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HomeMy WebLinkAbout46959-Z O�OSUFFat�-ppp Town of Southold 10/21/2022 a P.O.Box 1179 -o 53095 Main Rd yp1 �azi Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43525 Date: 10/21/2022 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 37 Harvest Pointe Ln Unit 109, Cutchogue SCTM#: 473889 Sec/Block/Lot: 102.1-2-53 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/30/2021 pursuant to which Building Permit No. 46959 dated 10/29/2021 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 109 The certificate is issued to Rimor Development LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0163 9/8/2022 ELECTRICAL CERTIFICATE NO. 46959 10/20/2022 PLUMBERS CERTIFICATION DATED 10/14/2022 All S ffo lu 'ng Con actors,Inc A or S) gnature TOWN OF SOUTHOLD Su�Fst�.�oy ��o-' BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy + �;U SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 46959 Date: 10/29/2021 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. (A-1 model) At premises located at: 37 Harvest Pointe Ln Unit 109, Cutchogue SCTM # 473889 Sec/Block/Lot# 102.1-2-53 Pursuant to application dated 9/30/2021 and approved by the Building Inspector. To expire on 4/29/2023. Fees: CO-NEW DWELLING $50.00 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,133.00 Total: $2,183.00 13�1(ding Inspector pF SO!/j�Ql Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 sean.devlina-town.southold.ny.us Southold,NY 11971-0959 Q�yCOU�'�,��` BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Rimor Development LLC Address: 37 Harvest Pointe Ln 109 city:Cutchogue st: NY zip: 11935 Building Permit#: 46959 Section: 102.1 Block: 2 Lot: 53 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 Duplec Recpt 62 Ceiling Fixtures 10 Bath Exhaust Fan 3 Service 3 ph Hot Water gas GFCI Recpt 5 Wall Fixtures 5 Smoke Detectors 3 Main Panel 150A A/C Condenser 1 Single Recpt Recessed Fixtures 40 Heat Detectors 1 Sub Panel A/C Blower 1 Range Recpt Gas Ceiling Fan Combo Smoke/CO 4 Transformer UC Lights Dryer Recpt 30A Emergency FixtureTime Clocks Disconnect 1 Switches 42 4'LED Exit Fixtures Pump Other Equipment: Fire Place, Fridge, Oven, DW, Micro, W/D, 150A Panel 30 Circuits / 24 Used Notes: New Two Story w/ Unfinished Basement Inspector Signature: Date: October 20, 2022 S.Devlin-Cert Electrical Compliance Form Town Hall Annex Telephone(631)765-1802 54375 Main Road Pax(631)765-9502 P.O.Box 1179 . Southold,NY 11971-0959 Q �y BUILDING DEPARTMENT TOWN OF SOU)1'HOLI) C1El(ZTIFICAT10N Date: 0 C-I-._l q, a Oa-)L Building Permit No. 40 `k +*i1 C59 Owner: GY1 Q 9 Lb) L L-C (Please print) Plumber: A Cb. 2AAC (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. 1�e 14 (Plumbers Signature) Sworn to before me this L� day of o �, 20 17 Notary Public," a_County -;nnl;rl of ile-W POCK Rag.No. 368,16-1, Q.L,n.ffla i in Suirulk County Conirnission Exlirfs.� Of 50UlyOlo A # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 -INSPECTION [ F UNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND- [ ] INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL j ]- FIREPLACE & CHIMNEY'- [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATTIO_ N [ ] PRE C/O REMARKS: - LS fQ vi ems ovi/ � LOU DATE (2-I )�-�� INSPECTOR froho�aoF So�Ty°6 # # TOWN OF SOUTHOLD BUILDING DEPT. cou631-765-1802 INSPECTION [ ] FOUNDATION 1ST [%j-"R�OUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: '�, tr DATE �PT`'���?�'1/ INSPECTOR �aoFsouryO L4 . - * TOWN OF SOUTHOLD BUILDING DEPT. ` 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ .] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: IAJ 14c4) Jr I I DATE 22 ZJi INSPECTOR -- I� Of SOUL TOWN OF.SOUTHOLD BUILDING DEPT. comm, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] OUGH PLBG. [ ] FOUNDATION 2ND [V 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: A- .� v f�v 06<0foin '^s DATE Y?/ INSPECTOR .. �F SOUlyO� 05-7 # # TOWN OF SOUTHOLD BUILDING LiEP . 765-1802 yo f -INSPECTION [ ] . FOUNDATION 1ST [ ] "ROUGH PLBG. [ ] FOUNDATION-2ND = [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL ] FIREPLACE' &.CHIMNEY [ ]" FIRE SAFETY-INSPECTION ] FIRE RESISTANT,CONSTRUCTION [ ] -FIRE RESISTANT PENETRATION.' ' [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE d Z INSPECTOR Jw ` OF SOUIy�� TOWN OF SOUTHOL BUILDING DEPT. `�cnurm� 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] ULATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL Ob [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION ` -[ ] PRE C/O [ ] RENTAL REMARKS: 6 Y�V Q 1 6604 0 R6 0) a C 2*-,, DATE 0 INSPECTOR Home Energy Rating Certificate Property HERS Holly Al - Unit 109 Rating Type: Confirmed Certified.Energy Rater: Michael Caruso Harvest Pointe Rating Date: 2022-10-19 Rating Number: MC193 37 Harvest Pointe Ln Registry ID: 615296781 Cutchogue, NY 11935 Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 53 Efficient Home Comparison: 47% Better Heating 66.6 $145 10% General information Cooling 1.6 $92 6% Conditioned Area 3757 sq.ft. House Type Single-family detached Hot Water 12.2- $13 1% Conditioned Volume 42016 cubic ft. Foundation Conditioned basement Lights/Appliances 24.0 $1152 76% Bedrooms 3 Photovoltaics -0.0 $-0 -0% Service Charges $120 8% Mechanical Systems Features Total 104.4 $1523 100% Water Heating: Conventional, Natural gas, 0.69 EF, 75.0 Gal. Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. Criteria Cooling: Air conditioner, Electric, 16.0 SEER. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 85.00 CFM25 2015 IECC UA Compliance Ventilation System Exhaust Only: 132 cfm, 23.2 watts. 2015 IECC HERS ERI Programmable Thermostat Heat=Yes; Cool=Yes 2015 IECC ERI 2018 IECC UA Compliance Building Shell Features ECCC New York State 2020 Ceiling Flat R-37.7 Slab R-0.0 Edge, R-0.0 Under Sealed 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 2057 CFM50 (2.94 ACH50) Foundation Walls R-13.0 Method Blower door 2057 CFM x 60 Min/Hr/42016 Ft3 = 2.94 ACH 50Pa Energy Testing Services, LLC. Lights and Appliance Features 1648 Locust Ave Unit E Interior Fluor Lighting(%) 0.0 Range/Oven Fuel Natural gas Bohemia, NY 11716 Interior LED Lighting (%) 100.0 Clothes Dryer Fuel Natural gas 631-244-9333 Refrigerator (kWh/yr) 568 Clothes Dryer CEF 3.94 Dishwasher(kWh/yr) 269 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 37 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: 2057 Clg: 2057 CFM50 Duct R-8.0 Total Duct Leakage 85.00 CFM @ 25 Pascals �Window Data U-Factor SHGC Window 0.290 0.280 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: 53 --`- !`_�—----�-_—_---� L Builder or Design Professional Signature REM/Rate Residential Energy Analysis and Rating Software v16.0.6 Energy Testing Services 2022 Combustion Safety Testing Form Certified Home Address: 37 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 hoose has multiple heating systems or water heaters) Date of Test: 2022-10-19 Outdoors Temp During Test: 60 OF CAZDepressuriwtion (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 W✓ Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: Heating System Primary: Yes E No❑ Tvpe: Furnace 0 Boiler❑Heat Pump Q Other❑ t 2 Ventinz Type 3 Drat Sin!laze Sip llaee CO CO Efficiency Fue/Tvpe. Circle Type) Pascal (Worst Case (Natural) orst Case (Natural) Rating:95.0 NZPE]O❑Eo N❑N0Iv1E S_0 N/A Pa. Pass❑✓ Fail❑ Pass❑✓Fail_❑ N/A ppm N/A ppM Water Heater Primary: Yes 2 Tie: Standard Tank aIndirect Tankless ❑ Size: 75.0 Style Common Vent No a Stand Alone ❑✓ s 2 Ventina Type 3 Drat Sin lln2e Spillage(Natural) CO CO Efficiency Fue/Tvpe (Clrcle.Type) (Pascal) (Worse Case (WorseCase) (Natural) EF: 0.69 NQ P❑O❑E_E] N❑M Z✓ S❑ N/A Pa. Pass❑✓ Fail❑ Pass❑✓Fail N/A PPM N/A PPM Oven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes 0 No Oven CO N/A PPM Ambient CO(During Oven CO Testing) NIA PPM 1 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 Caruso Rater Number: 7960376 Rater Signature: Date: 2022-10-19 Manual S Compliance Report Job: wri htsoftw Date: Oct.17,2022 Entire House By: Energy Testing Services... Energy Testing Services LLC 1646-A Locust Ave,Bohemia,NY 11716 Project,Information For: Unit 109-37 Harvest Pointe Lane, Cutchogue, NY 11935 Cooling Equipment Design Conditions Outdoor design DB: 83.07 Sensible gain: 17582 Btuh Entering coil DB: 76.0°F Outdoor design WB: 71.07 Latent gain: 3500 Btuh Entering coil WB: 63.57 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 E quipment 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 of Meets all requirements of ACCA Manual S. wrightsoft* 2022-Oct-17 16:43:43 ,W,,,.,�,,,�,„,,,,��„� Right-Suite(g)Universal 2018 18.0.32 RSU20066 Page 1 �( ...Model Al MAN JSD\Rimor Model Al MAN JSD JA.rup calc=MJ8 Front Door faces: W Residential Plans Examiner Review • Form RIPER I ACCKa • Design •. • Equipment, 15 Mar 09 nrcmmaeomr�nA�rera Header Information Contractor: Energy Testing Services LLC REQUIRED ATTACHMENTS ATTACHED Manual J1 Form(and supporting worksheets): Yes Ei No Mechanical license: or MJ1AE Form*(and supporting worksheets): Yes No OEM performance data(heating,cooling,blower): Yes No Building plan#: Manual D Friction Rate Worksheet: Yes No Duct distribution sketch: Yes No Home address(Street or Lot#,Block,Subdivision):Model Holly A1, Cutchogue, NY 11935 HVAC LOAD CALCULATION ,0 Design Conditions Building 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 Eave overhang depth: 1,0 ft Sensible heat gain: 19979 Btuh Internal shade: blinds E Blinds,drapes,etc. aVe Latent heat gain: 3977 Btuh Depth Window Total heat gain: 23957 Btuh Number of skylights: 0 EQUIPMENTHVAC • 41 Heating Equipment Data Cooling Equipment Data Blower Data Equipment type: Gas furnace Equipment type: SplitAC Heating cfm: 875 Furnace,Heat pump,Boiler,etc. Air Conditioner,Heat pump,etc. Cooling cfm: 800 Model: Generic Model: Generic Static pressure: 0.60 in H2O AFUE 92 SEER 16.0+ Fan's rated external static pressure for design airflow Heating output capacity: 48000 Btuh Total cooling capacity: 0 Btuh Heat pumps-capacity at winter design outdoor conditions Sensible cooling capacity: 0 Btuh Aux heating output capacity: 0 Btuh Latent cooling capacity: 0 Btuh HVAC DUCT DISTRIBUTION S-YSTEM ■ •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—(TEL x 10 0) 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 . .jurisdiction *Home qualifies for MJ1AE Form based on Abridged Edition Checklist _rk WP19f1tSOe Right-Suite®Universal 2018 18.0.32 RSU20066 Load Short Form Job: - wrightsofte Date: Oct.17,2022 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Project • • For: Unit 109-37 Harvest Pointe Lane, Cutchogue, NY 11935 Design Information Htg Clg 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 Clg load Htg AVF Clg 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. vvrilghtsoftm 2022-Oct-17 16:43:43 �, nMn.r•re.m.-,.......,....,�., Right-Suite®Universal 2018 18.0.32 RSU20066 Page 1 RCCA...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. - -wrightsofte 2022-Oct-17 16:43:43 ti Right-Suite®Universal 2018 18.0.32 RSU20066 Page 2 / C�...Model Al MAN JSD%Rimor Model Al MAN JSD JA.rup Calc=MJ8 Front Door faces: W Project Summar Job: Wrightsoft� 1 Date: Oct.17,2022 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Project Information For: Unit 109-37 Harvest Pointe Lane, Cutchogue, NY 11935 Notes: Design Information Weather: Suffolk Co.AD, 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(ftz) 3788 3788 Equipment latent load 3500 Btuh Volume(ft3) 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. 2022-Oct-1716:43:43 r •..m•• .....,.m,_., Right-Suite®Universal 2018 18.0.32 RSU20066 Page 1 19m...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 11. 6x16 p Riser Ret Riser 28 cfm10" 6 x 1 6 II2 Stair Up .lob#: Energy Testing Services LLC Scale: 1 : 106 Performed by Energy Testing Services L... Page 1 1648-A Locust Ave Right-Suite®Universal 2018 Unit 109-37 Harvest Pointe Lane, Bohemia,NY 11716 18.0.32 RSU20066 Cutchogue,NY 11935 2022-Oct-17 16:43:59 SD\Rimor Model Al MAN JSD JA.rup N Main,Floor Broan Exhaust Fan Model L150 68CFM Energy Star ✓ c m Continuous Use 1 Timer Breakfast Area 01 cim Ik51 cfm K82 cfm Ik'82 m Master Bath Master Bed L99 cfm r cfm IGtchen Living Room Hall SBlser WIC 1 116 cf 34 Y undry m WIC 2 K12 RAth 1 7cfm Stair Foyer Bed 2 � Garage 03 LL K91 cfm 8' ,lob#: Energy Testing Services LLC Scale: 1 : 106 Performed by Energy Testing Services L... Page 2 1648-A Locust Ave Right-Suite®Universal 2018 Unit 109-37 Harvest Pointe Lane, Bohemia,NY 11716 18.0.32 RSU20066 Cutchogue,NY 11935 2022-Oct-17 16:43:59 ...SD\Rimor Model Al MAN JSD JA.rup N Basement Make up air 68 \rcnn i Skuttle Model 2161 262 dm 6" 9" 6" 14" 8" 6" 8" F-ITU x 16 Q, Ilu' — 10 9„36x1 6' 4.. 4,. 5” Basen ant 26" 8- up Riser Ret Riser 10" 4x16 10" 9" 87 dm 87 dm k87 .lob#: Energy Testing Services LLC Scale: 1 : 106 Performed by Energy Testing Services L... Page 3 1648-A Locust Ave Right;SuiteO Universal 2018 Unit 109-37 Harvest Pointe Lane, Bohemia,NY 11716 18.0.32 RSU20066 Cutchogue,NY 11935 2022-Oct-1716:43:59 ...SD\Rimor Model Al MAN JSD JA.rup - ' Duct System Summar Job: wrightsofo Date: Oct.17,2022 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Project • • For.- Unit or:Unit 109-37 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 Branch Detail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (Cfm) (Cfm) FR (in) (in) Matl Ln (ft) Ln (ft) Trunk 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 l 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 -�-wrightsoft- 2022-Oct-17 16:43:43 ,vti� .w..,a...n..,u«.,.,u..P., Right-Suite®Universal 2018 18.0.32 RSU20066 Page 1 /'riim...Model Al MAN JSD1Rimor 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 DetailReturn Branch 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 Return Trunk Detail Table 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-Oct-1716:43:43 Right-Suite®Universal 2018 18.0.32 RSU20066 Page 2 Arm...Model Al MAN JSD1Rimor Model Al MAN JSD JA.rup Calc=MJ8 Front Door faces: W ' GRCH ARCHITECTURE PC 5750 EXPRESS DRIVE SOUTH SUITE 202 ISLANDIA, NY 11749 WWW-CRCHARCHITECTURE.COM 637 864-3595 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 insu1 tion prod uc s noted below have been selected for their flame/smoke spread properties to exposed in basement c ndi meet the requirements of the New Ylork State Residential Code for both spray foam and draped blanket insulation tion. Spray Foam Insulation zt Rim Joist: Sill Plates Headers and Rim Joist (Residential Code Section R316.5.11 Maximum thickness 3 /j" (provided ± ") Flame spread index 25 or less and smoke-development index of 450 or less is provided: Provided/ Installed Bayseal Closed Cgll Spray Foam Insulation report less than 4" (see products sheet) provides flame spread index of 25 or less and smokeldevelopment index less than 450 in accordance with ASTME84. Draped Foundation Wal! Insulation Blanket (Residential Code SectioJln 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 han 25 and smoke-development Index less than 50 in accordance with ASTM espectfu ly submi ed, ,��FtED ARC —� �C9 ��RT cy��'����� Glen Cherve y IA, LEED AP Principal 1 - U) 0238113 0� TFOF NES MICHANICAL 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 20 Feldland Street, Bohemia, NY 11,716• (631)563-1298 • Fax: (631) 563-2954 GRCH ARCHITECTURE PC . 3750 EXPRESS' DRIVE SOUTH SUITE 202 ISLANWA, NY 11749 WWW.GRCHARCHITECTURE.COM (631)864-3395 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# 109—Permit#46959 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. Re pectful y submitted, D'�h'C &F-RT C/y� 2� Glen Crveny, AIA, LEED AP Princip I Nj, '9X23810 T Q �OF NE`N� } GRCH ARCHITECTURE PC 3750 EXPRESS )DRIVE SOUTH SUITE 202 1 r ISLANDIA, NY 11749 W1NW.GRCHARCHITECTURE.COM (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# 109— Permit#46959 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. fCherveny, bmitted, ,��EtEDARC C/,j j�C' AIA, LEED AP At(P '9 0238A' T�OF NE�� i SCOTT A. RUSSELL MICHAEL M. COLLINS, P.E. SUPERVISOR TOWN ENGINEER TOWNHALL - 53095 MAINROAD C= TOWN OF SOUTHOLD,NEW YORK 11971 -} _tiy;:", ��S=' Tel. (631)-765-1560 ® .f Fax. (631)-765—9015 N11CifAFL.COLLIASfiiTfJ1VN;S'All`rHOI.D.N)"L OFFICE OF THE ENGINEER TOWN OF SOUTHOLD Brian Cummings September 28, 2022 Planner Southold Town Planning Department 54375 Main Road Southold, New York 11971 Re: Harvest Pointe—Units 95-98 & 105-110 Chapter 236 Inspection Dear Mr. Cummings: I have inspected Harvest Pointe and determined that the developer has achieved final stabilization for the driveways,front yard areas and side yard areas of units 95-98& 105-110. The rear yard areas have not achieved final stabilization but have been seeded and should be fully stabilized within two weeks. 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 ten (10) 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:. oflirts, P.L Town Engineer cc: Michael Verity, Chief Building Inspector OFFICE LOCATION: MATTING ADDRESS: Town Hall Annex ®F S®(/ P.O.Box 1179 54375 State Route 25 ®�� ��®� Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Southold NY Telephone:631765-1938 www.southoldtownny.gov PLANNING BOA1RD OFFICE TOWN OF SOUTHOLD October 4, 2022 Mr. Henry Alia Rimor Development LLC P.O. Box 908 Cutchogue, NY 11935 Re: Site Plan Inspection, Certificates of Occupancy Units 95— 98, 105 — 110 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 # 95 — 98 and 105 — 110 of the above-referenced Residential Site Plan have been completed based on the site inspection made on September 28, 2022 and the subsequent work session on October 3, 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 ten (10) units. Please note that th-ere-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. R s ectful Donald .. i censki Chairman cc: Michael Verity; Chief Building Inspector Michael Collins, Town Engineer � s •meq � ,. . j 1 � ge 4 4 77, 1 k- � � A t' ,mow ♦ M 'v '1 14 a t� a Ff �( /�� � \ � �y � � » � � ��� [ . \ \ � � ^ ( ` ^ � , `� � � \ \ . � � | � / � � � � �� � . \ � \ � ! ! ! � �� � � } �� � \ \ { \ � '\ /\ : ! + . ! / � , .� : [ , . \ \ j � � ^ / �� � \ � �� \ � / � . � \ � \ c� \� \/� : » � �\ � � � � \ ± r � . . � § ! . _ � / � . \ \� \ \ \ :. � � . . � �� �� \ \ < \ � � z : : � \ \\� \ � � � /�\ � \ ! f : / � � . � . . \ " ( - � � � * � / . . � � r . \ / . �. . �. . . . . . ��-�1(�1 �y',��- �tc��s� V'' 1 dy ,. �, ,� �w _ to �� � ,: '� ra ' �. -:• _. .• J.� ,- _ �., . . —�- •�. ., YY�� I � .j` rV 1� f �. I`i..'�� ,i ' M.\� �� •�� �. �. I � M I � ��'t~� St _ h ,� �r !�� � ��� ��° �\ woo s AUNREAINSULaRIAN ,i i � q � $ 631283-9128 i - M •.ate -: .. R— .• ' �"� (� �#• � 'f. Iii a a 3. 3 I�r TER 1, lot- 631-283 r f W i .. r�• -� �. fir' ,'8 �:�d. .a , . �'�I J ^G. `� r I � �'; ;rig; ..: x ..� �� 1 �+ 4 t. Y� S r"�,W zf �Y,v �,�, `` ^f � �... *, w py _„ `` f ' i `�s• �': _ yi � , �''� a't�� t r. '.�.; , s -f t ���; t� ?. � �� � r L� »,�-. K r " n`,'S rr s�' "�- � �. e N f, , r 1' ;; *Y C t-, 1x tS� '��� 9 �^ r �'2�P�(. k* Lz" � �� y { .£�,J 3 1 �L. r7i � 'xr � ,�� f.,..:°. �. ... r _ e �Mr: � _ s:, �� r.+� a-� G ��: �, R �� � t � d. �i F •' y r.. � ,�'' ! �r4 - i r -' _ i ___ � '`' " � _ .� > >' -.. -,., t �" ;. ......-.« -e. .. c �, � � a „� � -�•�4...,,,,r,��� � .... _. r.,. M� c *�.;� �.. `� .. # 4 � ��'S(>>�y-� i5 '� � ' � � f i...�u_ + �. _ d� � _ ��f r FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(1ST) -fz�C' IA FOUNDATION'(2NA) r �A/ ROUGH FRAMING:&- . H G PLUMBING: : r • v . sJ ' h ® � r INSULATION.PER N.Y. STATE ENERGY CODEfor 1-9' 9: FINAL. . Z4. ADDITIONAL COMMENTS.. : ? 1 G. ,: • W z d � b G;4 V5 h os°rFo�y�o TOWN OF SOUTHOLD—BUIELDING DEPARTMENT J4 G? Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959 ofTelephone(631) 765-1802 Fax(631) 765-9502 https l/www.southoldtownny.gov Date Received For Office Use Only PERMIT NO. Building lnspector;—Xi�— E C E W E Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's SEP 3 0 2021 Authorization form(Page 2)shall be completed. BUILDING DEPT. APPLICATION FOR BUILDING PERMIT Date: TOWN OFSOUTHOLD OWNER(S)OF PROPERTY: I UD . Name: Rimor Development Tax Map#:SCTM#1000- 102.01 - 02- (D53 Physical Address: Phone#: 631 678-2667 4Email: teamalia65@gmail.com Mailing Address: CONTACT PERSON: Name:Henry Alia Mailing Address: PO Box 908 Cutchogue, NY 11935 Phone#: 631-6782667 Email: teamalia65@gmail.com DESIGN.PROFESSIONAL INFORMATION: Name:GRCH Architecture Mailing Address: 3750 Express Dr.South Islandia, NY 11749 Phone#: 631-864-3395 Email: CONTRACTOR INFORMATION: FAddress: imor Development PO Box 908 Cutchogue, NY 11935 : 631-678-2667 Email: teamalia65@gmail.com DESCRIPTION-OF PROPOSED CONSTRUCTION gNewStructure ❑Addition ❑Alteration ❑Repair ❑ Estimated Cost of Project:Demolition -300,000.00 ❑Other Will the lot be re-graded? Yes []No Will excess fill be removed from premises? ❑Yes ONO 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. on file with building depadment 2 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 ofthe Town of Southold,Suffolk,County,Newyork and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name): HenryAlia OAuthorized Agent ❑Owner Signature of Applicant: Date: STATE OF NEW YORK) 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 20� 7�4 . Nota ublic Y PIRONE PROPERTY OWNER AT STATE OF NEW YORK (Where the applicant is of t�h�:gi tni�lrbn No. 01PI6388308' 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 CONSENT TO:INSPECTION � l the undersigned,do es hereby state: Owner(§')Name(s) That the undersi (is)(are) e_owner(s).o the premis 's i e.T w of Southold;.located at"i which is shown and designated on'the Suffolk"County Tax lblap as istrict loon,. Section 0;:a 1 Block02... 05 �. That the undersigned(has)(have).filed,or cause tobe filed,an application in the Southold Town Buildup Insgetor's Office foi xhe f owing- 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,rales-and regulations of the Town of Southold. The undersigned,in consenting to such'inspections, db(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. . 4 Dated: qI1 141 ., . (PrInt N e) (Signature) (Print Name) ���tjFFOL� BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 `V� Telephone 631 765-1802 Temporary Certificate # . 1161 Date I I 2022 Customer Name v :0,S: Electrician Name ; 5-`Fv=rse16 Address Tj p Phone e-mail _ . e-mail =L Phone License #. Size O A Phase ! Overhead Underground # of Meters Remarks #of Underground Laterals ' 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected j Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 days from the date above. Authorized by BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD y Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 roper.richerLCcD-town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: L& Date: ;' f Company Name: l C Name: License No.: ®b rn email: `"gype lec C Address: y y Phone No.. - - (; --' 5, 1p I JOS SITE INFORMA ION: (All Information Required) Name:kWULUOLW - C u i.' '� t -� _�f'� Address: CAUSS i hk LG AIJ4f1P9 -e l Cross Street: L Phone No.: Bldg.Permit#: email: -� �; ; Tax Map District: 1000 Section: • ,c`J Block: Cabe Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Clirrle All That Apply: Is job ready for inspection?: ES NO Rough In Final Do you need a Temp Certificate?: NO Issued On Tamp lnformatio (All information required) Service SizeP 3 Ph Size: 1. d A # Meters�_ Old Meter# -1 Ee:wDServie- Fire Reconnect- Flood Reconnect-Service Reconnected - Underground - Overhead # Underground Laterals6-) 2 H Frame Pole Work done on Service? Y N Additional Information: r? CAYMENT DUE WITH APPLICATION �; � � ��� r' DEC 2 0 2021 82-Request f63UFt D�r�t oaEHPO xls e �� TOWN OF sOUTHOLD A � �$FOLI,- BUILDING DEPARTMENT-Electrical I nspecWr 41 jd� OGA� -TO@1VN OF SOUTHOLD C Town Hall Annex - 54375 Mairi Road - PO Box 1179 ; 01 Southold,;. New York,1197.;1-0959 ��� Tole 'hone (631),765-1802 -,'FAX (631)'766 9502 i-oger.richert a,town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: Company Name: 6 e C C Name: License No.: j� @ email: e lec - �;• ��t =, Address: , y (a v iPhone No.: r - a,�c) , JOB SITE INFORMA ION: (Ali Information Required) Name:k�Yh02- Address: LG A1+4AW b!0 -e 11 Coss Street: Lct !` Phone No.. Bldg.Permit#: Li c1 email: ' �; Tax Map District: 1000 Section: ln-), Block: L - Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: _ ES NO Rough In Final Do you need a Temp Certificate?: NO Issued On Temp Informatl® —` (All information required) Service Size -1 P 3 Ph Size: 1. A # Meters T Old Meter# CewDServie - Fire Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead # Underground Laterals 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION 2091 as 82-Request f&Jt1s.pectto3LFprp.xls TOWN OF SOUTHOLD PERMIT# Switches Outletsp_*WmqnmjKL GFI's Surface Sconces, ,r UC Lts �= Fans Fridge HW Exhaust 'I`` Oven C ( Dryer rte+ Smokes I 1 DW .ti� Service Car on Micro. I Generator R Combo ` Cooktop Transfer AC AH Mini Special: T .72 ) � Comments: L--- 1 �—PROP013ED C0VEIRED 14' x01 PATIO I(TYP.) PROPOSED NATURE TRAIL LA (PERVIOUS PAVERS) i ��—PROPOSED LA COVERED PROPOSED i 15' x 20' 15' x 20' PATIO (TYP.) BREEZEWAY I, (TYP.) 39.22' (�96 95 29:61 A 93 r. A 3 Og 77 R7—XR R7—XLPIP } Ell .fi'; a s„ � ",, a 9, -,<t„ aF'sn y m�0.t •n "•T'•d,,,j�� +i r .� �. {+ �:.;1" a kv01i ..�T,f'?"i�;'+�' `y p. � '. ..•. •.'. .. �-4'.:ryA' +p ^���--�yy�yy�ryhh '}!•u ;$h`,y ` �. t.4t;,�,`+�y V� s rpt` ,F• .:d., !1§�21 .>e,.•s•r: ti: 11`a' rN"5'{. ,i;•` x•e.:. :. te+ N g. �,,�.;�t. �� ,4 y i k a ',vor J:° �; ;Qs,} �•, e e, '' f � ,;;@rS j1 r� 'arrH,. '�'• a �RE ,a I� t �t'�iz,7r��,, ��x ,+J,; <,iti'x +; �TV og ��` 50b ' . G ,r x`i''; f; , ,., a,. .� v x,.t 4,•" �: h�t ZjCL s ,u.,�,�c��: n a r � ,. y;t, '# " �i ii. ,}�� �5���'., ���� ; ' i��� A�'a�di� �/,,,.,r��ra9w?.�.,• .h, d�• �K.��' w'��`.��i7ft•..'+ HYD • ��� b,'r%,4na43isi FLUSH CURB .; WITH PAVERS 110 111 0� A A 108 40.22' I, 49.22' PL PROPOSED HYDRANT, i, ROAD TO BE WIDENED TO 26 FT. AT HYDRANT (TYP) s` 75' BUILDING SETBACK s' 50' B IFFER — f IUFFER AREA SUFFOLK COUNT'DEPARTMENT OF HEALTH SERVICES FOR OFFICE USE ONLY OFFICE OF WASTEWATER MANAGEMENT 360 YAPHANK AVENUE,SUITE 2C,YAPHANK,NY 11980 Health Department Ref.No. (631)852-5700 OR HealthWWM(Lbsuffolkcountyny.gov APPLICATION TO UPDATE All EX19 TING PERMIT TO CONSTRUCT SEWAGE DISPOSAL AND WATER SUPPLY FACILITIES 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 1 FOR ALL RENEWALS AND TRANSFERS EXISTING REFERENCE NUMBER: 810-17- C)i Tax Map No.: 1000 District Section Block Lot 102 10\ Name of Current Applicant: 8imor Development LLC Tel#: (631) 7359200 Mailing Address:PO Box 908, Cutchogue, IVY 11935 Email Address:teamalia65@gmail.com Name of Current Agent: Henry Alla Tel#: (631) 678-2667 Mailing Address: PO Box 908, Cutchogue, IVY 11935 Email Address:teamalia65@gmaii.com a 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 required SECTION 2FOIL 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 FOR TRANSFERS WITHOUT PREVIOUS APPLICANT/AGENT PERMISSION Name of Previous Applicant's Tel#: ( - Architect/Engineer/S urveyor: 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: SFOR ALL RENEWALS AND TRANSFERS Application is hereby made to[ ]TRANSFER,[ j RENEr (check applicable) a permit to construct in accordance with this application,surveys and plans submitted. I herebyttcertif have examined this complete application and the statements therein are true and correct,and that all work shall be done in� c ce w' all applicable Town,County,State and Federal Laws. "Any false statement made herein is punishable as a misdencfear urs nt to S210.45 of New York State Penal Law." Signature of Current Applicant/Agent Date 10 72-D Print Name of Current Applicant/Agent enr Ali Title Agent/Project Manager Y DEPART E E ONLY Permit is Transferre new Until Gq— 2,3 Number of Bedrooms Approved SLA . Signature of Department Representative '—' Date WWM-104(Rev.02/12] nJ \y to Line(s) Ld } LICE`MW IJ T � �i — su�l�c®up� �� Inspected �y The Services —th Cell 852-5754, 48 Hoursn1 Ad . . To Schedule In ance spe�ion(s). Y APPROVED IN ACCORDANCE WITH BOARD OF } M REVIEWDETERMINATIONDATED 5-8- l7 M z z ~ O SUBJECT TO CoVr-yANTSd RESERtCt7Cft`tS LigER Z 2 J � LLi � o PAGE_�3� 1 tom't '' ® � 0 � 6S� � Q � J m P` ® o fV = ``��� ¢ LL v,/ =) ( ) Z) EN GI CERT1F1CAYtc4; pEQUMZD. '� LLl F- p U SUBMITPE. ORR.A. CtlTeFj4/if:�r�°{ � —1 W ®�' INSTALLATION AlvLi b�tt�5—,nUCTION _ ~ o FOR i=d iidA U CJD- i < f...1 ~C/) o PPRQi/AL. Sysfn..�r LL } > r) O Suffilk County Depart meet of 1Flealthids S e e Approval for Construction. -Otlrer T>zan dingle r'amily 0000 Reference No. C-!®- ` Design Fl(F7�. PROJECT NO.:3. oo Use(s) Y � 00026 -'a e/ DRAWN BY: These plans have been reviewed for general conform h Su-64-1 KCK County Department of.Health Services standards, relating to water 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. CADD: 0002b SP Appra0val Date ReviewerSHEET NO.: RQvind Plan Approved to_ -�s - 2vzo ExleiPB� 8 - Zo 2-3 1 Cl S.C.D.H.S. APPROVAL .J l o9 -4 Ll(09 65 NOTES. THE OFFS ETS I 1l J' (OR S PROPERTY LINES ARE FOR A SPECIFIC FIWN HEREON FROM THE STRUCTURES TO S ECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, M 43.8' PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. fV IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, C141.4' PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FORANY X8.3' } m 1.5' n PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OFA LICENSED J M a° PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY.IF I z II 4.8' 5 AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE an O) O ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND 16 O Zz THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH c7 ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. I 13' Z Q LL ❑ COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS BLUE INKED i0 D o LLU Z SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. a) Z 0 r— ❑ I LU 12.7'_ LU NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS co U UJ t 3.3, O I .�- O Q I OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED. Of Z _i PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE r I W J 'c1' " I Q 1.0' d CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, zZ I (,0 o SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS I O 28.5' O I OTHER THAN VISIBLE PERMANENT STRUCTURES. LU N 20.5' ^ N 53005'40" E 37.06' W !1 (ZO COPYRIGHTO NELSON&POPE,ENGINEERS AND SURVEYORS.ALLRIGHTS 7 RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, I W L RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED W W❑ ` W IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN Z z ® ��� PERMISSION OF THE SURVEYOR. a 0 28.5' N 20.5' b W THIS PLAN WAS PREPARED TO ASSIST IN OBTAINING FRAMING PERMITS FROM LOCAL N Q N ILIJ 1 0, r a Q MUNICIPALITIES AND IS NOT AUTHORIZED NOR GUARANTEED FORANY OTHER ca v UJ U I f I tY U 3 3' J co M I � 1 PURPOSE ih II Q Z I ¢ °' OOZ — � 12.7' L. co , ,{fin 1.3' \ `V H F- Z a co I �z0 \ O Oa 4.9' m cM 8.4' F- vi U) N 1.5, I 43.8' w S36° 54' 20"E 728.37' N 53005'40" E 42.01' N- I`� cl C , ° co JAN 1 9 2.022 NEIN I01n pV4D P CD S 81034'23" E I.y. o 67.78' R r� 050 JF ,00.% 0. Fes-' o _�� mac' c U f d- IQ Q I 0 P� co (0 12-17-2021 FOUNDATION LOCATION FOUNDATION AS-CONSTRUCTED 167.99' (ACTUAL) N FOR UNITS 109-110 R=275.00' UNIT DESIGNATION MAP OF L=77.85' S52°55'20"W HARVEST POINTE CONDOMINIUM 2 W w C) FILE NO.: 490 FILED September 28, 2020 N 00 O SITUATED AT � o LO TOWN OF I CUTCHOGUE S 40052'38" E 0 N ° O) TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK 27.03' � f 1 SOUTOLD S.C.T.M.DISTRICT 1000,SECTION 102.01,BLOCK 02.00,LOTS 053.000&054.000 S52055'20"W NELSON & POPE � t 19.24' P ENGINEERS & SURVEYORS "' 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 - } PHONE(631)427-5665 FAX(631)427-5620 Z W -- '-` WWW.NELSONPOPE.COM LCL SCHOOL HOUSE ui INDIVIDUALS 00 26Y S SCALE: DRAWN BY: NP CADD No.: 3 F-- LANE CHECKED BY: MS FILE NO.:U) 1"=30' SHEET NO.: 1 OF 1 DATE: 12-22-2021 PROJECT NO.: 00026 NOTES: — THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE I NOT INTENDED TO GUIDE THE ERECTION OF FENCES.RETAINING WALLS,POOLS, PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. I i'7 43.8' 20 IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, nl 1 4, PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OFA LICENSED N I 72� r 8.3' W 1.5� PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY.IF J � 4 8' AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND U 2 QW 0 W0� O LLz OW THE NOTATION'ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. fn 0 �UD_ I_-• ,�.. �Q W COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED O O_ LU SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. 1.C', , I u Z 14.1' M 3' 0 F..LU r— D. D] z NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS r I Z'J OU N I W 12.7% OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED. z O 04 3.3' 0 STONE BASE U O O 1 Q DRIVE n —J PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE F- i� Q' CONDITIONS IF ANY.INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, Z �J Q 1.01 W/8"PAVER O SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS fnW - O BORDER OTHER THAN VISIBLE PERMANENT STRUCTURES. W W 0z� 2s.5 I N 20.5' N 53°05'40" E 37.06' 11 F.O w— CQ ' COPYRIGHTO NELSON 3 POPE,ENGINEERS AND SURVEYORS.ALL RIGHTS Z Z m I— ❑A/C GAS ELEC. DI�p 7 RESERVED.NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, N I d Q CMODU L A/C ETERS METERSO W U z W RECORDING C MANY OTHER MEANS,OR STORED,PROCESSED WRITTEN IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WR1ITEN m PERMISSION OF THE SURVEYOR. cn 0m 28.5 O vci I W U m� b 20. b X U) �W ' 01 _ W co z =¢ ( ZIL- 1 I Q 1.0' ST DRIVE SE Ix CO a 01 03.3' : I Q - WDER ry BORR a m W � 14.1' 1.3- o LLW — 12.7' o o > CV f U m ~ X0 fV T .W0� O W r` Ow aLO I ODU m o CID CL >/ a N 4.9' U) LJ. 7. ' 8.4' �i cq 1.5' cq N I 43.8' c0� LJ.I _ N 53005'40" E 42.01' C:) M i ,,,(01" OF N IE w ELECTRIC I (=j M \� PANEL I DI ni U) �Q` y OPWID /Q ,sr 6 z c\ Z O1 0 S 81034'23" E d _)1Z 67.78' 0 Q I X0.0 023 J o . M to I 12-17-2021 FOUNDATION LOCATION FINAL SURVEY 167.99' (ACTUAL) `" 01-25-2022 SANITARYASBUILT FOR UNITS 109-110 R=275.00' 07-07-2022 DD CONTROL MODULES UNIT DESIGNATION MAP OF L=77.85' S52055'2UW ELEC.PANELS w 08-17-2022 FINAL SURVEY HARVEST POINTE CONDOMINIUM 2 CD FILE NO.:490 FILED September 28,2020 N 00 :T CD TOWN OF I CU CHOGUE S 4052'38" E 0 N 0 m TOWN OF SOUTHOLD.SUFFOLK COUNTY,NEW YORK 27.03' co S O U TH O L D S.C.T.M.DISTRICT 1m,SECTION 102.01,BLOCK 02.00,LOTS 059.000 b OSi.000 S52°55'20"W N 19.24' NELSON + POPE —�/�-- - - 7 if engineers-architects-surveyors Z 70 Maxess Road,Melville,NY 11747. 631.427.5665•nelsonpope.com U_ SCHOOL HOUSE DRAWN BY: JR CADD No.;iNDIVIDUALS00026 is SI SCALE: ~ LANE CHECKED BY: MS FILE NO.: SHEET NO.: 'I OF'I G7 =30' DATE: 8-22-2022 PROJECT NO.: 00026 1" O m w 3 a NOTES: THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE G I PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE p uJ DI w ; NOT INTENDED TO GUIDE THE ERECTION OF FENCES.RETAINING WALLS,POOLS, O C I I PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. CL I IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145• J PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY j w I PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR.TO ALTER AN ITEM IN ANYWAY.IF ; SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES AN ITEM BEARING THE SEAL D U ENGINEER LL LAND SURVEYOR IS ALTERED.THE LLl o ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND W tD m Q O THE NOTATION-ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH �D-Np` APPROVAL OF CONSTRUCTED WORKS FOR ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. NMV I N 43.8' C ' A SINGLE FAINZY RESIDENCE COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED N�D}- 1.4' w W 3 SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. N V- <8.3' LU co 1" WATER / Date H.So.Ref•NO° �-/7-[� �o_a NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED,RECORDED EASEMENTS Z ;v Q 4.8, of SERVICE ,y\ OR RIGHT OF WAYS.IF ANY.NOT SHOWN ARE NOT CERTIFIED. m O .° b 01 Of 'W 3 LU, The Sewage disposal and W21ter SUPPLY fadIWeS at INS kxMWn have beW UNDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED j o �` }o ^ gpeCted L�tls t or Uhler encieS and found to AS TO ACCURACY,EXISTENCE,EXACT LOCATION,TYPE OR USE,ACTIVE OR INACTIVE. in and/or ce ied by DB�nen ag ELECTRIC AND GAS UTILITY LOCATION PROVIDED FROM PSEG DISTRIBUTION DESIGN of bH. FOR A BuIAXiMUI191SF, BEDROOfiAs. PLAN DATED 7l21I16.LOCATION OF GAS AND UTILITY IS APPROXIMATE AND LOCATED Z OR 1,3' Z !n e- ; TYPICALLY IN THE SAME TRENCH.ACCURACY OF UTILITY IS NOT GUARANTEED NOR IS 0 LU 4 THERE ANY GUARANTEE THAT ALL EXISTING UTILITIES ARE SHOWN ON THIS MAP. O} Ol (n W r—- CONSULT WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR >p 22, 1: N I 1z•7'N + w I FURTHER DESIGN. ?�14"SDR-35,� 3a jo I Q STONE VE SE I y-� >p Z ri IW/8"PAVER U ��r Crp� Chief $ PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE w ri – ' Q .01BORDER n c� I LLl C r�i g Kn�p er, 1 .!�.y V f I I V I CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLIWDS,WATER COURSES, p I I p Ur I e °. , - SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS rl co 28.5' O w 3 ,.- 1 1., �.