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Home My WebLink About46876-Z �o�OgOFFaI p Town of Southold 3/4/2023 P.O.Box 1179 o • 53095 Main Rd yjj oo�Q Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43881 Date: 3/4/2023 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 42 Harvest Pointe Ln Unit 98, Cutchogue SCTM#: 473889 Sec/Block/Lot: 102.1-2-42 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/15/2021 pursuant to which Building Permit No. 46876 dated 9/24/2021 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 attachedag_rage�pplied for. Unit 98 The certificate is issued to Rimor Development LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0152 9/7/2022 ELECTRICAL CERTIFICATE NO. 46876 2/16/2023 PLUMBERS CERTIFICATION DATED 2/6/2023 All Sihfolumb(nVontracthInc Aut ri ed S' ature oSUF i,t�oGy TOWN OF SOUTHOLD BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE "� • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 46876 Date: 9/24/2021 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 Planning & SCHD approvals. (A-1 model) At premises located at: 42 Harvest Pointe Ln Unit 98, Cutchogue SCTM #473889 Sec/Block/Lot# 102.1-2-42 Pursuant to application dated 9/15/2021 and approved by the Building Inspector. To expire on 3/2612023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,133.20 CO-NEW DWELLING $50.00 Total: $2,183.20 Building In or pF SO(/T�QI 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.devlin()_town.southold.ny.us Southold,NY 11971-0959 Q�y�OUNTV,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Rimor Development LLC Address: 42 Harvest Pointe Ln # 98 city:Cutchogue st: NY zip: 11935 Building Permit#: 46876 Section: 102.1 Block: 2 Lot: 42 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: 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 Surrey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 64 Ceiling Fixtures 19 Bath Exhaust Fan 3 Service 3 ph Hot Water Gas GFCI Recpt 5 Wall Fixtures 4 Smoke Detectors 3 Main Panel 150A A/C Condenser 1 Single Recpt Recessed Fixtures 36 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Gas Ceiling Fan Combo Smoke/CO 3 Transfer Switch UC Lights 12' Dryer RecptG2S Emergency Strobe Heat Detectors 1 Disconnect Switches 35 4'LED Exit Fixtures Sump Pump Other Equipment: Fridge, Oven, DW, Hood / Micro, W/D, 150A Panel 30 Circuit/25 Used Notes: Two Story w/ Unfinished Basement Inspector Signature: Date: February 16, 2023 S. Devlin-Cert Electrical Compliance Form 19sol Town Hall Annex d� C� Telephone, 631 765-1802 54375 Main Road Pax(631)765-9502 P.O.Box 1179 G Southold,NY 11971-0959 'rQ BUILDING DEPARTMENT TOWN OF SO'UTHOLD CERTIFICATION -�- Building Permit No.�( i U'L `' #�8� Owner: VL'� UW , L L C (Please print Plumber: A L Su-4o K e (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this day of Notary Public, County N022'-Y 1=uNic,S to to Of New x" F:Eel.No.01F[63683Ei 01L?iT-- c;;h SLrirrOlk County Cornn,cs�n Exp«„��—�L�a-S SOUTyO - # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: r DATE INSPECTOR I a0F 50U1y V — �G # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm,��' 631-765-1802 INSPECTN ] OUNDATION 1ST [ H 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 [ ] RENTA REMARKS: fwKt zt 4/t-\ P 1 4 V( 4 n t Yl0 � DATE 0 110 v?/ INSPECTOR oF souiyO Un✓[�` � # TOWN OF SOUTHOLD BUILDING DEPT. couto, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] OUGH PLBG. [ ] FOUNDATION 2ND [ INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: V DA/ L fA MIA ob DATE ll 3 'Y?/ INSPECTOR �o�a0f50UTy0lo ��w Z"ON 176 * # TOWN OF SOUTHOLD BUILDING DEPT. �ycou631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE G INSPECTOR o��OF 50UT9p TOWN OF SOUTHOLD BUILDING DEPT. `ycourme�` 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] 94SULATIOWCAULKING [ ] 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: 6'vl (L000,0'.04, DATE L INSPECTOR - -- s'z •� s k� Y qalu w R. *a� it"r Ak 16 s 4t 41, � �i rte _. ��'�!•.�..Y9 ,y►. .°i ., rti' =�.:.�c.• 4 r , Nay 7i 1 t . r. y� s- _ ,► �' �!!tib..,s; � !! Ilk Ali- Al- , 40 Jim �. f 1 1� r `4 r I � •.��5�� t,,a. moi, �� \ v `s ,v >r4 Y •-' S fir! T :. �S Y '. K 1f :� r � ._ _��.'.,a�qtr��'�� '7,� �•-� �� ,.,� "it" �� +;• ,$sib,.. .y,.:-3 .w ..� <� � � .��-�. ;"..I. _ MGM a U/Ftf 94? P1,00 IG mop, N!N■ ... 1, 46 • /V �._ � �,y5 ,N:�t-~ •� � .� � 't'� Yom(~ 0 } } Y Vv �" �`� � - �•.,. V { .y i/ r - +AO, [� i ew � •� s ^�� w�� a* f'f! y * .. Y ,fir w,"'! �-' .�'. j• �y `' ...�. +,r ice. n AiO 9 i - � sem•.:--� . R.• a _ rwk tkhx� Colt IL 14 e ` s■ r a i 3 { -' T •s tv.� !�l Ab. L l r A I P� - _ � ..�� s.•� ��: � '� 1. ...�,�7` 0 �'�r. . y _ ,. ��-,,.� .(. ✓ tis.`.fY,� � - ^x. �.��p,�Y�� .�,�•' #��,,��' �� y��'k µ u � a t 114 . F r 3� � 3 at z 701 F~ 1 t - n s t • Home Energy Rating Certificate Property HERS Holly Al - Unit 98 Rating Type: Confirmed Certified Energy Rater: Michael Fauci Harvest Pointe Rating Date: 2023-02-23 Rating Number: MC193 42 Harvest Pointe Ln Registry ID: 236331028 Cutchogue, NY 11935 Estimated Annual Energy Cost HERS Index: 58 Efficient Home Comparison: 42% Better Percent Heating 60.6 $114Use MMBtu Cost Cost 8% General Information Cooling 1.5 $82 6% Conditioned Area 3757 sq. ft. House Type Single-family detached Hot Water 12.4 $13 1% Conditioned Volume 42016 cubic ft. Foundation Conditioned basement Lights/Appliances 24.2 $1159 78% Bedrooms 3 Photovoltaics 0.0 $0 0% Service Charges $120 8% Mechanical Systems Features Total 98.7 $1489 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 90.00 CFM25 2015 IECC UA Compliance Ventilation System Exhaust Only: 154 cfm, 30.0 watts. 2018 IECC UA Compliance Programmable Thermostat Heat=Yes; Cool=Yes 2018 IECC Performance Path 2018 IECC ERI 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 a oo NA Vaulted Ceiling NA Window Type U slue: 0.290, SHGC: 0.280 Above Grade Walls R-21.0 Infiltration Rate 197 CFM50 (2.81 CH50) Foundation Walls R-13.0 Method Blow d r 1971 CFM x 60 Min/Hr/42016 F 2.81 ACH @ 50 Pa Energy Testing Services Lights and Appliance Features 1648 Locust Ave Suite E Interior Fluor Lighting (%) 0.0 Range/Oven Fuel ural gas Bohemia, NY 11716 Interior LED Lighting (%) 100.0 Clothes Dryer Fuel Natural gas 631-244-2627 Refrigerator(kWh/yr) 568 Clothes D EF 3.49 Dishwasher(kWh/yr) 270 Ceiling Fan (cfm/Watt) 0.00 �/l�CI �CLl.GC.G Certified Energy Rater: REM/Rate-Residential Energy Analysis and Rating Software v16.3.4 This information does not constitute any warranty of energy costs or savings. ©1985-2022 NORESCO, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. Energy Testing Services 2023 Combustion Safety Testing Form Certified Home Address: 42 Harvest Pointe Lane City: Cutchogue Builder Name: Harvest Pointe Builder Tracking# Combustion Appliance Zone(CAZ)# of Location of this CAZ: Basement (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 2023-02-23 Outdoors Temp During Test: 45 OF CAZ Depressurization (NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: NIA pa. CAZ Ambient CO: N/A PPM Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes❑ No❑✓ Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: Heating System Primary: Yes❑✓ No❑ Tvue: Furnace 0 Boiler❑Heat Pump Q Other❑ Efficiency r Fuel Tvpe z Venting t Type a Draft Spillage Sin llaQe CO CO Circle Type) Pascal (Worst Case (Natural) (Worst Case) Watural Rating:95.0 N❑✓ P❑O❑E❑ N❑�❑Mp S_E NSA Pa. Pass❑✓ Fail❑_ Pass❑✓_Fail❑ NSA PPM NIA PPM Water Heater Primary: Yes ❑✓ Type: Standard Tank ✓❑Indirect 0 Tankless ❑ Size: 75.0 Style Common Vent❑ No F1 Instantaneous❑Commercial (See Note 5below) (Gallons) 4 Stand Alone ✓❑ s z Venting Type 3 Drat Sip llaee Spillane(Naarral) CO CO Efficiency Fuel Type (Circle Type) (Pascal) (Worse Case) (Worse Case) (Naurral) EF: 0.69 N_❑✓ P❑O❑E❑ N❑M❑✓ S❑ N/A Pa. Pass❑✓ Fail❑ Pass✓❑Fail❑ N; PPM N/A PPM Oven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes❑✓ No❑ Oven CO N/A PPM Ambient CO(During Oven CO Testing) N/A PPM 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 s 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. a Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) s 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: ?/k' _Wi CzZ4 d Date: 2023-02-27 NY-ECCC 2020 Certificate 42 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 1971 CFM50 Duct R-8.0 Total Duct Leakage 90.00 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. i DHW: Conventional, Natural gas, 0.69 EF, 75.0 Gal. HERS Index: 58 Builder or Design Professional Signature J REM/Rate - Residential Energy Analysis and Rating Software v16.3.4 i Manual S Compliance Report Job: M wrightsoftm � p Date: Jan 20th,2023 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Project • • For: Unit 98-42 Harvest Pointe Lane, Cutchogue, NY 11935 Cooling Equipment Design Conditions Outdoor design DB: 83.0°F Sensible gain: 17582 Btuh Entering coil DB: 76.0°F Outdoor design WB: 71.0°F Latent gain: 3500 Btuh Entering coil WB: 63.5°F Indoor design DB: 75.0°F Total gain: 21082 Btuh Indoor RH: 50% Estimated airflow: 800 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Generic Model: SEER 16.0 Actual airflow: 800 cfm Sensible capacity: 16800 Btuh 96% of load Latent capacity: 7200 Btuh 206% of load Total capacity: 24000 Btuh 114% of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 10.0°F Heat loss: 46217 Btuh Entering coil DB: 63.1°F Indoor design DB: 68.07 Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas furnace Manufacturer: Generic Model: AFUE 92 Actual airflow: 875 cfm Output capacity: 48000 Btuh 104% of load Temp. rise: 50 °F Meets all requirements ofACCA Manual S. 2023-Jan-20 1 wrightsoft, Ri ht-Suite®Universal 2018 18.0.32 RSU20066 16:43:43 Pae 1 AC{K...Model Al MAN JSD%Rimor Model Al MAN JSD JA.rup Calc=MJ8 Front Door faces: W Residential Plans Examiner Review • Form ACCAe for HVAC System - • (Loads, • • 15 Mar 09 Arc«rrmngcnmcrosuarc�are Header Information Contractor: Energy Testing Services LLC REQUIRED ATTACHMENTS ATTACHED Manual J1 Form(and supporting worksheets): Yes ❑ No ❑ Mechanical license: or MJ1AE Form*(and supporting worksheets): Yes ❑ No ❑ OEM performance data(heating,cooling,blower): Yes ❑ No F-1 Building plan#: Manual D Friction Rate Worksheet: Yes ❑ No ❑ Duct distribution sketch: Yes E] 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 ft' Summer Design Conditions Number of occupants: 3 Outdoor temperature: 83 'F Indoor temperature: 75 'F Windows Rooi Grains difference: 30 gr/Ib @50% RH Eave overhang depth: 1,0 ft Sensible heat gain: 19979 Btuh Internal shade: blinds Blinds,drapes,etc. Eave Latent heat gain: 3977 Btuh Depth Window Total heat gain: 23957 Btuh Number of skylights: 0 HVAC EQUIPMENT • 41 Heatinq Equipment Data Cooling Equipment Data Blower Data Equipment type: Gas furnace Equipmenttype: SplitAC Heating cfm: 875 Fumace,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 winterdesign outdoor conditions Sensible cooling capacity: 0 Btuh Aux heating output capacity: 0 Btuh Latent cooling capacity: 0 Btuh HVAC DUCT DISTRIBUTION •I Design airflow: 875 cfm Longest supply duct: 478 ft Duct Materials Used Equipment design ESP: 0.60 in H2O Longest return duct: 201 ft Trunk duct: Sheet metal Total device pressure losses: -0,6 in H2O Total effective length(TEL): 679 ft Available static pressure(ASP): 0.01 in H2O Friction rate: 0.001 in/100ft Branch duct: Round flex metal,Sheet metal Friction Rate=ASP+(TELx 1 DO) I declare the load calculation,equipment,equipment selection and duct design were rigorously performed based on the building plan listed above. I understand the claims made on these forms will be subject to review and verification. Contractor's printed name: Contractor's signature: Date: Reserved for County,Town Municipality orAuthority having jurisdiction use. *Home qualifies for MJ1AE Form based on Abridged Edition Checklist wrift ghtsog 9 Ri ht-Suite®Universal 2018 18.0.32 RSU20066 rill Job: - - wrightsoft, Load Short Form Date: Jan 20th 2023 Entire House By: 'Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Project • • For: Unit 98-42 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 CIg 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. 2023-Jan-20 - wrightsof , Right-Suite®Universal 2018 18.0.32 RSU20066 16:43:43 Page 1 ACCK...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 I I Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft- 2023-Jan-20 Right-Suite®Universal 2018 18.0.32 RSU20066 16:43:43 Page 2 lAiVl�...Model Al MAN JSD\Rimor Model Al MAN JSD JA.rup Calc=MJ8 Front Door faces: W Project Summary Job: wrightsoft- Date: Jan 20th 2023 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Project • • For: Unit 98-42 Harvest Pointe Lane, Cutchogue, NY 11935 Notes: Design Information Weather: Suffolk Co.Ap, East Quogue(Islip Dd), NY, US Winter Design Conditions Summer Design Conditions Outside db 10 °F Outside db 83 °F Inside db 68 °F Inside db 75 °F Design TD 58 °F Design TD 8 °F Daily range M Relative humidity 50 % Moisture difference 30 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 40897 Btuh Structure 16210 Btuh Ducts i 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(ft') 3788 3788 Equipment latent load 3500 Btuh Volume(W) 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 AC CA to meet all requirements of Manual J 8th Ed. wrightsoft^ 2023-Jan-20 C Right-Suite®Universal 2018 18.0.32 RSU20066 16:43:43 Page 1 CA...Model Al MAN JSD\Rimor Model Al MAN JSD JA.rup Calc=MJ8 Front Door faces: W N Second Floor Adm 129 cfm30 cfm p Riser Ret Riser 286x 16 dm 10" 2 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 98-42 Harvest Pointe Lane Bohemia,NY 11716 18.0.32 RSU20066 Cutchogue,NY 11935 qnr;n-.i=n-qn la•da•Fc ...SD1Rimor Model Al MAN JSD JA.rup N Main Floor Broan Exhaust Fan Model L150 68CFM Energy Star c m Continuous Use Timer Breakfast Area t 1\51 cfm\82 cfm 9\82 fm Master Bath Master Bed 9\99 dm L dm Kitchen 1 Living Room Hall 3�Baer WIC 1 �\16d Y Rnd K34 fm WIC 2 ^12 Ath 1 7 dm a Stair Foyer Bed 2 Garage L\91 cfm 8' Job#: Energy Testing Services LLC Scale: 1 : 106 Performed by Energy Testing Services L... Page 2 1648-A Locust Ave Right-Suite®Universal 2018 Unit 98-42 Harvest Pointe Lane Bohemia,NY 11716 18.0.32 RSU20066 Cutchogue,NY 11935 qma-.ian-qn 1fi•dR•..rQ SD\Rimor Model Al MAN JSD JA.rup N Basement Make up air 68 rcnn Skuttle Model 2161 , 262 cfm 6F ' " 9„ 6„ 14" " 4-T26- 8,. 6 x 16 10' — — T10" 9„36x1 n16' 5” �0" 4„ 4., 4 26" Base ent 8.. up Riser Ret Riser 10„ 4x16 10" 9" 87 dm 87 dm 87 dm l Job#: Energy Testing Services LLC Scale: 1 : 106 Performed by Energy Testing Services L... Page 3 1648-A Locust Ave Right-Suite®Universal 2018 Unit 98-42 Harvest Pointe Lane Bohemia,NY 11716 18.0.32 RSU20066 Cutcho ue,NY 11935 )rnn-.ian-qn 1F•d5t•FQ 9 SD\Rimor Model Al MAN JSD JA.rup Job: - - wrightsofto Duct System Summary Date: Jan 20th 2023 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Project • • For: Unit 98-42 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 DetailTable 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 1 h 474 12 5 0.006 4.0 Ox 0 MtFx 16.0 95.0 Bath 2 h 1098 28 18 0.002 5.0 Ox 0 MtFx 66.5 400.0 st8 Bed 2 c 1618 86 91 0.006 9.0 Ox 0 MtFx 31.5 95.0 Bed 3 c 1428 66 81 0.001 8.0 Ox 0 MtFx 76.3 400.0 st7 Breakfast Area c 1781 99 101 0.003 9.0 Ox 0 MtFx 16.8 225.0 st2 Foyer c 2655 102 150 0.003 10.0 Ox 0 MtFx 43.8 205.0 st2 Kitchen c 1755 42 99 0.007 9.0 Ox 0 MtFx 2.3 95.0 Laundry c 609 20 34 0.002 5.0 Ox 0 MtFx 48.8 315.0 st2A Living Room c 1455 72 82 0.002 8.0 Ox 0 MtFx 25.8 325.0 st2A Living Room-A c 1455 72 82 0.003 8.0 Ox 0 MtFx 15.5 215.0 st2 Loft c 539 26 30 0.001 5.0 Ox 0 MtFx 68.0 410.0 st7 Master Bath c 894 34 51 0.002 6.0 Ox 0 MtFx 38.3 325.0 st2A Master Bed c 932 51 53 0.002 6.0 Ox 0 MtFx 53.0 295.0 st5A Master Bed-A c 932 51 53 0.002 6.0 Ox 0 MtFx 52.8 300.0 st5 Wlc 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- 2023-Jan-20 ��.t, Right-Suite®Universal 2018 18.0.32 RSU20066 16:43:43 Page 1 �iV1....Model Al MAN JSD1Rimor Model Ai MAN JSD JA.rup Calc=MJ8 Front Door faces: W Supply Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st6 Peak AVF 119 129 0.001 236 10.0 0 x 0 ShtMetl st2A st5 Peak AVF 130 111 0.002 238 10.0 0 x 0 ShtMetl st2A st5A Peak AVF 51 53 0.002 268 6.0 0 x 0 ShtMetl st5 st2 Peak AVF 823 756 0.001 206 29.9 16 x 36 ShtMetl st2A Peak AVF 375 407 0.001 204 23.0 16 x 18 ShtMetl st2 st7 Peak AVF 92 111 0.001 167 14.2 16 x 6 ShtMetl st6 st8 Peak AVF 28 18 0.002 41 8.4 16 x 6 ShtMetl st6 TableReturn Branch Detail Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb3 Ox 0 669 807 201.0 0.001 219 26.0 Ox 0 MtFx rt2 rb2 Ox 0 119 129 199.3 0.001 236 10.0 Ox 0 MtFx rt2A rb1 Ox 0 262 24 83.3 0.004 245 14.0 Ox 0 MtFx 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- 2023-Jan-20 Right-Suite®Universal 2018 18.0.32 RSU20066 16:43:43 Page 2 /'IIiVR...Model Al MAN JSD1Rimor Model Al MAN JSD JA.rup Calc=MJ8 Front Door faces: W 'At,-1��.a]t`��<!Ff'.'M1:.F.�^:�`�a\. Etw.^.iI:LI'4 p '^It n�r i"_? •.,M1'..'P�a��.��'�•r-�mss.... 'r�`r` i n�, I�Ui ,x'315, QI,�'Nk'`' +t sir f�y'fill' 1"•'� + ht, I I GRCH ARCHITECTURE PC S7a0 ExP RES S DRIVE SOUTH SUITE 202 WWW-GRCHARCHITEGTLIRE.COM ISLANDIA, NY 11749 - --=�-- J .'---- ,�---�-- (631 864-3395 November 14, 2018 Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold NY 11971 Attn. Ms.Amanda Nunemaker Plans Examiner Re: Harvest Pointe at Cutchogue Dear Ms. Nunemaker, The following two insultion prod uctis noted below have been selected for their flame/smoke spread properties to meet the requirements�fthe New Y)rlc State Residential Code for both spray foam and draped exposed in basement co dition. ped blanket insulation Spray Foam Insulation a ,Rim Joist: Sill Plates Headers and Rim Joist (Residential Code Sectior R316.5.11 Maximum thickness 3 %" (provided±T) Flame spread index 25 or less and sm ke-development index of 450 or less is provided: Provided/Installed Baysial Closed Ce I Spray Foam Insulation report less than 4" (see products sheet) provides spread index of 25 or less)and smoke- evelopment index less than 450 in accordance with ASTME84, es flame Draped Foundation Wall Insulation Blanket (Residential Code Section R302.10.1 Insulation materials, including facings shall have a flame spread index not to exceed 25 with an accompanying smoke. Development index not tc exceed 450. Provided/Installed: "Ecotouch Flame pread 25 Fiberglass Insulation: (see product cut sheet) Provides aflame spread Index of less t an 2S and smoke-development Index less than 50 in accordance with ASTM - espectfuly submi ed, ��RED ARC' Glen Cherve y, IA, LEER P S. Principal (P� ��. 02381 [)�. OF NE�`l MECHANICAL CORPORATION HEATING AND AIR CONDITIONING March 11, 2019 Michael J. Verity Town of Southhold Building Department Town Hall Annex Building 54375 Route 25 Southhold, NY 11971 Tel: (631) 765-1802 Fax: (631) 765-9502 Subject: Harvest Point Residential Units Dear Mr. Verity Please be advised that the basements of all the residential units at the above referenced project have been included in our Manual J load calculations. Best regards, Louis DeSantis President s 20 Feldland Street, Bohemia, NY 11716• (631) 563-1298 • Fax: (631) 563-2954 GRCH ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH 1 H1 �� ,. � SUITE 202 ISLANDw NY 11749 VWVW.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#98— Permit#46876 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. RVhrveny,)AIA, mitted, -(ERED'gRC C5SRT Cyd tii�� CA C7 i 2-G LEED AP P '9 02381 Q T�OF NE�y GRCH ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH SUITE 202 1 ISLANMA, NY 11749 W W W.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#98—Permit#46876 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. Vebmitted, D ARC CeERT C& C� , AIA, LEED AP Nj� '9J• 0238AC F& SCOTT A. RUSSELL MICHAEL M. COLLINS, P.E. r4 t.� TOWN ENGINEER SUPERVISOR �;*: . TOWN OF SOUTHOLD,NEW YORK 11971 TOWN HALL - 53095 MAIN ROAD e Tel. (631)-765-1560 Fox. (631)-765—9015 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;./ / , lchaelM., ollins,RE EngineerTown cc: Michael Verity, Chief Building Inspector OFFICE LOCATION: 11IA LING ADDRESS: Town Hall Annex Of S0 P.O.Box 1179 54375 State Route 25 O�� ol Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Q Southold,NY Telephone: 631 765-1938 www.southoldtownny.gov CnUfM PLANNING BOARD 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 there_are many ongoing conditions of the site plan approval, with the most relevant to the occupancy of the residential units being no parking of vehicles, equipment, or dumpsters and no staging of materials on the internal streets being used by residents. These conditions will continue to be enforced. This letter does not condone any changes from the approved site plan and approvals from other agencies. Please call the Planning Department with any questions. secful Donald n Chairman .. : .. cc: Michael Verity; Chief Building Inspector Michael Collins, Town Engineer a FIELD INSPECTION.REPORT DATE COMMENTS FOUNDATION(IST) 6 6 V% I SSWC ------------------------------- t t CIS eA FOUNDATION(2ND) M z lJ ROUGH FRAMING: PLUMBING.'' C y ^lll//hj� s V I WwV F., r INSULATION.PER N.Y. 1 y N STATE ENERGY CODE s 1 f l� FINAL. i ADDITIONAL'COMMENTS : I r O i . b i ,� oma°SAMP- �fFat too"` TOWN OF SOUTHOLD—BUII,DMG DEPARTMENT a w Town Hall Annex 54375 Main Road P. O. Box 1179 Southold, NY 11971=0959 ®� • o, :' Telephone(631) 765-1802 Fax (631) 765-9502 https://www.southoldtownLly.gov For Office Use Only Date Received PERMIT NO. Building Inspector: g( --� D �I � 15 Applications and forms must be filled out in their entirety.Incomplete applications Db will not be accepted. Where the Applicant is not the owner,an Owner's J 1� Authorization form(Page 2)shall be completed. S E P 5 2021 APPLICATION F®R:BUILDING PER60IiIT Date: ` BuffDIN DEPT. OWNER(S)OF PROPERTY: Name: Rimor Development Tax Map#:SCT #1000- 102.01 - 02- OLf Physical Address: LA U (�L� I qe n, , , _ Phone#: 631-678-2667 1� l' Email: teamalia65@glm`ail.c3oGm'1 Mailing Address: CONTACT PERSON: Name:Henry Alia Mailing Address: PO Box 908 Cutchogue, NY 11935 Phone#: 631-678-2667 Email: teamalia65@gmaii.com DESIGN PROFESSIONAL.INFORMATION Name:GRCH Architecture Mailing Address: 3750 Express Dr. South Islandia, NY 11749 Phone#: 631-864-3395 Email: CONTRACTOR INFORMATION:. Name:Rimor Development Mailing Address: PO Box 908 Cutchogue, NY 11935 Phone#: 631-678-2667 TTm teamali865@gmaii.com DESCRIPTION OF PROPOSED.CONSTRUCTION 2New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $300,000.00 Will the lot be re-graded? OYes ONO 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? OYes ❑No IF YES, PROVIDE A COPY. 0 Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town ofSouthoid,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit autAte inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuantion 210.45 of the New York State Penal Law. Application Submitted By(print e : Henry Iia 2Authori d gent ❑Owner Signature of Applicant: C�� A )ate: 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 ,) Notar ublic SHERRY PIRONE PROPERTY OWNER RUTH® ' d jR6AUBLIC,STATE Or NEW YORK (Where the applicant is not th own ration No, 01P163$810g alified in Suffolk County Commission Expires March 04, 20233 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 44)A44Att— the undersito ed,do(es) Y hereb state: Owner(s)Name(s) That the undersigned (is)(are)t e owner(s)of the remises ' e T of Southold, located atRao-Apt EbinR which is§hown and designated on the Suffolk County Tax Map as 6istrict 1000, Section ,Block 01 Lot 042. . That the undersigned(has)(have)filed,or cause to be filed,an application in the Southold Town Build' In toy's Office for the f owing;, 8'U.dI ✓ V That the undersigned do(es)hereby give consent to the Building Inspectors of the Town of Southold to enter upon the above described property,including any and all buildings located thereon,to conduct such inspections as they may deem necessary with respect to the aforesaid application, including inspections to determine that said premises comply with all of the laws, ordinances,rules and regulations of the Town of Southold. The undersigned, in consenting to such inspections, do(es)so with the knowledge and understanding that any information obtained in the conduct of such inspections may be used in subsequent prosecutions for violations of the laws,ordinances, rules or regulations of the Town of Southold. Dated: ( rInt N e) , (Signature) (Print Name) 1 i �S�Ff Utk`O BUILDING DEPARTMENT-Elec -D n�pigoE # U E `I.OlIt•/N OF SOUTH OCT 0 5 l y Town Hall Annex - 54375 Main R PO Box 11 Southold, New York11971ILD�NG oEpr Telephone (631) 765-1802 - FAX (631) 765 9 v6� &o roger.richert ccDtown.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: lei Company Name: = C C- Name: License No.: j'')bb 6`1 email: e lec c�, C . Address: �, y ��- .0 Phone No.. JOE SITE INFORMATION: (All Information Required) Name: lfif' ) C-� ii v- t -e— Address: y Q,�- L # L4 Cross Street: j (, Phone No.: Bldg.Permit#: le `7 email: Tax Map District: 1000 Section: Block: Lot: 2 BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: YES / NO Rough In Final Do you need a Temp Certificate?: YES/ NO Issued On Tamp lnformati® (All information required) Service Size1 P 3 Ph Size: t A #Meters Old Meter# ewDServie - Fire Reconnect- Flood Reconnect-Service Reconnected - Underground - Overhead N # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection FormAs f �O Gy BUILDING DEPARTMENT-Electrical Inspector o < TOWN OF SOUTHOLD C4 Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (631)765-1802-FAX(631)765-9502 Temporary Certificate #_ Date /d 2021 Customer Name 7ctrician Name �(A ✓G Address1 d 0 Phone S` 6 e-mailbe e-mail l -4 cv Phone 1 1 License# d Size_ta(_A Phase Overhead Underground�� #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected 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 fr m the date above. Authorized by A BUILDIING DEPARTMENT- Elec n4d9oE L� 'OWN OF SOUTH OCT 0' 5 n2I Town Hall Annex- 54375 Main R PO Box 119 Southold, New York 11971-09 UILDING DEPT LD ��OF Telephone'(631) 765-1802 - FAX-L(631) 765x- roger.richert(a town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: c,,o lei Date: ` rf Company Name: l e C Name: License No.: j� G d� ,� email: ec (4 D, C? Address: y a n Phone No.: 'JOS SITE INFORMATION: (All Information Required) Name: Address: td- L 4T l dR Cross Street: f,1 I�ShAf L0j , Phone No.: `I BIdg.Permit#: LP `7 email: Lp Tax Map District: 1000 Section: Block: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: YES / NO Rough In Final Do you need a Temp Certificate?: YES / NO Issued On. 'amp Informati® (All information required) Service Size -1 P 3 Ph Size: (_`j C> A # Meters Old Meter# ew Servi e - Fire Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead # Underground Laterals1 \ 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION 'V 82-Request for Inspection FormAs PERMIT# Address: Switches l d Outlets ` J Surface �� r Sconces �C I H H's UC Lts ( �' Y Fans Fridge HW Exhaust �I Oven' -6A—e..^ W/D Smokes I 3 DW / Mini Carbon (ki 0�,c0-/ Generator Combo .I Cooktop Transfer AC AH Hood ( Service Amc—prs� Have Used Special: r e Comments ,'t t7 A0 .) �.. 00, r ''•x i 4d �s44$ � � © � v v. Will 4 r1 1. ,J - r �` ,+:.; t „�", �**.}� ',rf., iffY y t R• C .r'•"ia'� j �d 7; ', f!'FtI !r�A 't �d T tf'f� � v •:« «f b+�:v�_;k x ♦� ,*L,, 1 f°?"�" �1�.€ '�;' f � � �' +y�,;.�.+,``�, r'_•� °k..r c • i lag x , �, 10 ��`�;�`�s-i�`�`,`f��\t { OW • 0W^k�3 vv 1 Y:' rdo-; 0R 0R tr U-1 r t h a::�:. f t •f.`, it yc f I I I v •• • ! `l ity/ co Lj LICE G� a: Water:Une(s)MMUT Buffo 8e InsPected By TheCe1pt. Of Health :ervs.48 Hours in Advanceedule Inspecdon(s). APPROVED IN ACCORDANCE WITH BOARD OF O Or) REVIEW DETERMINATION DATED s'-6- 17 M z z ~ W O SUBJECT TO CCLr-.NANTS& RESERICTIONs LimitZ Z � z L1J z o PAGE Ll.l O v0 � Cl- Y m ' O o _ o � < = ? o �! LU co U Cl) i;MvIN'Ep'S CERTIFICAT10JNp W SUBMIT P.E. OR R.A. CERTIFICATION I ;Ec, J C) O v) 'FOR 1N8 i'ALLATiO!'�APbu 'ONS T RUCTION �✓ I' o 0 FOR MINALAPPROVAL. , ryry� :� o S`s fe irl LL - LL O 1-- z U) stf'alk County Department of 1 S r; f r � s'^ �p�T3rGVa1 for C Health em'ces ®nstruction-Other Than Single p'aznily c Reference No. �!o ®� Design Flow 23,/o��,� PROJMBY- F use(s) ��° _P bra �� DRAW These plans have been reviewed for general coni'ormanc�v h 5'uEii County Department of-ealth Services standards, relating t0 water CHEC supply and sewage disposal. Regardless of any omissions, DATEinconsistencies or lack of detail, construction. is required to be intaccordance with the attached perrnit conditions and applicable SCALstandards,unless specifically waived by the Department.This approval FILE Nexpires 3 years from the approval date,unless extended or renewed. /7 CADD Approval Date R8V(BVVGP SHEET NO.: R$VkQd Plan ApprovBd /2- s- - 2vZo Ecpir" — S — zo 2-3 1 OF5 S.C.D.H.S. APPROVAL SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES FOR OFFICE USE ONLY OFFICE OF WASTEWATER MANAGEMENT Health Department Ref.No. 360 YAPHANK AVENUE,SUITE 2C,YAPHANK,NY 11980 (631)852-5700 OR HealthWWM@suffolkcountyny.gov APPLICATION TO U_PDATE AN EXISTING 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: RI 0-17- ® 1 S District Section Block r Lot Tax Map No.: 1000 Name of Current Applicant: Rimor Development LLC Tel#: (631) 7359200 Mailing Address:PO Box 908, Cutchogue, NY 11935 Email Address:teamalia65C gmail-com Name of Current Agent:Henry Alia Tel#: (631 6782667 Mailing Address: PO Box 908, Cutchogue, NY 11935 Email Address:teamalia65@gmail.com DATE OF ORIGINAL APPROVAL: 09/08/2017 "If more than 6 years old and SCDHS-site inspections have not been erformed,a new a lication will be re Hired SECTION 2 FO TRANSFERS WITH PREVIOUS APPLICANT/AGENT'PERMI.SSION Name of Previous Applicant/Agent: - 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 3FOR TRANSFERS WITHOUT PREVIOUS APPLICANT/AGENT PERMISSION Name of Previous Applicant's Tel#: ( - Architect/Engineer/Surve or: 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: SECTION 4 FOR ALL RENEWALS AND TRANSFERS _ Application is hereby made to[ ]TRANSFER,VJ REN W(check applicable) a permit to construct in accordance with this application,surveys and plans submitted. I hereby Certify at I ave examined this complete application and the statements therein are true and correct,and that all work shall be done in c d Ge with all applicable Town,County,State and Federal Laws. "Any false statement made herein is unishable as a misde a or rsuar4lo 5210.45 of New York State Penal Law." Signature of Current Applicant/Agent Date , Print Name of Current Applicant/Agent CY Ail Title Agent/Project Manager , DEPAR 1VIE E ONLY Permit is Transferred/ enew Until r1'� 2-3 Number of Bedrooms Approved AYA Signature of Department Representative �:�•-- Date l®�-<�"® � YVWM-104(Rev. 02/12) y Lei NOTES: THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, W 0 ku 43.8' PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. U M p ^ .Z LU p IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, O PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY O ' J M 8'3' PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY.IF dp IIAN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE Z QALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND to M O Z THE NOTATION•ALTERED BY'FOLLOWED`6`(HIS SIGNATURE AND THE DATE OF SUCH F- Z ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. i Z) Q UL 1.4' COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS BLUE INKED Z O Obi ( J� SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. ZZ I O D_ NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS W LL 0 O 3.3' OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED. l'- LU I a PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, a d 28.5' SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS j I� '^f q^ OTHER THAN VISIBLE PERMANENT STRUCTURES. CD S530 " /U� �rfarl 53 40$5 0 W COPYRIGHTO NELSON 8 POPE,ENGINEERS AND SURVEYORS.ALL RIGHTS RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED L f b 20.4' b r IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN U) W fV I 28.rD• ///�� /� `y, /1 PERMISSION OF THE SURVEYOR. LU V/ O Ur ^ k, (q /) L//'�" V 1 1 V THIS PLAN WAS PREPARED TO ASSIST IN OBTAINING FRAMING PERMITS FROM LOCAL CV CV 1.O' I p v MUNICIPALITIES AND IS NOT AUTHORIZED NOR GUARANTEED FORANYOTHER N < I J M 3.3' PURPOSE. CO Cfl ^12.7' C7 Z I1 in Q fn 0 1.3' `V = n z QLL O Z LL Ld 00 4.8' O=d :-1.4' I L �O 8.4' 1.500 ' iv CY5a3.7' ��OF NE�pp W S530 05'40"Wco �IDAVID,"- p� 54.66' � 0?_ COO �- Ly �•:1_r,;'r,•I ��' M X 000 10A� �,"': .cT t �fO-050213 rCA �l7 LAND S 81034'23" E F'L 67.78' �O� IW Oc90I - 1 . � 1q /O sQo O I 02-23-2022 FOUNDATION LOCATION 167.99' (ACTUAL) N FOUNDATION AS-CONSTRUCTED FOR UNITS 97 - 98 R=275.00' S52°55'20"W UNIT DESIGNATION MAP OF L=77.85' W HARVEST POINTE CONDOMINIUM 2 t CD FILE NO.:490 FILED September 28, 2020 N co FL�o TOWN OF I SITUATED AT S 40°52'38" E � o CUTCHOGUE 27.03' N O SOUTHOLD TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK S.C.T.M.DISTRICT 1000,SECTION 102.01,BLOCK 0200,LOTS 041.000 8042.000 S9 24 5'20"w N ` NELSON + POPE' ♦ engineers•architects•surveyors Z W 70 Maxess Road,Melville,NY 11747. 631.427.5665.nelsonpope.com LL Ix SCHOOL HOUSE DRAWN BY: NP CADD NO.:INDIVIDUALSURVEYS F- 00026_ SCALE: Ur fq LANE CHECKED BY: MS FILE NO.: SHEET NO.: 'I OF'I DATE: 02-28-2022 PROJECT NO.: 00026 1"=30' z I NOTES: F THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE y U PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFOREARE DI Q H NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, Q a PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. W 43.8' W 0 N 1.5' N IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, Z CO > PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY j J Q op'S1 7 IV' PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OFA LICENSED U Q OW Cj 4,8' (L 8'31 PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY.IF J m z w U= AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE m 0 O> n rn�Z 'n WOE }W ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THEITEMHISSEAL AND THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH QO I ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. U D:a r F->- LU O U CL F-= m O (n 1.4, QQ I COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED _ SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. 12. LU h LU in cn�0 O W 1 U) ai O NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS N U OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED. Z Z a STONE BASE Q I 3.311"_z i�I W _ ul O DRIVEa � ix z W/8"PAVER 1.0� Q I 5L W- PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE O > 0 BORDER _� (7 �• UF' �I �O CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATERCOURSES, 0 Q S53' 05'40"W 41.85' r' 20 4, N I 28.5' LUW F SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS LL WJ O- OTHER THAN VISIBLE PERMANENT STRUCTURES. D- w- W Q j fE'p°X 1 0 COPYRIGHT®NELSON B POPE,ENGINEERS AND SURVEYORS.ALL RIGHTS OELEC. GA A/C 2 RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, qC METERS METER HOOKUP W W RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED .BOX I--D INOR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN W ca 0 20.4' p W O z0 PERMISSION OF THE SURVEYOR. P11 - N 28.51 za o CLI= a STONE BASE 1.0' I v �F- v I w U W CV N O C14 W/8 RPAVER < I wa cn > Lf) p BORDER Q I LLI 3.3' cD3 c I Q CD M w —� QW OW xQ Q U) > rn LL Z 1.3' 14.1' I I- 2 Q OW N I- LU J n oQ r Z p - ZZL) - I U d _ F-W 6O 0 w C6 O 'fes M 4.8' c') r IL m j 1.4' 8.4' z n 7.2' O 1.5 ccN W cn 43.7'm S530 05'40"W CONTROL I iN Lo 54.66' MODULE `tLn o M C.0rn � SOF RIES s op ITn• �Q�FA npV1 vo °> zu S 81034'23" E R � + { 67.78' J � -v• Q LU 50 0 ��c� ¢ dam- ® LAND 5 l 0 02-23-2022 FOUNDATION LOCATIONco FINAL SURVEY 167.99' (ACTUAL) 04 01-25-2022 SANITARYASBUILT FOR UNITS 97 - 98 07-D7-202z DD CONTROL MODULES UNIT DESIGNATION MAP OF S52 55 20 W ELEC.PANELS R=27.85' 08-17-2022 FINAL SURVEY HARVEST POINTE CONDOMINIUM 2 L=77.85 W Lu FILE NO.:490 FILED September 28,2020 ,I- In I SITUATED AT c+ -�`t o TOWN OF CUTCHOGUE S 4052'38" E � � TOWN OF SOUTHOLD.SUFFOLK COUNTY,NEW YORK �► ti °' S O U TH O L D S.C.T.M.DISTRICT 1000,SECTION 102.01.BLOCK�,LOTS 041.000 a 042.000 27.03 n) 352055'20"W N 19.24' W ` NELSON ♦ POP E "' 7 if engineers-architects-surveyors ZF- 70 Maxess Road,Melville,NY 11747. 631.427.5665•nelsonpope.com W LL SCHOOL HOUSE DRAWN BY: JR CADD No.;INDIVIDUALS0o026 S SCALE: ~ LANE CHECKED BY: MS FILE NO.: SHEET NO.: 'I OF 1 '- DATE: 08-19-2022 PROJECT NO.: 00026 1' —30' NOTES: 3 \ CPU THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE I PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE n r 15 2 NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, B.B.CURB _(� PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. 3 LYAU W W W ` LAN R IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION FOR ANY MILLSTONE PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OFA LICENSED Z SUB PAVEMENT ' - I PROFESSIONAL IN ANY WAY.IF AN ITEM BEARING THE ENGINEER EAL OF N ENGINEER OR LAND OR.TO ALTER URVEYAN OR IS ALTERED,THE UAV `- - _ ^'••• nr.'1:I- ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIXTO THE ITEM HIS SEAL AND C > > 41.I„- -. THE NOTATION'ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH FW-I 0 LU ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. I I Q COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED Q TI W SUFFOLK �c /s.�-`s t q q p�+, u� q ® SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. O I W SU OLK COUNTY DEPARTMENT OF WEALTH JERVICES NO ORRGYSI A WAYS,IF ON NOTSOPERTY UNLESS HOWNARE NOT NOT��ECORDED EASEMENTS ULUMAPPROVAL OF CONSTRUCTED WtiRTKS FOR UNDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED M \ AS TO ACCURACY,EXISTENCE,EXACT LOCATION,TYPE OR USE,ACTIVE OR INACTIVE. W DI A SINGLE FA "LY RESIDENCE ELECTRIC AND GAS UTILITY LOCATION PROVIDED FROM PSEG DISTRIBUTION DESIGN U c0 43 8, �y 7 PLAN DATED 7/21/16.LOCATION OF GAS AND UTILITY IS APPROXIMATE AND LOCATED w I lAum \ cV 1.$' c°7 "r1Jf,��' SEP 0 9 20// )_t .7� •� TYPICALLY IN THE SAME TRENCH.ACCURACY OF UTILITY IS NOT GUARANTEED NOR IS m �r cV l G6. 99__CC 5't,,.a, I.°�. �� Q_ � THERE ANY GUARANTEE THAT ALL EXISTING UTILITIES ARE SHOWN ON THIS MAP. n 1.5' CONSULT WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR °D8.3' 0 FURTHER DESIGN. 4,8' W 2 F w rn the s%va3g®dlspml and viaatei. supply i_--jad"S BT iliS lomlion have bw \G a INLLI 20 1h$ipQCQQd 3ndlor CBr6$led by d[IGS C6i';•astnent or other agencies wd found to PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE — (n Q I S N U U Z V W t� fit,, p�p h A,�1ppe I� BEDROOMS. ppm CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WE7LANDS,WATER COURSES, .11 Z .- D.� O= j 'S.�oS.3�L° ('I.B(yF®IR 8"f,tlVd9�?lY9Vi6IM OF�teT H7E®p'Sydi,Jgtl{a3, SOIL CONDITIONS,VEGETATION,TREES.PATHS,DEBRIS OR ANY OTHER CONDITIONS 1 1 // I } Uj N o F,Q Z /' OTHER THAN VISIBLE PERMANENT STRUCTURES. I Q'- 1.4' ` 9 COPYRIGHTO NELSON&POPE,ENGINEERS AND SURVEYORS.ALL RIGHTS h 3 12 6' W h UO�SDR35 ` L.s'f�- s..'Q�F' - -`'`-''�` RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING. Z w //� I I (j j O; v —'- — RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED STONE ASE 3.3' N d"=y. ;i IN OR BY ANY COMPUTER OR OTHER SYSTEM WTTHOUTTME PRIOR WRnTEN ( IV� I N j oaf . y� ,.�I,c "c,l it;�l�t y,,�a,, � ,; (�hieF PERMISSION OF THE SURVEYOR n. W/8"P k ER 1.0 I z PIPE,TYP. CLQ o I BORDER O 0 rn =- ` - -- --.•- a- ADDITIONAL IMPROVEMENTS AND/OR POSSESSION,IF ANY,NOT LOCATED,NOT 0_ Lain Ix I I N a l ..:'s:•.n.,:�. ._-�ztv� xU SHOWN M 3 0.4' C1428'5' N ?co m ALL SANITARY PIPING 4"&6-SDR-35,TYPICAL I I II ELECTGAS , U)drJ I 3 EG DI METER icy N �--- I- p �IWIiII ` 20.4' NJ U ¢ aa . STONE BASE 0, 0 1-3 }�w W/8RAO M CL DRIVE o@ OW 4' 3.3' a Ld �y/`n o 12.7' W 4"S .35 z: ; :ix z ;'a. (n ep PIP P. in mUj= LlZ dmWIN W 1.3' 2D 90 s .1 , A1 � d 2 i .. m W m pin j p N {.a`, y - ccs a ;--1.48.4' 1.5 N �C 11/p. 1)cq 43.7' N A\ U w TWj l§ 1 9F� CONTROL m 501> MODULE x W 3 D: W la Q wW (7/I W i, DIO / 02-23-2022 FOUNDATION LOCATION SANITARY AS-CONSTRUCTED SURVEY 0 06.01-2022 SANITARYAS-BUILT FOR UNITS 97 - 98 0707-2022 ADD CONTROL MODULES UNIT DESGNATION MAP OF SANITARY SYSTEM AS-BUILT TABLE 8 ELECT.PANELS HARVEST POINTE CONDOMINIUM 2 STRUCTURE NAME I TIE A I TIE B FILE NO.:490 FILED September 28,2020 UNITS#97-98 SrrUATMAT ST-1 31.3' 32.7' CUTCHOGUE TOWN OF SOUTHOLD.SUFFOLK COUNTY,NEW YORK ST-2 36.9' 35.3' S.C.T.M.D)STmc-r 1DDo,SECTION 102.01,BLOCK 02.00,LOTS O{1.WD 8042.000 LP 50.0' 43.7' 0 L NELSON + POPE HEALTH DEPARTMENT REFRENCE NUMBERS&AREA'S engineers•architects•sunreyors UN IT No. HD REF No. HABITABLE AREA GARAGE AREA TOTAL GROSS FLOOR AREA 70 Maxess Road,Melville,NY 11747. 631.4275665.nelsonpope.com 97 RIO-17-0151 1,999 S.F. 486 S.F. 2,485 S.F. 98 R10-17-0152 1,999 S.F. 486 S.F. 2,485 S.F. DRAWN BY: NP CADD No.:)NDIVIDUALS0002GLS SCALE: CHECKED BY: MS FILE NO.: SHEET NO-: 'I OF 'I 11.-30' DATE: 07-11-2022 PROJECT NO.: ®®026 14-sqg 11 APPRO ED AS NO ED PLUMBER CERTIFICATION DATE: B.P.# --��g` 7 ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANC. FEE:= By: NOTIFYBUILDING "PARTMENT AT . SOLDER USED IN WATER 765-1802...8 AM TO PM FOR.THE SUPPLY SYSTEM CANNO FOLLOWING INSPECTIONS: EXCEED 2110 OF 1% I cF' 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH- 'FRAMING & PLUMBING IRLUMrBING 3. INSULATION A �iIL PLUMBING WASTE 4. FINAL - CONST;21 `N MUST ,",. ',-WATER*LINES NEED BE COMPLETE :). NGBEFORE COVERING ALL CONSTRUCT;, -fiLL 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 PLACARDING REQUIRED NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF DO NOTPROCEED WITH., 7, IJ .FRAMING UNTIL SURVEY,:. ______ JORFOUNDATION LOCATION. SOUTHOLD TOWN PLANNING BOARD "``.HAS.SEEI�,APPROVED: '.r So JJTHetD1DWN TR STEES Blower door and ductwork testing required. JCCUPANCY OR JSE IS UNLAWFUL Must provide Manuals NITHOUT CERTIFICA D,J and S as per 7F OCCUPANCY NYS Energy Code All exterior lighting RETAIN STORM WATER RUNOFF Installed,replaced or PURSUANT TO CHAPTER 236 repaired shall conform Of THE TONIN CODE, to Chapter 172 of the Town Code ` PLANS ARE IN CONFORMANCE WITH THESE APPLICABLE CODES: Section R316 Foam Plastic TABLE R405.1 R302.12 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 W 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 ;,_„� feet. Draftstopping shall divide the concealed space into approximately equal areas. Where the assembly is enclosed by a materials. UNIFIED SOIL VOLUME 2 0 EXISTING BUILDING CODE OF NEW YORK STATE solL CLASSIFICATION CHANGE � 202 floor membrane above and a ceiling membrane below, draftstopping shall be provided in floor-ceiling assemblies under the R316.2 Labeling and identification. Packages and containers of foam plastic insulation and foam plastic insulation components delivered to GROUP SYSTEM SOIL DESCRIPTION DRAINAGE FROST HEAVE POTENTIAL the job site shall bear the label of an approved agency showing the manufacturers name, p g p CHARACTERIsnCs POTENTIAL m 2020 FIRE CODE OF NEW YORK STATE following circumstances: the roduct listin roduct identification SYMBOL IXPANSION O 2. Floor framin is constructed of truss-t e o en-web or erforated members. and information sufficient to determine that the end use will comply with the requirements. Gw WELL GRADED GRAVELS, GRAVEL SAND MIXTURES, (� � 2020 MECHANICAL CODE OF NEW YORK STATE g YP P P LITTLE OR NO FINES GOOD Low Low Z r 1 R 302.1.12.1 Materials. Draftstopping material shall be not less than 1/2 inch gypsum board, 3/$ inch wood structural R316.4 Thermal barrier. Unless otherwise allowed in Section R316.5, foam plastic shall be separated from cP POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES, Z �/ the interior of a building by an approved thermal barrier of not less than X inch gypsum wallboard. LITTLE OR NO FINES GOOD LOW LOW O ^ , N G 2 2020 PLUMBING CODE OF NEW YORK STATE panels. _ `i/ NCE CODE 0 F NEW YORK STATE AND N FPA 70 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, L o a' f0 2020 PROPERTY MAINTENA R302.13 Fre 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. LITTLE OR NO FINES GOOD Low Low 0 .� 6 c4) SP POORLY GRADED SANDS, OR GRAVELLY SANDS, U ■� (� j � � provided with a 1/2 inch gypsum wallboard membrane, 5/8 inch wood structural panel membrane, or equivalent on the 2. The space is entered only for purposes of repairs or maintenance. LITTLE OR NO FINES GOOD LOW Low � 0 >o i 2020 NEW YORK ST,4TE ENERGY CONSERVATION CONSTRUCTION CODE- 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 MEDIUM LOW H +•-' NCV � I RESIDENTIAL PROVISIONS Exceptions: against ignition using 3/8 inch gypsum board. sM SILTY SAND, SAND SILT MIXTURES GOOD MEDIUM LOW co � N W Z _ 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 Z U •3 - M i TS - rn SECTION R101 perimeter joist space without the thermal barrier specified in Section R316.4 subject to all of the following: O Q w M M SC CLAYEY SANDS, SAND CLAY MIXTURES MEDIUM MEDIUM LOW (� N �• GENERAL Section R303 1. The thickness of the foam plastic shall be not more than .V inch. ML INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR, _ � �' co 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 FINNTD ANDSCR CLAYEY SILTS WITH MEDIUM HIGH LOW ❑ U c i °-° 2 The rovisions 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 R101 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, LEY, `�' two family dwellings and townhouses not more than three stories above grade plane in height with a separate means of egress Exceptions: GRAVELLY eLAYS, SANDY CLAYS, SILTY eLAYS, LEAN MEDIUM MEDIUM MEDIUM Ur a� and their accessory structures not more than three stories above grade plane in height. CLAYS To Low a- ion f Wood and Wood-Based Products A ainst Deca d 1. The glazed areas need not be operable where the opening is not required by Section R310 and awhole-house Section R317 Protect o g y " ns: mechanical ventilation system is installed in accordance with Section M1507. R317 All sills and plates on exterior foundation wall to be pressure preservatively 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 1 R202 Definrtlo is continuous across all structural members without thermal bridges other that a 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 foundation at all points a minimum of 4 inches where masonry veneer is used and a minimum of 6 inches elsewhere. " Continuous Insulation: Insulating material that 2. Th g wrapped with aluminum flashing. 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 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 Re ion: 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. ec ion ounda ion Drainage the ultimate desi n wi d s eed (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 ZO 9 P accordance with AWPA M4. enclose habitable or usable spaces located below grade. Drainage tiles, gravel or crushed stone drains, perforated pipe or R301.1.1 Alternative provisions. As an alternative to the re uirements in Section R301.1, the following standards are permitted subject to the q H other a roved s stems or materials shall a 'ns limitations of this co de 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 pp y b I tolled at or below the top of footing or below the bottom of the slab and U 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. � '- " ' ilin hei hts 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 IX 1. ere Wood Frame Construction Manual (conven onal EDITION) R305.1 Minimum height. Minimum ceiling heights of 7 0 In habitable rooms. Minimum ce g g shall be in accordance with the material requirements of ASTM F 1667. mixture with soils according to the unified Soil Classification System, Group I Soils, as detailed in Table R405.1. F- R301.1.3 Engineered design. When; a building otherwise conventional construction contains structural elements exceeding the limits of Section rooms & laundry rooms. ctice. R301 or otherwise not conforming to this code, these elements shall be designed in accordance with accepted engineering pro Exce tions: z to corn liance of nonconventional elements with other applicable provisions and shall P 8 inches above an area R 319.1 Address identification. Buildings shall be provided with approved address identification. The address identification shall be legible Section R406 Foundation Waterproofing and Dampproofing 0 The extent of such design need only f the ctra P ccordance with the International 2. A shower or tub equipped with a showerhead shall have a ceiling height of not less than 6 feet he erformance of the conventional framed system. Engineered design in a and placed in a position that is visible from the street or road fronting the property. Address identification characters shall R406.1 Concrete and masonry foundation dampproofing. Except where required to be waterproofed, foundation walls that retain U be compatible with t p of not less than 30 inches by 30 inches at the showerhead. d 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 dampproofed from the hi her of a the to of the � Building Code is permitted for buildings an p rovisions of this code usin 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 9 ) P R301.2.1 Wind design criteria. Buildings and portions thereof shall be constructed in accordance with the wind p 9 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. 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 tested(5)B. ' sile R3C8.4 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 � R301.2.1.2 Protection of openings: Nrindow glazing in windbome debris regions shall be protected to meet the requirements of the large mrs hazardous locations for the purposes of glazing. 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 F- 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 � one-half of the backfill) heioght and covered with strips of 30 pound asphalt paper or 6 MIL polyethylene to permit water Z ( R306.4.2 Glazing Adjacent to doors. Glazing in an individual fixed or o erable ane) ad'acent to a door shall be considered to be a seepage while avoiding infiltration of fine soils. The remainder of excavated area shall be backfilled with the same type of (� C) ANSI/DASMA 115. hazardous location where the bottom exposed edge of the glazing is less than 60 inches above the floor. 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 ed lied anddd 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 a R 321.1 Elevators. Where provided, passenger elevators, limited use and limited application elevators or private residence elevators shall secured with the attachment hardware provided. 2. Where the glazing is on a wall less than 180 degrees from the plane of the door in a closed position and within 24 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 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. 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 class one vapor retarder material. If this retarder material is used, provide 1 s.f. of venting) per 1500 s.f. floor area. 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 Install vents within 3 feet of each corner of foundation. a hazardous location. Section 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". Wind Desi n SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER 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 GROUND g DESIGN REQUIRAYMENT FLOOD Freezing Annual Exceptions: Zones, as established in Table R301.2(1), and substantial improvement and repair of substantial damage of buildings and SNOW SPEED Topographical Special Wind DESIGN FROST UNE HAZARDS w (kin 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. F�� LOAD m h Effects Wind bourne DEPTH TERMITE DECAY TEMP REQUIRED Index Temp 1. Glazin ad scent to a g P Subflooring shall be wood structural panels as specified in Section 503.2. Fireblocking shall be of any grade lumber. ( p ) CATEGORY WEATHERING 9 1 9 structures in floor hazard areas, shall be desi ned and constructed in accordance with the rovisions contained in this section. 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 O zone most restrictive flood hazard area. Buildings and structures located in whole or in part in identified floodways shall be designed R502.4 Joists under bearing partitions: Provide 2x full depth blocking ® 48 o.c. max. where beam is not located under wall to Section R310 Emergency Escape and Rescue Openings and constructed in accordance with ASCE 24. allow for piping or vents. ^ � _ �' MODERATE SUGHT TO t0 R502.6 The ends of each orst, beam or irder shall have not less than 1 1 2 inches of bearin �y w 20 140 NO (B) SEVERE 36" HEAVY MODERATE De rees Yes X t5oo UNFINISHED BASEMENTS IN A SINGLE FAMILY HOME & IN EACH TOWNHOUSE UNIT BASEMENT, ARE REQUIRED TO HAVE AT LEAST 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 9 / g on wood or metal and not less W TO 9 " " 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 1x4 ribbon � R310.1 Emer enc esca a and rescue o enin 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. 9 Y P P g R 322.1.3 Protection of mechanical, plumbin and electrical s stems. Electricals stems, equi ment and corn onents; heatin , ventilatin , air R502.7 Lateral restraint at su orts. Joists shall be su orted lateral) at ends b full de th solid blockin orb attachment to - 1. Exposure B. Urban and suburban areas, wooded areas or other terrain with numerous closely spaced obstructions having the rescue opening. g y Y P P g g PP PP Y Y P 9 Y pp � /� ( h Emer enc and esca a rescue o enin s 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. V J V 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 area 9 Y P P 9 es 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. Ex osure C. Open terrain with scattered obstructions having a height less than 30 feet extending more than 1500 feet. feet. The net clear height opening shall be not less than 24 inch lue-laminated members, cross-laminated timber members or I-oists are rohibited exce t where ermitted b the ^ O P the artiall obstructed area. Includes flat o en 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 p y P rY rovided as the emer enc esca a and rescue o ening, 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. r . Flat unobstructed areas ex osed to wind flowing over open water for a distance of not less tan 5000 feet. R310.2.2 Window sill height. Where a window is p 9 Y P P window 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 engineeringi practice & be prepared by a 3. Exposu e D P not more than 44 inches above the floor, where the sill height is below grade, it shall be provided with a durin the occurrence of floodin to re istered truss desi n rofessional where re uired b the statues of the urisdiction in whiclh the ro ect is to be �'1� Exposure D extends downwind 600 feet from the unobstructed area. accordance with Section R310.2.3. to resist hydrostatic and hydrodynamic loads and stresses, including the effects of buoyancy, g g g' g p q y j p j f"�"1 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. F"� 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 rovided that the conform to the rovisions of the electrical art of this code for wet locations. `./ r It unsu orted bearin wall stud hei ht ermitted by Table R602.3(5). 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 late a R 322.1.7 Protection of water supply and sanitary sewage systems. New and replacement water supply systems shall be designed to � [.� y Pli r rmitted b Cha ter 6 rovisions, rovided that sto hei hts are not exceeded. An engineered design fully opened. minimize or eliminate infiltration of flood waters into the system in accordance with the plumbing provisions of this code. Section 2inc Concrete Floors (On Ground) � ` ' exceed these limits as Fe y p p P ry 9 R310.2.3.1 Ladder and steps. Window wells with a vertical depth greater than 44 inches shall be equipped with a permanently affixed - R506.1 Concrete slab on grades to be min 3 1/2 inches thick. � he wall or wall framin members where the limits of Chapter 6 are exceeded. Where the story height limits an inside width of not less R 322.1.3 Flood resistant materials. Building materials and installation methods used for flooring and interior and exterior walls and wall Q shall be provided fort 9 ladder or steps usable with the window in the fully open position. Ladders or rungs shall have R506.2.2 Base. A 4 inch thick base course consisting of clean graded sand, gravel, crushed stone, crushed concrete or crushed I_ of this section are exceeded, the design of the building, or the noncompliant portions thereof, to resist wind loads shall be in 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 accordance with the Building Code. vertically for the full height of the window well. 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. 0 ' ` rains e. Window wells shall be desi ned for ro er drainage by connecting to the buildings foundation drainage system R 322.2.2 Enclosed area below design flood elevation. Enclosed areas, including crawl spaces, that are below the Exception: Abase course is not required where the concrete slab a installed on well-d h Ira or sand-gravel mixture soils Z v R302.2 Townhouses. Common walls separating townhouses shall be assigned a fire-resistance rating in accordance with Section R302.2, R310.2.3.2 D g 9 P P classified as Group I according to the United Soil Classification System in accordance with able R405.1. required by Section R405.1 or by an approved alternative method. design flood elevation shall: W wall shared b two townhouses shall be constructed without plumbing or mechanical equipment, ducts _ - ravel 1. Be used sole) for parking of vehicles, buildin 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 comrnon Y nd be Exception: A drainage system for window wells is not required where the foundation is on well drained soil or sand g Y 9 mon wall. The wall shall be rated for fire ex osure from both sides and shall extend to a shall be placed between the concrete floor slab and the base course or the prepared subgrade where no base course n or vents in the cavity of the Com ? 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 34 through 43. Penetrations of the membrane 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 exists. The vapor retarder is not required for Garages, utility buil Ings and o her un este accessory structures. U R302.4. R311.7 Stairways where the enclosed area is measured on the exterior of the enclosure walls. Section R602 Wood Wall Framing 0 c mmon wall shall be not less than a 1-hour not less than 36 inches in clear width at all oints above the ermitted handrail hei ht 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 P2904 is provided, the o R311.7.1 Width. Stairways shall be P P g here shall be not less than two o e in s on different sides of each enclosed area• if a buildin has more than one enclosed R6023 Design and constriction. Components of exterior walls shall be fastened in accordance with Tables R602.3(1) through fire-resistance-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. T p n g g tem in accordance with Section P2904 is not rovided, the common wall shall be not fess than a shall be not less than 31 3� 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 .heathing shall be fastened directly to framing members and shall confirm to the requirements of Table 2. Where a fire sprinkler sys 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. EXTERIOR WALLS R311.7.3 Vertical rise. A flight of stairs shall not have a vertical rise larder than 151 inches (12.58') between floor levels or landings. 3. Openings shall be permitted to be installed in doors and windows; doors and windows without installed openings do not meet the requirements of this section. TABLE R602.3(1) 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. DISCRIPTION FASTENING (a,b,c,d) TYPE EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE R311.7.5.2 Treads. The tread depth shall be not less than 9 inches per supplement. 1. Buildings and structures erected within coastal high-hazard areas and coastal A Zones, shall be elevated so that the bottom of WALLS 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 Y4 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 r-• � n NOT FIRE-RESISTANCE RATED o HouRs z5 feet risers. bracing, is elevated to or above the base floor elevation plus 1 foot or the design flood elevation, whichever is higher. liw PROJECTIONS FIRE-RESISTANCE RATED 1 HOUR ON THE UNDERSIDE 22 feet to <5 feet R311.7.8 Handrails shall be rovided on not less than one side of each fli ht of stairs with four or more risers. 2. CEILING JOISTS TO TOP PLATE THREE 8D COMMON. TOE NAIL H ri o ri p 9 2. Basement floors that are below grade on all sides are prohibited.R 322.3.3Foundations. Buildings and structures erected in ¢ ry N � N °� 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 (NOT ATTCHED TO RAFTER), LAPS THREE 16D COMMON FACE NAIL o N "' °° �i EXTERIOR WALLS- DWELLINGS WITH FIRE SPRINKLERS lowest tread. OVER PARTITIONS 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 RAr'TERS THREE 10D EACH FACE NAIL FIRE-RESISTANCE RATED 1 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 WALLS inches and the walkline radius is not reater than 2 inches. Each tread shall have a de th 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 94 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 underside of the roof sheathin , 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. TWO OM COMMON. END NAIL 9 8. STUD TO STUD (NO AT BWP) 16D COMMON AT 24"O.C. FACE NAIL includin 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 for walls not more than 36 g, STUD TO STUD AT BRACED WALL PANEL U) 9 ( ) 16D COMMON AT 16"O.C. FACE NAIL Z Z Z Z Z Z R302.2.4 Parapets for townhouses. 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. 0 0 0 0 0 0 1. The aro et shall extend not less than 30 inches above the roof surfaces. horizontal (12.5 percent). Exception: Where it is technically infeasible to comply because of site constraints, ramps shall Exceptions: 10. BUILT UP HEADER, TWO PIECES 16D COMMON AT 16"O.C. ALONG EACH EDGE FACE NAIL cn in � F0 u> � P P Tied in the recedin 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 11. CONTINUOUS HEADER TO STUD FOUR 8D COMMON." TOE NAIL Exception: A parapet. is not requ p g as tested in accordance 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 of the mezzanine area. 12. TOP PLATES TO TOP PLATE 16D COMMON ® 16 0/C FACE NAIL inkier s stem fire-retardant-treated wood for a distance of 4 feet on each side of the wall or walls or one layer of 5/8 inch Type X gypsum to allow passage of a sphere 4 inches or more in diameter. 2. In buildings that are not more than two stories above grade plane and equipped throughout with an automatic spr y in accordance with Section R313, a mezzanine shall not be re uired to be o en to the room in which the mezzanine is located. 13. DOUBLE TOP PIATES SPLICE 8-16D COMMON FACE NAIL � ' board is installed directly 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 on operable window opening is located less than 24 inches above q P ON EACH SIDE OF END JOINT (24"MIN LAP SPICE o 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 reater than 72 inches above the finished rade or the other surface below on the exterior of the N g 9 R401.4.1 In lieu of a complete geotechnical evaluation footings shall be placed on rock, sand gravel and/or gravel, sand, si►ty sand, LENGTH EACH SIDE OF END JOItIT) �_ any openings or penetrations in the roof are not within 4 feet of the common walls. buildin , the o erable window shall corn I with one of the followin o g p P Y 9� clayey sand, silty gravel or clayey gravel with a presumptive design load bearing value of 2,000 PSF. Do not place footings 14. BOTTOM PUtTE TO JOIST OR BLOCKING (NOT AT BWP) 16D AT 16"O.C. FACE NAfL `" 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 albove 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. TABLE R402.2 Concrete: A 28 day minimum compressive strength (f'c) is required at the following locations: deck shall have not less than a 1-hour fire-resistance rating. The wall shall be rated for exposure from both sides. 15. BOTTOM PLATE TO JOIST OR BLOCKING AT BWP 2-16D AT 16"O.C. FACE NAIL R302.2.6 Structural independence. Each individual townhouse shall ti structurally independent. 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 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 Z F� 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, LAr� AT CORNERS + INTERSECTION 2-16D COMMON FACE NAIL 4+ 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 5. Townhouses se 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 P 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 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 5.: 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 wa►Is, 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 W m li shall extend to and be ti ht a ainst the exterior wall, and wall terns. Townhouses havin a hei ht of three stories above rade plane shall be R 403.1.6 Foundation Anchorage: Wood sole plates at exterior wolfs on slabs and all wood foundation wall sill plates shall be anchored W � Building Code. Fire-resistance-rated floor/ce1ing and wall assemb es 9 9 R313.1 Townhouse automatic fire sprinkler sys 9 9 g with X 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 RAFfE:R. FACE NAIL � � v w assemblies shall extend from the foundation to the underside of the roof sheathing. equipment throughout with an automatic sprinkler system. (led in 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 I- Exceptions: R313.1.1 Design and installation. Automatic residential fire sprinkler systems for townhouses shall be designed and insta There shall be a minimum of two bolts er late section and located not more than 12 or less than 3.5 from the end of 31. WOOD STRUCTURAL PANELS: SUBFLOOR, 6D COMMON (WALL) 6 o/c at edges and 0 � U o 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. e P ROOF, AND WALL SHEATHING TO FRAMING 8D COMMON (ROOFS 12b/c at interior in accordance with NFPA 13. R313.2 One and two famil dwellin s automatic fires stems. One and two famil dwellin s havin a hei ht of three stories above each plate section. Plates shall be protected against decay and termites. Z y g y y g 9 g SD COMMON (SUBFLOOR) supports (see note f) 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. O 0 - w ifs are smooth comma box or deformed shanks exce t where otherwise stated. Nails used far framin and sheathin construction of such assemblies shall have or a ual or reater fire-resistance ratio TABLE R404.1.2 1 a All na n, P 9 9 W o q g 9 R313.2.1 Design and installation. Automatic residential fire sprinkler systems shall be designed and installed in accordance with Section ( ) Z R302.5.1 0 enin 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 P 9 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 pan but not larger than 0.177", and 100 ksi for shank diameters of 0.142" or less. a MAXIMUM UNSUPPORTED 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 d. 4-foot-by-8 foot or 4 foot by 9 foot panels shall be applied vertically ❑ 1��---111 Duct Penetration. Ducts in the arae 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 wAII (�� f. Intermediate supports shall be spaced 6 inches on center for a minimum of 48 inch distance from riidges, eaves and gable end T R302.5.2 9 9 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 s8 ONE NO. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY w r F� 0 R302.6 Dwelling-garage fire selparation. 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 v 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) 2x4 wall studs at 16 inches on center with a maximum height of 10 feet shall support a maximum of one floor plus I- 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 assembly. 2X6 wall studs at 16 inches on center With a maximum height of 110 feet shall support a maximum Z g / yp gyp g g / yp gyp 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 Gara a walls: 5 8 inch t e X sum board on aro a side, 1 2 inch t e X sum board ono osite wall side at habitable w h re the ultimate desi n winds eed is less than or a ual to 130 m h 2X6 2 rade s. u su o in a roof load with ¢ areas. Garage ceiling: :i/8 type X gypsum board R314.1 General. Smoke alarms shall comply with NEPA 72 and Section R314. w e g p q p , # g t ds pp rt g Z 0 S read & Smoke Densit Index. R309.2.1: Wall & ceiling finishes shall have a flame spread classification of not greater than R314.1.1 Listin s. Smoke alarms shall be listed in accordance with UL 217. Combination smoke and carbon monoxide alarms shall TABLE R404.1.2(8) Minimum Vertical Reinforcement for 8, 10 and 12 inch Concrete Basement Walls not more than 6 feet of tributary length shall have a maximum wall height of 18 feet when spaced at 16 inches on U` 0 0 R302.9 Flame p Y g 200. R30.9.2: Wall & C;eiling 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. MINIMUM VERTICAL REINFORCEMENT BAR R602.3.2 Top plate. Wood stud walls shall be capped with a double top plate installed to provide overlapping at corners and LU E84 or UL 723. ins. R314.3 Location. Smoke alarms shall be installed in the following locations. SIZE AND SPACING (INCHES) intersections with bearing partitions. End joints in top plates shall be offset not less than 24 inches. Joints in plates 0 : _1 � ,S A&0 R302.11 Fire blocking shall be provided in wood-framed construction in the following locat o 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 �5 OeE T C,y y1, 1. In concealed spaces of stud walls and partitions, including furred spaces and parallel rows of studs or staggered studs, as 2, Outside each separate sleeping area in the immediate vicinity of the bedrooms. WALL HEIGHT BACKFILL HEIGHT 45 PSF PER FOOT OF DEPTH 0 ¢ F F (��) (FES Do not backfill with any soil containing silt or clay. Width Of the studs. �- �4J �� n;-. Q�� (1� follows: 4. Smoke alarms shall be installed not less than 3 feet (914 mm) horizontally from the door or opening of a bathroom that R602.6 Drillin and notchin of dimensional lumber to conform to sections R602.6, R602.6.1, and 1Fi ure R602.6 1 Notchin & Q : � 2 WALL THICKNESS (INCHES) 9 9 9 O 9 -� < 1.1 Vertically at the ceiling and floor levels. contains a bathtub or shower, bored hole limitations for exterior walls and bearin walls fr ure R602.6 2 Notchin and bored hole limitations for interior 2 * �'' 1.2 Horizontally at intervals not exceeding 10 feet. 8 10 12 9 g O 9 W . . " 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. lacement 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 arnd 1.5 inch wide metal tie _ +►ar 3. In concealed spaces 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 U ,_ ri,,,,ir�_-.� 1. Ionization smoke alarms shall not be installed less than 20 feet (6096 mm) horizontally from a permanently installed 9 6 s o 4t NR NR specifications for engineered products. (figure R602.6.1) -� r �.=� r;� �\1 r.� s (q Q` Section R302.7. 10 9 6 0 41 5 0 22 NR 4 h an a roved material to resist the free cooking appliance. eve) alt (��,r }t � ?38�C ^'yO 4. At openings around vents, pipes, ducts, cables and wires at ceiling and floor I PP 2. Ionization smoke alarms with an alarm-silencing switch shall not be installed less than 10 feet (3048 mm) horizontally V ossa a of flame and roducts of combustion. The material filing this annular space shall not be required to meet the ASTM E 136 '", ❑ ' OF NE 'once. NR denotes no reinforcing required. �' P 9 P from a permanently installed cooking apple "� . requirements. " _.w- 5. 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 1Y4 clear from inside face of walls. The center of bars shall not vary from this by more than inch. r ^„, 6. Fire blocking of cornices of atwo-family dwelling is required at the line of dwelling unit separation. cooking appliance. Ut� JOB 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 in accordance with Section R314.3, the alarm devices shall be connected in such a manner that the actuation of one alarm 2 0 1 6 0 2 3 following materials. will activate all of the alarms in the individual dwelling unit. 1. Two-inch nominal lumber. -�r,2. {, }�I a', its. UNITS 9 7 MODEL A l� r � � `). v��,�� w 2. Two thicknesses of 1 nominal lumber with broken lap jo n Section R315 Carbon Monoxide Alarms 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 board. 9 8 MODEL L 6. One quarter inch cement based millboard. 1J 1 1 Z 7. Batts or blankets of mineral wool or glass fiber or other approved materials installed in such a manner as to be securely U W retained in place. COPYRIGHT GRCH ARCHITECTUIRE P.C. 2017: ALL RIGHTS RESERVED TABLE R602.3(3) TRUSS IDENTIFICATION SIGN � Requirements for Wood Structural panel Wall Sheathing Used to Resist Wind Pressures (a,b,c) Z N1101.11.1 (R303.2.1) Protection of exposed foundation insulation. Insulation applied to the exterior of basement walls, crowlspace walls and P2607.2 Pipes penetrating exterior walls. Where a pipe penetrates on exterior wall, waterproof seal shall be made on the exterior of the PART 1265. RESIDENTIAL STRUCTURES WITH TRUSS W e , 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 ;_-1 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 E (mph) 2. A flashing of an approved elastomeric material. 0 � ai MINIMUM MINIMUM MAXIMUM WALL than 6 inches (153 mm) below grade. 9 PP 6" DIA. V m WOOD NOMINAL PANEL STUD SPACING ( ) (Mandatory). P P y pp party p P2801.6 Required an. Where a storage a water heater or a hot water storage tank is installed in a location where water leakage REFLECTIVE RED O .�,.� = SIZE PENETRATION STRUCTURAL THICKNESS (INCHES) WIND EXPOSURE N1101.14 R401.3 Certificate Mandato A permanent certificate shall be completed b the builder or other approved art and posted on q P 9 YP 9 g PANTONE (PMS) IF187 EDGES FIELD CATEGORY a wall in the where the furnace is located, a utility room or an approved location inside the building. from the tank will cause damage, the tank shall be installed in a pan constructed of one of the following: Z V a.. (INCHES) PANEL SPAN (INCHES) (INCHES O.C.) (INCHES O.C.) TABLE N 1102.1.2 (R402.1.2) 1. Galvanized steel or aluminum of not less than 0.0236 inch (0.6010 mm) in thickness. RATING B C D Insulation and fenestration Requirements by Component 2. Plastic not less than 0.36 inch (0.9 mm) in thickness. N O L_ o M co 3. Other approved materials. ~ '}', Imo` COMMON 1.75 24/1 E> 7/16 16 6 12 170 140 135 CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENT SLAB CRAWL A plastic an installed beneath a as-fired water heater shall be constructed of material having a flames read index of 25 or EFLECTIVE � e U > ' - ZONE n U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE & SPACE P P 9 9 P CD 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 R WALL E less and a smoke developed index of 450 or less when tested in accordance with ASTM E84 or UL723. M R WHITE ��+ C,4 >- he wall sheathing and fasteners designed to resist combined uplift and shear (including stories below top story) shall have t g U) 'E N Z - Z V E' � (LO forces in accordance with accepted engineering practice. 4MARIEXCEPT 0.32 0.55 0.40 49 20 OR 13+5h 8/13 19 10/13 10,2 ft 10/13 Section 17101 Scope 1/4" L- Q-co L- rn R802.11 Rafter or truss uplift force. 17101.1 General. The provisions shall be applicable for new construction where solar-ready provisions are required. 1/2" O Q w ca C? For rafters at 16"o/c in 130mph wind speed. Roof pitch > 5/12 Exposure B N1102.2.2 (R402.2.2) Ceilings without attic spaces. Where section N1102.2 would require insulation levels above R-30 and the design of the TRUSS IDENTIFICATION SIGN STROKE U = ,� N 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 M ao Span (ft) 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 eX1NSTRUCIION SHAH CONSISTS OF A CIRCLE 6'IN co Uplift Force # 117 149 182 203 226 247 281 314 without compression. The reduction of insulation from the requirements of Section N1102.1.2 shall be limited to 500 sf (46 ms) or solar DIAMETER,WITH A STROKE WIDTH OF HA2".THE SIGN BACKGROUND SHALL O FOAECGVT WHITE IN Of n Increase x1.09 for pitch < 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. photovoltaic or solar thermal system. COLOR.THE CIRCLE AND CONTENTS SHAH BE REFLECTIVE RED 9l COLOR,CONFORMING TO PANTONE (D R702.3.5.1 Screw fastening. Screws for attaching gypsum board and gypsum panel products to wood framing shall be Type W or Type S in MATCHING SYSTEM(PMS)X187. _ N1102.2. . . P4 accordance with ASTM C 100:2 and shall penetrate the wood not less than 5/8 inch. 4 (R40224) Access hatches and doors. Access doors from conditioned spaces to unconditioned spaces such as attics and crawl O- spaces shall be weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. Section T103 Solar-Ready Zone SECTION 1265.4.SIGN OR SYMBOL R702.4 Ceramic Tile. Exception: vertical doors that provide access from conditioned to unconditioned spaces shall be permitted to meet the fenestration T103.2 Construction document requirements for solar ready zone. Construction documents shall indicate the solar-ready zone. THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BY AFFIXED TO THE ELECTRICAL BOX ATTACHED 702.4.2 Backer boards. Materials used as backers for wall the 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 M THE EXTERIOR OF THE RESIDENTIAL STRUCTURE: PROVIDED,HOWEVER,THAT: IS AFFIXING THE SIGN OR R SYMBOL TO THE ELECTRICAL BOX WOULD OBSCURE ANY METER ON THE ELECTRIC BOX,OR IF THE UiIUTY materials listed in Table R702.4.2, and installed in accordance with the manufacturer's recommendations. N1 102.2.8 (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 TO THE RESIDENTIAL STRUCTURE DOES NOT ALLOW THE SIGN OR SYMBOL TABLE R702.4.2 subfloor decking. three stories or less in height above grade plane and with a total floor area less than or equal to 2,000 square feet (185.8 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 ELECow graTRICAL BOX.THE Z MATERIAL STANDARD down to 10 feet (3048 mm) below 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 O 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 CERIIFICATE OF COMPLIANCE GLASS MAT GYPSUM BACKING PANEL ASTM"C 1178 H ASTM C 1278 N1102.4,2 (R402.4.2) Fireplaces. New wood-burning fireplaces shall have tight-fitting flue dampers or doors, and outdoor combustion air. 17103.4 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 NONASBESTOS FIBER-CEMENT BACKER BOARD ASTM C 1288 OR ISO 8336, CATEGORY C Where using tight-fitting doors on factory-built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested equipment. ROOF TRUSSES SHALL BE DESIGNED OR 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. 17103.7 Roof load documentation. The structural design loads for roof dead load and roof live load shall be clearly indicated on the BUILDING CODE. w construction documents. TABLE N 1102.4.1.1 (R402.4.1.1) 17103.9 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 TABLE R703.8.1 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: Z Air Barrier and Insulation Installation O SIZE OF STEEL ANGLE NO STORY 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 t.3x3x1/4 6'-0' 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 ' ^ .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) 0 u J 1_430/4 8'-0' S'-O" 4'-6" CEILING/ ATTIC THE AIR BARRIER IN ANY DROPPED CEILING/ SOFFIT SHALL BE ALIGNED WITH THE INSULATION AND ANY 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) I-_ 1.50.54/16 lo'-o" e'-o" 6'-0" GAPS IN THE AIR BARRIER SEALED. least one receptacle outlet is required for each cars ace in a arae Z Cn ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE WALL DOORS TO UNCONDITIONED ATTIC SPACES SHALL P q P garage.-o" D = DEAD LOAD, L = LIVE LOAD, S = SNOW LOAD, W = LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL BE DETERMINED IN ACCORDANCE V) 1_60.50/4 14'-0" 9'-6" z' BE SEALED. E 3902.14 Location of GFCI outlets. All GFCI outlets must be placed in readily accessible locations. �J WITH CHAPTER 26 TO 30 OF ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND SPEED (101 MPH BASIC DESIGN WIND SPEED) IN EXPOSURE 1:1 ( a. Lon le of the angle shall be laced in a vertical position. WA-LS THE JUNCTION OF THE FOUNDATION AND THE SILL PLATE SHALL BE SEALED. CATEGORY B. Long g g p P THE JUNCTION OF THE TOP PLATE AND THE TOP OF THE EXTERIOR WALLS SHALL BE SEALED. [� C. Minimum bearing to be 6". KNEE WALLS SHALL BE SEALED. DESIGN LOADS: TABLE R301.7 ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: 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 R703.12 Adhered masonry veneer installation. Adhe masonry PY q DOORS SEALED. THE FOLLOWING LIVE LOADS: ALLOWABLE ASCE7-10 , TCDL = 15 PSF, BCLL=IOPSF, AND BCDL = 10 PSF. PROVIDE ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE NOTED R703.12.1 Clearances. On exterior stud walls, adhered masonry veneer shall be installed: 1. Minimum of 4 inches (102 mm) above the earth RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER ROOF: STRUCTURAL MEMBER DEFLECTION ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. �'-J 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 GROUND SNOW LOAD 20PSF FROM FIGURE R301,2(6) ll- { GARAGE AND CANTILEVERED MINIMUM DISTRIBUTED LIVE LOAD PER TABLE R301.5 Rafters having slopes greater than L/180 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 X inches (89 mm) shall be installed to extend a minimum of 1 inch (25 FLOORS) (FOR SOLAR READY ROOF DESIGN LOAD ADD: 24 POUNDS PER LINER FOOT DEAD LOAD FOR ROOF FRAMING) � 3:12 with no finished ceiling attached TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN O mm) below the foundation plate line on exterior stud walls in accordance with Section R703.4. SHAFT'S, PENETRATIONS DUCTS SHAFTS, UTILITY PENTRATIONS, AND FLUE SHAFT OPENING TO EXTERIOR OR UNCONDITIONED g t0 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. P� .•, 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. wood member abutting the vertical wall stud construction shall be anchored with not fewer than three 5/8 inch diameter by 5 inch 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. �__ W lag screws to every wood stud spacing. Each additional wood roof member shall be anchored by the use of two 10d nails at RECESSED LIGHTING RECESSED LIGHT FIXTURES INSTALLED AT IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO UNINHABITABLE ATTIC W/0 STORAGE: 10 PSF 3. REQUIRED BEARING WIDTHS. UNINHABITABLE ATTIC WITH STORAGE: 20 PSF Floors and Ceilings w/ brittle finish L/360 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. � 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. 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. R703.8.4 Anchorage: Masonry veneer shall be anchored to the the supporting wall studs with corrosion resistant metal ties embedded in EXTERIOR WALL FROM THE SHOWERS AND TUBS. 4.3. BOTTOM CHORD WE LOAD. pp � r mortar or rout and extending into the veneer a minimum 1-1/2 inches, with not less than 5/8 inch mortar or grout cover to ULTIMATE DESIGN WIND SPEED: 130 MPH FROM FIGURE R301.2(4)A Exterior WaIIS With plaster Or StUCCO finish L/180 4.4. BOTTOM CHORD DEAD LOAD. V g ELECTRICAL PHONE BOX THE AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL OR COMMUNICATION BOXES OR AIR SEALED 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. ❑ outside face. minimum tie size= 22 US gage. Minimum tie fastener = Sd common nail. Airspace= Nominal 1" between sheathing & ON EXTERIOR WALLS BOXES SHALL BE INSTALLED. EXPOSURE CATEGORY: B FROM R301.2.1.4 Exterior Walls with brittle finishes L/180 4.6. CONTROLLING WIND LOADS. O veneer. a c. tie shall support ie Size= 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. > �r horizontal) and 24 inches on center vertically. N1102.4.5 (R402.4.5) Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage from seismic provisions of code per Exterior walls with flexible finishes L/180 6. EACH REACTION FORCE AND DIRECTION. y 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR R703.8.5 Flashingshall be located beneath the first course of masonry above finished ground 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 EXCEPT WHERE SYMMETRICALLY U A MIN I RADE A GALVANIZED STEEL PTA 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 pRESUMPTVE LOAD-BEARING VALUE OF SOIL: 2,000PSF Per TABLE LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 G THICKNESS G TES. section R703.8. recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. R401.4.1 Includes soil classes: GW, GP, SW, SP, SM, SC, 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. 6 R703.8.6 Weepholes shall be provided in the outside wythe of masonry walls at a maximum spacing of 33 inches on center. Weepholes shall C402.4 (R402.4.6) Tenant Separation Walls (Mandatory). Fire Separations between dwelling units in two-family dwellings and multiple GM, and CC. 9. CONNECTION 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. I- R703.14.2 Fire Separation. Polypropylene siding shall not be installed on walls with a fire separation distance of less than 5 feet (1524 mm) NOTE: Soils with clay or clay and silt will require a redesign 11. MAXIMUM AXIAL COMPRESSION FORCES B THE TRUSS MEMBERS. I<-_ and and walls closer than 10 feet (3048 mm) to a building on another lot. Section N1103 (R403) of building footings. 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. 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 WOOD FLOOR TRUSS SPECIFICATIONS: Z U R801.3 Roof drainage in areas where expansive soils or collapsible soils are known to exist: All dwellings shall have a controlled method of Y WOOD FLOOR TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF water disposal from roofs that will collect and discharge roof drainage to the ground surface not less than 5 feet from foundation N 1103.1 (R403.1) Controls (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. 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 LT. WT. LIGHTWEIGHT RNG RANGE � nets 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 DTL 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 pa p R802.4.2 Framing details. Rafters shall be framed not more than 1 �z inches (38 mm) offset from each other to ridge board or directly different times of the day. This thermostat shall include the capability to set back or temporarily operate the system to maintain ADJ. ADJACENT ADJUSTABLE � EACH D (EQUATION 16-8) g zone temperatures down to 55'F 13'C or u to 85'F 29'C . The thermostat shall initial) be programmed b the manufacturer / LT. LOUVER R RISER O opposite from each other with a collar tie. 802.3 Ridge board shall be not less than 1 inch (25 mm) nominal thickness and not ( ) P ( ) Y P g y A.F.T. ABOVE FINISH TREAD E.J. EXPANSION JOINT LT. LAUNDRY TUB RND ROUND D + L (EQUATION 16-9) depth than the cut end of the rafter. At Ridges and hips there shall s a valley or hip rafter not less than 2 inch 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 ELEC. ELECTRICAL less in p Y P ANCH. ANCHOR MAS. MASONRY S.C. SAWCUT D = DEAD LOAD, l = LIVE LOAD, 51mm nominal thickness and not less in depth than the cut end of the rafter. Hip and valley rafters shall be supported at N1103.2 (R403.2) Hot water boiler outdoor temperature setback. Hot water boilers that supply heat to the building through one or two pipe ELEV. ELEVATION MAT. MATERIAL SCHEM. SCHEMATIC theridge b a 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. A ANGLE EQ. EQUALLOOR TRUSSES SHALL BE DESIGNED AN SUPPORT THE FOLLOWING DESIGN LOADS: g y g p ARCH. ARCHITECTURAL MAX.MmeMAXIMUM SHLF SHELF TCLL = 40 PSF, TCDL = 10 PSF, AND BCDL = 5 PSF pitch is less than three units vertical in 12 units horizontal (25 percent slope), structural members that support rafters and ceiling N1103.3 (R403.3) Ducts. Ducts and air handlers shall be installed in accordance with Sections N1103.3.1 through N1103.3.8. 0 AT EQUIP EQUIPMENT MDO MEDIUM DENSITY OVERLAY SHT. SHEET joists, such as ridge beams, hips and valleys, shall be designed as beams. N1103.3.1 (R403.3.1) Insulation (Prescriptive). Supply and return ducts in attics shall be insulated to a minimum of R-8 where 3 inches EXP. EXPANSION MECH. MECHANICAL SIM. SIMILAR TRUSSES SHALL HAVE A MAXIMUM LIVE LOAD DEFLECTION OF L/480 AND A TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75". Where ceiling joists or rafter ties are not provided, the ridge formed by these rafters shall be supported by a wall or girder (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 BD. BOARD EXT. EXTERIOR MIN. MINIMUM S.S. STAINLESS STEEL designed in accordance with accepted engineering practices. EE. EACH END STEEL TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN 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 R802.7.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural glue-laminated where less than 3 inches (76.2 mm) in diameter. BM BEAM M.O. MASONRY OPENING SUSP. STRUCTURAL DRAWINGS SHALL INCLUDE THE FOLLOWING INFORMATION: MIL• METAL SUSPENSION 1. DEPTH, SPAN, AND SPACING. members, cross-laminated timber members or I-joists are prohibited except where permitted by the manufacturers Exception: Ducts or portions thereof located completely inside the building thermal envelope. BTM BOTTOM F/C FLOOR COVERING CHANGE SUSP. recommendations or where the effects of such alterations are specifically considered. P P P Y 9 P 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 BLKG. BLOCKING F.D. FLOOR DRAIN N.I.C. NOT IN CONTRACT SOD SLIDING GLASS DOOR 3. REQUIRED BEARING WIDTHS. R802.8.1 Bridging. Rafters and ceiling joists having a depth to thickness ratio exceeding 6 to 1 based on nominal dimensions shall be M1601.4.1. BRG. BEARING $Q, SQUARE olid blocking, diagonal bridging wood or metal or a continuous 1 inch by 3 inch wood strip nailed across FDR• FOUNDATION (NTS) NOT TO SCALE 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. supported lateral) b s g, g g 9 ( ) BRK BRICK 4.2. TOP CHORD DEAD LOAD. o r N CO M N PP Y Y Exceptions: FLR• FLOOR TB TOWEL BAR the rafter or ceiling joists at intervals not exceeding 8 feet. BSMT BASEMENT 4.3. BOTTOM CHORD LIVE LOAD. „ 1. Air-impermeable spray foam products shall be permitted to be applied without additional joint seals. F. FIREPLACE T & G TONGUE AND GROVE CENTER LINE O.C. ON CENTER 4.4. BOTTOM CHORD DEAD LOAD. �L F.R. FIRE RATED TOP OF GRADE SLAB R802.9 Trimmer joist: single header and trimmer for openings up to 4'-O" and doubled over 4'-O* 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 OPER. OPERATOR TGS 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. FILM FRAME TFW TOP OF FOUNDATION WALL Connect with tecos for header joist spans of 6'-O" and greater. not be required for continuous) welded joints and seams, and lockin -t a oints and seams of other than the sna -lock and OPNG. OPENING 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. R806.3 Vent and insulation clearance. Where eave or cornice vents are installed, blocking, bridging, and insulation shall not block the free q y locking-type P C.J. CONTROL JOINT FT. FOOT / FEET TYP TYPICAL button-lock types. COL. COLUMN FTG FOOTING OPT. OPTIONAL T TREAD 6. EACH REACTION FORCE AND DIRECTION. flow of air. Not less than a 1 inch space shot be provided between the insulation and the roof sheathing and at the location of N1103.3.3 Rtton-3 Duct testing Mandato Ducts shall be pressure tested to determine air leakage. COL. CONCRETE O.S.B. ORIENTED STRAND BOARD 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR the vent. ( ) g ( ry)' P 9 TR TOWEL ROD EXCEPT WHERE SYMMETRICALLY GA. GAUGE N1103.4 (R403.4) Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105'F (41'C) COND. CONDITION GALV. OZ. OUNCE TRPL TRIPLE LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. CONT. CONTINUOUS GALVANIZED Section R807 Attic Access or below 55'F (13'C) shall be insulated to a minimum of R-3.N1103.7(R403.7) Equipment sizing and efficiency rating (Mandatory). G C 1/R ONE ROD 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. GENERAL CONTRACTOR UNLESS NOTED OTHERWISE Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on building loads calculated in accordance CONST. CONSTRUCTION GEN. GENE 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 have a 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 GYP. GYPSUM VERTICAL be measured from the tole of the ceiling framing members to the underside of the roof framing members. G.L. GLUE LAM PBD. PARTICLE BOARD VERT. 11. MAXIMUM AXIAL COMPRESSION FORCES B THE TRUSS MEMBERS. O O O O O O N1103.6 (R403.6) Mechanical ventilation (Mandatory) The building shall be provided with ventilation that meets the requirements of the 2015 CANT. CANTILEVER HGT. PL. PLATE V.I.F. VERIFY IN FIELD 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. � 5 _ 5 5 5 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 HEIGHT WASHERLu International Mechanical Code (as amended), the 2015 International Residential Code (as amended), or the New York City PNL. PANEL WITH * DRAFTSTOPPING: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR-CEILING Of cr hallwayor other readily accessible location. Where located in a wall, the opening shall be not less than 22 inches wide by 30 CLG. CEILING HDWR. HARDWARE W/ Construction Codes, as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have C.M. CROWN MOULD HORZ. HORIZONTAL,HORIZONTALLY PWD. PLYWOOD WD WOOD ASSEMBLY, DRAFFSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DRAFTSTOPPING SHALL inches high (559 mm wide by 762 mm high). Where the access is located in a ceiling, minimum unobstructed head-room in the automatic or gravity dampers that close when the ventilation system is not operating. attic space shall be 30 inches (762 mm) at some point above the access measured vertically from the bottom of ceiling framing C.R. CHAIR RAIL HD.WD. HARDWOOD PF. PREFABRICATED WELDED WIRE FABRIC DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING members. See Section M1305.1.3 for access requirements where mechanical equipment is located in attics. WWF MEMBRANE BELOW, CONSTRUCTED SHALL BE PROVIDED IN FLOOR-CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: CDQ HR. HOUR PR. PAIR WO OR W/0 WALKOUT FLOOR FRAMING IS CONSTRUCTED OF TRUSS-TYPE OPEN-WEB OR PERFORATED MEMBERS. `� Section N1104 (R404) Electrical Power and Lighting Systems D DRYER HDR. HEADER PROJ. PROJECT / PROJECTED WINDOW PENNY PSI POUNDS PER SQ. IN. WNDW MATERIALS: DRAFFSTOPPING MATERIAL SHALL BE NOT LESS THAN 1/2 INCH GYPSUM BOARD, 3/8 INCH WOOD STRUCTURAL PANELS. 0 N1104.1 (R404.1) Lighting and equipment (Mandatory). Not less than 90 percent of the permanently installed lighting fixtures shall contain only HB HOSE BIB a Section R902 Fire Classification DBL DOUBLE PSF POUNDS PER SQ.FT. 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 high-efficacy lamps. DIA. DIAMETER I.D. INSIDE DIAMETER roofing shall be installed in jurisdictions designated by law as requiring their use or where the edge of the roof is less than 3 INGR. IN GROUND P.T. PRESSURE TREATED feet 914 mm from a lot line. Class A, B and C roofing required by this section to be listed shall be tested in accordance with Section M1305 Appliance Access DTR. DIRECTION QUAD. QUADRUPLE * TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND MANUFACTURE OF ( ) DN DOWN INSUL. INSULATION (� feet 790 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 ANSI/TPI 1. THE TRUSS DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY I.- UL 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 TO REFERENCE * REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF NEW YORK. Z W R 902.4 Rooftop mounted photovoltaic panel system. Rooftop mounted photovoltaic pa y 9 P TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT WOOD MEMBERS CLAMPED IN RIGID W shall be tested listed and identified with a fire classification in accordance with UL 2703. Class A, B or C photovoltaic panel appliance being inspected, serviced, repaired or replaced. A level working space not less than 30 inches deep and 30 inches wide DWG, DRAWING JT, JOINT REINF. REINFORCING,REINFORCED FIXTURES DURING ASSEMBLY TO INSURE TIGHT FITTING JOINTS. U , 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 * 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 on opening and a clear and unobstructed passageway large RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN O O m 903.2.1 Exposed wall flashing required to have akick-out where the eave of the roof intersects a wall to prevent water intrusion into the enough to allow removal of the largest appliance, but not less than 30 inches (762 mm) high and 22 inches (559 mm) wide and DESIGNED AND INSTALLED TO PREVENT ROTATION AND PROVIDE LATERAL STABILITY IN ACCORDANCE WITH ACCEPTED INDUSTRY PRACTICE SUCH AS W w R P g q THE SBCA BUILDING COMPONENT SAFETY' INFORMATION (BCSI) GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING & BRACING OF METAL PLATE > Y wall assembly, not more than 20 feet (6096 mm) long measured along the centerline of the passageway from the opening to the appliance. 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 Lu I- 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. *REGISTERED MEMBERS SHALL NOT BE CUT, NOTCHED, DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE APPROVAL OFA Z w TRUS yp REGISTERED DESIGN PROFESSIONAL. v � temperatures of 40 degrees Fahrenheit or higher. Ice protection requirements per table R301.2(1). Install ice & water M 1502 Clothes dryer duct maximum length not to exceed 35' from the connection to the transition duct and reduced 2-1/2 inches for GRAPHIC SYMB0LS (D shield at all eaves, gatde 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 * THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND THE TRUSSES. OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY BRACING HAS 0 shield. shall comply with code section M1502 listed and labeled in accordance with U12158A. Exhaust duct size shall comply with code BEEN DESIGNED AND INSTALLED FOR THE INSTILLATION OF THE TRUSSES. LU o section M1506. WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: W9 z 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 ® STRUCTURAL CALL. REFERENCE slopes from two units vertical in 12 units horizontal (2:12) up to four units vertical in 12 units horizontal (4:12), double - All general notes unless otherwise noted on plans or product specifications. LU a slopesa menta unit on rt of required in accordance with Section o fou .1. G2415.7 (404.7) Protection against physical damage: Where piping is installed through holes or notches in framing members and the piping DET DETAIL REFERENCE U - All applicable state & local codes, ordinances and regulations if any. ❑ Y PP q SHT - U r membranes will be perform s halt shingles shall be galvanized steel, stainless steel, aluminum or copper roofing nails, minimum 12 a located less than 1 1� inches (38 mm) from the framing member face to which wall, ceiling or floo m FLOOR FINISH CHANGE In areas where the drawings do not address methodology, the contractor shall be bound top rm strict W R 905.2.5 Fasteners. Fasteners for a p g 0.105 inch 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 gage � ( )� compliance with manufacturer's specifications and / or recommendations. w v penetrate through the roofing materials and not less than '/. inch (19.1 mm) into the roof sheathing. Where the roof sheathing is not less than 4 inches (51 mm) to each side of the framing member. Where the framing member that the piping passes P t 9 9 through is a bottom plate, bottom track, top plate or top track, the shield plates shall cover the framing member and extend not # DOOR HARDWARE TYPE - General contractors and subcontractors to review these construction documents upon receipt from architect I- CD less than /, inch (19.1 nim) thick, the fasteners shall penetrate through the sheathing. and report any and all discrepancies including any dimensional conflicts, immediately to architect for I 5= R 905.2.8.3 lessSidethan flashing. Base flashing against a vertical sidewall shall through 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 - - - inches 102 mm in height and 4 inches (102 mm) in width and shall direct water away from the vertical sidewall onto the roof member. DET DET corrective measures prior to construction. z C0 ( ) 9 BUILDING SECTION r into the utter. Where siding is provided on G2426.7.1 (502.7.1) Door swing. Appliances and equipment vent terminals shall be located such that doors cannot swing within 12 inches SHT SHT - DO NOT SCALE DRAWINGS. DIMENSIONS SHALL BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. � � w or into the gutter. Where siding is provided on the vertical sidewall onto the roof o in g 9 P # PARTITION TYPE - The general notes and typical details apply throughout the job unless otherwise noted or shown. Z � 9 v the vertical side wall, the vertical leg of the flashing shall be continuous under the siding. Where anchored masonry veneer is (305 mm) horizontally of the vent terminal. Door stops or closures shall not be installed to obtain this clearance. n counterflashin shall be G2427.8 A mechanical draft venting system, excluding direct vent appliances, shall terminate not less than 4 feet below, 4 feet horizontally - DISCREPANCIES: The contractor shall compare and coordinate all drawings; when in the opinion of the O provided on the vertical :sidewall, the base flasking shall be provided in accordance with this section and g 9 Y 9 provided in accordance with Section R7 se flashing 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 W W R 905.2.8.5 Drip edge. A drip edge shall be provided at eaves and rake edges of shingle roofs. Adjacent segments of drip edge shall be located not less than 12 inches above finished ground level. adjustment before proceeding with the work. p \EREO RC of less 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 - OMISSIONS: In the even certain feature of the construction ore not fully shown on the drawings, their U 0 �oeeR cJY , 0 overlapped not less than 2 inches (51 mm). Drip edges shall extend n ( ) and extend up back onto the roof deck not less than 2 inches (51 mm). Drip edges shall be mechanically fastened to the roof from any air opening into the building. Such an appliance with an input over 10,000 BTU per hour but not over 50,000 BTU per construction shall be of the same character as for similar conditions that are shown or noted elsewhere on with fasteners as specified in Section R905.2.5. Underla ment shall be installed hour shall be installed with a 9 inch vent termination clearance. ~ �� n r ��F �� deck at no more than 1;2 inches (305 mm) o.c. p y the construction document set. Q : o� over the drip edge along eaves and under the drip edge along rake edges. The vent terminal of a direct vent appliance with an input of over 50,000 BTU per hour shall be located not less than 12 inches - 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 R1001 and the applicable provisions of Chapters 3 from any air opening into the building. W with manufacturers and suppliers recommended installation procedures. _ and 4 of this code. - The architect has not been retained to perform framing inspections and / or field inspection. The architect U ;Co : N "�" 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 weatherozation, water proofing and framing T o236�0 y0� 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 shall be independent of all other systems and shall convey the moisture and any products of combustion to the outside of the with respect to the construction documents. ElOF NE`N building. PURSUANT TO SECTION 69.5 (b) OF THE NEW YORK STATE EDUCATION DEPARTMENT, REGULATIONS OF THE COMMISSIONER Section R1004 Factory-Built Fireplaces g• ("REGULATIONS"), 8 NYCRR 69.5, ENTITLED "SEALS", AN ARCHITECT WHO SEALS "PLANS, SPECIFICATIONS AND REPORTS" MUST PLACE :..... 1. ......• ......• ......•• ......• ........ R 1004.1 Factory P 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 built fireplaces shall be tested in accordance wth UL 127. for use in dryer exhaust duct system. The dryer exhaust duct power ventilator shall be installed in accordance with the A STAMPED WARNING ON THE SEALED DOCUMENT INDICATING THAT: IT IS A VIOLATION OF THE W 0 ANY PERSON, UNLESS ACTING JB NUMBER R 10004.5 Gasketed fireplace doors. A gasketed fireplace door shall not be installed on a factory built fireplace except where the fireplace manufacturers instructions. UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER AND ITEM IN ANY WAY. system has been specifically tested, listed and labeled for such use in accordance with UL 127. 2 0 1 6 0 2 3 R 1006.1 Factory built or masonry fireplaces shall be equipped with an exterior air supply to ensure proper fuel combustion unless the room Section P2607 Waterproofing of Openings Lis 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 97 (MODEL A .l SHEET NUMBER & _ material shall be installed in manner that prevents water entry into the building. Counterflashing into the opening of pipe serving 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. al cellulose shall be written in inches (mm) or markers that are installed at least one for every 300 square feet (28 m2) throughout (D 9 s (MODEL Al ) z the attic space. The markers shall be affixed to the trusses or joists and marked with the minimum initial installed thickness with U) 1__' 2 O numbers not less than 1 inch (25 mm) in height. Each marker shall face the attic access opening. Spray polyurethane foam 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, U - F CONNECT KIN6 STUD5 TO TOP PLATE Z GS__V X it MN. ROOF FRAMING ATTAal TO W FAR WRAP I-1/4"X22 6A 6ALV.COIL STRAP -2x4 OR 2xb CC '' Gf CPPOSN6 FATHERS OVER TOP OF TOP PLATE AND NAIL CRIPPLE STUDS 2 ^ o ATTACS-0 X O 2x ACQ LEDGER W/2-3/8"x5" LAG DBL TOP PLATE ❑ U ATTAUf TO EAGI•I PAR I b"O.G.RAFTERS � ROOF RAPIER, BOLTS o I6"OG INTO STUDS U L SO! PLAN 51MP50N 5TRO146-TIE ❑ a> I0 SEE FLAB 2X BLOCKING O , U A35 o EVERY RR AT 2 END BAYS 2X4 STUD WALL OR6ABLE END � n" CEILING JOIST OR SA _O o t SMpy�STRONG SIMPSON SI'm - - TRU55 BOTTOM CHORD 51M15ON H2 CONNECTOR 0 EA. '� I- ■ -d :3 (h � 5 SIMP50N STRONG-TIE RAFTER TO STUD AND KIN65 U ■ •i"' gD tT TIE 11 SIMPSON STRONG TIE N2 W NAILS DEE- 5 P. RSfRMr 5NWL DE ATfAG FD TO EACH PAR GF CPPG51N6 RAPTtRS. ALTERNATE TO RIDGE STRAPS_TE tv H3 o EVERY RR 8d NAILS TV TYP. �XEPW:RDBE 5fRA"r ft W'IR59W WHEN t4LAI�TES OF PROVIDE 2X4 COLLAR TIE AT (WEEN ALI&ID) 0� o W44AL Vi OR 2X4 LENDER ARE LOGATIEP N THE IPPIR THRD OF THE UPPER THIRD OF THE ATTIC SPACE FOR USE WHEN 5TUD5 AND USE IN COMINAT10N OJLY WHEN 51WS AND ATTIC 5PA(p AND ATTKM TO EW PAR OP RA�iLS W/4-10d NALS MV 4-I0d AT EACH RAFTH� G5-22 STRAP AT EACH STUD,SEE I_ � N� z _ `RAFTERS AL16N IRAFTM25 DO NOT AL16N L5U26 FOR 2x6 DETAIL 4 Z U to� LSU26 FOR 2x8,2x10,OR 2x12 O � n� M U Q W m � FRAMES 1 ❑ _ r- N 00 WI OR (� co NNECTORS RIDGE STRAP DETAIL / RIDGE STRAP DETAIL LU2baSIMPSON ERY C J TIE STUDS bI °R D0°R 0 M (I^lI1N OR WITHOUT COLLAR TIES) LU28 o EVERY GJ STUDS® I6'D.G. � (FOR CATH.CL65 WITHOUT COLLAR TIES) / 3 2x ACCT LEDGER W/3/6'x5'LA6 NO SPE�I=AL FT d 2 NTS. LOCATE AT / N.TS. LOCATE AT EVERY RAPIER BOLT® I6"oG INTO STUDS 5TRAPPIN6 TO BE 1-1/4"X 22 6A I�1NIS REQ F S / 6ALV.,SEE DETAIL 40.ALL STRAPPING -TIE LreS SfRDNS TE IV / SIMISM 91M LU NAILS Tl'P.r IGD MAY DE U" IF APR ED / PORGH -ROOF GABLE END WALL TO BEAR A MIN.OF 10 ON FRAMING. W NAILS TLP °"�I�" An1N615"�. // STRAPP I NCC DETAIL. DETAIL AT ATTIG Z FOR USE WHEN STUDS AND USE IN N'A1�INATION ONLY WHEN STUDS AND (I `RAFT825 DO NOT ALIGN NNiT6=. N75. STRAPPING TO RUN ONTO RIM JOIST,SEE O -RAFTERS AL16N DETAIL q/01(ONE STORY)OR ONTO STUD U AT WALL BELOW(TWO STORY) � ROOF RAFTER HURRI GAME TI E5\\\ • • • F7' 1 7 cn LOCATED AT EVERY ROOF RAFTER \ • 0 Z •' O 02T5. \ ATT I G ST-RAPP I NC DETAIL • N P051'OR CU?5-4. 12 FOR FRAME GONNEGTI ONS o Ln 115E W.,R54 AT I DG DI KTS. • Z M 2ND FLOORPRE- / (2)2x PROVIDE 3"X316"X3"WASHER PLATE AT ALL ANCHOR BOLTS 4-I6d FACE NAILS FROM M9C-45M / STRAPGR 4x SECURED BY WOOD SILL PLATES. KING STUD INTO HEADER ❑ GOLUMN POST TOP ANGHOR 6W START NAILS 51 T5 MAY BE USED IN LIEU OF w Wl RJ6m / TWZEAVE�ROD W WASHER PLATE. 5 NTS. LOCATE AT EV�Y GOU W GIRDER CONNECTION H/2'U'r" PROVIDE 3'X6'XD36'6ALV.STIES.-PLATE IN U, f / 8D OF STIP 6-80 NAILS AT CORNERS AND INTER5EG11N6 F (4)NAILS MN IN r 12-W NAILS AT AT BUTT JOINTS IN 5TRA16W 51'MP5ON L5TAI2 STRAP W/ r mrim(fYPa l - 1 I-�NAI-'`FEV WA115 W432E TIME 51N6i P PLATE OR HEADER 5-I00 NAILS EACH END AT aEAR 6FAN 2X6 KIN6 STUDS(U.O.NJs AGE ONE AT SPANS IF TO 6 FEET1001' ff EACH JACK STUD LBJ6m NAILS " " 24'MINIMUM LAP SPLICE TWO FOR SPANS b TO 12 FET (- J FROVDE MN t3D BorroM 2 T�. 5/e O A307 ROD THREADED 6 BOTH ENDS. THRg FOR SPANS 12 TO Ib FEET 2.X6 JACK STUDS NANJ: PRP-CeJf 3/4'AND V ROD AT 51MP50N STEEL 5TRON6 WALL,SEE PLANS 12-16D MIN.NAILS ONE AT SPANS<6' a � DISrMNca OF T/S eD taLSm ..0111 fl AT ALL SPLICES THO AT SPANS FROM V TO 12' I- IST FLOOR SIMP50N POST BASE NAILS ry • " AT rOTED OTNS HERWISE ON PLAN 0 ABU44 OR ABU6b,SEE PLAN 2X3/a X3 WASHER PL W/NUT EACH SIDE _p (4)NAILS MN N 05-22 COIL STRAP j UPPER STORY 5HEAR °0 n'LLm mea 1 1 - WALL TO 61RDER ALTERNATE ANCHOR BOLT DETAIL @ _ - BELOW GONNEGTION EXTERIOR WALL ❑ W O FLOOR TO FLOOR T I E5 i l FOR 5ET BAGK WALL5 HDU HOLD-DOWNS AND 5T�RON(5 HALL ' DOUBLE TOP HALL PLATE 5PLIGE DETAIL HEADER GONNEGTIIDN 4 N T5. LOCAT M AT EVERY STUD I \\ FOUNDATION �"0 UM EMB ANCHOR BOLT N 7' MINIMUM B B®hBrT OR EXPANSION 13 N.TS. 14 I s I v BOLT W/5'MINIt41M B4�h1EW N.TS. NTS. N.TS. U NOTE \ COL STRAPS UM SEATFNB PIRM-t-d COAIdON(ON x 25"LONG)NNIS. i \\ COL'TRAPS M aEAM10 FIRM IN CChAHON(0151 x 7 I")NAIJ 1 \\\ 6 GoLUMN PAST BOTTOM ANCHOR ALLOWABLE HOLES - \ OGATE AT EVgf2Y GOLUMW 6tRD1=R GONNEGTION TTO VAIrf SD NAIL 0 b'0/0 AT ALL PANEL E06E5 160 NAIL 0 24'0/0 F' U \ MM Od��TGE w� HIP RAFTER, IGD NAIL o 24'0/G .os8 PLYWOOD LVL Headers and Beams Z AS FIR 51MP50N HGP HIP SEE PLAN SHEATHING Microllam® LVL CORNER TIE INTERIOR 1.3E TimberStrand® and (4)Mus MN N LSL hole zone Parallam®PSL 2 x diameter of the y depth (� NOTES WF�E 24'WIDE MINIMUM FULL HEI6K 1 n UMTH(Tl7) WALL RETURN IS PROVIDED AT BUDS OF I hole zo largest ole(minimum) 0 ZEK BRACED WALL LINE THE 8000 HOLD"MAY 1 Y• ❑ BE 131MINATED. PROVIDE TWO(ONE AT EACH 13/4' IZ LBJ6m ) 8D NAIL o b"0/G - _ _ - 51M 65-22 STRAPS PER DETAIL 4 IN LIEU OF I 51MPSM BP WA ER ````J INTERIOR LSTA36 STRAP 5HOV�N IN THE DETAIL NAIL SHEATHING TO ° o AT ALL PANEL ED6E5 d 01 - T SILL PLATE W/8d 2X ACQ SILL PLATE. DOUBLE EXTERIOR GYPSUM BOARD o ° o NAILS a 410/6 SILL AT FULL EASEMENTS 5/8 DIA STEEL ANCHOR J 1'MINIMUM BOLTS MAX 2-b"OC- - -- - - - fx b f1AT W& ME NAIL N9 12"0/G AT ALL Micraralla LVL and BCED ENT EXTEND BOLTS MIN.1'INTO G5-22 COIL STRAP �TO RVIR MEhIBERS NOT AT PANEL ED6E5 Parallam®PSL allowed hole zone PDN.WITH T16HTE V NUT 15!32"05B OR 3'x 3'WA5FE2 TO EACH BOLT. (2)2 x A A(4 SW-6N LTP4 PLATE NAL®TO arsm 0L 9W 15/32" Y span 04 C ,17INBAR PROVIDE TERMITE SHHIE D SILL SILL INSIDE CORNER OUTSIDE CORNER UGIr d .3E TimberStrand® LSL allowed hole zone d >--LSTA36 W/10-IOd NAILS LOCATED 2'TO b' SEAL AV MAINTAIN 8'MIN RILL AND SILL RATE A 016 AT FKtt RN�e rA� PLYWOOD SHEATHING 1 INTO STUD ABOVE AND FROM WD TO FINISHED 6RADE VN1EY JKX NfBtFLTS BELOW(2 EACH GORAlEW FROM TOP OF WALL NOTES ��TAq.0��YYl`GAl PLAN VIEW PLAN VIEW � � o � ao General Notes a N N N Tall=29800 COIL STRAPS UNDER SHEATHING PROVIDES bd COMMON(0.131 x 25"W%)NAILS.COIL EXTERIOR WALL TOP HEADER MAXIMUM ROUND • Allowed hole zone suitable for uniform) hoaded O N M Co N 5l3 FOUNDATION PLAN STRAPS OVER SHEATHING PROVIDES IOd COMMON(0.131 x 3'LONG)NAILS. tE EXTERIOR LAY-OSIER OR EA4LSE Y A""'ILLEY "'` '"' 'I" ' ' ��N� DEPTH HOLE SIZE headers and beams only. y PLATE HIP GONNEGT I ON 4%" • Round holes only STRAPPING DETAIL WALL FRAMING 5y" 1%" • No holes in cantilevers. nd STORY CORNER GONNEGTOR5 V.�CPIGAL ANGHOR E1O T STUD TO RIM JMT �S SO SILL PLATE 18 7y4'to 20" 2" • No holes in headers or beams in plank orientation. S. LOCATION A5 NOTED a N.TS. LOCATED I� Mrs N.TS. N.TS. LOCATED AT EV!IRY CZ RNER NTS. See illustration for Allowed Hole Zone DO NOT cut,notch Or drill holes In headers except as Indicated in illustrations and tables. tit A MINIMUM OF TWO BRACED WALL LINES MHU ARE REGUIRED IN EACH DIRECTION OF A BUILDING. BWL'S SHALL NOT BE SPACED 15TE D STRAP AND WAIL SFFATNN6 (l MMIS PD AND WALL avTbw n O O O O O O MORE THAN 60 FT APART. WALLS WITHIN A BNL SHALL NOT BE OFFSET By MORE THAN 4 FEET FROM A OHL. BWL L0GATION5 ARE F TO TOP m PONY WA1 1"Usw-��1 I � TO TOP GP Pow WALL r USIEP i � � j j j j INDICATED ON FLOOR PLANS NOTw w w w w 2 FT MAX PONY WALL MAY BE 1 I 2 FT MAX PONY WALL MAY BE - W tY M tY Of Q� %MDITIZ tIGLDOfVN AT 66-W DR 4 G0 A BRACED WALL PANEL(BHP)SHALL BEIN W14EITHIN 10 FEET OF EACH END OF A BHL. 1DISTANCE BETWEEN ADJACENT PLACED ON TOP OF HEADER PLACED ON TOP OF HEADER WNL EW PWS(TYPE A)IVU,AS WAUREP EDGES OF BHP'S SHALL NOT BE GREATER THAN 20 FEET. THERE 5HALL BE A MINIMUM OF TWO BHP ON EACH BHL EXCEPT AT ®� AT DWA61212 WNL DETAdS G AW D. WALLS<16 FEET LONG MAY HAVE ONE 48"OR LONGER BHP. BHP'S ARE TYPICALLY 05-W5P SHEATHED BRACED WALL PANELS ® TO OF (TYPE A)OR GYPSUM BOARD 65(TYPE B). PROVIDE TYPE G,D,E,OR F PANELS A5 NOTED ON PLAN WHERE BHP TYPE5 A 3 I/2'WIDE LVL FEAD6R(5ff PLOW LO N m - 15-0 NAJS AT DTT1Z AND B DO NOT QUALIFY DUE TO MINIMAUM LENGTH REQUIRENENT5 OR ADDITIONAL CONTRIBUTING LENGTH OF BHP 15 REQUIRED. GONTIAIIOIlr OUf��IL7E PANG 0 N ® BWP TYPES ARE INDICATED ON FLOOR PLANS. r/� m 318'0 THREAD®ROD _ NOTE,WHERE 24WIDE MINIMUM FULL HSISHT v J / 05-149P CONTINUOUSLY SHEATHED BRACED WALL PANELS(TYPE AV SHALL MEET z Iz THE MINIMUM LENGTH REGUIREMENT5 OF TABLE RbO2.105. NAIL Ne'MINIMUM WALL OUTSIDE IN DEEP HEADER O G014T1 KIEE N6 STUD(SFLAW OU'51DE KING STUD(SEE PLAN)) PMH SHEATHING WITH 8d NAILS®b"O/G OX AND 12"O/G(FIELD)AND PROVIDE 2X WAIL RETURN 15 PROVIDE?AT ENDS OF FASTEN J'SHEATHING TO HEAJER W FASTEN j'5HEATHING TO HEADER W/ Z CS+6P BRACED WALL LINE TIE 8000 BLOCKING AT ALL UN5UPPORTEO PANEL ED6E5. PROVIDE 600 POUND HOLDOI^W HOLD"MAY BE ELIMINATED, PER DETAIL 19 15D OR 20 AT ENDS OF BRACED WALL LINES THAT DO NOT HAVE NAILS 0 3'O/G IN EACH DIRECTION a 8D NAILS a 3b/G IN FAGH DIRt�T1oN WALL MIN PANE W EITHER A 24"MINIMUM FULL HEIGHT WALL RETURN OR A 46'MINIMl1M BHP. a SIMPs, ND w ON LSTA24 STRAP ON BOTH SIDES A5IMP50N LSTA24 STRAP ON UNSHEATHED FE16HT(FT) WIDTH�' TRIM TOP OF PAtB AS f•26GtU �T � O EACH OF HEADER TO JAG:STUD WA I6-M NAILS FACE W/16 IOD NAILS 9 � b I/4'5D5 SCRB45 O F"'1 TABLE R602.105 MINIMUM LENGTH REQUIREMENTS OF CS-W5P } Co FASTEN TOP PLATE TO HEADER NV 2 F FASTEN TOP PLATE TO HEADER MV 2 H , -� 0 G=I4000SL.Y SHEATHED BRACED WALL PANGS t� RAHS OF Ibd NAILS 0 3'O/G zo ROWS OF 16d NAILS a 3V/r, � 10 11 8. BpTl1�5 STRAPS P�PAS W Y WALL AJAGENT CLEAR MINIMUM LENGTH of O U0 6i HE16HT(FT) OMHE16HT BRACED WALL PANEL (2)JACK 5TUD5 MIN.OR PER PLAN p (2)JACK STUDS MIN oR PER PLAN 12 42' p r Is.� _ --51MP°�ON CM COUPLER NUT <64' 24' H- Fo BLOCKING AT PAtEL ED6E55155 v U � $ 64"TO 80' 32' BLOCKING AT PANEL E06M O BLACKING AT PANE EDGES PANEL. 5155YSPA6 IS PUlM95B Z LU 50,TO 46' 36'+ " ~ PANH SHALL WAVE A LENGTH t'OF NOT ~ PANEL SHALL HAVE A LEUCIN`L'CF NOT <64" 2T' GYPSUM BOARD 6B BRACED WALL PANELS(TYPE B)SHALL BE � LESS THAN 16'FOR OtE STORY AND 24'FOR U) F �I /8'0 ANGHbR BOLT OR 48'MINIMUM IN L EN6TH ON BOTH SIDES tOF WAIL PER TABLE p LESS THAN 16 FOR 8 FT WAI 118 FOR 4 O FIRST FLOOR OF TWO STORY APPLICATIONNOTEW n O q b4"TO 80' 30' O FT WALL,AAD 20'FOR A 10 FT WALL SEE 00 SEE PLAN FOR ACTUAL LENGTH. BOTH ENDS OF HEADER ❑ 1�1 z ADHESIVE ANGHIOR 80'TO qb• 41" Rb02.1O5. 5EUREV GYPSUM BOARD WITH 6d COOLER NAILS, J DETAIL APPLIES TO (b4 30' Dql5NX8602.1 IYe'GYPSUM BD NAILS,OR Oq8"X 19/6 ANNULAR RINGED PLAN FOR ACTUAL LBJ6TM. IF HIDTH TO HE16K DIMB510N5 ARE < IF HADTH TO FEI6Hf 0I4360H5 AREEMIDED THEN DETAUL'P TO BE 1158J. ❑ Uj •.• 10 64'TO 80' 30' NAILS o 1101r,(ED6E5)AND 1001C, f (FIELD). BLOCKING 15 NOT EXCEEDED THEN DETAIL 'TO BEM. i p•- N30'TO qb' 38' REQUIRED AT UNSUPPORTED PANEL EDGES WHEN PANELS ARE IF CONTINUOUS HEADIER • INSTALLED HORIZONTALLY. PROVIDE J015T OR TRJ�fi OR FULL BOTH DOPE NIN65 THEN MUDDLE WALL +Partial credit for panels 36"to 48'wide per R602.1052 HEIGHT BLOCKING DIRECTLY ABOVE AND BELOW TYPE B WALLS. ONE,AGK AND KIN6 STUDS ONE JACK AND KIN6 STUDS BRAGItiS 15 NOT READ "L• EQUTAL TO w TYPI GAL HOEDOWN DETAIL AT CONTINUOUSLY SHEATHED WOOD FASTEN 1/16'SHEATHING TO EACH STUD FA51EN 1/16'SHEATHING TO EACH STUD TWO KIN5 STUDS or > 12" GYPSUM BOARD "GB" -TYPE B 1L AND SILL WA 8D C044%NAILS 0 3'0/G AND 5111 WAaD COMMON NAILS a 3"0/0 Co FRAMED FLOOR A STUCTURAL PANEL "CS WSP" -TYPE A (� o o NOT TO SCALE PER FIGURE R602.10.5 NOT TO SCALE PER FIGURE R602.10.5 - - FA51T377l16'SHEATHING ro STUD AND GLLW/BdNAILS 04'OIC w PORTAL DETAIL"G'ONLY APPLIES SIMPSON HIM HOLD"W/6-1/4' � � 0 SlMfix.�ON HDIb FIOLDOYfN W/14-114'505 Z U N T5. TO 2 FT TO lb FT WIDE OPENIN65. SCR6,15 N DOUBLE END STUD SD5 5CREM IF NO FLOOR ABOVE. TABLE 602.103(1)BRACING REQUIREMENTS BASED ON 140MPH TABLE 602.10.3(2)WIND ADJUSTMENT TO HixU4 5,15 IF W/IO ABOVE U' O WIND SPEED,EXPOSURE B,30 FT MEAN,ROOF HEIGHT,10 FOOT REQUIRED LENGTH OF WALL BRACING. 2-1/2'0 ANGIOR BOLT OR EXPANSION 5U2&15 IF FLOOR ABOVE. PANt3 TO 51T DIRECTLY ON TORP OF - CONCRETE FOUNDATION WALL ffR ON VM�IGtDOAM AT Ce,-WSP WJ6W WALL HEIGHTS,AND 2 BRACED WALL LINES ADJUSTMENT STORY CONDITION ADJUSTMENT BOLT WITH 2'X2'X'�'PL WASTER 1/2'0 ANCHOR OR E�AN51oN BOLT W WNL ENP PM 16(TYPE&HPU A5 REaW BA5ED ON SUPPORTING FACTOR OVER p FRED A C ® AT pRK®WNL DEfNS G AHD D. GOVT 04 BAR CONT IN TOP OF CONCRETE CONCRETE 2-1/2'0 ANCHHOR OR EXPANSION BOLT O ti D STORY $WL SPACING METHOD 6B 04 BAR CONT IN TOP OF CONCRETE 03'TIE U la BERT y� a® SFEATHIN6 F)VOS URE CATEGORY ONE STORY G 1.2 FOUNDATION 4i n - n FOUNDATION FOIIHDATiI)rN F- 2 p F m S-IOD MALS AT DTTIZ TOP 10' 25' S5' E>ff'05URE CATEGORY ONE STORY D 15 >R4 BAR DONT IN TOP AND BOTTOM Q ' �y � m EXPOSURE CATEGORY TWO STORY G 13 PAa5-18 ANCHOR BOLT OR 3e'THREADED OF GONGRETE FOUNDATION 51h1Pf,ON 581/8X24 OR PART-18 ANCHOR W TOP 2O' S.O1 10.0' EXPOSURE CATE60RY TWO STORY D Ib EXTEND WALL SHEATHING OVER RIM JOIST ROD W/WASHHL PLATE,` DETAIL 15/DI BOLT OR Yo"THREADED ROD, W PA85 18 ANCHOR BOLT 0R fie' SEE DETAIL 15,/DI = s OVER RAD W/WABIER PLATE,SEE DETAIL 150 U :y i ROOF SAVE TO RIDGE ROOF ONLY 15 FT 1.3 PAM®6E FRAMED U) o TOP 30' 7.01 14'5' WALL PORTAL DETAIL TYPE D ONLY APPLIES TO b FT TO IB FT WIDE OPENINGS. ROOF EAVE TO RIDGE ROOF ONLY 20 FT Ib (�- FLOOR PANEL HAS C.ONTRIBUfING LENGTH OF 4b'TOWARDS R602.102%)MINIMUM LENGTH WALL TO 13E USED ON FIRST FLOOR APPLICATION ON.Y.PAAB HI45 023810 y0 SIMPSON STRONG-WS411 RF�tl11fRE5 EN6IA�ED DESIGN TO �' TOP 40: 4A' 185' ROOF SAVE TO RIDGE ROOF+I FLOOR 15 FT 1.15 REQUIREMENTS FOR BRACED WALL PAt4cL5 AT BRACED WALL LINI-5. MW L TO BE GONIRIBIJTIN6 LENGTH OF 48'TOWARDS R602JO-M, MINIMUM LH316TH TO DETHthlltg PAHI�SIZE Atm ANGIOR BOLTS FOR ❑ ^' ROOF EAVE TO RIDGE ROOF+I FLOOR 20 FT 1.3 M ON FftT FLOOR APPI"TWN ONLY. REMIRB43NT5 FOR BRAGM WALL PANELS AT BRACED WAIL LINES. OF N EV' ACTUAL HORIZONTAL DESIGN WIND LOAD AND GOwITION TOP 50' 11.01 23.0' ROOF EAVE TO R106E ROOF+2 FLOOR 15 FT 1.1 ROOF EAVE TO RIDGE ROOF+2 FLOOR 20 FT NP JO NUMBER TOP 60' 13.0' 215' WALL HEIGHT ANY STORY 8 FT O.q CONTINUOUSLY SHEATHED PORTAL PORTAL FRAME WITH HOLD-DOWNS ALTERNATE BRACED WALL PANEL "ABW" SIMPSON STRONG WALL 31WO ANGFIORBOLT OR WALL HEIGHT ANY STORY q Fr o.as DETA�scp PE F 2016023 AI Es1vE BOTTOM of 2 10 s.o l05 WALL HEIGHT ANY STORY 11 FT IDS FRAME "CS-PF" DETAIL - TYPE C "PFH" DETAIL - TYPE D DETAIL - TYPE E o...,n is S : WALL HEIGHT ANY STORY 12 FT I.I (� NOT TO SCALE PER FIGURE R602.10.6.3 °�':.:•:n; ':�R. " BOTTOM OF 2 20 4.0 14.0 v D NOT TO SCALE PER FIGURE 8602.10.6.2 NOT TO SCALE PER FIGURE 8602.10.6.1 NOT TO ER ENGINEERED METHOD W HIlM1Bfi2OFBMLPBtPLANDIRECTIONATSTORY 3 1.3 Q SHEET NUMBER BOTTOM OF 2 30' 13.0' 275' N1MiBtLit OF BNL PER PLAN DIRECTION AT STORY 4 1.45 BOTTOM OF 2 40' 17.0' 36.0 N1f�OF SK PER PLAN DIRECTION AT STORY 5 OR MORE Ib GYP BD FIN15H OMITED FROM INSIDE FACE OF BIAP 1.4 (_2_1_� BRACED WALL PANEL DETAILS HOLDOI�N DETAIL AT SLAE3 BOTTOM OF 2 50' 21.0' 44.0' APPLIES TO MET 00 G5-W5P ONLY Z GYP 13D FASTENING ANY STORY 4"O,G o, UNITS 97 (MODEL Al ) 98 (MODEL Al ) 0 NL,TS BOTTOM OF 2 60' 25.0' 525' APPLIES TO METHOD 66 ONLY D 1 NOT TO SCALE W W ❑ COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED Z C ' W P�1 E �• � 6".2"x4"d1X." TYI'.EXTERIOR wNl p �d V U 2'x4"AlfR166ER5®I6"OL.- 1 Z FFACP%FMT 4 4. p N o L + 4 -F.-I U RI06B TO AL16N RID6E5 TO ALIGN (2)1x6 Ei AO#CIN6 1 PD MXK F11..WhO F- I>Y TPYPOM OR EqK U) V 2'5 cd Lo RIDGE VENT RIDGE VENT 6 6 (x8"TTtM p L- a�c (1°)) TYPICAL ROOFING: rxb"FASCIA V o N TYPICAL ROOFIN6: ARCkfITEGTURAL 5HIN6LE5 ❑ _ ARGHITEGTURAL 5HIN6LE5 154 FELT VVERLAYMENT 154 HI T TWALAYMMHIN6L AZB:7RM I/2'PLYWOOD SHEATHING I/Z"RYWOOD 51fATHM6 M U2 PLYWOOD 5HIll 6'AZEK TRIM 6. ch I"x4"Tiw co AI.i 12 12 12 � 12 12 DENTIL BLOCK 41711I.NX6 B PENTIL BLOCK•DTLBbxbxB 12 12 BY TYPON'OR EGVAL BY'FYPON'OR EQUAL 12 I b'AZEK TRIM b' 12 12�`-� 6, b, b'AZEK TRIM GABLE END DETAIL OH. -�12 12 OH. OH. , N.T.S. OH. IN 8 AZB:RAKE BD W/ Z F � IN 8'AZEK W11�BD W/ � b'AZEK T12M Lj m m 12 IN 3'AZEK TRIM(TYPJ u' O L^ 15t 3'AZEK IMM(fYPJ 12 `-'yl-+—+ 2 12 ROOF BRFAK RfJOF BREAK ~ b b'BUND FL 'M46 b'H16H BLINDII b'BLIND FLA5HIN6 r U I - LjFLA5HIN6 rr _ — — — — 5TANDIW6 SEAM i' STANDING SUM — '„ METAL ROOF c� METAL ROOF _ FASUA BD _ rs z ALIGN 6 BUND BEDROOM#2 PL MT O BEDROOM 42 PL FIT b FLA5MIN6`^' - A5GIA5 BFRIE2EBD. FASGIA5FlA5F1IN6 = r�l-00' 11-00• 014. OH. Ln 317: 1 LL 0. L 11 110' OLJLJ LJL- H. 11-0rA4 O L J ' OH. OH. r0q,`1 �1:12 •i I � �' I I � I® ® i i I'Xb"AZEK ❑ Q re Q = TRIM BD j I I l I �6IQ ® rW OVER GIRDER I i i I dQ vQ I Q c H ff jj Qr I I 11 I l I 111 11114 -�� II � � I I II IIfill III 141.1.141 II FIN. 1ST FLOOR I FILNO 1058 FIN. IST I FIN.I5T FLOOR Li ELEV= 0'-0' EL EV= O'-0" ' bx6 P.T.POST NTH SIMP50N I I I I I W523/6 POST GAP ANCHOR t IP.T.POST MTN SHP" 10'SQUARE 382 PERMA CAST 10 SGXJARE I�t6 PERMA CAST 86523/6 POST GAP ANCHOR t I COLUMN P 4 13A E SQUARE COLUMN 446382 W/SQUARE 51MP50N AeU66 Post BASE 51MP5oN ABWb POT BASE FLAT GAP E BASE(OR EWAL) I I I I I I I I FLAT GAP t BASE(OR EQUAL I ~ - CORNER COLUMN TO BE (TYP-ALL COLUMNS) (tYP ALL GOI.UMNS) PROVIDED NV SPLIT KIT I I I I I I I I PROVIDED Wim/SPLITKITKIT I � o m I I I I I n I I I ❑ w O II I _ _ _ _ _ _ _ _ _ _ _ __ _ _—_ I _ _ _ _ __ _ I - - — _— - - - - - - L - - - - - - - - - - -`- - - - - - - - - - - - - - - - - - - - --� -- - - UNFINBSMIFLOOR urIFINBSMTFLoaR - - - -- - - - - - - - - - - - - - - - - - - -- - -I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - -11� - - - - - - - - - - - - - - - - - - - - - - - - -� - - - - - - - - - - U FRONT ELEVATION d I-�RONT ELEVATION 5A611 P-0, 3Ab _ \/ UNIT 9 7 Z UNIT 98 Z) W2 U MODEL Al (HOLLY)- MODEL Al (HOLLY) ° o RID5G1i TO ALIGN 6i RID6E5 TO AL16N 6 WISE VST D N M ao CV R06E VENT N _ F' M N h N CO r; 12 12 t 05 t 135 12 12 CRICKET BEYOND GRI BEYOND 3135 t 135 I z z z z z z AL1 12 0 0 0 0 0 0 12 12 I 12 c� cn c� to cn tO 12� I 12-�—ICOI 1OH� 12 OF{ OH i-12 INSTALL ICE t WA1H2 SHIELD INSTALL K.E t HATER SHIED 12 12 12 I SPBGIFIGATIONS TO MAINTAIN m 12 PER MAWAGTURERS PER MAN9FAGTURER5 1 SPEGIFICATION5 TO MAINTAIN 12 • PRODUCT WARRAMY ix8 FASCIA W. PRODUCT WARRANTY = yam, o 'BLIND 6'AZEK b"BLI APPLY ICE t WATER SHIELD IN FAIR N6 FRIEZE ED. 11 1 1611,FUSHI APPLY ICE t HATER%MID IN FAIR - MEMBRA WHEN T AIR,ROOF DECK AND MFATHH3t NH31 THE AIR,ROOF DECK AND MEMBRANE ARE AT 181f'ERAlURES OF 401E (5'G)OR HSH ER MEMBRANE ARE AT TEMPERATME5 OF 401E — — — (5'G)OR RISHER. MSTR BRKFST f'L MT — — — — MSTR WE 06m"mmmm=wm PL HT PL HT5DRM BRKFST PL HT I'-0' 11"0 W (♦ J 1OH. I'-0' 11�'' - 11{)' 1111 11-111 OH. LINE .. EXTERIOR HALL _ OH. 11-0' 1'-0' ® I IW44 ','.',' _ EXTERIOR HALL p O m HARDIPLANK SHINGLE 5H71NI6 i SOFFIT OR OI I rs 50FFIT I - HTYVEK ARDIPOR E 5HIN6LE 5OIN6 -TYVEf:OR EQUAL i ® J I I rs !E rs I -1Ab 058 5�TTHING w ~--�I W lil -6'-IA6'OfflB 51EATIN1N6 5 I �' Ii' - = HH1 1 i J I -b'R-21 BATTS U i I 2xb HDOD STL a ib'OL- ~ -2x6 HOOD 514051 Ib Ob. 41 Q I . I Q -b'R-21 BATtS �' L-1 Ll 4 41 ,A i LL, = 4 O III.LLL vQ HALA`6E ' i I > Iw- BEYOND. l Z I I ^1 11 I W I I FIN. 15T FLOOR ❑ W Lu FIN.IST FLOOR IN0105RT FIN. IS ELEV- 01-0° 2020 NY5T2G-624218("h) ! 1 = N VENT►N6 5Y5TEM TERMINATION LOGATION: THE VENT' bxb P.T.POST NTH 51MP50N IN'IJT OF IO,000 BN PER HOIUR MW OR LE55 WALL BE CD I fl i II ( Ix4 AZEICITRIM I I I I 8G523/b P05T GAP ANCHOR t IiNAI OF A DIg2EGT VENT APPLIANCE NIH AN W bx6 P.T.P05T NTH 51MP50N 10 SQUARE HBt6 PERNNA CAST III I n I I I I I 10 SQUARE F�t6 PERMA CAST BG52-3/b POST GAP ANCHOR t I I I I 1x4 AZEKITRIM I III I II I I COLUMN 446382 YU SQUARE 5MPWN ABUbb POST BASE LOCATED AT LEAST b'FROM ANY AIR OPENING INTO A f- } SIMPSON ABUbb POST BASE COLUMN 448382 W/5GUJARE III I II I (IYP-ALL GOLWN5) I I FLAT GAP t BASE(OR EQUAU I I ( I III I III I I I I I I it I II I I I I FLAT GAP#BASE(OR EQUAL) I I (n'p-ALL COLUNtIS) BUILDING,AND Wr AN OVER 50GE NTH AN HNI'UT OVER 10,000EC� m -CORNER COLUMN TO BE III 1 III III I III -CORNER COLUMN TO BE BTU PER HOUR BUi NOT OVER 50po0 BTU PER HOUR SHALL D _z w I E6RE5s I I J � I I I IIS I III I I I PROVIDED W/SPLIT KIT I I I INSTALLED NTH A A INCH vETvr Tfl2N11NATION CLEARANCE,AND � PROVIDED W/SPLIT KIT I II I NII I ( NNH70W I AN APPLIANCE HITH AN INPUU OVER SOp00 BTU PER HOUR Z U II SHALL HAVE AT LEAST A 12 INCH MW TERMINATION O 1\49) e I I I I I I INTO L BE LOCAT®AT LEAST 12EARAW-f-THE BOTTOM OF'RE VERT 'ABOVE GRADE AIR ................... ...... ........................... W Fvl I I I I I I U S��RE� Rcy, uN�1N4 _ 2020 NYSRG-R3122.1 e C _ _ _ - - - - - - L - - - - - MOHMUN6UNITS,MRET}ETOPOFTHE51LLOFAN Q yFP - - - - -- � - - - -- - - BSMT g — — —I— — — — — — — — — — — — — — —I— — — — —— — — —— — - - - - -- - - - - —I- - - - - - - - - - - - - --I— - - - - - - - - - - - - - - - - - - - - - -f— —L -- -- - - -` - - - - - - _ - - - - - ABOVEOPERABIEFN19W ILOOG,ISLOCATW LESS,REATERTHAN1 241Q ABOVE THE FINISHED FLOOR:ATO GREATER THAN 12'ABOVE TINE FINISHED GRADE OR OTH R SURFACE BELOH ON THE W s EXTERIOR OF THE BUILDING,THE OPERABLE NOON SHALL = it C lIPLY NTH ONE OF THE FIOLLONNG: \/ �I � ELEVATION T OPASS THAT HILL NOT IALLAW A 4 INCH DIAMETER SRfRE CST `�Y"-''~' L YTI OI t TO PA551}IROI1GIi THE OPENRI6 IN ITS LARbEST OPE?1® POSITION. 2381 Q 3 6 = I'-0 'FALL PREVENTION DEVICES THAT COMPLY NTH ASTM F 2090 ❑ OF N 311b, = I-0 (INE NNDOW OPENIM WITiROL DEVICE AFTER OPERATION TO RELEASE THE CONTROL DEVICE KiDWIN6 THE NNOOH TO ........ ................................ ........... PUY AREA OF "'�"°T �'�G`�Q�II'E JO NUMBER UNIT 97 UNITg g AREA OF THE NNOOW UNHT Tf0 LESSTHAN 57 SQUARE Fk�T. w2016023 MODEL Al (HOLLY)- MODEL Al (HOLLY) Q SHEET NUMBER DUET CLUSTER = UNITS 9 7 (MODEL Al ) & ELEVATIONS Z 98 (MODEL Al ) (V) D W 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED --- RIDGE VENT (n ^ ' 'FIRE RETARDANT Z c ' PLYWOOD SHEATHING ^ E 2'x8"RIDGE BEAM U m P 06E5 TO AL16N RIDGES TO ALIGN 12 12 V N 4 - YENi 121— —112 Z R RID6E VENT ry T RI VENT Q o _L V U > m 12 ( HARDIPLANK 12 `"'` �= 12 12 55 HARDIPLANK PT C71X1RDER N} HORIZONTAL 5101N6 6UTiERS t LEADERS 4 HORIZONTAL 51DIN6 SECURED TO 'E `�Z – ALL 6MERS!LEADERS SHALL BE BAKED 12 WALL® Z i n� rn MITEx c ch 85 SHALLBE 5EAhILE55 OB.STYLE 85 RIDGE PENT _ EN05 4- O Q o ch WD6E VENT 12 �- `^ RELATED t RE�lIR87 AGGE550WE5. LEADERS -'--` -J SHALL 13E MIN.2NY,A27'6AU6E W/CLIPS t 2 `n N b ANCHORS. CA1LK t 5M ALL JOINTS. PITCH O U M °° 6117TI35 MIK I/8'/Ff.PROVIDE PYLRECEPTORSTO — LEADERS( BGLO`�GAP DE51F'�UTO RE.EIVE 11 11 11 1 11 1 IA 12 v 12 - 10 a aERESTmy 7 12 12 WALL BEYOND WIUBEEYYOND 12 J _ -0• ROOF o COVERED 12 -,- PORCH BEYOND ABl E O.H. 6'-O° -� _ t 1 O.H. Ixe FAscu►BD. - 2'X6" IT BEAM5 (+/-)6 ewcFST --- V1N1'L BEDROOM#2 PL HT TR 13R PL HT _ 2 12 I SOFFIT EIRP O PL HT OVER " _-'��- " i P-0' P-0• P 6' _ 10 5QUARE HB46 PEIZMA ti OR OR A ■ ml L CAST COLUMN#46382 Wl Q I I I1111111 11 r-0' SQUARE FLAT GAP 4 Z Tp i i i I oH. BASE(OR EQUA )- O I I I I CORNER COLUMN TO BE U ,.:I. 1 'I I of I I BOOM 4 4 i i 2 � O k7 I- IllMASTER � PROVIDED W/SPLIT KIT 4 LL Ln KALI 0 y I I 4 4 I WALL BEYOND = _ �"a I 4 1 11 11 1 11711 COL"e 4 COOL"0 COVERED COVERED M BEYOND I I II COVERED PORCH Ii FR PORCH Z L ' J I I PORCH BEYOND BEYOND I I I I I I _: m II II k' IN. IST FLOOR FIN. IST FLOOR IN.IST FLOOR 1111-N r—III'l FIN. IST FLOOR 1 E:LEV O'-0" ELEV= 0'-O" ELEV- O-O" w EL.EY= 0'-0" — — [.J Ix4 Azo TRIM I I -i I I 1x4 AZEK TRIM _I I C-1 6 I I I I HOUR RATED EXTERIOR I I FIR5T FLOOR LINE coLJJrTJ a covE�D I I FDI I I I BEARING WALL 1 I I 1� FRONT PORCH BEYOMD I I 1 A55EMBLY-5EE DETAIL: e I A l I 4 O I I I I I I ^ - I I I I I I I I-- I I I I I I I I I I I w UNFFIRmwFLOOR I I I I _ _ - - - - - - - - - - - - - - - - - - - - - - - - - -�- - I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - -_ - - - - -_ - - - - - - - - - - - uNFIK85MrFLooR - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - -i-- - - - - - - - - - - - - - - - - - - - - - - -- - - - - -- - - - - - - - - - - - - -- - - - - - - - - _ - - - - m C� -- - -1— i- - - - - - - - - - - - - - - 6 O TYPICAL PORCH SLAB ❑ � O 1141 P.G.SLAB(MIN.3500 PSI GONG) REINF/�H ELEVATION LEFT 51 DE ELEVATION (DREEZENAY 51DEQ TAMP 4 FALLGED TO q5 xb,1N51TY0/10 M. �1CHT SI�� L 'TAMP! PILL TO 95;K DENSITY Ib = 1-O 36 = 1-0 UNIT 9 7 UNIT 9 7 l BREEZEWAY SECTION A 1 . 1 N • z U MODEL Al (HOLLY) Z MODEL Al (HOLLY) w2 U O O RveeS TO ALJ6N RIDGES TO ALIGN Q RJD6E VENT ry RID6E VENT HAIRDIPLANK 12 12 _ or 12 55 HARDIPLANK HORIZONTAL SIDING 55 12 GUTTERS!LE4DEL5 4 -�• HORIZONTAL SIDING ALL 6UiTER5!LEADERS SHALL BE BAKED WHITE ALEIMINUM A32'MIK 6A16E,6UTE)3t5 12 - 12 � N � 06 SHALL BE 5' 06.STYLE W/ALL ..�--#85 +�„ 12 RI�V t 85 _ _ RIDGE VENT Q N N I� N CO RELATED t REQUIRED ACCES'AWES. LEADERS N ri ao c�i SHALL BE MIK 250',.02'J'6AWE W/CLIPS t ANCHORS. CAULK t SEAL ALL JOINTS. PITGFI '`'—"'' �, -v, �,•._.. �-�-�-. - 6U1TER5 MIK I/8'/FT.PROVIDE P.VC. RIDGE VENi*-= tREGLYTOR5 8'ABOVE GRADE TO RECEIVE I'-0'_�._ LEADERS(CLOSED GAP DE516W. — — — T --—k _ 12 OH. - - 12 GLE2E5T -� GLE'E�iTORY 12 4. -.-_. ,- a�.._ WALL BEDROOM t3 �_ -0' 12 -. RAOF a COV1 in WALL BEYOND GABLE ' PORCH BEYOND Z Z Z Z Z Z OH. t10 O O O O O O _ w wfiiw W _ 12 Ix8 FASUA BD. b - $RKFST PL HT BEDROOM#2 PL HT. 12 12 _ --- —P'L HT GARAGE OH. OH. N b"AZEK ' r 11-01 11 I � � J � rs II I I.� I ,MASTER BEDROOM if Ill 11 4 WALL BEYOND I I I I r!q m 1 WALL e 4 Q I I 4 Z �, ^ I I I 4 4 a 6ARA6E Q G01,1t o v 1 o w V J V v v 4 I ( _ BEYOND vI I GOVERID C7 ca"a covE; I I , z 1 1;- COVERED PORCH I~ I I PORCH a y II PORCH BEYOND i I -�,-1 _ BEYOW O m I I I I i, -�; . BEYOMD11 Ill Ill I Ill fill Ill I w W IIIIII [Ili 11 -IN. IST FLOOR I Ilt Lam,. FIN.IST FLOOR E 5T OOR I I w ~� w Q 11 s IN. ST FL r U uj FIN.IST FLOOR - _ r _ I U 0 Ix4 AZEC TRIM I I i I I Ix4 AZEC TRIM I I ` — I 0 p Lu FRONT PIII COVEREDORCH BEYOND I I rs I I I HOUR RATED EXTERIOR I I I FDI !�'� co BEARING WALL e Q A55EMBLY-5EE DETAIL: N3 I I I ❑ M---1 i I I I I 4 4 I A.I I I I I 2020 NY5RG-62421x8(503.8) WN-EN 5�1�TETE DIRECT PER HaR"OR LE55 LOCATION: 14 -' I I I THE VENT TERMINAL OF A 41REGT vENr APPLIANCE WITH ANINFIJT W U _UNFIK 554T FLOOR UNFIK BSMT FLOORI — — — — — — — — — — — MLVI%,AT LEAST b'FROAPIPL ANY AIR O AN W)NT0 A _ _ _ _ _ _ _ _ _ _ _ _ _ _I —_ —_ 1I— — —_ — —_ — I BUILDING,AND WN AN APIPLIANGE WITH AN INPUT SH IOp00 U m - - - - - - 1 - - _ — _ - - - - - - - - - - - - -- - - - - - - - - - - _ — I� —I- - - - - - lrl— T -- - - - -- - - - - - - - - - -- - - `r-- - - - - - - - - - - - - - - - - - - - - - - - - - - 'Jl BTU PER STALLDOURBANOT OVER TERMIN0,000 TUPER HOW CLEARNCE,ANDALL 13E Z - - - - - - -- - - - - - - - - - - - - - - - -- - - - - - - - - - _ - - - 1N5TA1IDWITHAHNGNKIT VEt5OPONGLEARAHOLIAND W AN APPLIANCE WITH AN INRUT OVER 50,000 BTU PER HouR Z U SHALL HAVE AT LEAST A 12 INCH VENT TERMINATION Ur CLEARANCE THE BOTTOM OF THE VENT TERMINAL AND THE AIR INTAKE SHALL BE LOCATED AT LEAST 12'ABOVE GRADE. (n ................ ......................... w RI67HT 51 DE ELEVATION OREZENAY 51 D� �FtED RC LEFT 51 DE ELEVATION ( 2020 NY,(NIT R3I E : ,�� ,BERT IN DWELLING UNITS,WHERE THE TOP OF THE SILL OF AN 1""' � (vG �e,0 � ,yF•PL �� 3/Ib' = 111-01 OPERABLE WINDOW OPENIN615 LOCATED LESS THAN 24' Q THE FINISHED GRADE OR OTHER SURFACE BELOW ON THE w 3/Ib = I-0ABOVE THE FINISHED FLOOR AND 6REATER THAN'12"ARIOVE UNIT 9 8 EXTERIOR OF THE BU:THE , LL OPERABLE WINDOW SHALL UNIT 98 G°�LYNTH°� �OPBHIHfS THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE � N �►��'-`'� �" TO PA55 THROUGH THE OPENIN6 M ITS LAR6E5T OPENED 02381 O� FALLPREVBHTION DEVICES THAT COMPLY PITH ASTM F 2090 �OF NE�y MODEL Al (HOLLY) MODEL Al (HOLLY) THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO RELEASE THE CONTROL.DEVICE ALE NET THE WINDOW TO .................... FULLY OPEN,SHALL NOT REDUCE THE NET CLEAR OPBHIN6 JO NUMBER AREA OF THE WINDOW UNIT TO LESS THAN 5.1 SAIARE FEET. w2016023 7 (MODEL DUET CLUSTERSHEET NUMBER UNITS 9 Al )) 98 (MODEL Al ) ELEVATIONS Z0 'LAI I U) O COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED Z C ' L1.1 r'�1 1= U U r A G G A O 4--) U AI b AI-b Al-b AI-b 0 ( ) m O W L_ 3 0-1O 05 2 DIRECT VENT ATING EXP. APPI IeW,E C FARANCZ APPL IANGE5 12'-6' 15'-b' a'-b" 14'-8" • .� SHALL BE INSTALLED WITH THE I 14'-8' a'6' IS'6' 12'6' N�- CLEARANCES FROM UNPROTECTED AI.I DIRECT VO4T HEATING EQUIP, U) Z APPLIANCE C EARANGE APPLIANCES Z V �- O (0 Ln INDICATED ON THE APPLIANCE LABEL O GOMBUSTiBLE MATERIALS SHALL BE INSTALLED WITH THE L x�c M IN U EARANGE5 FROM UNPROTECTED Q w c? INSTALLATION INSfIKARFa GT�� CA0431STIBLE MATERJALS AS U M LIFE OF WAR CHEEK to -0, WALL 0 WIT ITT 1.-0. b INDICATED IN THE MAN1FA111RER5 LABEL ❑ c~ - LI1EAR 2• FDI 2" INSTALLATION INSTRUGTION5. j OF RECHEEK w cfl WALL a UNIT M i ezI 2 a 4'-4'MA. 5'2' Q 5'2' 4'-4'MA. Y FDI Z HU ND O 8 Lr) MTYPICAL PORCH SLAB 14'PL.SLAB MR 3500 P51 CONW • U 2 •fl 2 WINDOW t: RBIFORG®WITH 6*IDAO WWM p = FDI FDI TAMP 4 FILL TO ass DENSITY - o r---- 4 HIP O a... EHD 8' 15'-10' I'-0'NINr 10'8' O'j . U) - TYPICAL PORCH SLAB 4 A 8 - - - FLOOR JOISTS I Z - - in •4'PL.SLAB MIN 3500 PSI CONG) FDI 6 I 2 (2)2X10 P.T. 0 I6 O.G. O p REINFORGET7 WTH bxb,10/10 Y1MIM "`<,; M[NDOW `� �— � m 'WIDE JOIST TMP!FILL TO a5%DENS" ; ; �) 10 I3'-0' l0' 2k 10' AT.TA.SEAT � L! JO 7x12 FLOOR JOISTS SLAB SEATLEV={-)I10' 10'-8• I'd" IS'-10" HD ,.�; bHD - -e Ib'OL. ry PRC V FRESH AIR LL2X12FLOOR JIIS I�L - - - I 4'WIDE J015T SEAT. 4 I : _ = MEGH EGIUIP O M 0 Ib"O.G. i (2)2X00 P.T. TA.SEAT ELEV=(-)I'-I�' - 4'WIDE J01Sf' m I FDI I I 4 Q ALL NOT HATER Z \V) SEAT.TA.SEAT 2k IO' 10" 13'-0" 10' FDI I INSUA TTO 13ESLAB 5FAT 2X12 FLOOR J015T5 TYP60R BEAM POCKET TRAP ENDS OF 1 I 4= GDR W/ALU4INUM AT POGI�T ORAL o Ib O G. I I FDI 1 _P 4 LADEN - 4'WIDE JDIST SEAT. PROVIDE 1/2'AIR SPACE ALL 510B I I L - FDI rINTAKE O MELN P - - - - I 1 4 TO.SEAT ELEv=OI'1)j■ lo' 13'0' r 1 a'6` I r 1 n'4` rl 1 lo'-6" o" l hN JMR GODEQ 4Ti -I I I �I FDI I L T - I ,I I"1' v ALL E*0SW HOT WATER - I L I I I� -L J r t- PIPING t DUGT5 T It 4 I TYP.BEAM POCKET WAP ENDS of I I \ / I I 11 I ( ( 1 2x FLOOR I ISTS I 1 I�TT 4 FDI 1 u' . I � TA R SFAPGEaALL SIDES 2x12 0 IFLooR JOlsrs _ 12x12 0 IFLOOR J015 i 1�� 2X12 FLOOR JOISTS � r - 0 I6 0 .IIt ( - JI I e I6 O.G.10" FF 10`-8' I T FDI I,'-4' 1 Q'-6" I 11 13'-0" 10' 1 o Io" L_ I5'-8° L J L l 4-1d.' 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W 6.DfMWR FAGMe4-INSTALLED M AC(=AWE NTH THE MANIFAGTURERS INSTALLATION IN5TRI)GTIONS.ONE OF THE FOLLOWIN6 EXTERIOR FAGINSS t5 TO BE APPLIED OVER THE%IFATHIN6 RE D G.WOOD 5TfWR RAL PANG OR LAP SIDING-APA RAT®SIDING,EXTERIOR,PLYWOOD,05B OR COMPOSITE PANELS NiH VBaER �pp,ER7 FACES AND 5TRUGTURAL WOOD CORE,PER PS I OR APA STANDARD PRP-108,IWAIDIN6 TEX11 REV,ROUGH SAW NEDIUM MOITY 2 to L 0 2020 NYSRG-83122.1 Y ,6R00V®AND LAP SIDING. W � � •°'' �`�i{ '� IN DMLIN6 UNITS,Mi;E TIE TOP OF THE SELL OF AN OPERABLE HNDOW OPBIIN615 LOCATED LESS THAN 24'ABOVE THE FMISff»FLOOR AND GREATER THAN T2'ABOVE THE NOTE: WDOp SPECIFIED IN UL�RATED D1=SIGNS/kRE MINIMUM SIZES.LAR�LR DIMENSIONAL FINU5I?6RADE OR OTTER SIIRPACE M01 oN TIE EXTERIOR OF TIE BUILDING,THE DTi CAN BE SU35TITUTED. _ NDOW SHALL COMPLY WITH ONE OF THE FOLLO"W" V ' •O°�uNev5 THAT NLL NOT ALIAW A 4 INCH DIAMETER SPHERE TO PASS THROUGH lif NOTE: UL#3% 15 IN COMPLIANCE WITH FIRE-`RE515TIVE�RATIN65-AN51NL A5 PER�R302 MULTIPLE LVL 61RDER GONNEGTION5-: I FALL61N ITS uRSESTCE5 T POSITION. FAIT PREVB'ITTIION DEVICES THAT COMPLY HTH ASTM F 2090 ❑ F NE`I`L FOR ALL MULTIPI E LVL GIRDERS,L�qb BOLT (TIE NNDOW OPBLIN6 CONTROL Slants Ai IEE OPERATION r0 RtiEA5E nE CONTROL TOGETHER L II2" BOLTS® 2b" O.G.,2" MIN, ID MCE ALIIOHN6 TIE NNDOW TO RUY OF%SHALL NOT FMICE THE NET CLEAR ONE HOUR RATED EXTERIOR FROM TOP d BOTTOM, MIN. - FROM ENDS °SNS Ate'of TIE HMDOW oar To LESS THAN 5.1 SQUARE FLET. WALL RE I TIVE ASSEMBLY r6l BER �Ts. A- 3— w6023- 6ENERAL 2020 NYSEGGG SECTION R4033: 2020 NY5RC-624ZID"N CONTRACTORS AND 5UBCONTRAGTOR5 TO VENTING 5Y5TEN1 TERMINATION LOCATION: W SHEET NUMBER NOTE: EF - TFAN, -SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE INSULATED TO A MIN.R-8 2�� SECTION R 402.4.12: UNITS 9 7 (MODEL Al ) & DUET CLUSTER REVIEW THESE GONSTRUGTION DOCUMENTS UPON RECEIPT TIE V@IT TL32NaNAl.OF A DIRECT VENT APPLIANCE WiTH AN INPUT Q • 50 CFM INTL9RP#TTI3 T OR AND DUGT5 OUTSIDE THE THERMAL ENVELOP SHOULD ff MON.R-6. AN APPROVED HERS RATER TO OF IOpW BTU PIER HOUR 000 OR LESS 5HALL BE LOCATED AT LEAST Z NOTE*Vo: PROVIDE SPRAY NOTE; HD= HOLD DOWN FROM ARCHITECT AND REPORT ANY AND ALL STAIR MANUFAGTIJRER TO DESIGN STAIRS TO ® �CFM�� -SEALING IS MANDATORY FOR DUCTS,AIR HANDLERS,AND FILTER BOXES. PERFORM AIR INFILTRATION,DUCT b'FROM ANY AIR OPBaN6INTO A BUILDING,AND SUCH AN APPLIANCE WITH a 41 ALL JISIDE TO Be VENTED FOAM INSULATION IN ALL R5ENHINPOH5 SHALT BE IMMEDIATELY T INGLUD EC ANY CO R CORRECTIVE GOi�LIGTS, _,JOINTS SEAMS AND CONNECTIONS SHALL COMPLY WITH SECTION M-1601.4 LEAKAGE AND COMBUSTION SAFETY AN Si o� ffmM HT HoqI��OVER WOOD m PER g g (MODEL Al ) FIRST FLOOR PLAN zT°OUT510E AIR P32 CODE GARAGE CEILING® MEET ALL APPLICABLE GODLS AND TO IMMEDIATELY TO ARCHITECT FOR GORREGTIVE ' HOUR SEAL.BE INSTALLED NTH A 9 IMGs V31T TH2MIMAnoN GLEARANC.E, •ALL WASHER TO BE ANDERSEN 200 SL IC-5 OF THE 2015 IRC. TESTING AND PROVIDE A WRITTEN rq REPORT ANY DISGREPANGIES AND CONFLICTS cot PROVIVED NTH DRAIN PARS LOCATION OF ® CARBON MONOXIDE MEASURES PRIOR TO GONSTRUGTION.DO NOT SCALE AND AN APPLIANCE NTH AN INPUT oVt92 5Op00 BN PER HOUR StIALL RAW TO THE ARCHITECT PRIOR TO STAIR FABRICATION. (D TDIPERED DETECTOR DRAWING .DIMEN51ON5 SHALL BE CALCULATED AND -VXT`S 5HALL BE PRE55URFD TESTED TO DETERMINE AIR I EAKA6E BY REPORT OF THE RESULTS AT LEAST A 12 INCH VETT TTMINAnON aEARAN CF-THE BOTTOM OF THE U) BEDROOM ABOVE 6LAZIN6 NEPER SCALED UNLESS OTHERWISE NOTED. ROUGH-IN TEST AND A WRITTEN REPORT OF THE REULT5 5HALL BE 516NED VEW TERMINAL AND TIE AIR INTAKE 5HALL BE LOGATIM AT LEAST 12' w ow SmmE DETECTOR BY THE PARTY CONDUGTIN6 THE TEST AND PROVIDED TO THE CODE OFFICIAL. 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