SnWS%kL M ATTAaV TO FJY,Ii PAR OF OPPOSING Rk-US. ALTERNATE TO R106E STRAP, H3 0 EVERY RR RAFTER TO STUD AND KIN65 U +' ` FOR USE WEN 5nA5 AND USE IN t;OP431NATI0N Ot�Y WEN STUDS AND "NALVaPTIIX RM STRAPS ARE Nor WffLI CAlAR TES C PROVIDE 2X4 COLLAR TIE AT t1NFEN ALIGNED) U > "NAL DNi OR 2X4 LLMDHt ARF LOGAT�N Tlf UFP�mIRD Gf THE UPPER THIRD of THE ATTIC SPADE � _122 p N}; v 'RAPT�S AL16N -WTERS DO NOT ALI6N ATTIC SPACE AW ArrAct�TO FXt1 PAR OF RAFTERS W/4�Od NOLs Hv 4-1040 AT EACH RAFTER) 05-22 STRAP AT EACH STUD,SEES U) .� h 2:i_ L5U26 FOR 2x6 LSU28 FOR 2x8,2x10,OR 2x12 DETAIL 4 O V § n a"n L �fn•- M U Q W a co FRAMED OPE 6 = L `2 to WI OR ❑ U U M 0° �R 1 DOE STRAP DETAIL / �RI DC E STRAP DETAIL 51MI'S0N STRONG-TIE 2x4 OR 2x6 oR DOOR O (FOR CATH.GL6S WITHOUT COLLAR TIES) / (WITH OR WITHOUT COLLAR TIE5) LU28® EVERY GJ STUDS® Ib"O.G. (29 2 / 3 7 2x AGO LEDGER W/3/8"x5"LAG, �N�TORS � a ao'�cKr N.TS. LOCATE AT / N.TS. LOCATE AT EVERY RAFTER BOLT 0 16" Or, INTO STUDS p IN THIS AREA SAPSON STN�HK� SI4P��OM STRONlG 5TRAPPIN6 TO BE 1-1/4 X 22 6A. -TIE ON TE fib / 6ALV.,SEE DETAIL 4/01.ALL STRAPPING M lb�K Uv." APIA® // PORGH ROOF GABLE END HALL TO BEAR A MIN.of 10'ON FRAMING. 80 NAILS TYF. FOR USE WEN SIDS AND USE IN corelNAnoN ONLY WBd STUDS AND / ----/ IO S5 RAPP I NO DETA I L I I D T T ATTIG 'RAMtW2 A116N 'FLOE TES Cao NOT ALIGN rlTs. Z O STRAPPING TO RUN ONTO RIM JOIST,SEE DETAIL q/DI(ONE STORY)OR ONTO STUD (� OF RAFTER HURR I DANE TIES E5\\ e o AT WALL Baow(rYJO STORY) (D�N.T��UXATW AT EVERY ROOF RAFTER \ Z ATTI G 0 • 5TRAPP I NO DETAIL U ' P05r(AP 6, �2 FOR FRAME GONNEGTI ONS 0 ° LIQ WqQ-4 AT"S DI LL Ln I •. N.TS. rn 2ND FLOOR /� �� IL (2)2x p " 4-16d FADE NAILS FROM Z / STRAP OR 4x PROVIDE 3 X3X6 X3 WASHER PLATE AT ALL ANCHOR BOLT5 KIN6 STUD INTO HEADER ❑ (� 0) / WrC45P 5ECURED BY WOOD SILL PLATES. / COLUMN POST TOP ANCHOR 51MP50M PAB OR 5B ANCHOR BOLT5 MAY BE USED IN LIEU OF T STRAP START N115 THREADED ROD W/WASHER PLATE. F+y J EW 1J3J6m / LOCATE AT EVERY GOI�JMW 6FRDLR GOM6GTION H/2°LP PIM � PROVIDE 3'X6'XO36'6ALV.STEEL PLATE W/ f / N T5. EW or 15gyp 6-8D NAILS AT CORNERS AND INTER5EGTIN6 Ir MK 'I _ Ir LB46 WLS Mme) I T �NAIL 12-812 NAILS AT BUTT JOINTS IN STRAI6lfT SIMPSON L5TAI2 STRAP W/ I WALLS WHERE THERE SINGLE PLATE OR HEADS 5-IOD NAILS EACH END AT G1EAR�� � 2X6 KING STUDS NAND= EACH JACK STUD I I ONE AT 5PAN5 IF TO 6 FEET GUr I.BJbm \ / r�_�Illlt � 24'MINIMUM LAP SPLICE Two FOR SPANS 6 TO 12 FST 2X6 JACK _FROVCI=MN.B�D -. 5/8"� A301 ROD THREADED 6"BOTH ENDS. THREE FOR SPAN512 TO 16 FEET0� SPANS<bp�J:/V BOTTOM ' 3/4' AND I"ROD AT 51MP50N STEEL 5TRON6 WALL,SEE PLANS 12-I60 MIN.NAILS !' FOD LB46m NAILS AT ALL SPLICES TWO AT SPANS FROM V TO 12' H DISTAMICE OF 1 n MR � IST FLOOR W THREE AT SPANS>12' W (~•� : " " UNLESS NOTED OTHERWISE ON PLAN •!�"') SIMPSON POST BASE t`L � (4)MALS MR N I ABU44 OR ABUbb,SEE PLAN 2X3/6 X3 WASHER PL W/NUT EACH SIDE Ism trn'� UPPER STORY SHEAR m �-G5-22 COIL STRAP 1 ( 1 WALL TO GIRDER ALTERNATE ANCHOR BOLT DETAIL @ EXTERIOR WALL ❑ (� FLOOR TO FLOOR TIES 1 \ l BELOW GONNEGTION O �A=Alr EVB2Y STUD 1 \ 1/2'40 HIOOKfD ANCHOR BOLT Err T' FOR SET BAGK HALLS HDU HOLD-DOWNS AND STRONG WALL DOUBLE TOP WALL PLATE SPLICE DETAIL HEADER CONNECTION NOTE I \ FOUNDATION MINIMUM EMBEDMENT OR EXPALJ510N 13 04L STRAPS IND SffATt1IN6 PROVDE bd OGATHON(0171 x 25'LONG)MALS. 1 \ BOLT W 5'MINIMUM EHBEDh1ENT COL STRAPS M 95TH b PROVIDE:10d C0&9N(0171 x V LaO)NAIL$ 1 \\\ 6 GOLUMN P05T BOTTOM ANCHOR ( \ N.TS. L?GAT'E AT EVL�I?Y COLUMN/6tRDi=R GOWdEGTION �I�*VM ALLOWABLE HOLES - TO naT Vruer Mac SD NAIL a b'0/6 AT ALL PANEL E06ES I6D NAIL 0 24"0/G 1 \ PWM " LVL Headers and Beams 1 IAS ft=mo�* 51MP50N HGP HIP HIP RAFTER, I6D NAIL®24 0/G }(6"056 OR PLYWOOD W SHEATHING Microllam® LVL 1 CORNER TIE SEE PLAN INTERIOR 1.3E TimberStrand® and NOTE=WHERE 24'WIDE MINIMUM PULL HEI6HIT (4)fJALS MIN N LSL hole zone Parallame PSL 2 x diameter of the Y depth U WALL RETURN 15 PROVIDED AT END5 OF I �. 'm hole zo largest hole(minimum) 0 BRACED WALL UNE THE 8008 HOL.DOI N MAY I I' - ID BE ELIMINATED. PROVIDE TWO(ONE AT EACH I6� 51MJ 65-22 STRAPS PER DETAIL 4 IN LI81 OF I 4� SIMPSON BP WASHER m N) ```J ° ° AT ALL PANEL NAIL a /EDOE5 INTERIOR d - - L5TA36 STRAPS SHOWN IN THE DETAIL. NAIL SHEATHING,TO SILL PLATE IN ed 2X AGO SILL PLATE. DOUBLE I NAILS 0 4'0/G 51LL AT HALL BA5EM1ENT5 ° EXTERIOR ° - - - - - - - - 0 0 GYPSUM BOARD ° ° ° 5/8 DIA 5TEEL ANCHOR J T'MINIMUM -- - - - SD NAIL e 12'OK AT ALL ParallamIDPSL BOLTS MAX 2',B'OG.. -ix b TUT VAlEY EMBEDMENTEXTEND BOLTS MIN T'INTO G5-22 COIL STRAP dw 9N)TO wast MEMBERS NOT AT PANEL ED6E5 Microllam® LVL and FDI.WITH n6HTENt�N!T t Pam allowed hoe zone 3'x 3'WA5FB2 TO EACH BOLT. (2)2 x i ACR 51�P50N LTP4 RATE NAL ED TO middle Y span PROVIDE TERMITE SHIELD SILL SMISM COL STB�w 15/32 05B OR LSTA36 W/10-10d NAIL5 GONTIMJd15 BAR SEAL AND MAINTAIN V MIN. �� RM AW SILL PLATE 0 1016 AT WM WO MM INSIDE CORNER OUTSIDE CORNER LOCATED 2'TO b' PLYWOOD SHEATHING INTOBEL STUD ABOVE AND I I FROM WD To FINISHED GRADE W LLA Mac TME"rs. d 1.3E TimberStrand® LSL allowed hole zone d r� r� n BELOW(2 FAGH CORNER) FROM TOP OF WALL L-\\J- tM1 A5 f$t TAGiJ CJD IVFGM PLAN VIEW PLAN VIEW00 TO=2q" WIL SNOTEGeneral Notes ¢ N N ti N OR SEE FOUNDATION PIAN COIL STRAPS UNDER SHLFATHIN6 PROVIDE.Sd COMMON(0.131 x 25'LDiH6)NAILS.COIL EXTERIOR WALL TOP W Cq CO 00 N � r N CO OO fV STRAPS OVER SHEATHING PROVIDE-10d COMMON(0.131 x 3'LONG)NAILS. EXTERIOR / /�aN� HEADER MAXIMUM ROUND • Allowed hole zone suitable for uniformly loaded LAY-OVER OR FAL5E /ALLEY X OR VVIR DEPTH HOLE SIZE headers and beams only. nd STORY GO ..NER GONNEGTOR5 TYPICAL ANCHOR BOLT STUD TO RIM JOIST TO SILL PLATE 5TRAPPINO DETAIL PLATE HIP GONNEGTION HALL I'RAMINO Ty • Noholesi canal 9 I-j KTs. I� LL 5�" 1%4' • No holes in cantilevers. LOCATED AT EVMY GORIER N.TS. �L�A=10HS NOTED N.T5. LOCATE AT EVE RY STUD Hi•TS• N.T.S N.TS. 7Ya"to 20" 2" • No holes in headers or beams in plank orientation. See illustration for Allowed Hole Zone DO NOT cut,notch or drill holes in headers except as indicated in illustrations and tables. A MINIMUM OF TWO BRACED WALL LINES(BWLJ ARE REQUIRED IN EACH DIRECTION OF A BUILDIN6. BI^LS SHALL NOT BE SPACED fl MOM6TRAP ANI? _ z 0 0 Z Z 0 MORE THAN b0 FT APART. WALLS WITHIN A BWL SHALL NOT BE OFFSET BY MORE THAN 4 FEET FROM A BNL. BVL LOCATIONS ARE TOP OF PONY „rte USW�_I I Nom= T�p� WALL m� � O O O O O O INDICATED ON FLOOR PLANS NOTE, _�15 5MP'SON DTTIZ f10.D0AN AT(h-W�.�P 6RK.fD 2 FT MAX PONY WALL MAY BE I 1 2 FT MAX PONY WALL MAY BE w WALL 9N P IZ H (TYPE Al HDU AG,RFQURl3? A BRACED WALL PANEL(f3HP)SHALL BE61N WITHIN 10 FEET OF EACH END OF A BVL. THE P15TANCE BETWEEN ADJACENT PLACED ON TOP OF HEADER PLACED ON TOP OF HEADER ® W L DP WALL PETALS G AND D. EDGES OF BWPS SHALL NOT BE GREATER THAN 20 FEET. THERE SHALL BE A MINIMUM OF TWO BNP ON EACH BWL EXCEPT AT ® WALLS( 16 FEET LONG MAY HAVE ONE 48.OR LON6ER BW. BWPS ARE TYPICALLY G5-W9P SHEATHED BRACED WALL PANELS 0O ® 0-0 NNS AT MV (TYPE A)OR 6YP5UM BOARD 60(TYPE B). PROVIDE TYPE G,D,E,OR F PANELS AS NOTED ON PLAN WHERE BHP TYPES A 3 ON ILO LVL OJT51D(SEE PIAN) o AND B DO NOT QUALIFY DUE TO MINIMUM LENGTH REOUIREI-ENT5 OR ADDITIONAL CONTRIBUTING LENGTH OF BHP 15 REQUIRED. COHT1NJ011�TO OIJPSIDE OF PA1 1 N ® BW TYPES ARE INDICATED ON FLOOR PLANS. N ® -3/8'0 THREADED ROD (/') ® G5-W5P GONTINUOU5LY 5HEAn-eo BRACED WALL PANELS(TYPE A)SHALL MEET _ z NOTE.WHERE 24'WIDE MINIMUM FULL HE16K THE MINIMUM LENGTH REGUIREMENT5 OF TABLE 8602.10.5. NAIL X'MINIMUM WALL CONTINUOUS IV4 MIN DEEP HEADER TO CONTINUOUS II4'MIN DEEP HEADER TO WALL RETURN 15 PROVIDED AT ENDS OF 5HEATHIN6 WITH 8d NAILS a 6"0/0(EPeE5)AND 12"0/0(FIELD)AND PROVIDE 2X our51DE KING,5nm(5>�PLAN) Q OUTSIDE KING,STUD(SEE PLAN) Q PMH.ep6E G5-WSP BRACED WALL LINE TLE 8000 BLOCKING AT ALL UNSUPPORTED PANEL EDGE5. PROVIDE 800 POUND HOLDOVN FASTEN J'SHEATHING TO HEADER IN ' ' FASTEN i'SHEATHING TO HEADER W Z HOLDOWN MAY BE ELIMINATED. PER DETAIL 14 OR 20 AT ENDS OF BRACED WALL LINES THAT DO NOT HAVE a BD NAILS o 310/6 IN EACH DIRECTION a 80 NAILS 0 310/c,IN EACH DIRECTION WALL- MIN PANEL W EITHER A 24"MINIMUM FULL HE16HT WALL RETURN OR A 48"MINIMUM BWP. LU SIMPSON L5TA24 STRAP ON BOTH SIDES AND L U SH35ON LSTA24 STRAP ON UNSHEATHED HEIGHT(FT) WIDTH'L' TRIM TOP OF PANEL A5 REQV 0 EACH OF HEADER TO JACK 51012 W/lb-1001-1- � � FACE Wl Ib-IOD NAILS � 8 28' �- TABL.E 8602.105 MINIMUM L.EN6TH REQUIREME=NTS OF C546P q 32, 6 L/4'SDs SCREWS 0 W m CONTINUOUSLY SHEATHED BRACED WALL PANELS FASTEN TOP PLATE TO HEADER HU 2 F FASTEN TOP PLATE TO HEADER W/2 HA ^ ROWS OF Ibd NAILS a 3'0/G Zo ROW5 OF 16d NAILS 0 3"0/G z 10 34' PORTAL STRAPS I/2'FROM�6E ON, W H W WALL AJAGENT CLEAR MINIMUM LENGTH OF p U O II 38" BOTH SIDES(4 STRAPS PER PANEL), Y FE16HT(FT) OPNG HlEI6 IT BRACED WALL PANEL (2)JACK STUDS MIN.OR PER PLAN 0 > 0 Hai -51M" GNW COUPLER <64' 24' D_ (2)JACK STUD5 MIN.OR PER PLAN CL 12 42 8 64'TO 80' 32' ~ BLOCKING,AT PANEL E06E5 ~ BLOCKING AT PANEL ED6E5 5W5B 5 L SBI Z �/ U 80"TO qb" 36'# 0 BLOCKING,AT PANEL F_DGES PANEL,VERIFY PANEL 15 PLUMBS Z f PANE.SHALL HAVE A LENGTH T'OF NOT lY LESS THAN 16'FOR ONE STORY AND 24'FOR PANEL SHALL HHAVE A LENGTH'L OF NOT b4 2T GYPSUM BOARD GB BRACED WALL PANELS(TYPE B)SHiALL BE o -3/8'0 ANCHIOR BOLT OR q 64'TO 80' 30' 48'MINIMUM IN LENGTH ON BOTH SIDES OF WALL PER TABLE O LE55 THAN IG,"r-OR 8 FT KALI.,lb FOR q Q F7 WALL,AHD 20'FORA 10 FT WALL SEL U FIRST FLOOR OF TWO STORY Al'PLIGATION. NOTE=DETAIL APPLIES TO W ADHESIVE ANCHOR 80"TO 4b" 41' R602.105. SECURE Ys"6YP5UM BOARD WITH 6d COOLER NAILS, ULAN FOR ACTUAL LBI6TH. J SEE PLAN FOR ACTUAL LENGTH. BOTH ENDS OF HEADER Q 64" 30' .0415"X I%'6YP5UM BD NAILS,OR DC16"X I%*ANNULAR RINGED � F WIDTH r0 HEIGHT DIN�510N5 ARE �L IF WIDTH TO HEIGHT DIMENSIONS ARE • 10 64 TO 80' 30' NAILS®7'O/G(ED6E5)AND-I"O/G(FIELD). BLOGKIN6 15 NOT EXCEEDED THEN DETAIL'F'TO 13E USED. F�C��THEN DETAIL'F'TO BE USED. HQM ❑ w • '• 80"TO qb" 38' REQUIRED AT UNSUPPORTED PANEL EDGES WHEN PANELS ARE " N OVER INSTALLED HORIZONTALLY. PROVIDE JOIST OR TRUSS OR FULL - BOTH OPENINGS THEN MCONTINUOUS WADER IDDLE vvi •Partial credit for panels 36"to 46"wide per R602.10.52 HEIGHT BLOCKING DIRECTLY ABOVE AND BELOW TYPE B WALLS. X X BRACING i5 NOT REQb "L." _ TYP I GAL HOEDOWN DETAIL AT Q ONE JACK AND KING 51005 Q ONE JACK AND KING,5TI1D5 L EQUAL TO LLi U CONTINUOUSLY SHEATHED WOOD Two KING STUDS or > 12" 9 0 H- FASTEN 1/16'5HFATHIN6 TO EACH STUD � FASTEN'1116*SHEATHING TO EACH STUD /'jam A STUCTU RAL PANEL "CS-WS P" - TYPE A B GYPSUM BOARD "GB" - TYPE B u- AND SILL HN/8D COMMON NAILS o 3'OX AND SILL W/80 COMMON NAILS a 3'0/6 F } Im FRAMED FLOOR� O O FA ND SILL SHEATHING TO STUD O F� NOT TO SCALE PER FIGURE R602.10.5 NOT TO SCALE PER FIGURE R602.10.5 AND SILL IY 840 NAILS a 4'o/G Hai N.TS. TO PORTAL FT TO 18LL"C'ONLY APPLIES FT WIDE OPENINGS Z 1 51HP50N IOUS HOLD"W/14-1/4'5125 SIMPSON HOU2 HOLDOWN W 6-1/4 TABLE 602.10.3(0 BRACING REQUIREMENTS BASED ON 14OMPH TABLE 602.10.3(2)WIND ADJUSTMENT TO 5GRt3N5 N DOUBLE END 511012 SD5 5419 GR1315 IF NO FLOOR ABCNE 0 0 0 Co WIND SPIED,F�Q'OSURE B,30 FT MEAN,ROOF HEIGHT,10 FOOT REQUIRED LENGTH OF WALL BRACING. 2-1/2'40 ANCHOR BOLT OR EXPANSION S ��' 10-1/4`505 APANE TO 51T DIRECTLY ON TOP OF SGREW�i IF FLOOR ABOVE. (n :. ................. ................................. SIMPSON DTTIZ H61.LXJYVN AT CS-W9P WAOPD WALL HEIGHTS,AND 2 BRACED WALL LINES 1/2'40 ANCHOR OR EXPANSION BOLT CONCRETE FOUNDATION WALL BOLT WITH 2"x2•X�,{6'PL WASHER W WNL EW PANELS(TYPE/� ITU AS FMR® ADJUSTMENT STORY CONDITION ADJUSTMENT 2-1!2'40 ANCHOR OR EJ�ANSION BOLT C CONT BASED ON SUPPORTING FACTOR 04 BAR DONT IN TOP OF CONCRETE OVER RED AT ORA( WALL PETALS c AW D. STORY BWL 5PAGIN6 METHOD 6B CONCRETE sw BAR CONT IN TOP OF CONCRETE •3 TIE 0 5HEATHIN6 EXPOSURE GATE6ORY ONE STORY G 12 FOUNDATION F- t� � ,S FOUHOATION FOUNDATION BIER?- .0C' m S-IOD NILS AT VMIZ TOP ID' 2S' 55' EXP05LIRE CATE60RY ONE STORY D IS 14 BAR CONT IN TOP AND BOTTOM Q EXPOSURE CATEGORY TWO STORY G 13 f �G NABS-18 ANCHOR BOLT OR 3e THREADED OF CONCRETE FOUNDATION SIMPSON 561/8X24 OR PABT-18 ANCHOR ROD W/WASHER PLATE,5�DETAIL ISA21 NABS 18 ANY,FIOR BOLT OR 3e'THHREADED BOLT OR Yo'THREADED ROD, W cT CT m TOP 20' 5.0' 10.0' EXPOSURE CATEGORY TWO STORY D Ib EXTEND WALL 5HEATHIN6 OVER RIM JOIST 5 DETAIL IS/DI OVER ROD W/W/A5HHBt PLATE,SEL DETAIL B/bl • ® ROOF EAVE TO RIDGE ROOF ONLY 15 FT 1.3 PANEL EDGE V W TOP 30' 1.0' 145' FRAMED WALL.PORTAL DETAIL TYPE D ONLY APPLIES TO 6 FT TO IS FT WIDE OPETUN65. fA � Y� ROOF EAVE TO RIDGE ROOF ONLY 20 FT Ib FLOOR PANEL HAS CONTRIBUTING LENGTH OF 48"TOWARDS R602.10.30)MINIMUM LENGTH WALL TO BE USED ON FIRST FLOOR APPLICATION ONLY.PANEL HAS A,., TOP 40' q.0' 18.5' ROOF EAVE TO RIDGE ROOF+I FLOOR 15 FT 1.15 REQUIREMENTS FOR BRACED WALL PANELS AT BRACED WALL LINES. PKI-TO BE CONTRIBUTING LEN61H OF 48•TOWAIRD5 R602.103(I)MINIMUM LENfTH SIMPSON DETESTROH MINE ANSIZE 0�A5 GN TO+IOR BOLTS FOR ❑ 0"3 ? ROOF EAVE TO RIDGE RODE+I FLOOR 20 FT 13 ACTUAL HORIZONTAL DESIGN WIND LOAD AND GONOITION 2 L ON FIRST IFID 8/PPI-IGATI011 ONLY. REGUIRE14EWS FOR BRACED WAIL_PANELS AT BRAG®WALL LINES. 3g I TOP 50 I I.0 .0 ROOF EAVE TO RIDGE ROOF+2 FLOOR 15 FT 1.1 �0�. . .. . . . .�............... 1 ROOF HAVE TO RID6E ROOF+2 FLOOR 20 FT NP TOP 60' 13.0' �►� WALL HEIGHT ANY STORY 8 FT OA CONTINUOUSLY SHEATHED PORTAL PORTAL FRAME WITH HOLD-DOWNS ALTERNATE BRACED WALL PANEL "ABW" SIMPSON STRONG WALL B NUMI3�R 3/8'0 ANCHOR BOLT OR _ WALL HEIGHT ANY STORY q FT 0.45 ADHE5IVE ANCHOR BOTTOM of 2 ID s.0 LOS WALL HEIGHT ANY STORY 11 FT 1.05 C FRAME "CS-PF" DETAIL - TYPE C D "PFH" DETAIL - TYPE D DETAIL - TYPE E DETAIL - TYPE F ° M t BOTTOM OF 2 20' q.0' Iq.O' WALL HEIGHT ANY STORY 12 FT 1.1 2016023 n a.. a: NOT TO SCALE PER FIGURE R602.10.6.3 NOT TO SCALE PER FIGURE R602.10.6.2 ` NOT TO SCALE PER FIGURE R602.10.6.1 NOT TO SCALE PER ENGINEERED METHOD W : , , NUMBER OF BWI.PER PLAN DIRECTION AT STORY 3 1.3 BOTTOM OF 2 30 13.0 215 Q NUMBER OF BHL PLR PLAN DIRECTION AT STORY 4 1.45 SHEET BOTTOM OF 2 40' 11.0' 36.0' HkM OF�I-PER PLAN DIRECTION AT STORY 5 OR MORE Ib NUMBER GYP BD FIN15H OMITED FROM INSIDE FACE OF BNP 1.4 2 I B RACED WALL PANEL DETAILS t-fOLDOV�II�I DETAIL L AT SLAB BOTTOM of 2 50' 21D' 44.0' APPLIES TO METHOD G5-W5P ONLY W UNITS 103 MODEL Al ) & 104 M DEL 20 N.T5. BOTTOM of 2 bo' 25 0' S2 5, GYP BD FASTENING ANY STORY 410/C 03 O Al )A 1 0 APPLIES TO METHOD 66 ONLY D 1 NOT TO SCALE W O COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED W t t7U CANT.rxe CL06KN6 TYP.EXTERIOR WNL QQ � C � 1 xA"g1T baR5 0 Ib"06.- 2 Z ^ { fR*tp wff A A W = 5 + 2 0 L- O rn cu 4--J L t5 C/) Al RIDGES TO ALIGN RIDGES TO ALIGN (2)2 xi"d-ovm 2 2 PML M06K FRNxbx8 � "+-'' �N} RID6E VENT RIDGE VENT 6Y"FYPON"OR EQUN z ' U, i i I"x8"TRM Z al a cao' TYPICAL ROOFING= O Q W m M ARGHITEG OOrI SHINGLESco TYPICAL ROOFING= (xb"FAraGIA ❑ 15 FELT UNDERLAYh1FNT ARGHITEGTURAL SHINGLES 15#FELT UNDERLAYME NT I/2"PLYWOOi)S�UtiNb M 1/2'PLYWOOD SHEATHING b'AZE:TRIM b'AZEK TRIM I/2'PLYWOOD SHEATHING I"xA"TRIM ``nn M I V 2 12 ALIVCR,11!R 12 12 12 DENTIL BLOCK IIDTL86xbx8 DENTIL BLOCK#Ml.BbxbxB 12 _9 712 BY"ON'OR EQUAL BY'FYPOM OR EQUAL 12F b'AZEK TRIM - �^ _:�I2 �—�-� b'A�'�'M GABLE END DETAIL I OH. 12 �D� . OH. OR r Vx 8'AZEK RAKE BD W Tr 6'AZEK TRIM IN 8'AZE;RAKE BD W/ 77 N.T.S. Al Z �^ N 3'AZEK TRIM CTYPJ 12 m m 12 IN 3'AZe:TRIM fTYPJ ^ 12 ROOF BREAK ROOF BREAK 2 6'BUND FLASHIr16 6 HIGH BLIND b'BLIND FLASHING � (� FLA5HING 411 LiL STANDING TAND11,16 SEW SEAM SETAE ROOF METAL ROOF - IYIY Ix8 FA50IA BD BEDROOM><2 PL HT I - _ b BLIND ALIGN -,...8'AZfK ALIGN b BLIND g BEDROOM�2 PL HT O o 11-01 FLA5HIM6~ FASCIAS FRIEZE�. w.. FA5GIAS— -_FLA5HING o 1 0• LL U OH. I OH. .'^ OH. OR ILL Ln OH. oH. 1'X8'AZIK i� El W TRIM BD _ s' < = TRIM 19D 4 I I 4 I 4 avER sIRVER 4 4 1 VER 61 4 ® w 4 4 I I 1 4 4 �--� � 1 r I Jill 11 11111 I ( I r W Jill III Jill' 11.1 1 LL]LLIL J FIN. IST FLOOR ( FIN. IST FIN. IST ( �4JAI FIN. IST FLOOR u ELEV= O'- — OOR 00zzz; FLEV= 0--0- 10"SQUARE HBt6 PERMA CAST I BG523.POST NTH SN-,ON GAP ANCHOR t I I I I I I BG6xb P T POST WITH SIMPSON POST GAP ANCHOR t I 10'SQUARE IBt6 PERM%CAST I O COLUMN NN46382 IN 5QUARE COLUMN x46382 W/SQUARE � w FLAT GAP d BASE(OR EQUAL) I SIMP50N ABWb POST BASE I I I I I I 51MP50N ABU66 POST BASE I FLAT GAP t BASE(OR EC>?IIAL) I w (YYP-ALL COLUMNS) (TVP-ALL COLUMNS) � I -coRNER COLUMN To 19E I I I I I I I I "CORNER GOLtA�N To BE I � � PROVIDED W/SPLIT KIT PROVIDED W/SPLIT KIT ._, I I I I I I I I Lw 9 m I I I I I i I I O w O I I I I I UWIN.BSMT Prom UNlFIN.BSMTFLOOR_ Fi- - - - - - — - - - - - - - - - - - - - - -I- - - - - - - - - - -I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �I- - - - - - - - - - - - - - - — — — — — U FRONT ELEVATION FRONT ELEVATION � H 3 = I-0 3 b' = I'-0' z U UNIT 104 UNIT 103 Z w MODEL Al ( MODEL Al ( 0 TO AL16N RIDGES TO AL16N LLl ti_ o 4 4 F- RIDGE VETT `" RI06E VENT � � N co aD N Q N N I� N OD 12 I2 -t 135 12 t 135 CRICKET OND 7. t 135 t 135 I uj D ------------ AI.I 12 O O O O O O 12I 12 12 �12 5� 5� 5� 1'-0' 1'-0' I O'er-12 41 Til W W Cu INSTALL ICE!WATER SHIELD GH. OH. 12 12 OH. OH. INSTALL ICE t WATER SHIELD m m m PER MAR FAGTURER5 12 12 12 12 PER NMNlFAGAIRERS SPEGIFIGATIONS TO MAINTAM PRODUCT WARRANTY 12 NT MAINTAIN co Ix8 FA501A BD. PRODUCT WARRANTY o N H7f ; O N N92IEsLLL LASHIHI6 FRIEZE W. 1 WEATHER HO THE AIR,ROOF FPECK ANDD APPLY ICE t WATER SHIELD IN FAIR - - WEATHER WHEN THE AIR,ROOF DECoK AND .- MEMBRANE ARE AT TEdPERA711RL5 OF 40°F MEMBRANE ARE AT TE-1PERATURE5 OF 40'F - WC)OR H16HER. 5RKF5T PL HT _ —— — M5TR BDRM. , �T� MSTRBDRM — — — — BRKFST PL MT I- I'-0' I'-0' — PL HT "PL HT - Z 17H. p� I'�i' I'�i' p-0• OH. � U GH. OH. OH. aN. /71 EXTERIOR HALL, O m -HARDIPLANK SHINGLE 510IN6 - I'-0' I'O' - -- L1HE EXTERIOR WA11 W O W TYVIK OR 6GllAL i I ® FF I SOFFIT OH11r, . Co. 50FRT ® ®1 -1 -TYVB'OR EQUAL E SIDING Y -VIb'OSB SFFATHIM6 LLJ U -TYV OSB SHEATHING fd i-: _ > ~i -2xb WOOD STUDS•161 OG. �+ idl a -2xb WOOD STUDS 0 I6'O.G. W -6"R-21 BATES Q 4 i u Q 4 iv g v Q Q -b'R-2I BAT15 Z U p v o 4 6ARA6E 4 0 -v U_' WALL 6 l i � w BEYOND. Z w co Q FIN. IST FLOOR IN. 1ST FIN. ISIIIIILillFIN. IST FLOOR ELEV= O'-0' oo ELEV= O'-0' 2020 NY5RG-62421$ 03$) W VENTING 5Y5TEM TERMINATION LOCATION: N I _`= I — — I F--_�-1 I — — THE VENT TERMINAL DF A DIRECT VENT APPLIANCE WITH AIN lil U bxb P.T.POST WITH 51MP'�ON 10'SQUARE HBd6 PERMA CAST 10'SQUARE F�t6 PERMA CAST bxb P.T.POST WITH SIMP50N INPUT OF 10,000 BTU PER HOUIR(3KW)OR LE55 SHALL BE CK OC62416 POST GAP ANCHOR! ( I I I 1x4 AZEK(TRIM I II ( III I I I I I III I II I I Ix4 AZE:ITRIM I I I I BG523/6 POST GAP aNGHIOR t COLUMN X46382 W/SQUARE COLUMN><46382 W/SQUARE LOCATED AT LEAST b'FROM,ANY AIR OPENING,INTO A F 51MPSON POST ) I I FLAT GAP t BASE(OR EQUAL) I I I I I II I III I I I I I I II 1 G I I I I FLAT GAP d BASE(OR EMAL) I I 5 Am i BASE I } BUILDING,AND 5 YA AN APPLIANCE WITH AN INPUT OVER IOp00 m CORNER GOLUMN TO BE III l II i I II 1 W I -CORNER COLUMN TO BE BTU PER HOUR BUT NOT OVER 50OW BTU PER HOUR SHALL BE Z til PROVIDED W/SPLIT KIT I I I III I X11 I I I I I I I IIS I p l l I I I PROVIDED W/SPLIT KIT I I I INSTALLED WITH A Cl INCH Vern TERMINATION CLEARANCE,AND NDOWI I I I I I I VERDE W 1 AN APPLIANCE WITH AN INPUT OVER 50,000 BTU PER HOUR Z = I I I I I I SHALL HAVE AT LEAST A 12 IMGH VENT TERMINATION ¢ V CLEARANCE THE BOTTOM OF THE VENT TERMINAL AND THE PAR o o INTAKE SHALL BE LOCATED AT LEAST 17 ABOVE GRADE. Nn .......... ...... .. . . ... Luo G�Sc RED�,. 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PULLY OPEN,SHAD-NOT REDUCE THE NET CLEAR OPENIN6 J MBER AREA OF THE WINDOW UNIT TO LE`S TW4N 5.1 SQUARE FEET. • UNIT 103 UNIT 104 w2016023 MODEL Al (HOLLY) MODEL Al (HOLLY) Q SHEET NUMBER UNITS 103 (MODEL Al ) 8z DUET CLUSTER ELEVATIONS Z 104 (MODEL Al ) " W 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED RIDGE VENT cf) F— "FIRE RETARDANT z FLYNXI?SHEATHING 2 w E 2'x8"RIDGE BEAM U 8 PJ065 TO AL16N RID615 TO AL16N 12 12 IZ106E VENT RID6E VENT 121— z 712 (L) Z _10- 2"Xb'RR 0 L 0 160 OG. F- 4—d M co 0 12 C1 5.5 :4 HARDIPLANK 12 12 12 4 (2)2"XIO" C) HORIZONTAL SIDING HARDIPLANK. 4 FT 5.5 QVTTER5 4 LEADERS q HORIZONTAL SIDING 61RDER I I . 5EG1,11RED TO ALL OTTERS 4 LEADERS 5HALL BE BAKED ........... U.) 12 Z WHITE ALLHW.032'MIR.6AL16E,6UTTERS KAU a m) 0 12 SMALL 13E 5-5EAR.E55,06.5TYLE W ALL 85 EN05 < Lij clm RIDGE VENT F41ATM 4 REWIRED ACCESSORIES. LEADERS R106E VENT 12 4 C) Lo SHALL 13E MIK 2"',D21'GAUGE W/CLIPS co ANCHORS. (AULK 4 5EAL ALL JOINTS. 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IST FLOOR I 1 11 1 1 if I it .11 1 1 1 24 It I I I I FIN. 15T FLOOR FIN. IST 4 oL r O._O�. I- "r ELEV= 0.-0. r EL Fi FV= O'__ AZEK TRIM Ix4 AZEK TRIM wine wm;zEv_ FIRST FLOOR I HOUR.RATEI? EXTERIOR, LiKi A FRONT PORCH BEYOND BEARING HALL A55EMBLY- 5E DETAIL: Wit A1.1 Ica P-1 W MIN.B"FLOOR VWIN B5MT FLOOR OL U) — — — — — — — — — — — — — — — — — — — — — — — —— — — — — — — —— — — — — — — — — — — — — — —— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —— — — — --i — — — — — — — — — — — — —— — — — — — — —— —— — — —— —— — — — — — — — — — — — — — — — — — — — -- _ - - - - - - = = ='_ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — — — — — — — — — — —— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -TYPICAL PORCH SLAB El 0 4"PL.a.Aft(MIN.3500 P51 GONG] PEINFORGM WITH bxb,10/10 WAM. R1 67HT 51DE ELEVATION IEFT 51DE ELEVATION (BREEZENAY 510E) 0 TAMP 4 FILL TO q5%DENSITY 311b, V-0, 5/16, V-0, UNIT 10 3 UNIT 10 3 BREEZEWAY SECTION A1Mrs. z MODEL A 1 (HOLLY) MODEL A 1 (HOLLY) w U 0 MOSES TO AJ-16N R106B TO ALIGN RIDGE VENT M06E VENT r HARIDIFLANK. 12 12 12 HARDIPLANK HORIZONTAL 5101% eJu5n It LEADERS 1F_ HORIZONTAL 51DIVo q ALL 6WER5 4 LEADERS SHALL BE BAKED 12 1- 00 12 MITE ALIHW 032'MIN.6AUSE,GUTTERS 6 Al SHALL BE 5'SEAMLESS,0.0.5raE W ALL 12 t ri oi C-4 r, C-4 00 RELATED I REQUIRED ACCESSORIES. LEADERS RIDGE VENT RIDGE VENT a i _Icli 6 co 04 SHALL 13E HK 2"",027'6AL16E W CLIPS 4 10 r"7 AWAM. CAULK 4 SEAL ALL JOINTS. PITCH RIDGE VENT­- 611TTER5 MR I/8'/FT.PROVIDE P.VL. RECEPTORS 6*ABOVE 6RAVE TO RECEIVE Q I If I I if i I LEADERS WSW CAP DE51,510. CH. LUL 12 _ 10 I H. 12 CLERESTORY CLERESTORY 12 F a 12 I.— WALL BEDROOM#3 BEYOND WALL BEYOND . . . . . . . . . . . . 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Ix4 AZEK TRIM 0 0 COVERED cn I HOUR RATED EXTERIOR w FRONT POR04 BEYOND FIDI z BEARING HALL co < A1.1 A55EMBLY- 5EE DETAIL: w 2020 NY G-6,240b(503b) VENTING SYSTEM TERMINATION LOCATION: THE VERT TERMINAL OF A DIRECT\rtw APPLIANCE WITH m INPUT OF IOPOO BTU PER HOW OW OR LE55 SMALL 15E _j UWIN.%MT FLOOR VNFR 05MT FLOOR LOCATED AT LEAST 6'FROM ANY'AIR OPENING INTO A — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — $ r — — — — —— — — — — — — — — -- 1 - - - - - - BUILOIN6,AND 9"AN APPLIANCX WITH AN IRV OVER 10,000 13TU PER HOUR Eff NOT OVER 50OW 07U PER HOUR SHALL BE z - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - — — — — - - -- - - -- - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - INSTALLED WITH A q INCH VENT TERMINATION CLEARAW-&AND AN APPLIANCE WITH AN IWff OVER 50POO BW PER HOW z SHALL HAVE AT LEAST A 12 INCH'VENT TERMINATION CLEARANCE THE BOTTOM OF THE VENT TERMINAL AND THE AIR INTAKE SHALL BE LOCATED AT LEAST IQ-ABOVE&;ZAM c/) ..........Z ......... W E FRR?- c LEFT 51DE ELEVATION RIGHT 51DE ELEVATION (BREEZENAY 511?E) 2020 W5RC-R312.2.1 0 All IN ONELLINS UNITS,Ili THE TOP Or THE SILL OF AN Mbm V-0, 3Ab' V-0' OPERABLE Ill OPENING 15 UXATED LESS THAN 24' ABOVE THE PIN19W FLOOR AND 6IT--ATER THAN 12,ABOVE THE FIM5HED 6RADE OR OTHER Su;?fvE BELOW ON THE W CIS EXTERIOR OF PC BUILDING,THE OPERABLE WINDOW 94AU �.n COMPLY WITH ONE OF THE FOLLOHNrm UNIT 104 UNIT 104 0 OPBIN65 THAT WILL NOT ALLM A 4 INCH DKIETER c/) TO PASS THROUGH THE OPENING UN ITS VP46BT OPIffW POSITION. FALL FwviNnoN DEVICES THAT cany WITH ASTM F 2oqo El F\ �1 MODEL A l (HOLLY) MODEL Al (HOLLY) ME WINDOW OPENING CONTROL DEVICE AFTER OPERATION To RELEASE THE C*M;UL DEVICE ALLOWINS THE HoN To ......... . ............... ........................... FULLY OPEN,SHALL NOT REDUCE 7THE NET am OPENING AREA OF THE WINDOW INIT TO LESS THAN 5.1 SQUARE FEET. . . 2016023 JOB UMBER W < SHEET NUMBER m UNITS 10 3 (MODEL A l ) & DUET CLUSTER MASTER BEDROOM CLERE5 4.�ERE5 Mull WALL BEYOND col."a C0vl PORCH BEYOND V5 ELEVATIONS (D 104 (MODEL Al ) V5 'LAI I Lu 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED F- ^ , Z W E 8 a� A G G A 0 .F..J V 5 AI-b AI-b AI6 AI-6 r ) 42) 52'-2' Ib'-0" 52'-2' O �•�/ L DIRECT VENT HN6 ELVIP. � EAITo - I - • APPLIANCE CLEARANCE APPLIANCES -0 15'-10' 9'-10" 12'-10' SHALL BE INSTALLED NTH THE AII FROM RfV.OTBGTEV DIRECT HEAEP � VCOMBSTIBLE MATERIALSAS PINCERNAPIANS z uV/ �Vl ONN CE INDICATED ON TIE APPLIANCE LABS FROM afROT AND IN THE MANIFAGTURER5 CLEARANCES EGTED Q U W c0 INSTALLATION IN5IRU:TIONS. SI1AJ_I_BE INSTALLED WITH THE O L �C M COMBUSTIBLE MATERIALS AS p . 4 LIN'_OF REAP.CHEEK INDIGATED ON THE APPLIANCE LABEL = ti LINE of REAR CHEEK I'd' WALL a UNIT 03 1.-0' 6 INSTALAND LATION I T I))GTION5.TURERS ❑ Q'_ FDI I'-2' V co WALL 0 UNIT 103 co V 2 IL Q6 V-2" 4'-4"M.O. 5'-2' Q 5'-2' 4'-4'MA. 5-2" Lo � 2 Y FDI o o TYPICAL PORCH 51AB O •4'PL.SLAB MK 3500 PSI GONG) O • ~ 2 FDI MUNDOW " REINFORCBD WITH 6x6,10/10 Wrist U TAMP t FILL TO 45%DENSITY FDI • 0 � o ,r, HD 8' I'-0' 0'b" ' �- HD 4 = Is'-lo• W 1 — 71 fn TYPICAL PORCH SLAB a - __ - H 12'-4' 15'-8' 9'b' 14'-8' I 14'-8" 4'6' IS'-8" 12'-4' w �/ 1'-10' 1'-10" 5'-0' 4--b- 1'-4' l'-4' AH T-4' 4'-b- 5'-0' 1'-10' 1'-10" 6'-2' b'-2" O n'-b' A G G A 10'SQUARE Ht6 PERMA GAST _ZO N w H a UNIT 103 AI-6 AI-b y AIS COLUMN 1046382 W/SQUARE M LINE OF REAR PORC LINE OF REAR PORCH o UNIT 103 FLAT GAP A BASE(OR EQUAL) () .�... r ` -CORNER COLUMN TO BE ' U > PROVIDED W/SPLIT KIT p N} IGOLUMN X382 NV/SQUAIZEGAST - - - - - O ` Q'�`r? 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MIN 3500 PSI GANG) ) COVERED O T-0' CL L J REI HTH 6x6,10/10 KKK " e PORGH 2016 TR ° �_ ° %om SLAB D"2' B o q'-0'HD HT r -I II'-6" a" 2'-0" b' B h'2' 4' 10` ARE d6 TOWARDS DOOR AI$ 2050 DH 21'x'' 4• CA5T E1463 W '!f'TYPE'X'GYP ED ON 6ARA6E - - 8'G�I DH ig ®�'HD HIT 5QI1 FLA GAP!BASE( I RIALS! uFE6 �' p —� --— _ P -(3)2kb•FDR 4 J T 'H10 Hr COVERED _ TWO GAR RAGE EW - LUMN T Ai �}•TYPE 9c'6YP ED ON W OF N PORCH " ® ) '4P.C.SLAB MIN FIN GONG) BE IN IT KIT L CZK40N WALLS TO 3080 EXT W%L DR W/ 19 N I s RENFORCE D NTH 6x6, 0 K AK - (2)IS 51DE16HT5 L (� I J DI Q SHAPE 6ARA6E SLAB 2' 2 bl-01 HD HT o b HD I (3)2 b'HDR 4 _ —_ -73)2x1 — — _ _ " TOS " Dnl IO SQUARE HBt6 PERMA G T (2) DH o _ Ok TYPE'X"6YP W ON ARA6E WALLS t CEILING oN Iq .o 1046382 W/SQUARE o r n ti " IL") F T GAP t BASE(OR EQU N N 0 Go 3080 EXT I DR W/ IL TYPE hc'GYP ED ON OF D1 - o a 17 vs ri co, N 21 — J L AGE C01MON TO O 8010 OH DR o GOLIIMN TO BE D1 �) O (2)18'S1 16HT5 I 19 DED W/SPLIT KIT ov- I IV HT:T (2) IDH 10"SQUARE HBd6 PERMA AST � � D1 8010�� 4 (3)13/4"q In"LVL COL"#46382 W/SGUA Iq 0/21 D )13/4"9 V2'LVL HD FLAT GAP d BASE(ORE AL) pI DI 0/21 4 -CORNER COLUMN TO BE DC11 Iq FRONT� PROVIDED W/SPLIT KIT I 8010 off DR_ � 1q Q Dnl DI LI1�of FRONT Q _ a • (3)13/4'7 9 1n'LVL HDR I I 8070 DR ° DI D1 GARAGE WALL v UNIT 104 1(3)13/4"q V2-LVL ' DI Dnl Z Z Z Z Z Z 19 DI 2 20 0 0 0 co v) V5 Z5 65 65 . ° DI Dn1 DESIGN N®, � 356 W z z z � z 31-1. 3-1 2'-4" b-4 6-4 7-4" I'-8" 8'-0'RO. 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II'-0' II'-0' : 0 I cV 14'-10' fl'-2' 22'-2' AI.I 22'-2" 17'-2" 14'-10' 54'-2' Ir 12'-0'BREEZEWAY 54'_2• Z A G I HOUR RATED EXTERIOR G A ,�' ; .1 �'� w AI-6 AI-6 © AI-b BEARIN5 WALL I AI b �. � ASSEMBLY- 5EE DETAIL: e ' FIRE SIDE O a m w o UNIT 104 UNIT 103 HORIZONTAL SECTION o O 1 ed Z O U 13 MODEL Al (HOLLY) MODEL Al ( � Q L 11000 STWS-NOM 2 BY 4 IN.SPACED Ib IN.OG NTH Two 2 5Y 4 IN.TOP AND ONE 2 5Y 4 IN.BOTTOM PLATE5.5RM W n LATERALLY-BRACW BY WOOD 5MCILIRAL PANEL SHEATHING(ITEM 5).WEE!MINERAL AND FIBER BO�APD56 PTEIM 5A)ARE � CONSIDERED AS BRAGIN6 FOR THE 57UD5,THE LOAD IS RESTRICTED TO 16%OF ALLOWABLE AXIAL LOAD.WALLS EFFEGTIVELY FIRE FIRST FLOOR PLAN FIRST FLOOR PLAN STOPPED AT TOP AND BOTTOM OF WALL ❑ 2 GYP M 90AV@-ANY CLASSIFIED 5/5 IN.THICK,4 FT WIDE,APPLIED VERTICALLY AND NAILED TO)STUDS AAD BEARIN6 PLATES 1 IN.Or.NTH 60 OB13IT-COATED NAIL5,1-V8 IN.LONG WTH V4 IK DIAM HEAD. 3/16"=1' 0" L I VI N6 AREA- 100 5Q. FT. 3/16"=1'-O" 5L JOM Aro IWJEADS-MOT SHOW-WALLBOARD JOINTS COVERED NTH TAPE AND JOINT COMIPOUND.NAIL HEADS COVERED = b LIVIN6 AREA= I,6�70 50. FT. HUTHJOINT COMPOUND. LTi GARAGE AREA- 486 5Q. FT. 4,1"S Alb 13 M*79.,4-MINERAL FIBER OR GLASS FIBER UNSUI.ATION,33/8 IN.THICK,PRE55U2E FAT TO FILL WALL CAVITIES i�l 0 6ARA6E AREA= 486 5Q. FT. BETHESH STUDS AND PLATES.MIMIRAL FIBER INSULATION TO BE UNPAGED AND TO HAVE A MIN DEN5ITY'OF 3 PGF.GLASS FIBER F [j, COVERED PORCH AREA= 364 5Q. FT. INSULATION TO BE FACED NTH ALUMINIM FOIL OR KRAFT PAPER AND TO HAVE A MIN DENSITY OF CA PGF(MIN R-13 THERMAL O m COVERED PORCH AREA= 364 5Q. FT. ENSIILATLON RATING). z S.YIOOD STRIIOnM PANE SHFJ1MW-MIN 1116 UN.THICK,4 Fr WIDE WOOD 5TRUGTUR/d_PANELS,MIN GRADE-C-D"OR'SHEATHING'. B J INSTALLED NTH LONG DIMENSION of SHEET(STRENGTH AXIS)OR FACE GRAIN OF PLYWOOD PARALLEL WITH OR PE RPavIGUAR TO Z Q 5TUD5.VE IRTIGAL JOINTS CENTERED ON STUDS.HORIZONTAL JOINTS BACAW NTH NOM 2 BY 4 IN.HOOD BLOCKING.ATTACHED TO (' o p EXTERIOR S OF WALL NTH 60 CEMENT COATED BOX NAILS SPACED 6 IN.Or.AT PERIMETER OF PANELS AND 12 IN.OG ALONG .... ............................. b EXTERIOR FAMES-INSTALLED IN AGGORDANGE NTH THE MANEFACRRf 5 INSTALLATION INSTRUCTIONS.ONE OF THE FOLLOWING W - EXTERIOR FACIN%15 TO BE APPLIED OVER THE SHEATHING: (� ;% �c i E ED-1� G ER?- C. C WOOD STRUCTURAL PA1NLL OR LAP 51DIN6-APA RATED SIDING,EXTERIOR,PLYWOOD,O5B OR COMPOSITE PANELS WITH VENEER V �� ��� 2020 NYSRG-R312.2.1 FACES AND STRUGTURAI.WOOD CORE,PER PS I OR APA STANDARD PRP-108,INCLUDING TEXTURED,ROUGH SAWN,MEDIUM M61T1 IN DYE.LIN6 UNITS,WHERE THE TOP OF THE SILL OF AN OPERABLE WINDOW OPENING 15 Y BWISFED,GROOVED AND LAP SIDING. Q K y L LOCATED LE56 THAN 24'ABOVE THE FINISHED FLOOR AND GREATER THAN 12"ABOVE THE FINISHED GRADE OR OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDIM6,THE NOTE: WOOD SPECIFIED IN UL RATED DESIGNS ARE MINIMUM 5IZE5.UWCAsR DIMENSIONAL w OPERABLE HN MW SHALL CONYLY WITH ONE OF THE FOLLONM6: d OPENINGS THAT HIL NOT ALLOW A 4 INCH DIANETEt SPF�E To PA-%THROUGH THE STUDS GAN BE 5UB5TITUTED. U MULTIPLE LVL GIRDER GONNEGTIONS: OPENING m trs LARGEST oPEru�Poslnorl FALL PREVENTION DEVICES THAT COMPLY NTH ASTM F 2040 NOTE: UL#35615 IN GOMPLIANGE WITH FRE -AN51NL 263 A5 PER-R302 FOR ALL MULTIPLE LVL 61RDER5,LA6 BOLT ME OPENINGNS. W�DEVICE TO FULLY OPE R s�NO TO RELEASE ELECE r S NET CLEARL ❑ °�3R 10 Q� TOGETHER W/ I/2 BOLTS® 2-0 O.G.,2 MIN, DEVOPE3NUL6 AREA OF THE WINDOW UNIT TO LESS THAN 57 SQUARE FEET. 1 ONE HOUR. RATED EXTERIOR \.. NF�n .. .................................................... FROM To BOTTOM, a FROM 5 WALL RESISTIVE ASSEMBLY JOB NUMBER NTS. A- 3 2016023 • NOTE: GENERAL GONTRAGTORS AND SUBCONTRACTORS,TO 2020 NYSEGGG SECTION R 403.3: 2020 NYSRG-62421.8(503.8) R•� . =EXHAUST0CfMFAN: -SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE INSULATED TO A MIN.R-8 2020 NYSEGGG SECTION R 402.4.12: VENTING SYSTEM TERMINATION ROGATION: UNITS 103 (MODEL Al ) L]C DUET NOTE N': PROVIDE SPRAY 0>-E: NOTE �' HD= HOLD DOWN 50 CFM 1MTEZMITTENT oR REVIEW THESE GONSTRUGTION DOCUMENTS UPON RECEIPT AND DUCTS OUTSIDE THE THERMAL ENVELOP SHOULD BE MIN.R$. AN APPROVED HERS RATER TO �VENT TERMINAL�A DIRECT v13LT APPLIANCE WITH AN INPUT QSHEET NUMBER I ALL DRYERZS TO BE VENTED FOAM INSULATION IN STAIR MANUFACTURER TO DE5I6N STAIRS TO ® 20 GF M CMNI;US FROM ARCHITECT AND REPORT ANYAND ALL OF 10,000 BTU PER IO R"OR LESS SHHALL BE LOCATED AT LEAST C 2 TO OUTRIDE AIR PER GODS ALL WINDOWS SHALL BE D15CREPANGIES INGLUDING ANY DIMENSIONAL CONFLICTS, -5EALIN6 15 MANDATORY FOR DUCTS,AIR HANDLERS,AND FILTER BOXES. PERF--ORM AIR INFILTRATION,DUCT 6'FROM ANY AIR OPENING INTO A BUILDING,AND SIKH AN APPLIANCE WITH � 6ARA6E GEILIN6® MEET ALL APPI-IGA13LE CODES AND TO IMMEDIATELY TO ARCHITECT FOR CORRECTIVE ALL WASHER ro� ANDERSEN 200 SERIES -JOINTS,SEAMS,AND GONNEGTIONS SHALL COMPLY WITH SECTION M-1601.4 LEAKAGE,AND COMBUSTION SAFETY AN RPUr OVER lol�OO BTU PER HHOIIZ BUT NOT OVER 50,000 BTU PER PROVIDED NTH DRAIN PANS LOGATION OF REPORT ANY DISGREPANGIES AND GONFLIGTS cot OF THE 2015 IRC. HOUR SHALL BE INSTALLED NTH A q INCH VENT TERMINATION CLEARANCE ® CARBON MONOXIDE MEASURES PRIOR 1O GONSTLL BE N.DO NOT SCALE -DUGT5 SHALL BE PRESSURED TESTED TO DETERMINE AIR LEAKAGE BY SORT THE WRITTEN 104 (MODEL Al ) FIRST FLOOR PLAN C) TO THE ARCHITECT PRIOR TO STAIR FABRICATION. =TEMPS AND AN APPLIANCE WITH AN INPvr avai sovoo Bru PFJz HOUR SHALL HAVE BEDROOM ABOVE GLAZING DETECTOR DRAWIN65.DIMEN510N5 SHALL BE CALCULATED AND ROUGH-IN TEST AND A WRITTEN REPORT OF THE RE5ULT5 SHALL BE 516NED AT LEAST A 12 INCH VENT TERMINATION CLEARANCE.THE BOTTOM OF THE �v SMOKE DETECTOR NEVER SCALED UNLE55 OT&RH15E NOTED. BY THE PARTY GONDUGTIN6 THE TEST AND PROVIDED TO THE CODE OFFICIAL. VENT A AND�AIR INTAKE SHALL BE LOCATED AT LEAST 12' U) GRADEW A3D COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED Z W E A G G A Al-b Al-b AJ-6 Al-b Z fu 570 -2" 52'-2" '= 0) C40 IV. 8 o 2V-2" 12'-2' 2&'-2' U) Z 2,5 d 0 < Q-(/):5 r- co C) .2 m 4 to co co II'-O•FL.HT. cl) 1 HOUR RATED EXTEROR — — — —— — — — — — r-------1 BEARING MILL e 1 ASSEMBLY-SEE DETAIL: — — — — — — — — — — III-01 PL.HIT. z 0 III-01 PL. PL HT. o Z73M2 EM cl) a-Z-:Q z =- III III 0 III-01 PPL.HT. C) PL. ZD' (2)2*X6' :ow 365"VH A1.1 — — — — — — — 611-01 PL.HIT. II II u- Ln III IIICL2 W HT 2x6 CJ 0 16,0 G. (2)2'n' 0 -=-T F;;-; z zo ZD 6. Q�j C) 111-0" 4" 2.-0. li'-O'PL.HT. — — — q'-O"CEfLIN5 V 5 CJ 0 OL. BEDROOM#3 4: PI � ' L 4' 10 4' 46 1 1 1 1 -6.1"k. 5-4" 1 0 10 4. �4 > � .1 I%H 5-4- &IRPER BEDROOM #3 F- ,E41 V-4' 4' 5-4' -A 0)2&C 1U51 121 KER 0 w 0 L tj I 0 GL /oly slur RAILIN6 co CIL 'S' we - — —— El 1:2--lo. 1 C) 6 36'HI(5H Iry PL"T.— LOFT ri VN IW RAILIN6 L 4- -4 --1 121-10 lz Vs tr-O'CBLINCY EF q.-O. 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