�•..n •••r -�r i-v i'+m[YY� OTHER THAN VISIBLE PERMANENT STRUCTURES. i 0 I �'7 Z .nom-... m^ N ZO.S' � t� � COPVRIGHTQ NELSON 8 POPE,ENGINEERS AND SURVEYORS.ALL RIGHTS U) " RESERVED NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, GAS ELECT. I I RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED } I CONTROL METER METER °DI w O U-I IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN W y MOODULE E _-G I /1 Q PERMISSION OF THE SURVEYOR. `n EL I b 20.5' b I I ; L� a p- 2B 5' c.j ADDITIONAL IMPROVEMENTS AND10R POSSESSION,IF ANY,NOT LOCATED.NOT LU O m SHOWN ?p 4"SDR-35 0�> n> I Q 1.0' ST OREVE SEI j I L I ALL SANITARY PIPING 4"AND 6'SDR-35,TYPICAL N UI- ��� 3.3' W I M W/8"PAVER V L z 28' jN in �LU I N BORDER i a0 I II— x�o`�° z� °' o �U L 12.7' 10 I C) za�M 1.3' LLLU All N� UH a –00:::; m Z O V5 ^ c9+1 3 � � � II N 4.9' I < �OF E 8.4' ali 1" WATER O N 1 5, ry SERVICE 3 �� O p�T O.P� 1 W W W 43.8' °p � 3 0 Z W CFOOW 3 Q ( �O ELECTRIC C=J wI I c W I w m CO PANEL DI 3 Q m ¢i'J I- LAND W 3 p c= v F12-17-2021 FOUNDATION LOCATIONSANITARY AS-CONSTRUCTED SANITARY SYSTEM AS-BUILT TABLE .' '� uSTRUCTURE NAME TIE A TIE B -+ , SANITARY AS-BUIFOIA IJNIYT'S 109-�1p10 �' ;s ADD CONTROL MODULES UNIT DESIGNATION MAP OF UNITS#109-110 :.,r., __1 &ELECT.PANELS ST-1 29.6' 35.6' 1 y HARVEST POINTE CONDOMINIUM 2 ST-2 26.2' 40.6' 'L FILE:NO.:490 FILED September 26,2020 7 SITUATED AT LP 31.6' 78.9' W f�• CUTCI-I000E TOWN OF SOUTHOLD.SUFFOLK COUNTY,NEIN YORK S.C.T.M.DISTRICT 1000,SECTION 102.01,BLOCK 02.00,LOTS 053.000&054.000 _ HEALTH DEPARTMENT REFRENCE NUMBERS&AREA'S 0 L � � �� ® � � � ® � UNIT No. HD REF No. HABITABLE AREA GARAGE AREA TOTAL GROSS FLOOR AREA R10-17-0163 1,999 S.F. 486 S.F. 2,485 S.F. 40 engineers-archftcts o surveyors 110 R10-17-0164 1,999 S.F. 486 S.F. 2,485 S.F. 70 Maxess Road,Melville,NY 11747. 631.427.56650 nelsonpope.com DRAWN BY: NP CADD No.:INDIVIDUALS00026 S SCALE: CHECKED BY: MS FILE NO.: SHEET NO.: 1 OF 1 DATE: 07-11-2022 PROJECT NO.: 00026 ,"=30' PLUMBER CERTIFICATION, ON LEAD CONTENT BEFORE CERTIFICATE OF-OCCUPANC' SOLDER'USED IN MATER APPRO ED AS NOTED SUPPLY SYSTEM CANNC- DATE: B.P.# �,�- ��?�/ EXCEED 2/10 OF 1% LEAD. FEE: - ® BY: NOTIFY UILDING CEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED . PLUMBING h, FOR POURED CONCRETE ALL PLUMBING WASTE'.-. 2. ROUGH - FRAMING & PLUMBING &-WATER LINES NEED:.`;.;.. 3. INSULATION TEiING,IBEFORE C01/ERING. :` 4. FINAL - CONSTRUCTION MUST ' "'' BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR ELECTRICAL DESIGN OR CONSTRUCTION ERRORS. INSPECTION REQUIRED COMPLY WITH ALL CODES OF TRUSS PL ACARDING REQUIRED NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF SCUTHOLD TOWN PLANNING BOARD DO NOT PROCEED-WITH.. SOUTIHOLVTOMMTEES .. FRAMING UNTIL SURVEYd: _OF FOUNDATION LOCATION. HAS BEEN APPROVED._ OCCUPANCY OR USE IS UNLAWFUL Blower door WITHOUT CERTIFICATE and ductwork OF OCCUPANCY testing required. RETAIN STORM WATER RUNOFF Must provide Manuals PURSUANT TO CHAPTER 236 OF THE TOWN CODE. D, J and S as per ,A11 exterior lighting NYS Ener Code installed,replaced or gY repaired shall conform to Chapter 172 of the Town Code PLANS ARE IN CONFORMANCE WITH THESE APPLICABLE CODES: Section R316 Foam Plastic TABLE R405.1 I- C)R30212 Draftstopping. In combustible construction where there is usable space both above and below the concealed space of a Properties of Soil Classified According to the Unified Soil Classification System Z C ' .2020 RESIDENTIAL CODE OF NEW YORK STATE floor-ceiling assembly, draftstops shall be installed so that the area of the concealed space does not exceed 1,000 square R316.1 General. The provisions of this section shall govern the materials, design, application, construction and installation of foam plastic LLI �1 E feet. Draftstopping shall divide the concealed space into approximately equal areas. Where the assembly is enclosed by a materials. UNIFIED SOIL VOLUME 2 EXISTING BUILDING_ CODE OF NEW YORK STATE SOIL CLASSIFICATION CHANGE c 2020 floor membrane above and a ceilin membrane below, draftsto in shall be rovided in floor-ceiling assemblies under the R316.2 Lobelin and identification. Packages and containers of foam plastic insulation and foam plastic insulation components delivered to GROUP SYSTEM SOIL DESCRIPTION DRAINAGE FROST HEAVE POTENTIAL g PP 9 P 9 9 9 P P P CHARACTERISTICS POTENTIAL U N 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, product identification SYMBOL EXPANSION O a--J 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. Gw WELL GRADED GRAVELS, GRAVEL SAND MIXTURES, coop Low Low p V 0 t g YP P P LITTLE OR NO FINES 2020 MECHANICAL CODE OF NEW YORK STATE 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 GP POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES, Z r panels. the interior of a building by an approved thermal barrier of not less than X inch gypsum wallboard. LITTLE OR NO FINES G000 Low Low O r1 1 � :15 2 2020 PLUMBING CODE OF NEW YORK STATE V/ R316.5.3 Attics. The thermal barrier specified in Section R 316.4 is not required where all of the following apply: GROUP I sw WELL GRADED SANDS, OR GRAVELLY SANDS, GOOD LOW LOW H = in � 0 2020 PROPERTY MAINTENANCE CDDE OF NEW YORK STATE AND NEPA 70 LITTLE OR NO FINES R302.13 Fire protection of floors. Floor assemblies that are not required elsewhere in this code to be fire-resistance rated, shall be 1. Attic access is required by Section R807.1. SP POORLY GRADED SANDS, OR GRAVELLY SANDS, U ■I'� (�j > r 6 rovided with a 1 2 inch sum wallboard membrane, 5 8 inch wood structural panel membrane, or equivalent on the GOOD LOW LOW 2020 NEW YORK SATE ENERGY CONSERVATION CONSTRUCTION CODE- P / 9YP / P q 2. The space is entered only for purposes of repairs or maintenance. LITTLE OR NO FINES 0Y oN 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 SILTY GRAVELS, GRAVEL SAND SILT MIXTURES GOOD MEDIUM Low H .- N RESIDENTIAL PROVISIONS Exceptions: against ignition using 3/8 inch gypsum board. SM SILTY SAND, SAND SILT MIXTURES GOOD MEDIUM LOW co _r_ a 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 GC CLAYEY GRAVELS, GRAVEL SAND CLAY MIXTURES MEDIUM MEDIUM Low L- X"� c CO°' SECTION R101 perimeter joist space without the thermal barrier specified in Section R316.4 subject to all of the following: SC CLAYEY SANDS, SAND CLAY MIXTURES MEDIUM MEDIUM Low U Q o �a v GENERAL Section R303 1. The thickness of the foam plastic shall be not more than 3v inch. ML INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR, _ ti � 00 Light, Ventilation and Heating 2. The density of the foam plastic shall be in the range of 0.5 and 2.0 pounds per cubic foot. SILTY OR CLAYEY FIND SANDS OR CLAYEY SILTS WITH MEDIUM HIGH LOW ❑ M 1. The provisions of the 2020 Residential Code of NYS for One and Two Family Dwellings shall apply to the construction, alteration, 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 smoke developed index of 450 or less GROUP 2 SLIGHT PLASTICITYU U R101.2 P movement, enlargement, replacement, repair, equipment, use and occupancy, location, removal and demolition of detached one and rooms. when tested in accordance with ASTM E 84 or UL 723. cl INORGANIC CLAYS OF LOW TO MEDIUM LAYS, LEA, M two family dwellings and townhouses not more than three stories above grade plane in height with a separate means of egress Exceptions: GRAVELLY CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN MEDIUM MEDIUM MEDIUM Ur m CLAYS TO LOW and their accessory structures not more than three stories above grade plane in height. 1. The glazed areas need not be operable where the opening is not required by Section R310 and a whole-house Section R317 Protection of Wood and Wood-Based Products Against Decay - P4 OL R202 Definitions: mechanical ventilation system is installed in accordance with Section M1507. R317 All sills and plates on exterior foundation wall to be pressure preservativefy treated in accordance with AWPA U1. R404.1.6 Height above finished grade. Concrete and masonry foundation walls shall extend above the finished grade adjacent to the r that foundation at all points minimum of 4 ' h Insulating material that is continuous across all structural members without thermal bridges other 2. The lazed areas need not be installed in rooms where Exception 1 is satisfied and artificial light is provided that is Foundation wood girders: wood girders seated in exterior foundation walls to have min. 1/2 inch air space all sides or ends p n a m orches where masonry veneer is used and a minimum of 6 inches elsewhere. Continuous Insulation: In g 9 R404.1.7 Backfill placement. Backfill shall not be placed against the wall until the wall has sufficient strength and has been fasteners and service openings. It is installed on the interior or exterior or is integral to any opaque surface of the building capable of producing an average illumination of 6 footcandles 65 lux over the area of the room at a height of 30 P p g g ( ) 9 wrapped with aluminum flashing. envelope. inches above the floor level. R317.1 Location required. Protection of wood and wood-based products from decay shall be provided in the following locations by the use anchored to the floor above, or has been sufficiently braced to prevent damage by the back fill where the unbalanced Mezzanine: An intermediate level or levels between the floor and ceiling of any story. R303.8 Exterior stairway illumination. Exterior stairways shall be provided with an artificial light source located at the top landing of of naturally durable wood or wood that is preservative-treated in accordance with AWPA U1 for the species, product, preservative height of fill exceeds 4 feet. Windborne Debris Region: Areas within hurricane-prone regions located within 1 mile of the coastal mean high water line where the stairway. Exterior stairways providing access to a basement from the outdoor grade level shall be provided with an and end use. Section R405 oundation Drainage Z the ultimate P design wind speed (Vult) is 130 mph or greater. 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 be treated in the field in R405.1 Concrete or masonry foundations. Drains shall be provided around concrete or masonry foundations that retain earth and 0 enclose h itabfe or usable spaces located below radeDrainage it - 1 1.1 Alternative provisions. As an alternative to the requirements in Section R301.1, the following standards are permitted subject to the accordance with AWPA M4. dp R30 . P p gtiles, gravel or crushed stone drains, perforated pipe or and the limitations therein. Where engineered design is used in conjunction with these standards, the Section R305 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 installed at or below the top of footing or below the bottom of the slab and (� �� limitations ll this code I design shall comply with the Building Code. Ceiling Height washers, and connectors in contact with preservative treated wood and fire retardant treated wood shall be in accordance with this shall discharge by gravity or mechanical means into an approved drainage system. (TION m ceiling heights of 6'-8" in bathrooms, toilet section. The coating weights for zinc coated fasteners shall be in accordance with ASTM A 153. Stainless steel driven fasteners Exception: A drainage system is not required where the foundation is installed on well drained ground or sand gravel 1 1. AWC Wood Frame Construction Manual (WFCM). (2015 EDITION) R305.1 Minimum height. Minimum ceiling heights of 7 0" in habitable rooms. Minimu g 9 shall be in accordance with the material requirements of ASTM F 1667. R301.1.3 Engineered design. Where a building otherwise conventional construction contains structural elements exceeding the limits of Section rooms & laundry rooms. mixture with soils according to the unified Soil Classification System, Group I Soils, as detailed in Table R405.1. �G� g -G R301 or otherwise not conforming to this code, these elements shall be designed in accordance with accepted engineering practice. Exceptions: demonstrate compliance of nonconventional elements with other applicable provisions and shall R 319.1 Address identification. Buildings shall be provided with approved address identification. The address identification shall be legible Section R406 Foundation Waterproofing and Dompproofing The extent of such design need only de P • nal 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 once of the conventional framed system. Engineered design in accordance with the International and laced in a position that is visible from the street or road fronting theproperty. Address identification characters shall BUILDING DEP . be compatible with the perform Y 9 g of not less than 30 inches by 30 inches at the showerhead. P P g R406.1 Concrete and masonry foundation dampproofing. Except where required to be waterproofed, foundation walls that retain U TOWN OF SOUTHOLD and structures and arts thereof, included in the scope of this code. contrast with their background. Address numbers shall be Arabic numbers or alphabetical letters. Numbers shall not be spelled earth and enclose interior spaces and floors below grade shall be dompproofed from the higher of (a the top of the W Building Code is permitted for buildings � P wind rovisions of this code using 3. Beams, girders, ducts or other obstructions in basements containing habitable space shall be permitted to project to within out. Each character shall be not less than 4 inches in height with a stroke with of not less than 0.5 inch. Where required by R301.2.1 Wind design criteria. Buildings and portions thereof shall be constructed in accordance with the p 9 footing or (b) 6 inches below the top of the basement floor to the finished grade using a bituminous coating. O the ultimate design wind speed in Table R301.2(2) as determined from Figure R301.2(5)8. 6 feet 4 inches of the finished floor. the fire code official, address identification shall be provided in additional approved locations to facilitate emergency response. LL Ln R301.2.1.2 Protection of openings: Window glazing in windlborne debris regions shall be protected to meet the requirements of the lag r e missile R308.4 Hazardous locations. The locations specified in Sections R308.4.1 through R308.4.7 shall be considered to be specific Where access is by means of a private road and the building address cannot be viewed from the public way, a monument, pole R406.3.3 Porous Fill. The s ~ ace between the excavation and the foundation wall shall be backfilled with porous fill up to a height of hazardous locations for the purposes of glazing. Ir- test of ASTM E1996 & ASTM E1886 per section 301.2.1.2.1. Garage door glazing shall meet impact-resisting standards or or other sign or means shall be used to identify the structure. Address identification shall be maintained. P 0 m P P 1 one-half of the backfill) heioght and covered with strips of 30 pound asphalt paper or 6 (MIL polyethylene to permit water Z ANSI/DASMA 115. R308.4.2 Glazing Adjacent to doors. Glazing in an individual fixed or operable panel adjacent to a door shall be considered to be a T hazardous location where the bottom exposed edge of the glazing is less than 60 inches above the floor. seepage while avoiding infiltration of fine soils. The remainder of excavated area shall be backfilled with the some type of V J Section R321 Elevators and Platform Lifts soil as was removed during excavation. ❑ Exception: Wood structural panels with a thickness of not less than 7/16" and span not more than 8'-0" shall be permitted for 1. Where the glazing is within 24 inches of either side of the door in the plane of the door in a closed position. opening protection. Panels shall be precut and attached to the framing surrounding the opening. Panels shall be predrilled and R 321.1 Elevators. Where provided, passenger elevators, limited use and limited application elevators or private residence elevators shall 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 comply with ASME A17.1/CSA B44. R408.1 Ventilation. Crawl space vents: Provide 1 s.f. of venting per 150 s.f. of floor area unless ground surface is covered by a W secured with the attachment hardware provided. inches of the hinge side of an in-swinging door. Re 321.2 Platform Lifts. Where provided, platform lifts shall comply with ASME A18.1. class one vapor retarder material. If this retarder material is used, provide 1 s.f. of venting per 1500 s.f. floor area. TABLE R301.2(1) R308.4.6 Glazing adjacent to stairs and ramps. Glazing where the bottom exposed edge of the glazing is less than 36 inches above Install vents Within 3 feet of each corner of foundation. CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA the plane of the adjacent walking surface of stairways, landings between flights of stairs and ramps shall be considered to be a hazardous locationSection R322 Flood Resistant Construction R408.4 Crawl space access panel to be min. 18" by 24". Openings through perimeter wall shall be not less than 16" by 24". . GROUND Wind Design SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER FLOOD Air Mean 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 �4 >-.4 SNOW S ecial Wind DESIGN FROST LINE DESIGN UNDERLAYMENT Freezing Annual Exceptions: Zones, as established in Table R301.2(1), and substantial improvement and repair of substantial damage of buildings and SPEED Topographical p TERMITE DECAY HAZARDS Index Tem 1. Glazing adjacent to walking surface and rail is installed 34"-38" above landing. R502.2.2 Blocking and subflooring. Blocking for fastening panel edges or fixtures shall be a minimum of utility grade lumber. �'� LOAD (mph) Effects Wind bourne CATEGORY WEATHERING DEPS{ TEMP REQUIRED P 9 1 9 structures in floor hazard areas, shall be designed and constructed in accordance with the provisions contained in this section. Subflooring shall be wood structural panels as specified in Section 503.2. Fireblocking shall be of any grade lumber. Region Debris 2. Glazing 36 inches or more measured horizontally from the walking surface. Buildings and structures that are located in more than one flood hazard area shall comply with the provisions associated with the „ R502.4 Joists under bearing partitions: Provide 2x full depth blocking ® 48 o.c. max. where beam is not located under wall to zone most restrictive flood hazard area. Buildings and structures located in whole or in part in identified floodways shall be designed allow for piping or vents. ^ � Section R310 Emergency Escape and Rescue Openings and constructed in accordance with ASCE 24. P P g F� F T 1 MODERATE SLIGHT TO 10 IN A SINGLE FAMILY HOME & IN EACH TOWNHOUSE UNIT BASEMENT, ARE REQUIRED TO HAVE AT LEAST R502.6 The ends of each oist, beam or irder shall have not less than 1 1 2 inches of bearin on wood or metal and not less W �+y 20 140 NO (B) SEVERE 36" TO HEAVY MODERATE Degrees Yes X 1500 UNFINISHED BASEMENTS R 322.1.5 Lowest floor. The lowest floor shall be the lowest floor of the lowest enclosed area, including basement, and excluding any 1 g / g ONE EMERGENCY ESCAPE AND RESCUE OPENING PER SECTION R310. (Egress window & window well) unfinished flood-resistant enclosure that is useable solely for vehicle parking, building access or limited storage provided that such than 3 inches of bearing on masonry or concrete or alternatively, the ends of joist shall be supported on a 1"x4* ribbon U R310.1 Einer enc esca a 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. strip and shall be nailed to adjacent stud. R301.2.1.4 Exposure category. g y P R 322.1.6 Protection of mechanical, plumbing and electricals stems. Electricals stems, equipment and com components; heating, ventilating, air R502.7 Lateral restro„yt at supports. Joists shall be supported lateral) at ends b full depth solid blocking or attachment to co 1. Exposure B. Urban and suburban areas, wooded areas or other terrain with numerous closely spaced obstructions having the rescue opening. g Y yP g g PP PP y y P g Y m � V P in 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 systems; and other service equipment shall be located at or above band or rim joist. size of single family dwellings or larger. Exposure B shall be assumed unless the site meets the definition of another exposure. R310.2.1 Minimum opening g Y P4inches and the net clear width shall be not less than 20 the elevation required in Section R322.2 or R322.3. R502.8.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural ❑ 2. 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 2 glue-laminated members, cross-laminated timber members or [-joists are prohibited exce t where permitted b the ^ O he partially obstructed area. Includes flat open count and grassland. inches. Exception: Locating electrical systems, equipment and components; heating, ventilating, air conditioning; plumbing appliances and 9 � J � P P P Y Exposure D extends downwind 600 feet from t p y P fY is provided as the emergency escape and rescue opening, it shall have a sill height of plumbing fixtures; duct systems; and other service equipment is permitted below the elevation required in Section R322.2 or manufacturers recommendations or as shown on these drawings. unobstructed areas exposed to wind flowing over open water for a distance of not less tan 5000 feet. R310.2.2 Window sill height. Where a window p 9 Y Pw well in R322.3 provided that they are designed and installed to prevent water from entering or accumulating within the components and R502.11.1 Wood Truss Design. Wood trusses shall be designed in accordance with approved engineering practice & be prepared by a > �r 3. Exposure D. Flat, P g not more than 44 inches above the floor; where the sill height is below grade, it shall be provided with a window Exposure D extends downwind 600 feet from the unobstructed area. accordance with Section Rabove3. to resist hydrostatic and hydrodynamic loads and stresses, including the effects of buoyancy, during the occurrence of flooding to registered truss design professional where required by the statues of the jurisdiction in which the project is to be 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 elevation in accordance with ASCE24. Electrical wiring systems are permitted to be located below the required constructed. 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 elevation provided that the conform to the provisions of the electrical art of this code for wet locations. �./ nsu orted bearing wall stud height permitted by Table R6ngs wit Individual walls or wall studs shall be permitted to width of not less than 36 inches. The area of the window well shall allow the emergency escape and rescue opening to be P y P P laterally u pp g 9 P fully opened. R 322.1,7 Protection of water supply and sanitary sewage systems. New and replacement water supply systems shall be designed to ( ) n ���111 these limits as permitted b Chapter 6 provisions, provided that story heights are not exceeded. An engineered design minimize or eliminate infiltration of flood waters into the system in accordance with the plumbing provisions of this code. Section inc Concrete Floors On Ground F- exceed P Y P P nentl affixed _ H limits R310.2.3.1 Ladder and steps. Window wells with a vertical depth greater than 44 inches shall be equipped with a permanently where the limits of Chapter 6 are exceeded. Where the story height I R506.1 Concrete slab on grades to be min 3 1/2 inches thick. shall be provided for the wall or wall framing members p rY 9 II open position. Ladders or runs shall have an inside width of not less R 322.1.8 Flood-resistant materials. Building materials and installation methods used for flooring and interior and exterior walls and wall P ladder or steps usable with the window in the fully p p 9 R506.2.2 Base. A 4 inch thick base course consisting of clean railed sand, ravel, crushed stone, crushed concrete or crushed � of this section are exceeded, the design of the building, or the noncompliant portions thereof, to resist wind loads shall be in 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 R322.2 or R322.3 shall be flood damage-resistant materials that conform to the g 9 9 accordance with the Building C provisions of FEMA TB-2. blast-furnace slag passing a 2-inch sieve shall be placed on the prepared subgrade where the slab is below grade. (n vertically for the full height of the window well. Exception: A base course is not required where the concrete slab is installed on well-drained or sand-gravel mixture soils I-- U R310.2.3.2 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, including crawl spaces, that are below the R302.2 Townhouses. Common walls separating townhouses shall be assigned a fire-resistance rating in accordance with Section R302.2, design flood elevation shall: classified as Group I according to the United Soil Classification System in accordance with Table R405.1. required b Section R405.1 or by an approved alternative method. 9 W I n wall shared b two townhouses shall be constructed without plumbing or mechanical equipment, ducts q Y _ sand-gravel 1. Be used sole) for parking of vehicles, building access or storage. R506.2.3 Vapor retarder. A 6-mil (0.006 inch) polyethylene or approved vapor retarder with joints lapped not less than 6 inches 2 Item 1 or 2. The con f y d shall extend to and be Exception: A drainage system for window wells is not required where the foundation is on well drained soil or son gave Y P 9 9 wall. The wall shall be rated for fire exposure from both sides an shall be placed between the concrete floor slab and the base course or the prepared subgrade where no base course � ti vents n the cavity of the common ? mixture soils in accordance with the United Soil Classification System, Group I soils, as detailed in Table R405.1. 2. Be provided with flood openings that meet the following criteria and are installed in accordance with Section R322.2.2.1: tight against exterior Walls and the underside of the roof sheathing. Electrical Installations shall be in accordance with Chapters exists. The vapor retarder is not required for Garages, utility buildings and other unheated accessory structures. 0 34 through 43. Penetrations of the memb,ane of common walls for electrical outlet boxes shall be in accordance with Section 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 0 R302.4. R311.7 Stairways where the enclosed area is measured on the exterior of the enclosure walls. Section R602 Wood Wall Framing 0 P2904 is provided, the common wall shall be not less than a 1-hour 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 areas shall have openings installed such that: 1. Where a fire sprinkler system in accordance with Section p R311.7.1 Width. Sta y R602.3 Design and construction. Components of exterior walls shall be fastened in accordance with Tables R602.3(1) through nce-rated Wall assembly tested in accordance with ASTM E 119 or UL 263. 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 on different sides of each enclosed area; if a building has more than one enclosed fire resists y q ler system in accordance with Section P2904 is not rovided, the common wall shall be not less than a shall be not less than 31 1X 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. R602.3(4). Wall sheathing shall be fastened directly to framing members and shall confirm to the requirements of Table 2. Where a fire spunk y P 2-hour-resistance-rated wall assembly tested in accordance with ASTM E 119, UL 263, or section 703.3 of the Building Code. 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 . TABLE R302.1(1) R311.7.2 Headroom. The headroom in stairways shall be not less than 6 feet 8 inches. finished exterior grade immediately under each opening. ' ls or landi3. Openings shall be permitted to be installed in doors and windows; doors and windows without installed openings do not meet 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 levelandings. the requirements of this section. TABLE R6 2.3(l) FASTENING SCHEDULE MINIMUM MINIMUM FIRE R311.7.5.1 Risers. The riser height shall be not more than 8 1/4 per supplement. R 322.3 Coastal high-hazard areas (including V Zones and Coastal A Zones, where designated) Elevation requirements. EXTERIOR WALL ELEMENT FlRE-RESISTANCE RATING SEPARATION DISTANCE R311.7.5.2 Treads. The tread depth shall be not less than 9 inches per supplement. g ( 9 g ) q DISCRIPTION FASTENING (a,b,c,d) TYPE 1. Buildings and structures erected within coastal high-hazard areas and coastal A Zones, shall be elevated so that the bottom of FIRE-RESISTANCE_ RATED 1 HOUR 0 feet R311.7.5.3 Nosings. A nosing projection not less than 3/4 inch and not more than 1 9 inches shall be provided on stairways with solid 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. TOE NAIL ^ n � WALLS NOT FIRE-RESISTANCE RATED o HouRs 25 feet risers. bracing, is elevated to or above the base floor elevation plus 1 foot or the design flood elevation, whichever is higher. w - r- - CO PROJI=CTIONS 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. 2. CEILING JOISTS TJ TOP PLATE THREE 8D COMMON. TOE NAIL H ri o " P 9 2. Basement floors that are below grade on all sides are prohibited.R 322.3.3Foundations. Buildings and structures erected in T ¢ N N � N ao TABLE R302.1(2) R311.7.8.4 Continuity. Handrails for stairways shall be continuous for the full length of the flight with winders, at landings, or over coastal high-hazard areas and Coastal A Zones shall be supported on pilings or columns. 3. CEILING JOISTS (NO. ATTCHED TO RAFTER), LAPS THREE 16D COMMON FACE NAIL o N M oo �i OVER PARTITIONS EXTERIOR WALLS- DWELLINGS WITH FIRE SPRINKLERS lowest tread. MINIMUM MINIMUM FIRE Exceptions: Section R325 Mezzanines 4. CEILING JOIST TO PARALLEL RAFTERS + LAPS TABLE R802.5.1(9) FACE NAIL EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE 1. Handrails shall be permitted to be interrupted by a newel post at the tum. 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 THREE 10D EACH FACE NAIL FIRE-RESISTANCE RATED t HOUR 0 feet R311.7.10.1 Spiral Stairways. Spiral stairways are permitted provided that the clear with at and below the handrail is not less than 26 comply with section R325.6 EW) �LLs inches and the wafkline radius is not greater than 2 inches. Each tread shall have a depth of not less than Inches at 6. RAFTER OR ROOF TRUSS TO PLATE THREE 10D COMMON 2 ON SIDE + 1 ON OTHER TOE NAIL NOT FIRE-RESISTANCE RATED o HouRs 3 feet 9 � � P � R 325.3 Area limitation. The aggregate area of a mezzanine or mezzanines shall be not greater than one-third of the floor area of the the walkline. All treads shall be identical, and the rise shall not be more than 91 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 determination of the floor 7. ROOF RAFTERS TO RIDGE, VALLEY OR HIP THREE 10D COMMON. TOE NAIL R302.2.3 Continuity. The fire-resistance-rated wall or assembly separating townhouses shall be continuous from the foundation to the feet 6 inches. area of the room in which the mezzanine is located. RAFTERS TWO 16D COMMON. END NAIL underside of the roof sheathing, deck or slab. The fire-resistance rating shall extend the full length of the wall or assembly, 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. 8. STUD TO STUD (NO AT BWP) 16D COMMON AT 24"0.C, FACE NAIL for walls not more than 36 in 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 R 325.5 Openness. Mezzanines shall be open and unobstructed to the room in which they are located except 9. STUD TO STUD (AT BRACED WALL PANEL) 16D COMMON AT 16"O.C. FACE NAIL z z z z z z vertical in 12 units horizontal (8.3 percent slope). All other ramps shall have a maximum slop of 1 unit vertical in 8 units inches in height, columns and posts. horizontal (12.5 percent). Exception: Where it is technically infeasible to comply because of site constraints, ramps shall Exceptions: 10. BUILT UP HEADER, TWO PIECES 16D COMMON AT 16"O.C. ALONG EACH EDGE FACE NAIL - 0 0 0 0co R302.2.4 Parapets for townhouses. - 1. The parapet shall extend not less than 30 inches above the roof surfaces. 11. CONTINUOUS HEADER TO STUD FOUR 8D COMMON. A parapet is not required in the 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). 1. Mezzanines or portions thereof are not required to be open to the room in which they are located, provided that the aggregate " TOE NAIL Exception. p p q P 9 of the mezzanine area. • with ASTM E 108 or UL 790 and the roof decking or sheathing is of noncombustible materials or approved 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 12. TOP PLATES TO TOP PLATE 16D COMMON ® 16 0/C FACE NAIL as tested in accordance sum 2. In buildings that are not more than two stories above rade lane and equipped throw throughout with an automatic sprinkler system 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 gyp to allow passage of a sphere 4 inches or more in diameter. 9 9 P9 P Ys 13. DOUBLE TOP PLATES SPLICE 8-16D COMMON FACE NAIL - � is installed direct) beneath the roof decking or sheathing, supported by not less than nominal 2 inch (51 mm) ledgers 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 mezzanine shall not be required to be open to the room in which the mezzanine is located. ON EACH SIDE OF END JOINT (24'MIN IAP SPICE: boardY N 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 the finished floor and greater than 72 inches above the finished grade or the other surface below on the exterior of the R401.4..1 In lieu of a complete geotechnical evaluation footings shall be placed on rock, sand gravel and/or gravel, sand, silty sand, LENGTH EACH SIDE OF END JOINT) LO o any openings or penetrations in the roof are not within 4 feet of the common walls. building, the operable window shall comply with one of the following: clayey sand, silty gravel or clayey gravel with a presumptive design load bearing value of 2,000 PSF. Do not place footings 14. BOTTOM PLATE TO JOIST OR BLOCKING NOT AT BWP 16D AT 16"O.C. FACE NAIL N 3. A parapet is not required where roof surfaces adjacent to the wall or walls are at different elevations and the higher roof is 1. Operable windows with opening that will not allow a 4 inch diameter sphere to pass through the opening where the on soil that consists primarily of clay or silt or have any inorganic material or fill. ( ) more than 30 inches above the lower roof. The common wall construction from the lower roof to the underside of the higher roof opening is in its largest opened position. deck shall have not less than a 1-hour fire-resistance rating. The wall shall be rated for exposure from both sides. TABLE R402.2 Concrete: A 28 day minimum compressive strength (f'c) is required at the following locations: 15, BOTTOM PLATE TO JOIST OR BLOCKING AT BWP 2-16D AT 16"O.C. FACE NAIL 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F 2090. 2. Basement walls exposed to weather: 3000 psi plus 5 to 7% air entrainment 16. TOP OR BOTTOM PLATE TO STUD TWO 16D COMMON. END NAIL R302.2.6 Structural independence. Each individual townhouse shall be structurally independent. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. 3. Porch slabs, steps, and garage slabs: 4000 psi plus 5 to 7% air entrainment FOUR 8D COMMON. TOE NAIL � T4 T 4 3 Exceptions: R312.2.2 Window opening and control devices. Window opening control devices shall comply with ASTM F 2090. The window opening R 403.1.4.1 Frost protection: Bottom of all footings to be at least 36" below grade. 17. TOP PLATES, LAPS AT CORNERS + INTERSECTION 2-16D COMMON FACE NAIL W 1. Foundations supporting exterior walls or common walls. control device, after operation to release the control device allowing the window to fully open, shall not reduce the net clear orated b a common wall as provided in Section R302.2, Item 1 or 2 opening area of the window unit to less than the area required by Section R310.2.1. R 403.1.5 Stepped Footings: Step footing 1 ft vertical maximum on 2 feet horizontal where slope of footing bottom exceeds 10% 21. JOIST TO SILL, TOP PLATE, OR GIRDER THREE 8D COMMON. TOE NAIL U 5. Townhouses separated Y 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 " 0.. CD R302.3 Two-family dwellings. Dwelling units in two-family dwellings shall be separated from each other by wall and floor assemblies having 22. RIM JOIST OR BLOCKING TO SILL OR TOP PLATE 8D COMMON ® 6 0/C TOE NAIL r not 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 R313 Automatic Fre Sprinkler Systems with stud bearing walls, isolated plain concrete footings supporting columns or pedestals are permitted. 27. BUILT UP GIRDERS AND BEAMS 2X LUMBER 20D COMMON AT 32"O.C. T&B STAGGERED FACE NAIL AT EACH LAYER -I m all assemblies shall extend to and be tight against the exterior wall, and wall ems. Townhouses havin a hei ht of three stories above rade lane 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 W o Building Code. Fire-resistance rated floor/ceiling and w 9 9 R313.1 Townhouse automatic fire sprinkler syst g g 9 P assemblies shall extend from the foundation to the underside of the roof sheathing. equipment throughout with on automatic sprinkler system. with 7� inch diameter anchor bolts spaced as shown on the plans and details. Bolts shall extend a minimum of 7 inches into 28. 2X LEDGER THREE 16D COMMON AT EACH JOIST OR RAFTER. FACE NAIL Y concrete and located in the middle third of the width of the plate. A nut and washer shall be tightened on each anchor bolt. LU w lW Exceptions: R313.1.1 Design and installation. Automatic residential fire sprinkler systems for townhouses shall be designed and installed in „ „ 31. WOOD STRUCTURAL PANELS: SUBFLOOR, 6D COMMON (WALL) 6 o/c at edges and 0 = Q 1.A fire-resistance rating of hour shall be permitted in buildings equipped throughout with an automatic sprinkler system installed accordance with Section P2904 or NEPA 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 ROOF, AND WALL SHEATHING TO FRAMING 8D COMMON (ROOF) 12"o/c at interior v � in accordance with NEPA 13. R313.2 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. Z R302.3.1 Supporting construction. Where floor assemblies are required to be fire-resistance rated by Section R302.3, the supporting grade shall be equipped throughout with an automatic sprinkler system. 8D COMMON (SUBFLOOR) supports (see note f) (' 0 - w greater fire-resistance ratin Design and installation. Automatic residential fires rinkler systems shall be designed and installed in accordance with Section TABLE R404.1.2(1) a. All nails are smooth common, box or deformed shanks except where otherwise stated. Nails used for framing and sheathing U construction of such assemblies shall have an equal or g 9 R313.2.1 Des g P Y W9 z R302.5.1 Opening Protection. Honeycomb-core steel doors not less than 1 3/8 inches thick, or 20 minute fire-rated doors, equipped with a P2904 or NEPA 13D. Minimum Horizontal Reinforcement for Concrete Basement Walls connections shall have minimum average bending yield strengths as follows: 80 ksi for shank diameter of 0.192 (20d common nail), Q self-closing device. Doors from garage into habitable space: 45 min. fire rated with self - closing device or automatic - closing 90 ksi for shank diameters larger than t pan42" but not larger than 0.177 and 100 ksi for shank diameters of 0.142" or less. � a MAXIMUM UNSUPPORTED d. 4-foot-by-8 foot or 4 foot by 9 foot panels shall be applied vertically ❑ "' device. Balconies and decks. Sprinkler protection shall be provided for exterior balconies, decks and ground floor patios of HEIGHT OF BASEMENT LOCATION OF HORIZONTAL REINFORCEMENT R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be dwelling units where the building is of Type V construction. Sidewall sprinklers that are used to protect such areas WALL (FEET) f. Intermediate supports shall be spaced 6 inches on center for a minimum of 48 inch distance from ridges, eaves and gable end �T walls and 4 inches on center to gable end wall framing. W � �' 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 deflectors are within 1 inch to 6 inches below the structural 58 ONE NO. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY J of R302.6 Dwelling-garage fire separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply members and a maximum distance of 14 inches below the deck of the exterior balconies and decks that are AND ONE N0. 4 BAR NEAR MID- HEIGHT OF THE WALL STORY with Section R302.5. Attachment of gypsum board shall comply with Table R702.3.5. The wall separation provisions of Table R302.6 constructed of open wood joist construction. ONE N0. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY R602.3(5) 20 wall studs at 16 inches on center with a maximum height of 10 feet shall support aI maximum of one floor plus � m shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall. >8 AND ONE NO. 4 BAR NEAR THIRD POINTS IN THE WALL STORY roof/ceiling a��embly. 2x6 wall studs at 16 inches on center with a maximum height of 10 feet shall support a maximum z z g / type gyp garage / YP gypsum PP Section R314 Smoke Alarms of two floor plus roof/ceiling assembly. Exceptions: Where designed by in accordance with accepted engineering practice or TABLE R302.6 Garage walls: 5 8 inch t e X sum board on ora a side, 1 2 inch type X sum board on opposite wall side at habitable areas. Garage ceiling: 5/8 type X gypsum board R314.1 General. Smoke alarms shall comply with NEPA 72 and Section R314. where the ultimata design wind speed is less than or equal to 130 mph, 2X6 #2 grade studs supporting a roof load with Z & Smolke Density Index. R309.2.1: Wall & ceiling finishes shall have a flame spread classification of not greater than 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 not more than 6 feet of tributary length shall have a maximum wall height of 18 feet when spaced at 16 inches on CD o o R302.9 Flame Spread y 9 R314.1.1 Listings. Smoke 200. R30.9.2: Wall & Ceiling finishes shall have a smoke developed index of not greater than 450. Tested in accordance with ASTM be listed in accordance with UL 2034. center and 20 feet where spaced at 12 inches on center. rA � � .� . �•��• �� •........• ••••••••• MINIMUM VERTICAL REINFORCEMENT BAR R602.3.2 To late. Wood stud walls shall be capped with a double to late installed to provide loverla In at corners and LJJ E84 or UL 723. R314.3 Location. Smoke alarms shall be installed in the following locations. SIZE AND SPACING (INCHES) P P PP P P P PP 9 Q : �FtED ) C intersections with bearing partitions. End joints in top plates shall be offset not less thorn 24 inches. Joints in plates �CO( �. R302.11 Fire blocking shall be provided in wood-framed construction in the following locations: as 1. In each sleeping room. MAXIMUM UNSUPPORTED MAXIMUM UNBALANCED DESIGN LATERAL SOIL PRESSURE OF need not occur over studs. Plates shall be not less than 2 inches nominal thickness and have a width not less than the U_ ��I �oe�R BHF ���. 1. In concealed spaces of stud walls and partitions, including furred spaces and parallel rows of studs or staggered studs, 2. Outside each separate sleeping area in the immediate vicinity of the bedrooms. WALL HEIGHT BACKFILL HEIGHT 45 PSF PER FOOT OF DEPTH (V �L Do not backfill with any soil containing silt or clay. Width Of the studs. (-- follows: 4. Smoke alarms shall be installed not less than 3 feet (914 mm) horizontally from the door or opening of a bathroom that (� (�� WALL THICKNESS (INCHES) R602.6 Drilling and notching of dimensional lumber to conform to sections R602.6, R602.6.1, and figure R602.6(1). Notching & Q ^ Zc 1.1 Vertically at the ceiling and floor levels. contains a bathtub or shower. 8 to t2 bored hole limitations for exterior walls and bearing walls, figure R602.6(2) Notching and (bored hole limitations for interior W * °�: _' * 1.2 Horizontally at intervals not exceeding 10 feet. R314.3.1 Installation near cooking appliances. Smoke alarms shall not be installed in the following locations unless this would prevent 2. At interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. placement of a smoke alarm in a location required by Section R314.3. 8 7 NR NR NR non bearing walls & figure R602.6.1 top plate framing to accommodate piping. 16 gage and 1.5 inch wide metal tie _ ,&=,e i 3. In concealed spacers between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall comply with P fastened across and to the plate at each side of the notch with 8-10d nails each side. Follow manufacturers g 8 5 0 41 NR NR U N 1. Ionization smoke alarms shall not be installed less than 20 feet (6096 mm) horizontally from a permanently installed specifications for engineered products. (figure R602.6.1) rA �- Section R302.7. 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. to s s o at 5 0 22 NR 02380 y� 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 ❑ requirements. from a permanently installed cooking appliance. NR denotes no reinforcing required. OF NE`N re For the fire blocking of chimneys and fireplaces, see Section R1003.19. 3. Photoelectric smoke alarms shall not be installed less than 6 feet (1828 mm) horizontally from a permanently installed Locate vertical bars 1),4" clear from inside face of walls. The center of bars shall not vary from this by more than % inch. �•• .• •••••• .... �•••• •••.• ••••. • ..*.••.• 5. 6. Fire blocking of cornices of a two-family dwelling is required at the line of dwelling unit separation. cooking appliance. ;016023- 1. NUMBER R302.11.1 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 Two-inch nominal lumber. will activate all of the alarms in the individual dwelling unit. UNITS 109 (MODEL Al ) tX 2. Two thicknesses of 1" nominal lumber with broken lap joints. Section R315 Carbon Monoxide Alarms W U SHEET NUMBER Q 3. One thickness of 23/32 inch wood structural 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. 4. One thickness of 3/4 inch particleboard with joints backed by 3/4 inch particleboard. 5. One half inch gypsum cement board. l I 0 (MODEL A 1 6. One quarter inch cement based millboard. Z 1 07. Batts or blankets of mineral wool or glass fiber or other approved materials installed'in such a manner as to be securely W retained in place. COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED TABLE R602.3(3) TRUSS IDENTIFICATION SIGN � W Requirements -for Wood Structural Panel Wall Sheathing Used to Resist Wind Pressures IllZ C ' _ 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 W 1"'�1 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 E SPACING WIND SPEED V ult 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 � (mph) than 6 inches (153 mm) below grade. 2. A flashing of an approved elastomeric material. MINIMUM MINIMUM MAXIMUM WALL REFLECTIVE RED 6" DIA. m WOOD NOMINAL PANEL STUD SPACING WIND EXPOSURE N1101.14 (R401.3) Certificate (Mandatory). A permanent certificate shall be completed by the builder or other approved party and posted on P2801.6 Required pan. Where a storage tank-type water heater or a hot water storage tank is installed in a location where water leakage O U t SIZE PENETRATION STRUCTURAL THICKNESS (INCHES) from the tank will cause damage, the tank shall be installed in a an constructed of one of the following: PANTONE (PMS) X187 V (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. 9 P 9 RAILING (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. N n ) 5 L_ 6 2 B C D Insulation and fenestration Requirements by Component 2. Plastic not less than 0.36 inch (0.9 mm) in thickness. rte.d IF 8d 7 16 16 6 12 170 140 135 IAT FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENT SLAB CRAWL 3. Other approved materials. - F- � L) B COMMON 1 75 24/16 / CLM E A plastic an installed beneath a gas-fired water heater shall be constructed of material having a flames read index of 25 or EFLECTIVE -) e U •?N ZONE n U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE & SPACE P P 9 9 P z N p o 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 .- cv>. (including stories below top story) shall have the wall sheathing and fasteners designed to resist combined uplift and shear R-VALUE Ci Lp 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 L) w Z z 1/4" L_ n.CO.- rn MARINE R802.11 Rafter or truss uplift force. T101.1 General. The provisions shall be applicable for new construction where solar-ready provisions are required. 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 1/2" U o v For rafters at 16"o/c in 130mph wind speed. Roof pitch > 5/12 Exposure B TRUSS INCE VVCATION SIGN STROKE �' 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 ❑ U U co CO Span Ill 12 '18 24 28 32 36 42 48 roof/ceiling assemblies shall be R-30. The insulation shall extend over the top of the wall plate to the outer edge of plate Solar-Ready Zone. A section or sections of the roof or building overhang designated and reserved for the future installation of a SIGNS IDENTIFYING THE EXISTANCE OF TRUSS CONSTRUCTION SHALL CONSISTS OF A CIRCLE 6'IN cil Uplift Force # 117 149 182 2'03 226 247 281 without compression. The reduction of insulation from the requirements of Section N1102.1.2 shall be limited to 500 sf (46 m2) or solar M Increase x1.09 for pitch •C 5/12. Increase x 1.5 for 24"o/c spacing. Increase x 1.32 for 140 mph. 20 percent of the total insulated ceiling area, whichever is less. DIAMETER,YrlCI A STROKE WIDTH OF HALL THE SIGN BACKGROUND SNARL O FORMING T WHITE IN m photovoltaic or solar thermal system. COLOR.THE CIRCLE AND CONTENTS SHALL BE REFLECTIVE RED N COLOR,CONFORMING TO PANIDNE P4 0 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 N1102.2.4 (R402.2.4) Access hatches and doors. Access doors from conditioned spaces to unconditioned spaces such as attics and crawl MATCHING SYSTEM(ITIS)X187. :haccordance with ASTM C 1002 and shall penetrate the wood not less than 5/8 inch. 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 o 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 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 m2) exclusive of TO� E THE RESIDENTIAL STRUCTURE ANY METE HOWEVER,THAT- IS AFFIXING THE SIGN OR R702.4.2 SYMBOL TO 11iE ELECTRICAL BOX WOULD OBSCURE ANY METER ON THE ELECTRIC BOX,OR F THE UOLIIY 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 insulation shall be installed to maintain permanent contact with the underside of the mandatory access or set back areas as required by the International Fire Code. New multiple single-family dwelling (townhouses) PROVIDING ELECTRICAL SERVICE M TliE RESIDENTIAL STRUCTURE DOES NOT ALLOW THE SIGN OR SYMBOL TABLE R702.4.2 subfloor decking. three stories or fess in height above grade plane and with a total floor area less than or equal to 2,000 square feet (185.8 m2) TO BE AFFIXED TO THE 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 RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRICAL BOX.THE Z 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 GLASS MAT GYPSUM BACKING PANEL ASTM C t 178 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 ASTM C 1278 N1102.4.2 (R402.4.2) Fireplaces. New wood-buming 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: U FIBER REINFORCED GYPSUM PANELS Z)NONASBESTOS FIBER-CEMEIVT 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 PER SECTION 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. Of construction documents. TABLE R703.8.1 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 5/8 INCH THICK ROOF SHEATHING IS TO BE USED, WHEN ROOF TRUSSES ARE SPECIFIED AS THE ROOF FRAMING MEMBERS. Z Z Air Barrier and Insulation Installation Allowable Spans for steel lintels supporting masonry veneer 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: SIZE OF STEEL ANGLE NO STORY I ONE STORY TWO STORIES positioned at the opposite (load) end from the input feeder location or main circuit location. D EQUATION 16-8 U a,c (inches) ABOVE ABOVE ABOVE GENERAL REQUIREMENTS A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE BUILDING ENVELOPE. D + L (EQUATION 16-9) � L3x3x1/4 6'-O' 4'-6" 3'-0' THE EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINUOUS AIR BARRIER. E 39017 Outdoor outlets. A water proof outlet is required for any size, deck, porch, or balcony that is accessible from inside dwelling unit. D + S (EQUATION 16-10) O /1 .BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. At least one installed at the front and back of dwelling units. D + .6W (EQUATION 16-12) LL u J L4x3x1/4 6'-0' S'-0' 4'-6` CEILING/ ATTIC THE AIR BARRIER IN ANY DROPPED CEILING/ SOFFIT SHALL BE ALIGNED WITH THE INSULATION AND ANY I- E 3901.9 Garage Outlets. Garage receptacle, outlets must be serviced by a separate branch circuit that does not supply other outlets. At D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) M L5x3.5x5/16 1o'-o" a'-o' 6'-0' GAPS IN THE AIR BARRIER SEALED. least one receptacle outlet is required for each cars ace in a arae O ` ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE WALL DOORS TO UNCONDITIONED ATTIC SPACES SHALL P q P garage. Z 1_60.501_60.51_60.50/4 14'-0" s'-6" 7'-0" - 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 SHALDETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30 OF ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND SPEED (101 MPH BASIC DESIGN WINN D SPEED) IN EXPOSURE ❑ WALLS THE JUNCTION OF THE FOUNDATION AND THE SILL PLATE SHALL BE SEALED. CATEGORY B. 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. TABLE 8301.7 c. Minimum bearing to be 6". KNEE WALLS SHALL BE SEALED. DESIGN LOADS: ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: W r--� Adhered mason 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 TCLL 20 PSF PLUS UNBALANCED SNOW LOADING, WIND LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD UP LOADS AS REQUIRED BY 8703.12 Adhered masonry veneer installation. masonry st DOORS SEALED. THE FOLLOWING LIVE LOADS: ALLOWABLE ASCE? 10 , TCDL = 15 PSF, BCLL=10PSF, AND BCDL = 10 PSF. PROVIDE ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE NOTED R703.12.1 Clearances. On exterior stud walls, adhered masonry veneer shall be installed: RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER ROOF: STRUCTURAL MEMBER DEFLECTION ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. 1. Minimum of 4 inches (102 mm) above the earth GROUND SNOW LOAD 2OPSF FROM FIGURE R301.2(6) 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 INSULATION MINIMUM DISTRIBUTED LIVE LOAD PER TABLE R301.5 TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75". plastic with a minimum vertical attachment flange of 3 % inches (89 mm) shall be installed to extend a minimum of 1 inch (25 GARAGE )AND CANTILEVERED Rafters having slopes greater than L/180 �"�� (FOR SOAR READY ROOF DESIGN LOAD ADD: 24 POUNDS 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 O mm) below the foundation plate line on exterior stud walls in accordance with Section 8703.4. SHAFTS, PENETRATIONS DUCTS SHAFTS, UTILITY PENTRATIONS, AND FLUE SHAFT OPENING TO EXTERIOR OR UNCONDITIONED PER LINER FOOT DEAD LOAD FOR ROOF FRAMING) g 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: 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. n , 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- ^ w wood member abutting the vertical wall stud construction shall be anchored with not fewer than three 5/8 inch diameter by 5 inch UNINHABITABLE ATTIC W 0 STORAGE: 10 PSF 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 / Floors and ceilings w brittle finish L/360 3. REQUIRED BEARING WIDTHS. 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 g / / 4.1. TOP CHORD LNE LOAD . SNOW LOAD. 0 [� 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. Il L ' 8703.8.4 Anchorage: Mason 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. CCI r /'1 g Masonry 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 V mortar or grout and extending into the veneer a minimum 1-1/2 inches, with not less than 5/8 inch mortar or grout cover to 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. [ T outside face. minimum tics 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 8301.2.1.4 Exterior walls With brittle finishes L/180 4.6. CONTROLLING WIND LOADS. ❑ r�1 O 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. E 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 xterior walls with flexible finishes L/180 6. EACH REACTION FORCE AND DIRECTION. >horizontally and 24 Inches on center vertically. above finished round level above the foundation wall or slab and at between conditioned and unconditioned spaces. All recessed luminaires shall be IC-rated and labeled as having an air leakage rate R301.2.2) Lintels supporting masonry veneer L/600 7 EXCEPT WHERE. JOINT TSYMMETRCALLLYESCRIPTTON (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIOP4 NED LOCATION OF EACH JOINT CONNECTOR 8703.8.5 Flashing shall be located beneath the first course of masonry a g 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 psf (75Pa) pressure differential. All PRESUMPTIVE LOAD-BEARING VALUE OF SOIL: 2,000PSF Per TABLE LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. `/ P PP 9 section 8703.8. recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. 8401.4.1 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 wytFe 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. C EFLEC T O REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. � 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. < 8703.14.2 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 B THE TRUSS MEMBERS. � and walls closer than ro feet siding mm) to a building on another lot. of building footings. 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. 10 Section N1103 (R403) I WOOD FLOOR TRUSS SPECIFICATIONS: F- U Exception: Walls perpendicular to the line used to determine the fire separation distance. Systems A B B R EV I AT I 0 N S 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 (8403.1) Controls (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. 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. W 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 D.S. DOWNSPOUT I.T. WT. LIGHTWEIGHT RNG RANGE Z) I 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 DTh DETAIL LT. LIGHT R.O. ROUGH OPENING 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: 0 R802.1.5.4 Labeling each piece of Fire-retardant treated lumber and wood structural panes P different times of the day. This thermostat shall include the capability to set back or temporarily operate the system to maintain R802.4.2 Framing details. Rafters shall be framed not more than 1 1/ inches (38 mm) offset from each other to ridge board or directly P Y P Y P y A.F. ADJACENT(ADJUSTABLE E. EACH LT. LOUVER R RISER D (EQUATION 16-8) then with a collar tie. 802.3 Ridge board shall be not less than 1 inch (25 mm) nominal thickness and not zone temperatures down to 55'F (13'C) or up to 85'F(29'C). The thermostat shall initially be programmed by the manufacturer A.F.T. ABOVE FINISH TREAD D + L (EQUATION 16-9) � opposite from each o 9 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 E.J. EXPANSION JOINT LT. LAUNDRY TUB S.C. ROUND 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 ANCH. ANCHOR ELEC. ELECTRICAL MAS. MASONRY .C. SAWCUT D = DEAD LOAD, L = LIVE LOAD, i 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 ELEV. ELEVATION (51 mm) nominal p < ANGLE MAT. MATERIAL SCHEN. SCHEMATIC e b n brace to a bearin 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. ARCH ARCHITECTURAL EQ. EQUAL MAX. MAXIMUM SHLF SHELF FLOOR TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: the ridge y g P TCLL = 40 PSE, TCDL = 10 PSF, AND BCDL = 5 PSF itch is less than three units vertical in 12 units horizontal (25 percent slope), structural members that support rafters and ceiling N1103.3 (8403.3) 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 p EXP. EXPANSION joists, such as ridge beams, hips and valleys, shall be designed as beams. N1103.3.1 (8403.3.1) Insulation (Prescriptive). Supply and return ducts in attics shall be insulated to a minimum of R-$ where 3 inches MECH. MECHANICAL SIM. SIMILAR TRUSSES SHALL HAVE A MAXIMUM LIVE LOAD DEFLECTION OF L/480 AND A TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75". 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 EXT. EXTERIOR STAINLESS STEEL Where ceiling joists or rafter ties are not provided, the ridge formed b these rafters shall be supported b a wall or girder ( ) pp y BD. BOARD MIN. MINIMUM S.S. EE. EACH END STEEL TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN 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 SIL. 8802.7.2 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: NTL• . METAL 1. DEPTH SPAN, AND SPACING. members, cross-laminated timber members or I-joists are prohibited except where permitted by the manufacturers Exception: Ducts or onions thereof located completely inside the building thermal envelope. BTM BOTTOM F/C FLOOR COVERING CHANGE SUSP. SUSPENSION recommendations or where the effects of such alterations are specifically considered. P P P y 9 P BLKG. BLOCKINGLIDING GLASS DOOR 2. LOCATION B ALL JOINTS. N1103.3.2 (R403.3.2) Sealing (Mandatory). Ducts, air handlers and filter boxes shall be sealed. Joints and seams shall comply with section F.D.FDFLOOR DRAIN N.I.C. NOT IN CONTRACT SGD 3. REQUIRED BEARING WIDTHS. Iii n ^ `� 8802.8.1 Bridging. Rafters and ceiling joists having a depth to thickness ratio exceeding 6 to 1 based on nominal dimensions shall be M1601.4.1. ERG. BEARING EDN. FOUNDATION NTS SQ. SQUARE 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. supported lateral) b solid blocking, diagonal bridging (wood or metal) or a continuous 1 inch by 3 inch wood strip nailed across BRK BRICK PLR. FLOOR ( ) NOT TO SCALE g 9 Exceptions: TB TOWEL BAR 4.2. TOP CHORD DEAD LOAD. ¢ N N I� N 00 O r N M W N PP Y Y P BSMT BASEMENT FP FIREPLACE TONGUE AND GROVE 4.3. BOTTOM CHORD LIVE LOAD. the rafter or ceiling joists at intervals not exceeding 8 feet. 1. Air-impermeable spray foam products shall be permitted to be applied without additional joint seals. CENTER LINE O.C. ON CENTER T & G 4.4. BOTTOM CHORD DEAD LOAD. rL F.R. FIRE RATED TGS TOP OF GRADE SLAB 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 C.M.U. CONCRETE MASONRY UNIT FIRM FRAME OPER. OPERATOR TFVV TOP OF FOUNDATION WALL 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. Connect with tecos for header joist spans of 6'-0" and greater. 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 TYPICAL 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. COL. COLUMN FT FOOT / FEET TYP 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 �G FOOTING OPT. OPTIONAL T TREAD 6. EACH REACTION FORCE AND DIRECTION. 7. JOINT CONNECTOR TYPE AND DESCRIPTIONSIZE, THICKNESS OR GAGE AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR the vent. N1103.3.3 (8403.3.3) Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage. CONC. CONCRETE O.S.B. ORIENTED STRAND BOARD TR TOWEL ROD (E.G.,( ) N1103.4 (R403.4) Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105'F Ill COND. CONDITION GA. GAUGE OZ. OUNCE TRIPLE EXCEPT WHERE SYMMETRICALLY or below 55'F 13'C shall be insulated to a minimum of R-3.N1103.7 R403.7 Equipment sizin and efficient ratingMandato CONT. CONTINUOUS CAM GALVANIZED TRPL LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. ( ) ( ) 9 Y (Mandatory). G.C. GENERAL CONTRACTOR 1/R ONE ROD 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. Section 8807 Attic Access UNLESS NOTED OTHERWISE have a Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on building loads calculated in accordance CONST. CONSTRUCTION GEN. GENERAL 1/S ONE SHELF U.N.O. 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. R807.1 Attic access. Buildings with combustible ceiling or roof construction shall have an attic access opening to attic areas that with ACCA Manual J or other calculated in accordance with ACCA Manual J or other approved heating and cooling calculation CTSK. COUNTERSUNK PC POURED CONCRETE 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. z z z z z z vertical height of 30 inches (762 mm) or greater over an area of not less than 30 square feet (2.8m2). The vertical height shall methodologies. C.O. CASED OPENING G� GYPSUM VERTICAL be measured from the i:op of the ceiling framing members to the underside of the roof framing members. G.L. GLUE LAM PBD. PARTICLE BOARD VERT. VERIFY IN FIELD 12. REQUIRED PERMANENT TRUSS MEMBER BRACING 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE ROCATIONSUSS BERS. N1103.6 (R403.6) Mechanical ventilation (Mandatory) The building shall be provided with ventilation that meets the requirements of the 2015 CANT. CANTILEVER PL PLATE V.I.F. o O O O O o 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 C.T. CERAMIC TILE WASHER w w w w w w g International Mechanical Code (as amended), the 2015 International Residential Code (as amended), or the New York City HGV. HEIGHT PNL. PANEL W WITH * DRAFTSTOPPING: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR-CEILING Of o: � rr � W CIG. CEILING HDWR. HARDWARE W/ hallwayor other readily accessible location. Where located in a wall, the opening shall be not less than 22 inches wide by 30 Construction Codes, as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have C.M. R WN MOULD HORZ. HORIZONTAL,HORIZONTALLY PWD. PLYWOOD WOOD ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DRAFFSTOPPING 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. WD. - inchattic 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 PAIR WELDED WIRE FABRIC DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHERE SS ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING P HR. HOUR W.W.F. MEMBRANE BELOW, DRAFfSTOPPING SHALL BE PROVIDED IN FLOOR-CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: m members. See Section M1305.1.3 for access requirements where mechanical equipment is located in attics. WO OR W/0 WALKOUT Section N1104 (8404) Electrical Power and Lighting Systems D DRYER HDR. HEADER PROD. PROJECT / PROJECTED WINDOW FLOOR FRAMING F CONSTRUCTED OF TRUSS-TYPE OPEN-WEB N PERFORATED L1FLIRFRS. N N1104.1 R404.1 Li htin and equipment Mandato Not less than 90 percent of the permanently Installed lighting fixtures shall contain on PENNY HB HOSE BIB PSI POUNDS PER SQ. IN. WNDW MATERIALS: DFIAFTSTOPPING MATERIAL SHALL BE NOT LESS THAN 1/2 INCH GYPSUM BOARD, 3/8 INCH WOOD STRUCTURAL PANELS. o Section R902 Fire Classification ( ) 9 9 ( ry)' P P y 9 9 y DBL DOUBLE PSF POUNDS PER SQ.FT. N high-efficacy lams I.D. INSIDE DIAMETER TYPICAL ROOF & FLOOR TRUSS NOTES: R 902.1 Roofing covering materials. Roof shall be covered with materials as set forth in Sections R904 and R905. Class A, B or C 9 Y P • DIA. DIAMETER INGR. IN GROUND P.T. PRESSURE TREATED roofing shall be installed in jurisdictions designated by low as requiring their use or where the edge of the roof is less than 3 DIR. DIRECTION line. Class A B and C roofing required b this section to be listed shall be tested in accordance with Section M1305 Appliance Access DN DOWN INSUL. INSULATION QUAD. QUADRUPLE * TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND MANUFACTURE OF feet (914 mm) from a lot , 9 q Y or STM E 108. M1305.1 Appliances access for inspection service, repair and replacement. Appliances shall be accessible for inspection, service, repair and DR. DOOR INT. INTERIOR REQ'D REQUIRED METAL-PLATE-CONNECTED WOOD TRUSSES SHALL COMPLY WITH YORK. PI 1. THE TRUSS DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY UL 790 REF. REFER TO REFERENCE A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF NEW YORK. 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 DISH WASHER I.S. INSIDE CORNER RMS. ROOMS * Z R 902.4 Rooftop mounted photovoltai44 c panel system. Rooftop mounted p p y TRUSSES SHALL 8E FABRICATED IN ACCORDANCE WITH THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT WOOD MEMBERS CLAMPED IN RIGID 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 deep and 30 inches wide DWG. DRAWING JOINT REINF. REINFORCING,REINFORCED FIXTURES DURING ASSEMBLY TO INSURE TIGHT FITTING JOINTS. 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. KSI KIPS PER SQUARE INCH IL 0 y I * 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 stet 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 O m R 903.2.1 Exposed wall flashing required to have akick-out where the eave of the roof intersects a wall to prevent w g g PP DESIGNED AND INSTALLED TO PREVENT ROTATION AND PROVIDE LATERAL STABILITY IN ACCORDANCE WITH ACCEPTED INDUSTRY PRACTICE SUCH AS W o 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 (BCS() GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALWNG & BRACING OF METAL PLATE � Y R 905.1.2 An ice barrier/ water shield shall be installed per manufacturers 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 w 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 WITHiOUT THE APPROVAL OFA Z ~ tees 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 GRAPHIC SYMB0LS REGISTERED DESIGN PROFESSIONAL. Z v temperatures of 40 deg g P q THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS F N CONTRACTOR S ENSURE IN shield at all eaves, gable ends, hips & valleys. On 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 0 ERECTING THE TRUSSES. THE CO HALL THAT ADEQUATE TEMPORARY BRACING HAS U) shield. 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. 9 8 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. STRUCTURAL CALC. REFERENCE WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: p W 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 DETAIL REFERENCE - All general notes unless otherwise noted on plans or product specifications. a underla menta 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 SHT _ y PP q - All applicable state & local codes, ordinances and regulations if any. "' 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 FINISH CHANGE 9 methodology, P U R 905.2.5 Fasteners. Fasteners for asphalt shingles shall be galvanized steel, pp 9 In areas where the drawings do not address methodolo the contractor shall be bound to perform strict 3 mm shank with a minimum 3 8 inch diameter (9.5 mm) head, complying with 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 U compliance with manufacturers specifications and / or recommendations. w � � gage ate through inch ( )] / not less than 4 inches (51 mm) to each side of the framing member. Where the framing member that the piping passes - General contractors and subcontractors to review these construction documents upon receipt from architect I_ `.. penetrate through the roofing materials and not less than '/. inch (19.1 mm) into the roof sheathing. Where the roof sheathing is 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 O DOOR / HARDWARE TYPE wall 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 and report any and all discrepancies including any dimensional conflicts, immediately to architect fair 0 m R 905.2.8.3 Side g 9 9 member. BUILDING SECTION inches 102 mm in height and 4 inches (102 mm) in width and shall direct water away from the vertical sidewall onto the roof corrective measures (NGSprior o construction. _z ( ) 9 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 - DO NOT SCALE DRAWINGS. DIMENSIONS SHALL BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. g W or into the gutter. Where siding is provided on the vertical sidewall onto the roof or into the gutter. Where siding is provided on ( ) g PP - J f 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. (D 0 N the vertical side wall, the vertical leg o g excluding direct vent appliances, shall terminate not less than 4 feet below, 4 feet horizontally v - DISCREPANCIES: The contractor shall compare and coordinate all drawings; when in the opinion of tfhe - 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, ex g pp provided in accordance with Section R703.7-2-2. from or 1 foot above any door, operable window or gravity air inlet into any building. The bottom of the vent terminal shall be contractor, a discrepancy exists, the contractor shall promptly report it to the architect for proper R 905.2.8.5 Dri 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 1 D q P 9 1 ss than 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 ��R Rc - OMISSIONS: In the even certain feature of the construction are not fully shown on the drawings, their U �g RT C hj� overlapped not less than 2 inches (51 mm). Drip edges shall extend not le /4 ( ) from an air opening into the building. Such an appliance with an input over 10,000 BTU per hour but not over 50,000 BTU per construction shall be of the same character as for similar conditions that are shown or noted elsewhere on �o hF - and extend up back onto the roof deck not less than 2 inches (51 mm). Drip edges shall be mechanically fastened to the roof Y P 9 9 PP P P deck at no more than 12 inches (305 mm) D.C. with fasteners as specified in Section 8905.2.5. Underlayment shall be installed hour shall be installed with a 9 inch vent termination clearance. ~ ��,� ��F �� 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 the construction document set. Q 2� over the drip edge along eaves and under the drip edge along rake edges. - All work is to be performed in a professional manner and in accordance with best practice and consistent 2 . R 1001.1 Masonry fireplaces & chimneys to be constructed in accordance with Section 81001 and the applicable provisions of Chapters 3 from any air opening into the building. W * aRa * with manufacturer's and suppliers recommended installation procedures. _ t_t- and 4 of this code. - The architect has not been retained to perform framing inspections and / or field inspection. The architect C) 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 is therefore not responsible for any and all conflicts including weatherazation, water proofing and friaming �r<y�oe;-,.� Q� than 3 feet above the highest point where the chimney passes through the roof. G2439.1 (614.1) Installation. Clothes dryers shall be exhausted in accordance with the manufacturer's instructions. Dryer exhaust systems with respect to the construction documents. shall be independent of all other systems and shall convey the moisture and any products of combustion to the outside of the o238tia y0 PURSUANT TO SECTION 69.5 (b) OF THE NEW YORK STATE EDUCATION DEPARTMENT, REGULATIONS OF THE COMMISSIONER ❑ : FOF N E`N Section R1004 Factory-Built Fireplaces building. ('REGULATIONS' , 8 NYCRR 69.5, ENTITLED "SEALS", AN ARCHITECT WHO SEALS "PLANS, SPECIFICATIONS AND REPORTS" MUST PLACE ..............•.. ••.. •.• ..•...-.•• Otto built fireplaces shall be listed 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 R 1004.1 Factory p built fireplaces shall be tested in accordance with UL 127. for use in dryer exhaust duct system. The dryer exhaust duct power ventilator shall be installed in accordance with the STAMPEDN H DOCUMENT INDICATING THAT: R IS A VIOLATION OF THE LA FOR ANY PERSON, UNLESS ACTING I P, R 10004.5 basketed fireplace doors. t Basketed 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. B NUMBER system has been specifically tested, listed and labeled for such use in accordance with UL 127. 2016023 R 1006.1 Factory built or masonry fireplaces shall be equipped with on exterior air supply to ensure proper fuel combustion unless the room Section P2607 Waterproofing of Openings R'� 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 109 (MODEL Al ) & W material shall be installed in manner that prevents water entry into the building. Counterflashing into the opening of pipe serving 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 Q 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. 0' 1--' 2 cellulose) shall be written in inches (mm) or markers that are installed at least one for every 300 square feet (28 1712) throughout I I 0 (MODEL Alz the attic space. The markers shall be affixed to the trusses or joists and marked with the minimum initial installed thickness with numbers not less than 1 inch (25 mm) in height. Each marker shall face the attic access opening. Spray polyurethane foam W W thickness and installed R-value shall be listed on certification provided by the insulation installer. COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WHEN NOT ALI6NED WITH RAFTER, CO ^ , GONNEGT KING STUDS,TO TOP PLATE GS-YO X 24"MN. ROOF FRAMING WRAP I-1/4"X22 6A.6ALV.COIL STRAP Z c , TO -2x4 OR 2X6 05-20 X it MIN. X ff o"RAFTERS OVER TOP OF TOP PLATE AND NAIL CRIPPLE 5TUD5 � ^ 8 ATTKH TO EACH PAR 2x ACCT LEDGER W/2-3/8"x5" LA6 DBL TOP PLATE 16"O.G. U 's BOLTS a I6"O RAFT6t, G INTO STUDS GF GPP051N6 RAFTERS RASM PLM O 4---J :36 SM PLAN 51MP50N STRONG-TIE 2X BLOGKIN6 p A35 a EVERY RR AT 2 END BAYS 2x4 STUD WALL ORN Z W,, t :c CEILING JOIST OR SABLE END TRUSS ^^ 5ppypll STRLTK� SlIF5 N STRONG - - TRU55 BOTTOM CHORD 51RON65AG95 SIMPSON H2 CONNECTOR 6 EA -TE _TE ttb SIMPSON STRONG-TIE57 SIMPSON 5TRONEi-11E H2 8D NAILS RPM 5TR/Pr'S1 U tf ATfVV TO IWO PAR A'GPP05N6 RNTISS ALTERNATE TO RIDGE 5TRAPt H3 0 EVERY RR RAFTER 16 5Ti1D AND KIN65 `- TYP 8d NAILS TY?. :RKE STRAPS ARE NOT RE(�tW MIEN GALA#TES,OF PROVIDE 2X4 GOL AR TIE AT '� V > (WHEN ALIGNED) � N p o 2X4 ARE LDGATT�N Ttf LPPETR Tl"OF TFE UPPER THIRD OF THE ATTIC SPACE i= cn cc a,44 �� LUQ CS,-22 STRAP AT FOR USE WHEN STUDS AND USE IN COMBINATION OILY WHEN STUDS AND ATr1G SPACE AHD AT'rkff TO WH PAR Or RWM;5 W/4-I9d NALS W/4-I0d AT EACH RAFTB� -RAFTERS ALIGN YRAF rER5 DO NOT AJ-16N EACH STUD,SEE L5U26 FOR 2x6 DETAIL 4 z L ox-�`n M 1-51,125 FOR 2x8,2x10,OR 2x12 O o 4 FRAMED 0 ❑ _ ti N VII OR (� Cl) on -RID OE STRAP DETAIL / -RI DOE STRAP DETAIL SIMPSON 5TRON6-TIE 2x4 OR 2xb °R SPECIAL " LU25 a EVERY GJ 5Ti1175 o Ib"O.G. ° (FOR(ATH.GL65 WITHOUT DOLLAR TIE5) / 3 (WITH OR WITHOUT COLLAR TIE5) NONTOR FT 2x AGa LEDGER W/3/8"x5"LAC, CONNECTORS 4. NTS. LOCATE AT // NTS,. LOCATE AT EVERY RAFTER BOLT® I6" OG INTO STUDS 5TRAPPIN6 TO BE 1-1/4'X 22 6A. IN THIS AREA S� SNI STRGNG / TO BEAR A MANN.OF 10 ON FRAMIT N IN6 ,- TUE LTS w NAILS rYP.f Op MAY M= r APS PORGH GOOF GABLE END WALL H10 ORT� M I1 05 15 U". // STfi�APP I NO DETAIL DETAIL AT ATTIG Z W NAILS FOR U5E WHHd STLVS AND USE IN GONBINATION ONLY WHEN STUDS AND �/ I 0 (D �RAFTER5 DO NOT AL16N N Ts. O STRAPPING TO RllN ONTO RIM JOIST,SEE I- `RAFTERS ALIGN DETAIL W(ONE STORY)OR ONTO STUD p AT WALL BELOW(TWO STORY) ROOF RAFTER HURRI DANE TIES\\\ - • co LOCATED AT EVERY ROOF RAFTER ` TIG z O \ _ AT STRAPP I NO DETAIL L 0 4 A 12 FOR FRAME GONNEGTI ONS o • Ln DI N.TS. I- 0 m 2ND FLOOR "REGI°' / STRAP UtN�z)2x PROVIDE 3'X3,fv"X31 WASHER PLATE AT ALL ANCHOR BOLTS KING NAILS FROM ❑ / �G481yy SECURED BY WOOD SILL PLATES. / COLUMN P05T TOP ANGHOR SIMPSON PAB OR 5B ANCHOR BOLT5 MAY BE U5E0 IN LIEU OF W STRAP START NAILS THREADED ROD W/WA5HER PLATE. rw LftTH // 5 N.T.S. LOCATE=AT EVERY COLUMN/67RDESR CONNECTION H UP 51" 6-60 NAdL5 AT PROVIDE 3%'X036'CORN R5C7AANV.STEEL PLATE W/ (L"MN NAILS WALLS. 3 X12'XD%'6ALV STEEL PLATE IN (4)NAILS MR IN i 12-W NAILS AT AT BUTT JOINT5 IN 5TRA16M 51MP50N LSTAI2 STRAP W/ Ii LIMTH(TYP.) l 1 �Np NAILS WALLS WHERE THERE SMILE RATE OR WADER 5-I00 NAILS EACH END AT FF�� aFaR SPAN 2X6 K1N6 STUDS NDN), EACH JACK STUD 24'MINIMUM LAP SPLICE ONE AT SPANS UP TO b FEET O NAILS TWO FOR SPANS 6 TO 12 FEST � Off 'm 2�� 5/8",l A301 ROD THREADED b"BOTH ENDS, THREE FOR SPANS 12 TO 16 FEET 2X6 JACK STUDS ICON): " 12-161)MIN NAILS ONE AT SPANS(6' t715TAHYE Gf T/b Ll3JbTH BOTTOMNAILS PRE-DBdt 3/4 AND I ROD AT SIMPSON STEEL WALL,SEE PLANS IST FLOOR AT A" '`'C ' TWO AT SPANS FROM b'TO 12' W w 12'NN• -I 51MP50N P05T BASE N " " " UNL.ESSTHREE ANOTED OTHERWISE ON PLAN � ABU44 OR ABUbb,SEE PLAN 2 X33/8 X3 WASHER PL W/NUT EACH SIDE p r � (4)NAL5 MN.N 05-22 COIL STRAP j UPPER STORY 5HEAR m (� V Ir IMTH M I 1 - WALL TO GIRDER ALTERNATE ANGHOR BOLT DETAIL @ - - BELOW GONNEGTI ON EXTERIOR �� ❑ w O FLOOR TO FLOOR TIES I l � FOR 5ET BAGK WALL5 HDU HOLD-DOWNS AND 5TRON0 WALL _ HEADER GONNGTION q. I � In•m HIODKI�ANCHOR BOLT Nv r DOUBLE TOP WALL PLATE SPL I GE DETA I L N.T5. LOCATED AT EVERY STUD I \-.,""FOUNDATION MINIMUM EMBEDMENT OR F�AN51ON 13 N.T5. I'4 BOLT W/V MINIMUM B48EPM NT N.TS. (� N.T.S. 16 N.TS. U NOTE GOL STRAPS U'06t 51EAT1•IQJ6 PROVIDE 15d GG4,AIGN(0181x25'LGTJ6) GOL 9RA6 ou6z allDft PROVE:Wd CAM(ON x 3 LONG)NAILS. I \ p `\\ C�N.T.�S.�L:ATE COLUMP05T BOTTOM ANCHORALL011VABLE HOLES - AT EVERY GOLUMW 6tRDER GONNEGTION T I lHYH17PID SD NAIL®6'0/0 AT ALL PANEL RXkS IbD NAIL® 24"0/0 F" U ` \ MMOd�'`TM I6DNAIL®24'o/G - � �PL�,�„ LVL Headers and Beams W AS,I'm WPM HIP RAFTER, 51MP50N HGP HIP SHEATHING Microllam® LVL 2 I Rai IZA"T� SEE PLAN INTERIOR 1.3E TimberStrand® and p (�Nti5 MN IN CORNER TIE hole zo largest holer(min(minimum) NOTE WH@2E 24'WIDE MINIMUM FUl.HEIGHT I a LBJ6TH� LSL hole zone Parallam®PSL Y depth (� WALL RE'NRN 15 PROVIDED AT BIDS OF I O BRACED WALL LINE THE 800#HOLD"MAY ' p BE ELIMINATED. PROVIDE TWO(OPE AT EA,GI14, n"L13J5TH Q.INN) '�. BD NAIL®6"0/G INTERIOR - - - - - - SIDE)G5-22 STRAPS PER DETAIL 4 IN LIEU OF I � 51MP5ON BP WASHER o AT ALL PANEL ED6E5 d - LSTA36 STRAPS SHIOVN IN THE DETAIL NAIL RATE TO o - - -- I SILL PLATE NY ed 2x AGQ SILL PLATE. DOUBLE o ° NAILS o 410/6 SILL AT FiA1 BASEMENTS EXTERIOR 6YTx�UM BOARD o 0 0 Microllame LVL and 5/8 DIA.STEEL ANCHOR - -- - - ! tx h fIAT vNlEY 8D NAIL® 12'0/G AT ALL Parallam®PSL _I 7 MINIMIM BOLT5 MAX.2'-VOL.. EMBEDMENT EXTEND BOLTS MIN.T INTO GS,22 COIL STRAP Npc srRrP TO RN'RR h1EN18ER5 NOT AT PANEL EDGES EDN WTH _ R ON allowed hole zone 3'x 3'WASHER TO EACH BOLT. (2)2 x i kQ 51vPra0N LTP4 PLATE WLW TO middle y3 span PROVIDE TERMITE SHIELD SILL IN51DE CORNER OUTSIDE CORNER r4 CLO MWJ5 BAR %L PLATE RM AMD SLL PLATE 0 W0/G FW Wn VM (PLYWOOD 5HEATHIN6V d 1.3E TimberStrande LSL allowed hole zone d >-LSTA36 W/10-I0d NAILS SEAL AND MAINTAIN V MIN INTO 51W ABOVE AND LOCATED 2 TO b' FROM WD TO FINISHED 6RADE NAL AS,PHt TApE 5V WtGM H o'i o vi Li�AM TOP OF WALL vAJ��pc PLAN VIEW PLAN VI w -- � � 0D General Notes Q N N � N o0 17 BFLOW(2 EACH(CORNER) NOTE, EXTERIOR WALL TOP o N �, N Tall=2980# COIL STRAPS MOM SHEATHING PROVIDE,8d C04-40N(0.131 x 25'LONG)NAILS.COIL �/TG� /1� STRAP'OVB25HFATHIN6 PROVIDE,IOd GOMFION(0.131 x 3'lAN6)NAILS. EXTERIOR LII V I� G�y�l]'b HEADER MAXIMUM ROUND • Allowed hole zone suitable for uniformly loaded SEE FOUNDATION PLAN �/ (ALL I� LAY-OVER OR FALSE VALLEY DEPTH HOLE SIZE headers and beams only. PLATE HIP GONNEGTION HALL FRAMING 4Y8' • Round holes only nd 5TORY CORNER GONNEGTOR5 TYPIGAE ANGHOR BO�IL�T STUD TO RIM J015T TO SILL PLATE I� 5TiRAPPINO DETAIL I0. 5Y2" 13/4' • No holes in cantilevers. v '��N.TS. 7Ya"to 20" 2" • No holes in headers or beams in plank orientation. 8 LOCATE AT EVERY 5TL1D N.TS. xTs NT6. See illustration for Allowed Hole Zone VNTS. LOCATED AT EVERY CORNER NTS. ATION AS NOTED N.TS. DO NOT cut,notch or drill holes in headers except as indicated in illustrations and tables. A MINIMUM OF TWO BRACED WALL LINES OWL)ARE REGRARED IN EACH DIRECTION OF A BUILDING. BWL'5 SHALL NOT BE SPACED E)TEF D STRAP AP WALL alEATHIN6 fl AND WN1 SFE/1 ItJPi � O O O O O O MORE THAN 60 FT APART. WALLS WITHIN A BWL SHALL NOT 13E OFFSET BY MORE THAN 4 FEET FROM A BWL OWL LOCATIONS ARE NO.�. TO TOP GF PONT W41 F L15D-��I I : TO TGP OF PONY WALL IF Lem I � � � � N N INDICATED ON FLOOR PLANS 2 FT MAX PONY WALL MAY BE I I NOTE: PONY WALL MAY BE - SAfY.�OM DTTIZ IfA..DOA?J AT G5-IIV`.�P DIW.® A BRACED WALL PANEL(BHP)SHALL BE61N WITHIN 10 FEET OF EACH END OF A OWI.. THE D I5TANOE BETWEEN ADJACENT PLACED ON TOP OF HEADER PLACED ON TOP OF HEADER WALL EMD PANGS(TYPE A) FTU AS,REQ M ED6E5 OF BWP'S 5HALL NOT BE 6REATER THAN 20 FEET. THERE SHALL BE A MINIMUM OF TWO BHP ON EACH BHL EXCEPT AT ®I AT MA=WDLL PETM5 G APD D. WALLS(ib FEET LONG MAY HAVE ONE 48"OR LONGER GWP. BHPS ARE TYPICALLY CS-W5P SHEATHED BRACED WALL PANELS ® (TYPE A)OR 6YP5UM BOARD 65(TYPE B). PROVIDE TYPE G,D,E,OR F PANELS AS NOTED ON PLAN WHERE BHP TYPES A 3 I/2'WIDE LVL HEADER(5Ef PILAW LO N - S-W NAILS AT DTTLZ AND B DO NOT aUALIFY DUE TO MINIMUM LENGTH REGIUIREMENT5 OR ADDITIONAL CONTRIBUTING LENGTH OF BHP 15 REGUIRED. cCNnNUOU5 To oUT511DE of PANEL 0 N ® BW TYPES ARE INDICATED ON FLOOR PLANS. /•� ® 3/810 TFLREADED#o1) Z z v J G5-N5P CONTINUOUSLY SHEATHED BRACED WALL PANELS(TYPE A)SHALL MST NOTE,WHERE 24'WIDE MINIMUM FUJ HEIGHT THE MINIMUM LENGTH REQUIREMENTS OF TABLE RbO2.105. NAIL 7(6 MINIMUM WALL CONTINUOUS IU'4"MIN DEQ HEADER TO GONTIN10Ur Ill'4"MIN DEEP HEADER TO WALL RETURN 15 PROVIDED U ENDS OF SHEAl141N6 WITH Bd NAILS®b"O/G(EDGES)AND 12"O/G(FIELD)AND PROVIDE 2X OUTSIDE KING 57W(SEE FLAW Q OUTSIDE KIN6 STUD(SEE PLAN) PM® PD6E ~� G5+15P BRACED WALL LINE THE 800# BLOGKIN6 AT ALL UNSUPPORTED PANEL ED6ES. PROVIDE 800 POUND HOLDOWN FASTEN i�'SHEATHING CA HEADER H D NAJLSTEN�'SHEATHING TO HEADER MV HOLD"MAY BE ELIMINATED. PER DETAIL Iq OR 20 AT ENDS OF BRACED WALL LINES THAT DO NOT HAVE 8D NAILS o 3'O/G IN EACH DIRFf.T1Gi1 a 8D NAlLS 0 3'0/G IN FAGN DIREG710N L WIDTH MIN PANEL W [.� EITHER A 24"MINIMUM FRILL HEIGHT WALL RETURN OR A 48'MINIMUM BWP. a SIMPSON LSTA24 STRAP ON BOTH SIDES AND SIMPSON L5TA24 STRAP ON UtL5fEA1HfD �16NT ) '�" TRIM TOP of PANEL AS REQT) a L V O IREMENTS OF GS,W5P EACH OF HEADER TO JACK STUD W/Ib-IOD NAILS FACE NU 16 IOD NAILS - TABLE Rb02.105 MINIRH LEN6TH REQU q 32' �/4'SDS,S6E ON O W FASTEN TOP PLATE TO HEADER W(2 H FASTEN TOP PLATE TO HEADER W/2 X 10 34' � Q � CONTINUOUN-Y SHEATHED BRACED WALL PANELS i� ROW5 OF Ibd MIS o 3'0/C, zOO � RAVV5 OF Ibd NAILS 0 3'O/G p II 38' BOTH SIDES 4 STRAPS PAHA w Y WALL AJAGENT CLEAR MINIMUM LENGTH OF O U l� HE16HT(FT) oPN6 WEIGHT BRACED WALL PANEL Q l2)JACK STUDS MIN.OR FE92 FLAN 12 42' W w (2)JACK STUDS MIN.OR PER PLAN O SIMPSON 5WSB 5TRDHErWALL SB Z �M1Pr�ON GN^I COIPL.ER NUT R 64' 24' H T- BLOCKING AT PANEL ED6E5 $ 64'TO 80' 32' BLOGKIN6 AT PANEL ED6E5 BLOCKING AT PANEL ED6E5 80'TO qb1 36'e PANS SHALL HAVE A LB46M 12 OF NOT PANE( VERIFY PANEL 15 PILR� ('J <64' Z. 6YP5UM BOARD "6B"BRACED WALL PANELS(TYPE B)SHALL BE � PAHEI SHALL HAVE A LENGTH t'aF NOT tY LESS THAN 16'FOR ONE STORY AND 24'FOR U) LE55 THAN 16'FOR 8 FT WALL,18'FOR 9 O 3/8'6 ANCAM BOLT OR q 64'TO 80' 30" 48"MINIMUM IN LENGTH ON BOTH 51DE5 OF WALL PER TABLE FT WALL,AND 20'FOR A 10 FT WALL SEE O SEEFIRPAN FOR aF TWO STORY APPLICATION - � W n O Rb02.105. SECURE&6YP'SUH BOARD WITH 6d COOLER NAILS, NOTE,DET ES ro �1 ADHESIVE ANC.IIOR 801 TO q6" 41" PLAN FOR ACTUAL LENGTH. J SEE PAN FOR ACTUAL LB16TH. � BOTH BIDS of HEADER p Q� Cn z <64' 30' Ag15"X I%"6YP5UM BD NAILS,OR Dqb'X 1% ANNULAR RINGED �L IF WIDTH T��pETDAIL r TO BE�.ED . � � ❑ ^ J 1;,L, IF WIDTH TO HEIGHT DIMENSIONS ARE -• 64'TO 1 30' NAILS O 7"o/G(ED6CES)AND T'O/G(FIELD). BLOGKIt�15 NOT EXCEED THEN DETAIL r TO BE LIE r• 10 80'TO q6' 38' REGIUIRED AT UNSUPPORTED PANEL EDGES WHEN PANELS ARE IF CONTINJOUS WADER 15 MED OVER C) INSTALLED HORIZONTALLY. PROVIDE JOIST OR TRUSS OR FALL BOTH OPENIN65 THEN MIDDLE WALL = "Partial credit for Panels 3b"to 48'wide per R602.1052 HEIGHT BLOGKIN6 DIRECTLY ABOVE AND BELOW TYPE B WALLS. ONE JACK AND KIN6 STUDS ONE JACK AND KING STUDS BRACING 15 NOT REGIT7 "L° EQUAL TO ui_j 9 O TYPICAL HOEDOWN DETAIL AT CONTINUOUSLY SHEATHED WOOD FA5TEN1/16'SWATHINGTOEACH STUD FASTENlAb"5HEATwNGTOEACH 511V TWO KING5TUDS or > 12" STUCTURAL PANEL "CS WSP" -TYPE A IT GYPSUM BOARD "GB" -TYPE B o AND SILL W 8D COMMON NAILS a V O/C o AND SILL IN 8D COMMON NAILS o 3'010 Co FRAMED ELOo . A R _ FASTBI ILL SHEATHING TO STUD NOT TO SCALE PER FIGURE R602.10.5 NOT TO SCALE PER FIGURE R602.10.5 AND 51LL U2 8d NAILS 14'o/G w I� PORTAL DETAIL"G'ONLY APPLIES SIMPSON H1DU2 HOEDOWN W/b-U4' Z ¢ J TO 2 FT TO 16 FT WIDE OPENINGS. �' yCREWS '�IBD 5T11D ('J p 0 NTS. 5D5 SGRB lei L NO FLOOR ABOVE PANEL TO 51T DIRECTLY ON TOP OF Q TABLE 602.10 3(1)BRACING REQUIREMENTS BASED ON 14OMPH TABLE 602.10.3(2)WIND ADJUSTMENT TO HDU4 HOLD"N O R ABOVE. REQUIRED LENGTH OF WALL BRAON6. 2-IMO ANCHOR BOLT OR EXPANSION SCREWS IF FLOOR ABODE CONCRETE rOIINDATIGN WALL WIND SPEED,EXPOSURE B,30 FT MEAN,ROOF HE16HT,10 FOOT BOLT WITH 2'X2'XW PL WASHER SDCN DTTIZ tiCLDOtVH)AT GS-W�ERACf9 WALL HEIGHTS,AND 2 BRACED HALL LIDS ADJU5TT ENT STORY CONDITION ADJUSTMENT V2'0 ANCHOR OR EXPANSION BOLT W p ,SER ARc OVER 2-1/210 ANCHOR OR EXPANSION BOLT 0311E V WELL LSD PAN35(TYPE A)tf41 AS,RFl�lllO CONT BASED ON SUPPORTING FACTOR ® AT WaP WNL KETALS G AND D. STORY BWL 5PAGIN6 METHOD 6B #4 BAR DONT IN TOP OF GOOA71O CONCRETE #4 BAR GOVT IN TOP F ® 5HEATHIN6 EXP05URE GATE6oRY ONE STORY G 1.2 Fo�vAnoN FOUNDATION EXPOSURE CATEGORY ONE STORY D IS ¢ �� F O� ® S�GU NELS AT IDTTIZ TOP 10 25 55 #4 BAR GOVT IN TOP AND BOTTOM ® EXPOSURE CATEGORY TWO STORY G 13 PAB5-18 ANCHOR BOLT OR fie'THREADED OF CONCRETE FOUNDATION 51MP50P!587/8X24 OR PART 18 ANCHOR Lj 2O' 5.O IO.O EXP05l1RE GA1E60RY TWO STORY D Ib EXTEND WALL SHEATHING OVER RIM J015T ROD W/WA5I1B2 PLATE,SEE DETAIL 15/DI BOLT OR Ye"THREADED ROD, W •°w i �1r FABS 18 ANCHOR BOLT OR 3b THREADED SEE DETAIL 15/DI = !tea TOPOVER ® TOP 30' 1.0' 145' ROOF EAVE TO RIDGE ROOF ONLY 15 FT 1.3 PANEL EDGE FRAMED RAD W/�M PLATE,�NAIL I5/0I WALL PORTAL DETAIL TYPE D ONLY APPLIES TO b FT TO 18 FT WIDE OPENINGS. ROOF EAVE TO RI06E ROOF ONLY 20 FT Ib FLOOR PANEL HAS CONTRIBUTING LENGTH OF 48'TOWARDS R602.10.3(I)MINIMUM LEN6TH WALL TO BE USED ON FIRST FLOOR APPLICATION ONLY,PANEL HAS SIMPSON 5RON6i WL REQUIRES BJ6IN�RED DF5I6N TO �' 02381 O� TOP 40' 4.0' 185' ROOF EAVE TO RID6E ROOF+1 FLOOR 15 FT 1.15 REGIIIREM7£NT5 FDR BRACED WALL PANFJS AT BRACED WALL LINES. MALL TO BE GONTRIBUnHIo LENGTH aF 48'TOWARDS#602.103(1)MINIMUM LENGTH TO DETERMINE PANEL 512E AND ANCHOR BOLTS FOR ❑ �Q �J� ROOF EAVE TO RIDGE ROOF+I FLOOR 20 FT 1.3 MW ON FIRST FLOOR APPLICATION ONLY. RE�f,lIlIR8�1TS FOR BRACED WALL PANELS AT BRACED WALL LINTS. ACTUAL HORIZONTAL DE516N NO LOAD AND CONDITION TOP 50' 11.0' 23.0' ROOF SAVE To RIDGE ROOF+2 FLOOR 15 FT I.I ROOF SAVE TO RIDGE ROOF+2 FLOOR 20 FT NP B NUMBER TOP 60' 13.0' �5' WALL HEIGHT ANY STORY 8 FT O.q CONTINUOUSLY SHEATHED PORTAL PORTAL FRAME WITH HOLD-DOWNS ALTERNATE BRACED WALL PANEL "ABW" SIMPSON STRONG WALL 3/810 ANCHOR BOLT OR , , WALL HEI6HIT ANY STORY 11 FT O.g5 ' 2016023 A HENVE ANCHOR BOTTOM of 2 10 5.0 l05 WALL HEI6HT ANY STOR,, 11 FT 1.05 FRAME "CS-PF" DETAIL - TYPE C D "PFH" DETAIL - TYPED E DETAIL - TYPE E DETAIL - TYPE F o i s WALL HE16W ANY STORY 12 FT 1.1 NOT TO SCALE PER FIGURE R602.10.6.3 a .:a'° BOTTOM OF 2 20' 4.0' 14.0' NOT TO SCALE PER FIGURE #602.10.6.2 NOT TO SCALE PER FIGURE#602.10.6.1 NOT TO SCALE PER ENGINEERED METHOD W , , NUMBER OF BW.PER PLAN DIREGTION AT STORY 3 1.3 BOTTOM OF 2 30 13.0 215 NU.B:R OF BNL PER PLAN DIRECTION AT STORY 4 1.45 SHEET NUMBER M OF 2 40' 11.0' 36.0' HIMB R OF BW-PER PLAN DIRECTION AT STORY 5 OR MORE Ib Z SOTTO GYP BD FINISH OMITT]7 FROM INSIDE FADE OF EW 1.4 (21 BRACED WALL PANEL DETAILS �_ HOEDOWN FETA I E AT SLAB BOTTOM OF 2 50' 21.0' 44.0' APPLIES TO METHOD D FROM ONLY UNITS 109 (MODEL Al ) & 110 (MODEL Al ) Z GYP BD FASTENING ANY STORY 4'0/0 O.'1 D 1 NOT TO SCALE O 2� BOTTOM OF 2 60' 25.0' 525' APPLIES TO METHOD 65 ONLY w N.T5. COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED H z W E (D CONT.2x4 ARAMTYP.EXfBZIGR WALL Q LD V 2•x4z a1fRl66exs I6'OL.- 0 2 FRNAD 5OFP1fk O L a o RIDGES TO ALIGN M� + 2 2 DBffL t101'K ;rDTLb6x6x8 ■ '+ SN, RIDGES TO ALIGN 2 2°xb"�I OrKMb 6Y'rar OR EQLNL c/) RID6E Vf3ff RIDGE YEWb 6 T x8�TIZM s- CLU) M TYPICAL ROOFING: ra,FASGU U C) c� co TYPICAL ROOFIN6: ARGHITEGii1RAL 5HIN6ll5 I/Y PLYWOOD Ofanft ❑ U M ARCHITEGTURAL 5HINSLE5 150 FELT UND82LAYMENT M 150 FELT UtRLAYMENT 1/2'PLYWOOD 5FEATHIN6 6'AZEK TRIM b•AZEK TRIM I/2'PLYWOOD 5FEATHIN6 I"x4 TRIM I 2 A k" All 12 D 12 12 12 DE?TTIL BLOCK tDTL%Xbx8 DENTIL BLOCK�DTLBbxbxB 12 12 BY•FYPON'OR EGIIAL BY'FYPON'OR EGIIAL 12 b.A , , -X12 12-i,y� 6. 6'^��M GABLE END DETAIL 6, 6. 01{, OH. d 12 12 � �---SOH. ON. IN 6'AZEK RAKE BD W i N.T.S. Z AI m m 12 IN 3'AZEK TRIM trrnl ' O F i IN 8'AZEK RAKE BD W/ 6•AZEK TRIM . ,�y"'`''y III s *-+i'`I2 � � IN 3'AZEC TRIM('IYP) 12 N2,OOF BEAK b'BI.ItD FlA5HIN16 it U 12 `"1ROOF BREAK 6'H16H BLIND r b'BLIND RASININI6 FLA5HIN6 NS SEAM 5TANDIN6 SEAM -- -_ — — ST MEiIAL ROOF METAL RCOF _ F A BD. - rs _ _ z III I it III I 1 11-1111 11BEDROOM 02 PL HT O € -e11 UMI 111 14 'arc ALIGN ' b'BUND U BEDROOM 02 F'I HT b RA5HIN64`'�-FASCIAS FRIEZE BD. FA5GIA5 ` FI�5NNN6 � ip-0' I'-0• Of OH. pl{,..�� 11111 11HI O Ln 1'-0. " I LU Real W' OH. OH. OH Qj� C) 111 1 111 1 iti it z ! I � � I I � ?� I® ® J � I I rxe•AZEK � � ❑ '= I'�' 4 i i Ti I i i sl�I m Q E T Bo -v Q I I Q ! ! I I T' i t � -r I I l I 11 ill It 11 II II ILI FIN. 1ST FLOOR Jill ill till IL I FIN. 1ST FIN. IST ILALLLLLU FIN.15T FLOOR FIN. 15 O'-0" OAR LOOK E L1/,0.-0Y 10'5QUARE I�d6 PERMA CAST L{GY O 10"5WARE HB46 PERMA CAST bxb P.T.POST WITH 51MP50N I I ( BG 23/b POST GAP SANGHOR t BG523/6 POST GAP ANCHOR t I I IL COLUMN P t BA VU SQUARE COLUMN P I BA W/OR EGV SIMPSON Mft POST BASE T I I I I I 51MP50N ABI POST BASE I FLAT GAP d BASE(OR EQUAL) I W P'�1 FLAT GAP d BASE TOR EQVAU I I (TYP ALL GOI UN4t15) fIYP-All GOLUMrS) I I I I PRlJVIDED W/SPLIT KIT - CORNER COLUMN TO BE I I I v PROVIDE W/SPLIT KIT I I I I i I I I I I ❑ w O I I i I I i I UNFINBSMTFLC�OR — - - - - - - - - - - - - — - - - - -- - - - - - -`— L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �I- - - - - - - - - - - - - - — - - - - - -- —UNFINLBSMTFLOOR — — — — — — — — — — — — — — — — — — — — —— — —I— — — — — — — — — — —I— — — — — — U FRONT ELEVATION F- FRONT ELEVATION3/I6 = V-0, < 3/16 = P-o z U 110UNIT 109Z UNIT W H LLY MODEL Al (HOLLY)- MOISES 0O MODEL Al ( O TO ALIGN BIOSES TO AL16N N4 Q M o M 4A fR1D6E VERT CV M co cV RIDGE VERT _ N N 1� N 00 12 12 t i35 D 12 t 1 5 BEYOND GfLIGKET BEYOND - t 135 t 135 I AI.I 12 0 0 0 0 0 0 12 12 12 2 12 cn cn cn <n cn to I'0' I'-0' I'-0' 12 W W W W W W OH. 12 12 q{, OH. INSTALL ICE t WATi32 SHIELD ir INSTALL IGE t WATER SHED 12 12 12 r 12 Plat MANIFAG11A2E3L5 PER MANUFACTURERS I 12 SPEGIFIGATiOH<i TO MAINTAIN co SPBUFK.ATION5 TO MAINTAIN D PROgKT VU�RRAHTY PRODl1GT WARRANTY Ix8 FASCIA W. 6'BLIND 8'AZEK APPLY ICE t WATER SHIED IN FAIR N INS FRIEZE W. Fu ASFN1 11 11 Ill 1 11 71 APPLY ICE t HATER SHIED N FAIR 67- WEATHER ARE AT AIR,ROOF DECK AND - WEATHER WNE1 THE AIR,ROOF DECK AND FB�BRAFE ARE AT 78�ERATURCS OF 40'F (5'G)OR WISHER. MEMBRANE ARE AT TDFE RATUII OF 40'F 15'W oR HI6Nt3t — — — — — — — — EiRKFST I'L HT f MST12 BDRh1 MSTR BDRM BRKI95T PL HT — 5T — PL HT PL HT _ W 1'-0' I III it 1 1%111 It I . 011 OH. OH. OH. - - J } _ _ LLJF_XTFi71!)R WAI I O O m EXTEWOR WALL w1 SOFFIT` I'-0' IOH. � L50FFIT 11,711 �I I -HARDI LA K 5HILNSLE SIDING ; �� W w II- -HARDIPLANtlC SHINGLE SIDING I 0 6i "OR Ealill �Hl Oi. OH. rArIEK --IA6�'05B SHIA....- " is I I rsLj Is! � Q I 4 � 2V D�1N1s b'OL. W [�, U 0 -2x6 WOOD 511A5 0 16 OG. )i' 6'R-21 BATTS 4 Q Q © 4 = Z wA ii ii w BEYOND. W Z 11 !! N II II 0 1�1 fA li I ! I ❑ Lu ill 11 11 L I11 11 FIN. IST FLOOR F T l �q IN. IST FIN. Is 2020 W5RC-62421.8("M I +"� FIN. 1ST FLOOR . F_LE/=O'-0" v F1EV= O'-0" VENTING 5Y5Tt:T1 TERMINATION LOCATION: U' THE VetT TERMINAL of M DIRECT VENT'APPLIANCE WITH AN di U g —11 I — 10"5QUARE HBa6 PERMA CAST bxb P.T.P05T WTH 51MP5oN INPUT OF IOp00 BTU P8t HOW(3KNU OR LESS 5HALL BE bxb P.T.P05T WTH 51MP50N 10'5WARE HBa6 PERMA CAST III I III I I I I III i III Ix4 AZ�ITRIM I I I I BG523/6 POST GAP AN1GF10R t BG523/b POST GAP ANGFIOR t I I I I Ix4 AZEKITRIM GOL I1MN 046382 NU SQUARE LOCATED AT LEAST b FNROM ANY AIR OPENING INTO A 51-3/b P 5T CA POST BASE ��046382 W/SGLUARE III I III I III I III SIMPSON ARft POST BASE } _ALL GOT I1 ASE I I FLAT GAP t BASE(OR EQUAL) I I I I 1 II 1 III ( I I I I III I III I I I FLAT GAP a BASE TOR EGVAU I I nYP_qu GOLId NSJ I BUILDING,AND SUCH AN MP R 50,E WITH AN MRIf R SH LL BE ( m GG>FUER COLUMN TO BE III I III III I it I -CORNER COLUMN TO BE PER HOUR OAR PER HOUR z PROVIDED W SPLIT KIT I I I III I SII I I I I III II I I PROVID87 W SPLIT KIT AN AINST�IA�r�� OVER�o�o BTU I��� � a W1ND0W �� I L"- �_—J 1 I I I I I I SHALL HAVE Ar LF�sr A�12 1NGH ve�T T1�hnNAnoN z V i I ��� 1 CLEARANCE THE BOTTOM Of THE VIEW TERMINAL Orn THE AIR w � INTAKE SHALL BE L:OGATI�AT LEAST 12'ABOVE GRADE. Q :. ... .. . .. .. RED . ... . . ....... . I I �� Roti U ��5 eER C — — — — — — — — — I iK � _ — — — 2020 NYSRG-R3I2.2.1 — �o HF - - - - - =—t = _ — B _ __ _ _ - - - - - - - - - - - - - - -- - - - - - � - - - MD{$LIN611NIT5,WTHETOPOFTHESILLOFAN - - - - - - - - - - � �I- - - - - - - - - - - - - - -I- - - - - - - - - - - - - - - - - - - - - - - —I- -- - — — — —— — — — — — — - - — — — — — - - - - - - - - - - - - - - - -I— - - - - - - - - - - � OPERABLE WINDOWOPf31IN615LOCATED LE�i6THAN 24' Q � �2 L_ - - - - ABOVE THE FINISHED FLOOR AND GREATER THAN 72'ABOVE THE FINISHED GRADE OR OTHER SURFACE BMOH ON THE W EXTERIOR OF THE BUILDIIN6,THE OPERABLE WINDOW SHALL REAR ELEVATION GOhiENI WTH ONE of THE FOLLOWING: 'OPBdIN55 THAT HILL WT ALLOW A 4 INCfI DIAMETER SPHERE � 'REARELEVATION TO PASS THROUGH THE OPENM IN ITS LAR6EST OPENED POSITION. ❑ 023810,A' Q 3/11611 = 11-0" 3 6' = I'-0 lT� OPEN cc7rlTRa ALL PREVENTION DPVXa �/I AFl o TNTH ASTM i NTo OF N�vV`t RELEASE THE CONTROL mEVIGE AMM N6 THE WINDOW TO ............................... UNIT 1 10. �YO�SHNIXWHAU T '�'�G`�°�°"S NUMBER UNIT 109ARI �THE WNIDOW ur�ur TO Lf55 THAN 5.1 5Q1ARE�. VT w 2016023 MODEL Al (HOLLY) MODEL Al (HOLLY) Q SHEET NUMBER UET CLUSTER = UNITS (MODEL Al )A 1 ) & 1 10 (MODEL Al ELEVATIONS U) Z0 ) A I W 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED R106E VENT ^ , 'FIRE RETARDANT IZ PLYWOOD 5HEATHIN6 ^ E 2"x8"RID6E BEAM U 8. RIDGES TO AL16N 12 12 0 RIDGES TO ALIGN C 12F 12 4 RIIDer VENT 2"X6"RR O 05 a, ��._ -,• wp6E vENr a 16"OG. I- 4--d � in i I2 (2)2"XIO" N p CD HARDIPLANK 12 _" 12 D 55 HARDIPLAW PT 6IRDER I- N Z HORIZONTAL SIDING 55 F T q GUTTERS E LEADED 4 HORIZONTAL SIDING SECURED TO Z U cB Y �-- ,_ ALL ez ER5 E LEADERS SHALL BE BAKED 12 WALL® L x - rn - YNlrt MMRJ T Aar MIN.GAUGE,wnEF;5 O L j M --w� t b5��r-+ SHALL BE 5'SEAMLESS,Ob.STYLE YU ALL 65 RO6E� — �� U o � RELATED E REXRED AGCE55ME5. LEADERS = r '� ap RIDGE VENT -6IO SHALL BE MIN 258',ART'GAUGE W/CUPS E _ ❑ co ANCHORS. CAULK E SEAL ALLJOINTS. PITCH GUTTERS MRL I/8'iFT.PROVIDE P.VL- - -' U --.�• -- --^�-RIDGE VBlT� RECEPTORS 8'ABOVE&RADE TO REiCEIVE ��a�.... /1/ M LEADERS(CLOSED GAP DE516HU. "M0. OR CD 50 12 2 GLBNESTORY 12 12 =tea-- - BEYOND - WALL BEDROOM#3 12 � =4 �_ ' BEYOND WALL BEYOND - - ROOF 0 COVERED - =L� PORCH BEYOND egLJ O.H. 6'-0" O.H. - - �~ ' ;�_�" ' - t 0 ON. Ix8 FASCIA BD. " 2"Xb' IT BEAMS Z 13R1CF5T BEDROOM 02 : x- �- = PL HT 5TR BR PL HT — 2 OVER G.HI VENTED O VINYL SOFFIT BRD FL,HT ` P-0' 11-0' 1'-b' 1111111 lilt] 11 11111 itOH. OR — '-�� 10"5MARE H54 PERMA — e'A� i GA5T COLUMN#446382 W/ Q (n Fp 1� FRIEZE W. i i = Imo' WAWARE FLAT��P d � O L I I 1 MASTER �' �' I I -- �S COLUMN TO BE J I i AOM 4 � ED SPL T KIT O ' ^ 4IT T I I 1 I WALL BEYOND = = I I 4 LL L 4 6ARME � - I I q v v I J I 0 COLUMN a COL"e 4 /�/� BEYOND a cr COVERED 11 FRONT O l � J Il COVERED PORCH II II BEYOND ZLL Qj� T f I Ililt VVI Ii i PORCH BEYOND BEYOND I I � V IVII III, I IN 11 11 Ill 11 1 1 ill II 1 .. FIN. 1ST FLOOR II _ FIN. IST FLOOR1�0 I I ill 11 1 1 11 1 1 111 11 1 1 1'I­q I IIE INFLOOR FINE15TF BOOR �1i----L l!i E. 15T O'-0' F1 EV= O,-0' Ix4 AZEK TRIM L_ 1x4 AZEK TRIM b I I I I HOUR RATED EXTERIOR I i FIRST FLOOR LINE—� alum 0 COVERED ( I FD1 FRONT PORCH BEYOND 1 9 I I A55E f3EARIMBLY�SEE DETAIL: � 4 4 w MIN.HSMT FLOOR � jiii L/ UHFIFLBSMTFLOOR I I - - - _'— - -- - - - - -- - -- - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - I- - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - -- - - - - - - - - _ - - - - - - - - - -i- - - - - - - - - - - -i- - - - - - - - - - - - - - - - TYPICAL PORGH 5LAB (91-011 ❑ � O 4'P.G.SLAB(MIN.3500151 CONGA LEFT 51 D� ELEVATION (�R��Z�W�Y 51 D�) REINFORCED WITH bxb,IDAO W.W.M. -RI CHT 51 DE ELEVATION 'TAMP a FILL To e%DMITY r , 3/I6 = I'-0 109 1 BREEZEWAY SECTIONUNIT 109 UNIT Al . 1 NTS. z U z MODEL Al (HOLLY) w MODEL Al ( U O M06B TO AL16N RID5E5 TO AL16N 4 RIDGE VENT ry RIDGE VENT HARDIPLANK 12 12 12 12 HORIZONTAL SIDING SS 4 '�'"` �1 55 HARDIPLANK GUTTERS E LEADERS q �-�- -•, I HORIZONTAL SIDING ALL GUTTERS E LEADERS SHALL BE BAKED - WHITE ALLH14H A32'MIN.&MC7E,GUTTERS ', -_ 12 5HALL BE 5'SEAMLESS,06.STYLE W/ALL »--' - t 85 12 RIME VENT__ 4 85 Q N N m N o0 RHATID E RbClUIRID AGGE550RIE5. LEADERS G-- b R1D6E VENT N M eo N SHALL BE MIN.258',02 f'&XI6E W/CLIFS E MIGHOR5. CAULK E 5FAL ALL JOINTS. PITCH -'- " 6URER5 MIN.I/8'/FT.PROVIDE P.V.G. - RIDGE VENT--��+ �-' -- REGEPTORS 8'ABOVE GRADE TO RECEIVE �LNZTT LEADERS(GLARED CAP DESIGN). — — — x 12 ` 12 12 GLUT 12 12 BEYOND - -- -y--� �-- -�- -, BEDROOM 03 �� ;� ",. 1,,0• 12 '' .` ROOF 0 COV62ED !n _ &/BLE _- WALL BEYOND PORCH BEYOND : Ixb FASCIA W. 12 EIR BRKFST PL HT BEDROOM 02 PL HT 12 12 — —PL HT 6ARA6E PL HT OH. OH. b"AZEK FRIEZE 1OH. OH. II © 5 i� ill lilt Ill � Ill MASTER BEDROOM I i i 4 Z Cn 4 W 4 WALL BEYOND 4 I I � � , ` ' ,2� - COL" `�` - L :�_�. ,l.i_ ,�.-_�.-a. i- WALL.0 4 I I 1I I a 4 Q I I .�l y _1 BEYOND COVERED -L. I I COVERED CSO COLUMN 0 COVERED ' ' I I FRONT PORCH 1, BEYOND O � m PORCH BEYOND 11 I I BEYONDPORCH II J O I I Y I I 11111 11 �. ;- irl_i FIN. IST FLOOR FIN.IST FLOOR �;-1__. 111 IN. 5T FLOO W ~, w w FIN. 15T FLOOR ELEV= O'-0" F_LEV= O'-0" Q U Q F1EY' O'-0" — — — — — — rt I Ix4 AZW TRIM I I I I I _ _ J Ix4 AZA TRIM I I l - I (D w FRONT0 COVERED I I I I HOUR RATED EXTERIOR I ( I b 0 w z BEARING WALL L I I ( FDI < 1 I A55EMBLY- 5EE DETAIL: e I I I ❑ F--� w 4 4 I AU I I I I 2020 NY5RG-62427,8(503.8) W VENTING 5Y5TEM TEWMINATION LOCATION: N THE VENT TERMINAL OF A DIRECT VENT APPLIANCE PITH AN Li; WRIT OF 10,000 BTU PER HIOUR OKW)OR LE55 SHALL 13E LOCAI UNFIN.B5MT FLOOR UNFIK 85Mf FLOOR I _ _ _ _ _ _ _ _ _ _ _ _ _ _ BUILDIN�6,AND 5AT�IK,HT M APPLIANCE E WITH�II�OOVER IOp00 � — — — — — — — -— — — — — - _�_ I L— — 1I— — — — — — BTU PER HOUR BUT NOT OVER 50OW BTU PER HOUR SHALL BE Z - - - - - - L - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - —I- - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1- INSTAL.LEDWTHA9INCH VENT79NNATIOKCLEARANCE,AND ? � � — — — — — —�— — — — — — — — — — — — — — — — — — — — — — — — — — ——— — — — — — — AN APPLIANCE PITH AR!MPUT OVER 50,000 BTU PER HOUR Z U SHALL HAVE AT LEAST A 12 RIGH VENT TEF44HATION Ur CLEARANCE.THE BOTTOM(OF THE VENT TERMINAL AND THE AIR INTAKE SHALL BE LOCATTM AT LEAST 12'ABOVE 6RADE U) ....... ........ ....... W D Roti G C ELEVATION RICHT 510E ELEVATION (BREEZEWAY 510E) `� OBER �y LT J I DL LL 2020 NYSRG-R3122..I F F` 3/16, = I-0WINDIN DWELLIWOW O�PENIN S 15TLLOOC.AATED LE%�24' 1- LEFT 5 6 = 11-0 ABOVE THE FINISHED FLOQR AND 6REATER THAN 12'ABOVE 2 THE FIw51�2 GRADE OR COINER SUBAGE BELOW ON THE W EXTERIOR OF THE BUILDINS,THE OPERABLE PIwDow SHALL 7 UNIT 110 UNIT 110 �Y% ONE LPC NORNs, 0 OPENINGS THAT PILL NOIf ALLOW A 4 INCH DIAMETER SPI�E U N + k. TO PAA55THIROU6H THE OPENING M 1T5 LARGEST OPENEDPOSITI "FALL PREVENTION DEVICa THAT COMPLY WITH ASTM F 2090 ❑ of N MODEL Al (HOLLY) MODEL A l (HOLLY) ( WIN>�N�N1G�LTR�- I�,, AT> TO RELEASE THE CONTROL DEVICE ALLOWIN6 THE WINDOW TO .. ..........•.....•..•... .............. HLLY OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING JOB NUMBER AREA OF THE WINDOW UwT TO LESS THAN 51 SGEIARE FST. .. 2016023 109 � DUET CLUSTERSHEET NUMBER UNITS Al )) I 10 (MODEL Al ) ELEVATIONS Z0 'LAI I W 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED Z C , W ^ E U N A G G A 0 AI b AI-6 AI-6 AI-b V Z 52'2. 16'-0" 52-2. 0 4--du) 0 v --,+ _ DIRECT VENT HEATING EQUP. _ U 'c 04 APPLIANCE NCE C FARAWZ APPLIANCES ��.{�• 15'-6" 9'-b" 14'-8" I 14'-8' 9'-6' N >: 15'-6' 12'-6' SHALL 13E INSTALLED NTH THE Alj DIRECT VENT HEATING EQUIP. iE U) a) z - E5 FROM%PROTECTED APPLIANCE CLEARANCE CE AOR IATCy Z V 0-j � � COM367113LE MATERIALS A5 INDICATED ON THE APPLIANCE LABEL. SHALL EWE INSTALLED WITH THE s' x � M AND IN THE MANIFACTURERS �FROM RIALS AS ED o c Q W cu M INSTALLATION INSTRUCTIONS. COMBUSTIBLE MATERIALS AS U = � KA 0 REAR GREEK I-0' b LAND N THE MANUFAC RER5 NDICATED ON THE APPLIANCE LAE ❑ U M WALL 0 LINT 109 -2" IN5TALLATION INSTRIXTION5. �/ M ,2. 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P55EMBLY-SEE DETAIL: ' r FIRE SIDE OJ m W w UNIT 110 UNIT 109 HORIZONTAL scT1QN o o Z O U o AlMODEL Al (HOLLY) `�MODEL `� I.WOOD 51165-NOM 2 BY 4 IN.SPACED Ib IN.Or,WITH TWO 2 BY 4 IN.TOP AND ONE 2 BY 41N.BOTTOM PLATES.STUDS LLI LATERALLY-BRA0V BY WOOD STRUCTURAL PANE.SFEATHIN6 QTEM 5).ImM MINERAL AND FIBER BOARDS'QTE�I 5PJ ARE CONSIDERED A5 ERAGI%FOR THE STUDS,THE LOAD 15 RESTRICTED TO_116%OF ALLOWABLE d1 &LOAD.WALLS EFFECTIVELY FIRE FIRST FLOOR PLAN FIRST FLOOR PLAN STOPI'FSHWAWOD AT TOP -ANTTOMOFWALL. ° 2 91'P5UM BOARDS-ANY CLASSIFIED 5/8 IN.THICK,4 FT WIDE,APPLIED VERTICALLY AND NAAJ3)TO STUDS AND BEARING PLATES T IN.OG WITH 60 GEhBtr-COATED NAILS,1-1/6 UL LOW WITH V4 IN.DIAM READ. 5 JON'I5 AND NN.NEADS-WT SFI W-WALlEOARD JOINTS COVERED WITH TAPE AND JOINT COMPOUND.NAIL DADS COVERED = 3/16"=1'-0" LIVING AREA= I,6l0 50. ET. 3/1G"=1' o" LIVING AREA= 1,670 50. ET. Ntl ATTST D CD FT. 4.BATT5 AND BLANCEI5•-MINEi2AL FIBER OR GLASS FIBER IN511LA1RON,33/8 IN.THICK,PRE5511RE FIT TO FILL WALL CAVITIES F- �� � 6 ARA6E AREA= 486 50. I T. eE�STUDS AND PLATES.MINERAL_FIBER INSULATION TO BE UNFAGED AND TO HAVE A MIN M61TY OF 3 PGF.6LAS5 FIBER I- >- 6ARA6E AREA= 486 50. ET. INSULATION TO BE FACED WITH AL LHINI M FOIL OR KRAFT PAPER AND TO HAVE A MIN DENSITY'OF 0.9 PCF(MIN R-13 TI4 I.K U m COVERED PORCH AREA- 364 50. FT. GOVERED PORGH AREA= 364 50. ET. MSIIL.ATION RAT1N6). z z w 5.WOOD SMIC111RAL PANT 5111EATHING-MM 1116 IN.THICK,4 FT WIDE WOOD STRIXnIRAL PANELS,MIN 6RADE Tea OR'5HEATHIN6'. Q INL5TALIED WITH LANG DIhEWON OF SHEET(5TRBN6TH AXIS)OR FACE 6RAIN OF PLYWOOD PARALLEL.WITH OR PERPENDW.AR TO Z STUDS.VERTICAL JOINTS CENTER®ON 5TUD5.HORIZONTAL JOINPS BACKED WITH NOM 2 BY 4 IN.WOOD MOCKIN6.ATTACHED TO U 0 U) STUDS ON EXTERIOR SIDE OF WALL WITH 60 CEhENT COATED BOX NAILS SPACED b IN.OG AT PERIMETER OF PANELS AND 12 AL CC EO MTERM STUDS" EO ............. ........... ........I................... b.EX SWR FAGR165-INSTALLED IN ACCORDANCE WITH TIE MAR FAGTLIRERS INSTALLATION INST IMTION5.ONE OF THE FOLLOHN6 W EMBRIOR FALINIes IS To BE APPLIED OVER THE 5FEATHIN6e -OGRE ARC G.WOOD 5TRUGIUR L PANS OR LAP SIDING-APA RATED SIDING,EXTERIOR,PLYWOOD,05B OR COMPOSITE PANELS NTH VEER C) 00 X00 T FACES AND STRUCTURAL_WOOD CORE,PER P5 I OR APA STANDARD PRP-108,INGL.IDN6 TEXTNRED,ROUGH 5AI"N,MEDIUM DENSITY Q �� �3` ��Z �„� 2020 NY5RC-R3122.1 OVERLAY CROONED AND LAP SIDiN6. * s°� IN DI"E.L1N6 UNITS,MIRE THE TOP OF THE 51LL OF AN OPERABLE HNDOW OPENING 15 NOTE: WOOD SPEGIFIED IN UL RATED DESIGNS ARE MINIMUM 512E5.LAR6M DIMEN51ONAL W LOCATED LE%THAN 24'ABU/E THE FINISHED MOOR AND GREATER THAN 12'ABOVE THE FINISHED 6RADE OR OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING,THE OPERABLE WINDOW SHALL G01.1PI_Y NTH ONE of THE FaJ..OW1N6: STUDS CAN BE 5U65TiTUTED. •OPENIN66 THAT KILL NOT ALLOW A 4 INCH DIAMETER SPHERE TO PA56 THROUGH THE NOTE: UL#356 15 IN GOMPLIANGE WITH FRE -ANSIAL 63 A5 PLR'R302 02381° Q� MULTIPLE LVL GIRDER GONNEGTIONS: oPatN6 IN 175 LARGEST OPENED POSITRON •FALL PREVENTION DEVICES THAT COMPLY NTN A57M F 2040 ,^' FOR ALL MULTIPLE LVL GIRDERS, LAG BOLT (THE HNDoW oPBNINs CoNTRoL DEVICE AFTER OPERATION To RELEASE THE CONTROL. ° „ „ n DEVICE ALLONNS THE NNDOW TO HAZY OPEN,5HALL NOT REDIIC.E THE NET CLEAR ONE HOUR RATED EXTERIOR TOGETHER W/ 1/2 BOLTS ® 2-0O.G.,2 MIN, 1 OPEJINI6 AREA OF THE NNDOW UNIT TO LESS THAN 5.1 SOME-FEET. FROM TOP 4 BOTTOM, 4 MIN. 4" FROM END5 WALL RESISTIVE ASSEMBLY JOB NUMBER NTS. A- 3 2016023 2020 NY5ECCG SECTION R 403.3: 2020 NY5RC-6242'1.8(503b) W 6ENERAL CONTRAGTOR5 AND SUBC4NTRAGTOR5 TO VENTING 5Y5TEM TERMINATION LOCA n(%: NOTE: E F -�{A,U5T FAN; -SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE INSULATED TO A MIN.R-8 2020 NY5E000 SECTION R 402412: SHEET NUMBER NO "5"; 5o CFM INTUNITTERr OR REVIEW THESE GT AND GTTON DOCUMENTS UPON RECEIPT ,�MT5 OUTSIDE THE THERMAL ENVELOP 5HOULD BE:MIN.R-6. AN APPROVED HEiR5 RATER TO T � A DIRECT VENT APPLIANCE WITH AN INV UNITS 109 (MODEL Al ) & DUET CLUSTER Q NOTE�y": PROVIDE SPRAY NOTE: 1�= HOLD DOWN FROM ARCHITECT AND REPORT ANY AND ALL OF bp00 BN PER HOUR(3KMU OR LESS 5HN_L BE LOGA713)AT LEAST = ' ALL WINDOWS SHALL BE STAIR MANUFACTURER TO DE516N 5TAIR5 TO ® 20GFM GONTiNlolls -SEALIN615 MANDATORY FOR DXT5,AIR HANDLERS,AVD FILTER BOXES. PERFORM AIR INFILTRATION,DUCT b'FROM ANY AIR OPENIN6 INTO A BUILDING,AND SUCH AN APPLIANGE NTH � ALL DRYERS TO BE CODE FOAM E C E:I TION IN IMMEDIvI5cRATELY T A GLUDING ANY GORR 10NAL CONFLICTS, _JOINTS SEAMS AND GON1 EGTIONS SHALL COMPLY WITH SECTION M-1601.4 LEAKAGE AND PROVIDE A W SAFETY HO S �IINSTA m NT Hq��OVER 50��PER I10 (MODEL A 1 FIRST FLOOR PLAN z TO OUTSIDE AIR PER GODS GARAGE GE ILIN6® MEET ALL APPLICABLE CODES AND TO IMMEDIATELY TO ARCHITECT FOR CORRECTIVE ' HOUR SHALL BE IMSTAl1J37 NTH A 9 INCH VENT THtMINAT"ION CLEARANCE, •ALL WASHIER To BE ANDERSEN 200 SERIES OF THE 2015 IRC. TESTING AND PROVIDE A WRITTEN REPOT ANY DISGREPANGIES AND CONFLICTS coz PROVIDED NTN DRAIN PAINS LOCATION OF ® CARBON MONoxIVE NEA5URE5 PRIOR TO GONSTRUGTION.DO NOT SCALE AND AN APMIANIGE NTH AN INPUT avL32 50,000 BTU PER HOUR SHALL HAVE TO THE ARCHITECT PRIOR TO 5TAIR FABRICATION. O'TEMPI3Z)37 DETECTOR DRAWINGS.DIMEN51ON5 SHALL BE CALCULATED AND -DUCTS SHALL BE PRESSURED TESTED TO DETERMINE AR LEAKAGE BY REPORT OF THE RESULTS AT LEAST A 12 MGH VENT TERMINATION CLEARANCE.THE BOTTOM OF THE W BEDROOM ABOVE �'°`ZI NEVER 5GALED UNLE55 OTHERWISE NOTED. ROU6H-IN TE5T AND A WRITTEN REPORT OF THE RESUL 5 SHALL BE 516NED VENT TERMINAL AND THE AIR INTAKE SHALL BE LOCATED AT LEAST 12' dip SMOKE DET>-LToR BY THE PARTY CONDUCTING THE TEST AND PROVIDED TO THE GORE OFFICIAL ABOVE 6RADE. p COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED r� Z W E U N O A w G G A 4--d ' V 0- Al-b Al-b Al-b Al-b Z . z O 5Z-2" I— ■I_d 05 ■pmmmq -►-+ Qom rn Ncn y Z ' II'-10' L2'--2' 12 2' II'-10" 28'2" 28'2 s ci Lo O ` x a c) U Q 5'-II" 5'-II' N U M � II'-0'PL.HT. m 0 © OUR RATED EXTERIOR — — — — — — — — — — — — — I H II'-0'PL.Hf.7 $FARING WALL ASSEMBLY-5EE DETAIL: e I II'-0'PL HT. ° Z ° 1-- I I � D W-0'PL.HT. I I �+ W o II'-0'PLHL I :o 02W o o - - I 385 pF{ AI.I — — — — — q'-0'PL Hf. III (II O Ln H III III a _ _ I 2xb w 0 Ib' 1 O 1. � J _ F z — — c2Y1'Xb' I II I 4 - - � == == - - =JJ Qj� C) b' I II 1 4' 21-0. III �I IIII q'-0'M-HT. — — — — — — — � w e Ib'O.G. ' I I BEDROOM#3 L 4° 4 5 4"moI 4 0j KIQ 4 I II II IIL(-III�-III IiII >� I I-1BEDRooM #3 I I OH. I I I ® ti �,� 0 I I I I I I I ~ II I I � I 11I� I 0 I II-I-II I I 4' 5'-4• 4" 5'-4' 6' r b' I I I I I ry 4 Cl 4 �I_ -I I � 1L1 (3)2XIO ax�L r7' m � II u' l a 3 36'Hl6H GL Q N v i I I i �_ _ _ _ -�� ry W® — — — — RAILINBr ILW - J if I 1J b" 12'-10" h' I-- - I- 3b'HI6HI o — — — — — I II I II'-0'PL.Hr. I �� // a-0.0 ON 14R o —_ — _ ` �— — — r I > RAIUNs � I � 3 I I _ b I 12'-l0 1 -r�� r r - ' b' LL -1 I I L__ _ _ J � I I I ® q'-O' uNs _ A \ e 11 DN 14R a'o•GEIT I N'-0'M-HT. I —11 I E SAT ,yds , 11 I 1 ~ F-� LOFT �9 6- fD— 8'-10 — — 4N 3'-8" / \ WG leU) UPPER GREAT — — —�___ I I- - - - - J III II L — a'-0'GauN6 — — — I I L _ _ ROOM I I w Sl� ATH ®� -1 �- - INT BR6 PRTN I L — — — I �I— \ ~ UPPER GREAT — — — — I — I ( U - - - ROOM Lnv ` / I 1 I 4', 114" I o - I I i i a'4" 2 b' I Ir o' - - b� 4�' II'-0'PL.Hr. a ✓� II NTeR6PRTN/ - ��- - - - - - - -- - - I II III I II ROOF BFZW® II I I I CLERESTORY WALL I L 5 Y 14'LVL 61RDER PL.HT. I 4-1 , 4'6' b" 11'0' ( 2 4' q'-4- III-01 I 3040 DH B I RDC�I BREAK® B I I III I I I I I I a n'-lo' Hr AIS I GLEi2[=STORY WALL AI b 5Yk 1�4'LVL CIMXR I NUC L15IROOF BREAK a J I GIERESTORY WALL I — — — — — — —— — ® I 1 I III I(I I� �F I I I I I L_ J �-— 1-- - -JJ Q N N 16 N 00 � � N M 00 CV ROOF BREAKI4 1 e 0)3040 OH I I I I q',O'PL.HT. I I _ — _ — — — — — — — — -T T- l3 GLERE5TORYIrL I AI-6 0 M-40"1412 HT JI- .Ji II II it II - --III II �1 II - - - - - - - - - - - I q'-O'FL.HT. I II - - - - - - - - - - - - - I II I l I I = CJJ Z Z Z Z Z Z I I I LL.� C S o 55 o 0 0 0 IW -Z� CJS Lo a 0 Lu F� I � U AI.I 17-4" 12'-0' 12'-.2' 12'-8" 12'-8' 12'-2- 12'-0" IT-4" m W O w W l� w w 54'-,2' 54'2' Z a U O A G G A U) 4 Al-b AI-6 Al-b A-b W u 0 Q v U O = NIT 110 UNIT 109 J w z Lijm MODEL AlZ "' 3: -j MODEL Al (HOLLY) 0 P U :.. .... ................. SECOND FLOOR PLAN SECOND FLOOR PLAN W R�°aR o �E C 3/16"=1'-0" _ 3/16"=1' o" LIVING AREA= 32a 50. ET. I= �`� ��� �„ LIVING AREA- 32� 50. ET. U �\�ecg� cyF ATF � 2< W TOTAL LIVING AREA TOTAL LIVIN G ARE 1,999 SQ. FT. 11999 SQ. FT. ,� 02381 SEE ROOF PLAN FOR ALLRUG STMRAL FRAMINI6 INFORMATION 4F NE ©_ I HOUR RATED EXTERIOR BEARIN6 WALL ASSEMBLY-5EE DETAIL_ 2020 W(51RC,R3122.1 eJOB NUMBER w2016023 N NOTE: PHILIN5 UNITS,WI32E THE TOP OF TIE SILL OF AN OPERABLE PIRXH OPH"15 LAGAlW LESS THAN ENGINEERED J015T EF =EXHAUST FAH, 6ENERAL GONTRAGTOR5 AND 5U8GONTRAGTORS TO ONE CARBON MONOXIDE ALARM IN NEW 24'ABOVE THE FINISHED FLOOR AND 6REATEP THAN 12'ABOVE THE FINISH®GRADE OR OTHER SURFACE �T Q SHEET NUMBER SHALL NOT BE GUT, HD= HOLD DOWN 50 CFM INTERMITTENT OR REVIEW THE5E CONSTRUCTION DOGUMENT5 UPON RECEIPT «�AM TWO-FAMILY MI N65, �.O,,ON„E�IOR OF THE BUILDING,THE OP�BL.E WINDOW SHALL COMPLY WITH ONE OF THE UNITS 109 ( Al ) & DUET CLUSTER = NOTE: NATE "5": MULTIPLELVL CARDER GONNEGTION5: ® 20 GFM CO MNUOUS FROM ARGHITEGT AND REPORT ANY AND ALL T AND 75(COD OSUNITSI IN Fai.OKIN6- a- NOTGHED AND HOLES TAIR MANUFACTURER TO DE516N 5TAIR5 TO FOR ALL MULTIPLE LVL 61IRDER5 LA6 BOLT sRouP R-2 euLDn (camps t Z DISGREPANGIES INCLUDING ANY DIMENSIONAL CONFLICTS L R5E5 O THAT V�ULL NOT ALLOW A 4 NGf DIANEIER SPHERE TO PA55,HRROIl6H THE OPENING IN ITS 110 (MODEL A l ) SECOND FLOOR PLAN ALL WINDOWS SHALL BE � , „' „ ' co-oPs)AND LNirS OFFERED FOR SALE �T oPEt�Po51T10fL BORED UNLE55 ALL APPLICABLE GODE5 AND TO TOGETHER W/1/2 BOLT5 0 2'-0" O.G.,2 MIN, Got IMMEDIATLEY TO ARCHITECT FOR CORRECTIVE IN THE IMIAVIATE VICINITY OF ANDER5EN 200 5ERIE5 ® CARBON MONOXIDE FALL PREVENTION DEVICES THAT COMELY WITH ASTM F 2090 5PE6IFIf D BY THE REPORT ANY D15GREPENGIE5 AND GONFLIM p=TEMPERED FROM TOP 4 BOTTOM, 4 MIN. 4" FROM EN05 DETECTOR MEA%IRE5 AOR TO GONSTRUGTION.DO NOT 56ALE esmoom,ON THE La-EST FLOOR ;r rI OPENING CONTROL DEVICE AFM OlTRATION TO RELEASE THE CONTROL DEVICE ALLOWING cn MANUFACTURER PER TO THE ARGHITEGT PRIOR TO STAIR FABRIGATION. 6WIN6 DRAWIN65.0IMEN510N5 SHALL BE GALUIL.ATED AND LEVEL CONTADINB BED10". THE WIHDOH TO RLLY OPEN,SHALL NOT REDUCE THE NET CLEAR OPENIN6 AREA OF THE WINDOW UNIT TO W A4 GORE �D SMOKE DETECTOR NEVER 5GAL.ED UNLESS OTHERWISE NOTED. LE55 THAN 5.1 SQUARE FEET. COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED H z C , W P�1 E ai or�1 C z ^V s W `- Q �J 0 � U _ t CNS rn �N} z V N 7 N Q(n M C, A G A OU a AI b AI-6 AI-6 AI-6 E] (' o r- y 00 171) 19'-b'HIP WIDTH Ib'-2'FA5GIA WIDTH Ib'-2'FA5GIA WIDTH W-b.HIP WIDTH a II'-0'PL.HT. -� -- - - - - - - - - - I II'-0'PL.HT. L r ,Q L JI AL16N FAGIAS z Q � o C` I 0 o I �, - �. I I 1= R ) � -- - - - - - - - - - - - �r BEARING WALL AI-5 II'-0'PL.HT. L J L J EM Y- EE I ALIGN FACIA5 F '� I II'-0'PL.HT. 9'-0'PL.HT. I-f I i - _ -1 O r II'-O'PL HT. AIS Q 1 +�� I �, II'-0'PL HT. 0 LL Ln '...... E- F P12 712 0 z 4� N >:»�'��>:2�t':. ®Ib OG. 2xlo RR® <.;:: >» �. O : . II - III ❑ II-0 HT. `P N PL r _ .......... N r A NrNINNINNINNI Iz - - _— - - - — h 12 - - � o •.ii 12 I :i .� ::.-:::...:::::.::::... v F Q L a . O e OH. 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CAULK r# SEAL ALL MAINTAIN PRODUCT WARRANTY 1 l 0 (MODEL A 1 ROOF PLAN `� A 5HIGH CEILING OI.ST CONNECTION JOINTS. PITCH 6urrERs MIN. I/8"/FT.=RovIDE P.V.G.RECEPTORS ) J `�NTs. A- 5 8'Mo\/E GRADE TO RECEIVE LEADERS(GL05ED GAP DESIGN). w 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED