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�o�OSu1F0t�cpGy� Town of Southold 10/4/2021 0 P.O.Box 1179 o _ 53095 Main Rd y�j�l dao Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42387 Date: 10/4/2021 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 31 Harvest Pointe Ln Unit 112, Cutchogue SCTM#: 473889 Sec/Block/Lot: 102.1-2-56 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/30/2020 pursuant to which Building Permit No. 45542 dated 12/7/2020 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single-family dwelling with unfinished basement,covered porch, screened porch and attached two car garage as applied for. (Unit 112) The certificate is issued to Rimor Development LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0166 6/28/2021 ELECTRICAL CERTIFICATE NO. 45542 8/31/2021 PLUMBERS CERTIFICATION DATED 9/1/2021 AI fol P mbino tractors Inc. nq6 e �su�aot�r TOWN OF SOUTHOLD �aG BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 45542 Date: 12/7/2020 Permission is hereby granted to: Rimor Development LLC 1721-D North Ocean Ave Medford, NY 11763 To: construct single-family dwelling as applied for per SCHD & Planning approvals (Unit #112, A-1 model) At premises located at: 31 Harvest Pointe Ln Unit 112, Cutchogue SCTM # 473889 Sec/Block/Lot# 102.1-2-56 Pursuant to application dated 11/30/2020 and approved by the Building Inspector. To expire on 6/8/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,133.20 CO -NEW DWELLING $50.00 Total: $2,183.20 Bu4djXg Inspector OF soU��®� Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 � sean.devlinCp)-town.southold.ny.us �yComm,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Rimor Development LLC Address: 31 Harvest Pointe Ln Unit 112 city Cutchogue st: NY zip: 11935 Building Permit#. 45542 Section 102.1 Block: 2 Lot: 56 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: MTM Electric License No: 3700ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 55 Ceiling Fixtures 19 Bath Exhaust Fan 3 Service 3 ph Hot Water Gas GFCI Recpt 6 Wall Fixtures 6 Smoke Detectors 3 Main Panel 150A A/C Condenser 1 Single Recpt Recessed Fixtures 55 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Gas Ceiling Fan Combo Smoke/CO 4 Transformer UC Lights 12' Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect 1 Switches 38 4'LED Exit Fixtures Pump Other Equipment. Fridge, DW, Gas Oven, Micro/ Hood, W/D, 30 Circuit Panel / 25 Used Notes: New Two Story w/ Unfinished Basement Inspector Signature: Date: August 31, 2021 S.Devlin-Cert Electrical Compliance Form Town Pall Annex 1 „;=�L:•:�r:,=� ;?r 'Telephone(631) '' 375 i\ ain Road 765-180 54 Fax(631)765-9502 P.O.Box 1179Southold,NY 11971-0959 ft - f •4-J��11 tl BUILDING DEPARTI\N T CE ,! T, iF e L/ T a G ,r Date:_ ---- - - /i oID J 1 Ulltill?�_'eii11I=1~TO. 6 �J .) LI «� ei•: �_ ('Mease {print) iII�2t7�r �1� �J V� n ��LL h ��`�J�•� L/t�n � �-CC "�M 4 � 18aS8 prinLf I cc-Lii:� i�mit the solder used in the water supply system contain IeSS L(1SI1 2/Y J Gi 1 --- ;jCmbers Signaiuie) 1%QI?7 to before,me this da or- •-- ------ 20 ANNA FIORITA Notary Public,State of lNew York --- _-_— _ Reg.No 01 FI636333� Qualified in Suffolk County Commission Expires/s•ii.so Notary Public; �aoF Sol/ V n — ` # TOWN OF SOUTHOLD BUILDING DEPT. ��ycou�me�' 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) f [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 1 ocA&j vfVAw/lidir a✓ S ' 60L/�oo ov '(rb DATE ?/ INSPECTOR o�apF SOUIyOI V # TOWN OF SOUTHOLD BUILDING DEPT. cou765.1802 " INSPEC ION [ ] FOUNDATION 1ST [ ROUGH PLBG. [ eOUNDATION 2ND [ ] INSULATION/CAULKING [VI FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE-SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: YJ'�nlei V I, DATE INSPECTOR pFSOUTyO6 �TOWN OF SOUTHWt D_BUILDING DEPT. °�ycouHr, � 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPL"ACL a CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION kELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) T_ _ CODE VIOLATION ( ] PRE C/O REMARKS: &XT- DATE INSPECTOR t' � �Of SOUTH # # TOWN OF SOUTHOLD BUILDING DEPT. -- 765-1802 EPT. -- 765-1802 INSPECT10N [' ,.]`-FOUNDATION 1ST [XINSIULATIOWCAULKING.,,, GH PL13G. FOUNDATION 2ND [ [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: _ JA - wg, 0 1 �n 5 I� DATE INSPECTOR i 6 s � #P//2 # # Liv TOWN OF SOUTHOLD BUILNG DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ = ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION' [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: -1-W D sl-u P- DATE P�;/Z2/ INSPECTOR OE SOUTyolo { l # # TOWN OF SOUTHOLD BUILDING DEPT. _ `ycou765-1802 - , .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 REMARKS: _ 0Nmte,� VDI/ U,-, OW z aen 'F,,.,i - DATE 3 INSPECTOR Home Energy Rating Certificate Property HERS Al Holly Unit 112 Rating Type: Confirmed Certified Energy Rater: Michael Caruso Harvest Pointe Rating Date: 2021-08-30 Rating Number: MCI 93 31 Harvest Pointe Ln Registry ID: 157543865 Cutchogue, NY 11935 Estimated Annual Energy Cost Cost Percent HERS Index: 53 Efficient Home Comparison: 47% Better Heating 64.1 Use MMBtu CosCos$149% General information Cooling 1.7 $95 6% Conditioned Area 3757 sq. ft. House Type Single-family detached Hot Water 12.1 $13 1% Conditioned Volume 42016 cubic ft. Foundation Conditioned basement Lights/Appliances 24.5 $1178 76% Bedrooms 3 Photovoltaics -0.0 $-0 -0% Service Charges $120 8% Mechanical Systems Features Total 102.4 $1547 100% Water Heating: Conventional, Natural gas, 0.69 EF, 75.0 Gal. Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE-. Criteria Cooling: Air conditioner, Electric, 16.0 SEER. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 85.00 CFM25 2015 IECC UA Compliance Ventilation System Exhaust Only: 73 cfm, 23.2 watts. 2015 IECC HERS ERI Programmable Thermostat Heat=Yes; Cool=Yes 2015 IECC ERI ECCC New York State 2020 Building Shell Features Ceiling Flat R-37.7 Slab R-0.0 Edge, R-0.0 Under Sealed Attic NA Exposed Floor NA Vaulted Ceiling NA Window Type U-Value: 0.290 SHGC: 0.280 Above Grade Walls R-21.0 Infiltratio Rate 1734 CFM50 .48 ACH50) Foundation Walls R-13.0 ethod Blower do 1734 CFM x 60 Min/Hr/42016 Ft" 2.48 AC @ 50 Pa Energy Testing Services, LLC. Lights and Appliance Features 1648 Locust Ave Unit E Interior Fluor Lighting (%) 0.0 Range/Oven Fuel Natural gas Bohemia, NY 11716 Interior LED Lighting (%) 100.0 Clothes Dryer Fuel Natural gas 631-244-9333 Refrigerator(kWh/yr) 623 Clothes Dryer CEF 3.93 G%-G Dishwasher(kWh/yr) 270 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REM/Rate-Residential Energy Analysis and Rating Software v16.0.6 This information does not constitute any warranty of energy costs or savings. 0 1985-2021 NORESCO, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. Energy Testing Services 2021 Combustion Safety Testing Form Certified Home Address: 31 Harvest Pointe Lane City: Cutchogue Builder Name: Harvest Pointe Builder Tracking# Combustion Appliance Zone(CAZ)# of Location of this CAZ: Basement (Use additional forms tf more than one CAZ or f home has multiple heating systems or water heaters) Date of Test: 2021-08-30 Outdoors Temp During Test: 80 OF CAZ Depressurization (NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: N/A PPM Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes❑ No❑✓ Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: He rt !k,System Primary: Yes❑✓ No❑ Type: Furnace 0 Boiler II Heat Pump a Other❑ `,E tcienc"� Fuel'Tyoe,2 .•Venting Tine _ Draft:— Spillage',,.:. Sip Mage CO <i CO,;�." Circle-T er Pascal borstCase atural orst:Case'' atural . Rating:95.0 NQ PD ODE❑ NQ\0Mas2 N/A Pa. Pass❑✓ Fail❑_ Pass❑✓_Fail❑ N/A PPM N/A PPM Water'Heater Primary; Yes ❑✓ Type: Standard Tank ✓[Indirect Tanldess ❑ Size: 75.0 Style Common Vent El No Instarrtaneous❑Commercial (SeeNoteSbelow) (Gallons) Stand Alone Z s z Veitting`Tv`ne s Dra 1 n[lase` `Snillae(Natindl) it iciency Fuel-Tvne (Circle Type). (Pascal) (Worse Case) (Worse Case) (Natural);,' EF: 0.69 N_❑✓ PEI O aE❑ N❑M 0 S E] N/A Pa. Pass❑✓ Fail❑ PassElFailF] N/A PPM N/A PPM Oven.4 Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes❑ No❑✓ Oven CO 2 PPM Ambient CO(During Oven CO Testing) o 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 3 Venting Type. N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE: If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. 4 Water Heater Style. Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) 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: Date: 2021-08-30 Manual S Compliance Report Job: + wrightsoftW Date: Aug 30th 2021 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-E Locust Ave,Bohemia,NY 11716 Project • • For: 31 Harvest Pointe Lane, Cutchogue, NY 11935 Cooling Equipment Design Conditions Outdoor design DB 83.0°F Sensible gain. 17582 Btuh Entering coil DB: 76.0°F Outdoor design WB. 71.0°F Latent gain- 3500 Btuh Entering coil WB 63.5°F Indoor design DB 75.0°F Total gain: 21082 Btuh Indoor RH. 50% Estimated airflow 800 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type. Split AC Manufacturer Generic Model SEER 16 0 Actual airflow: 800 cfm Sensible capacity: 16800 Btuh 96% of load Latent capacity 7200 Btuh 206% of load Total capacity: 24000 Btuh 114% of load SHR 70% Heating Equipment Design Conditions Outdoor design DB- 10.0°F Heat loss- 46217 Btuh Entering coil DB: 63.1'F Indoor design DB. 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type Gas furnace Manufacturer Generic Model. AFUE 92 Actual airflow 875 cfm Output capacity. 48000 Btuh 104% of load Temp rise- 50 °F Meets all requirements ofACCA Manual S. wrightsoft" 2021-Aug-31 16 43 43 u+I1► a.um•ea.hni.m...r�y.„ Right-Style®Universal 2018 18,0 32 RSU20066 Page 1 Arm Model Al MAN JSD\Rimor Model Al MAN JSD JA rup Calc=MJ8 Front Door faces W c Residential _ _ Review FoFormrm RIPER I ACCK. for HVAC System - • (Loads, • • - 15 Mar 09 Atc=ror"caIDadxscrmvYa Header Information Contractor Energy Testing Services LLC REQUIRED ATTACHMENTS ATTACHED Manual J1 Form(and supporting worksheets) Yes F1 No Mechanical license or MJ1AE Form*(and supporting worksheets) Yes El No OEM performance data(heating,cooling,blower) Yes [-] No F-1 Building plan# Manual D Friction Rate Worksheet Yes o No R Duct distribution sketch Yes o No Home address(Street or Lot#,Block,Subdivision).31 Harvest Pointe Lane,Cutchogue, NY 11935 HVAC • .D CALCULATION ,• Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature 10 *F Orientation Front Door faces West Indoor temperature 68 *F 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 Roof 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 • ,• Heatinq Equipment Data Cooling Equipment Data Blower Data Equipment type Gas furnace Equipment type SphtAC Heating cfm 875 "mace,Heat pump,Boder,etc, it Conditioner,Heat pump,etc. Cooling cfm' 800 Model Generic Model Generic Static pressure 0.60 in H2O AFUE92 SEER 16.0+ Fan's rated external static pressure for design airflow Heating output capacity 48000 Btuh Total cooling capacity 0 Btuh Heat pumps-capacity at winter design outdoor conditions Sensible cooling capacity 0 Btuh Aux heating output capacity 0 Btuh Latent cooling capacity 0 Btuh HVAC DUCT DISTRIBUTION .I Design airflow 875 cfm Longest supply duct 478 ft Duct Materials Used Equipment design ESP 0.60 in H2O Longest return duct 201 ft Trunk duct Sheet metal Total device pressure losses -0,6 in H2O Total effective length(TEL): 679 ft Available static pressure(ASP): 0 01 in H2O Friction rate: 0.001 in/100ft Branch duct Round flex metal,Sheet metal Friction Rate=ASP—(TELx 100) I declare the load calculation,equipment,equipment selection and duct design were rigorously performed based on the building plan listed above. I understand the claims made on these forms will be subject to review and verification. Contractor's printed name* Contractor's signature: Date. Reserved for County,Town Municipality orAuthority having jurisdiction use. *Home qualifies for MJ1AE Form based on Abridged Edition Checklist wrightsofta Right-Suite®Universal 2018 18 0.32 RSU20066 c Load Short Form Job: - - wrightsoft° Date. Aug 30th,2021 Entire House By: Energy Testing Services... Energy Testing Services LLC 1646-E Locust Ave,Bohemia,NY 11716 Project • • For 31 Harvest Pointe Lane, Cutchogue, NY 11935 'Design In • • 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 060 in H2O Static pressure 060 in H2O Space thermostat Load sensible heat ratio 0.83 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Basement 1743 10447 431 218 20 Breakfast Area 125 3970 1781 83 84 Bed 2 194 3448 1618 72 76 Bath 1 54 474 87 10 4 Kitchen 178 1661 1755 35 83 Living Room 368 5756 2909 120 137 Foyer 135 4074 2655 85 125 Laundry 44 781 609 16 29 WIC 2 42 485 38 10 2 Stair 71 0 0 0 0 WIC 1 32 625 66 13 3 Master Bed 302 4067 1863 85 88 Master Bath 137 1356 894 28 42 Hall 62 0 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft� 2021-Aug-30 16 43 43 Right-Swte®Universal 2018 18 0 32 RSU20066 Page 1 CCK Model Al MAN JSD1Rimor Model Al MAN JSD JA rup Calc=MJ8 Front Door faces W c Bath 2 45 1098 311 23 15 Bed 3 129 2619 1428 55 67 Loft 127 1035 539 22 25 Entire House 3788 41896 16986 875 800 Other equip loads 4320 596 Equip. @ 0.88 RSM 15472 Latent cooling 3500 TOTALS 3788 46217 18972 875 800 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed wrightsoft® 2021-Aug-30 16 43 43 Right-Swte®Universal 2018 18 0 32 RSU20066 Page 2 ACCA Model Al MAN JSD\Rimor Model Al MAN JSD JA rup Calc=MJ8 Front Door faces W c .{ - 9 Project Summar Job: wri htsoft Date: Aug 30th,2021 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-E Locust Ave,Bohemia,NY 11716 Project • • For: 31 Harvest Pointe Lane, Cutchogue, NY 11935 Notes- besigh 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 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 088 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(ft') 28430 28430 Air changes/hour 0.32 0.14 Equipment Total Load (Sen+Lat) 18972 Btuh Equiv.AVF(cfm) 150 66 Req total capacity at 0 70 SHR 1.8 ton Heating Equipment Summary Cooling Equipment Summary Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16.0 AHRI ref Coll AHRI ref Efficiency 92AFUE Efficiency 12.8 EER, 16 SEER Heating input 52174 Btuh Sensible cooling 16800 Btuh Heating output 48000 Btuh Latent cooling 7200 Btuh Temperature rise 50 'F Total cooling 24000 Btuh Actual air flow 875 cfm Actual air flow 800 cfm Air flow factor 0.021 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.83 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft^ 2021-Aug-30 16 43 43 rC .MM .. Right-suites Universal 2018 18 0 32 RSU20066 Page 1 .91.E Model Al MAN JSD\Rimor Model Al MAN JSD JA.rup Calc=MJ8 Front Door faces W N 111 Second Floor Bed 3 Bl dm ri 129 cfm 30 cfm Loft 6x16 p Riser Ret Riser 28 c 1 6x16 2 Stair Up Job#: Energy Testing Services LLC Scale' 1 106 Performed by Energy Testing Services L... page 1 1648-E Locust Ave Right-Suite®Universal 2018 31 Harvest Pointe Lane,Cutchogue,NY 11935 Bohemia,NY 11716 18.0 32 RSU20066 2019-Jan-04 16.43 59 SD\Rimor Model Al MAN JSD JA.rup N Main Floor Broan Exhaust Fan Model L150 68C FM Energy Star 53 Cirri Continuous Use Timer 1 Breakfast Area 01 cfm 1\51 cfm I\82 cfm 1\82 fm Master Bath Master Bed L99 cfm I' Cfm i IQtchen Living Room Hall S�B®er WIC 1 I\16A and K34 m WIC 2 L12 RAth 1 07 cfm Stair Foyer Bed 2 61 Garage L91 dm 8' Job#: Energy Testing Services LLC Scale 1 : 106 Performed by Energy Testing Services L... Page 2 1648-E Locust Ave Right-Suite®Universal 2018 31 Harvest Pointe Lane,Cutchogue,NY 11935 Bohemia,NY 11716 18.0.32 RSU20066 2019-Jan-04 16 43 59 SD\Rimor Model Al MAN JSD JA rup N 7�7 Basement Make up air 68 r�nn Skuttle Model 2161 262 dm 6" 9,. Lj— 6.. 14" 6" 8" 8" x 16 10' 9„36x1 6 5” 4 26" Base ent 81, up Riser Ret Riser 10„ 4x16 10" 9. 87 dm 87 dm kdrn87 --Fj Job#: Energy Testing Services LLC Scale. 1 . 106 Performed by Energy Testing Services L... Page 3 1648-E Locust Ave Right-Sude®Universal 2018 31 Harvest Pointe Lane,Cutchogue,NY 11936 Bohemia,NY 11716 18,0 32 RSU20066 2019-Jan-04 16 43.59 .SD1Rimor Model Al MAN JSD JA rup r Duct System SJob: wrightsofto yem ummar y Date: Aug 30th,2021 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-E Locust Ave,Bohemia,NY 11716 Project • • For 31 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 Detail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln(ft) Trunk Basement h 144 87 8 0 0 Ox 0 MtFx 0 0 Basement-A h 3482 87 8 0.004 8.0 Ox 0 MtFx 23.8 1600 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 2250 st2 Foyer c 2655 102 150 0 003 100 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 sty Wic 1 h 625 16 4 0 002 4.0 Ox 0 MtFx 58.8 325.0 st5 WIC 2 h 485 12 2 0 002 4.0 Ox 0 MtFx 56.0 290.0 sty Bold/italic values have been manually ovemdden �F wright5oft® 2021-Aug-30 16 43 43 ,v+ti ,., Right-Suite®Universal 2018 18 0 32 RSU20065 MN ,,,,,,, Page 1 Model Al MAN JSD\Rimor Model Al MAN JSD JA rup Calc=MJ8 Front Door faces W A Supply Trunk 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 0.002 238 100 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 Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk 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 TableReturn Trunk Detail 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 L Wrl9htsoft- 2021-Aug-30 16 43 43 „M.,., „-,,,,,.,,,�,,,,-,,, Right-Suite®Universal 2018 18 0 32 RSU20066 Page 2 wnr+A Model Al MAN JSD%Rimor Model Al MAN JSD JA rup Calc=MJ8 Front Door faces W T 0 j .�s r , , n _ - , J E a+. a'f g 4r. f 14 -- -_ i 1✓V�.�fi rt� � - n 1 .. 1 � i , , sc a rJ II 5 g "� � �._...,.._ -�'."- -- `"__ _ .drr. �+1,�-tom P%.'�'•: ~.+. z..+-- - ^FrK ""r_." _ ny...es - .. .'.- .,. . ✓ 5.11. ry � • r� J i� t. . 1 - � :.l - ti ;..- �. .c'� - �.fsir y., ate_ .,;c•. ��,.` `•�• � �- M.-:;�-• - :.., - - '' { - 5 - >- `�, ✓. � "` - � � o �"t .?�.����Q� � ys �� nor •/1 ;, � ,_ �. f, .� � .( +f' * ���. �+4-�J - - 5 � -' -. � �`�';'i���ia.l`-4�' t �s�S"4�iX c'��'►�:"�iYi ;,,�,�dy� ,. �,.y�,• �,�.55.1 i�� � ► ,�1�1,, / 1 � �1���w��+. fit _ . t 'L 4 1' _ � N VolT in n, �_► -- A P RI ;l.1.1 � vr'`''S �v'm �, - - ; - '�a - �� -� � 111'--` � ;Iillllll� [ �, 8� 1���� ► � ®© v V � _ a4Y► - __. r __ ,... .:��. 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GRCH ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH WNUMM` SUITE 202 1 [sLANDlA, NY 11749 W W W.GRCHARCHITECTURE.COM (631)864-3395 April 26, 2021 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# 112— Permit#45542 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. qPrind y submitted, -(moo��ch'�C,y,�� CA eny,AIA, LEED AP 9T��F NE �yO ,p�µa4 `.�;• w s;N>' ^^..*'.� �:- �;'s>n i� up� �� - -;;„. r, ;r:, A., d�- ? :i"+`;'iw:� ,.„" " zr ,�'.�y`y.;F�;„:;•:�:,,�n�.�.r,.;�r�, •�,_ �:,��'.�=�x��_�,:;..z��;:� CRCI•IARGHITECTURE PC hV, i"4�-, 3750 EXPREss DRIVE SOUTH SUITE! "� � �r}�d l�`^,�� a"���,' �C ,i�s�4 ��'�'* h3 Gc ,.�, i.��i d�•.: �., fi. � J �e�a0 2 INLAND Ia. NY 777 .9 WWW.GRCHARCHITECTURE.COP/1 � 639)864-3395 ate}��• ,� a -6:.— �1�--�� - +,5:'.e,e'�r ttJ_�,.,7._.d=_. _,.;� .>;.1 x :t.ira..c+.�w.y�R�„`..��:ha�t�:u.�..e.'��_�•`''"-q_,"..Le::.,'�«..�.a�:�a.�at.:�..5"'-``..°r`"�."w w:»:k,.�aiit�:.sT,`:'a.�n'cr„�.r�..i�m,".•.�:�i'x"�'.C:-�r��sr:tiu:.—s�'��--c�^'.tet 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 insulation products noted below have been selected for their flame/smoke spread properties to meet the requirements of the New York State Residential Code for both spray foam and draped blanket insulation exposed in basement condition. Spray Foam Insulation at Rim Joist: Sill Plates Headers and Rim Joist (Residential Code Section R316.5.11 Maximum thickness 3 X" (provided ±3") Flame spread index 25 or less and smoke-development index of 450 or less is provided: Provided/Installed Bayseal Closed Cell Spray Foam Insulation report less than 4" (see products sheet) provides flame spread index of 25 or less and smoke-development index less than 450 in accordance with ASTME84. Draped Foundation Wall Insulation Blanket (Residential Code Section 8302.10.1 Insulation materials, including facings shall have a flame spread index not to exceed 25 with an accompanying smoke. Development index not to exceed 450. Provided/ Installed: "Ecotouch Flame Spread 25 Fiberglass Insulation: (see product cut sheet) Provides a flame spread Index of less than 25 and smoke-development Index less than 50 in accordance with ASTM espectfu)ly submi ed, l '\ ED ARC BERT C ti% Glen Cherve y i IA, Ll AP Principal (� X238113 0� OF IUE�-1 A-.MISCO ACS". ..'e'WaLmaw HEATING AND AIR CONDITIONING March 11, 2019 Michael J. Verity Town of Southhold Building Department Town Hall Annex Building 54375 Route 25 Southhold, NY 11971 Tel: (631) 765-1802 Fax: (631) 765-9502 Subject: Harvest Point Residential Units Dear Mr. Verity Please be advised that the basements of all the residential units at the above referenced project have been included in our Manual J load calculations. Best regards, Louis DeSantis President 20 Feldland Street, Bohemia. NY 11716 - (631) 563-1298 Fax (631) 563-2954 GRCH ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH SUITE 202 ISL.ANDIA, NY 11749 W W W.GRCHARCHITECTURE.COM (631)864-3395 April 23, 2021 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 Cutchogue, New York Unit No. 112/ Permit No. 45542 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 2015 IRC and Energy Code as well as the 2017 Code Supplement. spectfu y submitted, ED ARC, \5 0,5SRT c,,/ yy X �v 2� Glen C rveny, AIA, LEED AP Prin al '9 0238AO Q T�OF IN } S�f FO SCOTT A. RUSSELL MICHAEL�' ` MICHAEL M. OLLINS P.E. }- � � .�. SUPERVISO�t f ", TOWN ENGINEEIa TOWN HALL 53095 MAIN ROAD G/s F' TOWN OF SOUTHOLD,NEW YORK 11971 Tel. (631)-765-1560 €w Fax. (63I)-765—9015 MICHAEL OCII_l. !S4i'rC>�tiT:tiOLjrHOLD Nl`t IS OFFICE OF THE ENGINEER D ECEHE TOWN OF SOUTHOLD SSP 3 0 2021 BUILDING DEPT TOWN OF SOUTHOLD Brian Cummings September 13, 2021 3 Planner ' Southold Town Planning Department 54375 Main Road Southold, New York 11971 Re: Harvest Pointe- Units 29, 30, 111, 112, 113& 114 Chapter 236 Inspection Dear Mr. Cummings: I have inspected Harvest Pointe and determined that the developer has achieved final stabilization for the front and side lawn areas of units 111, 112, 113 & 114. The rear areas have not achieved final stabilization but have been graded and should be fully stabilized within two weeks. I also inspected units 29 &30 and determined that the developer has not achieved final stabilization of the lawn areas but these have been graded and should be fully stabilized within two weeks. Additionally, the driveways of units 29 & 30 have not yet been paved but the base material has been placed and thoroughly compacted. Due to the location of the units, any stormwater runoff from areas that have not yet achieved final stabilization will not migrate off site. Therefore, the Engineering Department has no objection to Certificates of Occupancy being issued for these six(6) 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, U-� ,�'�I/, Michael M. Collins, P.E. Town Engineer cc: Michael Verity, Chief Building Inspector OFFICE LOCATION- MAIL NG ADDRESS: Town Hall Annex �� soy P.O.Box 1179 54375 State Route 25 ��� Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Southold,NY , Telephone:631765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD September 30, 2021 '7 Mr. Henry Alia Rimor Development LLC P.O. Box 908 Cutchogue, NY 11935 Re: Site Plan Inspection, Certificates of Occupancy Units 27-30, 39, 40, 43-46, 111-114 The Heritage a@ 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# 27-30, 39, 40, 43-46, and 111-114 of the above-referenced Residential Site Plan, with exception of supplemental evergreen plantings required behind units 45 and 46, have been completed based on the site inspection made on September 21, 2021. These units and the supporting infrastructure on site are now in general conformance with the approved site plan dated September 26, 2017 and the Planning Board supports the issuance of a Certificate of Occupancy for these fourteen (14) units. Please note that there are many ongoing conditions of the site plan approval, with the most relevant-to the occupancy of the residential units being no parking of vehicles, equipment, or dumpsters and no staging of materials on the internal streets being used by residents. These conditions will continue to be enforced. This letter does not condone any changes from the approved site plan and approvals from other agencies. Please call the Planning Department with any questions. Respectfully, Donald J. Wilcenski Chairman cc: Michael Verity, Chief Building Inspector Michael Collins, Town Engineer FIELD INSPECTION REPORT DATE COMMENTS , d FOUNDATION(1ST) FOUNDATION(2ND) ROUGH FRAMING& y a PLUMBING 11 tv, 1p Q OV r INSULATION PER N.Y. STATE ENERGY CODE Oar y %ibb FINAL tit IL AlV DITIONAL COMMENTS c - 0 ?-Yl m -13-a1 lf)j jao- (Lg�r 1- Px,� --60 .0-1 PVroV �y ��gUFF01q TOWN OF SOUI`HOLD—BUILDING DEPARTMENT z Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 oy�0 Yeaolr Telephone(631) 765-1802 Fax(631) 765-9502 https-//www.southoldtownngov For Office Use Only Date Received PERMIT NO. Building Inspector. Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's NOV 2 3 2020 Authorization form(Page 2)shall be completed. rL ����6C�T8®�`�®f�'�U9�®af(��`PERMI-T l '1 �"" ��?�'7 Le o Date: J Z 3 �b OWNER(S),OF PROPERTY: Name: Rimor Development Tax Map#:SCTM#1000- 102.01 - 02- Physical 2-Physical Address: � �h ^� -� � �• Phone#: 631-678-2667 Email: teama` 5@gmail.com Mailing Address: CONTACT PERSON: Name:Henry Alla Mailing Address: PO Box 908 Cutchogue, NY 11935 Phone#: 631-678-2667 Email: teamalia65@gmail corn DESIGN P.,ROFESSIONALINFORMATION: Name:GRCH Architecture Mailing Address: 3750 Express Dr. South Islandia,NY 11749 Phone#: 631-864-3395 Email: CONTRACTOR INFORMATION: Name:Rimor Development Mailing Address: PO Box 908 Cutchogue, NY 11935 Phone#: 631-678-2667 Email: teamalia65@gmail.com DESCRIPTION OF PROPOSED CONSTRUCTION VNew Structure ❑Addition ❑Alteration ❑Repair El Demolition Estimated Cost of Project: ❑Other Will the lot be re-graded? 2Yes ❑No Will excess fill be removed from premises? ❑Yes VNo PROPERTY INFORMATION Existing use of property: Intended use of property: Condo-resitdential Date of Purchase: Name of Former Owner: 1 Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? 2Yes ❑No IF YES, PROVIDE A COPY. 9 Check Box After Readings The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print n Henry lia 2Authorized Agent ❑Owner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF Suffolk ) Henry Alia being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Agent (Contractor,Agent,Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of a) but/� , 20 6 ' Notary Pu lic SHERRY PIRONE I NOTARY PUBLIC,STATE OF NEW YORK PROPERTY OWNER AUTH RIZ tion No. 01PI6388308 (Where the applicant is not he OVA8 i�ified in Suffolk County Commission Expires March 04, 2023 I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name f " - Frvr BUILDING DEPARTMENT-Electrical Inspector .,� ,r ' ;` `,F `� TOWN OF SOUTHOLD j I °, 2021 Town Hall Annex - 54375 Main Road - PO Box 1'179 Southold, New York 11971-0959 . qu Telephone (631) 765-1802 - FAX (631) 765-9502 .,�p � gyp• ..P jig =rlr- 3i. =2rogerr@southoidtownngov seandCa7southoldtoLiv .�ov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: � I Company Name: ' Name: t' License No.: 2 (D � em il: j�"- cc. NcincyN Address: 1 Phone No.: lv` JOE SITE INFORMATION (All Information Required Name: LL( Address: "' ' - 2_ `-e Q 5 Cross Street: I C Phone No.: 3 i - Bldg.Permit Lf 5 5qof email: ' ;�{'69S2 Tax Map District: 1000 Section: jC)Q, 01 Block: a Rb Lol: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: NZ Rough In Final Do you need a Temp Certificate?: Issued On Temp Information: (All information required) Service Siz _1 Ph 3 Ph Size: 1`�o A # Meters_ Old Meter# (eZwSe3rv' - Fire Reconnect- Flood Reconnect -Service Reconnected-Underground - Overhead # Underground Laterals 1 2 H Frame Pale Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION CPr VJ Request for inspection FormAs BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD 5 2 2 �p21 Town Hall Annex - 54375 Main Road -,PO Box 1179 Southold, New York 1 11971-0959 ��- g`�1` Telephone (631) 765-1802 - FAX (631) 765-9502 proerrsoutholdtownny.gov seandCZDsoutholdtownny.gov; APPLICATION FOR ELECTRICAL dNSPECTbN ELECTRICIAN INFORMATION (Ali information Required) 'Date:, _�- I Company Name: AVT J ERA, Name: - l- --- p T - Address: O 11 Y 146 7 --- JOB SITE TUFQRMAMON (AU.Information Require � --== = ----- -- -- -- -- Name: I LQC U Address: Cross Street: - .Phone No.: 31U :BIdg.Permit#: ,email: {. Tax Map District: 1000 Seption: pQ• } :Block: . int Lo rj BRIEF,DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: YES NO Rough In f=inal 'Do,you need a Temp Certificate?: ES O Issued On Temp Infor'Mation• (All information required) Service Siz '1 Ph 3 Ph Size: j. A #Meters Old Meter# _ ew Sery - Fire Reconnect- Flood Reconnect-Service Reconnected-Underground - Overhead -- - " --"FoieWork-doneon-$Underg-ro-u-nd Lateras " --H-Frame Additional Information: PAYMENT.DUE WITH.APPLICATION t Request for inspection Form.xis - - - -- -- --- -- - - - - - - -- PERMIT# I I ddress: Switches Outlets GFI's I (_ Surface Sconces HH'A W UA I-at I k-wter -k- -g- Fans � . . .... . . ... ... ..�.....-M, ,� .. �....` _,.Fridge. Exhaut --,----.--Oven Smokes _.__.__ ....._ ._.___.__.__.....__-__�iN_ --_______ __ __ __..._._.._ -,.r- _,-.__ __ __- Service- is -._.._...... ....�-_..-..,.,.-w_._... . ....... ..,r«_._...._..._..-........„.....,. .__ .,..._..,.-.. _ �_... .-..,....- : ......-...<.. .....„--..�-.... c_«_-... ...«._- - .f y Carbon .•:_.__ _ _. _ ____u _._____.,.__ __...___,.,r.. .Microj � _..,. . ..Generator-� �....._.................. ..._._.r_..._.-.._..._ _.._....,.' :�t� iti.c- .. _ •i l;i3b!v:t i.,_�r:4 i Com5 a C. Qkto ;• x ,;Traesfer -om'AC AH i• Nilnl�+' r- ,r. � Special: Comments s4., r• <w_`i . is >; .n.-..,. -�..>.. .�.-�,..,....,�.,.-..,..,_...,,.__,....,w,. ,....,...,a.,,.,,,.,. ......- .,..-.... ,...,..rte,4 -.....-r....,, n.......,..,«. -. .,-�.... .n_, a.r-. _v............. .«.- .,..,.....,.+w.. -a .y 5 - - t 6 CONSENT TO INSPECTION el the undersigned, do(es)hereby state: Owner(g)Name(s) That the undersigned(is) (are)the owner(s)of the premises i e T w of Southold,located atAAn -} (Z., which is qhown and designated on the Suffolk County Tax Map as istrict 1000, Section jSj.01 Block��,Lot That the undersigned(has) (have)filed, or cause to be filed, an application in the Southold Town Building Inspe tor's Office for the f llowin 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: 4Ne) (Signature) (Print Name) UIL7m -3 Tr:7- TYPE B—D RAMP R7 /� r :4=a6Yz' * y y�Pvy arc: 4' azs > ' c�+' �_�`P.'�=�z„��..,�}�s�� ..,may-��L',Sv s��.�s:.�';�: ��._ r�'"- - -mss- '3:�!�'_ �^-•-�_- £ '2c29 _��'�i� -.wZ"r?�`z`= �;x-:'�rT�"Y�h�+'�.-�+n`"��'- ti �����fi�-'--•�+`•�-` _ __ n� s..?' `�'--"err- _•_� .'k -- _ _ca_.n_ra'•'>"v�vr. ,,y .,�.� -- ���^� - "'A`I �- - _ _ _^ - '-2 - - __ - - -_baa•� N =xs:�=-_ -_-_ --��=' � _��. - - - �_,� '�•e�3��-�,r;- ;���'.�; -�'��-rte`-���,����-���.��'�off_ �.�gu,�Rs. - - �-_ - __� �' `-" R'� rsr''��'� ,... =r Y >ti--.3-"r�'"`�"F`"-.` �... _ si'ri.. :.�=-�Fr_e.�. z;x"-�'�s�: �x_�::'"���•,a;�=,�:,�x'� .'Y y,.,�. ___ -�.,,._ .�v+ �'�'S'�_-=..r-6.-'..'v-'.�'� - _ _ _- __ _ �'>^,.. ",�.=R_` --�':-�s"'-Y"",., s= ��,..;ti.� :,-::_. �__� zea} -%a+}''-�•.�=.p&--.`"�`�``v �-�,'-''' _ ,�`�;�'r.�g - �� .4�_ .f-p, - ��" ;�,c-�;.; r� t_ �,_ _ _,•�����._�,�., _���.�-�_�,� _�t _ X30,; _ - ;���,�r��.=���;_-$BCr-`� - � �� ��•` - - .�.c,_'�c0 �".'^>� ��x's >������-,�i�-�N<.k, -� as _ -.3- a-_-s` - "=�.r�- _.-��•..T-��"""`µ'�.r...--� � _ 'rsv'�-...F��� 'tt.'�- �` - ��;.....•v ��.a`� g�3„,4��'��c:.�-,:-�;v-. �3, —�_ `r"w=� ',�'",�'`' ..a� ',_ ..>r_-.a. _�{;€"' :tom- -.+� ��_''•'=�i'a=�' ?. e;'�ri:.-,_ '-•�s.,�Q rid x" `' ��.2' - Y HYD _ -2� y ��� ��,.�- ���t>�__ ` �u «' FLUSH CURB WITH PAVERS LA 110 111 A 113 114 49.22 A 40.22' 39.22' PROPOSED HYDRANT, ROAD TO BE WIDENED TO 26 FT. AT HYDRANT (TYP) 75' BUILDING SETBACK 50' BUFFER - o j SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES FOR•OFFICE USE ONLY , �r� . -6FFICE OF WASTEWATER MANAGEMENT 360 YAPHANK AVENUE,SUITE 2C,YAPHANK,NY 11980 Health Department Ref.No." (631)852-5700 OR HealthWWM@suffolkcountyny.gov APPLICATION TO UPDATE 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. r,SECTION 1-` FOR ALL RENEWALS AND TRANSFERS EXISTING REFERENCE NUMBER: R10-17- Tax Map No.: 1000 District Section Block Lot -710-2-,,0 t 2 5 Name of,CurientApplicant: Riinor.Developrnent LLC' ; " - "'' (63.1" - "735_9200' Mailing Address•PO;Box 908,,Cutchogue,,NY 1:1935 Eail Address:teamalia65@griail:com.,= .` . ... ; Name of Current Agent:Henry Alia 'Tel#: X631) 67$2667 Mailing Address:PO Box 908, Cutchogue, NY 11935 Email Address:teamalia65@gmail.com �. ��� dam ? DATE OF ORIGINAL APPROVAL:09/08/2017If more than 6 years o18 anc SCDHS sitspectioits have not been rformed,a new a licatio` - Ube re uired-Z- SECTION1-, 'FOR TRANSFERS WITH PREVIOUS APPLICANT/AGE NT PEIItVIISSION -' Name of Previous Applicant/Agent: - I hereby transfer all rights and interest in the above referenced permit to the new apbTWn 4med above; Signature of Previous Applicant/Agent: Date: SECTION 3 , FOR TRANSFERS WITHOUT PREVIOUS APPLICANT/AGENT PERMISSION Name of Previous Applicant's Tel#: ( ) - Architect/En ineer/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: °zSECTIONA-,. FOR ALL RENEWALS AND TRANSFERS Application is hereby made to[ ]TRANSFER, a permit to construct in accordance with this application,surveys and plans submitted. I here y Tice y t I have examined this complete,application and the statements therein are true and correct,and that all work shall be done i a o ance ith all applicable Town,County,State and Federal Laws. "Any false statement made herein is punishable as a misd m r urs t t 10.45 of New York State Penal Law." Signature of Current Applicant/Agent Date Print Name of Current Applicant/Agent � l enry A is Title Agent/Project Manager DEPART SE ONLY Permit is Transferred/ enewe Usrtil 1 $d 23 Number of.BedroomsApproved ` Signature°of Department Representative �,1�i�'— ^'�'" Date 10--G20- WWM-104(Rev.02/12) PIPE SHALL BE 15" CPP WITH A SLUF/f: OF U% - • © STANDARDS: SPECIFICATIONS SHALL INCORPORATE THE PROVISIONS FOLLOW UNLESS OTHERWISE NOTED: • OF THE AWWA STANDARDS AND/OR MANUFACTURER'S RECOMMENDED IECTIONS TO BE 4" DR-18 WITH MINIMUM SLOPE INSTALLATION PROCEDURES. o BEDDING: A CONTINUOUS AND UNIFORM BEDDING SHALL ,BE PROVIDED E MINIMUM 6" DR-18 PVC OR CAST IRON WITH A IN THE TRENCH FOR ALL BURIED PIPE. BACKFILL MATERIAL SHALL BE TAMPED IN LAYERS AROUND THE PIPE AND TO A SUFFICIENT HEIGHT ABOVE THE PIPE TO ADEQUATELY SUPPORT AND PROTECT THE PIPE. IE C900 BLUE BRUTE DR-18 PRESSURE PIPING STONES FOUND IN THE TRENCH SHALL BE REMOVED FOR A DEPTH WATER MAIN TO BE 10" WITH -6" HYDRANT OF AT LEAST SIX INCHES BELOW THE BOTTOM OF THE PIPE. SERVICE CONNECTIONS TO BE 1". 9 COVER: ALL WATER MAINS SHALL BE COVERED TO A MINIMUM DEPTH OF 54 INCHES WITH EARTH OR OTHER INSULATION TO PREVENT NIMUM OF 10 FEET OF SEPARATION BETWEEN FREEZING. ' VER/DRAINAGE LINES. ® BLOCKING: ALL TEES, BENDS, PLUGS AND HYDRANTS SHALL BE NIMUM SEPARATION OF 20 FEET FROM SANITARY PROVIDED WITH REACTION BLOCKING, TIE RODS OR JOINTS DESIGNED kLL DRA'S AND DRYWELLS. TO PREVEN`f MOVEMENT. NIMUM SEPARATION OF 10 FEET BETWEEN 3, TESTING WATER/DRAINAGE LINES. PLANS AND SPECIFICATIONS SHALL REQUIRE THE FOLLOWING: :RVICES TO BE INSTALLED BY PSE&C AND AAY VARY DUE TO FIELD CONDITIONS. ELECTRIC o PRESSURE AND LEAKAGE TESTING: ALL TYPES OF INSTALLED PIPE HYDRO-ACTION UNITS SHALL MAINTAIN 5 FEET SHALL BE PRESSURE TESTED AND LEAKAGE TESTED IN ACCORDANCE ON FROM ALL SANITARY APPURTENANCES. WITH THE LATEST EDITION OF AWWA STANDARD 0600. A DISINFECTION: WATER MAINS ARE TO BE DISINFECTED IN /DRAINAGE LINE CROSSINGS SHALL MAINTAIN A ACCORDANCE WITH AWWA STANDARD C-651-86, OR THE LATEST 'ARATION OF 18" MINIMUM BETWEEN PIPING. (SEE REVISION, DNTRACTOR SHALL ENSURE ALL CROSSING BACTERIOLOGICAL..TESTING: BACTERIOLOGICAL ANALYSES OF WATER DURING CONSTRUCTION. SAMPLES COLLECTED AFTER DISINFECTION ARE REQUIRED AT LOCATIONS SPECIFIED BY THE SUFFOLK COUNTY DEPARTMENT OF TO MAINTAIN ALL REQUIRED VERTICAL HEALTH SERVICES, GENERALLY, A BACTERIOLOGICAL SAMPLE IS REQUIRED FOR EVERY 1000 LINEAR FEET OF WATER MAIN OR PORTION THEREOF. NSTALLED UNDERGROUND. Habitable Garage Area nit Nui'r►bers Area (SF) (SF) Total (SF) Harvest- Pointe t 10,14 77-124 1,999 486 2,485 uC 3,8,3.0,12,14, .,23,26,27,29, Cutchogue, New York 33,36,39,41,45 1,599 363 1,962 Town of Southold 17,49,50,52,54, i8, 59,68, 72, 7.6 No. Revision Date Appvd. ,$,6,9,11,23, 13 TOVIN/SCDHSREVISIONS 7/28/17 AVL L9,20,22,24, 12 TOWN REVISIONS 6/14/17 AVL ,8,30,32,35,38, 1 1,599 363 1,962 11 SCDH REVISIONS 4/22/17 AVL 12,44,48,51,53, 10 REVISED PHASING PLAN PER TOWN- 4/6/17 AVL ;0,62,64;66;70,--- - --73,7�•,7rJ�__�- -'-_-_ --�_�----=-- -:. -_ --_:-- -- -- _ - - - -- - 9-_ TUiA'td•REVfSIOt�f��'_•--_-_-.- -- .-'=-=-`=._"e=3/27197=�"- _�=_AVL=-----'-ti :-__-<-_- 7,34,37,43,55, 8 SCDH REVISIONS 3/9/17 AVL 1,599 1979 I � w Y q?. 63,65 67 69 71 380 P.. . v"<' , -�: , .,•; ! 1 ,4. ... tih'+if*?i +v^_. .,?t,•�'.,li?.`.�Wrr;'• �:S:n. .?�i' e', �'�'"}J,yy,•''ou.` �,' bti-%• ettr •-.'i�x.PFk3.'fLfiza', -c•'t C.r nzft... r : ..,.>.V.h :;:'V 4r;LY.I.'N•px..vs,.... _- Lir14 ,�=•`f_i: ,-:'•4'-.x'151. _ ..fi'i:.!(' ..� 1. � 15,16,17,18 1,999 408 2,407 Issued for Date .duly 10, 2015 N/A 6,188 N/A 6,188 UM 100"0-102-01-33.3 warmD SCDH > eova� V$I� qq VkRr AS"W rrlll:smri cri 0.4`11VIF -1 z.7 In, ._. Drawing Number w i FORv"'I u m-L/- —uErigI»m's (�� � �s^at-� sus ar a. nwf^a w nn a x+ ..s+ a di OV– ' C—k ' �1�fIR `a r i~ v�:F RISu•11��MDk str2,0 AP- WA1 159, Lsw4e E, W c7 I 4 -4 Cri Sheet of 9 2s`' PC,-,Stoll" Project Number 29305.00 NOTES:. THE-OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM 1111111 TO THE 43.8' cq - PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE ih co NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, r _ 1'5' a PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. 8.3' n 1.5' r: }Ch 00 I IT ISA VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY ZM 4'8� j W PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED O U z PROFESSIONAL.ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY.IF Z D �-- cV m r 1 AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE o Z ri a V1 1 n ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND � F m y 1/I\� III IJ THE NOTATION"ALTERED BY FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH 1.4, O 0 j 1 'llllll ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. LL 12:6' r `1 / COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED O l ^ I ^ /G•Y SEAL OR EMBOSSED SEAL.SHALL'NOT BE CONSIDERED TO BE A VALID TRUE COPY. 3.3' O b LL O LJJ C` �I(I U 111 11 U `- _ NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS H OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED. v �. 1.0' 28 5' p _R z W PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE N 20.4' '- CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS OTHER THAN VISIBLE PERMANENT STRUCTURES. N 53°05'40" E 33.28' a (- COPYRIGHT®NELSON&POPE,ENGINEERS AND SURVEYORS.ALL RIGHTS RESERVED.NO PART OF THIS DRAWING MAY BEREPRODUCED BYPHOTOCOPYING, O 20.5' RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED F_ 28.5' CV N IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN N U) 'PERMISSION OF THE SURVEYOR. h 1 O CO THIS PLAN WAS PREPARED TO ASSIST IN OBTAINING FRAMING PERMITS FROM LOCAL 3.3' J M fV MUNICIPALITIES AND IS NOT AUTHORIZED NOR GUARANTEED FOR ANY OTHER ra Z II w (n - PURPOSE. Z 0 � 12.T O W 1.3 Z N > Pi Q0 0 cl Ill N LLLL Z Ln u. ui Zo = M T� 8.3' LL O 3.7' 4.8' !� ih t. 1.5' c� 1.5' 43.8' 3.8' N 53005'40" E 41.80' w 00 N � I 0 co LC) X do %p,Q, 1c ' - a¢ = S 81034'23" E' 67.78' J I "rte t JAZZ P 0�cQ ' AND•Sv��`% d �, .� cc. o . c:) ( rrrlrrll►�� CS, S0 ° cS� ti M 01-08-2021 FOUNDATION LOCATION 167.99' (ACTUAL) `" 'FOUNDATION AS-CONSTRUCTED FOR R=275.00' UNITS 111-112 UNIT DESIGNATION MAP OF L=77.85' S52055'20"W HARVEST POINTE CONDOMINIUM 2 W w FILE NO.:490 FILED September 28, 2020 O SITUATED AT e N a? d- o I CUTCHOGUE o C 't TOWN OF S 40052'38" E M O LO TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK 27.03' ��,N 1- SOUTHOLD S.C.T.M.DISTRICT 1000,SECTION 102.01,BLOCK 0200,LOTS 55&56 S52055'20"W U' NELSON & POPE 19.24' ENGINEERS & SURVEYORS � 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 ^ 1 - - _ PHONE(631)427-5665 FAX(631)427-5620 WWW.NELSONPOPE.COM LCL SCHOOL HOUSE DRAWN BY: JE CADD No.;INDIVIDUALS 00 26 S SCALE: ~ LANE CHECKED BY: PE FILE NO.: SHEET NO.: 1 OF I DATE: 1-19-21 PROJECT NO.: 00026 ,"-30' DI° NOTES- CONTROL THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE O MODULE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, I PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION 43 8' m co M � IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, 7 0' '- 1.5 .- PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY 8 3' W PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OFA LICENSED 4 8'M 0] PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY IF W 7' AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE 'n Z U U U_Z o cn LU L ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND WZK ^ WZ cnm 'r., W U O 00 O � W II II fV � � THE NOTATION"ALTERED BY FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH a 4. J J I_" N: D. It m ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. 15 3' 1 4' W LL tL ? O > COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED LL O r— a D. m SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY p, N I 12 6' NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS UFO 3 3' W = OR RIGHT OF WAYS,IF ANY.NOT SHOWN ARE NOT CERTIFIED U' STONE BASE I v W DRIVE EGRESS WIN. W/8"PAVER I O PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE WELL,TYP. 0 J Q 1'0' BORDERCONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, ~ DI° SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS 285' I oN 53°05'40�E 33.28' O Lu Lu OTHERTHAN VISIBLE PERMANENT STRUCTURES a❑ N2D4' O I UJI <W X Q RESERVED NO PART F THIS E.ENGINEERS AND SURVEYORS ALLRIGHTS o DS DRAW NG MAYBE REPRODUCED BY PHOTOCOPYING, a❑ I a I �'- O m d RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED W EGRESS WIN o 20IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN .5' m PERMISSION OF THE SURVEYOR WELL,TYP. F. 28 5' I a W m CV O On U) 1 0' ST DRIVE SE U to DI° OF O'LO 33' I - W/8"PAVER I D CD ''^^ p Q _ BORDER O CD Of °; 111 W 2 L_ 12.T O O 153, 13 a ^ §U . I?C14aW W CN .J LL_ZVm It W MM rh UZL Z it 2 O CO oLL W ' a M = Tn R' C7 4 8'r- U) 0 7 01 N c7 DI b1 1 5' 1 CV 43.8' M W Do N 53005'40" E 45.80' 0 4 Op II � O!= �0 r': �� r L71 io Lo '�2��� DAV,o a01 fA 0213 S 81034'23" E 67.78' 0, JI Q W 00'09< �O.S1�0. HI o �g i9�Oi U _ct �® �� S10ca Q I o ti M 01-06-2021 FOUNDATION LOCATION N FINAL SURVEY FOR 167.99' (ACTUAL)VA 03-23-2021 SANITARY AS-BUILT UNITS 111-112 UNIT DESIGNATION MAP OF R=27.85' S52°5520"W 06-30-2021 FINAL SURVEY HARVEST POINTE CONDOMINIUM 2 L=77.85' W wI FILE NO.:490 FILED September 28, 2020 CJ SITUATED AT N11 D? I TOWN OF I CUTCHOGUE S 40052'38" E TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK ° ' oN co,N THOLD S.0 T M.DISTRICT 1000,SECTION 102 01,BLOCK 02 00,LOTS 055 000 8 056 000 27.03' x, ch I SOU S52 5520"W S 52°55'20"W NELSON & POPE 19.24' 34.7;7' ENGINEERS 8 SURVEYORS _ I — 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 PHONE(631)427-5665 FAX(631)427-5620 Z I.- - WWW.NELSONPOPE.COM SCHOOL HOUSE DRAWN BY: NP CADD No.: I L� � aoaz6 1 SCALE: ~ LANE 1 CHECKED BY: MS FILE NO.: SHEET NO.: 'I OF'I 1"=30' DATE: 07-07-21 PROJECT NO.: 00026 1 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, 11ELECTRIC W Iw I Q PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION PANEL _UI j ; IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, >t9 I PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY DI° W w W W PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED in U 1- PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY IF Q AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE CONTROL < W I - ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND O d MODULE Q O W o THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH Q O X wALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION w 43.8' m 1" WATER m a� m Cl) Nr) SERVICE U I W COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED D_ p _ 1 5, .- W O SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BEA VALID TRUE COPY. O-) 8 3' LU k w ; z NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS LIQ 4.8'c6 N' m w I� OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED CC) Z r I UNDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED C12 U LL w `- fV :D O ; AS TO ACCURACY,EXISTENCE,EXACT LOCATION,TYPE OR USE,ACTIVE OR INACTIVE Z O� ❑ H t; U Iw I ELECTRIC AND GAS UTILITY LOCATION PROVIDED FROM PSEG DISTRIBUTION DESIGN Go (� Z m PLAN DATED 7/21/18 LOCATION OF GAS AND UTILITY IS APPROXIMATE AND LOCATED N Z'^- }d F-M 14. 0 w m D I 3 TYPICALLY IN THE SAME TRENCH ACCURACY OF UTILITY IS NOT GUARANTEED NOR IS > W Q' ,�=- 1 1 1 THERE ANY GUARANTEE THAT ALL EXISTING UTILITIES ARE SHOWN ON THIS MAP N y 4"SDR-35 U N I 12 6' 0 I CONSULT WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR S 5 3 3' W I I w FURTHER DESIGN 25' a 3 Z Z ?Ny cFagg; I < I U w PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE LO fl) J w 1 O' O_ U, I w CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, Q SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS DI° ems- 265' I o I LU OfIw ; OTHER THAN VISIBLE PERMANENT STRUCTURES y Im p COPYRIGHTO NELSON 8 POPE,ENGINEERS AND SURVEYORS ALL RIGHTS �'• DI C7 RESERVED NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED y W GE = E w I IN OR BY ANY COMPUTER OR OTHER SYSTEM WnHOUTTHE PRIOR WRITTEN G U) PERMISSION OF THE SURVEYOR O 4.0 n 28 5' N 20 5' O ; /�//�' ADDITIONAL IMPROVEMENTS AND/OR POSSESSION,IF ANY,NOT LOCATED,NOT >:00 LOFi. � DO � d>� I, C7 O I U ' U) SHOWN DI° Z M 21' O> p Z I g 1 0' U I I ALL SANITARY PIPING 4"AND 6'SDR-35,TYPICAL 4"SDR-35 3.3 Q "I Q. I 3 ¢W � w _zo �' 0w I NEIL 1z 7' 13, Q LU Q O a=te LL z in 0 _ � ';Z I) PFT �� cnz> w I �2 o<z ui �C3 Z Iw ; Q (O� yZ Cr 4< 65 U LU 63 Wi 48'i. CI I Of DI° i0 N 15' ' N W w w W � o.° °D 1" WATER 438' J �"� SERVICE r, ; ��SF� LANA DUa s OLK COUNTY DEPARTMENT OF HEALTH SERVOCES 1 APPROVAL OF CONSTRUCTED WORKS FOR A SINGLE FAAkIKY RESIDENCE 41��, ®�Q .SUN 20 ,� ROS (I w8wr SUkow I J 01-08-2021 FOUNDATION LOCATION Q Ism & ° Q Mor J SANITARY SYSTEM AS-BUILT TABLE SANITARY AS-CONSTRUCTED?FOR ' 03-23-2021 SANITARY AS-BUILT8 BEDR " STRUCTURENAME TIE A TIE B UNITS 111-112 UNIT DESIGNATION MAP OF 1 UNITS#111-112 HARVEST POINTE CONDOMINIUM 2 C6'�ag ������� �o ��V�� ST-1 34.6' 35.1' FILE NO.:490 FILED September 28, 2020 D- 9 9 ST-2 38.0 41.2' SITUATED AT CUTCHOGUE �flCe of Aast ter p p LP 38.8' 57.9' TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK� ! S C T.MI DISTRICT 1000,SECTION 102 01,BLOCK 02.00,LOTS 055.000&05fi Q00� HEALTH DEPARTMENT REFRENCE NUMBERS&AREA'S sO L NELSON + POPE UNIT No. HD REF No. HABITABLE AREA GARAGEAREA TOTAL GROSS FLOOR AREA 1� 111 R10-17-0165 1,999 S.F. 486 S.F. 2,485 S.F. ■ if engineers•architects•Surveyors 112 R10-17-0166 1,999 S.F. 486 S.F. 2,485 S.F. 70 Maxess Road,Melville,NY 11747. 631.427.5665•nelsonpope.com DRAWN BY: NP CADD No.:INDIVIDUALSURVEYS1SCALE: CALE: CHECKED BY: PE FILE NO.: SHEET NO.: 'I OF'I DATE: 04-30-21 PROJECT NO.: 00026 11.—30' i I I 1 �- APPROVED AS NOTED Russ PLACARDiNG REQUIRED � DATE: 1, 7- B.P.# ` 6:-, 5`To2 FEE: 3. 2 By NOTIFY BUILDING D r°ARTMENT AT ELECTRICAL 765-1802 8 AM TG 4 PM FOR THE IN��ECTI®� �������® FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION PLUMBER CER TIFICATION 4. FINAL - CONSTr,'C °! MUST ION BE BE COMPLETE. = . ICATEOFOCCU,PANC) ALL CONSTRUCTION SHALL MEET THE C,ERTIF REQUIREMENTS OF THE CODES OF NEW SOLDER USED IN WATER YORK STATE. NOT RESPONSIBLE FOR SUP-PL YSl'STEM CANNOT DESIGN OR CONSTRUCTION ERRORS. E. CEED 2/10 OF 1; LEAD COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF PLUMBING ALL PLUMBING WASTE &WATER LINES NEED"' SOUTHOLD TOWN PLANNING BOARD TE9TINO BEFORE COVERING S Must provide Manuals er OCCUPANCY OR NYS Enera Code USE IS UNLAWFUL WITHOUT CERTIFICATE Blower door OF OCCUPANCY and ductwork testing required. DO NOT PROCEED,WITH RETAIN STORM WATER RUNOFF `'.'FRAMING UNTIL SURVEY,,, All exterior lighting PURSUANT TO CHAPTER 236 OF,EOUNDATION LOCATION installed,replaced or OF THE TOWN CODE. HAS1BEEN APPROVED.,, repaired shall conform to Chapter 172 of the Town Code PLANS ARE IN CONFORMANCE WITH THESE APPLICABLE CODES: TABLE R405.1 � �"j ) R302.12 Oraftsto in In combustible construction where there is usable s ace both above and below the concealed s ace of a Section R316 Foam Plastic Z w 2020 RESIDENTIAL CODE OF NEW YORK STATE PP g' P P Properties of Soil Classified According to the Unified Soil Classification System Z 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 W C , 2020 EX I STING BUILDING CODE O F NEW YORK STATE feet. Draftstopping shall divide the concealed space into approximately equal areas. Where the assembly is enclosed by a materials. UNIFIED SOIL VOLUME g SOIL CLASSIFICATION CHANGE 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 Q 2020 FIRE CODE OF NEW YORK STATE following circumstances: the job site shall bear the label of an approved agency showing the manufacturers name, the product listing, product identification SYMBOL CHARACTERISTICS POTENTIAL EXPANSION O �� Iv and information sufficient to determine that the end use will com I with the re uirements. GW WELL GRADED GRAVELS, GRAVEL SAND MIXTURES, M 2020 MECHANICAL CODE OF NEW YORK STATE 2. Floor framing is constructed of truss-type open-web or perforated members. PY q ' R 302.1.12.1 Materials. Draftstopping material shall be not less than 1/2 inch gypsum board, 3/8 inch wood structural R316.4 Thermal barrier. Unless otherwise allowed in Section R316.5, foam plastic shall be separated from LITTLE OR NO FlNES G000 Low Low Q r j a 2 2020 PLUMBING CODE: 0 F NEW YORK STATE p the interior of a buildin b an a roved thermal barrier of not less than gyp GP POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES, GOOD LOW LOW Z V anels. g y pp � inch sum wallboard. LITTLE OR NO FlNES � � � ` 2020 PROPERTY MAINTENANCE CODE OF NEW YORK STATE AND NEPA 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- 0 rn M R302.13 Fire protection of floors. Floor assemblies that are not required elsewhere in this code to be fire-resistance rated, shall be 1. Attic access is required by Section R807.1. LITTLE oR No FlNES GOOD LOW LOW H 4--J = u) � ` 2020 NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE- provided with a 1/2 inch gypsum wallboard membrane, 5/8 inch wood structural panel membrane, or equivalent on the 2. The space is entered only for purposes of repairs or maintenance. sP POORLY GRADED SANDS, OR GRAVELLY SANDS, GooD LOW LOW � '� QOM LnTLE OR NO FlNES 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 ;+= cv>. RESIDENTIAL P�',OVISIONS Exceptions: against ignition using 3/8 inch gypsum board. sM ~ _C ,n(D z _ SILTY SAND, SAND SILT MIXTURES GOOD MEDIUM LOW 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 ce CLAYEY GRAVELs, GRAVEL SAND CLAY MIXTURES MEDIUM MEDIUM Low Z U "�C M SECTION R101 perimeter joist space without the thermal barrier specified in Section R316.4 subject to all of the following: O SC CLAYEY SANDS, SAND CLAY MIXTURES MEDIUM MEDIUM LOW Q W 2 M GENERAL Section R303 1. The thickness of the foam plastic shall be not more than 3y4 inch. U o �, � ML INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR, _ � co Li ht, Ventilation and Heatin 2. The densi of the foam lastic shall be in the ran a of 0.5 and 2.0 ounds er cubic foot. ti ao o e of NYS for One and Two Famil Dwellin s shall a I to the construction, alteration, 9 9 P 9 P P SILTY OR CLAYEY FIND SANDS OR CLAYEY SILTS WITH MEDIUM HIGH LOW ❑ R101.2 The provisions of the 2020 Residential C d y g ppy gg 9 9 9 p P P p y g P GRouP 2 R303.1 Habitable rooms. Habitable rooms shall have an a re ate faun area of not less than 8 ercent of the floor area of such 3. The foam lastic shall have a flame s read index of 25 or less and an accom an in smoke develo ed index of 450 or less sLIGHr PLAsncITY `�' movement, enlargement, replacement, repair, equipment, use and occupancy, location, removal and demolition of detached one and rooms. two family dwellings and townhouses not more than three stories above grade plane in height with a separate means of egress when tested in accordance with ASTM E 84 or UL 723. cL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, Exceptions: GRAVELLY CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN MEDIUM MEDIUM T0�OW and their accessory structures not more than three stories above grade plane in height. CLAYS (D _ 1. The glazed areas need not be operable where the opening is not required by Section R310 and a whole-house Section R317 Protection of Wood and Wood-Based Products Against Decay 0- R202 Definitions: mechanical ventilation system is installed in accordance with Section M1507. R317 AIf sills and plates on exterior foundation wall to be pressure preservatively treated in accordance with AWPA U1. R404.1.6 Height above finished rade. Concrete and mason foundation walls shall extend above the finished rade adjacent to h Continuous Insulation: Insulating material that is continuous across all structural members without thermal bridges other that d artificial li ht is rovided that is rY 9 J e 2. The glazed areas need not be installed in rooms where Exception 1 is satisfied an g p Foundation wood girders: wood girders seated in exterior foundation walls to have min. 1/2 inch air space all sides or ends foundation of all points a minimum of 4 inches where mason veneer is used and a minimum of 6 inches elsewhere. rY fasteners and service openings. It is installed on the interior or exterior or is integral to any opaque surface o e w ing capable of producing an average illumination of 6 footcandles (65 lux) over the area of the room at a height of 30 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 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 stairwa illumination. Exterior stairwa s shall be rovided with an artificial li ht source located at the to landin of Windborne Debris Region• Areas within hurricane-prone regions located within 1 mile of the coastal mean high water line where y y P 9 P 9 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. the stairway. Exterior stairways providing access to a basement from the outdoor grade level shall be provided with an and end use. Section R405 Foundation Drainage the ultimate design wind speed (Vult) is 130 mph or greater. artificial light source located at the bottom landing of the stairway. R317.1.1. Field treatment. Field-cut ends, notches, and drilled holes of preservative-treated wood shall be treated in the field in R405.1 Concrete or masonry foundations. Drains shall be provided around concrete or mason foundations that retain earth and Z R301.1.1 Alternative provisions. As an alternative to the requirements in Section R301.1, the following standards are permitted subject to the limitations of this code and the limitations therein. Where engineered design is used in conjunction with these standards, the accordance with AWPA M4. o{heosea habitable or usable spaces located below grade. Drainage tiles, gravel or crushed stone drains, perforated pipe or Section R305 R317.3 Fasteners and connectors in contact with preservative treated and fire retardant treated wood. Fasteners, including nuts and pproved systems or materials shall be installed at or below the top of footing or below the bottom of the slab and design shall comply with the Building Code. U 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. � 1. AWC Wood Frame Construction Manual (WFCM). (2015 EDITION) R305.1 Minimum hei ht. Minimum ceilin hei hts of 7'-0" in habitable rooms. Minimum ceiling heights of 6'-8" in bathrooms, toilet section. The coating weights for zinc coated fasteners shall be in accordance with ASTM A 153. Stainless steel driven fasteners Exception: A drainage system is not required where the foundation is installed on well drained round or sand ravel R301.1.3 Engineered design. Where a building otherwise conventional construction contains structural elements exceeding the limits of Section 9 9 9 9 9 F- R301 or otherwise not conforming to this code, these elements shall be designed in accordance with accepted engineering practice. rooms & laundry rooms. 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. � The extent of such desi n need ons demonstrate corn liance of nonconventional elements with other a licable rovisions and shall Exceptions: 9 Y P PP P 2. A shower or tub a ui ed with a showerhead shall have a ceilin hei ht of not less than 6 feet 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 Z be compatible with the performance of the conventional framed system. Engineered design in accordance with the International q PP 9 9 and placed in a position that is visible from the street or road fronting the property. Address identification characters shall 406 O Building Code is permitted for buildings and structures, and parts thereof, included in the scope of this code. of not less than 30 inches by 30 inches at the showerhead. R .1 Concrete and masonry foundation dampproofing. Except where required to be waterproofed, foundation walls that retain U contrast with their background. Address numbers shall be Arabic numbers or alphabetical letters. Numbers shall not be spelled R301.2.1 Wind desi n criteria. Buildin s and ortions thereof shall be constructed in accordance with the wind provisions of this code using 3. Beams, girders, ducts or other obstructions in basements containing habitable space shall be permitted to project to within out. Each character shall be not less than 4 inches in hei h wi earth and enclose interior spaces and floors below grade shall be dampproofed from the higher of (a) the top of the � 9 9 P g t th a stroke with of not less than 0.5 inch. Where required by the ultimate design wind speed in Table R301.2(2) as determined from Figure R301.2(5)B. 6 feet 4 inches of the finished floor. footing or (b) 6 inches below the top of the basement floor to the finished grade using a bituminous coating. O the fire code official, address identification shall be provided in additional approved locations to facilitate emergency response. R301.2.1.2 Protection of o enin s: Window lazin in windborne debris re ions shall be rotected to meet the re uirements of the lar a missile R308.4 Hazardous locations. The locations specified in Sections R308.4.1 through R308.4.7 shall be considered to be specific LL P g g g g p q g Where access is by means of a private road and the building address cannot be viewed from the public way, a monument, pole R406.3.3 Porous Fill. The s ace between the excavation and the foundation wall shall be backfilled with porous fill up to a height of E- M test of ASTM E1996 & ASTMI E1886 per section 301.2.1.2.1. Garage door glazing shall meet impact-resisting standards or hazardous locations for the purposes of glazing. or other sign or means shall be used to identify the structure. Address identification shall be maintained. P ANSI/DASMA 115. R308.4.2 Glazing Adjacent to doors. Glazing in an individual fixed or operable panel adjacent to a door shall be considered to be a one-half of the backfilll heioght and covered with strips of 30 pound asphalt paper or 6 MIL polyethylene to permit water Z rn hazardous location where the bottom exposed edge of the glazing is less than 60 inches above the floor. Section R321 Elevators and Platform Lifts seepage while avoiding infiltration of fine soils. The remainder of excavated area shall be backfilled with the same type of 0) Exception: Wood structural panels with a thickness of not less than 7/16" and span not more than 8'-0" shall be permitted for 1. Where the lazin is within 24 inches of either side of the door in the lane of the door in a closed osition, soil os was removed durin excavation. opening protection. Panels shall be precut and attached to the framing surrounding the opening. Panels shall be predrilled and 9 9 P P R 321.1 Elevators. Where provided, passenger elevators, limited use and limited application elevators or private residence elevators shall 9 ❑ secured with the attachment hardware rovided. 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 p comply with ASME A17.1/CSA B44. inches of the hinge side of an in-swinging door. 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 TABLE R301.2 1 Re 321.2 Platform Lifts. Where provided, platform lifts shall comply with ASME A18.1. ( ) 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. Section R322 Flood Resistant Construction GROUND Wind Design SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER Air Mean a hazardous location. R408.4 Crawl space access panel to be min. 18" by 24". Openings through perimeter wall shall be not less than 16" by 24". FROST LINE FLOOD g P R 322.1 General. Buildin s and structures constructed in whole or in art in flood hazard areas, includin A or V Zones and Coastal A SNOW SPEED Topographical Special Wind DESIGN DESIGN REQUIRAYMENT HAZARDS Index Annual Exce tions: Zones, as established in Table R301.2(1), and substantial improvement and repair of substantialgdamage of buildings and TERMITE DECAY p 1. Glazin ad scent to walkin surface and rail is installed 34"-38" above landin R502.2.2 Blockin and subfloorin Blockin for fastenin anel ed es or fixtures shall be a minimum of utilit rade lumber. LOAD (mph) Effects Wlnd bourne CATEGORY WEATHERING DEPTH TEMP REQUIRED Index Tem g j g g• structures in floor hazard areas, shall be designed and constructed in accordance with the provisions contained in this section. 9 g' 9 9 P 9 y 9 ~� 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 Subflooring shall be wood structural panels as specified in Section 503.2. Fireblocking shall be of any grade lumber.-� 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 0 48 o.c, max. where beam is not located under wall to O w MODERATE SLIGHT TO 10 Section R310 Emergency Escape and Rescue Openings and constructed in accordance with ASCE 24, allow for piping or vents. ^ 20 140 NO (B) SEVERE 36' TO HEAVY MODERATE De rees Yes X 1500 R 322.1.5 Lowest floor. The lowest floor shall be the lowest floor of the lowest enclosed area, including basement, and excluding any j 9 / 9 P.y 9 UNFINISHED BASEMENTS IN A SINGLE FAMILY HOME & IN EACH TOWNHOUSE UNIT BASEMENT, ARE REQUIRED TO HAVE AT LEAST R502.6 The ends of each oist, beam or irder shall have not less than 1 1 2 inches of bearin on wood or metal and not less W ONE EMERGENCY ESCAPE AND RESCUE OPENING PER SECTION R310. (Egress window & window well) unfinished flood-resistant enclosure that is useable solely for vehicle parking, building access or limited storage provided that such than 3 inches of bearing on masonry or concrete or alternatively, the ends of joist shall be supported on a 1"x4" ribbon 0) R301.2.1.4 Exposure category. R310.1 Emergency escape and rescue opening required. Basement shall have not less than one operable emergency escape and enclosure is not built so as to render the building or structure in violation of this section. strip and shall be nailed to adjacent stud. Q 1. Exposure B. Urban and suburban areas, wooded areas or other terrain with numerous closely spaced obstructions having the rescue opening. R 322.1.6 Protection of mechanical, plumbing and electrical systems. Electrical systems, equipment and components; heating, ventilating, air R502.7 Lateral restraint at supports. Joists shall be supported laterally at ends by full depth solid blacking or by attachment to - 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. Emergency and escape rescue openings shall have a net clear opening of not less than 5.7 square conditioning; plumbing appliances and plumbing fixtures; duct systems; and other service equipment shall be located at or above band or rim joist. m 2. Exposure C. Open terrain with scattered obstructions having a height less than 30 feet extending more than 1500 feet. feet. The net clear height opening shall be not less than 24 inches 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 ❑ C/ Exposure D extends downwind 600 feet from the partially obstructed area. Includes flat open country and grassland. inches. Exception: Locating electrical systems, equipment and components; heating, ventilating, air conditioning; plumbing appliances and glue-laminated members, cross-laminated timber members or I-joists are prohibited except where permitted by the lumbin fixtures; ducts stems; and other service a ui ment is ermitted below the elevation re uired in Section R322.2 or manufacturers recommendations or as shown on these drawin s O 3. Exposure D. Flat, unobstructed areas exposed to wind flowing over open water for a distance of not less tan 5000 feet. R310.2.2 Window sill height. Where a window is provided as the emergency escape and rescue opening, it shall have a sill height of p g y q 'p p q ' g . Ex osure D extends downwind 600 feet from the unobstructed area. not more than 44 inches above the floor, where the sill height is below grade, it shall be provided with a window well in R322.3 provided that they are designed and installed to prevent water from entering or accumulating within the components and R502.11.1 Wood Truss Design. Wood trusses shall be designed in accordance with approved engineering practice & be prepared by a P to resist h drostatic and h drod namic loads and stresses, includin the effects of buo anc durin the occurrence of floodin to accordance with Section R310.2.3. Y Y Y 9 Y Y. 9 9 registered truss design professional where required by the statues of the jurisdiction in which the project is to be i h i d rovisions of this code shall a I to buildin s with sto hei hts not exceedin 11 feet 7 inches and the R310.2.3 Window wells. The horizontal area of the window well shall be not less than 9 square feet with a horizontal projection and the design flood elevation in accordance with ASCE24. Electrical wiring systems are permitted to be located below the required constructed. R301.3 Story He g t. The w n p ppy 9 rY 9 9 elevation rovided that the conform to the rovisions of the electrical art of this code for wet locations. U laterally unsupported bearing wall stud height permitted 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 exceed these limits as permitted by Chapter 6 provisions, provided that story heights are not exceeded. An engineered design fully opened. R 322.1.7 Protection of water supply and sanitary sewage systems. New and replacement water supply systems shall be designed to f) minimize or eliminate infiltration of flood waters into the s stem in accordance with the lumbin rovisions of this code. Section inc Concrete Floors (On Ground) F_ shall be rovided for the wall or wall framin members where the limits of Cha ter 6 are exceeded. Where the sto hei ht limits R310.2.3.1 Ladder and steps. Window wells with o vertical depth greater than 44 inches shall be equipped with a permanently affixed Y P 9 P � P 9 P rY 9 R506.1 Concrete slab on grades to be min 3-1/2 inches thick. f he buildin or the noncom liant ortions thereof to resist wind loads shall be in ladder or steps usable with the window in the fully open position. Ladders or rungs shall have an inside width of not less R 322.1.8 Flood-resistant materials. Building materials and installation methods used for flooring and interior and exterior walls and wall Q of this section are eBuil decl, the design o t g, p p R506.2.2 Base. A 4 inch thick base course consistin of clean raded sand, ravel, crushed stone, crushed concrete or crushed H accordance with the Building Code. than 12 inches, shall project not less than 3 inches from the wall and shall be spaced not more than 18 inches on center coverings below the elevation required in Section R322.2 or R322.3 shall be flood damage-resistant materials that conform to the 9 9 9 vertically for the full height of the window well. provisions of FEMA TS-2. blast-furnace slag passing a 2-inch sieve shall be placed on the prepared subgrade where thie slab is below grade. fA R 322.2.2 Enclosed area below desi n flood elevation. Enclosed areas, includin crawls aces that are below the Exception: A base course is not required where the concrete slab is installed on well-drainedl or sand-gravel mixture soils H R302.2 Townhouses. Common walls se gratin townhouses shall be assi ned afire-resistance rutin in accordance with Section R302.2, R310.2.3.2 Drainage. Window wells shall be designed for proper drainage by connecting to the buildings foundation drainage system 9 9 P Z U P 9 9 9 classified as Grc�p I according to the United Soil Classification System in accordance with Tabile R405.1. Item 1 or 2. The common wall shared by two townhouses shall be constructed without plumbing or mechanical equipment, ducts required by Section R405.1 or by an approved alternative method. design flood elevation shall: R506.2.3 a - W P P g Y q 9 Y P 9 9 9 spar retarder. 6 mil (0.006 inch) polyethylene or approved vapor retarder with joints lapped not less than 6 inches or vents in the cavity of the common wall. The wall shall be rated for fire ex osure from both sides and shall extend to and be Exce tion: A drains e s stem for window wells is not re wired where the foundation is on well-drained soil or sand- ravel 1. Be used sole) for arkin of vehicles, buildin access or stora e. � and the underside of the roof sheathin . Electrical installations shall be in accordance with Cha ters mixture soils in accordance with the United Soil Classification S stem, Grou I soils, as detailed in Table R405.1. . Be rovided with flood o enin s that meet the followin criteria and are installed in accordance with Section R322.2.2.1: shall be placed bccwaen the concrete floor slab and the base course or the prepared subgrode where no base course � tight against exterior walls g p Y P 2 P P 9 9 exists. The vapor retarder is not required for Garages, utility buildings and other unheated accessory structures. () 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 O R302.4. where the enclosed area is measured on the exterior of the enclosure walls. Q R311.7 Stairways Section R602 Wood Wall Framing 1. Where a fire sprinkler system in accordance with Section P2904 is provided, the common wall shall be not less than a 1-hour R311.7.1 Width. Stairwa s shall be not less than 36 inches in clear width at all points above the permitted handrail height and below R 322.2.2.1 Installation of openings. The walls of enclosed areas shall have openings installed such that: fire-resistance-rated wall assembly tested in accordance with ASTM E 119 or UL 263. y R602.3 Design-and construction. Components of exterior walls shall be fastened in accordance with Tables R602.3(1) through the required headroom height. The clear width of the stairway at and below the handrail height, including treads and landings, 1. There shall be not less than two openings on different sides of each enclosed area; if a building has more than one enclosed 2. Where a fire sprinkler sy<.stem in accordance with Section P2904 is not provided, the common wall shall be not less than a shall be not less than 31 X inches where a handrail is installed on one side of 27 inches where handraft are provided on area below the design flood elevation, each area shall have openings. R602.3(4). Wall sheathing shall be fastened directly to framing members and shall confirm to the requirements of Table 2-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 TABLE R602.3(� FASTENING SCHEDULE MINIMUM MINIMUM FIRE R311.7.5.1 Risers. The riser height shall be not more than 8 1/4 per supplement. the requirements of this section. _ DM:RIOR WALL ELEMENT FlRE-RESISTANCE RATING SEPARATION DISTANCE R 322.3 Coastal high-hazard areas (including V Zones and Coastal A Zones, where designated) Elevation requirements. DISCRIPTION * FASTENING R311.7.5.2 Treads. The tread depth shall be not less than 9 inches per supplement. (a,b,c,d) DEE 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 � inches shall be provided on stairways with solid 1. Buildings and structures erected within coastal high-hazard areas and coastal A Zones, shall be elevated so that the bottom of NOT FlRE-RESISTANCE RATED o HouRs 25 feet t:-a 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 users. s bracing, is elevated to or above the base floor elevation plus 1 foot or the design flood elevation, whichever is higher. r- I- r- F_ °O PROJECTION'i FlRE-RESISTANCE RATED 1 HOUR ON THE UNDERSIDE >_2 feet to <5 feet R311.7.8 Handrails shall be provided on not less than one side of each flight of stairs with four or more risers. 2. CEILING JOISTS TO TOP PLATE THREE 8D COMMON. TOE NAIL 2. Basement floors that are below grade on all sides are prohibited.R 322.3.3Foundations. Buildings and structures erected in Q ry o r` N ao TABLE R302.1(2) R311.7.8.4 Continuity. Handrails for stairways shall be continuous for the full length of the flight with winders, at landings, or over coastal high-hazard areas and Coastal A Zones shall be supported on pilings or columns. 3. CEILING JOISTS (NOT ATTCHED TO RAFTER), LAPS THREE 16D COMMON FACE NAIL 0 N co ao �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 EXTI=RIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE 1. Handrails shall be permitted to be interrupted by a newel post at the turn. FlRE-RESISTANCE RATED t HouR 0 feet R311.7.10.1 S iral Stairwa s. S iral stairwa s are ermitted rovided that the clear with at and below the handrail is not less than 26 R 325.2 Mezzanines. The clear height above and below mezzanine floor construction shall be not less than 7 feet. Habitable attics shall 5. COLLAR TIE TO RAFTERS THREE tOD EACH FACE NAIL wALLs P Y P Y P P comply with section R325.6 NOT FIRE-RESISTANCE RATED o HouRs 3 feet inches and the walkline radius is not greater than 244 inches. Each tread shall have a depth of not less than Q inches at 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 6. RAFTER OR ROOF TRUSS TO PLATE THREE 10D COMMON 2 ON SIDE + 1 ON OTHER TOE NAIL the walkline. All treads shall be identical, and the rise shall not be more than 91 inches. Headroom shall not be less than 6 room or space in which they are located. The enclosed portion of a room shall not be included in a determination of the floor 7. ROOF RAFTERS TO RIDGE, VALLEY OR HIP THREE 10D.COMMON. TOE NAIL R302.2.3 Continuity. The fire-resistarice-rated wall or assembly separating townhouses shall be continuous from the foundation to the feet 6 inches. area of the room in which the mezzanine is located. RAFTERS TWO 16D COMMON. END NAIL underside of the roof sheathing, deck or slab. The fire-resistance rating shall extend the full length of the wall or assembly, R 311.8 Ramps. R 325.4 Means of egress. The means of egress for mezzanines shall comply with the applicable provisions of Section R311. 8. STUD TO STUD (NO AT BWP) 16D COMMON AT 24"O.C. FACE NAIL including wall extensions through and separating attached enclosed assessor structures. R 311.8.1 Maximum slope. Ramps serving the egress door required by Section R 311.2 shall have a slope of not more than 1 unit R 325.5 Openness. Mezzanines shall be open and unobstructed to the room in which they are located except for walls not more than 36 Tri R302.2.4 Parapets for townhouses. vertical in 12 units horizontal 8.3 ercent sloe . All other rams shall have a maximum slo of 1 unit vertical in 8 units inches in hei ht, columns and osts. 9. STUD TO STUD (AT BRACED WALL PANEL) 16D G�OMMON AT 16"O.C. FACE NAIL z z z z z z ( P P ) P P 9 P 0 0 0 0 0 0 1. The parapet shall extend not less than 30 inches above the roof surfaces. horizontal (12.5 percent). Exception: Where it is technically infeasible to comply because of site constraints, ramps shall Exceptions: 10. BUILT UP HEADER, TWO PIECES 16D COMMON AT 16"O.C. ALONG EACH EDGE FACE NAIL V5 V5 V5 65 55 U5 Exception: A parapet is Inot required in the preceding two cases where the roof covering complied with a minimum Class C rating have a slope of not more than 1 unit vertical in 8 units horizontal (12.5 percent). 1. Mezzanines or portions thereof are not required to be open to the room in which they are located, provided that the aggregate 11. CONTINUOUS HEADER TO STUD FOUR 8D COMMON. TOE NAIL Z Z Z Z Z Z 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 landin s 30" above floor or rade to be installed with 36' hi h railin s, balusters not floor area of the enclosed s ace is not reater than 10 ercent of the mezzanine area. " � fire-retardant-treated wood for a distance of 4 feet on each side of the wall or walls or one layer of 5/8 inch Type X gypsum g 9 g g P 9 P 12. TOP PLATES TO TOP PLATE 16D COMMON ® 16 0/C FACE NAIL 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 sprinkler system 13. DOUBLE TOP PLATES SPUCE 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 an operable window opening is located less than 24 inches above in accordance with Section R313, a mezzanine shall not be required to be open to the room in which the mezzanine is located. ON EACH SIDE OF END JOINT 24'Is11N 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 greater than 72 inches above the finished grade or the other surface below on the exterior of the R401.4.1 In lieu of a com tete eotechnical evaluation footin s shall be laced on rock sand ravel and or ravel, sand, silt sand, LENGTH EACH SIDE OF END J01 any openings or penetrations in the roof are not within 4 feet of the common walls. P 9 9 P � 9 / 9 Y N>) o building, the operable window shall comply with one of the following: cls a sand, silt ravel or cls a ravel with o resum trve desi n load bearin value of 2,000 PSF. Do not lace footin s 3. A parapet is not required where roof surfaces adjacent to the wall or walls are at different elevations and the higher roof is Y Y Y 9 Y Y 9 P P' 9 9 P 9 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 rlmaril of cls or silt or have an snot anic material or fill. 14. BOTTOM PLATE TO JOIST 0R BLOCKING (NOT AT BWP) 16D AT 16"O.C. FACE NAIL more than 30 inches above the lower roof. The common wall construction from the lower roof to the underside of the higher roof P Y Y Y ' 9 opening is in its largest opened position. � 15. BOTTOM PLATE TO JOIST OR BLOCKING (AT BWP) 2-16D AT 16"O.C. FACE NAIL deck shall have not less than a 1-hour fire-resistance rating. The wall shall be rated for exposure from both sides. TABLE R402.2 Concrete: A 28 day minimum compressive strength (f c) is required at the following locations: 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F 2090. R302.2.6 Structural independence. Each individual townhouse shall be structurally independent. 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. (� Exceptions: 3. Porch slabs, steps, and garage slabs: 4000 psi plus 5 to 7% air entrainment FOUR 8D COMMON. TOE NAIL F- i•T R312.2.2 Window opening and control devices. Window opening control devices shall comply with ASTM F 2090. The window opening i�+"1 1. Foundations supporting exterior walls or common walls. R 403.1.4.1 Frost protection: Bottom of all footings to be at least 36 below grade. 17. TOP PLATES LAPS AT CORNERS + INTERSECTION 2-16D COMMON FACE NAIL control device, after operation to release the control device allowing the window to fully open, shall not reduce the net clear � W 5. Townhouses separated by 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 2 � � R302.3 Two-family dwellings. Dwelling units in two-family dwellings shall be separated from each other by wall and floor assemblies having 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 a cD not less than a 1-hour fire-resistance ratin where tested in accordance with ASTM E 119 or UL 263 or section 703.3 of the Section R313 Automatic Fire Sprinkler Systems g p g pp g P P 22. RIM JOIST OR BLOCKING TO SILL OR TOP PLATE SD COMMON ® 6 0/C TOE NAIL O g with stud bearin walls, isolated Iain concrete footin s su ortin columns or edestals are ermitted. O m Building Code. Fire-resistance-rated floor/ceiling and wall assemblies shall extend to and be tight against the exterior wall, and wall R 403.1.6 Foundation Anchors e: Wood sole lates at exterior walls on slabs and all wood foundation wall sill lates shall be anchored 27. BUILT UP GIRDERS AND BEAMS 2X LUMBER 20D COMMON AT 32"O.C. T&B STAGGERED FACE NAIL AT EACH LAYER J o assemblies shall extend frons the foundation to the underside of the roof sheathin R313.1 Townhouse automatic fire sprinkler systems. Townhouses having a height of three stories above grade plane shall be g P P W w 9 equipment throughout with an automatic sprinkler system. with )� inch diameter anchor bolts spaced as shown on the plans and details. Bolts shall extend a minimum of 7 inches into 28. 2X LEDGER THREE 16D COMMON AT EACH JOIST OR RAFTER. FACE NAIL U Iii Exceptions: concrete and located in the middle third of the width of the plate. A nut and washer shall be tightened on each anchor bolt. W w W 1 R313.1.1 Design and installation. Automatic residential fire sprinkler systems for townhouses shall be designed and installed in " 31. WOOD STRUCTURAL PANELS: SUBFLOOR, 6D COMMON (WALL) 6 o/c at edges and Q = Q 1.A fire-resistance ratin of X hour shall be ermitted in buildin s e ui ed throw hout with an automatic s rinkler s stem installed There shall be a minimum of two bolts per plate section and located not more than 12 or less than 3.5 from the end of U o 9 P 9 q PP 9 P Y accordance with Section P2904 or NFPA 13D. ROOF, AND WALL SHEATHING TO FRAMING 8D COMMON (ROOF) 12"o/c at interior in accordance with NEPA 13. each plate section. Plates shall be protected against decay and termites. Z R313.2 One and two family dwellings automatic fire systems. One and two family dwellings having a height of three stories above 8D 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. w construction of such assemblies shall have on equal or greater fire resistance rating. R313.2.1 Design and installation. Automatic residential fire sprinkler systems shall be designed and installed in accordance with Section TABLE R404.1.2(1) a. All nails are smooth-common, box or deformed shanks except where otherwise stated. Nails used for framing and sheathing W o R302.5.1 Opening Protection. Honeycomb-core steel doors not less than 1 3/8 inches thick, or 20 minute fire-rated doors, equipped with a P2904 or NEPA 13D. Minimum Horizontal Reinforcement for Concrete Basement Walls connections shall have minimum average bending yield strengths as follows: 80 ksi for shank diameter of 0.192" (20d common nail), Q (,�] = self-closing device. Doors from garage into habitable space: 45 min. fire rated with self - closing device or automatic - closing 90 ksi for shank diameters larger than 0.142 but not larger than 0.177 , and 100 ksi for shank diameters of 0.142 or less. a device. MAXIMUM UNSUPPORTED w 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 ❑ 0 R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be dwelling units where the building is of Tye V construction. Sidewall sprinklers that are used to protect such areas WALL (� f. Intermediate supports shall be spaced 6 inches on center for a minimum of 48 inch distance from ridges, eaves and gable end T V ' constructed of a minimum No. 26 gage sheet steel or other approved material and shall not have openings into the garage. p walls and 4 inches on center to gable end wall framing. W = U) 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 0 R302.6 Dwelling-garage fire separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply members and a maximum distance of 14 inches below the deck of the exterior balconies and decks that are AND ONE NO. 4 BAR NEAR MID- HEIGHT OF THE WALL STORY � 0 with Section R302.5. Attachment of gypsum board shall comply with Table R702.3.5. The wall separation provisions of Table R302.6 i shall nota I to arae Walls that are er endicular to the adjacent dwellin unit wall. constructed of open wood joist construction. ONE NO. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY R602.3(5) 2x4 wall studs at 16 inches on center with a maximum height of 10 feet shall support a maximum of one floor plus f- } PP Y 9 9 P P 1 9 >8 AND ONE NO. 4 BAR NEAR THIRD POINTS IN THE WALL STORY 0 m TABLE R302.6 Garage walls: 5/8 inch type X gypsum board on garage side, 1/2 inch type X gypsum board on opposite wall side at habitable roof/ceiling assembly. 2x6 wall studs at 16 inches on center with a maximum height of 10 feet shall support o maximum Z Section R314 Smoke Alarms of two floor plus roof/ceiling assembly. Exceptions: Where designed by in accordance with accepted engineering practice or Z w areas. Garage ceiling: 5/8 type X gypsum board -J h R314.1 General. Smoke alarms shall comply with NFPA 72 and Section R314. where the ultimate ;'asign wind speed is less than or equal to 130 mph, 2X6 #2 grade studs supporting a roof load with Z � � v R302.9 Flame Spread & Smoke Density Index. R309.2.1: Wall & ceiling finishes shall have a flame spread classification of not greater t an TABLE R404.1.2 8 Minimum Vertical Reinforcement for 8, 10 and 12 inch Concrete Basement Walls not more than 6 feet of tributa len th shall have a maximum wall hei ht of 18 feet when s aced at 16 inches on C7 0 0 , 200. R30.9.2: Wall & Ceiling finishes shall have a smoke developed index of not greater than 450. Tested in accordance with ASTM R3,4.1.1 Listings. Smoke alarms shall be listed in accordance with UL 217. Combination smoke and carbon monoxide alarms shall ( ) rY 9 9 P be listed in accordance with UL 2034. I center and 20 feet where spaced at 12 inches on center. ,_. ......... ._........I.............. E84 or UL 723. MINIMUM VERTICAL REINFORCEMENT BAR R602.3.2 To late. Wood stud walls shall be ca ed with a double to late installed to rovide overla in at corners and W `EF2 R302.11 Fire blocking shall be provided in wood-framed construction in the following locations: R314.3 Location. Smoke alarms shall be installed in the following locations. SIZE AND SPACING (INCHES) P P PP P P P PP 9 Q GAS D \ 1. In each sleeping room. intersections with bearing partitions. End joints in top plates shall be offset not less than 24 inches. Joints in plates G �F3 'Q 1. In concealed spaces of stud walls and partitions, including furred spaces and parallel rows of studs or staggered studs, as 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 �' \R TO follows: 2. Outside each separate sleeping area in the immediate vicinity of the bedrooms. WALL HEIGHT BACKFILL HEIGHT 45 PSF PER FOOT OF DEPTH ��. S� ���'� Do not backfill with an soil containin sift or cls width of the studs. F_ , C -. 1.1 Vertically at the ceiling and floor levels. 4. Smoke alarms shall be installed not less than 3 feet (914 mm) horizontally from the door or opening of a bathroom that ( (�� y e Y' Q xr' .. �,z �L R� contains a bathtub or shower. WALL THICKNESS (INCHES) R602.6 Drilling and notching of dimensional lumber to conform to sections R602.6, R602.6.1, and figure R602.6(1). Notching & , . �, : ,� „ m 1.2 Horizontally at intervals not exceeding 10 feet. s to 12 bored hole limitations for exterior walls and bearing walls, figure R602.6(2) Notching and bored hole limitations for interior I I ' "t. r -°, -', 2. At interconnections between concealed vertical and horizontals aces such as occur at soffits, dro ceilin s and cove ceilin s. R314.3.1 Installation near cooking appliances. Smoke alarms shall not be installed in the following locations unless this would prevent W s' Z, P P 9 9 s 7 NR NR NR non bearing walls & igure R602.6.1 top plate framing to accommodate piping. 16 gage and 1.5 inch wide metal tie .n placement of a smoke alarm in a location required by Section R314.3. 2 3. In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall comply with fastened across and to the plate at each side of the notch with 8-10d nails each side. Follow manufacturers " , Section R302.7. 1. Ionization smoke alarms shall not be installed less than 20 feet (6096 mm) horizontally from a permanently installed 9 8 5 0 41 NR NR U \ specifications for engineered products. (figure R602.6.1) " I. 4. At openings around vents, pipes, ducts, cables and wires at ceiling and floor level, with an approved material to resist the free cooking appliance. 10 s s ® a1 5 ® 22 NR ��� o,�R n \ i-� t passage of flame and products of combustion. The material filing this annular space shall not be required to meet the ASTM E 136 2. Ionization smoke alarms with an alarm-silencing switch shall not be installed less than 10 feet (3048 mm) horizontally ❑ F , �n requirements. from a permanently installed cooking appliance. NR denotes no reinforcing required. ��1�1 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. •••• • •••• ......•• •. .. •. . . .. 6. Fire blocking of cornices of a two-family dwelling is required at the line of dwelling unit separation. cooking appliance. JO NUMBER R302.11.1 Fireblocking materials. Except as provided in Section R302.1, Item 4, fireblocking shall consist of the 4. R 314.4 Interconnection. Where more than one smoke alarm is required to be installed within an individual dwelling unit following materials. in accordance with Section R314.3, the alarm devices shall be connected in such a manner that the actuation of one alarm 2 0 1 6 0 2 3 1. Two-inch nominal lumber. will activate all of the alarms in the individual dwelling unit. R�' 2. Two thicknesses of 1" nominal lumber with broken lap joints. UNITS l l l MODEL A l �X. W Section R315 Carbon Monoxide Alarms � SHEET NUMBER 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. Z 6. One quarter inch cement based mil r gla. l _j,., � MODEL A � U) 7. Batts or blankets of mineral wool or glass fiber or other approved materials installed in such a manner as to be securely �J � retained in place. W Q COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED TABLE R602.3(3) TRUSS IDENTIFICATION SIGN 0 ^ , Requirements for Wood Structural Panel Wall Sheathing Used to Resist Wind Pressures (a,b,c) Z W N1101.11.1 (R303.2.1) Protection of exposed foundation insulation. Insulation applied to the exterior of basement walls, crawlspace walls and P2607.2 Pipes penetrating exterior walls. Where a pipe penetrates an exterior wall, waterproof seal shall be made on the exterior of the PART 1265. RESIDENTIAL STRUCTURES WITH TRUSS 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 W WIND SPEED V ult 2 SPACING (mph) of the insulations 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 = 8 MINIMUM MINIMUM MAXIMUM WALL than 6 inches (153 mm) below grade. 2. A flashing of an approved elastomeric material. 6" DIA. 2 WOOD NOMINAL PANEL STUD SPACING REFLECTIVE RED 0 V 16 SIZE PENETRATION STRUCTURAL THICKNESS INCHES WIND EXPOSURE N1101.14 (R401.3) Certificate (Mandatory). A permanent certificate shall be completed by the builder or other approved party and posted on P2801.6 Required pan. Where a storage tank-type water heater or a hot water storage tank is installed in a location where water leakage O `�"�� (INCHES) PANEL SPAN (INCHES) ( EDGES FIELD CATEGORY a wall in the where the furnace is located, a utility room or an approved location inside the building. from the tank will cause damage, the tank shall be installed in a pan constructed of one of the following: PANTONE (PMS) X187N O V :3 (INCHES O.C.) (INCHES O.C.) 1. Galvanized steel or aluminum of not less than 0.0236 inch 0.6010 mm in thickness. Z RATING TABLE N1102.1.2 (R402.1.2) ( ) ^ , B C D 2. Plastic not less than 0.36 inch 0.9 mm in thickness. `i/ Insulation and fenestration Requirements by Component ( ) 0 'o rn Co 8d 3. Other a roved materials. `-J r- 2 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 PP 0 +r � CP ZONE n U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE & SPACE Aplastic pan installed beneath agas-fired water heater shall be constructed of material having o flame spread index of 25 or EFLECTIVE V > r" R602.3.5 Braced wall panel uplift load path. Braced wall panels located at exterior walls that support roof rafters or trusses U-FACTOR SHGC R-VALUE R-VALUE R-VALUE DEPTH WALL less and a smoke developed index of 450 or less when tested in accordance with ASTM E84 or UL723. Z WHITE W +(1) 00>` (including stories below top story) shall have the wall sheathing and fasteners designed to resist combined uplift and shear R-VALUE forces in accordance with accepted engineering practice. 4 EXCEPT 0 4) MARINE 0.32 0.55 0.40 49 20 OR 13+5h 8/13 19 10/13 10,2 ft 10/13 Section T101 Scope " 1/4" Z U Q-�v M R802.11 Rafter or truss uplift force,. T101.1 General. The provisions shall be applicable for new construction where solar-ready provisions are required. 1/2 O Q Lu a M 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 M m 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 = 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 EXISTMCE OF TRUSS CONSTRUCTION SHALL CONSISTS OF A CIRCLE 6'IN ❑ Uplift Force # 117 14.9 182 203 226 247 281 314 without compression. The reduction of insulation from the requirements of Section N1102.1.2 shall be limited to 500 sf (46 ms) or solar V Increase x1.09 for pitch < 5/12. Increase x 1.5 for 24"o/c spacing. Increase x 1.32 for 140 mph. DIAMETER,WITH A STROKE WIDTH OF 1/2'.THE SIGN BACKGROUND SHALL BE REFLECTIVE WHITE IN w m 20 percent of the total insulated ceiling area, whichever is less. photovoltaic or solar thermal system. COLOR.THE CIRCLE AND CONTENTS SHALL BE REFLECTIVE RED IN COLOR,CONFORMING TO PANTONE R702.3.5.1 Screw fastening. Screws for attaching gypsum board and gypsum panel products to wood framing shall be Type W or Type S in MATCHING SYSTEM PMS 87. _ accordance with ASTM C 1002 and shall penetrate the wood not less than 5/8 inch. N1102.2.4 (R402.2.4) Access hatches and doors. Access doors from conditioned spaces to unconditioned spaces such as attics and crawl (PMS)PP a spaces shall be weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. Section T103 Solar-Ready Zone SECTION 1265.4.SIGN OR SYMBOL R702.4 Ceramic Tile. Exception: vertical doors that provide access from conditioned to unconditioned spaces shall be permitted to meet the fenestration T103.2 Construction document requirements for solar ready zone. Construction documents shall indicate the solar-ready zone. THE SIGN OR SYMBOL REWIRED BY THIS PART SHALL BY AFFIXED TO THE ELECTRICAL BOX ATTACHED R702.4.2 Backer boards. Materials used as backers for wall tile in tub and shower areas and wall panels in shower area shall be of requirements of Table R1102.1.2 based on the applicable climate zone specified in Chapter 3. T103.3 Solar-ready zone area. The total solar-ready zone area shall be not less than 300 square feet (27.87 m2) exclusive of ������RESIDENTIAL STRUCTURE: PROVIDED,HOWEVER,THAT: IS AFFIXING THE SIGN OR ;4 materials listed in Table R702.4.2, and installed in accordance with the manufacturer's recommendations. SYMBOL TO THE ELECTRICAL BOX WOULD OBSCURE ANY METER ON THE ELECTRIC BOX,0t F THE UTILITY N1102.2.8 (R402.2.8) Floors. Floor framing-cavity insulation shall be installed to maintain permanent contact with the underside of the mandatory access or set back areas as required by the International Fire Code. New multiple single-family dwelling (townhouses) PROVIDING ELECTRICAL SERNCE TO THE RESIDENTIAL STRUCTURE DOES NOT ALLOW THE SIGN OR SYM90L 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 ELECTRICAL BOX.THE MATERIAL STANDARD down to 10 feet (3048 mm) below grade or to the basement floor, whichever is less. Walls associated with unconditioned composed of areas not less than 5 feet (1.52m) in width and not less than 80 square feet (7.44 m2) exclusive of access or set SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED PRIOR TO THE ISSUANCE OF A CERTIFICATE Z GLASS MAT GYPSUM BACKING PANEL ASTM C 1178 basements shall meet this requirement unless the floor overhead is insulated in accordance with Section N1102.1.2 and N1102.2.8. back areas as required by the International Fire Code. I OF OCCUPANCY OR A CERTIFICATE OF COMPLIANCE O FIBER REINFORCED GYPSUM PANELS ASTM C 1278 N1102.4.2 (R402.4.2) Fireplaces. New wood-burning fireplaces shall have tight-fitting flue dampers or doors, and outdoor combustion air. T103.4 Obstructions. Solar-ready zones shall be free from obstructions, including but not limited to vents, chimneys, and roof-mounted WOOD ROOF TRUSS SPECIFICATIONS NONASBESTOS FIBER-CEMENT BACKER BOARD ASTM C 1288 OR ISO 8336, CATEGORY C Where using tight-fitting doors on factory-built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested equipment. ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE � NONASBESTOS FIBER MAT REINFORCED CEMENTITIOUS BACKER UNITS ASTM C 1325 and listed for the fireplace. T103.7 Roof load documentation. The structural design loads for roof dead load and roof live load shall be clearly indicated on the BUILDING CODE. W TABLE R703.8.1 construction documents. H TABLE N1102.4.1.1 (R402.4.1.1) T103.9 Electrical service reserved space. The electrical service panel shall have a reserved space to allow installation of a dual pole OTE:N 5/8 INCH THICK ROOF SHEATHING IS TO BE USED, WHEN ROOF TRUSSES ARE SPECIFIED AS THE ROOF FRAMING MEMBERS. Allowable Spans for steel lintels supporting masonry veneer Air Barrier and Insulation Installation circuit breaker for future solar electric installation and shall be labeled `For Future Solar Electric". The reserved space shall be Z 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: � 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) a,c (inches) ABOVE ABOVE ABOVE GENERAL REQUIREMENTS A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE BUILDING ENVELOPE. D + L (EQUATION 16-9) L3x3x1/4 6'-0' 4'-6" 3'-0' THE EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINUOUS AIR BARRIER. E 3901.7 Outdoor outlets. A water roof outlet is required for an size deck porch, or balconythat is accessible from inside dwellingunit. D + S (EQUATION 16-10) O Ir BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. P q Y � � L4x3x1/4 s'-o" 5'-o" 4'-6" At least one installed at the front and back of dwelling units. D + .6W (EQUATION 16-12) W V J 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) O ^/1 L5x3.5x5/16 10'-0' e'-o" s'-o" GAPS IN THE AIR BARRIER SEALED. ` � .J L6x3.5x1/a 14'-0" 9'-6' 7'-0' ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE WALL DOORS TO UNCONDITIONED ATTIC SPACES SHALL least one receptacle outlet is required for each car space in a garage. BE SEALED. E 3902.14 Location of GFCI outlets. All GFCI outlets must be placed in readily accessible locations. D = DEAD LOAD, L = LIVE LOAD, S = SNOW LOAD, W = LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL BE DETERMINED IN ACCORDANCE Z OjiWALLS THE JUNCTION OF THE FOUNDATION AND THE SILL PLATE SHALL BE SEALED. 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. Long leg of the angle shall be placed in a vertical position. THE JUNCTION OF THE TOP PLATE AND THE TOP OF THE EXTERIOR WALLS SHALL BE SEALED. CATEGORY B. r__� c. Minimum bearing to be 6". KNEE WALLS SHALL BE SEALED. DESIGN LOADS: TABLE R301.744 TCLL = 20 PSF PLUS R703.12 Adhered masonry veneer installation. Adhered masonry veneer shall comply with the requirements of Section R703.7.3. WINDOWS. SKYLIGHTS AND THE SPACE BETWEEN WINDOW/ DOOR JAMBS AND FRAMING, AND SKYLIGHTS AND FRAMING SHALL BE THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS ROOF TRUSSES SHALL U DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS:UNBALANCED SNOW LOADING, WIND LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD UP LOADS AS REQUIRED BY R703.12.1 Clearances. On exterior stud walls, adhered masonry veneer shall be installed: DOORS SEALED. THE FOLLOWING LIVE LOADS: ALLOWABLE ASCE?-10 TCDL = 15 PSF, BCLL=IOPSF, AND BCDL = 10 PSF. PROVIDE ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE NOTED 1. Minimum of 4 inches (102 mm) above the earth RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER ROOF: STRUCTURAL MEMBER ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. >-q 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 SVOW LOAD 20PSF FROMFIGURE R301.2(6) DEFLECTION � plastic with a minimum vertical attachment flange of 3 X inches (89 mm) shall be installed to extend a minimum of 1 inch (25 GARAGE AND CANTILEVERED MINIMUM DISTRIBUTED LIVE LOAD PER TABLE R301.5 TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75". 0 (FOR SOLAR READY ROOF DESIGN LOAD ADD: 24 POUNDS Rafters having slopes greater than L/180 4 FLOORS) 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 Trim) below the foundation plate line on exterior stud walls in accordance with Section R703.4. R703.8.2.2. Support b roof construction. A steel angle shall be laced direct) on to of the roof construction. The roof supporting SHAFTS, PENETRATIONS DUCTS SHAFTS, UTILITY PENTRATIONS, AND FLUE SHAFT OPENING TO EXTERIOR OR UNCONDITIONED to rafters DRAWINGS SHALL INCLUDE THE FOLLOWING INFORMATION: pp Y 9 P Y P PP 9 SPACE SHALL BE SEALED. C 0% construction for the steel angle shall consist of not fewer than three 2 inch by 6 inch wood members for wood construction. A FLOORS: 40 PSF 1. DEPTH, SLOPE (IF ANY) SPAN, AND SPACING. n 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. H P".1 44 lag screws to every wood stud spacing. Each additional wood roof member shall be anchored by the use of two 10d nails at RECESSED LIGHTING RECESSED LIGHT FIXTURES INSTALLED AT IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO UNINHABITABLE ATTIC W/O STORAGE: 10 PSF Floors and ceilings w brittle finish L 360 3. REQUIRED BEARING WIDTHS. �W every wood stud spacing. Install flashing and weep holes. The maximum height of the brick veneer above the lintel shall be 12 THE DRYWALL, AIRTIGHT AND IC RATED. UNINHABITABLE ATTIC WITH STORAGE: 20 PSF g / / 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD.feet 8 inches, with max 7:12 roof pitch. See figures R03.8.2.1 & R703.8.2.2. SHOWER/ TUB ON THE AIR BARRIER INSTALLED AT EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS SHALL SEPARATE THEM HABITABLE ATTIC W FIXED STAIRS: 30 PSF All other structural members L/240 4.2. TOP CHORD DEAD LOAD. 0 �:) R703.8.4 Anchorage: Masonry veneer shall be anchored to the the supporting wall studs with corrosion resistant metal ties embedded in EXTERIOR WALL FROM THE SHOWERS AND TUBS. 4.3. BOTTOM CHORD LIVE LOAD. m r ) Q' � mortar or grout and extendingInto 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 J v � / " ELECTRICAL/ PHONE BOX THE AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL OR COMMUNICATION BOXES OR AIR SEALED 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. ❑ �T outside face. minimum tie size= 22 US gage. Minimum tie fastener = 8d common nail. Airspace= Nominal 1 between sheathing & ION 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. P4 O veneer. EAch tie shall support not more than 2.67 square feet of wall area and shall be spaced not more than 32" on center SEISMIC DESIGN CATEGORY: B FROM FIGURE 301.2.2 (exempt 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. horizontally and 24 inches on center vertically. N1102.4.5 (R402.4.5) Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage from seismic provisions of code per I Exterior Walls with flexible finishes L/180 6. EACH REACTION FORCE AND DIRECTION. > �� R703.8.5 Flashing shall 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) 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR 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 at a 1.57 psf (75Pa) pressure differential. All PRESUMPTIVE LOAD-BEARING VALUE OF SOIL: 2,000PSF Per TABLE Lintels supporting masonry veneer L/600 EXCEPT WHERE SYMMETRICALLY section R703.8. recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. U 9 9 9 9 R401.4.1 Includes soil classes: GW, GP, SW, SP, SM, SC, 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. uj R703.8.6 Weepholes shall be provided in the outside wythe of masonry walls at a maximum spacing of 33 inches on center. Weepholes shallC402.4 (R402.4.6) Tenant Separation Walls (Mandatory). Fire Separations between dwelling units in two-family dwellings and multiple GM, and GC. 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. not be less than 3/16 incl) in diameter. Weepholes shall be located immediately above the flashing. single-family dwellings (townhouses) shall be insulated to no less than R-10 and the walls shall be air sealed. 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. F- R703.14.2 Fire Separation. Polypropylene siding shall not be installed on walls with a fire separation distance of less than 5 feet (1524 mm) NOTE: Soils with clay or clay and silt will require a redesign 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. 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 WOOD FLOOR TRUSS SPFCIFICATIQ 1S;. I-_ 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 ABBREVIATIONS THE BUILDING CODEW N 1103.1 (R403.1) Controls (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. WOOD FLOOR TRUSSES SHA!L BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF Z water disposal from roofs that will collect and discharge roof drainage to the ground surface not less than 5 feet from foundation . 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 � R802.1.5.4 Labelingeach piece of Fire-retardant treated lumber and wood structural panels shall be labeled per section 802.1.1. be capable of controlling the heating and cooling system on a daily schedule to maintain different temperature set points at A.F.F. ABOVE FINISH FLOOR 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: 0 P P P different times of the day. This thermostat shall include the capability to set back or temporarily operate the system to maintain DTL DETAIL LT. LJGFff R.O. ROUGH OPENING p (EQUATION 16-8) U R802.4.2 Framing details. Rafters shall be framed not more than 1 % inches (38 mm) offset from each other to ridge board or directly y P Y P Y P Y ADJ. ADJACENT/ADJUSTABLE EA EACH LVR• LOUVER R. RISER O zone temperatures down to 55'F (13'C) or up to 85'F(29'C). The thermostat shall initially be programmed by the manufacturer A.F.T. ABOVE FINISH TREAD D + L (EQUATION 16-9) 0 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 with a heatingtemperature set point no higher than 70'F 21'C and a cooling temperature set point no lower than 78'F 26'C. E.J. EXPANSION JOINT LT. LAUNDRY TUB RNID ROUND less in depth than the cut end of the rafter. At valleys and hips there shall be a valley or hip rafter not less than 2 inch P P g ( ) 9 P P ( ) ALUM. ALUMINUM ELEC. ELECTRICAL D - DEAD LOAD, L = WE LOAD, (51mm) nominal thickness and not less in depth than the cut end of the rafter. Hip and valley rafters shall be supported at N1103.2 (R403.2) Hot water boiler outdoor temperature setback. Hot water boilers that supply heat to the building through one or two pipe ANCH. ANCHOR ELEV. ELEVATION MAS' MASONRY S.C. SAWCUT the ridge by a brace to a bearing partition or be designed to carry and distribute the specific load at that point. Where the roof heating systems shall have an outdoor setback control that lowers the boiler water temperature based on the outdoor temperature. < ANGLE EQ. EQUAL MAT. MATERIAL SCHEM. SCHEMATIC FLOOR TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: 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. ARCH. ARCHITECTURAL EQUIP EQUIPMENTMAX' MAXIMUM SHLF SHELF TCLL - 40 PSE, TCDL = 10 PSF, AND BCDL = 5 PSF joists, such as ride beams, his and valleys, shall be designed as beams. MEC MEDIUM DENSITY OVERLAY SMT. SHEET j 9 P Y � 9 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 ' ® AT EXP. EXPANSION MECH. MECHANICAL SIM. SIMILAR TRUSSES SHALL HAVE A MAXI!"UM 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. portions of the building shall be insulated to a minimum of R-6 where 3 inches (76.2 mm) in diameter or greater and R-4.2 BLDG. BUILDING EE. EACH END STh, STEEL TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN R802.7.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural glue-laminated where less than 3 inches (76.2 mm) in diameter. BM BEAM M.O. MASONRY OPENING DRAWINGS SHALL INCLUDE THE FOLLOWING INFORMATION: members, cross-laminated timber members or I-joists are prohibited except where permitted by the manufacturer's SUSP. STRUCTURAL BTM BOTTOM �L• METAL SUSPENSION 1. DEPTH, SPAN, AND SPACING. Exception: Ducts or portions thereof located completely inside the building thermal envelope. F/C FLOOR COVERING CHANGE SUSP. 2. LOCATION OF ALL JOINTS. recommendations or where the effects of such alterations are specifically considered. BLKG. BLOCKING SGD SLIDING GLASS DOOR , r- h ti NI103.3.2 (R403.3.2) Sealing (Mandatory). Ducts, air handlers and filter boxes shall be sealed. Joints and seams shall comply with section F.D. FLOOR DRAIN N.I.C. NOT IN CONTRACT 3. REQUIRED BEARING WIDTHS. r - r• � Co 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 EDN. FOUNDATION (NTS) NOT TO SCALE SQ• SQUARE 4.1. TOP CHORD LNE LOAD OR SNOW LOAD. supported laterally by solid blocking, diagonal bridging (wood or metal) or a continuous 1 inch by 3 inch wood strip nailed across BRK BRICK T OR FLR. FLOOR Q N N t� N IN Exceptions: TB TOWEL BAR 4.2. TOP CHORD DEAD LOAD. o � c�i �•; CO N the rafter or ceiling joists at intervals not exceeding 8 feet. BSMT BASEMENT FP FIREPLACE 4.3. BOTTOM CHORD LIVE LOAD. R802.9 Trimmer joist: single header and trimmer for openings up to 4'-0" and doubled over 4'-0" unless otherwise noted on plan. 1. Air-impermeable spray foam products shall be permitted to be applied without additional joint seals. O.C. ON CENTER T & G TONGUE AND GROVE � CENTER LINE F.R. FIRE RATED TOP OF GRADE SLAB 4.4. BOTTOM CHORD DEAD LOAD. 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. Connect with tecos for header joist spans of 6'-D" and greater. FRM FRAME TFyV TOP OF FOUNDATION WALL not be required for continuously welded joints and seams, and locking-type joints and seams of other than the snap-lock and C.J. CONTROL JOINT OPNG. OPENING 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. R806.3 Vent and insulation clearance. Where eave or cornice vents are installed, blocking, bridging, and insulation shall not block the free FT. FOOT / FEET TYP TYPICAL button-lock types. COL. COLUMN OPT. OPTIONAL 6. EACH REACTION FORCE AND DIRECTION. flow of air. Not less than a 1 inch space shall be provided between the insulation and the roof sheathing and at the location of FTG FOOTING T TREAD 7, JOINT CONNECTOR TYPE AND DESCRIPTIONSIZE, THICKNESS OR GAGE N1103.3.3 (R403.3.3) Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage. CONC. CONCRETE D.S.B. ORIENTED STRAND BOARD (E.G.,( ) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR the vent. GA. GAUGE TR TOWEL ROD EXCEPT WHERE SYMMETRICALLY N1103.4 (R403.4) Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105'F (41'C) COND. CONDITION OZ. OUNCE TRPL TRIPLE CONT. CONTINUOUS GALV• GALVANIZED LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. 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 RADE FOR EACH MEMBER. GENERAL CONTRACTOR UNLESS NOTED OTHERWISE combustible ceiling or roof construction shall have an attic access opening to attic areas that have a Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on building loads calculated in accordance CONST. CONSTRUCTION GEN. 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 co g P 9 with ACCA Manual J or other calculated in accordance with ACCA Manual J or other approved heating and cooling calculation CTSK. COUNTERSUNK GENERAL PC 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. 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 GYP. GYPSUM POURED CONCRETE z z z z z z methodologies. C.O. CASED OPENING PBD VERT. VERTICAL 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. O O O O O O be measured from the top of the ceiling framing members to the underside of the roof framing members. G.L. GLUE LAM PARTICLE BOARD VERIFY IN FIELD N1103.6 (R403.6) Mechanical ventilation (Mandatory) The building shall be provided with ventilation that meets the requirements of the 2015 CANT. CANTILEVER PL. PLATE V.I.F. 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. rn in � cn cn � 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 International Mechanical Code as amended), 2015 International Residential Code as amended), or the New York Cit C.T. CERAMIC TILE HGT. HEIGHT W WASHER 5 5 hallway or other readily accessible location. Where located in a wall, the opening shall be not less than 22 inches wide by 30 ( ) ( ) Y PNL. PANEL . b.r � w Z Fu Construction Codes, as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have CLG. CEILING HOWR. HARDWARE Vy/ WITH DRAFTSTOPPING: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR-CEILING W W M W W o_ inches high (559 mm wide by 762 mm high). Where the access is located in a ceiling, minimum unobstructed head-room in the PP PP PWD. PLYWOOD automatic or gravity dampers that close when the ventilation system is not operating. C.M. CROWN MOULD HORZ. HORIZONTAL,HORIZONTALLY WOOD ASSEMBLY, DRAFfSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DRAFTSTOPPING SHALL 9 Y P Y P g• WD. DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING attic space shall be 30 inches (762 mm) at some point above the access measured vertically from the bottom of ceiling framing C.R. CHAIR RAIL HD.WD. HARDWOOD PF. PREFABRICATED W.W.F. WELDED WIRE FABRIC m members. See Section M1305.1.3 for access requirements where mechanical equipment is located in attics. HR. HOUR PR. PAIR WALKDUT MEMBRANE BELOW, ORAFTSTOPPING SHALL BE PROVIDED IN FLOOR-CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANICES: Section N1104 R404 Electrical Power and Lighting Systems D DRYER PROJ. PROJECT WO OR W/0 FLOOR FRAMING IS CONSTRUCTED OF TRUSS-TYPE OPEN-WEB OR PERFORATED MEMBERS. N ( ) 9 9 Y HDR. HEADER / PROJECTED WNDW WINDOW LO N1104.1 R404.1 Lighting and equipment Mandato Not less than 90 percent of the permanently installed lighting fixtures shall contain only PENNY HB HOSE BIB PSI POUNDS PER SQ. IN. MATERIALS: DRAFTSTOPPING MATERIAL SHALL BE NOT LESS THAN 1/2 INCH GYPSUM BOARD, 3/8 INCH WOOD STRUCTURAL PANELS. o Section R902 Fire Classification ( ) g g (Mandatory). P P y g g Y DBL. DOUBLE `� 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 PSF POUNDS PER SQ.FT. TYPICAL ROOF & FLOOR TRUSS NOTES: roofing shall be installed in jurisdictions designated by law as requiring their use or where the edge of the roof is less than 3 DLR. DIRECTION INGR. IN GROUND P.T. PRESSURE TREATED THE DESIGN AND MANUFACTURE OF• TRUSSES SHALL BE D feet (914 mm) from a lot line. Class A, B and C roofing required by this section to be listed shall be tested in accordance with Section M1305 Appliance Access DN DOWN INSUL INSULATION QUAD. QUADRUPLE ESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. (,/� UL 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 H P P P Y P P P Y 9 P g p pp y piping DW I.S. INSIDE CORNER REF. REFER TO REFERENCE A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF NEW YORK. R 902.4 Rooftop mounted photovoltaic ane) system. Rooftop mounted photovoltaic ane) system installed on or above the roof covering replacement without removing permanent construction, other appliances, or an other I in or ducts not connected to the DISH WASHER RMS. ROOMS • Z 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 TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT WOOD MEMBERS CLAMPED IN RIGID WFq system shall be installed in jurisdictions designated b law as requiring their use or where the edge of the roof is less than 3 762 mm b 762 mm shall be provided in front of the control side to service an appliance. FIXTURES DURING ASSEMBLY TO INSURE TIGHT FITTING JOINTS. � cD Y j 9 Y q 9 9 ( Y ) P PP KSI KIPS PER SQUARE INCH r � � ( ) pp 9 pp P opening passageway 9 TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS., THE CONTRACTOR IS feet 914 mm from a lot line. M1305.1.3 Appliances in attics. Attics containing appliances shall be provided with an o enin and a clear and unobstructedlarge } RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN O 0 m R 903.2.1 Exposed wall flashing required to have a kick-out where the eave of the roof intersects a wall to prevent water intrusion into the enough to allow removal of the largest appliance, but not less than 30 inches (762 mm) high and 22 inches (559 mm) wide and DESIGNED AND INSTALLED TO PREVENT ROTATION AND PROVIDE LATERAL STABILITY IN ACCORDANCE WITH ACCEPTED, INDUSTRY PRACTICE SUCH AS --L o wall assembly. not more than 20 feet (6096 mm) long measured along the centerline of the passageway from the opening to the appliance. THE SBCA BUILDING COMPONENT SAFETY INFORMATION (SCSI) GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING & BRACING OF METAL PLATE W F� � R 905.1.2 An ice barrier/ water shield shall be installed per manufacturer's specifications, to maintain product warranty. Carry down M1307.3 Elevation of ignition source. Appliances having an ignition source shall be elevated such that the source of ignition is not less CONNECTED WOOD TRUSSES. W w front of fascia, min 4 typical. Apply ice & water shield in fair weather when the air, roof deck and membrane are at than 18 inches (457 mm) above the floor in garages. ' TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE APPROVAL OF A 0 U o P g 9 p q P ( ) g / REGISTERED DESIGN PROFESSIONAL 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 � Z shield at all eaves, gable; ends, hips & valleys. On roofs slopes less than 4:12, entire roof to receive ice & water every 45 degree bend and 5 feet for each 90 degree bend. Install booster fan for additional lengths. Clothes dryer exhaust system GRAPHIC SYMB0LS THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY BRACING HAS (' M BEEN DESIGNED AND INSTALLED FOR THE INSTILLATION OF THE TRUSSES. shield. shall comply with code section M1502 listed and labeled in accordance with UL2158A. Exhaust duct size shall comply with code (n R 905.2.2 Slope. Asphalt shingles shall be used only on roof slopes of two units vertical in 12 units horizontal (2:12) or greater. For roof section M1506. 8 ® STRUCTURAL CALL. REFERENCE WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: 0 r T 1 z slopes from two units vertical in 12 units horizontal (2:12) up to four units vertical in 12 units horizontal (4:12), double DET - All general notes unless otherwise noted on plans or product specifications. underlayment application is required in accordance with Section R905.1.1. G2415.7 (404.7) Protection against physical damage: Where piping is installed through holes or notches in framing members and the piping DETAIL REFERENCE - All applicable state & local codes, ordinances and regulations if any. I] Z "' R 905.2.5 Fasteners. Fasteners for asphalt shingles shall be galvanized steel, stainless steel, aluminum or copper roofing nails, minimum 12 is located less than 1 /i inches (38 mm) from the framing member face to which wall, ceiling or floor membranes will be SHV " FLOOR FINISH CHANGE - In areas where the drawings do not address methodology, the contractor shall be bound to perform strict � gage [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 W = co 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 - compliance with manufacturers specifications and / or recommendations. iu = g p 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 F `/ 0 less than % inch (19.1 min) thick, the fasteners shall penetrate through the sheathing. through is a bottom late, R 905.2.8.3 sidewall flashing. Base flashing against a vertical sidewall shall be continuous or step flashing and shall be not less than 4 less than 4 inches (51 mm) above the bottom framing member and not less than 4 inches (51 mm) below the top framing and report any and all discrepancies including any dimensional conflicts, immediately to architect for ca 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 BUILDING SECTION corrective measures prior to construction. z 00 G2426.7.1 502.7.1 Door swing. Appliances and equipment vent terminals shall be located such that doors cannot swing within 12 inches - DO NOT SCALE DRAWINGS. DIMENSIONS SHALL BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. � or into the gutter. Where siding is provided on the vertical sidewall onto the roof or into the gutter. Where siding is provided on ( ) 9• PP� 9 SHT SHT _ the vertical side wall, the vertical leg of the flashing shall be continuous under the siding. Where anchored masonry veneer is (305 mm) horizontally of the vent terminal. Door stops or closures shall not be installed to obtain this clearance. # PARTITION TYPE - The general notes and typical details apply throughout the job unless otherwise noted or shown. Z provided on the vertical sidewall, the base flashing shall be provided in accordance with this section and counterflashin shall be G2427.8 A mechanical draft venting system, excluding direct vent appliances, shall terminate not less than 4 feet below, 4 feet horizontal) � - DISCREPANCIES: The contractor shall compare and coordinate all drawings; when in the opinion of the CSI en P 9 P 9 9 Y 9 PP � Y P 9 . P provided in accordance with Section R703.7.2.2. from or 1 foot above any door, operable window or gravity air inlet into any building. The bottom of the vent terminal shall be contractor, a discrepancy exists, the contractor shall promptly report it to the architect for proper W �1 _� -- 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. 0 G ��RLD 9 overlapped not less than 2 inches (51 mm). Drip edges shall extend not 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 are not full shown on the drawings, their A Y 9 (>. F�oESERT �X`. and extend u back onto the roof deck not less than 2 inches 51 mm . Dri edges shall be mechanical) 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 r' � WHEN NOT ALI6NED WITH RAFTER, 07 CONNECT KING,STUDS TO TOP PLATE F- AT fC X O MLI ROOF FRAMING, WRAP 1-1/4'X22 6A.6ALV.COIL STRAP 2x4 OR 2x6 Z ArrAat r0 EAOtt PAR �� 11 65-20 X it MR OF OB'�RAFT OVER TOP OF TOP PLATE AND NAIL W !'-'1 ATTACH rO EMH PAR 2x ACO LEDGER VV 2-3/8"x5" LAG, DBL TOP PLATE CRIPPLE 5T1)f� ? q f'�RAFTERS RIAS RAFT7 R P0 BOLTS® IG, Or, INTO STUDS IG, O.G.RAN U � PLAN 2X BLOGKIN6 0 V 51MPWN 5TR�N6-TIE 0 A35® EVERY RR AT 2 END BAYS 2X4 STUD WALL OR 5M'"STRDt•K� sm sm STRONG, __ W/STRONSBAGK5 � o Q� � 3 c� CEILIN6 J015T OR 6ABLE END� Z t -TE H15 TE Itb SIMPSON STRONG-TIE Tom` �TTOM CHORD SIMPSON H2 CONNECTOR 0 EA. � � L_ 00 0 SIMPSON STRONG,TIE H2 8D NAILS V � Np, 8d NAILS TYP. RIDES STRAPS Stihl DE ATrmw TO EA6H PAR O=OFP05M6 RAFTER`S. ALTERNATE TO RIDGE STRAP: H3®EVERY RR RAFTER TO STUD AND KIN65 FoR USE 1!"�815T ANS I IN GOf BINATION ONLY STS ��N:RISE STRAPS ARE NOf RFIM IN ELI GALiR 0 Gf PROVIDE 2x4 F T AR TIE AT (WFE1J ALIGNED) ` v NJMNAL Dli OR tXH LUMDBZ AIS MAIM IN Tif l TF�tD Gf THE ■ *--o Q N} UPPER THIRD OF THE A1TIG SPADE N •c o ,RAFTERS AL16H -RAFTERS DO NOT AL16N ATT1G SAGE MD ATTACH®TO EACH PAR Gf RAFTERS W/4-IOd MALS W/4-lod AT EACH RAFTER) �22S UD,SEE U) U) � v, N Z L5U26 FOR 2x6 DETAIL 4 Z V L td L5U28 FOR 2x8,2x10,OR 2x12 Q Q W v M c FRAMED 6 U = LO `� co WI OR ❑ U V C) R 1 DGE STRAP DETAIL / -RIDGE STRAP DETAIL LU25aSIMPSON STRONG,-TIE 2x4 S 26, �vooR (FOR CATH.CL66 WOUT LLAR TIES) / (WITH OR WITHOUT COLLAR TIE-5) LU28® EVERY GJ STUDS® Ib'O.G. rrrn1 2 2x AGQ LEDGER kV 3/8"x51 LAG, NO SPECIAL FT v a :::ATr=L"AT / KMS. LOCATE AT EVERY RAFTER BOLT® IG,"oG INTO 5TW5 1�TM THIS C ' STRAPPING,TO BE 1-114'X 22 6A. 6ALV.,SEE DETAIL 4/01.ALL STRAPPING � S��5�_ ��S� TO BEAR A MIN.OF 10'ON FRAMING. TIE LT5 TE HG, / -Tr 1110 5 � am IIS'01THM6 15 Imo.l)`�D I`APPLED / / PORCH �R001= G LE END WALL LD NAILS IYP. / r-oa USE Mer STUDS AM USE IN t;or�e1NATION OILY 4EN STUDS AND WS. RA'�PP I NG DET/I L D T AT ATTICz 0 • �AU6N fi2AF1 DO NOT ALIGN I I IV.TS. STRAPPING TO RUN ONTO RIM JOIST,SEE DETAIL I/VI(ONE STORY)OR ONTO STUD U OOF RAFTER HURRICANE TIES \\ AT WALL BELOW(TWD STORY) 0�ttTi. LOCATM AT EVERY ROOF RAFrER \ \ ATTIG 5TRA�PP I NG DETAIL o ' POST W ccR+ i2 FOR FRAME GONNEGTI ONS o • M E66Q�4 AT BPS tL H Ln 2ND FLOOR /�� rn P M ()2x PROVIDE 3"X3,f6'X31 WASHER PLATE AT ALL ANCHOR BOLTS 4-I6d FAGS NAILS FROM ZOji 0) M5TG487� 5EGURED BY WOOD 51LL-PLATES. KING STUD INTO HEADER ❑ / COLUMN P05T TOP ANCHOR 51MP50N PAB OR 55 ANGHOR BOLT5 MAY BE U5ED IN LIEU OF w STR�w START NAILS THREADED ROD W/WASHER PLATE. J l3D LENGTH N.T5. LOCATE AT EVERY GOLLIMW 61R17ER GONPECTICNN SFTRID PROVIDE 3'X6'X.036'6ALV.SIM PLATE W/ r-1 (4)NAILS MN N ii MN / --� NAlS �.LRJ6TH(tea / WALL NAILS AT D36'CORNERSC7A AND(NTPLATE WALLS. 3'XI2'X 036'6ALV.STEELPLATE W/ �I am�� I T 12-8D NAILS AT AT BUTT JOINTS IN STRAIGHT 5 I OD STRAP W END AT r WALLS WHERE TH9RE SINGLE PLATE OR HEELER 2X6 KING STUDS MAN): EACH JACK STUD 01/ l J ONE AT SPANS UP TO b FEET QJT LEIS MALS 24 MINIMUM LAP 5PLIGE O 1 T 5/8"0 A30-1 ROD THREADED 6"BOTH END5. Two FOR SPANS 6 TO 12 FEET +itE-DENT 3/4'AND V ROD AT 51MP50N 5TEEL 5TRON6 WALL,5EE PLANS ATi60 MIK NAIL TWO AT SPANS FROM b'TO 12' ETD LIMTH I ST FLOOR B NA ALL ONE AT SPANS<6' fRDV�E MN EN) THREE FOR SPANS 12 To IG,FEET 2X6 JACK STUDS ANN: D151'ANCE C;7/5 THREE a MN 2"X3/6"X3"WASHER PL W/NUT EACH 51DE LN-E55ANOTED OTHERWISE 01 PLAN Q SIMPSON POST BASE iv (O (4)NAIL-6 MN N I AB1144 OR AHUbb,SEE PLAN �.HL�16m(H,�) 65-22 COIL 5TW ( UPPER STORY 5HEAR 1 WALL TO GIRDER ALTERNATE ANGHOR BOLT DETAIL ® EXTERIOR MALL ❑ v FLOOR TO FLOOR T I E5 ( - -- DELON GONNEGTION W Q L.DGATED AT ENI3?Y STUD I \\ In'0 H00KEDANCHOR BOLTYVr FOR SET BACK WALLS HDU HOLD-DOWNS AND STRONG WALL DOUBLE TOP HALL PLATE 5PLIGE DETAIL HEADER GONNEGTI ON \ FOUNDATION MINIMUM EMBEDMENT OR EXPANSION NOTE: I \ BOLT W/5"MINIMUM EMBEDMENT N.TS. 14 N.T.S. 1" COL STRAWS UTW 51VTHN6 PROSE.-bd COMMON(0.N x 45'LONG)NAILS. \ V COL SMA-5 M alEATHN6 PIA9YD-10d iM&W(OA x I'�NAL.6 I \ 1n \\ COLUMN P05T BOTTOM ANCHOR Q \ 6 N.TS. L.OGATE AT EVI32Y coLLir'Iw 6fi2D)=R corNECTTON �•,�Moro ALLOWABLE HOLES - \ TO Mr My lW SD NAIL 0 6"0/G AT ALL PANEL EDGES N r , 16D NAIL®24 O/C Z v I ARamS CD bd NUS,TOC NVID 160 NAIL o 24"0/G LVL Headers and Beams As FHt wrc>a HIP RAFTER, �5 OSB OR PLYWOOD W Microllame LVL SIMPSON HGP HIP SEE PLAN SaEATHIN6 2 � INTERIOR 1.3E TimberStrand® and � NO1T3 WHERE 24'WILE MINIMUM FILL HEIGHT I (4)MALS MM N CORNER TIE LSL hole zone Parallam®PSL 2 x diameter of the 73 depth (� WALL RENRN 15 PROVIDED AT ENDS OF I ( NALe' hole zo largest hope(minimum) o BRACED WALL LINE THE b"HOL.DOWN MAY I �" SD NAIL®b'0/G _ _ _ _ 0 BE ELIMINATED. PROVIDE TWO(ONE AT EACH 13/4 Ir LDOTH(MN.) '�•�• cl- LSTASIOEJ 65-22 STRAPO P62 DETAIL 4 IN LIEU OF I 51MP��ON BP WASHER `��J INTERIOR or7o -�oL5TA36 STRAPS 5FIOl N IN T}E DETAIL NAIL SHEATfNN6 TO ° o AT ALL PANFl EDGES dSILL PLATE W/U 2X ACQ 51LL PLATE. DOABLENAILS 0 4'0/G SILL AT FULL BASEMENTS ° EXTERIOR GYPSUM BOARD -� T'MINIMUM 5/8 DIAD STEEL ANCHOR BOLTS MAX 2'-$'o.c. 8D NAIL® 12'0/G AT ALL EMBEDMENT EXTEND BOLTS MIN.T"INTO 65-22 COIL STRAP IIx 10sr T T wrTac MEMBERS NOT AT PANEL EDGES MicPa rolrallamQDPSL lam� LVL and FON.WI1H TIGHTENED NUT t IRM. allowed hole zone 3'x 3'HASHER TO EACH BOLT. (Z)q x AO(<r SMPSM LTP4 RATE HALM TO middle Y3 span -LSTA36 W/10-10d NAILS PR.OVIC=TERMITE SHIELD SILL " �4 GONT'I D 2' BAR SEAN_AHD MAINTAIN V MIN. ��� RM AND SIL PLATT:0 1016 Ar mal FAgV W"M 15/32 OSB HE IN51DE CORNER OUTSIDE CORNER LOCATED 2'TO b' PLYWOOD SHEATHING, INTO STUD ABOVE AND FROM YD TO FINI5HE0 GRADE vHtl:Y�AAc fJri�cTs d 1.3E TimberStrand®LSL allowed hole zone d BELOW(2 EACH GORHL32) FROM TOP of WALL NAL As rAgE 1�wrc>� PLAN VIEW PLAN VIEW Tall=2480 .- r. - .o NOS' General Notes Q N N � N a; COIL STRAPS UNDER SHL:A„HIHI6 PROVIDE:ed COMMON(0.131 x 25'LONG,)NAILS.COIL EXTERIOR MALL TOP �/T� /fib /gyp SE_'FOUNDATION PLAN STRAPS OVER 5H64THIN6 PRDVIDE.IOd COMMON(0.131 x 3'LONG)NAIL-5- E/�I LI�IIJI� GtJI�N]-'b HEADER MAXIMUM ROUND a Allowed hole zone suitable for uniformly loaded LAY-OVER OR �A�LSE /ALLEY PLATE HIP GONNEGTI ON J-� DEPTH HOLE SIZE headers and beams only. nd STORY CORNER GOI�NEGTORS 8 TYPICAL ANCHOR BOLT STUD TO RIM JOIST TO 51LL PLATE C � 5TRAPPING DETAIL 18 (PIN WALL FRAMING 5Y2 • Nound holesi canly al .�.� 5Yz" 1%4' • No holes in cantilevers. 7Y"to 20" 2" • No holes in headers or beams in plank orientation. N.TS. LOCATED AT EVLRY GORNI�R N.T5. LOCATION A5 NOTED N.T5. LOCATE AT E1/IERY STUD N• S• N.T.S. N.TS. See illustration for Allowed Hole Zone DO NOT cut,notch or drill holes in headers except as indicated In Illustrations and tables. Tri A MINIMUM OF TWO BRACED WALL LINES(BWL)ARE REQUIRED IN EACH DIRECTION OF A BUILDING. BHLS SHALL NOT BE SPACED n z 0 z 0 0 z srRAP AM[D MALL SFEAm1NC� FxrErrDEv STRAP hMD MINI 51fATHLN6 � 0 0 0 0 0 0 MORE THAN 60 FT APART. WALL5 WITHIN A BWL 5HALL NOT BE OFFSET BY MORE THAN 4 FEET FROM A BWL. BHL LOGATION5 ARE TO TOP OF PONY WALL IF U���I I TO TOP OF POM(WALL IF USED cn u3 cn u3 in in INDICATED ON FLOOR PLANS � NOTE. 2 FT MAX PONY WALL MAY BE I I 2 FT MAX PONY WALL MAY BE I Cil w w Tu w E>tiP�aOtI DTTa FIGLDOr1?J AT G5-W5P DRAf.FD A BRACED WALL PANEL(HELP)5HALL BEGIN WITHIN 10 FEJT OF EACH END OF A BNL. THE 015TANCE BETWEEN ADJACENT PLACED ON TOP OF HEADER PLACED ON TOP OF HEADER W CC Cr W W WNL END PMli6(i`iF1=A)IDU A6 RE00 EDGES OF BWPS SHALL NOT BE GREATER THAN 20 FEET. THERE SHALL BE A MINIMUM OF TWO BHP ON EACH BWL EXCEPT AT ® AT W61E?WNL PETALS G MD'D. • (o WALLS< I6 FEET LONG MAY HAVE ONE 48 OR LON6ER BHP. Bl^IPS ARE TYPICALLY G5-W5P SHEATHED BRACED WALL PANELS 3 I/2'WIDE LVL HEADER(SEE PILAW o ® 13-IOD NAI.S AT DTT1Z CT'YT'E Al OR GYPSUM BOARD 6B(TYPE B). PROVIDE TYPE G,D,E,OR F PANELS A5 NOTED ON PLAN WHERE BW TYPES A GONTIHl10U5 TO OUTSIDE OF PANEL--\AND B DO NOT QUALIFY DUE TO MINIMUM LENGTH REQUIREMENTS OR ADDITIONAL CONTRIBUTING LENGTH OF HWP 15 REQUIRED. Ln ® BWP TYPES ARE INDICATED ON FLOOR PLANS. ® 3/8'm THREADED ROD( ® CS-W_-P CONTINUOUSLY SHEATHED BRACIE WALL PANELS(TYPE A)SHALL MST _ z NOTE.WHERE 24"WIDE MINIMUM FULL HEIGHT THE MINIMUM LENGTH REGUIREMENTS OF TABLE R602.10.5. NAIL X'MINIMUM WALL CONTINUOUS IV4 MIN DEEP HEADER TO CONTINUOUS IUs'MIN DEEP HEADER TO WALL RETURN 15 PROVIDED AT E05 OF SHEATHING WITH&d NAILS a 6"0/0(EVGE5)AND 12"0/0(FIELD)AND PROVIDE 2X OUTSIDE KING STUD(SEE PLAN OUTSIDE KING STUD(SEE PILAW Q PMO,E GS-WSP BRACED WALL LINE THE WOO BLOCKING AT ALL UNSUPPORTED PANEL EDGES. PROVIDE&00 POUND HOLDOHLN FASTEN 5HEATHIN6 TO HEADER W/ FASTEN 5HEATHIH5 TO HEADER NY 7/ Z HOLD"MAY BE ELIMINATED. PER DETAIL Iq OR 20 AT EN05 OF BRACED WALL LINES THAT DO NOT HAVE a LD NAILS 0 3'0/G IN EACH DIRECTION a 8D NAILS 0 3'O/G IN EACH DIRECTION WALL MIN PANEL W EITHER A 24"MINIMUM FULL HEIGHT WALL RETURN OR A 48"MINIMUM BWP. ua SIMPSON L5TA24 STRAP ON BOTH SIDES APD iU 5IMPEON LSTA24 STRAP ON UN51EAn� HE16HT(FT) WIDTH'L' TRIM TOP OF PANEL AS REOV 2 �--'� 0 TABLE R602.105 MINIMUM LENGTH REQUIREMENTS OF 65+6P PAGH OF HHEADER TO JACK STUD W/16-10D NAILS FACE W/I6-IOD HAILS 9 32' 6-1/4'SDS SGREI.15 Q w m CONTINUOUSLY SHEATHED BRACED WALL PANFL5 FASTEN TOP PLATE TO HEADER W 2 I= FASTEN TOP PLATE TO HEADER W/2 __ WALL AJAGENT CLEAR MINIMUM LEN6TH OF ti_ Ra 15 of Ibd NAILS a 3'o/G O ROWS of 16d NAILS a 3'o/c ? 10 3. BOTH SIMORTAL (4STRAPSPANS W Q W HE16HT(FT) OPN6 HE16HT BRACED WALL PANEL O (2)JACK 5Tiv5 MIN.OR PER PLAN �' 111 42' LL( � w 51HP50N Cm CONUT NUT (2)DAGK STUDS MIN.OR PER PLAN $ 64' O LO' 32' ~ BLOCKIN6 AT PANEL EDGES � 80"TO q6" 3b'* O BLOCKING,AT PANEL ED6E5 O BL.OGKIN6 AT PANEL EDGES SIMPSON SERB STRONG,15 PL 5B Z . , " p PAHEI SHALL HAVE A LENSTH'L OF NOTA C� Z <b4 ZT 6YPSl1M BOARD 6B BRACED WALL PANELS(TYPE H)SHALL BE PANT SHALL HAVE A LENGTH 1'OF NOT ~ PANEL,VERIFY PANT 15 PLU 3/L'm PdNGHIOR BOLT OR • LESS THAN 16'FOR 8 FT"ALL,18'FOR 4 t LESS THAN Ib'FOR ONE STORY AND 24'FOR W q 64 TO 80 30 48 MINIMUM IN LENGTH ON BOTH SIDES OF WALL PER TABLE O v FIRST FLOOR OF TWO STORY APPLICATION NOTE.DETAIL APPLIES TO W ~i O O FT WALL AND 20'FOR A 10 FT WALL SEE ADHESIVE ANCHOR 80'TO qb" 41" R602.105. SECURE Ys"6YP5UM HOARD WITH 6d COOLER NAILS, J PLAN FOR ACTUAL LENGTH. SEE PLAN FOR ACTUAL LEN6TH. BOTH ENDS OF HEADER Q a Z <b4' 30' .0115"X IYe"6YP5UM BD NAILS,OR.Oq6"X I% ANNULAR RINGED IF WIDTH TO HE16HT DIMENSIONS ARE �L IF WIDTH TO HEIGHT DIMH510N5 ARE 03 64'TO LO' 30' NAILS®l'O/G(EDGES)AND"i'0/0(FIELD). BLOGKIN6 15 NOT EXCEEDED Tit DETAIL f'TO BE USED. EXCEEDED THEN DETAIL*F*TO BE USED. wIc LO'TO qb" 38" REQUIRED AT UNSUPPORTED PANEL EDGES WHEN PANELS ARE N NOTi: ❑ •Partial credit for panels 36"to 48'wide r R6o2.105.2 INSTALLED HORIZONTALLY. PROVIDE JOIST OR TRU55 5 FULL BOTH OPENIN66 THEN MIDDLE WALL rVi� IF CONTINUOUS HEADER 15 U5ED OVER p per HEIGHT BLOCKING,DIRECTLY ABOVE AND BELOW TYPE B WALLS. X ONE JACK AND KING STUDS Q ONE JACK AND KING STUDS BRACING,IS NOT READ TYPIGAL HOLDOHN DETAIL AT CONTINUOUSLY SHEATHED WOOD "L"o > 12"To H- FASTEN'06"SHEATHIN6 TO EACH STU7 FASTEN T/6•SHEATHING TO EACH STUD TWO KING 5T I:) F } FRAMED FLOOR A STUCTURAL PANEL "CS-WSP" -TYPE A p GYPSUM BOARD "GB" -TYPE B u AND SILL. r/LD COMMON NAILS AND SILL W/DO COMMON /`� D O O FA5n31'VIb'SHEAnHIN6 TO STUD Z m 1 NOT TO SCALE PER FIGURE R602.10.5 NOT TO SCALE PER FIGURE R602.10.5 - - AND SILL W/8d NAILS 0 4'OX Z Iii PORTAL DETAIL"G'ONLY APPLIES -i N.TS. TO 2 FT TO IL FT WIDE OPENINGS. 51MPSON HHDIb HOLD"W/14 V4'SD5 SIMPSON HDU2 HOLD"YU b-114' Z Q SGRE�IN DOUBLE END STUD SDS SCRSH5 IF NO FLOOR ABOVE U TABLE 602.10.3(0 BRACING REQUIREMENTS BASED ON 14OMPH TABLE 602.10.3(2)WIND ADJUSTMENT TO tDU4 HIOLDOMN NY 10-1/4'505 %" rn WIND SPEED,EXPOSURE B,30 FT MEAN,ROOF HEIGHT,10 FOOT REQUIRED LENGTH OF WALL BRALMO. 2-1/21 ANCHOR BOLT OR EXPANSION SGRE1,6 IF FLOOR ABOVE PANEL.TO 51T DIRECTLY ON TOP O F CONCRETE FOUNDATION WALL � , 4 J SIMPSON PrM HA.DOWN AT GS-i��'WAaP WALL HEIGHTS,AND 2 BRACED WALL LINES BOLT WITH rxrx4b'PL WASHER G �� ADJUSTMENT STORY CONDITION ADJUSTMENT ONO ANCHOR OR EXPANSION BOLT RO B E r WNL ESD PANELS(TYPE 4 HDU AS RE41R13? OVER � C y DONT BASED ON SUPPORTING FACTOR 04 BAR CONT IN TOP OF CONCRETE 2-1/2'm ANCHOR OR EXPANSION BOLT I AT DRAOtD WNL PETALS G AID D. CONCRETE =4 BAR CONT IN TOP OF CONCRETE .� STORY BWL 5PAGING METHOD 6B e3 TIE U c� > , � SHEATHING, EXPOSURE CATEGORY ONE STORY G 12 FOUNDATION FOUNDATION FOUNDATION � �� r �Z � 10 S-IOD NAILS AT DTTIZ EXPOSURE CATE60RY ONE STORY D 15 k4 RAR CONT IN TOP AND BOTTOM Q �+' ; z -I TOP IO 25 55 PAB5-IL ANCHOR BOLT OR Ya'THREADED OF CONCRETE FOUNDATION 51MPSON 5M/8X24 OR PABT-I8 ANCHOR s � EXPOSURE CATEGORY TWO STORY G 13 d 1 EXP05URE CATE60RY TWO STORY D lb EXTEND WALL SHEATHING OVER RIM JOIST ROD W/WASTER RATE,SEE DETAIL 15/71 BOLT OR Ya"THREADED ROD!, +- ® TOP 20 5.O 10.0 PAB5-IL ANCHOR BOLT OR THREADED SEE DETAIL Ir2A>1 OVER ROD W/WASHER.PLATE,SEE DETAIL 15/DI m ROOF SAVE TO RIDGE ROOF ONLY 15 FT 13 P EDGE WALL PORTAL DETAIL TYPE D ONLY APPLIES TO 6 FT TO IL FT WIDE OPENINGS. O 3810 TOP 30' 7.0' 14.5' FRAMED ROOF HAVE TO RIDGE ROOF ONLY 20 FT Ib FLOOR PANEL HAS CONTRIBUTING LENGTH OF 48"TOWARDS RbO2.10-%)MINIMUM LEN6TH WALL TO BE USED ON FIRST FLOOR APPLICATION ONLY.PANEL HAS TOP 40' q.0' 185' ROOF SAVE TO RIDGE ROOF+I FLOOR 15 FT 1.15 REQUIREMENTS FOR BRACED WALT PANELS,AT BRACED WALL LINES. WNL.TO GONTRIBUfIN6 LENGTH OF 48'TOWARDS R6o2.103(I)HINIMUM LEN6TT+ TSIMPSON O vETERMnNEPARI sLZP AND ANCHOR B0LT5 FOR, TO ❑ /F�n.��l ROOF SAYE TO RIDGE ROOF+I FLOOR 20 FT 13 I OH pRyT BOOR APPLIGATiON ONLY. REGUIRBIENT5 FOR BRACH WALL PANELS AT BRACED WAIL LINES. ACTUAL HORIZONTAL P 516H WIND LOAD AND CONDITION TOP 50' 11.01 23.0' ROOF EAVE To RIDGE ROOF+2 FLOOR 15 FT 1.1 .. ................................................ ..: ROOF SAVE TO RIDGE ROOF+2 FLOOR 20 FT MIP TOP 60' 13.01 zf.5' WALL HEIGHT ANY STORY 5 FT OA CONTINUOUSLY SHEATHED PORTAL PORTAL FRAME WITH HOLD-DOWNS ALTERNATE BRACED WALL PANEL "ABW" SIMPSON STRONG WALL OB NUMBER 3/8'0 ANCHOR BOLT OR WALL HEIGHT ANY STORY q FT o.q5 ADHESIVE MIGHHOR BOTTOM OF 2 Io 5.0 105 WALL HEIGHT ANY STORY 11 FT 1.05 C FRAME "CS-PF" DETAIL - TYPE C D "PFH" DETAIL - TYPE D DETAIL - TYPE E DETAIL - TYPE F 2011 ° WALL HEIGHT ANY STORY 12 FT I.I BOTTCNI OF 2 20' q.0' Iq.O' NOT TO SCALE PER FIGURE R602.10.6.3 NOT TO SCALE PER FIGURE R602.10.6.2 INUMfHt32 OF BHNL PER PIAN DIRECTION AT STORY 3 13 NOT TO SCALE PER FIGURE R602.10.6.1 F NOT TO SCALE PER(ENGINEERED METHOD W 6023 o °$° BOTTOM OF 2 301 13.0' 275' NUMBER OF EHL.PH2 PLAN DIRECTION AT STORY 4 1.45 Q SHEET NUMBER 1 NUMBER OF BWL PER PLAN DIRECTION AT STORY 5 OR MORE Ib BOTTOM OF 2 40 ILA 36.0 GYP FINISH O FROM INSIDE FACE OF BWP 1.4 2 B RACED WALL PANEL DETAILS Z HoLDoNN DETAIL AT SLAB BOTTOM of 2 50' 21.0' 44.0' APPLIES TO METHOD OD 65-W5P ONLY Z 2O N.TS. BOTTOM OF 2 60' 25.0' 525, GYP B ,D FASTENING ANY STORY 4.O/G QUNITS 1 l l (MODEL Al ) & 112 (MODELAPPLIES TO METHOD 6B ONLY D 1 NOT TO SCALE All ) W COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED U) ^ , Z W E o U COP1f.1'x� OI�G#CaJbTYf.EXTERIOR WALL 00 1 x4'OUf cr"G 0 w OG.- 2 Z s FRAhfD SOFFIT k 4 0 r/ o m` + 1 U 4—d :3 II RID6E5 TO AU6N w06E5 TO ALIGN DENTL a De#( �TLb6xix8 ■!� 0 0 (2)2 xi bLOOIc1N6 :E CV 2! wD6E vENr RID6E VENT 6Y'FYPON"OR EQUAL Z Ill 2's d Lor x8'TRad 0 Q W c M TYPICAL ROOFING r'xi'FASGU m TYPICAL ROOFING: _ y co ARCHITECTURAL SHINGLES #PMTEGIURAL SHINGLES - I/1"PLYYVGYA SIfATF�Ib ❑ u (.� c') 15#FELT UNDERLAYMENT IS#FELT UNDERLAYh1gJT M I/2'PLYWOOD SHEATHING 6'AZEK TRIM 6'AZEK TRIM 112'PLYWOOD 5HEATHI% rx,(TRN rr�In� CD I v 2 12 AI.I a" $• a 12 � � 12 12 DENTL BLOCK#MlBbxbx8 DENTIL BLOCK#Vn Bbxbx8 12 9 12 BY TYPON'OR EMAL BY'FYi1W OR EQUAL — b'AZEK TRIM 6' -"—'-12 I 6'A2M TRIM GABLE END DETAIL ri OH. OH. #0112 12 tp OH. OH. Al 'r IN 8'AZEK RAKE BO W/ ' IN 8'AZEK RAKE BD IN r N.T.S. �^ IN 3 AZEK TT21M(fYP) 12 17- Lj b AZEK TRIM12 IN 3'AZEK TRIM(IYPJ 12r,4111 11 1 1 1 CIb'BLIND fLA5HIN6 ROOF BREAK ROOF BREAK 2 tD ~ 61 NIGH BLIND b'BLIND FIASHIN6 () FLA5HIN6 ==7t=4 11 1 1 1 . i :��5 j STANDING SENA STANDING SEAM "� METAL ROOF _ x8 FASCIA BD _ METAL ROOF r+ F- - _ x BEDROOM#2 PL HT b'BLIND ALIGN 8'AZEK AL16N b BLIND g BEDROOM 02 PL HT 0 o FLASHING"',"FA5GIA5 FwEZE BD. FA5GIA5"�`-`FLASHING o. 1 O' OH. OH. OH. Co. LL Ln I,OH. 111-6 1 IO-0H• HQ tL I J ® ® I I ® z rxa•AZEK � ❑ 4 a TRIM BD Q I TLS Ti I TRIM BD Q GIRDER I I 4 Q OVER 61 Q ® W ff Q Q , I � I Q 4 � If 11 If 1 11 1 I I it FIN. IST FLOOR I FIN. IST FIN. IST I FIN. IST FLOOR u z I ILL IO'SQUARE H636 PERMA CAST Bxb P.T.POST WITH Mos GT AP IIMP50N t 865xb P.T.POST WITH POST GAP ASIMP R t I10'5WARE HBt6 PERMA CAST COLUMN III W/SQUARE COLUMN#46382 W/SQUARE ^ w FLAT GAP t BASE(OR EQUAL) I 51MP50N ABU66 POST BASE I I I I I I 5IrP5oN ABIYib POST BASE I FLAT GAP t BASE(OR EQUAU (TYP-ALL COLUMNS) (TYP-ALL COLUMNS) � I -coRra3z coLUMN ro BE I I I I I I I I -CORNER COLUMN To BE I � w PROVIDED W5PLIT KIT PROVIDED W/SPLIT KIT m C� I I I I I I I I I LW ❑ w O _ _ "IN.B5MOR f FLO I I — — — — — — — — — — — — — — — — — —I— — — — — — — — — — —I— — — — — — — — — — — J — — — — — — — — — — �I— — — — —— — — —— �I— — — — — — — — — — — —— — — — — — — - —�— U 66 FRONT ELEVATION FRONT ELEVATIONF- 511be = 1-0 311b' = 1-0 co z U UNIT 112 UNIT 111 w MODEL Al (HOLLY) MODEL Al (HOLLY) 10 0 wD6E5 TO AL16N w06B TO AL16N RIDGE VENT `t wD6E VENT N M ao cV Q N N 1-: NOR z 12 t 135 2 t 135 G 1t12K t 13S I i!) AI.I 12 z zz z zz O O O O O O 12 � 12 12 � 12 01. � ON. 12 12 1011 iq{—12INSTALL ICE 1 WATER SHIELD 55� INSTALL ICE t WATER 5HIHD � W W W PER MANUFACTURERS I2 �. D 12 12-4- SPECIFICATIONS PER MAMI1FAOrUPBtS SPEGIFIGATKNS TO MAINTAIN 12 2 SPESIFIGATIONS TO MAINTAIN so PRODUCT WARRANTY Ix&FASCIA W. PRODUCT WARRANTY N L1S?IEs LASHINGv 8'AZEK too FLA5HI APPLY ICE t HATER SHIED IN FAIR N APPLY ICE t HATER SHIED IN FAIR FRIEZE 00' _ WEATHER WHEN THE AIR ROOF DECK AND WEATHER WHEN THE AIR ROOF DECK AND = _ - MEMBRANE ARE AT TB4PMTLM OF 4O'F MEMBRANE ARE AT TB f'LRAlURES OF 40'F 5'G)OR HI6+ER (5'G)OR H16HER BRICFST PI ' -- — -- - - — I-0. I-0B'RK VIP _ ' HT _ FST PL HT W 1 11 fill 11. 1 er �-- OR ] Hl 11111111 1 INKMI '11iij r— 1111111 Ill EXIERIOR HAUL. 0 0}0 -EXTERIOR HALL -HARDIPLANK SHINGLE SIDING -1YVEK OR�5HIN61E SIDING - -- _-- SOFFIT I 10-01f' - - - SOFFIT -TYVEK OR EQUAL W O Y -1/116'05B SHEATHING r= ® fill I ® ® j _ ~� -2x6 WOOD 5TLD5 0 16 OG. �' �' -2xb WOOD 5TI1D5 0 I6'O G. -6"R-21 BAT15 �S -'UIb'05B SHEATHING W 6'R-21 BATT5 ZH U 4 LA 4 % 4 _ - WALL w I ! U) IILI till BEYOND. I W O I . z W I ! Li a FIN. IST FLOOR1 LL I IN. IST FIN. IS FIN. IST FLOOR ❑ ELEV= O'-O' ELEV= o'-0' 2020 NYSRG-624278 i(5038) W cn VN6 5Y5TEM TERMINATION LOCATION: _ � ENTI — 1 r===1'== I I rr= '='�i I — THE PETIT TERMINAL OF A DIRIECT VENT APPLIANCE WITH AN Iii V 6x6 P.T.POST WITH 51MPSON 10'SQUARE HBd6 PERMA CAST 10'SQUARE HB 16 PERMA CAST 6x6 P.T.POST WITH SIMP50N INPUT OF 10,000 BTU MR HOUR OW OR LESS 5HALL BE B6523/b POST GAP ANCHOR t I I I I Ix4 AZEK TRIM III I u l I I I I I III I II I I bc4 AZEK TRIM I I I I '-'3'6 POST GAP ANCHOR t COLUMN#46382 W/SQUARE COLUMN#46382 W/SQUARE LOCATED AT LEAST b'FROM ANY AIR OPENING INTO A F SIMP50N ABLKb POST BASE III I a I III I a I 51MP50N ABU66 POST BASE �- I (YP-ALL COLI 11111145) I I FLAT GAP d BASE(OR EQUAL) I I I I i II I q I ( I I I I III I a I I I ( FLAT GAP t BASE(OR EQUAL) I I C"_ALL COLUMNS) I BULDIN6,AND 5"AN APPLUANCE WITH AN INPUT OVER a000 � CORNIER COL"TO BE III I a I III I a I -CORNER COL"TO BE BTU PER HOUR WT NOT OVER 50p00 BTU PER HOUR SHAM 13E z PROVIDED W 5PLIT KIT I I I 1 II 1 WI�II I I I I I I 111H, I a l l I I I PR.WIDED W!/SPLIT KIT I I I 1ANT APPLIAWALLED W.E WITH nP1 OVER INCH VEl 9o,oOO BTu P MIOUR�D a I I I I I I 1 1 I I I I I I SHALL HAVE AT LEAST A 12 IINCH VENT TERMINATION Z - I I I I —---— INTAKE 5HALL BE LOCATED AT LEAST 12'ABOVE 6RADE. U) - I W BE , N 8 1 u-- 4 Q CLEARANCE.THE BOTTOM OF'THE VENT TERMINAL AND THE AIR �G`�`0 ry u� �� _ � FDI FD1 r R _ UNFRL I1NFM — — — — �— — — — — — — — — L — IN DWELLE WINDOW,OP RE T IIS LOCATED LESS THAN 24' Q d' j^ - - - - - - - - - - - - - - - - - - - - — — — — — — — OPER —— — — — — — — — — — — — — — — IN Dh�LING LNI15,WHERE THE TOP OF THE SILL OF AN - - - - - - - - - - - - - - - - - - - - - - - - - -�- -- - - - - - 1 - - - - - - - - - - - - - - - - - -- -- - - - -- ABOVE THE FINISHED FLOOR GREATER THAN 12'ABOVE THE FINISHED 6RADE OR OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING,THE OPERABLE WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: (� / 'REAR ELEVATION REAR ELEVATION OPENIN65 THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE (n 0i- 4' TO PASS THROUGH THE OPENING IN ITS LARGEST OPENED O - POSITION ❑ ��lF\nl'f 5A60 = V-01 3 6 = V-0" I FALL Pwa/31TION DEVICES THAT COMPLY WITH ASTM F 2090 - ME WINDOW OPB41W CONTROL DEVICE AFTER OPERATION TO RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO :.. .. . ............................................. FULLY OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING NUMBER AREA OF THE WINDOW UHT TO LE55 THAN 57 SHARE FEET. UNIT I I UNIT 112- w 016023 MODEL Al (HOLLY) MODEL Al (HOLLY) Q SHEET NUMBER UNITS 1 1 1 (MODEL Al ) & DUET CLUSTER a 112z ( )MODEL Al ELEVATIONS (9 U) A I W 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED - - COPYRIGHT GRCH ARCHITECTURE P.C. 207: Al RIGHTS RESERVED F— W Z W E j 8 �i A G G A O •}� U Al-b AI-6 AI-b Alii 52'-2' Ib'O' 52'-2• O W <p 0 4-J cin v DIRECT VENT HEATIN&EQUIP. ■ V N•�- 12'-6" 15'-6' 9'b' 14'-8' I 14'-b' 15'-6' 12'x' ArPPLIANGE CLEARANCE APPLIANCES L]N} SHAM 13E INSTALLED NTH THE DIRECT VENT HEATING EQUIP. AI.I GLEARANGE5 FROM UNPROTECTED cnIANCE ;E APPLIANCES •� y+�Z - 5HALL BE INSTALLED NTH THE IND�ICAUSTED ON APPLIANCE LABEL O 11BLE MATERIALS AS zV ACTLIRER5u o ch MATERIALSCLEARANCES FROM afROTECTED AND COMRISTIRE LINE OF REAR GREEK INST IALLATION IINNSTRIXT10N5. V y 4 L fn•- N THE C INDICATED ON THE APPLIANCE LABEL U = „ OD AND M THE MANUFACTURERS 6 1'-0• WALL a UNIT 112 1'-0' ❑ `J r� INSrALIA 6 INSTRUCTIONS. I'2" FDI P-2' LINE OF REAR CHEEK c WALL 0 UNIT 112 !n V = (L V-2' 4'-4"MD. 5'-2' 4 5'-2' 4'-4'MD. 5'-2' b FDI 4 2 Z FDI o o Z p ----, O TYPICAL PORCH SLAB "' b •4'PL.SLAB MRL 3500 PSI GONG) m FDI EGRESS I 2 .fl 2 D U p REINFORCED WTH bxb,IOAO KA II •TAMP I FILL TO q5%DENSITY I NNDOW FDI FDI IO' l0'-8' 15'-10' 8" HIP I O -b HD 9 Fco II 2x12 FLOOR Jo15 - _ __- --- b _m 4 TYPICAL PORGH SLAB HD Z o I6'OL. (2)2X10 P.T. 2 I E6RE55 m •4'PRBHFORLB�WITH bx6 10/10 WWM _ _ = O SEAT TA.SEAT ( 2k 10' HID o JOISTm IO• R `— 13'-0' 10' �I WSW I •TAMP t PLL 1i7 B%DENSITY II L Tj ELEV=()r-IJ' iL SEAT 2x12 FLOOR JOISTS o O 1'-0' O I N - = _ - = 0 Ib'OL. HIDHD b' IS'-10' l0'-b' 10' LLLn FDl "p 4"NDE JOIST SEAT. 12 FLOOR JOISTS I O m PROVIDE FRESIH - _ _ _ _ 71P il ( 4 TD.SEAT ELEV=(-)I'-I�' l2)2X10 P.T. o Ib'O.C. INTAKE PER CODE } 4 4 ( 1 ( 1 FDI FDI IO" '— 13'-0" 10'N' °� 4'WIDE JOIST Z (`]) T ALL EXP'O5W HOT WATER I I 4 I I 2x12 FLOOR JOISTS SLAB SEAT II a". I II D.SEAT ❑ �/ gUG;S TTP.BEAM POCKET WRAP ENDS of _ _ l--) IWAILATe A5 4 v ( I �i I I I 6DR W/ALUMINUM AT POGKET OR 01610.6. _ - _ + PRC ME FRESH AIR I w CODE FDI - J I PROVIDE V2'AIR SPACE ALL SIDES 4'WE JOIST SEAT. - INT TO MECH EQUIP FDI 10" 10f 8' I l� ll'-4" 1 I 9'b' I TI 13'-0' 10' �1 : TA.SEAT H.EV=()I'-I j' I I _ = CODE ml I, I — T J I (F'9I I I ( 4 4 ALL HOT WATER 1 rl I \ I I II L J �I 1 ° I J TTP.BEAM POGKET WRAP EN05 OF I -I ( 44 / I PI t DUCTS TO BE ER LOCAL 2x12 F OOR JOI rs / - , 2xI2 FLOOR JOISTS I 1 I \ /21112 FLOOR JOISTS 1 1 2x12 FLOOR JOISTS PROVIDE V2 AIR SPACE ALL SIDES 6OR IN ALUHNUPI AT PO(XET ORI I I 11 4 AS I CODE. 0 Ib'OL. 0 16 OL. J 1 I 0 Ib'OL. L 1 0 16 OL. I L - FDI , I 10• 13'0' r ° I a'6• I r -1 17'4' /I*-I Io'�' F lo" lo° i L -r — I '1 I I r' L 1 I L J I I / 2x'R FLOOR 1101575 1 11 w 4'HOE JOIST 3�'DIA STEEL COLUMN r - - �—I r , SEAT.TD.SEAT r 2x12 FLOOR alsrs I o o w 11 oN 3ok Sok 12'DP PG 1 I I 12x12 FLooR J0151 S I 2x12 FLOOR JOISTS i - 'l I i I�I Q SEAT.T.O.SEAT FT6 NDN) L J (2)3j'AIj'1<VL RV5H 6DR L J (2)3�'XII�'LVL FLUSH GDR =l-)I'-11j' o Ib'OL. I J 0 6 OL. ( I L 0 Ib'OL. 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V J 3/16"=1'-0° LIVING AREA= 1,670 50. FT. 3/16"=1'-O" LIVING AREA= I,6'i0 5Q. FT. NTHJ NASMJFJ"-MOT 51bFW-WALLBOARD JOINTS COVERED NTH TAPE AND JOINT UOMPOIIFD.NAIL WADS GOVL�t� WP4 w 4.19AT15 AND MANIM54-MINERAL FIBER OR 6LAS5 FIBER W511LATION,3-5/8 IN THICK,PRESSURE FIT TO FILL WALL CAVITIES � �� CD 6ARA6E AREA= 486 50. FT. 6ARA6E AREA= 486 50. FT. BETH!EN STUDS AND PLATES.MINERAL FIBER INSU.ATION TO BE UNFAGED AND TO HAVE A MIN DENSITY OF 3 FGF.6LA5S FIBER F= T INSULATION TO BE FACED WITH ALUMINUM FOIL OR KRAFT PAPER AND TO HAVE A MIN DENSITY OF 0.4 PGF(MIN R-13 THERMAL C7 h'�1 m GOVERED PORCH AREA= 256 50. FT. GOVERED PORCH AREA= 256 50. FT. INSULATION RATING). z S.I+ W 51R WWAL PATE.5HFAnM-MIN 1/16 IN THICK,4 FT WIDE WOOD STRUCTURAL PANELS,MIN GRADE VV'OR"SHEATHINS'. -r INSTALLED WITH LONG DIMENSION OF SHEET(5TRENSTH AXIS)OR FACE 6RAIN OF PLYWOOD PARALLfl.WITH OR PERFEFDIcU AR TO Z Q STUDS.VERTICAL JOINTS CENTERED ON STUDS.HORIZONTAL JOINTS BACKED WITH NOM 213Y 4 IPL WOOD BLOGKIN6.ATTAGFED TO ('� C] D co STUDS ON EXIMOR SIDE OF WALL NTH bO CEMENT COATED BOX NAILS SPACED b IN OG AT PERIMETER OF PARIS AND 12 IN Or, — ALONG INTERIOR STUDS. U) ............ ... b E aMWR FACl166-INSTALLED M ACCORDANCE NTN 1HE MANUFACTURERS INSTALLATION INSTRUCTIONS.ONE OF THE FOLLOWIN6 w �s 1("TET'.[.D... EXTERIOR FACIN6615 TO BE APPLIED OVER THE SHEATHING G.WOOD STRUCTURAL PANS.OR LAP SIDING-APA RATED 51DIN15,EXTERIOR PLYWOOD,05B OR GONP051TE PANELS WITH VENEER ` FACE5 AND 5TRUGTURAL WOOD GORE,PER P51 OR APA STANDARD PRP-108,INCLUDING TEXTUR®,ROlkSH SANK MEDIUM DENSITY 2020 NY5RG-R312.2.1 Y BTd15FED,6ROOVED AND LAP SOIN6. IN DN3IJNS UNITS,WHERE THE TOP OF THE SILL OF AN OPERABLE NNOOW OPENIN615 LOCATED LESS THAN 24'ABOVE THE FINISHED FT_OM AND 6REATER THAN T2'ABOVE THE FIN15HED 6RADE OR OTHER SURFACE BELOW ON THE EXTERIOR O THE EUILDIN6,THE _ NOTE: WOOD SPECIFIC-D IN UL�RATED DESIGNS ARE MlNlhtl)M SIZES.l DINENSION/V_ OPERABLE E NNDOW SHALL COMPLY WITH ONE OF THE FOLLONN6: U 1� STUDS CAN 8E 5U®5TITUTED. `-•- /OPENI 6 IN ITTSS TLAR E5 OPENNOT ED Pb ITIO0KNCH DIAMETER SPHERE TO PASS THIR0U6H THE NOTE: UL#356 15 IN COMPLIANCE WITH FIREARBISTIVE'RATIN65-AN5WL 263 A5 P1 IMI ��` °'381 o •I MULTIPLE LVL GIRDER GONNEGTIONS: •FALL PREVENTION DEVICES THAT G011PLY NTH ASTM F 2090 FOR ALL MULTIPLE LVL GIRDERS,LAG BOLT � AALLON°NNO THE NNDOW TO FULLY OPEN,55HIAu.Nor TO��THE CONTROL NET a ONE H ❑ �l �) TO6--THER W/ 1/2 BOLT5® 2-0OL.,1. MIN, �1116,RA OF THE WINDOW UNIT TO LESS THAN 53 SQUARE FEET. O OUR RATED EXTERIOR FROM TOP � BOTTOM, � MIN. 4" FROM ENDS ....... .. .............. .. ... . .. WALL RESISTIVE ASSEMBLY JO MBER ISM. A- 3 2016023 2020 NYSEGGG SECTION R 403.3: 2020 NY -62421.8(503.8) LLI GENERAL CONTRACTORS AND SUBCANTRAGTORS TO _SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE INSULATED TO A MIN.R-8 2020 NYSEGC,G SECTION R 402.4.12: � SHEET NUMBER NOTE: " =50 cmr F� VENTING 5Y5TEN1 TERMINATION LOCATION: UNITS I 1 1 (MODEL Al ) 8� DUET CLUSTER Q NOTE "5: REVIEW THE5E CONSTRUGTION DOCUMENTS UPON REGEIPT THE VENT TERMINAL OF A DIRECT VENT APPLIANCE NTH AN WPUT 9i NOTE'Y", PROVIDE SPRAY NOTE: HD= HOLD DOWN 5O�I TS°R FROM ARGHITEGT AND REPORT ANY AND ALL ��T5 OUTSIDE THE TI�RMAI_ENVELOP SNIOULD BE MIN.R-6. AN APPROVED HERS RATER TO OF IOppO B U PER HOUR(�y�pR(�SHALL BE LOCATED AT LEAST = ALL DRYERS TO BE VENTED FOAM INSULATION IN ALL WINDOWS SHALL BE STAIR MANUFACTURER TO DESIGN 5TAIR5 TO ® 20 CFM CONTIN)OUS 015GREPANGIE5 INGLUDIN6 ANY DIMENSIONAL CONFLICTS, _5EALIN6 15 MANDATORY FOR DUGT5,AIR HANDLER5,AND FILTER BOXE5. PERFORM AIR INFILTRATION,DUCT 6'FROM ANY AIR OPETIN6 INTO A BULDIN6,AND SUCH AN APPLIANCE WITH D. To OUTSIDE AIR FER GORE MEET ALL APPLIGA13LE CODES AND TO -JOINT5,5EAM5,AND CONNECTIONS SHALL COMPLY WITH 5EGTON M-I60I.4 LEAKAGE,AND COMBUSTION SAFETY AN INPUT'OVER 10,000 BTU PER HOAR BUT NOT OVER 50MO Btu PER *ALL WASHER TO BE GARAGE CEILING® ANDERSEN 200 SERIES IMMEDIATELY To ARGHITEGT FOR CORRECTIVE HOUR SHALL BE WALLED NTH A 9 INCH VENT TERMINATION CLEARANCE, Z PROADED NTH DRAIN PANS LOCATION OF REPORT ANY DISGREPANGIES AND CONFLICTS cot OF THE 2015 IRC. TESTING AND PROVIDE A WRITTEN 112 (MODEL Al ) FIRST FLOOR PLAN TO THE ARCHITECT PRIOR TO STAIR FABRICATION. OTEMPERED ® CARBON MONoxAVE NEA5URE5 PRIOR TO GONSTRUGTION.DO NOT SCALE _DUGT5 SHALL BE PRE55URED TESTED TO DETERMINE AIR LEACA6E BY REPORT OF THE RESULTS AND LANCE KITH AN nrPur°vFx 5°'on°BTU PER HOUR zHw HAVE (_� BEDROOM ABOVE DETECTOR DRAWING5.DIMENSIONS SHALL BE CALCULATED AND ROUGH-IN TEST AND A WRITTEN REPORT OF THE RESULTS SHAD_BE SIGNED VENT AT LEAST STTTERA 12 INCH AND EN AIR INTAKE SHALL TEED AOrrOM O�1 THE ZA 5Ni0H�DETECTOR NEVER SCALED UNLESS OTNERVJISE NOTED. BY THE PARTY GONDUGTING THE TEST AAD PROVIDED TO THE CODE OFFICIAL. ABOVE 6RADE. w COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED H z W � 0 AA G V G � AI-6 AI-6 AI-6 AI-6 0 V a w z w 52'-2" 52'-2' �++ L— O0 t0 •� U *_0 ON> II'-10" 28'-2' U) -= N w Z— 0 QwrLo03 U Lo y co II-0 PL HT. 51-11, S'-II' 5'-II" 5'-1I' E = M `J r- �/ M /rim CD V = n. — — — — — — — — — — — ® I H%R RATED EXTERIOR BEARING WALL A55EMBLY-SEE DETAIL: n'-0'PL.Hr. I I ° II'-O'PL HT. I I o v II'-0'PL Hr. I , Sas DH I I n'-0'PL.Hr. LCIO z ;;J1 — — — 0 lh: (272'X6' :° Z I I r — — o c) II'-0'PL.HT. III IIIA - - - - - - - I I I o 4'-0'PL.HT. AI.I 385 DM Ln GIeI6'oc. 1 _ �_ [IjI III III F- 4' ry ftb' I I V , F-174 9'-O'GEIUN6 4 I I 4'-0'PL.HT. 1 ry BEDROOM#3 ry F'+•1 � I I I h , 2x6 GJ 0 16 G. I 4' S'-4' 5'-4 b" I'-b' _ T-ill, b" ry I I I I41-016EIL1N64 F„..�BEDROOM#3IZ4• •b' S 4' S 4 I_ IIW� I I I I I II cn III 36'HI6H I I I ti I I I ( Q - - - I I I v _ I I � �- —row= -- — — —�—� welur� - ——_, — ®5D I— _— — — —� I I I ry Q � � � m —I- — — —I N 12'-10" - b" � I m L_I_ J I I w I II — — —� •J — — ® DN 148 \ I I II'-0'PL.HT. — — — — — — 36'HI6H I 1 I RAILIN6 - - J I I r III II I—' i� L - - -� I I I— ,� 6' 12'10• I- - - - - - -I��I— � I I cn v 9'-O'GEILIN6 EF I , �� ® / 9'-O'GEILIN6 � Awe'lo' 6' I — —— I II'-0'PL HT. I Q / � 148 ON 3 L = jL - - - UPPER GREAT — _ _ i— — — — ROOM LAV c i II :° _-J I f� �_®Nor BATL��� � � \�� �. 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I I 0)3040 DH -0"PL HT i i 1 i e n'-lo'M Hr p,1 6 I � j BREAK 0 AI-b — " I I GLERi TORY WALL IIIIIII II II II I I L 1 1 4'-0'PL HT. 1 II lI 11 IF - - - - - - - - - - - - - — II II 11 �J CJJ II II 0 0 0 0 0 0 I I1 NAP coco5co � co 0 L � C � 0 N r W F+I ALI a CD I2'-2' 12'-8' 12'-8' 12'-2' 12'O' n'-4" 0 to Ir Ir w O Y 54'-2" 541-2' 0 O 2 Q z v A G A 2 4 AI 6 AI-6 AI-6 Al-b W Q v O = UNIT 112 UNIT 1 1 1 F U MODEL Al (HOLLY) MODEL Al ( zI V) I Z wim L9 o o .................. SECOND FLOOR PLAN SECOND FLOOR PLAN o E zoo 3/16"=I'-O" U LIVING AREA= 324 50. FT. 3/16"=1'-0" Q-� �R° 'ERrc LIVING AREA= 52q 50. FT. TOTAL LIVING AREA TOTAL LIVING AREA A m W _ .n SEE ROOF PLAN FOR ALL STRU MAL FRAMING INFGFWATION 1,9 9 9 S Q. FT. 11999 S Q. FT. pig ' h V � r, I HOUR RATED EXTERIOR BEARING WALL A55EMBLY- SEE DETAIL: JQ#NUMBER OTEw 016023 2020 NYSRG-8312.2.1 EN6INEERED.JO15T IN DWELLING UNIT5,WIERE TINE TOP OF THE SILL OF AN OPERABLE WINDOW OPENIN6 I5 LOCATED LESS THAN SHALL NOT BE GIT, !3: =I:wwnr FAH< 6Et•ERAL CONTRACTORS AND SUEiGONTRAGTORS TO ONE CARBON MONOXIDE ALARM IN NEW NOTE "5": HD= HOLD DOWN 50 GFM INTERMITTENT OR REVIEW THESE CONSTRUCTION DOGUMENT5 UPON REGEIPT ONE AND TWO-FAMILT DWELLINGS, 24'ABOVE THE FINI51�FLOOR AND 6RE TPR THAN 12'ABOVE TLE FINI51�6RADE OR OTHER SURFACE (/) SHEET NUMBER NOTE: MULTIPLE LVL GIRDER CONNECTIONS: ® 20 GIM GAN TOWNHOUSES AND DHELUN6 INIT5 IN FOLLW IN THE P XTBt10R THE BULDIN6, o WINDow 5ILALL COMPLY �, UNITS 111 (MODEL Al ) & DUET CLUSTER NOTCHED ANI)HOLES TAIR MANUFACTURER TO DESIGN STAIRS TO FROM ARCHITECT AND REPORT ANY AND ALL ���, 2 BORED U ANN? ALL WINDOWS 5HALL BE FOR ALL MULTIPLE LVL 61RDER5,LA6 BOLT 6ROUP R-2 BULD1N65(GONDO5 s DISGREPANGIES INCLUDING ANY DIMENSIONAL CONFLICTS „oPBNIN65"MAT WW..NOT ALLOW A 4 INCH DIAMETER SPFIERE TO PA55 THR.OU6H THE OPI3•IN6 IN ITS Z ANDERSEN 200 SERIES ALL APPLICABLE GORES AND TD TOGETHER wr 1/2" BOLTS® 2'-0" O.G.,2" MIN, G02 IMMEDIATLEY TO ARCHITECT FOR GORREGTIVE - G°1'""D CI LAT r � 112 (MODEL Al ) SECOND FLOOR PLAN SPECIFIED Bl'THE PORT ANY DISGREPENGIES AND CONFLICTS ® CARBON MONOXIDE IN THE IMMEDIATE VICINITY OF „ �'TES FROM TOP d BOTTOM d MIN.4 FROM EN05 DETECTOR MEASURES PRIOR TO GONSTRUGTION.00 NOT SGALE BIDROot�,,ON Tw Low5T I'wm FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F 2090 C) h4ANUFAGTIIRE:R PER TO THE ARCHITECT PRIOR TO STAIR FABRICATION. GLAZING (TIE WINDOW OPE IN6 CONTROL DEMGE AFTER OPERATION TO RELEASE THE CONTROL DEVICE ALLOWING DRAWINGS.DIMENSIONS SHALL E!E GALGUATED AND �-��� THE WINDOW TO FUlY OPEK SHALL NOT REDUCE THE NET CLEAR OPENING AREA OF THE WINDOW UNIT TO CO � Sri DETscroR NEVER SCALETH D UNLESS OTI�RWISE NOTED. LE56 AN 515QIlARE FEET. W� COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED u) ^ , 11-- z z W E U o V z cp ,_y ■� U 'CNS s �+ c N A G G A ZO 2c/)L'9 5 a) AIS AI b AI 6 AI-6 v U Q w c L0 CC) U 0/ 2 M � _ M 14'-8'HIP WIDTH Ib'-2'FASCIA WIDTH Ib'-2'FASCIA WIDTH 19'-8"HIP WIDTH r n V u'-0'PL.HT. I a L J L J ALIGN FAGIAS II'-0'PL.HT. I �, � `•' �Q• I I o e �Q L O II'-o'PL HT. Al-5 I HOUR RATED EXTERIOR - - - - - - I- - BEARING WALU ASSEMBLY-5EE DETAIL:� ALIGN FAGIAS q'-0'PL.HT. II'-0'PL HT. I ��A hill. 0� I I O II'-0'PL.HT. ILL 4I F I b �\Q I AI-5 III-0PL.HT. 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LE.ADE:R5 SHALL BE MIN. of ONE:ROOF 2"x3",.027"6AU6E W/GLIP5 d ANGHOR5. CAULK d SEAL ALL MAINTAGTURODI SPEGII=(CATIONS T° WILT OYER ANOTHER ROOF PLAN zHIGH CEILING JOIST CONNECTION MAINTAIN PR°Dl1GT WARRANTY 112 (MODEL A1 ) 0 JOINTS. PITCH GUTTERS MIN. I/8'/FT.PROVIDE P.V.G.RECEPTORS . ....... .. A 5 NTS. A S &"ABOVE GRADE TO RECEIVE LEADERS(GLO5ED GAP DE516W. Q COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED