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HomeMy WebLinkAbout45724-Z �..�, gtlFFBI p� . Town of Southold 5/14/2022 a y P.O.Box 1179 y _z 53095 Main Rd �.fjo� �aoiJ}�r Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43079 Date: 5/14/2022 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 66 Millstone Ln Unit 33, Cutchogue SCTM#: 473889 Sec/Block/Lot: 102.1-2-7 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/7/2021 pursuant to which Building Permit No. 45724 dated 1/25/2021 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single family dwelling with unfinished basement, covered porch, screened porch and attached garage as applied for. The certificate is issued to Rimor Development LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL RIO-17-0087 12/9/2021 ELECTRICAL CERTIFICATE NO. 45724 4/29/2022 PLUMBERS CERTIFICATION DATED 4/20/2022 N All S ffolk Plumbing Contr rs Inc f 0 A one nature oS�Ffnt��D� TOWN OF SOUTHOLD BUILDING DEPARTMENT z ' 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#: 45724 Date: 1/25/2021 Permission is hereby granted to: Rimor Development LLC 1721-D North Ocean Ave Medford, NY 11763 To: construct dwelling unit as applied for per Planning & SCHD approvals (Unit 33, B-1 model) At premises located at: 66 Millstone Ln Unit 33, Cutchogue SCTM # 473889 Sec/Block/Lot# 102.1-2-7 Pursuant to application dated 1/7/2021 and approved by the Building Inspector. To expire on 7/27/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,704.80 CO -NEW DWELLING $50.00 Total: $1,754.80 Buil g Inspector CONSENT TO INSPECTION the undersigned,�n , do(es)hereby state: Owner(s)Name(s) That the undersigned (is) (are)the owner(s)of the premises ine T w of Southold,located at L , which is shown and designated on the Suffolk County Tax Map as District 1000, Section Do .®I Block 61 _,Lot�0 . That the undersigned(has) (have)filed, or cause to be filed,an application in the Southold Town Build' Inspector's Office for the f llowing;, (J 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: ` ( maA-Itt ta— nt Na (Signature) (Print Name) OF SO(/��Ql � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 sean.devlina-town.southold.ny.us Southold,NY 11971-0959 Q couff N' BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Rimor Development LLC Address: 66 Millstone Ln Unit 33 city:Cutchogue st: NY zip: 11935 Building Permit#: 45724 Section: 102.1 Block: 2 Lot: 7 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: MYM 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 Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 50 Ceiling Fixtures 25 Bath Exhaust Fan 3 Service 3 ph Hot Water Gas GFCI Recpt 6 Wall Fixtures 3 Smoke Detectors 2 Main Panel 150A AIC Condenser 1 Single Recpt Recessed Fixtures 21 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Ceiling Fan Combo Smoke/CO 3 Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect 1 Switches 37 4'LED Exit Fixtures 11 Pump Other Equipment: Gas FP, Fridge, Oven, DW, Micro / Hood, W/D, 150A Panel 30 Circuit/23 Used Notes: One Story w/ Unfinished Basement Inspector Signature: Date: April 29, 2022 S.Devlin-Cert Electrical Compliance Form •/E,'T ice.....i�—•- • SGS j Telephone(031)765-1302 To,vn Hall Annexs.1-' 543751`a -isa ;l;} 3 s' w t•� ,^ 9 s in Road Pati(C�1)765-.502 P.O.30::1179 Southold,NY 11971-0959 B iJ.[LDING DIE!-aRTIMENT I -'` t._n U �✓ �a:� I i APR 2 5 2022 CE R T 11F1CAT_ROP Date: B=.,LJ-idnE T,1o. .�. (Please print) (� ieaSe riilf) G tlf' that t, C-, Sol e?'Used in tale Water SUPP 1SySte!I1 Coniains Less than 2/i0 ols ! lie=s Sianature) il wom to liexo;•e nye this day o --�— 20 Z Notary Public,StuANNA �RfTA -- -____-- Reg.too.011`1635811'v York Qualified in Sr1flblk County r Commission E:piresA i�TCt�iry �ubiic. `jA It— Cou(1ty OFSOUTyO # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 PE 1 NS TION C [ 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 REMAJICS: t-, OV41 6 �NWV V6e� DATE INSPECTO SOE SOUTyo� * f TOWN OF SOUTHOLD BUILDING DEPT. �yco 765-1802 INSPECT-ION f ] FOUNDATION IST [ ROUGH PLBG. [ ] . OUNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE& CHIMNEY­-- [ ]- FIRE-SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] .ELECTRICAL (FINAL) [ ] CODE VIOLATION [ PRE C/O REMARKS: CD qyvo -Ohl t_� ol - U✓t/ ylf7 DATE. �� INSPECTORyu 0 r It*so yob 5-72.,Y # TOWN OF SOUTHOLD BUILDING DEPT: coR(V °� � 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: DATE I 7i INSPECTOR # # TOWN OF SOUTHOLD BUILDING DEPT.. `ycotom N�' 765-1802 _ INSPETC .- -ION FOUNDATION 1ST [ UGH 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: vi C44 IV ovy v A� w4 �Wid� (i DATE Z �2� INSPECTOR o�aOE SOUTyOI un / TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECPON , [ ] 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: (� IQ Y— n . DATE v INSPECTOR SO//l�° h� l0 * # TOWN OF SOUTHOLD BUILDING DEPT. - °`��ourm��' 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PL13G. [ ] :FOUNDATION 2ND [ ] I ULATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] "ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE Zc�22" INSPECTOR yr-T� # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] °ROUGH PL13G. [ ] .FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) pq ELECTRICAL (FINAL) ( ] CODE VIOLATION [ ] PRE C/O REMARKS: �J DATE !Zi INSPECTOR r---- rg souryO�o — * # TOWN OF SOUTHOLD BUILDING DEPT. cou631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] DdSULATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL Up [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE ?/ INSPECTOR Er' Testing Services pp 2 5 2022 ney. 2022 Combustion Safety Testing Form T E Certified Home Address: 66 Millstone Lane City: Cutchogue Builder Name: Harvest Pointe Builder Tracking# Combustion Appliance Zone(CAZ)# 1 of Location of this CAZ: Basement (Use additional fortes if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 2022-04-21 Outdoors Temp During Test: 56 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 E] NoW1 Net Change: N/A ' . If Yes,Total CFM Simulated N/A Pa (explain in notes) NOTES: Heating System Primary: Yes No❑ Type: Furnace Boiler[]Heat Pump[:[OtherE:1 Effidency 1 FUej TVP 2 Ventinji.Type 3 Spilly y ;. _g I co co (Circle.TypePascal (Wast I (Worsi Case) (Natural) (Worst Case) (Natural) Rating:95.0 N[ZIP[:10[—]E[j N[]NOMUS-0 N/A Pa. I Pass Z Fail El PassEFaiiE] N/Appm N/A Ppm Yes Type: Standard Tank ZlndirectE]Tarildess 1:1 Size: 75.0 Style Common Vent Water Heater Primary: No Instantaneous L]Comimercial=(&,Nbte.5 bdb.) (Gallons) 4 Stand Alone Z Efficiency Fuel Type Venting'Tvpi?' bratSpillage Spillage(Natural) co CO (circle Tjv0, "; (Pascal) (1,Vorse Case) (Worse Case) (Natural) LF: 0.69 NRIPE10EIE NEIMEJSZ N/A Pa. Pass❑2]FailE] PassZFaiIF L_f — _0 1 —1 N/A PPM I N/A PPM Oven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes 0 No 0 Oven CO N/A PPM . Ambient CO(During Oven CO Testing) NIA PPM Heating System Efficiency: Enter AFUE-for furnace or boiler;H SPF for heat pump;COP if heat pump is geothermal 2 Fuel Type: N =Natural.Gas: P=Propane 0=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE: If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. 4 Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) 5 Water Heater Efficiency: If Water Heater Typ6 is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE: If Water Heater Type is"Commercial"and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial'!and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Michael Fauci Rater Number: 8619824 Rater Signature: y V Date: 2022-04-22 Home Energy Rating Certificate Property HERS Inkberry B1 -Unit 33 Rating Type: Confirmed Certified Energy Rater: Michael Fauci Harvest Pointe Rating Date: 2021-04-21 Rating'Number: 66 Millstone Ln Registry ID: 176616931 Cutchogue , NY 11935 Estimated Annual Energy Cost HERS Index: 52 Efficient Home Comparison: 48% Better Use MMBtu Cost Percent Heating 51.1 $101 $% General information Cooling 0.7 $39 3% Conditioned Area 3214 sq. ft. House Type Townhouse, end unit Hot Water 10.4- $11 1% Conditioned Volume 30910 cubic ft. Foundation Conditioned basement Lights/Appliances 21.6 $1026 79% Bedrooms 2 Photovoltaics -0.0 $-0 -0% Service Charges. $120 9% Mechanical Systems Features Total 83.9 $1297 100% Water Heating: Conventional; Natural gas, 0.69 EF,75.0 Gala 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 25.00 CFM25 2015 IECC UA Compliance Ventilation System Exhaust Only: 153 cfm, 30.0 watts. 2015 IECC HERS ERI � -- Programmable Thermostat Heat=Yes; Cool=Yes 2015 IECC ERI 2018 IECC UA Compliances Building Shell Features ECCC New York State 2020 4 j;,•u s, .. � i Ceiling Flat R-37.7 Slab R-0.0 Edge, R-0.0 Under ,j _0 s .n !. Sealed Attic NA Exposed Floor NA ;,-.1 1-4 Vaulted Ceiling NA Window Type U-Value: 0.320, SHGC: 0.300 cN Above Grade Walls R-21.0 Infiltration Rate 1443 CFM50 (2.80 ACH50) Foundation Walls R-13.0 Method Blower door t;M o Michael Fauci :'S i N 1,443 CFM x 60 Min/hr=86,580 / 30910ft^3 =2.80 ACH@50 Pa ? 0-1 FFp-7-,� Energy Testing Services 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 631-244-2627 Ext. 105 Refrigerator(kWh/yr) 568 Clothes Dryer CEF 3.73 Dishwasher(kWh/yr) 269 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REM/Rate-Residential Energy Analysis and Rating Software v16.0.6 This information does not constitute any warranty of energy costs or savings. ©1985-2021 NORESCO, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. • - Manual S Compliance Report Job: wrightsoW Date: April 07,2022 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone:631-244-2627 Email:r.b.delfino@energytestingservices.com Project For: Unit 33-66 Millstone Lane, Cutchogue, NY 11935 Cooling Equipment Design Conditions Outdoor design DB: 83.0°F Sensible gain: 14365 Btuh Entering coil DB: 75.7°F Outdoor design WB: 71.0oF Latent gain: 2523 Btuh Entering coil WB: 63.3oF Indoor design DB: 75.0°F Total gain: 16888 Btuh Indoor RH: 50% Estimated airflow: 700 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Generic Model: SEER 16 Actual airflow: 700 cfm Sensible capacity: 14700 Btuh 102% of load Latent capacity: 6300 Btuh 250% of load Total capacity: 21000 Btuh 124% of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 10.0°F Heat loss: 29798 Btuh Entering coil DB: 63.3°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: 700 cfm Output capacity: 36800 Btuh 123% of load -., - nl\ ��L'y --- emp. rise: 0 °F APP 2 5 2022 NT Meets all requirements ofACCA Manual S. t-`' ` 0 -wrightsoft, 2022-Apri1-07 14:37:57 ,—,.,�,,,,,,,,,,,,, �„� Right-Suite®Universal 2018 18.0.32 RSU20066 Page 1 Arck...mor Model B1 MAN JSD\Rimor Model B1 MAN JSD.rup Calc=MJ8 Front Door faces: W Residential Plans Examiner Review • Form rm RIPER 1 ACCKe - •. • Equipment, 15 Mar 09 nro�x�nga�msaamta Header Information Contractor: Energy Testing Services LLC REQUIRED ATTACHMENTS ATTACHED Manual J1 Form(and supporting worksheets): Yes No Mechanical license: or MJ1AE Form*(and supporting worksheets): Yes No OEM performance data(heating,cooling,blower): Yes No ❑ Building plan#: Manual D Friction Rate Worksheet: Yes ❑ No ❑ Duct distribution sketch: Yes ❑ No ❑ Home address(Street or Lot#,Block,Subdivision): Model B1 (Inkberry), Entire House HVAC LOAD CALCULATION (IRGM1401.3) Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature: 10 *F Orientation: Front Door faces West Indoor temperature: 68 of North,East,West,South,Northeast,Northwest,Southeast,Southwest Total heat loss: 29798 Btuh Number of bedrooms: 2 Conditioned floor area: 3318 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: 10.0 fl Sensible heat gain:9 16324 Btuh Internal shade: none Eave Latent heat gain: 2867 Btuh Blinds,drapes,etc. Depth Window Total heat gain: 19190 Btuh Number of skylights: 0 HVAC EQUIPMENT • ,1 Heating Equipment Data Coolinq Equipment Data Blower Data Equipment type: Gas furnace Equipment type: SplitAC Heating cfm: 700 Fumace,Heat pump,Boiler,etc. Air Conditioner,Heat pump,etc. Cooling cfm: 700 Model: Generic Model: Generic Static pressure: 0.60 in H2O AFUE 92 SEER 16+ Fan's rated external static pressure for Heating output capacity: 36800 Btuh Total cooling capacity: 0 Btuh design airflow Heat pumps-capacity at wmterdesign outdoor conditions Sensible cooling capacity: 0 Btuh Aux.heating output capacity: 0 Btuh Latent cooling capacity: 0 Btuh HVAC DUCT DISTRIBUTION .1 Design airflow: 700 cfm Longest supply duct: 200 ft Duct Materials Used Equipment design ESP: 0.60 in H2O Longest return duct: 171 ft Trunk duct: Sheet metal Total device pressure losses: -0,6 in H2O Total effective length(TEL): 371 ft Available static pressure(ASP): 0.01 in H2O Friction rate: 0.003 in/100ft Branch duct: Round flex metal Friction Rate=ASP a(TELx 10 0) I declare the load calculation,equipment,equipment selection and duct desio n were figorously performed.based on the building plan'listed above. I understand the claims made on these forms will be subject to review and ver'ification. Contractor's printed name: Contractor's signature: Date: Reserved for ounty,Town Municipality or-Authority[Taving jurisdiction use. *Home qualifies for MJ1AE Form based on Abridged Edition Checklist wrightsoTt' Ri ht-Suite®Universal 2018 18.0.32 RSU20066 9 W Load Short Form Job: wrB htsoft Date: April 07,2022 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone:631-244-2627 Email:r.b.delfino@energytestingservices.com Project Information For: Unit 33-66 Millstone Lane, Cutchogue, NY 11935 Design Information Htg Clg Infiltration Outside db(°F) 10 83 Method Blower door Inside db(°F) 68 75 Shielding/stories 3(partial) / 1 Design TD (°F) 58 8 Pressure/AVF 50 Pa!983 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 AHRI ref Coil AHRI ref Efficiency 92AFUE Efficiency 12.8 EER, 16 SEER Heating input 40000 Btuh Sensible cooling 14700 Btuh Heating output 36800 Btuh Latent cooling 6300 Btuh Temperature rise 48 °F Total cooling 21000 Btuh Actual air flow 700 cfm Actual air flow 700 cfm Air flow factor 0.027 cfm/Btuh Air flow factor 0.050 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.85 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) Bed 2 205 1594 1311 43 66 Bath 2 47 0 0 0 0 Laundry 46 310 524 8 26 Lav 27 287 31 8 2 Stair 2 43 307 51 8 3 M bath 109 1805 538 48 27 M bed 417 5429 2576 145 130 CL 10 0 0 0 0 Foyer 75 1020 323 27 16 Mud 44 436 140 12 7 Kitchen 145 219 1676 6 85 Breakfast 95 1585 1833 42 92 Living 216 4332 2478 115 125 Great room 180 1897 1614 51 81 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -�- wrilghtsoft' 2022-April-07 14:37:57 Right-Suite®Universal 2018 18.0.32 RSU20066 Page 1 XCK...mor Model B1 MAN JSD%Rimor Model B1 MAN JSD.rup Calc=MJ8 Front Door faces: W Stair 0 43 246 12 7 1 Bsmnt 1616 6787 768 181 39 Entire House 3318 26254 13876 700 700 Other equip loads 3544 489 Equip. @ 0.88 RSM 12641 Latent cooling 2523 TOTALS 3318 29798 15164 700 700 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - -wrightsoft- 2022-April-07 14:37:57 Right-Suite®Universal 2018 18.0.32 RSU20066 Page 2 ACCIN ..mor Model B1 MAN JSD1Rimor Model 81 MAN JSD.rup Calc=MJ8 Front Door faces: W Project Summar Job: WI'19 fltSOft� � y Date: April 07,2022 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone:631-244-2627 Email:r.b.delfino@energytestingservices.com Project • • For: Unit 33-66 Millstone Lane, Cutchogue, NY 11935 N otes: Design In-formation 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 26254 Btuh Structure 13876 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent (56 cfm) 3544 Btuh Central vent(56 cfm) 489 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 29798 Btuh Use manufacturer's data n Rate/swing multiplier 0.88 Infiltration Equipment sensible load 12641 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial) / 1 Pressure/AVF 50 Pa/983 cfm Structure 1376 Btuh Ducts 0 Btuh Central vent(56 cfm) 1147 Btuh Heating Cooling Outside air Area (ftz) 3318 3318 Equipment latent load 2523 Btuh Volume(ft') 19660 19660 Air changes/hour 0.25 0.11 Equipment Total Load (Sen+Lat) 15164 Btuh Equiv.AVF (cfm) 83 38 Req. total capacity at 0.70 SHR 1.5 ton Heating Equipment Summary Cooling Equipment Summary Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16 AHRI ref Coil AHRI ref Efficiency 92AFUE Efficiency 12.8 EER, 16 SEER Heating input 40000 Btuh Sensible cooling 14700 Btuh Heating output 36800 Btuh Latent cooling 6300 Btuh Temperature rise 48 'F Total cooling 21000 Btuh Actual air flow 700 cfm Actual air flow 700 cfm Air flow factor 0.027 cfm/Btuh Air flow factor 0.050 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.85 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft- 2022-April-07 14:37:57 Right-Suite®Universal 2018 18.0.32 RSU20066 Page 1 ...mor Model B1 MAN JSD\Rimor Model B1 MAN JSD.rup Calc=MJ8 Front Door faces: W N 7K Level 2 &150 cfm 0,111 cfm K79 cfm _ Living Breakfast Bed 2 adiab K98 cfm Great room Ktchen �7 3 cfm L101 cfm Bath 2 1\33 cfm Mud �1 Laundry Foyer CLv 32 d 9 cfm Broan Exhaust Stair 2 Fan Model L150 K 10 cf rr 56 CFM Energy Star Continous User Timer M bath 58 cfm Garage 01174 cfm M bed Job#: Energy Testing Services LLC Scale: 1 : 97 Performed by Energy Testing Services... Page 1 1648-A Locust Ave Right-Suite@ Universal 2018 Unit 33-66 Millstone Lane Bohemia,NY 11716 18.0.32 RSU20066 Cutchogue,NY 11935 Phone:631-244-2627 2022-April-07 14:38:09 r.b.delfino@energytestingservices.com ...N JSD\Rimor Model 131 MAN JSD.... N Level 1 10x16 217afm 1 225 cfm adiaba 0 14" 26 Bsmnt 26" 26x16 Makeup air 56 CFM Skutlle Model 2161 /` 12 x 16 Stair 0 4 8 cfm 1 Job#: Energy Testing Services LLC Scale: 1 : 97 Performed by Energy Testing Services— Page 2 1648-A Locust Ave Right-Suite®Universal 2018 Unit 33-66 Millstone Lane Bohemia,NY 11716 18.0.32 RSU20066 Cutchogue,NY 11935 Phone:631-244-2627 2022-Aoril-07 14:38:09 r.b.delfino@energytestingservices.com ...N JSD\Rimor Model B1 MAN JSD.... Duct System Summary Job: wroghtsoft® Date: April 07,2022 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone:631-244-2627 Email:r.b.delfino@energytestingservices.com Project • • For: Unit 33-66 Millstone 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 0.005/0.005 in H2O 0.005/0.005 in H2O Lowest friction rate 0.003 in/100ft 0.003 in/100ft Actual air flow 700 cfm 700 cfm Total effective length (TEL) 371 ft Supply Branch DetailTable Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln (ft) Trunk Bed c 1311 51 79 0.003 8.0 Ox 0 MtFx 42.3 140.0 st2 Breakfast c 1833 51 111 0.003 10.0 OX 0 MtFx 34.0 160.0 st2A Bsmnt h 6787 217 46 0.003 14.0 Ox 0 MtFx 32.0 130.0 st2 Foyer h 1020 33 20 0.003 5.0 OX 0 MtFx 9.3 165.0 st2 Great room c 1614 61 98 0.003 9.0 OX 0 MtFx 17.5 150.0 st2 Kitchen c 1676 7 101 0.003 9.0 OX 0 MtFx 17.3 160.0 st2 Laundry c 524 10 32 0.003 5.0 OX 0 MtFx 25.0 175.0 st1 Lav h 287 9 2 0.003 4.0 Ox 0 MtFx 15.0 165.0 st1 Living c 2478 139 150 0.003 10.0 OX 0 MtFx 30.5 150.0 st2A M bath h 1805 58 33 0.003 7.0 Ox 0 MtFx 21.3 140.0 st1 M bed h 5429 174 156 0.003 12.0 OX 0 MtFx 30.3 130.0 st1 Mud h 436 14 9 0.003 4.0 Ox 0 MtFx 18.8 175.0 st2 Stair 0 h 246 8 1 0.003 4.0 OX 0 MtFx 15.0 150.0 St1 Stair 2 h 307 10 3 0.003 4.0 OX 0 MtFx 11.5 160.0 1 st1 SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st2A Peak AVF 189 261 0.003 235 17.1 16 x 10 ShtMetl st2 st2 Peak AVF 572 614 0.003 213 23.6 16 x 26 ShtMetl st1 Peak AVF 268 226 0.003 201 17.4 16 x 12 ShtMetl Bold/italic values have been manually overridden Wrightsoft, 2022-April-0714:37:57 �'� .wra•d...,...,,.M...,o.,,..,, Right-Suite®Universal 2018 18.0.32 RSU20066 Page 1 JiC�...mor Model 81 MAN JSD1Rimor Model B1 MAN JSD.rup Calc=MJ8 Front Door faces: W 'TableReturn Branch Detail Grille Htg Cig TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk rb2 Ox 0 615 793 170.5 0.003 215 26.0 Ox 0 MtFx rt1 rb3 Ox 0 225 47 138.3 0.003 210 14.0 Ox 0 MtFx rt1A TableReturn Trunk Detail Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (Cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt1A Peak AVF 225 47 0.003 210 14.0 0 x 0 ShtMetl rt1 rt1 Peak AVF 840 840 0.003 228 26.0 0 x 0 ShtMetl w,ightsoft, 2022-April-0714:37:57 .w,,,•,�.,,.,..._,..,,,.., Right-Suite®Universal 2018 18.0.32 RSU20066 page 2 RCCA...mor Model 31 MAN JSD1Rimor Model B1 MAN JSD.rup Calc=MJ8 Front Door faces: W GRCH ARCHITECTURE I _ _ T .,f 37-50 RETE DRIVE SOUTH ;. r SUITE 202 ISLANDIA, NY 17749 W W W.GRCHARCHITECTURE.COM 631)864-3395 November 14, 2018 Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold NY 11971 Attn. Ms.Amanda Nunemaker Plans Examiner Re: Harvest Pointe at Cutchogue Dear Ms, Nunemaker, The following two 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 Maximurn thickness 3 %" (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 R302.10.1 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, Y __--~^J V r 4.`:pa 1 II ANO C �RT c/,, Glenf cherve` yi IA, LEED > APR 2 5 2022 2� Principal �, n FOF NES MffCHANICAL CORPORATION HEATING AND AIR CONDITIONING March 11, 2019 Michael J. Verity Town of Southhold Building Department Town Hall Annex Building 54375 Route 25 Southhold, NY 11971 Tel: (631) 765-1802 Fax: (631) 765-9502 Subject: Harvest Point Residential Units Dear Mr. Verity Please be advised that the basements of all the residential units at the above referenced project have been included in our Manual J load calculations. Best regards, i Louis DeSantis President I r 1 y I_i ! A P° 2 5 2022 L,- 7TT 20 Feldland Street, Bohemia. NY 11716 ^ (631) 563-1298 Fax: (631) 563-2954 GRCI-I ARCHITECTURE PC 3750 EXPRESS ERNE SOUTH SUITE 202 IstANDIA, 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. 33 / Permit No. 45724 Dear Inspector Verity: Please be advised.that the basements of the above referenced units. constructed on site meet the require ents for conditioned space as defined in the 2015 IRC and Energy Code as well as the 2017 Code Su eme t. Respectf ly submitted, S��RED ARC �gERT Cy��G/��n Fye 40 Glen herveny, AIA, LEED AP Pri ipaI N�Ay�, 02381 i j } ,i ;'W•���, `�` ! i..�, FOF NES APR 2 5 2022 �f 13 GRCH ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH IH: SUITE 202 ISLANDIA, NY 11749 WWW.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# 33— Permit#45724 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. qGei submitted, ,��FLED ARC, �\GJ &SRT Q/y y,AIA, LEED AP (P 02381) 0 j!, t AP4 2 5 20 - 22 r ,M� SCOTT A. RUSSELL `tea � MICHAEL M. COLLINS, P.E. SUPERVISOR ® TOWN ENGINEER TOWN HALL - 53095 MAIN ROAD TOWN OF SOUTHOLD,NEW YORK 11971 Tel. (631)-765—1560 Q `v r�' Fax. (631)-765—9015 R` Q Orf t•' 1•iICHAI:I,:C0I-LIPES+mTOWN S(al!M0l.D,NYA1 OFFICE OF THE ENGINEER TOWN OF SOUTHOLD Brian Cummings December 17, 2021 Planner Southold Town Planning Department 54375 Main Road Southold, New York 11971 Re: Harvest Pointe—Units 31-38 Chapter 236 Inspection Dear Mr. Cummings: I have inspected Harvest Pointe and determined that the developer has achieved final stabilization for the driveways and the front/side lawn areas of units 31-38. The rear lawn areas of these units have not achieved final stabilization but have been hydroseeded and should be fully stabilized within two weeks. Due to the location of the units, any stormwater runoff from areas that have not yet achieved final stabilization will not migrate off site. Therefore, the Engineering Department has no objection to Certificates of Occupancy being issued for these eight (8) units at this time. If you have any questions concerning this review please do not hesitate to contact my office at(631) 765-1560. Sincerely, Michael M. Collins, P.E. Town Engineer cc: Michael Verity, Chief Building Inspector OFFICE LOCATION: - MAILING ADDRESS: Town Hall Annex O'S®(/p P.O.Box 1179 54375 State Route 25 ' �Q� Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Telephone:631765-1938 Southold,NY It 11�L www.southoldtownny.gov _ PLANNING BOARD OFFICE TOWN OF SOUTHOLD December 22, 2021 Mr. Henry Alia Rimor Development LLC P.O. Box 908 Cutchogue, NY 11935 Re: Site Plan Inspection, Certificates of Occupancy Units #31-38 The Heritage @ Cutchogue aka Harvest Pointe 75 Schoolhouse Rd., corner of Schoolhouse Rd. & Griffing St., Cutchogue Dear Mr. Alia: The Planning Board has found that the requirements for Units# 31- 38 of the above- referenced Residential Site Plan, with exception of supplemental evergreen plantings required in the natural buffer behind these units, have been completed based on the site inspection made on December 13, 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 eight (8) units. The supplemental evergreen plantings are required to be planted in the natural buffer behind these units by April, 2022. 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, r Donald J. Wilcenski Chairman cc: Michael Verity, Chief Building Inspector Michael Collins, Town Engineer b ' -'FIELD INSPECTION REPORT COMMS TS• gi FOUNDATION(IST) ; FOUNDATION'(2ND) eWn a LAfl p p6s*e.4 ?Wod'A ROUGH FRAMING& H C� PLUMBING Q� a 1A- 7Mi INSULATION.PER N.Y. STATE ENERGY CODE �S q Ki FINAL. . L-7- vv ADDITIONAL COMMENTS: �n a a : cl,Ulp rices 5 o-, ob e� Dao c � t�J o��g11fFOL;y BOG TOWN OF SOUTHOLD—BUII,DING DEPARTMENT y� Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 oy • o� Telephone(631) 765-1802 Fax(631) 765-9502 htti)s://www.southoldtownny.gov For Office Use Only PERMIT NO. Building Inspector: JAN - 7 2021 � 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 Authorization form(Page 2)shall be completed. '' APPLICATION FOR BUILDING PERMIT Date: t OWNER(S)OF PROPERTY: Name: Rimor Development Tax Map#:SCTM#1000- 102.01 - 02- Physical 2-Physical Address: U LP 1 e (.14 3 3 _._ --C(,�i f�1no. U-f. z s- Phone#: 631-678-2667 Email: teamalia65@gmail.com Mailing Address: CONTACT PERSON: Name:Henry Alia Mailing Address: PO Box 908 Cutchogue, NY 11935 Phone#: 631-678-2667 Email: teamalia65@gmail.com DESIGN'PROFESSIONAL INFORMATION: Name:GRCH Architecture Mailing Address: 3750 Express Dr.South Islandia, NY 11749 Phone#: 631-864-3395 Email: CONTRACTOR INFORMATION: Name:Rimor Development Mailing Address: PO Box 908 Cutchogue, NY 11935 Phone#: 631-678-2667 Email: teamalia65@gmail.com DESCRIPTION OF PROPOSED CONSTRUCTION 2New Structure ❑Addition ❑Alteration ❑Repair El Demolition Estimated Cost of Project: ❑Other $ i CN Will the lot be re-graded? �2lfes ❑No Will excess fill be removed from premises? Dyes ONO PROPERTY INFORMATION Existing use of property: Intended use of property: Condo-resitdential Date of Purchase: Name of Former Owner: 1 Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? 2Yes ❑No IF YES, PROVIDE A COPY. on-file w6th-bumiding-department- is Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,Newyork and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorize 31nspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant toion PAS of the New York State Penal Law. Application Submitted By(print _fna enry Ali 2Authorized Agent ❑Owner Signature of Applicant: Date: �� d STATE OF NEW YORK) SS: COUNTY OF Suffolk ) Henry Alia being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the Agent (Contractor,Agent,Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of 20 a Notary lic SH=PIRONEPROPERTY OWNER AUTHORIZA SRY PUBNEW YORK(Where the applicant is not the ow er) Registrati88308QualifieuntyCommission 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 ���St�FFO(�CaG Town Hall Annex �� y� Telephone(631)765-1802 54375 Main Road P. O. Box 1179 Fax(631)765-9502 Southold, NY 11971-0959 COP BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: '— Owner" ate: •Owner_ a LL jj-- Location of Property: T. 3 1, -t.Vl(F U-C— Please talc otice that the..(check applicable line): New commercial.or res idential:sfructure.;, :.:`Addition to eXis't'irig-commercial or residential strudu' r�' .koh4bilitatiph o•an existing"cbmttiercial or resid6-hf!al;structure to be.consfiruc ed`oi-performed.at the subjecf property reference--above will-utilize (check^appl' abietliie): Trusstype:cgnstruction TTQc)a+. L. . Pre-engineered wood construction (PW) Timber construcioii�(T:C in the following location(s) (check epplicabildkJind):'- Floor framing, incl4dinirders and beams (F) Roof framing (R) Floor and roof.framSignature: Name (person submitting this for _ /-�I Capacity (check applicable line): Owner Owner representative TrussRegl5-docx Effective 1/1/2015 >!'7 3i1�p��srls `Y'�:,cf yZ'.c[. �['♦r�j`/..,,.7�a.,,. ���'t�-..7�r-'.tiY'v`I".�1�•��',4j��{?�40�•�s�a �a 'y. `�'•'+'^',��� ..� ��a .1.'• t'�.f�. 7 a1� `.{e'st�orf;�Y- _ • ' : ,'�, 1!. y` „L�i'--.... '.s Z�.a 17'.aY •.c�){�La"''[�w`ar' ehZ•�3�.t� rs,.f r• Y ry rf. rj.'7'vj+)�c ':��i�t-ir n frr;ff-'t a)i)�{Z ♦.�ic,�-�.e �r ti v cEi.=t'ts,�� :T��y�p,<C}►T�,, ..y k fS- � -•�: ,% — '}� lite t .t'f'f is...i 1'r-''r r�♦� _: �i t , '�. 1✓t ..:� k r tti� �y'ti / t r rj t j.r f,. r, �G r♦a t I 1 t. Ki y .t yam` �jt .tj, +.} � hof �, j� � `f � �• ,tiir // �Y y �- ^ate �� ,�i- •� -� I i l SUM FLOOR FRAMING, INCLUDING GIRDERS AND BEAMS `•• 1 t v tile... ,�, _�. "t Fa);- -'-•tea-a,;:__ � �, 'f ! l`t � ' __ ( t 7.1�1 i� f �� w � A t /1. �; �t ,ti' Y �� :i� '�., 1 i1: it � ,`•' _P :sl ;�� J' �r 6' t Vt Y 1 ♦ f ti: Y � 3 1 i t_ t f -,.... � ', BUILDING DEPARTMENT Electrical Inspector ss "sx' rh 2 1 TOWN OF SOUI'HOLD �� 22 02 Town Hall Annex - 54375 Main Road - PO Box 1179 Ck Southold, New York 11971-0959 bele hone (631) 765-1802,- FAX,(631) 765-9502` V1 -rogerr@southoldtownny.gov seandQ)southoldtownny.cov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: OrAl M ' Name; ►a - ern License.No.: 3 C Address: I El 0 wl n Lit :Phone No.: JOB Sh'E INFORMATION (All Information Required Name: Address: Cross Street:. .., b 'Phone No.: j BIdg.Perrriit#: L{ email: �(.Cc�. Tax Map District: 1000 Section:' �7��.O.l Block: ,.t� Lo : '� -BRIEF DESCRIPTION OF WORK (Please.Print Clearly) :Circle All That Apply: :Is job ready for:inspection?: YES NO Rough In (��' /w Final Do.you need a Temp Certificate?: E 0 Issued On i Temp Information: (All information required) Service Siz - 1 Ph 3 Ph Size: A #Motors . Old Meter# _ ew Serv` =Fire Reconnect- Flood Reconnect.-Service Reconnected -l�ndergcound -Overhead #.,Underground Laterais, .1 - 2 H.Frame Poie Work done on Service? Y. N '.Additional Information: PAYMENT.DUE WITH APPLICATION lip Request for inspection Fortn.xls �"J .......... 1E �---- PERMIT # Address: Switches�- � I Outlets 1-1-11 GFI's Surface .WAP" Sconces HH'jw UC Lts; Fans --Fn ,. ._..... .. :.H.W.., N Exhaust Oven _ r W/D SmokC s DW Mini: .. "Carbon :... . IVlicro.- Gene:gator.. . ' . Combo, ,. Cooktop AH Hood Service . . ;A .. ps ,Have Used Comments: I `� %-V UATY DEPARTMENT OF HEALTH SERVICES FOR OFFICE USE ONLY OFFICE OF WASTEWATER MANAGEMENT .60 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 —J WATER SUPPLY FACILITIES FOR A SINGLE FAMILY D EL INOISP®SAL AND PLEASREFER TO REVERSE SIDE OF THIS FORM FOR INSTRUCTIONS E COMPLETE APPLICABLE SECTIONS OF THIS FOR ALL SIGNATURES MUST BE ORIGI SECTION1- FOR ALL RENEWALS ANIS TRANSFERS NAL. EXISTING REFERENCE NUMBER: R10-17- District � ax ®� TMap No • 1000 Section 10 2- , DI Block Lot Name of Current Applicant: Rimor Development LLC Mailing Address: PO Box 908, Cutchogue, NY 11935 Tel#: (681) 735 9200 Email Address:teamalia65@grnail.c0m Name of Current Agent:Henry Alia Mailing Address: PO Bo;( 908, Cutchogue, NY 11935 Tel#: (631) 67$2667 Email Address:teamalia65@gmail.com DATE OF ORIGINAL APPROVAL: 09/08/2017 *If more than 6 years old and SCDHS site inspections have not been SECTION 2 FOR TRANSFERS WITH PREVIOUS APPLICANT/AGENT required Name of Previous Applicant/Agent: I hereby transfer all rights and interest in the above referenced permit to the new applicant named Signature of Previous Applicant/Agent: above; SECTION 3 FOR TRANSFERS WITHOUT PREVIOUS APPLICANT/AGENT PERMISSION Date:_` Name of Previous Applicant's RMN" Architect/Engineer/Surveyor: I hereby authorize the above named current applicant to use the previous applicant's sury) y project prepared by me; for the purpose of transferring the above named reference number and its site its site Architect/Engineer/Surveyor's Signature: b SECTION 4 FOR ALL RENEWALS AND TRANSFERS Date: Application is hereby made to[ ]TRANSFER, RENEW(check-applicable) a permit to construct in accordance with this application,surveys and plans submitted. I here +c rtify that I have exami'ried permitlete application are true and correct,and that all work shall bed nen accord ce with all applicable Town,County,State and Federal Laws. "An PP and the statements therein false statement made herein is unishable as s emeano rsuant to_S2,10.4,of NeFv York State Pena]Law." Signature of Current Applicant/Age y Date Print Name of Current A -J - ' G pplicant/A ent --� -. - �- � '>�-_, . HTitle e y.' Ji Agent/Project Manager DEPART T USE ONLY Permit is Transferre enew Until lP— d 2� Number of Bedrooms Approved Signature of Department Representative— �i -•-- Date ®_ WWM-104(Rev. 02/12) i PROPOSED MULCHED NATURE TRAIL (TO BE ROUTED AROUND EXISTING c° TREES WITHIN NATUR L BUFFER AREA) /Ffff/fF/tr/tF/tF/ff/f// r rri�/ fr/l/ t,eF / fr/rrftr/frrff/r/r/// /fff /t/ SED -D ml 28.75' (TYP.) 31 qB 35 12.1' BZ B1 9 3g1 z 34 3 N 62 EN 19, mz Y .,e� 4,ar:. +�.�: �;�� �`'34?.,wry'..�,..s` .��` =� ��. � .r, �t3P '��'3�,• v.:..?a..' �'�;E FLUSH BELGIUM '>.� F, BLOCK DRIVEWAY :.; :::.... ... DIVIDERS TYP. U-3 (SEE DETAIL) PROPOSED `e' — (� SIDEWALK (I YI',) PIPE SHALL BE 15" CPP WITH A SLOPE 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. E MINIMUM 6"' DR-18 PVC OR CAST IRON WITH A ® BEDDING: A CONTINUOUS AND UNIFORM BEDDING SHALL BE PROVIDED IN THE TRENCH FOR ALL BURIED PIPE. BACKFILL MATERIAL SHALL BE TAMPED IN LAYERS AROUND THE PIPE AND TO A SUFFICIENT HEIGHT 3E C900 .BLUE BRUTE DR-18 PRESSURE PIPING ABOVE THE PIPE TO ADEQUATELY SUPPORT AND PROTECT THE PIPE. 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". ° 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. a 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 ►LL DRA'S AND DRYWELLS. TO PREVENT 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&G AND JAY VARY DUE TO FIELD CONDITIONS. ELECTRIC 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 C600. ° DISINFECTION: WATER MAINS ARE TO BE DISINFECTED IN /DRAINAGE LINE CROSSINGS SHALL MAINTAIN A ACCORDANCE WITH AWWA STANDARD C--651 --86, OR THE LATEST 1'ARATION OF 18" MINIMUM BETWEEN PIPING. (SEE REVISION,BACTERIOLOGICAL TESTING: BACTERIOLOGICAL ANALYSES OF WATER DNTRSHALL ENSURE ALL CROSSING • SAMPLES COLLECTS© AFTER DISINFECTION ARE REQUIRED AT DURING NG CONSTRUCTION. 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 ®q'" nit (Numbers Area (SF} (SF) Total (SF) riest ®i me at 77-124 1,999 486 2,485 C uc ® u e 3,8,16,12,14, Cutch® ue, New York .,23,26,27,29, - 33,36,39,41,45 1,599 363 1,962 'Town of Southold $7,49,50,52,54, ,8, 59,68, 72, 76 No. Rovision Date Appvd, ,5,6,9,11,13, 13 TO101N/SCDHS REVISIONS 7/28/17 AVL L9,20,22,24, 12 TOWN REVISIONS 6/14/17 AVL 1.8,30,32,35,38, 1,599 363 1,962 11 SCDH RMSIONS 4/22/17 AVL a2,44,48,51,53, ;0,62,64;66,70-- - 10 REVISED PHASING PLAN PER TOWN- 4/6/17 AVL -_._�._-----.._._..___—.--- --.__...____---- - -----. - _- 73,74! -- -•- AVtzhd h 7,34,37,43 55 8 SCDH REVISIONS 3/9/17 AVL 63 65 67 69 71 1,599 380 1,979 tit /Y t Jf[[,,. ;5. '.'Xiri L` art •1,• ;` '!; yyy`M�'Ki^wJ[:•": 1.+�te� :.a:1;4.XCX:-�'M3v"'-1'7.1>. •.:Y':1.•• ::x2,.r!'h:.e:. %:tF•'-•. 15,16,17,18 1,999. 408 2,407 Issued for Date .Duly 10, 2015 N/A 6,188 N/A 6,188 CTM ��®U� - ®���1-33°3 SCDHS rcva� a a'I. iFOL R "'OUNTY DEPAfl'1'flIENT OF's-'sl.:�1.9 TH SERVICES o � 01V3�R•m�����k�I:i1�l��.��`�`�i��s�331.1'�.:.`�3����1�� SUMP FAIRLY RESIDENCE cma V DP:fE '�1� 1 I' k'gs C31~6~.IU°�r. ------�.R=*-- Drawing Number Fop,p4mi¢nm. OF Pi ammoms OE-PIRES 3HIREE YEARS FRON-7 Offillz OF AES'ROVAL � �� co ,Q�0 � ! /'gyp ��'r C =40 (tt Sheet of 9 2 8! 9OFFSSLO���•/ � �..��. Project Number 29305.00 SCDHS Reference # C10-016-0013 R=112.00' ' S 40°52'38"E S 65°26'53"E L=29.79' 27.03' R=275.0049.54' S38°23'13"E 62.34' L=77.85' S52°55'20"W I S 24°33'07"W R=112.00' S 49°09'21" r 19.24' 238.82' E 107.80' L=29.72' MILLSTONE LANE t� n R=410.00' L=450.50' S23°11'01"E 39.36' GRIFFING S38°24'18"E R=140.00' SUB PAVEMENT STREET EL S t 96.29' L=37.19' R 112.00 R=112.00' HARL=8.27' ^ D�NE o 2.A AV L=8.27' S38°25'23"E 34.21' N ED� pO�N�E LO S37°04'40"E m rMi W - / rM) DROP CURB U) 95.00 �_ R=112.00' -r S38°24'18"E 481.91' - - -� - - - PROP CURB O I J ( L=29.75' c j � R=140.00' � M _ J Z I TOWN OF Q N S53°37'34"E L=37.19' C) M I U.) 51.14' S53°37'34"E 44.19' OO SOUTHOLD m N cn m I, 17.0' ; V to COI N A13.O'V N18.5' O v fn - 269.77'(ACTUAL) 5' N 4Ac 19.0' C) 18 2.5'u, p I GARAGE S37°04'40"E R i GARAGE I i 2.5'A I 3.4' 3.3' I obi FOUNDATIpN ONLY 5.3' 2.0' p [TOP OF FOUN ATION=34.1] A W m UNIT 33 I UNIT 34 2.01, 2.0' I N 15.9' iy 22.7' 0 0 13.2' i,2 DAV/0.0 .�- r " 1 � a )3 ZP 050213 <qND Sv�J 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, �7 PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. 06-15-2021 FOUNDATION LOCATI N FOUNDATION AS-CONSTRUCTED SURVEY FOR R IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, PROFESSIONAL ENGINEERING AND LAND SURVEYING SECTION 7209,FOR ANY UNITS 33 - 34 UNIT DESIGNATION MAP OF PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY.IF HARVEST POINTE CONDOMINIUM 2 AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND FILE NO.:490 FILED SEPTEMBER 28, 2020 THE NOTATION*ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH - ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. SITUATED AT COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED C UTCHOG U E SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BEA VALID TRUE COPY. TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS S.C.T.M.DISTRICT 1000,SECTION 102.01,BLOCK 02.00,LOTS 007.000&008.000 OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED. a PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE L N E L ["�J O N TL P O P E CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS p�y� OTHER THAN VISIBLE PERMANENT STRUCTURES. Y � engineers•nrcftitects•surveyors NELSON&POPE,ENGINEERS ANDMURVEYORS.ALL RIGHTS RESERVED.NO PART OF THIS DRAWING MAY REPRODUCED BY PHOTOCOPYING, 70 Maxess Road,Melville,NY 11747. 631.427.5665.nelsonpope.com RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED ' IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN PERMISSION OF THE SURVEYOR. DRAWN BY: NP CADD NO,:INDMDUALSURVEYS THIS PLAN WAS PREPARED TO ASSIST IN OBTAINING FRAMING PERMITS FROM LOCAL 00026 IS SCALE: MUNICIPALITIES AND IS NOT AUTHORIZED NOR GUARANTEED FOR ANY OTHER CHECKED BY: PE FILE NO.: SHEET NO.: OF 1 PURPOSE. - ' 'I DATE: 07-02-21 PROJECT NO.: 00026 1"=30' R=112.00' L=29.79' S 65°26'53"E S38°23'13"E 62.34' S 38"E R=275.00' 49.54' 27..0303'' L=77.85' R=112.00' S52°55'20"WI S 49°09'21"E S 24°33'07"W L=29.72' 107.80' 19.24' 238.82' R=410.00' S23°11'01"E 39.36' L=450.50' R=140.00' GRIFFINGL=37.19' S38°24'18"E STREET Zt �L •��- 96.29' _ N I- polN E LANE R 21 45 RL�8.2T S38°25'23"E 34.21' �'f �1 � `�lJ La CD TpNE Zzz °° C �7�n S37°04'40"E ci LU I 95.00' R=112.00' J S38°24'18"E 481.91' g B CURS _ _ _� DROP CURB S(/B pgV�M�NT NC O I ¢ I L=29.75' R=140.00' °°w ML = W I TOWN OF ~ L=37.19' MZO a S53°37'34"E ; w0 J SOUTHOLD 51.14' S53°37'34"E 44.19' v CONC.WALK RX U) CONC.WALK O rn � I I �n o; N WIN.O.H. m I CO ELEC. 17.0' 1=¢ -- ELEC. 0 METER LmD b13.0' MET� GAS U) - 269.77'(ACTUAL) CONC.WALK C'ETER b 19.0' N 18'5 I`� 2.5 METER p WIN_O.H. " 4.0' c-i w S37°04'40"E R METER N 1 GARAGE 1 2.5'T� ag b 13.0'- I GARAGE I .s' co ¢ r; GAS 1 1 I 3.4"D METER 2.5' OF 1.7' 3.3' I 1 --1 LD ano Z 2.5'in \cgn ami w1----�-- 5.3'i U 3.3'(6 2'r 3.0' 2.0' 1 STORY FRAME o �, I w 00 RESIDENCE Irl: cc; oLU UNIT 33 F.FL.l=34.4 UNIT 34 0 _ 2.0' G.FL.1=33.7 2.0' Iq WiV 22.7' iv El1= F E] 15.9' �i cO b b 13.2' m Z UNIT 32 .11F 14.4' c; ui 0 00 11.0' a 2 .0' Lq U� 7 U zn io (n-a ZD io b N ❑~ 3 t6 - WW� o ui•-• •-� ui 13.1'co Z 16.9' w 15.2' if - 11.0 U R/O CONCRETE wZ RIO CONCRETFr I. _ .,4yto L; '� a ENCLOSURE ENCLOSURE I l �P O�� DAV/� N ��� �I W / �� O R/O CONCRETE APR 2 5 2022 ENCLOSURE i1- Si0" HARVEST POINTE HOME OWNERS �..rr -,'' m '3, C 0 S 38°24'20"E 513.85' ASSOCIATION DESIGNATION LINED :, ,,, •- --� .�,, 1 it-. �y'i-:' NOTES: THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE 06-15-2021 FOUNDATION LOCATION PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE FINAL SURVEY NOT PLANTING A ED S, GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, 10-27-2021 SANITARY AS-BUILT FOR UNITS 33 & 34 PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, 12.01-2021 ADDED DRAINAGE, UNIT DESIGNATION MAP O F PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY CONTROL MODULE ONAL ENGINEER OR_ BELECT.PANELPROFESSOR,TO ALTER AN ITEM IN ANY WAY.IF HARVEST POINTE CONDOMINIUM 2 PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED AN ITEM BIEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE September 28, 2020 12-oa-zo21 FINAL SURVEY FILE NO.:490 FILED ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND SITUATED AT THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH C UTCH OG U E ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. S.C.T.M.DISTRICT 1000,SECTION 102.01,BLOCK 02.00,LOTS 007.000 8 008.000 NO PHYSICAL EASEMENTS.N PROPERTY UNLESS NOTED.RECORDED EASEMENTS L NELSON + POPE OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED. PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE SOIL CONDI IF ANY,INCLUDING BUT NOT LIMITEDEB WETLANDS,WATER COURSES, engineers•architects•surveyors SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS OTHER THAN VISIBLE PERMANENT STRUCTURES. COPYRIGHTp NELSON 8 POPE,ENGINEERS AND SURVEYORS.ALL RIGHTS 70 Maxess Road,Melville,NY 11747. 631.427.5665•nelsonpope.com RESERVED. NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, DRAWN BY: NP CADD No.'INDIVIDUALSURVEYS SCALE' RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED 00026_1 IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN _ PERMISSION OF THE SURVEYOR. 'I CHECKED BY: MS FILE NO.: SHEET NO.: OF'I DATE: 12-13-2021 PROJECT NO.: 00026 1"=30' i r f 6.5' Ui 17.3' 0 6.2' NOTES: 5.4' Un-v 75' N N SANITARY SYSTEM AS-BUILT TABLE THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE 7.7' i. cV c D co PROPERTY,LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE O N I STRUCTURE NAME TIE A TIE B NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. a.o' __ co 5 00_ =zoo Z UNITS#32,33 &34 - p W::i - IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 745, W I W (!)�co LU ST-1 39.3 4$.7 PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY 3:0 ?Q(D . �Z PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED 1 W Z ca 0 I°F_ ST-2 38.8 55.1 PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY.IF - ao I a? U�¢- W Q AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE 1 W Z DIP INV. Om M0� LP 3$.1 71.$ ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND 31.03 U THE NOTATION"ALTERED BY FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH 2.0' _ _ (� ALTERATION,ANDA SPECIFIC DESCRIPTION OF THE ALTERATION. -L �-W 3 s 9s_ S�Zpo W w LU r� DIP INV. s __%S 36' S � Z Z I COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED (� I O (n 30.92 Z mm "SDR-35 100 0 I SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. W c PIPE,TYP. ?Ny D_P Q I(n N OU Cn I Q NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS N W U OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED. 2.0'_ ___I < SUFFOLK COUNTY DEPAR I MENT OF HEALTH SERVICES UNDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED [h w Q AS TO ACCURACY,ELECTRIC AND GAS EXISTENCE. UTILITY LOCATION PROVIDED FROM PSEG DISTRIBUTIONCT LOCATION,TYPE OR USE.ACTIVE OR DESIGN 10.2' 2.2' I I APPROVAL OF CGt'ISTRUCTED 1�O/�RKS FOR PLAN DATED 7/21/18.LOCATION OF GAS AND UTILITY IS APPROXIMATE AND LOCATED p Z rn `" ASINGLE Fr,..,"LY RESIDENCE TYPICALLY IN THE SAME TRENCH.ACCURACY OF UTILITY IS NOT GUARANTEED NOR IS I. O Ui a THERE ANY GUARANTEE THAT ALL EXISTING UTILITIES ARE SHOWN ON THIS MAP. II I c'� 6 T p ' �-/ CONSULT WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR 27.7' N 14.8' s 4.7 I o�1 �, Date DEC 0 9 2021 H.i Ren7.No._ I �'I�r�(�� 1 FURTHER DESIGN. toDO PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE F, r- The sewage disposal and water u i facilities at fh:s.IocaGon have been g p0 ��+� CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, I: CL SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS w CONTROL m NW inspected and/or certified by this®aparursent or other agencies and found to OTHER THAN VISIBLE PERMANENT STRUCTURES. MODULE E G E G E I G E G 5 O Q I �a _ a be satisfactory FOR A MAXIMUN3�F, BEDROOMS. COPYRIGHTO NELSON 8 POPE,ENGINEERS AND SURVEYORS.ALL RIGHTS RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, II ; Wt. 1" WATER6.5' m 17.3' 6.2' y I 61a Y a - p W RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED V W SERVICELr5-3j' 'un c!7 6, C"! c+i I -0 IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN `N W 7.7'ro N m PERMISSION OF THE SURVEYOR. C�11 W CD. O fV c- ; m M 5.0' p ZV-35 ' nn r ADDITIONAL IMPROVEMENTS AND/OR POSSESSION,IF ANY,NOT LOCATED,NOT II ON jKnepper, r�.E.y Chief SHOWN a.0' DIP INV.;- ; U.I I WN 32' U MS �'-{-�"- ALL SANITARY PIPING 4"AND 6"SORJ5,TYPICAL. Q I 2 H 3.0' 4"SDR870 I Z ? INV< IilD 29.0 2 cau LL Z 2.0'--- �-- ; F; W 1.9' ro I O W c� ZG4 Z� y 0 0 < I uj'� �= aCN,; 0m 1 =zav t C7 Z o U 16 I �LF-�cc,,] I N 3.0' s - Z� ----- '6 4"SDR-35 U, `n 0'- 4 '614 o �y OLJ Z ��� YO,Qk �( M,`y ``�'T}`t N 5.0' z�I o3a °� PETER -� L `JV IN 7.6'N Tp - fV P I y I k JPO d0 ! L.f I�W 1" WATER 5.3'�i vi ,9'L o M o W {� SERVICE 6.4' c, C1.1 O O 7 z 9 �o N LLI e APR 2 5 2022 _G 5.5 _ m o�N �� ;� spry V" w Z 3 p G 3T7w iol 1 N Wa (2)E.BOX F0 o \ p 00a y M ❑ � ` O \O F-+•. .T°"*�F?e s c�.K F I uF , ,� II U1 I (n L,D P F' U QO_F c7w I� 0] 1 _� .- RMS-TEAD II m z 1 FACOURT = =� I 1 i 06-15-2021 FOUNDATION LOCATION SUB PAVEMENT w ° ; - I N ' SANITARY AS-CONSTRUCTED SURVEY FOR UI 7 I I os-27-zozl SANITARY AS-BUILT UNITS 32 - 34 UNIT DESIGNATION MAP OF 09-28-2021 SANITARY AB REVISED HARVEST POINTE CONDOMINIUM 2 ~SIIIFILE NO.:490 FILED SEPTEMBER 28, 2020;w,T' U 0 SITUATED AT CUTCHOGUE TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK S.C.T.M.DISTRICT 1000,SECTION 102.01,BLOCK 02.00,LOTS 006.000,007.000$008.000 1 HEALTH DEPARTMENT REFRENCE NUMBERS&AREA'S NELSON + POPE UNIT No. HD REF No. HABITABLE AREA GARAGE AREA TOTAL GROSS FLOOR AREA 7 engineers•architects•5111/®yO�S 32 R10-17-0086 1,999 S.F. 408 S.F. 2,407 S.F. A70 Maxess Road,Melville,NY 11747. 631.427.5665.nelsonpope.com 777.7'1111_10-:.7=0087 1,599 S.F. 363 S.F. 1,962 S.F. 34 R10-17-0088 1,599 S.F. 380 S.F. 1979.S.F. DRAWN BY: NP CADDNo.:INDIVIDUALS0002e S SCALE: CHECKED BY: MS FILE NO.: SHEET NO.: 'I OF'I 1.. 30' DATE: 09-28-2021 PROJECT NO.: 00026 = i APPROVED AS NOTED ELECTRICAL. INSPECTION REQUIRED DATE: as� B.P.# 4s a� 'f-�5 7 FEE: BY: NOTIFY BUILDING _DEPARTMENT AT 765-1802 8 AM T 0 4 PM FOR THE FOLLOWING INSPECTIONS: PLUMBER CERTIFICATION 1. FOUNDATION - TALC REQUIRED ON LEAD CONTENT BEFORI FOR POURED COV,-RETE CERTIFICATE OF OCCUPANT 2. ROUGH - FRAMIN. ? PLUMBING 3. INSULATION SOLDER USED IN WATFn 4. FINAL - CON: MUST SUPP,L Y SYSTEM CANlV� BE COMPLE'' ;. EXCEED 2/10 OF 1% LFA ALL CONSTRUG- _ -ALL MEET THE REQUIREMENTS OF 1 HE CODES OF NEW '(ORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. -PLUM. .ING- ALL PLUMBING WASTE &WATER LINES NEED COMPLY WITH ALL CODES OF TESTING BEFORE COVERING NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF PLACAR�lNG RE4R9ll3ED SOUTHOLC TOU.'N PLANNING BOARC ES DO NOT PROCEED WITH: FRAMING UNTIL SURVATI.QN.E`, , OF FOUNDATION LOC '. OCCUPANCY OR HAS BEEN APPROVED:>_. USE IS UNLAWFUL Blower door WITHOUT CERTIFICATE and ductwork OF OCCUPANCY testing required. All exterior lighting RETAIN STORM WATER RUNOFF installed, replaced or PURSUANT TO CHAPTER 236 repaired shall conform Must provide Manuals OF THE TOWN CODE. to Chapter 172 D, J and S as per of the Town Code NYS Energy Code V T• PLANS ARE IN CONFORMANCE WITH THESE APPLICABLE CODES: R302.12 Draftstopping. In combustible construction where there is usable space both above and below the concealed space of a floor-ceiling assembly, Section R316 Foam Plastic z W TABLE R405.1 R316.1 General. The rovisions of this section shall ovem the materials desi I' draftstops shall be installed so that the area of the concealed space does not exceed 1,000 square feet. Draftstopping shall divide the concealed p g gn, applcation, construction and installation of foam plastic materials. Properties of Soil Classified According to the Unified Soil Classification System W CC ,, 2020 RESIDENTIAL CODE 0 F NEW YORK STATE space into approximately equal areas. Where the assembly is enclosed by a floor membrane above and a ceiling membrane below, draftstopping shall R316.2 Labeling and identification. Packages and containers of foam plastic insulation and foam plastic insulation components delivered to the job site shall bear g 1""1 E 2020 EXISTING BUILDING CODE OF NEW YORK STATE UNIFIED SOIL VOLUME be provided in floor-ceiling assemblies under the following circumstances: the label of an approved agency showing the manufacturers name, the product listing, product identification and information sufficient to determine that the SOIL CLASSIFICATION CHANGE = V 2, Floor framing is constructed of truss-type open-web or perforated members. end use will comply with the requirements. GROUP SY�M SOIL DESCRIPTION DRAINAGE FROST HEAVE POTENTIAL U 2020 FIRE CODE OF NEW YORK STATE R 302.1.12.1 Materials. Draftstopping material shall be not less than 1/2 inch gypsum board, 3/8 inch wood structural panels. p P SYMBOL CHARACTERISTICS POTENTWL EXPANSION U 1s R316.4 Thermal barrier. Unless otherwise allowed in Section R316.5, foam lastic shall be se orated from '� "J GW WELL GRADED GRAVELS, GRAVEL SAND MIXTURES, 0 the interior of a building by an approved thermal barrier of not less than % inch gypsum wallboard. LITTLE OR NO FINES GooD Low Low U CL 9 2020 MECHANICAL CODE OF NEW YORK STATE z R302.13 Fire protection of floors. Floor assemblies that are not required elsewhere in this code to be fire-resistance rated, shall be provided with a 1/2 inch R316.5.3 Attics. The thermal barrier specified in Section R 316.4 is not required where all of the following apply GP POORLY GRADED VOR ORFl VEL SAND MIXTURES, GOOD LOW Low _0 � 2020 PLUMBING CODE OF NEW YORK STATE gypsum wallboard membrane, 5/8 inch wood structural panel membrane, or equivalent on the underside of the floor framing member. 1. Attic access is required by Section R807.1. L- 0 rn Co GROUP I SW WELL GRADED SANDS, OR GRAVELLY SANDS, � �+ = rn � ,) 2020 PROPERTY MAINTENANCE CODE OF NEW YORK STATE AND NEPA 70 2. The space is entered only for purposes of repairs or maintenance. LITTLE OR NO FINES GOOD LOW LOW 0 ,� U ; r- Exceptions: 3. The foam plastic insulation has been tested in accordance with Section R316.6 or the foam plastic insulation is protected against ignition using 3/8 inch SP POORLY GRADED SANDS, OR GRAVELLY SANDS, � �cv 2020 NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE- 4. Wood floor assemblies using dimension lumber or structural composite lumber equal to or greater than 2 inch by 10 inch. gypsum board. LITTLE OR NO FINES GOOD LOW LOW IY (i) 0p ��' N� R316.5.11 Sill lates and headers. Foam lastic shall be ermitted to be s ra a lied to sill lates and headers or installed in the erimeter joists ace without the GM SILTY GRAVELS, GRAVEL SAND SILT MIXTURES MEDIUM LOW H y w Z _ RESIDENTIAL PROVISIONS P P P P Y PP P P , P Z .� Section R303 thermal barrier specified in Section R316.4 subject to all of the following: sM sILTY sAND, SAND SILT MIXTURES GooD MEDIUM Low Z U p��•� m� L X u)'a M Light, Ventilation and Heating 1. The thickness of the foam plastic shall be not more than 314 inch. GC CLAYEY GRAVELS, GRAVEL SAND CLAY MIXTURES MEDIUM MEDIUM LOW Q Lu C M R303.1 Habitable rooms. Habitable roams shall have an a re ate lazin area of not less than 8 ercent of the floor area of such rooms. 2. The density of the foam plastic shall be in the range of 0.5 and 2.0 pounds per cubic foot. sc CLAYEY SANDS, SAND CLAY MIXTURES MEDIUM MEDIUM LOW o y 4 SECTION R101 99 9 9 9 P = uo _ 00 GENERAL Exceptions: 3. The loom plastic shall have a flame spread index of 25 or less and an accompanying smoke developed index of 450 or less when tested in accordance ML INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR, ❑ M ao with ASTM E 84 or UL 723. SILTY OR CLAYEY FIND SANDS OR CLAYEY SILTS WITH MEDIUM HIGH LOW U `° 1. The glazed areas need not be operable where the opening is not required by Section R310 and a whole-house mechanical ventilation system is GROUP 2 R101.2 The provisions of the 2020 Residential Code of NYS for One and Two Family Dwellings shall apply to the construction, alteration, movement, enlargement, installed in accordance with Section M1507. - SLIGHT PLAsnclrY W Section R317 Protection of Wood and Wood Based Products ainst Deca CL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, re lacement, re air, a ui ment, use and occupancy, location, removal and demolition of detached one and two family dwellings and townhouses not more 2. The glazed areas need not be installed in rooms where Exception 1 is satisfied and artificial light is provided that is capable of producing an A9 Y GRAVELLY CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN MEDIUM MEDIUM MEDIUM P P q P R317 All sills and lutes on exterior foundation wall to be ressure reservative treated in accordance with AWPA U1. eLAYs To Low o_ than three stories above grade plane in height with a separate means of egress and their accessory structures not more than three stories above grade average illumination of 6 footcandles (65 lux) over the area of the room at a height of 30 inches above the floor level. P P P h' plane in height. R303.8 Exterior stairway illumination. Exterior stairways shall be provided with an artificial light source located at the top landing of the stairway. Exterior Foundation wood girders: wood girders seated in exterior foundation walls to have min. 1/2 inch air space all sides or ends wrapped with aluminum stairways providing access to a basement from the outdoor grade level shall be provided with an artificial light source located at the bottom landing flashing. of the stairway. R317.1 Location required. Protection of wood and wood-based products from decay shall be provided in the following locations by the use of naturally durable wood R404.1.6 Height above finished grade. Concrete and masonry foundation walls shall extend above the finished grade adjacent to the foundation at all points or wood that is preservative-treated in accordance with AWPA U1 for the species, product, preservative and end use. a minimum of 4 inches where masonry veneer is used and a minimum of 6 inches elsewhere. R202 Definitions: Section R305 R317.1.1. Field treatment. Feld-cut ends, notches, and drilled holes of preservative-treated wood shall be treated in the field in accordance with AWPA M4. R404.1.7 Backfill placement. Backfill shall not be placed against the wall until the wall has sufficient strep th and has been anchored to the floor above or Continuous Insulation: Insulating material that is continuous across all structural members without thermal bridges other that fasteners and service openings. R317.3 Fasteners and connectors in contact with preservative treated and fire retardant treated wood. Fasteners, including nuts and washers, and connectors in has been sufficiently braced to prevent damage by the back fill where the unbalanced height of fill exceeds 4 feet. It is installed in the interior or exterior or is integral to any opaque surface of the building envelope. Ceiling Height contact with preservative treated wood and fire retardant treated wood shall be in accordance with this section. The coating weights for zinc coated Section R405 Foundation Drains e Z Mezzanine: An intermediate level or levels between the floor and ceiling of any story. R305.1 Minimum height. Minimum ceiling heights of 7'-0" in habitable rooms. Minimum ceiling heights of 6'-8" in bathrooms, toilet rooms & laundry rooms. fasteners shall be in accordance with ASTM A 153. Stainless steel driven fasten g 0 Windborne Debris Region: Areas within hurricane-prone regions located within 1 mile of the coastal mean high water line where the ultimate design wind Exceptions: ers shall be in accordance with the material requirements of ASTM F 1667. R405.1 Concrete or masonry foundations. Drains shall be provided around concrete or masonry foundations that retain earth and enclose habitable or 0 s eed Vult is 130 m h or renter. 2. A shower or tub a ui ed with a showerhead shall have a ceiling height of not less than 6 feet 8 inches above an area of rat less than 30 usable spaces located below grade. Drainage tiles, gravel or crushed stone drains, perforated pipe or other approved systems or materials shall be U P ( ) P 9 q pP R 319.1 Address identification. Buildings shall be provided with approved address identification. The address identification shall be legible and placed in a position installed at or below the top of footing or below the bottom of the slab and shall discharge by gravity or mechanical means into an approved L) inches by 30 inches at the showerhead. that is visible from the street or road fronting the property. Address identification characters shall contrast with their background. Address numbers shall drainage system. � in Section R301.1 the followin standards are ermitted subject to the limitations of this code 3. Beams, irders, ducts or other obstructions in basements containin habitable s ace shall be permitted to project to within 6 feet 4 inches of the R301.1.1 Alternative provisions. As an alternative to the requirements g p ) 9 g P be Arabic numbers or alphabetical letters. Numbers shall not be spelled out. Each character shall be not less than 4 inches in height with a stroke with Exception: A drainage system is not required where the foundation is installed on well drained round or sand ravel mixture with soils accor in F- 9 9 d g (n and the limitations therein. Where engineered design is used in conjunction with these standards, the design shall comply with the Building Code. finished floor. of not less than 0.5 inch. Where required by the fire code official, address identification shall be provided in additional approved locations to facilitate to the unified Soil Classification System, Grou I Soils, as detailed in Table R405.1. 1. AWC Wood Frame Construction Manual WFCM. 2015 EDITION R308.4 Hazardous locations. The locations specified in Sections R308.4.1 through R308.4.7 shall be considered to be specific hazardous locations for the emer enc res onse. Where access is b means of a rivate road and the buildin address cannot be viewed from the ublic w a monument, ole or P Z ( ) ( ) 9 Y P Y P 9 P aY� purposes of glazing. other sign or means shall be used to identify the structure. Address identification shall be maintained. P 0 desi n. Where a buildin otherwise conventional construction contains structural elements exceedin the limits of Section R301 or otherwise not 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 hazardous location where Section R406 Foundation Waterproofing and Dompprooffng U R301.1.3 ngineere g g 9 the bottom ex osed ed a of the lazin is less than 60 inches above the floor. R406.1 Concrete and masonry foundation dampproofing. Except where required to be waterproofed, foundation walls that retain earth and enclose interior Of P 9 9 9 conforming to this code, these elements shall be designed in accordance with accepted engineering practice. The extent of such design need only Section R321 Elevators and Platform Lifts spaces and floors below grade shall be dampproofed from the higher of (a) the top of the footing or (b) 6 inches below the to of the basement 0 demonstrate cam liance of nonconventional elements with other applicable provisions and shall be compatible with the performance of the conventional framed 1. Where the glazing is within 24 inches of either side of the door in the plane of the door in a closed position. R 321.1 FJevators. Where rovided assen er elevators limited use and limited a lication elevators or rivate residence elevators shall cam I P P P , P 9 PP P py with ASME A17.1/CSA floor to the finished grade using a bituminous coating. LL. u J system. Engineered design in accordance with the International Building Code is permitted for buildings and structures, and parts thereof, included in the 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 inches of the hinge side of 844 scope of this code. an in-swinging door. F- Re 321.2 Platform Lifts. Where provided, platform lifts shall comply with ASME A18.1. R406.3.3 Porous Fill. The s ace between the excavation and the foundation wall shall be backfilled with 0 ` r R308.4.6 Glazing adjacent to stairs and ramps. Glazing where the bottom exposed edge of the glazing is less than 36 inches above the plane of the adjacent P porous fill up to a height of one-half of the backfilll Z I be constructed in accordance with the wind rovisions of this code usin the ultimate desi n wind walking surface of stairways, landings between flights of stairs and ramps shall be considered to be a hazardous location. heioght and covered with strips of 30 pound asphalt paper or 6 MIL polyethylene to permit water seepage while avoiding infiltration of fine soils. �) T R301.2.1 Wind design criteria. Buildings and portions thereof she I P 9 9 Section R322 Flood Resistant Construction The remainder of excavated area shall be backfilled with the same type of soil as was removed during excavation. ❑ �J ( J speed in Table R301.2(2) as determined from Figure R301.2(5)B. F�cceazing: R 322.1 General. Buildings and structures constructed in whole or in part in flood hazard areas, including A or V Zones and Coastal A Zones, as established in Table 1. Glazing adjacent to walking surface and rail is installed 34"-38" above landing. R301.2(1), and substantial improvement and repair of substantial damage of buildings and structures in floor hazard areas, shall be desi ned and R408.1 Ventilation. Crawl space vents: Provide 1 s.f, of ventin er 150 s.f. of floor area unless round surface is icovered b a class one va or retarder [4 9 9P 9 Y P ^ J R301.2.1.2 Protection of openings: Window glazing in windbome debris regions shall be protected to meet the requirements of the large missile test of ASTM E1996 & 2. Glazing 36 inches or more measured horizontally from the walking surface. constructed in accordance with the rovisions contained in this section, Buildin s and structures that are located in more than one flood hazard area shall material. If this retarder material is used, rovide 1 s.f. of ventin r 1500 s.f. floor area. Install vents wit i ASTM E1886 per section 301.2.1.2.1. Garage door glazing shall meet impact-resisting standards or ANSI/DASMA 115. P 9 P 9 Pe h n 3 feet of each comer of comply with the provisions associated with the most restrictive flood hazard area. Buildings and structures located in whole or in part in identified foundation. Exception: Wood structural panels with a thickness of not less than 7/16" and span not more than 8'-0" shall be permitted for opening protection. Panels Section R310 Emergency Escape and Rescue Openings floodways shall be designed and constructed in accordance with ASCE 24. R408.4 Crawl space access panel to be min. 18" by 24". Openings through perimeter wall shall be not less than 16' b 24". shall be precut and attached to the framing surrounding the opening. Panels shall be predrilled and secured with the attachment hardware provided. UNFINISHED BASEMENTS IN A SINGLE FAMILY HOME & IN EACH TOWNHOUSE UNIT BASEMENT, ARE REQUIRED TO HAVE AT LEAST ONE EMERGENCY ESCAPE R 322.1.5 Lowest floor. The lowest floor shall be the lowest floor of the lowest enclosed area, including basement, and excluding any unfinished flood-resistant Y AND RESCUE OPENING PER SECTION R310. E ress window & window well enclosure that is useable sole for vehicle arkin , buildin access or limited store a rovided that such enclosure is not built so as to render the buildin ( 9 ) y P 9 9 9 P 9 R502.2.2 Blacking and subflooring. Blocking for fastening panel edges or fixtures shall be a minimum of utility grade lumber. Subflooring shall be wood f�� R310.1 Emergency escape and rescue opening required. Basement shall have not less than one operable emergency escape and rescue opening. or structure in violation of this section. structural panels as specified in Section 503.2. Fireblocking shall be of any grade lumber. Z TABLE GRAPHI 1) R310.2.1 Minimum o enin area. Emer en and esca a rescue o enin s shall have a net clear o enin of not less than 5.7 s uare feet. The net clear R 322.1.6 Protection of mechanical, plumbing and electrical systems. Electrical systems, equipment and components; heatin , ventilatin air conditionin ; lumbin CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA P 9 9 cY P P 9 P 9 q 9 9� 9 P 9 R502.4 Joists under bearing eartitions: Provide 2x full depth blocking ® 48" o.c. max. where beam is not located under wall to allow for piping or vents. height opening shall be not less than 24 inches and the net clear width shall be not less than 20 inches. appliances and plumbing fixtures; duct systems; and other service equipment shall be located at or above the elevation required in Section R322.2 or V% GROUND Wind Design SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER Air Mean R310.2.2 Window sill hei ht. Where a window is rovided as the emergency escape and rescue opening, it shall have a sill height of not more than 44 inches R322.3. R502.6 The ends of each joist, beam or girder shall have not less than 1 1/2 inches of beari�g on wood or metal and not less than 3 inches of bearing ^ , �T � Exce tion: Locatin electrical terns, a ui ment and cam onents; heatin , ventilatin air conditionin lumbin a liances and lumbin fixtures duct on masonry or concrete or alternatively, the ends of joist shall be supported on a 1x4 ribbon strip and shall be nailed to adjacent stud. f- !� 44 SNOW SPEED Topographical Special Wind DESIGN FROST LINE DESIGN UNDERLAYMENT FHLAZARDS Freezing Annual above the floor where the sill height ispbelow grade, it shall be provided with a window well in accordance with Section R310.2.3. P 9 q P P 9 g. g; P 9 PP P 9 W TERMITE DECAY s hap systems; and other service equipment is permitted below the elevation required in Section R322.2 or R322.3 provided that they are designed and installed to R502,7 Lateral restraint at supports. Joists shall be supported laterally at ends by full depth solid blocking or by attachment to band or rim joist. (n LOAD (mph) Effects Wind bourne CATEGORY WEATHERING pEp�{ TEMP REQUIRED Index Temp 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 width of not les t 36 1 Re Ion Debris prevent water from entering or accumulating within the components and to resist hydrostatic and hydrodynamic loads and stresses, including the effects of R502.8.2 Engineered wood products. Cuts, notches and holes bored in trusses structural com osite lumber structural lue-laminated members 9• inches. The area of the window well shall allow the emergency escape and rescue opening to be fully opened. buo enc , Burin the occurrence of floodin to the desi n flood elevation in accordance with ASCE24. Electrical wirin terns are ermitted to be located - - � P � 9 � � zone R310.2.3.1 Ladder and steps. Window wells with a vertical depth greater than 44 inches shall be equipped with a permanently affixed ladder or steps usable with y Y 9 9 9 g P cross laminated timber members or I joists are prohibited except where permitted by the manufacturers recommendations or as shown on these m SLIGHT TO 10 the window in the fully open position. Ladders or rungs shall have an inside width of not less than 12 inches, shall project not less than 3 inches below the required elevation provided that they conform to the provisions of the electrical part of this code for wet locations. drawings. C J MODERATE PPY ry 9 Ys P PPN Y 9 9 9 pP 9 g P P P Y 9 ❑ " 20 140 NO (B) SEVERE 36" TO HEAVY MODERATE Degrees Yes X 1500 from the wall and shall be s aced not more than 18 inches on center vertically for the full height of the window well. R 322.1.7 Protection of water su I and sanita sewn e s terns. New and re lacement water su s stems shall be desi red to minimize or eliminate infiltration R502.11.1 Wood Truss Desi n. Wood trusses shall be desi red in accordance with a roved en ineerin ractice & be re ared b are istered truss desi n P of flood waters into the s tem in accordance with the lumbin rovisions of this code. g O R310.2.3.2 Drainage. Window wells shall be designed for proper drainage by connecting to the buildings foundation drainage system required by Section R405.1 � P 9 P professional where required by the statues of the jurisdiction in which the project is to be constructed. or by an approved alternative method. R 322.1.8 Flood-resistant materials. Building materials and installation methods used for flooring and interior and exterior walls and wall coverings below the elevation required in Section R322.2 or R322.3 shall be flood damage-resistant materials that conform to the provisions of FEMA TB-2. R301.2.t.4 Exposure category. Exception: A drainage system for window wells is not required where the foundation is on well-drained soil or sand-gravel mixture soils in accordance Section R506 Concrete Floors (On Ground) 1. Exposure B. Urban and suburban areas, wooded areas or other terrain with numerous closely spaced obstructions having the size of single family dwellings ys p R 322.2.2 Enclosed area below design flood elevation. Enclosed areas, including crawl spaces, that are below the with the United Sail Classification S tem, Grou I soils, as detailed in Table R405.1. R506.1 Concrete slab on grades to be min 3-1/2 inches thick. r 1, design flood elevation shall: v or larger. Exposure B shall be assumed unless the site meets the definition of another exposure. R311.6 Hallways: min. 36" clear width. R506.2.2 Base. A 4 inch thick base course consisting of clean graded sand, gravel, crushed stone, crushed concrete or crushed blast-furnace slag passing 1. Be used solely for parking of vehicles, building access or storage. a 2-inch sieve shall be laced on the re ared su rade where the slab is below rade. � 2. Exposure C. Open terrain with scattered obstructions having a height less than 30 feet extending more than 1500 feet. Exposure D extends downwind R311.7 Stairways P P P b9 9 600 feet from the rtiall obstructed area. Includes flat o en coup and rassland. 2. Be provided with flood openings that meet the following criteria and are installed in accordance with Section R322.2.2.1: F- H Pa Y P trY 9 R311.7.1 Width. Stairways shall be not less than 36 inches in clear width at all points above the permitted handrail height and below the required headroom Exception: Abase course is not required where the concrete slab is installed on well-drained or sand-gravel mixture soils classified as Group I � unobstructed areas ex osed to wind flowin over o en water for a distance of not less tan 5000 feet. Ex osure D extends downwind 600 hei ht. The clear width of the stairw at and below the handrail hei ht includin treads and landin s, shall be not less than 31 M inches where a 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 where the enclosed area according to the United Soil Classification System in accordance with Table R405.1. 3. Exposure D. Flat, p g p p g ay g g 9 is measured on the exterior of the enclosure walls. feet from the unobstructed area. handrail is installed on one side of 27 inches where handrails are provided on both sides. R506.2.3 Vapor retarder. A 6-mil (0.006 inch) polyethylene or approved vapor retarder with joints lapped not less than 6 inches shall be placed between R 322.2.2.11 Installation of openings. The walls of enclosed areas shall have openings installed such that: f) R311.7.2 Headroom. The headroom in stairways shall be not less than 6 feet 8 inches. the concrete floor slab and the base course or the prepared subgrade where no base course exists. The vapor retarder is not required for Garages, R301.3 Story Height. The wind provisions of this code shall apply to buildings with story heights not exceeding 11 feet 7 inches and the laterally unsupported 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. 1. There shall be not less than two openings on different sides of each enclosed area; if a building has more than one enclosed area below the design utility buildings and other unheated accessory structures. F- U bearing wall stud height permitted by Table R602.3(5). Individual walls or wall studs shall be permitted to exceed these limits as permitted by Chapter 6 flood elevation, each area shall have openings. Z R311.7.5.1 Risers. The riser height shall be not more than 8 1/4 per supplement. 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 finished exterior grade W provisions, provided that story heights are not exceeded. An engineered design shall be provided for the wall or wall framing members where the limits of R311.7.5.2 Treads. The tread depth shall be not less than 9 inches per supplement. Section R602 Wood Wall Framing 2 Cha ter 6 are exceeded. Where the sto hei ht limits of this section are exceeded, the design of the building, or the noncompliant portions thereof, to immediately under each opening. 0 P ry g R311.7.5.3 Nosin s. A nosin ro'ection not less than 3 4 inch and not more than 1 X inches shall be rovided on stairwa with solid risers. A 0 enin s shall be ermitted to be installed in doors and windows• doors and windows without installed o enin s do R602.3 Design and cons rusts Components of exterior walls shall be fastened in accordance with Tables R602.3(1) through R602.3(4). Wall sheathing resist wind loads shall be in accordance with the Building Code. 9 9 P 1 / P Ys P 9 P p g not meet the requirements of this U R311.7.8 Handrails shall be provided on not less than one side of each flight of stairs with four or more risers. section. shall be fastened Bites+ {o framing members and shall confirm to the requirements of Table R602.3(3). 0 R311.7.8.4 Continuit Handrails for stairwa s shall be continuous for the full len th of the fli ht with winders, at landin s or over lowest tread. R 322.3 Coastal hi h hazard areas includin V Zones and Coastal A Zones, where desi nated Elevation re uirements. 0 R302.2 Townhouses. Common walls separating townhouses shall be assigned afire-resistance rating in accordance with Section R302.2, ltem 1 or 2. The common Y• Y 9 9 9 • 9 - ( 9 9 ) q wall shared by two townhouses shall be constructed without plumbing or mechanical equipment, ducts or vents in the cavity of the common wall. The wall Exceptions: 1. Buildings and structures erected within coastal high-hazard areas and coastal A Zones, shall be elevated so that the bottom of the lowest horizontal shall be rated for fire exposure from both sides and shall extend to and be tight against exterior walls and the underside of the roof sheathing. Electrical 1. Handrails shall be permitted to be interrupted by a newel post at the turn. structural members supporting the lowest floor, with exception of piling, pile caps, columns, grade beams and bracing, is elevated to or above the base installations shall be in accordance with Chapters 34 through 43. Penetrations of the membrane of common walls far electrical outlet boxes shall be in R311.7.10.1 Spiral Stairways. Spiral stairways are permitted provided that the clear with at and below the handrail is not less than 26 inches and the walkline floor elevation plus 1 foot or the design flood elevation, whichever is higher. TABLE R602.3(1) FASTENING SCHEDULE accordance with Section R302.4. radius is not reater than 2 Inches. Each tread shall have a de th of not less than Inches at the walkline. All treads shall be identical, and the 2. Basement floors that are below grade on all sides are prohibited.R 322.3.3Foundations. Buildings and structures erected in coastal high-hazard areas FASTENING a b c d 1. Where a fire sprinkler system in accordance with Section P2904 is provided, the common wall shall be not less than a 1-hour fire-resistance-rated wall 9 P DISCRIPTION rise shall not be more than 9� inches. Headroom shalt not be less than 6 feet 6 inches. and Coastal A Zones shall be supported on pilings or columns. ( � � � ) IYP_E assembly tested in accordance with ASTM E 119 or UL 263. R 311.8 Ramps. 2. Where a fire sprinkler system in accordance with Section P2904 is rat provided, the common wall shall be not less than a 2-hour-resistance-rated wall 1. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE THREE SD COMMON. TOE NAIL R 311.8.1 Maximum slo e. Rams servin the a ress door re uired b Section R 311.2 shall have a sloe of not more than 1 unit vertical in 12 units Section R325 Mezzanines p p g g q y p 2. CEILING JOISTS TO TOP PLATE THREE 8D COMMON. TOE NAIL assembly tested in accordance with ASTM E 119, UL 263, or section 703.3 of the Building Code. horizontal (8.3 percent slope). All other ramps shall have a maximum slop of 1 unit vertical in 8 units horizontal (12.5 percent). Exception: R 325.2 Mezzanines. The clear height above and below mezzanine floor construction shall be not less than 7 feet. Habitable attics shall comply with section R325.6 Where it is technical Infeasible to corn because of site constraints, rams shall have a sloe of not more than 1 unit vertical in 8 units 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 room or space in which 3. CEILING JOISTS (NOT ATTCHED TO RAFTER), LAPS THREE 16D COMMON FACE NAIL TABLE R302.1(1) pry P P they are located. The enclosed portion of a room shall not be included in a determination of the floor area of the room in which the mezzanine is OVER PARTITIONS r r- r- r- EXTERIOR WALLS horizontal (12.5 percent). w - - � � � N o0 " " located. 4. CEILING JOIST TO PARALLEL RAFTERS + LAPS TABLE R802.5.1(9) FACE NAIL ¢ r N N ri n `ra ui MINIMUM MINIMUM FIRE R 312.1 Guardrails: Porches, balconies, and stair landings 30 above floor or grade to be installed with 36 high railings, balusters not to allow passage of a R 325.4 Means of egress. The means of egress for mezzanines shall comply with the applicable provisions of Section R311. o r- a �; ai �; �i EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE sphere 4 inches or more in diameter. 5. COLLAR TIE TO RAFTERS THREE 10D EACH I FACE NAIL R 312.2.1 Window sills. In dwellin units, where the to of the sill of an o erable window o enin is located less than 24 inches above the finished floor and 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 inches in height, columns FIRE-RESISTANCE RATED 1 HOUR 0 feet 9 P P P 9 and posts. 6. RAFTER OR ROOF TRUSS TO PLATE THREE 10D COMMON 2 ON SIDE + 1 ON OTHER TOE NAIL WALLS greater than 72 inches above the finished grade or the other surface below on the exterior of the building, the operable window shall comply with one Exceptions: 7. ROOF RAFTERS TO RIDGE, VALLEY OR HIP THREE 10D COMMON. NOT FIRE-RESISTANCE RATED 0 HOURS >_5 feet of the following: TOE NAIL PROJECTIONS FIRE-RESISTANCE RATED 1 HOUR ON THE UNDERSIDE 22 feet to <5 feet 1. Mezzanines or portions thereof are not required to be open to the room in which they are located, provided that the aggregate floor area of the RAFTERS TWO 16D COMMON. END NAIL 1. Operable windows with opening that will not allow a 4 inch diameter sphere to pass through the opening where the opening is in its largest opened enclosed s ace is not reater than 10 ercent of the mezzanine area. TABLE R302.1(2) sition. P g P 8. STUD TO STUD NO AT BWP Po ( ) 16D COMMON AT 24"O.C. FACE NAIL EXTERIOR WALLS- DWELLINGS WITH FIRE SPRINKLERS 2. 0 erable windows that are rovided with window fall revention devices that com I with ASTM F 2090. 2. In buildings that are not more than two stories above grade plane and equipped throughout with an automatic sprinkler system in accordance with P P P PY Section R313, a mezzanine shall not be required to be open to the room in which the mezzanine is located. 9. STUD TO STUD (AT BRACED WALL PANEL) 16D COMMON AT 16"O.C. FACE NAIL 0) MINIMUM MINIMUM FIRE 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. z co EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE 10. BUILT UP HEADER, TWO PIECES 16D COMMON AT 16"O.C. ALONG EACH EDGE FACE NAIL g R312.2.2 Window opening and control devices. Window opening control devices shall comply with ASTM F 2090. The window opening control device, after R401.4.1 In lieu of a complete geotechnical evaluation footings shall be placed on rock, sand gravel and/or gravel, sand, silty sand, clayey sand, silty gravel or a_ g FIRE-RESISTANCE RATED 1 HOUR 0 feet operation to release the control device allowing the window to fully open, shall not reduce the net clear opening area of the window unit to less than clayey gravel with a presumptive design load bearing value of 2,000 PSF. Do not place footings on soil that consists primarily of clay or silt or have 11, CONTINUOUS HEADER TO STUD FOUR 8D COMMON. TOE NAIL 6i z � � � a WALLS NOT FIRE-RESISTANCE RATED o HouRs 3 feet the area required by Section R310.2.1. any inorganic material or fill. 12. TOP PLATES TO TOP PLATE 16D COMMON ® 16"0/C FACE NAIL o O_ o_ o O_ o_ H it TABLE R402.2 Concrete: A 28 day minimum compressive strength (f'c) is required at the following locations: 13. DOUBLE TOP PLATES SPLICE 8-16D COMMON FACE NAIL U' V5 N > 5(a co a : co R302.2.3 Continuity. The fire-resistance-rated wall or assembly separating townhouses shall be continuous from the foundation to the underside of the roof sheathing, Section R313 Automatic Fire Sprinkler Systems 2. Basement walls exposed to weather: 3000 psi plus 5 to 7% air entrainment ON EACH SIDE OF END JOINT (24'MIN TAP SPICE � Z Z - G.I Z , N � deck or slab. The fire-resistance rating shall extend the full length of the wall or assembly, including wall extensions through and separating attached enclosed R313.1 Townhouse automatic fire sprinkler systems. Townhouses having a height of three stories above grade plane shall be equipment throughout with an 1 Porch slabs, steps, and garage slabs: 4000 psi plus 5 to 7% air entrainment LENGTH EACH SIDE OF END JOINT) W � W � � 05 a5 U assessor structures. automatic sprinkler system. R 403.1.4.1 Frost protection: Bottom of all footings to be at least 36" below grade. 14. BOTTOM PLATE TO JOIST OR BLOCKING (NOT AT BWP) 16D AT 16"O.C. FACE NAIL R313.1.1 Design and installation. Automatic residential fire sprinkler systems for townhouses shall be designed and installed in accordance with Section P2904 0 R302.2.4 Parapets for townhouses. R 403.1.5 Stepped Footings: Step footing 1 ft vertical maximum on 2 feet horizontal where slope of footing bottom exceeds 10� 15. BOTTOM PLATE TO JOIST OR BLOCKING AT BWP 2-16D AT 16"O.C. FACE NAIL N 1. The parapet shall extend not less than 30 inches above the roof surfaces. or NFPA 13D. ( ) R 403.1.3.61 Isolated concrete footin s. In detached one and two famil dwellin s that are three stories or less in hes ht and constructed with stud bearin walls o Exce tion: A aro et is not re uired in the recedin two cases where the roof coverin com lied with a minimum Class C ratio as tested in accordance with R313.2 One and two family dwellings automatic fire systems. One and two family dwellings having a height of three stories above grade shall be equipped g y 9 9 g 16. TOP OR BOTTOM PLATE TO STUD TWO 16D COMMON. END NAIL P P P q P 9 9 P 9 isolated plain concrete footings supporting columns or pedestals are permitted. ASTM E 108 or UL 790 and thr, roof decking or sheathing is of noncombustible materials or approved fire-retardant-treated wood for a distance of 4 feet on throughout with an automatic sprinkler system. 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 with FOUR 8D COMMON. TOE NAIL each side of the wall or walls or one er of 5 8 inch T e X sum board is installed direct) beneath the roof deckin ar sheathin , su orted b not less R313.2.1 Design and installation. Automatic residential fire sprinkler systems shall be designed and installed in accordance with Section P2904 or NFPA 13D. g p p inch diameter 17• TOP PLATES, LAPS AT by / YP 9YP Y 9 9 PP Y anchor bolts spaced as shown on the plans and details. Bolts shall extend a minimum of 7 inches into concrete and located in the middle third of CORNERS + INTERSECTION 2-16D COMMON FACE NAIL than nominal 2 inch (51 mm) ledgers 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 the width of the plate. A nut and washer shall be tightened on each anchor bolt. There shall be a minimum of two bolts er late section and walls and any openings or penetrations in the roof are not within 4 feet of the common walls. Balconies and decks. S rinkler rotection shall be rovided for exterior balconies, decks and round floor atios of dwellin units where the n P 21. JOIST TO SILL, TOP PLATE, OR GIRDER THREE 8D COMMON. TOE NAIL (� P P P 9 P 9 located not.more than 12" or less than 3.5' from the end of each plate section. Plates shall be protected against decay and termites. �-- 3. A parapet is not required where roof surfaces adjacent to the wall or walls are at different elevations and the higher roof is more than 30 inches above the building is of Type V construction. Sidewall sprinklers that are used to protect such areas shall be permitted to be located such that their 22. RIM JOIST OR BLOCKING TO SILL OR TOP PLATE 8D COMMON ® 6"0/C TOE NAIL Z w lower roof. The common wall construction from the lower roof to the underside of the higher roof deck shall have not less than a 1-hour fire-resistance deflectors are within 1 inch to 6 inches below the structural members and a maximum distance of 14 inches below the deck of the 27. BUILT UP GIRDERS AND BEAMS 2X LUMBER 20D COMMON AT 32"O.C. T&B STAGGERED FACE NAIL AT EACH LAYER W rating. The wall shall be rated for exposure from both sides. exterior balconies and decks that are constructed of open wood joist construction. 28. 2X LEDGER 2 � R302.2.6 Structural independence. Each individual townhouse shall be structurally independent THREE 16D COMMON AT EACH JOIST OR RAFTER. FACE NAIL TABLE R404.1.2(1) 31. WOOD STRUCTURAI PANELS: SUBFT_OOR, 6D COMMON (WALL) 6" o/c at edges and 0 O m Exceptions: Section R314 Smoke Alarms Minimum Horizontal Reinforcement for Concrete Basement Walls 1. Foundations supporting exterior walls or common walls. R314.1 General. Smoke alarms shall comply with NFPA 72 and Section R314. ROOF, AND WALL SHEAT; iwG TO FRAMING SD COMMON (ROOF) 12"o/c at interior LW w 5. Townhouses se rated b a common wall as rovided in Section R302.2, Item 1 or 2 R314.1.1 Listin s. Smoke alarms shall be listed in accordance with UL 217. Combination smoke and carbon monoxide alarms shall be listed in accordance MAXIMUM UNSUPPORTED 8D COMMON (SUBFLOOR) supports (see note f) W 0i �i.i pa y p 9 HEIGHT OF EIASEMENr LOCATION OF HORIZONTAL REINFORCEMENT R302.3 Two-family dwellings. Dwelling units in two-family dwellings shall be separated from each other by wall and floor assemblies having not less than a 1-hour with UL 2034. WALL (FEE>7 0 U o fire-resistance ratio where tested in accordance with ASTM E 119 or UL 263 or section 703.3 of the Buildin Code. Fire-resistance-rated floor ceilin and R314.3 Location. Smoke alarms shall be installed in the followin locations. a. All nails are smooth-common, box or deformed shanks except where otherwise stated. Nails used for framing and sheathing 9 g / 9 9 S8 ONE NO. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY connections shall have minimum average bending yield strengths as follows: 80 ksi for shank diameter of 0.192" (20d common nail), Z wall assemblies shall extend to and be tight against the exterior wall, and wall assemblies shall extend from the foundation to the underside of the roof 1. In each sleeping room. AND ONE NO. 4 BAR NEAR MID- HEIGHT OF THE WALL STORY 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. (� sheathing. 2. Outside each separate sleeping area in the immediate vicinity of the bedrooms. d. 4-foot-by-8 foot or 4 foot by 9 foot panels shall be applied vertically fn 4 ONE N0. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY Exceptions: 4. Smoke alarms shall be installed not less than 3 feet (914 mm) horizontally from the door or opening of a bathroom that contains a bathtub or >8 AND ONE NO. 4 BAR NEAR THIRD POINTS IN THE WALL STORY f. Intermediate supports shall be spaced 6 inches on center for a minimum of 48 inch distance from ridges, eaves and gable end W II 1A fire-resistance rating of % hour shall be permitted in buildings equipped throughout with an automatic sprinkler system installed in accordance with NFPA shower. walls and 4 inches on center to gable end wall framing. 0 w v 13. R314.3.1 Installation near cooking appliances. Smoke alarms shall not be installed in the following locations unless this would prevent placement of a smoke 7 R302.3.1 Supporting construction. Where floor assemblies are required to be fire-resistance rated by Section R302.3, the supporting construction of such assemblies alarm in a location required by Section R314.3. ❑ r`•-t shall have an a ual or reater fire-resistance ratio . TABLE R404.1.2(8) Minimum Vertical Reinforcement for 8, 10 and 12 inch Concrete Basement Walls �T� q 9 9 1. Ionization smoke alarms shall not be installed less than 20 feet (6096 mm) horizontally from a permanently installed cooking appliance. !�'�1 = 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 self-closing device. Doors 2. Ionization smoke alarms with an alarm-silencin switch shall not be installed less than 10 feet 3048 mm horizontal) from a ermanentl installed MINIMUM VERTICAL REINFORCEMENT BAR Til U g ( ) Y P Y ( ) 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 roof/ceiling assembly. 2x6 W from garage into habitable space: 45 min. fire rated with self - closing device or automatic - closing device. cooking appliance. SIZE AND SPACING INCHES wall studs at 16 inches on center with a maximum height of 10 feet shall support a maximum of two floor lus roof ceilin assembl . Exce tions: F R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum tele k larm shall t be installed less than 6 feet 1828 mm horizontal) from a rmanent installed cookin a liance. MAXIMUM UNSUPPORTED MAXIMUM UNBALANCED DESIGN LATERAL SOIL PRESSURE OF Where desi ned b P / 9 Y P } 3. Pho o ctric smo e a s no I ( ) y pe h' 9 PP WALL HEIGHT BACKFILL HEIGHT 45 PSF PER FOOT OF DEPTH g yin accordance with accepted engineering practice or where the ultimate design wind speed is less than or equal to 130 mph, Z m No. 26 gage sheet steel or other approved material and shall not have openings into the garage. 4. R 314.4 Interconnection. Where more than one smoke alarm is re uired to be installed within an individual dwellin unit in accordance with FEET FE Do not backfill with an soil containin silt or cls . 2X6 2 rade studs su ortin a roof load with not more than 6 feet of tribute len th shall have a maximum wall hes ht of 18 feet when LLT R302.6 Dwelling-garage fire separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. q 9 ( ) ( En v 9 v >� 9 PP 9 ry 9 9 Section R314.3, the alarm devices shall be connected in such a manner that the actuation of one alarm will activate all of the alarms in the WALL THICKNESS INCHES spaced at 16 inches on center and 20 feet where spaced at 12 inches on center. Attachment of gypsum board shall comply with Table R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are individual dwellin unit. ( ) R602.3.2 To late. Wood stud walls shall be ca d with a double to late installed to rovide overia in at comers and intersections with bearin Z I I U perpendicular to the adjacent dlvelling unit wall. 9 8 10 1 z p P ppe P P P pP 9 g (.9 0 o rn 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 areas. Garage ceiling: 5/8 8 7 NR NR NR partitions. End joints in top plates shall be offset not less than 24 inches. Joints in plates need not occur over studs. Plates shall be not less - Section R315 Carbon Monoxide Alarms than 2 inches nominal thickness and have a width not less than the width of the studs. e X sum board 9 8 5 0 41 NR NR W tyP 9YP R315.1 General. Carbon monoxide alarms shall be rovided in accordance with section 915 of the Fire Code of NYS. R602.6 Drilling and notching of dimensional lumber to conform to sections R602.6, R602.6.1, and figure R602.6(1). Notching & bored hole limitations for 0 RED R302.9 Flame Spread & Smoke Density Index. R309.2.1: Wall & ceiling finishes shall have a flame spread classification of not greater than 200. R30.9.2: Wall & Ceiling P 10 9 6 0 41 5 0 22 NR exterior walls and bearing walls, figure R602.6(2) Notching and bored hole limitations for interior non bearing walls & figure R602.6.1 top plate U C��c' RC' !!� FZ06ERT ,S, finishes shall have a smoke developed index of not greater than 450. Tested in accordance with ASTM E84 or UL 723. framing to accommodate piping. 16 gage and 1.5 inch wide metal tie fastened across and to the plate at each side of the notch with 8-10d nails H/ � ti R302.11 Fire blocking shall be provided in wood-framed constructions in the following locations: NR denotes no reinforcing required. F i� 1. In concealed spaces of stud walls and partitions, including furred spaces and parallel rows of studs or staggered studs, as follows: each side. Follow manufacturers specifications for engineered products. (figure R602.6.1) Q( . (� � `�:n 'AL �� Locate vertical bars IV clear from inside face of walls. The center of bars shall not vary from this by more than Y8 inch. '� ' m 4 �` _ z -I 1.1 Vertically at the ceiling and floor levels. W . { 1.2 Horizontally at intervals not exceeding 10 feet. ,C a 2 . I 2. At interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. 2 3. In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall comply with Section R302.7. "' ?} 4. At openings around vents, pipes, ducts, cables and wires at ceiling and floor level, with an approved material to resist the free passage of flame and products of combustion. The material filing this annular space shall not be required to meet the ASTM E 136 requirements. ❑ �` J23810 �� 0 5. For the fire blocking of chimneys and fireplaces, see Section R1003.19. FN.EW. 6. Fire blocking of cornices of a two-family dwelling is required at the line of dwelling unit separation. J B NUMBER R302.11.1 Fireblocking materials. Except as provided in Section R302.1, Item 4, fireblocking shall consist of the following materials. 1. Two-inch nominal lumber. _ 016 0 2 3 2. Two thicknesses of 1' nominal lumber with broken lap joints. T T W 3. One thickness of 23/32 inch wood structural panels with joints backed by 23/32 inch wood structural panels. <.J NIT 3 3 UNIT 3 4 < SN NUMBER 4. One thickness of 3/4 inch particleboard with joints backed by 3/4 inch particleboard. Q 2 0. 5. One half inch gypsum board. 6. One quarter inch cement based mil r gla, !M O D EL B 1 15 M O D EL B 2 Z 7. Batts or blankets of mineral wool or glass fiber or other approved materials installed in such a manner as to be securely retained in place. 1 � � 0 \ W 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED TABLE R602.3(3) TRUSS IDENTIFICATION SIGNCO Requirements for Wood Structural Panel Wall Sheathing Used to Resist Wind Pressures (a,b,c) N1101.11.1 (R303.2.1) Protection of exposed foundation insulation. Insulation applied to the exterior of basement walls, crawlspace walls and the perimeter of P2607.2 Pipes penetrating exterior walls. Where a pipe penetrates an exterior wall, waterproof seal shall be made on the exterior of the wall by one of the following PART 1265. RESIDENTIAL STRUCTURES WITH TRUSS Z C , slab-on-grade floors shall have rigid, opaque and weather-resistant protective covering to prevent the degradation of the insulations thermal performance. methods: TYPE CONSTRUCTION, PRE-ENGINEERED WOOD W !"� ULTIMATE DESIGN 2 0 MINIMUM NAIL PANEL NAIL WIND SPEED V ult The protective covering shall cover the exposed exterior insulation and extend not less than 6 inches (153 mm) below grade. 1. A waterproof sealant applied at the joint between the wall and the pipe. CONSTRUCTION AND/OR TIMBER CONSTRUCTION = � � SPACING (mph) N1101.14 R401.3 Certificate Mandato A permanent certificate shall be completed b the builder or other approved a and posted on a wall in the where the 2. A flashing of an approved elastomeric material. ai ( ) (Mandatory). P P Y PP party P 6" DIA. U MINIMUM MINIMUM MAXIMUM WALL P2801.6 Required an. Where a storage tank-type water heater or a hot water storage tank is installed in a location where water leakage from the tank will cause REFLECTIVE RED U 3 WOOD NOMINAL PANEL STUD SPACING furnace is located, a utility room or an approved location inside the building. q P 9 tYP 9 9 O '�'� SIZE PENETRATION STRUCTURAL THICKNESS (INCHES) WIND EXPOSURE damage, the tank shall be installed in a pan constructed of one of the following: PANTONE (PMS) IF187 0 Jv (INCHES) PANEL SPAN (INCHES) EDGES FIELD CATEGORY TABLE N1102.1.2 (R402.1.2) (J RATING ( ) ( ) q y P 1. Galvanized steel or aluminum of not less than 0.0236 inch (0.6010 mm) in thickness. Z s INCHES O.C. INCHES O.C. Insulation and fenestration Requirements b Component (^ '' N = 2 B C D 2. Plastic not less than 0.36 inch (0.9 mm) in thickness. NO W L a) Ca CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENT SLAB CRAWL F- CO ..t t Sd ZONE n U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE & SPACE 3. Other approved materials. () `�J r- ` COMMON 1.75 24/16 7/16 16 6 12 170 140 135 U-FACTOR SHGC R-VALUE R-VALUE R-VALUE DEPTH WALL A plastic pan installed beneath a gas-fired water heater shall be constructed of material having a flame spread index of 25 or less and a smoke developed EFLECTIVE -� C.1 > � - R602.3.5 Braced wall panel uplift load path. Braced wall panels located at exterior walls that support roof rafters or trusses (including stories below top R-VALUE index of 450 or less when tested in accordance with ASTM E84 or UL723. 4 EXCEPT � RWHITE � � pc o story) shall have the wall sheathing and fasteners designed to resist combined uplift and shear forces in accordance with accepted engineering MARINE 0.32 0.55 0.40 49 20 OR 13+5h 8/13 19 10/13 10,2 ft 10/13 I_ ++ y N} Section T101 Scope '� N.-Z Z U 4D.- practice. cd LO N1102.2.2 R402.2.2 Ceilings without attics aces. Where section N1102.2 would require insulation levels above R-30 and the design of the roof/ceiling assembly does T101.1 General. The provisions shall be applicable for new construction where solar-ready provisions are required. 1 2 1/4" O � U `o °i ( ) 9 P eq 9 / 9 Y / " Q W r_ Cl) R802.11 Rafter or truss uplift force. not allow sufficient space for the required insulation, the minimum required R-value for such roof/ceiling assemblies shall be R-30. The insulation shall TRUSS IDENTIFICATION SIGN STROKE `' U ,ate, For rafters at 16"o/c in 130mph wind speed. Roof pitch > 5/12 Exposure 8 extend over the top of the wall plate to the outer edge of plate without compression. The reduction of insulation from the requirements of Section Section T102 General Definitions COMPLIANCE WITH 19 NYCRR 1264 ❑ = r- aD N1102.1.2 shall be limited to 500 sf 46 m: or 20 percent of the total insulated ceiling area whichever is less. Solar-Read Zone. A section or sections of the roof or building overhang designated and reserved for the future installation of a solar U () ^ Span (ft) 12 18 24 28 32 36 42 48 ( ) P 9 � Y 9 9 9 SIGNS IDINIIFYMG THE EIaSTANCE OF TRUSS CONSTRUCTION SHALL CONSISTS OF A CIRCLE 6'IN .- Uplift Force # 117 149 182 203 226 247 281 314 N1102.2.4 (R402.2.4) Access hatches and doors. Access doors from conditioned spaces to unconditioned spaces such as attics and crawl spaces shall be photovoltaic or solar thermal system. DIAMETER,WITH A STROKE WIDTH OF 1/2'.THE SIGN BACKGROUND SHALL BE REFLECTIVE WHITE IN W 5 Increase x1.09 for pitch < 5/12. Increase x 1.5 for 24"o/c spacing. Increase x 1.32 for 140 mph. weatherst6pped and insulated to a level equivalent to the insulation on the surrounding surfaces. COLOR.THE CIRCLE AND CONTENTS SHALL BE REFLECTIVE RED IN COLOR,CONFORMING TO PANTONE P4 (D 2 Exception: vertical doors that provide access from conditioned to unconditioned spaces shall be permitted to meet the fenestration requirements of Table Section T103 Solar-Ready Zone MATCHING SYSTEM(PMS)X187. o. 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 accordance with ASTM C 1002 R1102.1.2 based on the applicable climate zone specified in Chapter 3. T103.2 Construction document requirements for solar ready zone. Construction documents shall indicate the solar-ready zone. SECTION 1265.4,SIGN OR SYMBOL and shall penetrate the wood not less than 5/8 inch. N1102.2.8 (R402.2.8) Floors. Floor framing-cavity insulation shall be installed to maintain permanent contact with the underside of the subfloor decking. 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 mandatory access or set back THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BY AFFIXED TO THE ELECTRICAL BOX ATTACHED R702.4 Ceramic Tile. N1102.2.9 (R402.2. InternationalBasement walls. Walls associated with conditioned basements shall be insulated from the top of the basement wall down to 10 feet (3048 mm) areas as required by the International Fire Code. New multiple single-family dwelling (townhouses) three stories or less in height above grade plane and with TO THE EXTERIOR OF THE RESIDENTIAL STRUCTURE: PROVIDED,HOWEVER,THAT: IS AFFIXING THE SIGN OR R702.4.2 Backer boards. Materials used as backers for wall the in tub and shower areas and wall panels in shower area shall be of materials listed in Table R702.4.2, SYMBOL TO THE ELECTRICAL BOX WOULD OBSCURE ANY METER ON THE ELECTRIC BOX,OR F THE UTILITY below grade or to the basement floor, whichever is less. Walls associated with unconditioned basements shall meet this requirement unless the floor overhead a total floor area less than or equal to 2,000 square feet (185.8 m2) per dwelling shall have a solar-ready zone area of not less than 150 square feet PROVIDING ELECTRICAL SERVICE TO THE RESIDENTIAL STRUCTURE DOES NOT ALLOW THE SICK OR SYMBOL and installed in accordance with the manufacturers recommendations. is insulated in accordance with Section N1102.1.2 and N1102.2.8. (13.94m2). The solar-ready zone shall be composed of areas not less than 5 feet (1.52m) in width and not less than 80 square feet (7.44 m2) exclusive TO BE AFFIXED TO THE ELECTRICAL BOX,THE SIGN OR SYMBOL SHALL BE AFFIXED TO THE EXTERIOR TABLE R702.4.2 N1102.4.2 (R402.4.2) Fireplaces. New wood-burning fireplaces shall have tight-fitting flue dampers or doors, and outdoor combustion air. Where using tight-fitting of access or set back areas as required by the International Fire Code. WALL OF THE RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRICAL BOX.THE doors on factory-built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. T103.4 Obstructions. Solar-ready zones shall be free from obstructions, including but not limited to vents, chimneys, and roof-mounted equipment. SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED PRIOR TO THE ISSUANCE OF A CERTIFICATE Z Backer Board Materials T103.7 Roof load documentation. The structural design loads for roof dead load and roof live load shall be clearly indicated on the construction documents. OF OCCUPANCY OR A CERTIFICATE OF COMPLIANCE O TABLE N1102.4.1.1 R402.4.1.1 F= MATERIAL STANDARD ( ) T103.9 Electrical service reserved space. The electrical service panel shall have a reserved space to allow installation of a dual pole circuit breaker for future solar WOOD ROOF TRUSS SPECIFICATIONS: U GLASS MAT GYPSUM BACKING PANEL ASTM C 1178 Air Barrier and Insulation Installation electric installation and shall be labeled 'For Future Solar Electric'. The reserved space shall be positioned at the opposite (load) end from the input feeder ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE BUILDING CODE. � FIBER REINFORCED GYPSUM PANELS ASTM C 1278 location or main circuit location. NONASBESTOS FIBER-CEMENT BACKER BOARD ASTM C 1288 OR ISO 8336, CATEGORY C GENERAL REQUIREMENTS A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE BUILDING ENVELOPE. NONASBESTOS FIBER MAT REINFORCED CEMENTITIOUS BACKER UNITS ASTM C 1325 THE EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINUOUS AIR BARRIER. flQIE; 5/8 INCH THICK ROOF SHEATHING IS TO BE USED, WHEN ROOF TRUSSES ARE SPECIFIED AS THE ROOF FRAMING MEMBERS. I- 00 BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. E 3901.7 Outdoor outlets. A water proof outlet is required for any size, deck, porch, or balcony that is accessible from inside dwelling unit. At least one installed at CEILING 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: Z ATTIC THE AIR BARRIER IN ANY DROPPED CEILING/ SOFFIT SHALL BE ALIGNED WITH THE INSULATION AND ANY the front and back of dwelling units. D + L (EQUATION O TABLE R703.8.1 / GAPS IN THE AIR BARRIER SEALED. E 3901.9 Garage Outlets. Garage receptacle, outlets must be serviced by a separate branch circuit that does not supply other outlets. At least one receptacle outlet D (EQUATION ATION 16-9) Allowable Spans for steel lintels supporting masonry veneer ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE WALL DOORS TO UNCONDITIONED ATTIC SPACES SHALL is required for each car space in a garage. W BE SEALED. D + S (EQUATION 16-10) SIZE OF STEEL ANGLE NO STORY ONE STORY Two STORIES E 3902.14 Location of GFCI outlets. All GFCI outlets must be placed in readily accessible locations. O , ^ D + .6W EQUATION 16-12 u J a,c (inches) ABOVE ABOVE ABOVE WALLS THE JUNCTION OF THE FOUNDATION AND THE SILL PLATE SHALL BE SEALED. ) LL L3x3x1/4 6'-0' 1 4'-6' 3'-0• THE JUNCTION OF THE TOP PLATE AND THE TOP OF THE EXTERIOR WALLS SHALL BE SEALED. D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) KNEE WALLS SHALL BE SEALED. M L400/4 L5x3.5x5/18 10'-0" 8'-0'6'-0" 5'-0' 4'-6 61-0. " DESIGN LOADS:WINDOWS. SKYLIGHTS AND THE SPACE BETWEEN WINDOW/ DOOR JAMBS AND FRAMING, AND SKYLIGHTS AND FRAMING SHALL BE D = DEAD LOAD, L = LIVE LOAD, S = SNOW LOAD, W = LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30 OF Z ` , J DOORS SEALED. ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND SPEED (101 MPH BASIC DESIGN WIND SPEED) IN EXPOSURE CATEGORY B. El � C) 1_60.50/41_60.50/4 14'-0" 9'-6' 7'-0' RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER TABLE R301.7 ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: FLOORS (INCLUDING ABOVE THE AIR BARRIER SHALL BE INSTALLED IN ANY EXPOSED EDGE OF INSULATION44 THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD UP LOADS AS REQUIRED BY ASCE7-10 , TCDL = 15 PSF,a. Long leg of the angle shall be placed in a vertical position. GARAGE AND CANTILEVERED THE FOLLOWING LIVE LOADS: ALLOWABLE BCLL=IOPSF, AND BCDL = 10 PSF. PROVIDE ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. FLOORS) THE STRUCTURAL MEMBER DEFLECTION C. Minimum bearing to be 6". SHAFTS, PENETRATIONS DUCTS SHAFTS, UTILITY PENTRATIONS, AND FLUE SHAFT OPENING TO EXTERIOR OR UNCONDITIONED GROUND SNOW LOAD 2OPSF FROM FIGURE R301.2(6) TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75". greater than Les MINIMUM DISTRIBUTED LIVE LOAD PER TABLE R301.5 Rafters having slopg180 R703.12 Adhered masonry veneer installation. Adhered masonry veneer shall comply with the requirements of Section R703.7.3. SPACE SHALL BE SEALED. (FOR SOLAR READY ROOF DESIGN LOAD ADD: 24 POUNDS / TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL INCLUDE THE �4 R703.12.1 Clearances. On exterior stud walls, adhered masonry veneer shall be installed: GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE AND CONDITIONED SPACES. PER LINER FOOT DEAD LOAD FOR ROOF FRAMING) 3:12 With no finished ceiling attached FOLLOWING INFORMATION: 1. Minimum of 4 inches (102 mm) above the earth RECESSED LIGHTING RECESSED LIGHT FIXTURES INSTALLED AT IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO t0 rafters 1. DEPTH, SLOPE (IF ANY), SPAN, AND SPACING. O 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 plastic with a minimum THE DRYWALL, AIRTIGHT AND IC RATED. FLOORS: 40 PSF 2. LOCATION OF ALL JOINTS. vertical attachment flange of 3 % inches (89 mm) shall be installed to extend a minimum of 1 inch (25 mm) below the foundation plate line on exterior SHOWER/ TUB ON THE AIR BARRIER INSTALLED AT EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS SHALL SEPARATE THEM BALCONIES AND DECKS: 40 PSF Interior Walls and partitions H/180 3. REQUIRED BEARING WIDTHS. 0% EXTERIOR WALL FROM THE SHOWERS AND TUBS. UNINHABITABLE ATTIC W/O STORAGE: 10 PSF 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. stud walls in accordance with Section R703.4. Floors and ceilings w/ brittle finish L/360 4.2. TOP CHORD DEAD LOAD. PP Y 9 P y P supporting 9 UNINHABITABLE ATTIC WITH STORAGE: 20 PSF R703.8.2.2. Support b roof construction. A steel angle shall be laced direct) on to of the roof construction. The roof su ortin construction for the steel angle shall ELECTRICAL PHONE BOX THE AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL OR COMMUNICATION BOXES OR AIR SEALED 4.3. BOTTOM CHORD LIVE LOAD. W consist of not fewer than three 2 inch by 6 inch wood members for wood construction. A wood member abutting the vertical wall stud construction shall be ON EXTERIOR WALLS BOXES SHALL BE INSTALLED. HABITABLE ATTIC W FIXED STAIRS: 30 PSF All other structural members L/240 4.4. BOTTOM CHORD DEAD LOAD. Cn J anchored with not fewer than three 5/8 inch diameter by 5 inch lag screws to every wood stud spacing. Each additional wood roof member shall be ULTIMATE DESIGN WIND SPEED: 130 MPH FROM FIGURE R301.2(4)A Exterior walls with plaster or stucco finish L/1 80 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. a anchored by the use of two 10d nails at every wood stud spacing. Install flashing and weep holes. The maximum height of the brick veneer above the lintel 4.6. CONTROLLING WIND LOADS. m N1102.4.5 (R402.4.5) Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and EXPOSURE ^ATEGORY: B FROM R301.2.1.4 \./ shall be 12 feet 8 inches, with max 7:12 roof pitch. See figures R03.8.2.1 & R703.8.2.2. , Exterior walls with brittle finishes L/180 5. ADJUSTMENTS TO LUMBER AND JOIN CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. unconditioned spaces. All recessed luminaires shall be IC-rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 L/s) when tested 6. EACH REACTION FORCE AND DIRECTION. ❑ " R703.8.4 Anchorage: Masonry veneer shall be anchored to the the supporting wall studs with corrosion resistant metal ties embedded in mortar or grout and extending SEISMIC DESIGN CATEGORY: B FROM FIGURE 301.2.2 (exempt w in accordance with ASTM E 283 at a 1.57 psf (75Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the Exterior Walls with flexible finishes L/1 80 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY Q into the veneer a minimum 1-1/2 inches, with not less than 5/8 inch mortar or grout cover to outside face. minimum tie size= 22 US gage. Minimum tie from seismic provisions of code per F� housing and the interior wall or ceiling covering. R301 2 2 LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. J fastener = 8d common nail. Airspace= Nominal 1" between sheathing & veneer. EAch tie shall support not more than 2.67 square feet of wall area and ) Lintels supporting mason veneer L 600 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. r shall be spaced not more than 32" on center horizontally and 24 inches on center vertically. C402.4 (R402.4.6)Tenant Separation Walls (Mandatory). Fire Separations between dwelling units in two-family dwellings and multiple single-family dwellings PRESUMPTIVE LOAD-BEARING VALUE OF SOIL: 2,000PSF Per TABLE pp g rY / 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. (townhouses) shall be insulated to no less than R-10 and the walls shall be air sealed. R401.4.1 Includes soil classes: GW, GP, SW, SP r , 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 other points of support., SM, SC, 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. v including structural floors, shelf angles and lintels where masonry veneers are designed in accordance with section R703.8. GM, and GC. 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. R703.8.6 Weepholes shall be provided in the outside wythe of masonry walls at a maximum spacing of 33 inches on center. Weepholes shall not be less than 3/16 Section N1103 (R403) 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. In inch in diameter. Weepholes shall be located immediately above the flashing. Systems NOTE: Soils with clay or clay and silt will require a redesign N 1103.1 R403.1 Controls Mandato At least one thermostat shall be provided for each separate heating and cooling system. of building footings. WOOD FLOOR TRUSS SPECIFICATIONS: R703.14.2 Fire Separation. Polypropylene siding shall not be installed or walls with a fire separation distance of less than 5 feet (1524 mm) and walls closer than 10 ( ) (Mandatory). P pa 9 9 y WOOD FLOOR TRUSSES SHALT BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE BUILDING CODE. Q feet (3048 mm) to a building on another lot. N 1103.1.1 (R403.1.1) Programmable thermostat. The thermostat controlling the primary heating or cooling system of the dwelling unit shall be capable of controlling F- �:) P perpendicular P the heatin and ling system on a daily schedule to maintain different temperature set points at different times of the da This thermostat shall include A B B R EV I ATI 0 N S 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: U) Exception: Walls a endicular to the line used to determine the fire se aration distance. 9 9 Ys Y Pe P Y the capability to set back or temporarily operate the system to maintain zone temperatures down to 55'F (13'C) or up to 85'F(29'C). The thermostat shall D (EQUATION 16-8) R801.3 Roof drainage in areas where expansive soils or collapsible soils are known to exist: All dwellings shall have a controlled method of water disposal from roofs A.B. ANCHOR BOLT Z 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. initially be programmed by the manufacturer with a heating temperature set point no higher than 70'F (21'C) and a cooling temperature set point no lower D.S. DOWNSPOUT LT. WT. UGHTWEIGHT RNG RANGE D + L (EQUATION 16-9) W R802.1.5.4 Labelingeach piece of Fire-retardant treated lumber and wood structural panels shall be labeled per section 802.1.1. than 78T (26'C). A.F.F. ABOVE FINISH FLOOR DTL DETAIL LT. LIGHT R.O. ROUGH OPENING 2 P P P ADJ. ADJACENT ADJUSTABLE D = DEAD LOAD, L = LIVE LOAD, R802.4.2 Framing details. Rafters shall be framed not more than 1 X inches (38 mm) offset from each other to ridge board or directly opposite from each other N1103.2 (R403.2) Hot water boiler outdoor temperature setback. Hat water boilers that supply heat to the building through one or two pipe heating systems shall A.F.T. ABOVE FINISH TREAD E. EACH Lam• LOUVER R RISER 0 with a collar tie. 802.3 Ridge board shall be not less than 1 inch (25 mm) nominal thickness and not less in depth than the cut end of the rafter. At have an outdoor setback control that lowers the boiler water temperature based on the outdoor temperature. ALUM. ALUMINUM E.J. EXPANSION JOINT L.T. LAUNDRY TUB RNID ROUND FLOOR TRUSSES SHALL = DESPSF, TO SUPPORT THE FOLLOWING DESIGN LOADS: U valleys and hips there shall be a valley or hip rafter not less than 2 inch (51mm) nominal thickness and not less in depth than the cut end of the rafter. N1103.3 (R403.3) Ducts. Ducts and air handlers shall be installed in accordance with Sections N1103.3.1 through N1103.3.8. ANCH. ANCHOR ELEC. ELECTRICAL MAS. MASONRY S.C. SAWCUT TCLL = 40 PSF, TCDL = 10 PSF, AND BCDL = 5 PSF p P Y PP 9 Y 9 P 9 carry P 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 (76.2 mm) in diameter and < ANGLE E� ELEVATION Hi and valley rafters shall be su orted at the ridge b o brace to a bearin artition or be designed to car and distribute the specific load at that MAT. MATERIAL SCHEN. SCHEMATIC point. Where the roof pitch is less than three units vertical in 12 units horizontal (25 percent slope), structural members that support rafters and ceiling greater and R-6 where less than 3 inches (76.2 mm) in diameter. Supply and return ducts in other portions of the building shall be insulated to a ARCH. ARCHITECTURAL EQ. EQUALRUSSES SHALL HAVE A MAXIMUM WE LOAD DEFLECTION OF L 480 AND A TOTAL LOAD DEFLECTION OF THE LESSER OF 360 OR .75". EQUIP MAX.MmeMAXIMUM SHLF SHELF / L/ joists, such as ridge beams, hips and valleys, shall be designed as beams. minimum of R-6 where 3 inches 76.2 mm in diameter or greater and R-4.2 where less than 3 inches 76.2 mm in diameter. a AT EQUIPMENT MDO MEDIUM DENSITY OVERLAY SHT. SHEET ( ) 9 ( ) EXP. EXPANSION TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL INCLUDE THE Where ceiling joists or rafter ties are not provided, the ridge formed by these rafters shall be supported by a wall or girder designed in accordance with Exception: Ducts or portions thereof located completely Inside the buildingthermal envelope. MECH. MECHANICAL SIM. SIMILAR FOLLOWING INFORMATION: accepted engineering practices. p P p ry P EXT• EXTERIOR BD. BOARD MIN. MINIMUM S.S. STAINLESS STEEL 1. DEPTH, SPAN, AND SPACING. N1103.3.2 (R403.3.2) Sealing (Mandatory). Ducts, air handlers and filter boxes shall be sealed. Joints and seams shall comply with section M1601.4.1. BLDG. BUILDING EE. EACH END R802.7.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural glue-laminated members, cross-laminated SIL. STEEL 2. LOCATION OF ALL JOINTS. timber members or I-joists are prohibited except where permitted by the manufacturers recommendations or where the effects of such alterations are Exceptions: BM BEAM M.O. MASONRY OPENING STRUCT. STRUCTURAL 3. REQUIRED BEARING WIDTHS. 1. Air-impermeable spray foam products shall be permitted to be applied without additional joint seals. BTM 30TTOML• METAL specifically considered. P P Y P P PP F/C FLOOR COVERING CHANGE SUSP. SUSPENSION 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. R802.8.1 Bridging. Rafters and ceiling joists having a depth to thickness ratio exceeding 6 to 1 based on nominal dimensions shall be supported laterally by solid 2. For ducts having static pressure classification of less than 2 inches of water column (500 Pa), additional closure systems shall not be required for BLKG. BLOCKING F.D. SGD SLIDING GLASS DOOR 4.2. TOP CHORD DEAD LOAD. FLOOR DRAIN N.I.C. NOT IN CONTRACT 4.3. BOITOM CHORD WE LOAD. continuous) welded joints and seams, and lockin t e joints and seams of other than the snap-lock lock and button-lock es. BRG. BEARING SQ, SQUARE - blocking, diagonal bridging (wood or metal) or a continuous 1 inch by 3 inch wood strip nailed across the rafter or ceiling joists at intervals not exceeding Y J • 9-YP 1 P- types. FDN• FOUNDATION (NTS) NOT TO SCALE 4.4. BOTTOM CHORD DEAD LOAD. N1103.3.3 R403.3.3 Duct testing Mandato Ducts shall be pressure tested to determine air leakage. BRK BRICK FLR. FLOOR vi o r � m - - 8 feet. ( ) 9 ( ry)• P 9 • Tg TOWEL BAR 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. ( ) system piping ( ry) system piping pcarrying ( ) ( ) BSMT BASEMENT FP FIREPLACE TONGUE AND GROVE 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. �i R802.9 Trimmer joist: single header and trimmer for openings up to 4'-O" and doubled over 4'-0' unless otherwise noted on plan. Connect with tecos for header N1103.4 R403.4 Mechanical steminsulation Mandato Mechanical stemcapable of fluids above 105'F 41'C or below 55'F 13'C shall CL CENTER LINE F O.C. ON CENTER T & G �i N rMi r~i joist spans of 6'-O" and greater. be insulated to a minimum of R-3.N1103.7 R403.7 Equipment sizin and efficiency rating Mandato Heating and cooling equipment shall be sized in F.R. FIRE RATED TGS TOP OF GRADE SLAB 6. EACH REACTION FORCE AND DIRECTION. j P 9 ( ) 9 cY 9 ((Mandatory). 9 9C.M.U. CONCRETE MASONRY UNIT OPER. OPERATOR accordance with ACCA Manual S based on building loads calculated in accordance with ACCA Manual J or other calculated in accordance with ACCA Manual J FRM FRAME TFW TOP OF FOUNDATION WALL 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY R806.3 Vent and insulation clearance. Where eave or cornice vents ire installed, blocking, bridging, and insulation shall not block the free flow of air. Not less 9 C.J. CONTROL JOINT FT. FOOT / FEET OPNG. OPENING TYP TYPICAL LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. than a 1 inch space shall be provided between the insulation and the roof sheathing and at the location of the vent. or other approved heating and cooling calculation methodologies. COL.. COLUMN OPT. OPTIONAL P P 9 FTG FOOTING T TREAD 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. N1103.6 (R403.6) Mechanical ventilation (Mandatory) The building shall be provided with ventilation that meets the requirements of the 2015 International Mechanical CONC. 'ONCRETE O.S.B. ORIENTED STRAND BOARD TR TOWEL ROD 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. Code (as amended), the 2015 International Residential Code (as amended), or the New York City Construction Codes, as applicable, or with other approved COND. CONDITION GA. GAUGE 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. Section R807 Attic Access OZ. OUNCE TRIPLE R807.1 Attic access. Buildings with combustible ceiling or roof construction shall have an attic access opening to attic areas that have a vertical height of 30 means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. CONT. CONTINUOUS GALV. GALVANIZED 1/R ONE ROD TRPL 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. G.C. GENERAL CONTRACTOR 2. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. inches (762 mm) or greater over an area of not less than 30 square feet (2.8m2). The vertical height shall be measured from the top of the ceiling CONST. CONSTRUCTION GEN. GENERAL 1/S ONE SHELF U.N.O. UNLESS NOTED OTHERWISE z o7 framingmembers to the underside of the roof framing members. Section N1104 (R404) Electrical Power and Lighting Systems CTSK. COUNTERSUNK PC , z 9 GYP. GYPSUM POURED CONCRETE VERTICAL DRAFfSTOPPING: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR-COUNG ASSEMBLY, DRAFTSTOPS SHALL BE 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 hallway or other readily N1104.1 R404.1 Lighting and equipment Mandato Not less than 90 percent of the permanently installed lighting fixtures shall contain only C.O. CASED OPENING VERT. INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DRA17STOPPING SHALL DMDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. co ( ) 9 9 P (Mandatory). P Y 9 9 Y G.L. GLUE LAM PBD. PARTICLE BOARD VERIFY IN FIELD WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAFFSTOPPING SHALL BE PROVIDED IN FLOOR-CQUNG ASSEMBLIES UNDER THE z z z O z z CANT. CANTILEVER V.I.F. Tri z 07 Cow a accessible location. Where located in a wall, the opening shall be not less than 22 inches wide by 30 inches high (559 mm wide by 762 mm high). high-efficacy lamps. PL. PLATE z `� � C.T. CERAMIC TILE HGT. HEIGHT W WASHER FOLLOWING CIRCUMSTANCES: Where the access is located in a ceiling, minimum unobstructed head-room in the attic space shall be 30 inches (762 mm) at some point above the HDWR. HARDWARE PND. PANEL 0) co ( Q co N g < H access measured vertically from the bottom of ceiling framing members. See Section M1305.1.3 for access requirements where mechanical equipment is Section M1305 liance Access C.M. CEILING HORZ. W/ WITH FLOOR FRAMING IS COPPING AT OF TRUSS-TYPE OPEN WEB OR PERFORATEDINC MEMBERS ) n MP C.M. CROWN MOULD HORIZONTAL,HORIZONTALLY PWD. PLYWOOD / � � � w 5 5 a j located in attics. WD. WOOD MATERIALS: ORAFTSTOPPING MATERIAL SHALL BE NOT LESS THAN 1/2 INCH GYPSUM BOARD, 3 8 INCH WOOD STRUCTURAL PANELS. � w Cu � N J M1305.1 Appliances access for inspection service, repair and replacement. Appliances shall be accessible for inspection, service, repair and replacement without C.R. CHAIR RAIL HD.WD. HARDWOOD PF. PREFABRICATED W.W.F. WELDED WIRE FABRIC W 0: W w X W a5 05 U removing permanent construction, other appliances, or any other piping or ducts not connected to the appliance being inspected, serviced, repaired or p DRYER HR. HOUR PR. PAIR WFW/0 WALKOUT DED Section R902 Fire Classification replaced. A level working space not less than 30 inches deep and 30 inches wide (762 mm by 762 mm) shall be provided in front of the control side to HDR. HEADER PROJ. PROJECT / PROJECTED WNDW WINDOW `O PENNY PSI POUNDS PER SQ. IN. TYPICAL ROOF & FLOOR TRUSS NOTES: N 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 roofing shall be installed in service an appliance. HB HOSE BIB urisdictions designated b law as requiring their use or where the edge of the roof is less than 3 feet 914 mm from a lot line. Class A, B and C M1305.1.3 Appliances in attics. Attics containing appliances shall be provided with an opening and a clear and unobstructed assn ewa lar a enough h to allow removal DBL. DOUBLE PSF POUNDS PER SQ.FT. j g y eq g g ( ) PP 9 PP P P 9 passageway Y 9 9 I.D. INSIDE DIAMETER o roofing required b this section to be listed shall be tested in accordance with UL 790 or S1Tv1 E 108. of the largest appliance, but not less than 30 inches 762 mm high and 22 inches 559 mm wide and not more than 20 feet 6096 mm Ion measured DIA. DIAMETER TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND MANUFACTURE OF METAL-PLATE-CONNECTED WOOD TRUSSES SHALL � g q y 9 PP ( ) 9 ( ) ( ) 9 INGR. IN GROUND P.T.PTPRESSURE TREATED R 902.4 Rooftop mounted photovoltaic panel system. Rooftop mounted photovoltaic panel system installed on or above the roof covering shall be tested, listed and along the centerline of the passageway from the opening to the appliance. DIR. DIRECTION COMPLY WITH ANSI/TPI 1. THE TRUSS DESIGN DRAWINGS SHALL S PREPARED AND STAMPED BY A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF NEW YORK. INSUL. INSULATION QUAD. QUADRUPLE identified with a fire classification in accordance with UL 2703. Class A, B or C photovoltaic panel system shall be installed in jurisdictions designated b law DN DOWN • TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT WOOD MEMBERS CLAMPED IN RIGID FIXTURES DURING ASSEMBLY TO P P Ys 1 9 Y M1307.3 Elevation of ignition source. Appliances having an ignition source shall be elevated such that the source of ignition is not less than 18 inches (457 mm) DR. DOOR INT. INTERIOR REQ'D REQUIRED INSURE 11GNT FITTING JOINS. as requiring their use or where the edge of the roof is less than 3 feet 914 mm from a lot line. above the floor in garages. I.S. INSIDE CORNER REF. REFER TO REFERENCE �/� q 9 9 ( ) 9 9 DW DISH WASHER RMS. ROOMS TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND �/ � 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 wall assembly. " 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 every 45 degree bend and OWG JT. JOINT REINF. REINFORCING,REINFORCED METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN DESIGNED AND INSTALLED TO PREVENT ROTATION AND PROVIDE ~ DRAWING 44 Z f fascia, min 4 5 feet for each 90 degree bend. Install booster fan for additional lengths. Clothes dryer exhausts tem shall comply with code section M1502 listed and LATERAL ABI R 905.1.2 An ice barrier/ water shield shall be installed per manufacturers specifications, to maintain product warranty. Carry down fronto fa g g ry Ys py KSI KIPS PER SQUARE INCH STABILITY' IN ACCORDANCE WITH ACCEPTED INDUSTRY PRACTICE SUCH AS THE SBCA BUILDING COMPONENT SAFETY INFORMATION (BCS() GUIDE TO GOOD PRACTICE FOR W (,.� typical. Apply ice & water shield in fair weather when the air, roof deck and membrane are at temperatures of 40 degrees Fahrenheit or labeled in accordance with UL2158A. Exhaust duct size shall comply with code section M1506. HANDLING, INSTALUNG & BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. 2 L U higher. Ice protection requirements per table R301.2(1). Install ice & water shield at all eaves, gable ends, hips & valleys. On roofs slopes less , TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE APPROVAL OF A REGISTERED DESIGN PROFESSIONAL 13- 0 than 4:12, entire roof to receive ice & water shield. G2415.7 (404.7) Protection against physical damage: Where piping is installed through holes or notches in framing members and the piping is located less than 1 « THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY BRACING HAS O O m 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 inches (38 mm) from the framing member face to which wall, ceiling or floor membranes will be attached, the pipe shall be protected by shield plates that BEEN DESIGNED AND INSTALLED FOR THE INSTILLATION OF THE TRUSSES. W w slopes from two units vertical in 12 units horizontal (2:12) up to four units vertical in 12 units horizontal (4:12), double cover the width of the pipe and the framing member and that extend not less than 4 inches (51 mm) to each side of the framing member. Where the Z v underlayment application is required in accordance with Section R905.1.1. framing member that the piping passes through is a bottom plate, bottom track, tap plate or top track, the shield plates shall cover the framing member Q = R 905.2.5 Fasteners. Fasteners for asphalt shingles shall be galvanized steel, stainless steel, aluminum or copper roofing nails, minimum 12 and extend not less than 4 inches (51 mm) above the bottom framing member and not less than 4 inches (51 mm) below the top framing member. GRAPHIC SYMB0LS WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: U o 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 G2426.7.1 (502.7.1) Door swing. Appliances and equipment vent terminals shall be located such that doors cannot swing within 12 inches (305 mm) horizontally of - All general notes unless otherwise noted on plans or product specifications. Z penetrate through the roofing materials and not less than % inch 19.1 mm into the roof sheathing. Where the roof sheathing is the vent terminal. Door stops or closures shall not be installed to obtain this clearance. - All applicable state & local codes, ordinances and regulations if any. C9 P 9 9 ( ) 9 9 STRUCTURAL CALC. REFERENCE U) 4 less than '/. inch (19.1 mm) thick, the fasteners shall penetrate through the sheathing. G2427.8 A mechanical draft venting system, excluding direct vent appliances, shall terminate not less than 4 feet below, 4 feet horizontally from or 1 foot above any XX ® - In areas where the drawings do not address methodology, the contractor shall be bound to perform strict W9 �i 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 door, operable window or gravity air inlet into any building. The bottom of the vent terminal shall be located not less than 12 inches above finished ground DETAIL REFERENCE compliance with manufacturers specifications and / or recommendations. p w `v inches (102 mm) in height and 4 inches (102 mm) in width and shall direct water away from the vertical sidewall onto the roof level. XX c) - General contractors and subcontractors to review these construction documents upon receipt from architect 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 from an air opening FLOOR FINISH CHANGE and report any and all discrepancies including any dimensional conflicts, immediate) to architect for Z or into the gutter. Where siding is provided on the vertical sidewall onto the roof or into the gutter. Where siding is provided on PP� P P Y Pe 9 y ❑ the vertical side wall, the vertical le of the flashing shall be continuous under the siding. Where anchored mason veneer is into the building. Such an appliance with an input over 10,000 BTU per hour but not over 50,000 BTU per hour shall be installed with a 9 inch vent 'T , 9 9 9• masonry corrective measures prior to construction. w provided on the vertical sidewall, the base flashing shall be provided in accordance with this section and counterflashin shall be termination clearance. P 9 P 9 # DOOR � HARDWARE TYPE - DO NOT SCALE DRAWINGS. DIMENSIONS SHALL BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. ui U provided in accordance with Section R703.7.2.2. The vent terminal of a direct vent appliance with an input of over 50,000 BTU per hour shall be located not less than 12 inches from any air opening into W R 905.2.8.5 Drip edge. A drip edge shall be provided at eaves and rake edges of shingle roofs. Adjacent segments of drip edge shall be the building. XX - - - XX BUILDING SECTION - The general notes and typical details apply throughout the job unless otherwise noted or shown. F co overlapped not less than 2 inches (51 mm). Drip edges shall extend not less than 14 inch (6.4 mm) below the roof sheathing XX XX - DISCREPANCIES: The contractor shall compare and coordinate all drawings; when in the opinion of the 0 m and extend up back onto the roof deck not less than 2 inches (51 mm). Drip edges shall be mechanically fastened to the roof Section G2439 (614) Clothes Dryer Exhaust # adjustment before proceeding with the work. ;�PARTITION TYPE contractor, a discrepancy exists, the contractor shall promptly report it to the architect for proper z � deck at no more than 12 inches (305 mm) o.c. with fasteners as specified in Section R905.2.5. Underlayment shall be installed G2439.1 (614.1) Installation. Clothes dryers shall be exhausted in accordance with the manufacturers instructions. Dryer exhaust systems shall be independent of all Z � � U over the drip edge along eaves and under the drip edge along rake edges. other systems and shall convey the moisture and any products of combustion to the outside of the building. - OMISSIONS: In the even certain feature of the construction are not fully shown on the drawings, their construction shall be of the some character as for similar conditions that are shown or noted elsewhere on O O o CO R 1001.1 Masonry fireplaces & chimneys to be constructed in accordance with Section R1001 and the applicable provisions of Chapters 3 G2439.4 (614.5) Dryer exhaust duct power ventilators. Domestic dryer exhaust duct power ventilators shall be listed and labeled to UL 705 for use in dryer exhaust � and 4 of this code. duct system. The dryer exhaust duct power ventilator shall be installed in accordance with the manufacturers instructions. the construction document set. " . .. R 1003.9 Termination. Chimneys shall extend not less than 2 feet higher than any portion of a building within 10 feet, but shall not be less - All work is to be performed in a professional manner and in accordance with best practice and consistent 0 : ERE�q pBERT than 3 feet above the highest point where the chimney passes through the roof. Section P2607 Waterproofing of Openings with manufacturer's and suppliers recommended installation procedures. U, �� C C'S,,. P2607.1 Pipes penetrating roofs. Where a pipe penetrates a roof, a flashing of lead, copper, galvanized steel or an approved elastomeric material shall be installed - The architect has not been retained to perform framing inspections and / or field inspection. The architect �� 1 `�;'� �A � P P 9 P P P 9 PP 9 PP c� _f Section R1004 Factory-Built Fireplaces in manner that prevents water entry Into the building. Counterflashin Into the opening of pipe serving as a vent terminal shall not reduce the required is therefore not responsible for any and all conflicts including weatherazation, water proofing and framing �+s Z P ry 9 9 P 9 PP 9 q P 9 9 R 1004.1 Factory built fireplaces shall be listed and labeled and shall be installed in accordance with the conditions of the listing. Factory internal cross-sectional area of the vent pipe to less than the internal cross-sectional area of one pipe size smaller, with respect to the construction documents. W . _'�; ? < built fireplaces shall be tested in accordance with UL 127. PURSUANT TO SEC110N 69.5 (b) OF THE NEW YORK STATE EDUCATION DEPARTMENT, REGULATIONS OF THE COMMISSIONER ("REGULATIONS"), 8 NYCRR 69.5, ENTITLED =c i R 10004.5 Gasketed fireplace doors. A gasketed fireplace door shall not be installed on a factory built fireplace except where the fireplace M (� , T, .r - system has been specifically tested, listed and labelled for such use in accordance with UL 127. 'SEALS', AN ARCHITECT WHO SEALS PLANS, SPECIFICATIONS AND REPORTS- MUST PLACE A STAMPED WARNING ON THE SEALED DOCUMENT INDICATING THAT: IT IS A �\ '` Pym Az R 1006.1 Factory built or masonry fireplaces shall be equipped with an exterior air supply to ensure proper fuel combustion unless the room VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER AND ITEM IN ANY WAY. I is mechanically ventilated and controlled so that the indoor pressure is neutral or positive. See sections R1006.1.1- R1006.5. ElBI 0� \, N \ (Energy Efficiency N1101.10.1.1 (R303.1.1.1) Blown or sprayed roof/ ceiling insulation. The thickness of blown in or sprayed roof / ceiling insulation (fiberglass or J UMBER cellulose) shall be written in inches (mm) or markers that are installed at least one for every 300 square feet (28 m2) throughout the attic space. The markers shall be affixed to the trusses or joists and marked with the minimum initial installed thickness with 2 0 1 6 0 2 3 numbers not less than 1 inch (25 mm) in height. Each marker shall face the attic access opening. Spray polyurethane foam thickness and installed R-value shall be listed on certification provided by the insulation installer. W UNIT 3 3a: UNIT 3 4 Q SHEET NUMBER a (MODEL B- 1 15 ) (MODEL B- 2 z z T2 W I __1 _ _ I I 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WHEN NOT ALIGNED WITH RAFTER, (n 06-10 X y(• y GONNEGT KING STUDS TO TOP PLATE F- ATTACH TO EACH PAR ROOF FRAMING WRAP 1-1/4"X22 GA.6ALV.COIL STRAP Z C6-10 X 2X MR OF OPPOSN6 RfFTERS ATTKtt TO EACH PAR OVER TOP OF TOP PLATE AND NAIL 2x4 PF2x W CRIPPE �GPPOSIN6 RAFTERS ROLF RAFTER. 2x AGQ LE2GER W/2-3/8"x5'LAG, DBL TOP PLATE Ib" ROO � BOLTS® le OG INTO STUD' (� � �FTA �PLAN 2X BLOGKIN6 O �) 51MP50N 5rRON5-TIE 0 �. ` ani A35 0 EVERY RR AT 2 END BAYS 2X4 STUD WALL OR v 2 SM115M STRLN6 5MPSM 5RGN6 - - CEILING JOIST OR GAME 5 END� _OCo SIMPSON STRONG TIE H2 812 NAILS -TIE M5 TE TRU55 BOTTOM CHORD SIMPSON H2 CONNECTOR a EA = ° v t SIM 8d NAILS TYP. RVM STRAPS SHALL 1�ATTAaW TO EAM PAR OF OPPOSM RAFTERS. ALTERNATE TO R106E STRAR SIMP90N STRONG-TIE TYP. RPEE STRAPS ARE NOT wtE N CALAR TES OF PROVIDE 2X4 COLLAR TIE AT H3® EVERY RR RAFTER 16 STUD AND KIN65 �, ;4- SIMPSON �� UPPER THIRD OF THE ATTIC SPACE (WHEN ALIGNED) � � Q OCV . NGMW pli OR 1X4 LIMG9t ARE LOCATED N THE LM TURD OF Pt • .�. 'a} FOR USE W�1�j1W� AND USE IN GOM3INATION ONLY W @l STRIPS Orb W/4-IOd AT EACH RAFT% GS-22 STRAP AT H �n `RAFTEF6 AL16N -RAFTERS DO NOT ALIGN ATTIC SPACE AND ATTAGtI�TO EAYtt PAR GF RAFTERS W/4-IOd NAIS EACH STUD,SEE f) t a'Z LW26 FOR 2x6 DETAIL 4 Z s<V.. 2,5) 5 rn LSU28 FOR 2x8,2x10,OR 2x12 O Q LU c M FRAMED a 24 eo WI OR ❑ u0m OR DOOR Cl) -RIDGE 5T�RAP DETAIL / -RI DC E STRAP DETAIL LU2&0 N STRONG-TIE 2x4 S 2xb � _ ' (FOR CATH.GL65 WITHOUT COLLAR TIES) / (WITH OR WITHOUT COLLAR TIES) LU28® EVERY GJ STUDS a lb'O.G. 7 NO SPECIAL FT 2x ACQ LEDGER W/3/8'x5'LAG, CONNEGTOR5 REQ (L aa''Nosr. (�)N.TS. L OGATE AT // 3 N.T5. LOCATE AT EVERY RAFTER BOLT a 16"Or, INTO STUDS " IN THIS AREA wsm STRGN6 6IMPS N STRDNb STRAPPING TO BE 1-114"X 22 6A 6ALV.,SEE DETAIL 4/121.ALL 5TRAPPIN6 TE LTS TE fib / TO BEAR A MIN.OF 10"ON FRAMING. STE t N ORRa06 812 NN5 TYP s IGfl MAY tt 115ED r A°� / PORGH ROOF GA',BLE END HALL TE HI6 OR 11105 OVER In SFEATHRJ6 K USED / 812 NAILS 1YP. / FOR use AILSIEN YP. AND USE T corelNATtoN ONLY weal 5TUDs AND �KT RAPP I NO DETAIL DET IL AT ATTIC TAREF 5 AL16N `RAFTERS DO NOT ALIGN 1 I I NITS. STRAPPING TO RUN ONTO RIM JOIST,SEE 0 DETAIL q/DI(ONE STORY)OR ONTO STUD (� ROOD R��TE=R HURRi GA�N� TI�S`� � : , • AT WALL BELOW(TWD STORY) � I ` CD N.T5. L.OGATED AT EVERY ROOF RAFTER ` ATT I G • '• Z Z O • 5TRAPP I NC DETAIL HH %F56Ni POST GAP Utr-4. FOR FRAME GONNEGTI ONS o UZ�4 AT ENDS DI NETS. V- L/� J • z M 2ND FLOOR //� Sim OR 4x 2x PROVIDE 3"X3i(f,'X3'WASHER PLATE AT ALL ANCHOR BOLTS 4-lbd FADE NAILS FROM \v 1 / MSTG� SECURED BY WOOD SILL PLATES. KING STUD INTO HEADER ❑ `J / GOLUMN POST TOP ANGHOR 51MP50N PAB OR 58 ANCHOR BOLTS MAY BE USED IN LIEU of T 1 SfRUP START fJALs THREADED ROD W/WASHER PLATE. F'+-i EW LMTH / LOCATE AT EVB2Y C0LUMW 61RDE.R CON�GGTIONI H/2"UP PROVIDE 3'Xb•XA36'6ALV.STEEL PLATE IN 1 / N.T5. �0 5�p b-DO NAILS AT CORNERS AND INTERSEGTIN6 (4)NN5 MHN �MN '� PLATE IN LS ft LMTH(TYM) / I T ----NO NALS 12-W NAILS AT AST BUTT JOINTS STEEL STRAIGHT SIMP50H L5TAI2 STRAP W/ I �A WALLS INHERE THERE SINS PLATE OR 5-IOD NAILS EACH END AT GIFaR�� 2X6 KING STUDS NON): EACH JACK STUD ~� 24'MINIMUM LAP SPLICE TWO FOR SPANS 6 TO 12 FEET Q a LE%Ttt \ ONE AT SPANS IF TO 6 FEET FROVGE MN ENP 2-1/8 5/8"� A301 ROD THREADED 6"BOTH ENDS. THREE FOR SPANS 12 TO 16 FEET 2Xb JACK STUDS NON): w G PRE-W 3/4"AND I"ROD AT 51MP50N STEEL STRONG WALL,SEE PLANS 12-161 MIN.NAILS ONE AT SPANS(V �'1 ' T/S END LE Ib IST FLOOR NAILS AT ALL SPLICES TWO AT SPANS FROM V TO 12' F- P-1 THREE W Ir MH '� AT SPAN5 0>THERWISE ON PLAN � SIMPSON ABUM 44 OR AABTUbB SEE PLAN N 2"X3/6'X3'WA5HER PL W/NUT EACH 51DE 0 (�)Ls rtM(N,�N) C5-22 COIL STRAP I UPPER 5TORY SHEAR IF m l - -- HALL TO GIRDER ALTERNATE ANCHOR BOLT DETAIL EXTERIOR HALL ❑ FLOOR TO F=LOOR TIES I l � BELOH GONNEGTION W Q 4 I FOR 5ET BACK HALLS HDU HOLD-DOHN5 AND STRONG HALL AT EVERY STDOUBLE TOP WALL PLATE SPLICE DETAIL HEADER GONNEGTION N.N.T.S. LOCATED UD I `\ FOUNDATION � MiINIt41FiB�MENroREXI'TAN510N NOTE \L x C PR COL SBOLT W/5'MINIKH EMBEOWNT N.T5. I NITS. NITS. TRAPS lND9Z SNEATHIIN6 PROVIDE uOhMGN(O.�I 25' ONG)NALS I \ VV// COL 9RA-5 M 5fAAM%PROVIDE:10d COMMON(0A x T LONG)WA I \ COLUMN P05T BOTTOM ANCHOR LOCATE AT EV82Y COUW OHWM C4**e_n0N ALLOWABLE HOLES - To HLiT VM&,Mac SD NAIL a b"OIG AT ALL PANEL EDGESr IGD NAIL®24 0/G Z A5 HTS w aWLS TO NW HIP RAFTER, 160 NAIL a 24"0/6 ,�.05B OR PLYWOOD Headers and Beams W SIMPSON HGP HIP SEE PLAN51-EATHING Microllam® LVL W w CORNER TIE INTERIOR 1.3E TimberStrand® and (4)NALS MIN N LSL hole zone Parallam®PSL 2 x diameter of the Y depth PATE,WHERE 24'WIDE MINI"AT FlA S OF HEIGHT I I2"Lim"(TYPj hole zo largest hole(minimum) U BRACED WALL LIWALL MURN IS QATPE 800x HOLD"✓ft MAY I I' % 0 BE ELIMINATED. PROVIDE TWO(ONE AT EACH 13/4'MMI 6 51M 65-22 STRAPS PER DETAIL 4 IN LIEU OF I SIMPSON BP WASHER � �'m�N) �`J C SD NAIL a b'0/G - - LSTA36 STRAPS 5H"IN THE DETAIL. NAIL SHEATHING TO o AT ALL PANEL ED6E5 INTERIOR d T ° I SILL PLATE W/bd 2x AGCN SILL PLATE. DOUBLE o - NAILS O 4'O/G 5111 AT TALL BASEMENTS EXTERIOR 6Y1'SUM BOARD ° Microllame LVL and 5!8 DIA STEEL ANCHOR %;- Parallam®PSL J �'MINIMUM -- - -- SD NAIL a 12'0/6 AT ALL BOLTS MAX 2'-�8'OG.. ix b RAT VN.LEY B"��T EXTEND BOLTS MIN T'IN70 CS-22 COIL STRAP I"srw To"M MEMEIER5 NOT AT PANEL ED6E5 FDK WITH 71�NED NUT t DaOW allowed hole zone 3'x 3'WA-94ER TO EAGM BOLT. () ACQ 5hp�,,,pN LTP4 PLATE HALED TO ■ ■-L5TA36 W 10 IOd NAILS PROVIDE TERMITE SHIELD SILL 2 2 x i ML 9p 15/32 05B OR middleY span "4 CO MN OUS BAR SEAL AND MAINTAIN 8 MIN. SILL PLATE RM AND SILL FLATS A I0/6 A� IN51DE CORNER OUTSIDE CORNER d 1.3E TimberStrand® LSL allowed hale zone d INTO STUD ABOVE AND LOCATED 2 TO V FROM H D TO PIN15HED GRADE BELOW(2 FACM GORPEW FROM TOP OF WALL PML AS RR TRd.E 92*W%,M PLYWOOD SFEATMI 6 PLAN VIEW PLAN VIEW r 00 - TaII=2,g8OR NOUS' General Notes a ry N N ri ti � vi r r N - SEE FOUNDATION PLAN COIL STRAFE UNDER SHFATHIN6 PROVIDE:8d COMMON(05' x 25 LONG)NAILS.COIL EXTERIOR HALL TOP o N N CO tq COeq STRAPS OVER SHEATHING PROVIDE:IOd COMMON(0.131 x 3'LONG)NAILS. CX�'�b I�t� G/�Nrb HEADER MAXIMUM ROUND • Allowed hole zone suitable for uniformly loaded L l ER OR CORNER ER DEPTH HOLE SIZE headers and beams only. 19 nd�5TO�RY�6S�=��NNECTORS TYPICALANCHOR BOLT 5TUD TO RIM J015T TO 51LL PLATE 5-MA° Ii'NO O AILSE VALLEY PLATE HIP GONNEGTION Hp�-L FRAMING y4%" 1" • Round holes only5Yz" 13/a" • No holes in cantilevers. KTP .� 7Y4"to 20" 2" • No holes in headers or beams in lank orientation. LOCATE AT EVERY STUD KT5• See illustration for Allowed Hole Zone DO NOT Cut,notch or drill N.TS. Y CORNER N.TS. LOGATTON AS NOTED N.T.S. N.TS. P holes In headers except as m Indicated in illustrations Z Z and tables. CO) a g A MTMMLH OF TWO MWEI2 WALL LINES MW AREY26d)1R97 IN EACH DIRECTION OF A BUILDING. BWL"S SMALL NOT BE SPADED pR�p exp ppp WAAl GtTttNb n W O O O F O O Z J of MORE THAN 60 FT APART. WN.15 WITHIN A BNL SHALL NOT BE OFFSET BY MORE THAN 4 FRET PROM A BN... BWL LOCATIONS ARE 1J0 TO TOT'O1'Pow w/LL r IIIA��I I Nom, TO TCP Gf PGNY WNL f llst� n (0 0 c j co co aINDICOATEID ON FLOOR PLV6 a 5MPSON DRTIZ HADOAM AT G5 YJ��P DRK.FD 2 FT MAX PONY WALL MAY BE I I 2 FT MAX PONY WALL MAY BE I w a6 a5 U WALL E?D P,V h (TYTE AT 66 AG,RWXW A BRACED WALL PANEL(13HP)5MN.1.BE61N NTHIN 10 FEET OF EACH END OF A BNL TIE DISTMfCE BETYEEN ADJACENT PLACED ON TOP OF HEADER PLACED ON TOP OF HEADER IR R ® AT DRA(.ED WALL PETALS G tFU A �OF SWL NOT BE 9REATM TKM 20 FEET. THB2E SWILL BE A MIMMIM OF TWO BVP ON EACH BWL EXCEPT AT 3 V2'WIDE LVL HEADBt(5�FLAW o WALLS(16 FEET LONG MAY HAVE OPE 4W OR LONSM BNP. BMP'r'ARE TYPICALLY G5-1^15P SHEATHED BRACED WALL PANELS ® (TYPE A)OR 6YF'5UM BOARD 65(TYPE BCONTINUOUS TO OUI5IDE OF PAPE ). PROVIDE TYPE G,D,E,OR F PANELS AS NOTED ON PLAN WHERE BWP TYPES A c\ ® 15-0D NAL5 A7 MTV (TYPE B DO NOT GIUALIFY DUE TO MINIMUM LENGTH REQUIREMENTS OR ADDITIONAL CONTRIBUTING LENGTH OF BHP IS REQUIRED. ® BHP TYPES ARE INDICATED ON FLOOR PLANS. 0 z_ N ® 318'41 THREADED ROD IV (/) ® C5+6P CONTINUOUSLY SHEATHED BRACED WALL PANELS(TYPE A)5FW-L MST z NOTE:HERE 24'WIDE MINIMUM FULL HEIGHT TI'E MNUMIM OF TABLE'R6W.105. NAIL 7b'MINIMIM WALL CONTINUOUS IIV4 MIN DEEP HEADER TO CONTINUOUS I14"MIN DEEP HEADER TO WALL MURN IS PROVIDED AT ENDS OF SHEATHING NTH 8d NNL.5 O 680/G NO L291O/G(FIELD)AND PROVIDE 2X OUTSIDE KING,5TUD(SEE FLAW OUT5IDE KING STUD(5EE FLAW Ppm gfGE G5+6P BRACED WALL LINE THE BOOR BLOCKING AT ALL W&PPIORTED PAWN.EDOES PROVIDE 800 POUND HOLDOW FASTEN j'5HEATHIN6 TO HEADER IN FASTEN i'SHEATHTN6 TO HEADER w Z HOLD"MAY BE ELIMINATED. FM DETAIL 14 OR 20 AT ENDS OF BRACE WALT.LINES TNIAT DO NOT HAVE 8D NAILS a 310/C IN EACH DIRECTION 80 NAILS 0 3'0/G IN EACH DIRECTION W 6T HM A 24'MNK14 PUL HEIGHT WA LL RETURN OR A 48'KNIK L BNP. CD EACH OF HEADER TO JACK STUD 51�AHD SIMP50N LSTA24 AILS FACE �NAILS TRIM TOP OF PANEL A5 RE�1 D TABLE 8602.105 MINIMUM LENGTH REQUIREMENTS OF 0546P 6-114'SDS SCREWS 0m CONTINUOUSLY SHEATHED BRACED WALL PANELS FASTEN TOP PLATE TO HERDER W/2 F- HEA FASTEN TOP PLATE TO DER W/2 PORTAL STRAPS 1/2'FROM Q06E ON Q W ROWS OF Ibd NAJLS a 3"O WS/G 8 ROM OF Ibd NAILS a 3' O/G WALL MIN PANEL BOTH SIDES(4 STRAPSSPER PAPE) W WALL AJAGENT CLEAR MINIMUM LENGTH OF HEIGHT(fiT) WIDTH'L' U LLI 1$16HT(FT) OPN6 NE16HT BRACED WALL PANEL PANEL 5HAL1.HAVE A L876TH'L"OF NOT PAPPL SHALL HAVE A LENGTH'L'OF HOT W W F MP50N GNW GCUPLER NUT (64' 24' LE55 THAN I6"FOR 8 FT WALL 18'FOR g LE55 THAN Ib'FOR OPE STORY AN7 24'FOR 8 26 Q V 2 Q 8 64'TO 80' 32' FT WALL,AND 20'FOR A 10 FT WALL SE FIRST FLOOR OF TWO STORY APPLICATION. q 32' SIMPSON 5W53 STRON64O LL 5B Z U C] 80"TO q6" 3b.* PIAN FOR ACTUAL LENGTH Y SEE PLAN FOR ACTUAL LENGTH 10 34' PAH L,VERIFY PANT 15 Pl." (64' 21' 6YPSUM BOARD '66"BRACED WALL PANELS(T(PE B)eWu1 BE a II 38" 3/8'41 ANCHOR BOLT OR q 64'TO 80' 30' 48'MINIMUM R1 LBr6 M ON BOTH SIDES OF WALL PER TABLE 12 42' NOTE.DETAIL APPLIES TO ~i 4 ADHESIVE ANCHOR 80"TO q6" 41' `1*=05. SEGtlRE&6YFSLH BOARD NTN 6d COIOLCR NAIL5, (2)JACK STUDS MIN.OR PER PLAN (2)JACK STUDS MIN.CM2 PER PIAN 1 W (b4' 30' Agl5'X 17Fi'6(PSUM BD NAIM OR 148'X IV BOTH ENDS of HEADER 1�1 • 10 64'TO 80' 30' NNL5 O 1'OK.QD6E5)AND-r0/G(FED). BLOCKING,15 NOT • r." 80'TO qb" 38" BUNSUPPORTED` RED AT PANE_EDGF5 NfK PM 15 ARRE BLOGKIN6 AT PANEL ED6E5 BL.OGKINO AT PANEL EDGES N fV ❑ RSTALLIED HOR=WALLY. PROVIDE"ST OR TRIM OR FLAT - •Partial credit for panels 36"to 48"wide per R602.10.52 HEIGHT BLOCKM DIRECTLY ABOVE MD BELOW TYPE B WALLS. Ott JACK AND KING STUDS ONE JACK AND KING,STUDS BLOCKING AT PANEL EDGES TYPICAL HOEDOWN DETAIL AT CONTINUOUSLY SHEATHED WOOD "L" EQUAL To or > 12�� FASTEN 1116'5HEATHIN6 TO EACH STUD FASTEN 7116"SH EATHIN6 TO EACH STUD TWO KING STUDS STUCTURAL PANEL "CS-WSP" -TYPE A GYPSUM BOARD "GB" -TYPE B AND SIL.W 8D COMMON NAIL5 a 510/6 AND SILL W/8D COM+10H NAILS a 3'oic m FRAMED FLOOR A B PASTES ILL I SFbd NAI 6 TO STUD Z NOT TO SCALE PER FIGURE 8602.10.5 NOT TO SCALE PER FIGURE 8602.10.5 AND SILL HY bd NAILS a 4'O/C N.T5. PORTAL DETAIL"A'ONLY APPI-IES SIMPSON HDU 5 HOLDOWN IN K-1/4'5125 51MPSON HOU2 HOLD"W/b-1/4'TO 2 FT TO 18 FT WIDE OPENIN65. SGR13^15 N DOUBLE END SMD 5125 SCIR56 IF NO FLOOR ABOVE. 0W TABLE 602.10.3(1)BRAGIN6 REQUIREPENT5 BASED ON 14OMPH TABLE 602.10.3(2)WIND ADJJ5TMENT TO Hfl114++OLDOWH W/IO 1/45125 PANS.TO 51T DIRECTLY ON TOP OF F WIND SPEED,EXPOSURE B,30 T MEAN,ROOF HE16HT,10 FOOT REQUIRED LENGTH OF WALL BRACING. 2-V7410 ANCHOR OVE OR BOLT OR EXPAN510N 5GR 15 IF FLOOR AB .AT C6- H0. DTCONCRETE FOUNDATION HALL .......... S ` .......... Nf SON TIZ UOI66-W t3RACED WALL HEIGHTS,AND 2 BRACED WALL LINES ADJUSTMENT STORY CONDITION ADJU5TMENT BOLT WITH 7XYxRk'PL W0.5F1Bt W Cj� 112 m ANCHOR OR EXPANSION BOLT 0 �� WALL END PANES(I`!FE A)HPU A5 REVIRE17 BASED ON 5UPPORTIN6 FACTOR OVER \SOBER C C,S 0 AT PAaP WALL PETALS G APD D. CONT 14 BAR CONI IN TOP OF CONCRETE CONCRETE $4 BAR CONT IN TOP OF CONCRETE *3 TIE STORY Bl^L SPACING METHOD 6B 2-112'41 AdNG+IOR OR EXPANSION ear SHEATHING FOUNDATION FOUNDATION \n m EXPOSURE CATEGORY ONE STORY G 12 FOUNDATION E- C� x r �'� fC 0 $-IGD WLS AT DTTV , EXPOSURE CATE60RY ONE STORY D 15 R4 BAR CONT M TOP AW BOTTOM ,m TOP 10 25 55 EXPOSl1RE GATEOORY TWO STORY G 13 PAB5-18 ANGHIOR BOLT OR 3e THREADED OF CONGRETE FOUNDATION SIMPSON 581/8X24 OR PA51-18 ANCHOR ROD W/WASTER PLATE,5�DETAIL 15171 BOLT OR Ye'THREADED ROD, W, I EXPOSURE CATEGORY TWO STORY D lib EXTEND i SHEATHM6 Ov>32 RIM JOLT SEE DETAIL 15/121 = ,® TOP 20' S.O' 10.0' FABS-IG,ANCHOR BOLT OR�'THREADED ,- O ROOF EAVE TO R106E ROOF ONLY 15 FT 13 PANEL ED6E OVER ROD HY WASHER PLATE,5ff DETAIL ISibl U t..i� TOP 30 1.0 145 FRAMED WALL PORTAL DETAIL"B'ONLY APPLIES TO b FT TO 18 FT WIDE OPENIN65. U) ROOF EAVE TO RIDGE ROOF ONLY 20 FT Ib FLOOR PANEL HAS CONTRIBUTING,LENGTH OF 46'TOWARDS R602.10.3(I)MINIMUM LENGTH WALL TO BE USED ON FIRST FLOOR APPLICATION ONLY.PANEL HAS 23 10 TOP 40' q.0' 18.5' ROOF EAVE To RIDGE ROOF+I FLOOR 15 FT 1.15 REGUIREMENrS FOR BRACED WALL PANELS AT BRACED WALL LINES. W U TO OE caNrRiamNS L EN6TFI aF 48'TOWARDS RBo2.lo 3(U MINIMUM L gJ6TH SIMPSON STRON64+N.1 REGUIRHS E%IWEMV DE516H TO O `I O� ROOF SAVE TO RIDGE ROOF+I FLOOR 20 FT 13 M ON POW FLOOR APPL.IGATI IN ONLY. REWIREMENT5 FOR BRACED WALL PANELS AT BRAGB7 WAIL LINES. ACTUAL HORITO ZONTAL DE51 PAM 51ZE WIfl7 LOAD AHS IOPDiTION BOLTS FOR ❑ \ ` TOP 50 IID' 23.0 ROOF EAVE TO R106E ROOF+2 FLOOR 15 FT 1.1 ............ ................I......................: ROOF EAVE TO RIDGE ROOF+2 FLOOR 20 FT NP I TOP b0' 13.0' 215' �� JOB N MBER �� WALL HEIGHT ANY STORY b FT OA CONTINUOUSLY SHEATHED PORTAL PORTAL FRAME WITH HOLD-DOWNS ALTERNATE BRACED WALL PANEL ABW SIMPSON STRONG WALL 31VO ANC.+IOR BOLT OR WALL HEIGHT ANY STORY q FT O.aS DETAIL - TYPE E DETAIL - TYPE E F BorroM of 2 to s.o Io.S ADHESIVE ANCHOR WALL HEIGHT ANY STORY II FT 105 C FRAME "CS-PF" DETAIL - TYPE C D "PFH" DETAIL - TYPE D E 2 16023 BOTTOM OF 2 20' q.0' 1q.0' WALL HEIGHT ANY STORY 12 FT 1.1 NOT TO SCALE PER FIGURE 8602.10.6.3 NOT TO SCALE PER FIGURE 8602.10.6.2 NOT TO SCALE PER FIGURE R602.10.6.1 F NOT TO SCALE PER ENGINEERED METHOD W NUht OF BHA PCIt PLAN DIRECTION AT STORY 3 13 v no5a: BOTTOM OF 2 30' 13.0' 215' NUNtBBt OF BHL PER PLAN DIRECTION AT STORY 4 1.45 Q SHEET NUMBER BOTTOM OF 2 40 ILA 36.0 N HBER OF BHA.PER PLAN DIRECTION AT STORY 5 OR MORE Ib GYP BD FINISH OMITEV FROM INSIDE FACE OF BW 1.4 (21 B RACED WALL PANEL DETAILS HOEDOWN DE:TAI L AT SLAB BOTTOM OF 2 50' 21.0' 44.0' APPLIES TO METHOD CS-H513 ONLY 20 N.TS. BOTTOM OF 2 60' 25.0' 52.5' A� To�1� AN STORY 4'016 0., �, NOT TO SCALE UNIT 3 3 (MODEL B- 1 15 ) UNIT 3 4 (MODEL B- 2 ) z 65 U) W 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED HATCHED AREA fn ^ t INDICATES LOCATION A Ct 2 HR SEPERATION F- W 10'-0" HIP WIDTH OF FIRE SHFAT INED ROOF 4 B2-5 WALL PER UL#336 W �,.� E WALLFROM CENTER OF 4'-0" 4'-O" R RIDGES TO ALIGN FIREWALL-EACH SIDE —� U 2! (NO VENTING) (NO VENTING) O rte, U RIDGE VENT I Z V CL t RIDGE VENT F- 4—J ,a b"AZEK TRIM BOARD I"x 8"AZEK RPKE 1 .,- - U •P■'� U > rn I"x 3'AZEK TRM BI-5 U) t �,z GUTTERS d LEADERS ALL ODUT ALUMINUM 4 A3L LEADERS.6AU6E�BAKED 11R5 �/ 2 12 O 12 HARDIPLANK of q Q w c M 9 CLAP SIDING / ✓ 1 12 12 12 co SHALL BE 5"SEAMLESS,0.6.STYLE W/ALL ` / 12 12 12 = n co RELATED d REQUIRED ACCESSORIES. LEADERS ■ GUTTERS d LEADERS M b AZEK TRIM BOARD SHALL BE MIN.2"x3 .021"6AU6E W/CLIPS d GC WINDOW 12 ALL GUTTERS d LEADERS SHALL BE BAKED ANCHORS. CAULK d SEAL ALL JOINTS. PITCH ;+% I I / WHITE ALUMINUM .032"MIN.6AUGE,6UTTER5 6UTTER5 MIN. 1/&"/FT.PROVIDE P.V.G. SHALL BE 5"SEAMLESS O.G.STYLE W/ALL RECEPTORS 8"ABOVE 6RADE TO RECEIVE HARDIPLANK HORIZONTAL a=- LEADERS(CLOSED GAP VE-516W. 12 12 8" 8" 8" RELATED d REQUIRED ACCESSORIES. LEADERS +/- II CLAP SIDING OH. OHS OH. SHALL BE MIN.2"x3",.021"6AU6E W/CLIPS d 12 I"I"x3"AZEK TRIM AZEK B(M) 6UTTERS MIN. 1/8"/FT.PROVIDE P.V.G. 2446 ANCHORS. CAULK d SEAL ALL JOINTS. PITCH 12 12 R0:2-4 b"DIA6.AZEK I"AZEK SHETIN6 +/- II +% I I X 4'-6" 2040 2040 TRIM BOARD a -_-W_ RECEPTORS 8"ABOVE 6RADEO RECEIVE Q b"H16H BLIND - S(GLOSED CAP DE516N). DH b"HI6FLA5HiND -- - --� �a Z - _ � — FLA5HIN6 — - - - - - - - - - - - - - _ U - w x8 FASCIA BD. - -_ DINING AREA _ _ o PLATE HT. I'-o" — — — — — — — ., ! ~ OH. F 15 _ M.BEDROOM U CLOSET_ I'I 1'-0' OH 0 -0" Ix8 FASCIA BD. / PLATE HT. 0 12 PLATE HT. i-i / / / ✓ - X lull - - - 2'-0" LINE OF ROOF I I oH. #: 9 TRUSS BEYOND = i i / OH. LL Lr) O "- 111 vi 11 11 1 1 1 11 NOTE W: H ® ® ® ® ® PVG 5FNITTERS WITH FIXED = °z (3) 2x8 P.T. GIRDER lo" AZEK I I = v . I: HINGES. WIDTH OF BEYOND 4 FRIEZE BO. I I o ry _ S1 WI�DETH OF WINDOW 11 Z r T 1 Ixl2 AZE I I Fid Ix8 FASGIA BOARD TRIM i i / 4 0 I I , = 4 COLUMN® i I --COLUMN® COVERED PORCH BEYOND , I PORCH BEYOND u LU 5IMP50N LU528-3 FACE FIN.15T FLOOR_ I I - _ / _ I _ _FIN. IST FLOOR = Alk MOUNT HANGER ELEV.+0'-0" O N ^ - r I. - - - (3) 2x12 P.T. 61PDER BEYOND - - - - - - - - - - - - - - - - - - -- - - -- -- - - - I w SOFFIT I I I Ix4 AZEK TRIM w Ix AZEK TRIM BOARD OVER I I I I I I HATCHED AREA ( I ALL 51DE5 I I p `v ►I I ■ INDICATES LOCATION r _ _ - - _ ,,,,,,,, I-o I I I I I I I I v `v u iur�mr J 11 OH. GIRDERS(TVP.) OF FIRE RATED ROOF d I 51MPSON BG52-3/6 POST I I I I I I CAP ANCHOR I I I I I I FR�oM N6,4-0 w i l o O II FIREHALL-EACH 51DE 10" SQUARE HBd6 PERMA GAST I � ' COLUMN #46382 W/SQUARE I I I I I I I I I FLAT GAP d BASE (OR EQUAL) - U 4" 2'-0" I a CORNER COLUMN TO BE I I I I I :' I I I I I PROVIDED W/SPLIT KIT BASEMENT ICC 2 HR SEPERATION I I I I H - - f WALL PER UL#336 I 6x6 P.T.P05T WITH 5IMP50N — — t I- - - - - - - - - - - -- - - - - IT - -- - :l- - - - - - - - - - - - - - - - -- �I- - - - - - - - - - - - - - - - - - - - - - - - J � - - - -T-I- - - - - - - - - - - - - - - - - - - - - - -r�- - BASEMENT ABU66P05TBA5E (TYP - ALL _j L_ _L - - - - - - - -- - - - - - - - - - - - - -f -- - - - - - - - - -- - - - - - - --1- - - - - - - - - - - - - - - - - - - - - - - - -1- - - - - - - - - - - - - - - - - - - - - - - - - - -I- -I U COLUMNS) Z UNIT 34 UNIT 33 ( 15 ' PORCH) TVP. REAR COV. PORCH DETAIL I MODEL B-2 (MAGNOLIA) A MODEL B- 1 (INKBERRY) 01�TLV' TIONo - B2-5 „ _ 111-01 p 3/4"=1'-W I/4 GY 2 HR SEPERATION A WALL PER UL#336 B2-5 4'-0" 4'-0" Mo VENTING) Mo VENTING) TYPICAL ROOFING: HATCHED AREA INDICATES LOCATION OF ARCHITECTURAL 5HIN61 F5 15# n FIRE RATED ROOF d WALL SHEATHING,4'-0" I RIDGE VENT FELT UNDERLAYMENT w n n n n RID6E5 TO AL16N t- ai o `r FROM CENTER OF FIREWALL-EACH SIDE = 5/8" PLYWOOD SHEATHING N Q N N r, M f� t!) r N N f'7 CM CO r r RIDGE VENT I"x b"AZEK RAKE BD W/ I"x 3"AZEK TRIM 12"x I8"VINYL HARDIPLANK TYPICAL ROOFING: b"AZEK TRIM LOUVERED PENT HORIZONTAL GLAD SIDING ARCHITECTURAL 9 I� z co SHINGLES 15#FELT _ UNDERLAYMENT 6"HIGH BLIND 12 6" AZEK TRIM BOARD z �� FLASHING 9 z z z o z z Z g 5/8 PLYWOOD 0 0 0 � o o r w 12 v� <nin � inma Q � SHEATHING \ q I"x 8"AZEK RAKE BD W/ w U 12'-0"STEP \ _ I"x 3"AZEK TRIM(TYPE \ NOTE: GEIL.BEYOND \ ROOF TRU55 DESIGNER TO ROOF® COVERED 12 1 ADJUST HEEL HEIGHT FOR b"DIA6.AZEK N PORCH BEYOND �._ q ROOFS TO BE FLUSH 12 TRIM BOARD 2 11 11a N CB2-1 12 ! 10'-10 6'HIGH BLIND 9 � J LINE OF HIGH-b"HIGH BLIND FLASHING GEIL BEYOND FLASHING — — — — — — — _ " - Z PORCH _ _, , _ I GREAT ROOM 1�4W 4� - - - - - - rrn - - - - - - - - / / nn an - - T PLATE HT. --- PLATE HT. J > II II II II I ( II W W Fw I I i t I I I I I I I I B2-I is I I I I I I I I I I I J I I I I I I I I I I I p U I I I I I I I I I I I I I I I I I I $ i i IS tl 1 1 WI TH I I o I6'- " i BIS WI TH i i W I I I I I I fl I— I I I I I Ir 13 11 _7 I I I I I I W I I i t I I 1" 1 I I I I I I I I I I I b'AZEK TRIM I I I I I I I -- — — —— --— — __ — — — I I I I I - I I I I I I ALL SIDES I I I I I I I I I I I } j I I I I I I I I I i t z m ' ' ' ' I 2020 NYSRG- R312.2.1 ui �' II Q II II I II II � FIN. 15T FLOOR _ -- r I _ I I I I _ I I I I I FIN. 15T FLOOR IN DWELLING UNITS,WHERE THE TOP OF THE SILL OF AN Z v /� / ELEV.+01-0" 2020 NYSRG- 62421.8 (503.8) OPERABLE WINDOW OPENING 15 LOCATED LE55 THAN 24" _ VENTING SYSTEM TERMINATION LOCATION: ABOVE THE FINISHED FLooR AND GREATER THAN 12'ABOVE U) ... .. ... _.... .. . . I 141r �I SII I I I I Ili f =r THE PENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN THE FINISHED GRADE OR OTHER SURFACE BELOW ON THE o SERE I I I 1111 II IIII I INPUT OF 10,000 BTU PER HOUR(3KH0 OR LESS SHALL BE EXTERIOR OF THE BUILDING,THE OPERABLE WINDOW SHALL 6" AZEK TRIM�1LL SIDES I I I IIII II IIII WALL B)YONp I I IIII II IIII I I I 6x6 P.T.POST WITH SIMPSON I COMPLY WITH ONE OF THE FOLLOWING: _U pOBER C' Iliil li Iil I 6" AZEK TRIM IIII II ull I 6 AZEK TRIM BG52-3/6 P05T GAP ANCHOR d LOCATED AT LEAST b FROM ANY AIR OPENING INTO A , I I I I I III 51MP50N ABU66 P05T BASE(lYP- OPENIN65 THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE f ' �R F bxb P.T.POST WITH I I I I I I I IIII I III I ALL SIDES I II II II I ALL SIDES I I BUILDING,AND SUCH AN APPLIANCE WITH AN INPUT OVER IO000 TO PA55 THROUGH THE OPENING IN ITS LARGEST OPENED Q o �G 5IMP50N BG52-3/6 I I I 10" SQUARE HBf 6 PI1RNIA CAST I I I IIIA EORE5 SII I I I IIII E6�55 IIII I I I ALL COLUMNS) I BTU PER HOUR BUT NOT OVER 50,000 BTU PER HOUR SHALL BE �s n P05T GAP ANCHOR d IIII WINDO III I I III POSITION. ! " GOLUMN #46382 W/MARE I I __ _ I IIII IWINDOW IIII I I I I INSTALLED WITH A 9 INCH VENT TERMINATION CLEARANCE,AND FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F 2090 21 Q 51MP50N ABU56 I IL-= _ POST BASE(lYP- I I I FLAT CAP d BASE(,R EQUAL) I I LI-________1J L===��===JJ I I - 4 AN APPLIANCE WITH AN INPUT OVER 50000 BTU PER HOUR Fn II LI---------IJ I q I I 10 SQUARE HB86 DERMA GAST I SHALL HAVE AT LEAST A 12 INCH VENT TERMINATION (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO U co ,A - CORNER COLUMN T E COLUMN#46382 W/SQUARE RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW To ALL COLUMNS) I I I I I I I ( I I CLEARANCE.THE BOTTOM OF THE VENT TERMINAL AND THE AIR V PROVIDED W/SPLIT KI q `— FDI FLAT GAP d BASE (OR EQUAL) INTAKE SHALL BE LOCATED AT LEAST 12"ABOVE GRADE FULLY OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING � �. ,p I I I I AREA OF THE WINDOW UNIT TO LESS THAN 5.1 SQUARE FEET. \ v Q 2 HR SEPERATION I I I - CORNER GOLUMN TO BE PROVIDED W/SPLIT KIT BASEMENT _ I I I I WALL PER�-#336 I ,i I I I BASEMENT, JOB 616023 BER- - -- - _- - - - - - - - - - T - - _- - - -- - - - - - - - - - - - - - - - - - - - - -L - - - - - - - - - - - - - -I - w UNIT 33 ( 15 ' PORCH) UNIT 34 UNIT 3 3 UNIT 4 QSHEET NUMBER AELEVATION3 DUET CLUSTER B2-5 ���� z MODEL B- 1 (INKBERRY) MODEL B-2 (MAGNOLIA) 1/4" = I1-o° (MODEL B- 1 15 ) B- 2 )_ ELEVATIONS W p COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED -� SELF FLASHING ASPHALT ROOF 5HIN6LEs z Wi II �II� II \ 5TANDING 5EAM METAL II IIIL II—I GHA5E GAP o — — — — b" TRIM GAP = 8 M06E VENT - - - a� PLYWOOD 5IATHIN6 0 12 / .r Z OPTIONAL WOOD IS,#ROOFING FELT PAPER / O t b GHA5E WITH METAL / �' •�•� m � `" L I2 GAP AND CULTURED INSTAL ICE WATER SHIELD INSTALL ICE t WATER SHIELD PER / j j ; rn MANUFAGTURER5 SPECS.TO ROOF FRAMING c cv --^---- _ ... _,�T_ �ma-_- - STONE VENEER PER MANUFACTURER'S �' N 12 _ _. . GARAGE DORMER : - �, � _- _-- _-- -- _ - MAINTAIN PRODUCT WARRANTY. BEYOND _� _ �;`__ "'' '� i LINE'OF ROOF SPECIFICATIONS TO MAINTAIN CARRY DOWN FRONT OF FASCIA- / j ,E a,w?Z_ PRODUCT WARRANTY MIN 4'TYPICAL Z L m Lo BEYOND® — rn = BEDROOM#2 RIDGE VENT NOTE: 0.40 ALUMINUM DRIP E06E Q w m RIDGE VENT -- - APPLY ICE d WATER SHIELD IN GAP / _ � co - - - - - - - - FAIR WEATHER WHEN THE AIR, �,tER ❑ V r, ROOF DECK AND MEMBRANE �, - 12 ARE AT TEMPERATURES OF / q 2 40"F(5"G)OR HIGHER45, nz 1 GABLE - .� BI-I 12 12 � OH. 9 9 FLUSH ROOFS Q ' 1x8 FASCIA BD. _ PORCH_ Z 11 1 8"AZEK r nn nn nn PLATE HT O M.BEDROOM FRIEZE BD. NOTE: APPLY ICE t WATER SHIELD IN 0 PLATE HT. — — — IJ L 1'-4" FAIR WEATHER i I i I OH. W AIR,ROOF DECK AND 441 11 MEMBRANE ARE AT NOTE W: TEMPERATURES OF 40'F(5'0)OR PVG 5HUTTER5 WITH FIXED I I I i I O HINGES. WIDTH OF HI6FN32 Z SHUTTER TO BE HALF I I U WIDTH OF WINDOW. i I i i = B2-I FASCIA BOARD AZEK SOFFIT ' ^ x = Q I Q v�ENTIN6 2'CONT. O LJ J VINYL SOFFIT O �w o EXTERIOR WALL i i I Ip (T - -HARDIPLANK SHINGLE SIDING Q Q i i I i I Z -TYVEK OR EQUAL a� I i -l/Ib"OSB SHEATHING 0 0 DETAIL Z ❑ -2x6 WOOD STUDS,0 16'O.G. -6"R-21 BATTS i i i ^ FIN. 15T FLOOR _ - _ _ I � I _ - _ _ _ _ - - - Il I I I LAI _ FIN. 15TFLOOR SCALE: 1 1�2" = l�-0�� 2 - 101 tDu i I I -rim - - - - -- WAL® GARAGE 12" SQUARE HB46 PERMA CAST I AZEK TRIM I I I WALL 2 ND BEYOND COLUMN i^U SQUARE FLAT GAP I ALL 51DES I dBASE(OR EQUAL)- CORNER I i bxb P.T.POST WITH 1x4 AZEK TRIM ( I I ^ . 51MP50N B652-316 F'� w COLUMN TO BE PROVIDED W/ I I POST GAP ANCHOR s I I I I 9"(R-3o)BATT + "(R-I9) w HALL l BAITS = GOMBI INSULATION b' (R-19)BAITS � r - _ NTINUOU5 ABOVE r 4 I SPLIT T I BREAK I 51MP50N ABU66 I I I FDI ( VALUE OF(12-4 � P05T BASE LUMP I I I I I'AZEK SHEETING pp I I I ALL GOLUMNs) I I I I v GOVT.BLIND FLASHING ❑ w O 2"x 6'NAILER-LAB BASEMENT I BOLT TO VERT STU - - t— - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I 1 - - - - - - - - - - - - - - - - - L - - - - - - � - - - - - - - - - - - - - - - - - -I W/ "VIA X6"LBOLT5 �' 1 L - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - - - - - - - - - - -I- - - - - - - - - - - - - - - - -I- - - - - - - - 1- - -- - - - - - - - - - - - - - - - - - - - - - --I to NICHT END ELEVATION ;; a 2020 NYSRG- 62427.8 503.8 a 6'RR® Ib" I I U ( ) 2020 NY5RG- R312.2.1 1/4 VENTING 5Y5TEM TERMINATION LOGATIM. IN DWELLING UNITS,WHERE THE TOP OF THE 51L OF AN I I 9 (R-30) BATT5 Z THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH OPERABLE WINDOW OPENING IS LOCATED LE55 THAN 24" UNIT 3 3 ( 15 ' PORCH) 2"x 4"SOFFIT BMS, AN INPUT OF 10,000 BTU PER HOUR(3KNU OR LE55 SHALL ABOVE THE FIN15HED FLOOR AND GREATER THAN 12" BE LOCATED AT LEAST 6'FROM ANY AIR OPENING INTO A ABOVE THE FINISHED GRADE OR OTHER SURFACE BELOW ® I6"OG I I U BUILDING,AND SUCH AN APPLIANCE WITH AN INPUT OVER ON THE EXTERIOR OF THE BALDIN6,THE OPERABLE WINDOW HEADER PER PLAN I I O IOA00 BTU PER HOUR BUT NOT OVER 50,000 BTU PER WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: MODEL B 1 (INKBER- RY) HOUR SHALL BE INSTALLED WITH A 9 INCH VENT 0 OPENINGS THAT HIL NOT ALLOW A 4 INCH DIAMETER - I I U TERMINATION CLEARANCE,AND AN APPLIANCE WITH AN SPHERE TO PASS,THROUGH THE OPENING IN ITS LARGEST INPUT OVER 50POO BTU PER HOUR SHALL HAVE AT LEAST OPENED P051TION. A 12 INCH VENT TERMINATION CLEARANCE.THE BOTTOM OF *FAL PREVENTION DEVICIE5 THAT COMPLY WITH A5TM F THE VENT TERMINAL AND THE AIR INTAKE SHALL BE 2090 B TRANSOM WINDOW LOGATI=D AT LEAST 12"ABOVE GRADE. (THE WINDOW OPENING CONTROL DEVICE AFTER 17- RIDGE VENT B2-5 I I BEDROOM #2 OPERATION TO RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO FULLY OPEN,SHALL NOT I REDUCE THE NET CLEAR OPENING AREA OF THE WINDOW UNIT TO LE55 THAN 5:I SQUARE FEET. 12 Ar �' 2'x8'® Ib'OG FOR SEAT r ti ti LINE OF ROOF +/- I I co c�1 BEYOND® MASTER \ Q N N N ri ti `r° 'q 'q BEDROOM RIDGE VENT OH DOUBLE-HUNG WINDO I I TO COMPLETELY FILL I I SEAT CAVITY INSTAL ICE t WATER SHIELD 2 2"x8"® END W/A35 PER MANUFACTURER'S 51MP50N CONNECTOR 6" SPEGIFIGATIONS TO MAINTAIN - OH 51MP50N H2-5A CONNECTORS PRODUCT WARRANTY RIDGE VENT T I"x 12"AZEK TRIM z z NOTE: 12 APPLY ICE d WATER SHIELD IN (+/- 7 12 \ +/- I I "GYP BD w a g FAIR WEATHER WHEN THE AIR, 12 . o 0 o Q o o g J � N 7 RIDGE VENT o 3/4 T+EG OSB SUBFLOOR- cn u� m > cn cn a Q !n ROOFZUN A� TGEKMPAER�ATUREs of - 12 `� GONTINUUED �OUS BEi r D PLAT ES W 4o"F(5°C)OR HIGHER. +/-� 5 7 ' LINE OF ROOF 7116 056 5HEATHIN6 BEYOND® 6ARAC-E 2"OH AT EXTERIOR WALL 2X12 FLOOR Cl ALIGN FA5CIA5 - - - - - - - ^ JOISTS,6 16"OG. o 04 FIRST FLOOR LINE GREAT ROOM _ _ _ DIN AREA 1_0" - - BEOR_M#2 PLATE HT. uum -- PLATE HT. um� OH. \ \ PLATE HT. - Z I z -- --.......... W 10'AZEK I a� y - T i I FRIEZE BD. 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LEFT END ELEVATION JOB ER �1 _ 0 UNIT 34 B2-5 .. 2 16 0 2 3 I/4 - I-0 B W MODEL B - 2 (MAGNOLIA)- UNIT 33 (MODEL B- 1 15 ) DUET CLUSTER = SHEET NUMBER 8� 4 (MODELu - .3 ELEVATIONS W 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED 12 HR SEPERATION B A5 W 1 N WALL PER UL#336 ll-2 I j V 38'-6" O v 22'-6" I6'-0" a. z .. L O dJ dJ ® ®3N - - - - - - N mr 1= .� n — — — — — A � .� � Qom rn O - ' 0 2 U Q w ' L T C M Q 2 r wCD 0 811 I 12'-ID" 811 0 10'-0" 4'-II° 4'-4"M.O. 51-3" 151-8" 4'-4"M.O. 21-611 8" I'_5" 51_(11 81. 51_yN 1'_51, 81. 21-0" ❑ (, M °° O N M uJ. t0 UNEXGAV. 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X06 UMBER w2016023 MULTIPLE LVL GIRDER GONNEGTION5: GENERAL GONTRAGTORS AND SUBGONTRAGTORS TO REVIEW THESE DUET L < SHEET NUMBER HD= HOLD DOWN GONSTRUGTION OOGUMENTS UPON REGEIPT FROM ARCHITECT ANDUNIT 3 3 UNIT 34C LISTER FOR ALL MULTIPLE LVL 61RDER5, LA6 BOLT REPORT ANY AND ALL D15GREPANGIES INGLUDIN6 ANY DIMENSIONAL FOUNDATION PLANa AB=�ANGH T5® TOGETHER W/ I/2�� BOLTS @ 2'-0�� O.G., 2�� MIN, CONFLICTS, IMMEDIATLEY TO ARCHITECT FOR GORREGTIVE MEASURES � B 1 15 ) B- 2 ) z STRONG WALLS FROM TOP $ BOTTOM, : MIN. 4 FROM ENDS PRIOR TO GONSTRUGTION. DO NOT SCALE DRAwIN65. DIMENSIONS (MODEL FOUNDATION PLAN z B2 � 2 SHALL BE CALCULATED AND NEVER SGALED UNLE55 OTHERWISE NOTED. o COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED GY.2 HR 581 RATION ^^ ,, 3&'-611 WALL PER UL#336 Z W W E U 10" SQUARE H646 PERMA GA5T A A 10" SQUARE HB46 PERMA GA5T —( 2X8�T,61129E �— — — I V r bxb P.T.P05T WITH 51MP50N O ''�J —'"' � � COLUMN#46362 W/SQUARE FLAT B2-5 B-5 COLUMN#46352 H/5QUARE I BG52-3/b P05T GAP ANCHOR t 0 4) bxb P.T.P05T WITH � 51MP50N 5652-3/6 P05T I 14'-2" 1 GAP t BA5E (OR EQUAL) - FLAT GAP t BA5E(OR EQUAL) i , 51MP5oN ABUbb POST BASE Z CORNER COLUMN TO BE - CORNER COLUMN TO BE I I (TYP-ALL COLUMNS) O �.L/ U GAP ANCHOR t 51MP50N I Q i s rn � ABUbb P05T BASE(TYP _ „ , " PROVIDED W/SPLIT KIT o N I PROVIDED I^1/SPLIT KIT I I I .� -ALL COBS) 2 0 13'-2 , I I-0 14-6 22 6 I6-0' 2-0 j -� Q I ALIGN TOP OF I 1 - U Q N o , 1 COVERED TRANSOMS ,iv (2)3016 TR (2)3016 TR 'DI I COVERED I I u f j ,E 2 N}Lo I PORCH y�Z (2)Soso DH (2)3050 DH I PORCH ' v Q ' `° = N ® &'-O'HO HT ®8'-0'HD HT I N) cv U Q W co oDi 1 61-711 b'-7" 51-6" 5'-b" 6'-10" 7'-8" b'-4" III-311 4'-II" x I b'-0" b.-O" I ('< o = o �, 4 � fl- Iq m EGRESS Q ''" m o ❑ U V r'�i co N I IWINDOW 2 "' ALIGN TOP OF I Q 1 I i DI r — — -�r - - - � TRAN5OM5 HD L - - _ J HIP ':._ _ 1016 TR e (2)3010 TR (3) 816 TR I 60 1016 TR I I a 6060 5L. 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ABUbb POST BASE(TVP - - - - - - -ALL COLUMNS) _ - - - - � o — — — — �r � -l3I 2RS�PT�fRDER- _ NOTE. ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING - - - - APPLY IGE d WATER 5HIELD IN FAIR WEATHER WHEN THE AIR,ROOF DECK LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN —Do-- — ( ' 'P -GIRDER- A L J - - - - - - JI O V AND MEMBRANE ARE AT TEMPERATURE:5 OF 40°F (5°G) OR NIGHER. PER SECTION 1605.3 OF THE BUILDING CODE. 62-5 I \Q 1 Z V d. L PRE-ENGINEERED ROOF 12 HR 5EPERATION 4mmJ co 1- 2 TRUS5E5 PER•R55 MANUF 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE I 12 12 I I I %o I U I'-0" q I I'-O" WALL PER UL#336 I I 11 � U 'c'N v' STRESS DESIGN: OH. q ( I OH. I 5EE DETAIL I/FW-2 I I I ;,( p N D (EQUATION 16-8) 19 SIMP50N STRONG-TIE D + L (EQUATION 16-9) I No "R" i�l I ( Z U 2,5 co� Uj in2Z MT5 5TRAPPIN6(LEN6TH5 VARY) D + S (EQUATION 16-10) I I I �- 1 1 ' I O < W = M CONTINUOUS WALL 5HEATHIN6 TO D + .6W (EQUATION 16-12) �� (NI I I U = 4 Tom' TRU55 D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) A I I'-0' PL HT. ' I ❑ (, M ao II Q II'-0" PL HT. B-5 + 12" HEEL HT. I II'-0' PL HT. D = DEAD LOAD L = LIVE LOAD, S = SNOW LOAD, W = x, OPTION#I �l�4®o ���� 2020 NYSBG SECTION 10610-EXCEPTION 4: 48" MIN 48"MIN 01 � ^ , DESIGN2 HOUR FIRE RATED RE515TANGE WALL ASSEMBLY MAY TERMINATE OPTION#2 5EC.URE ROOF 5HEATHIN6 TO G-RUNNER TRACK z W AT UNDERSIDE ROOF SHEATHING IF FIRE RETARDANT TREATED 2020 NY5BG 5EGTION , " 2"G RUNNER TRAGK2'-CAULK FOR W SHEATHING I5 IN5TALLED FOR A D15TANCE OF 4-0 ON BOTH SIDE5 106b-EXGEPTION 4: OPTION#1 2 o WALL RATING - 2 HR. SMOKE T16HT JOINT OVER OF 2 HOUR FIRE RATED RE515TANGE WALL ASSEMBLY 2 HOUR FIRE RATED RESISTANCE D FINISH RATING - 120 MIN. WALL ASSEMBLY MAY TERMINATE AT METAL EDGE FLA5HIN6 STC RATING - 6Il (SEE ITEM 7� 48" 48" THE UNDERSIDE OF ROOF NON-RATED oPr1oN#2 O SHEATHING PROVIDED THE ROOF 15 5EGURE WALL 5HEATHING TO V a, PROTECTED WITH 5/8T "TYPE 'X" G-RUNNER TRACK TYPICAL ROOFING z0 6YP5UM BOARD DIRECTLY BENEATH ROOF TRU** 2 THE UNDERSIDE OF ROOF"5HEATHIN6 U V >a AND 15 SUPPORTED BY 2 L.ED6ERS D RAKE BOARD-TVP `..'` % 2' H STUD TRACK AN - - - - F_ •- u, _ :, ; OPTI N #2 ATTACHED TO A MINIMUME 51DE5 OF ROOF TYPICAL 51DIN6 -- ---- ------ N} G U K FOR SMOKE TI DI�5TANCE OF 4'-0'ON BOTH 51DE5 --------- X -� - - �x Z U 5 du) •"'`•t J I T OVER OF 2 HOUR FIRE RATED RE515TANCE L �!:�.,., i.... ...........,..,.... ..... .....,..�. ..............,,... �,•,.,,�.....---•- :* .. '� ,.. ......,....__.._....__..,._..__.... 2 11105 CONTINUED TO IDE ROOF ® 24"O.G. L O Q � .a 4 „ LY. HIDDEN METAL FLASHIN6:HORIZONTALLY 0 wo _.� N,.,,„. .,..• , . n WALL A55ETMB ALLOW NO r,.,,,,,, „„,,.,,.» ., ,'...,, .,.. ....__._.........._....._ __ ... ..:. ::::::: "....,.,_._.. OPENINGS IN ROOF WITHIN 4'-0'OF 2 12 VERTICALLY 12 HOR ALLY _�_.... _ OF SHEATHING ° _ m � -► _.»_...�,-.,. ::; _.... .. - . ,, . ...•_____ ._ HOUR FIRE RATED RE515TANGE WALL U M co 1..._ y,_ �,+.,�,y M 2x4 LEDGERS W/ '"` ,;-, �! t II ASSEMBLY EACH SIDE.MINIMUM OPTION#I M , F`ti I AI SPACE EA. SID # to ,,., OPT. 2 ti�� GLA55 B ROOF SHINGLE TO BE y s i_ _�lxl.s.. -- ::atm .......,. .�'.r,. --.......,. - IN5TALL.ED OPTION#2 z 2"x2"x2)�"LONG 2 4L.. _ - j,f.... A - 4x9ww� X a INUM 1 ;'1 '�, l, '`. INSTALL "TREATED PLYWOOD 5HT6 `�' BREAKAWA.00 U56 Y CLIPS i••, �' � r r;.�.,; { � FOR MIN 48'OUT,IF LOWER ROOF 15 AfR E'+ 4 - y' '. GYP. BD. OR MINERAL b, WOOL FIRE BLOGKI LE55 THAN 30"BELOW HIGHER ROOF `��ROOF CONFIGURATION TYPICAL ROOFIN6�_ - SHEATHING TO TRU 3 I/2" (R-13) BATT ASW (LIPS PR VO:3 USCF .00 U56 ALUMINUM z A T: '.[�t4:IT ?i'I �= F;Itt�?t� rT��:1h 4 P,�4 � 'L�N �k', . .. }�-{ail. , ALUM ANGLE CLIPS X------------F t'r----------- BREAKAWAY GLIP5 O I" AIR SPACE xJ Lx x� ---•,.�., a,..____,ww .:ww�.»..•+�•-._......_.�_. _ ...... .........y_. .._..�,..nww.,w. DOUBLE H-STUD TRACK I"AIR 5PAGE I"AIR SPACE ;l t�•ti Z £_4.} :1• 1 , f a SCREWED BAGK TO BAGK `: !f_f (2)PIECES 6.P.T K I'FIREGUARD j TYPE "X"5HAFTLINER, TER PROOF I/2 GYP.BD C j DOUBLE H-STUD TRACK 5GREWED z •' ` f INISH ON BOTH ,, r �, FILL I CAVITY AT FLOORS AND ------,-...„3.^_ w �._.---.. ,• _,_-.._w.,_.�....,,..,, s BACK TO BACK GEILIN6 W/6YP. BOARD OR MINERAL BOARDS W/FIBER6 F rr•w h. ., y.Y ...........................:.`.... `- T_`.-.. . ......,.-......; f •• * rr 51DE5 AND EDGES I" AIR SPACE WOOL FIREBLOGKIN6 U _ .... ...................-_......_..._..... ......__......_.......... . :F._ ._.. .. . _ " 2 H-5TUD TRACK LL _._ :_._.. .............................__...,,. :t .. M......_. ::� ........... ......... :.._._..........- ,..I (2) PIECES G.P. TOU6HROGK I 3 Y FIREGUARD TYPE "X" 5HAFTLINER, ~ M WATER PROOF BOARDS W/ 2x4 P.T. 51LL PLATE zQji (0) �,•;; `� 't, ��,, 1 .�,_,,-,;�J „;:. ; FIBER6LA55 FINISH ON 80TH 51DE5 ❑ t _ _ a..:�,.,___..:..... . , �. .... _..._. �; �x... .............^i AND EX-,E-5 FIRST FLOOR5X ............... �3W AIR ;�f'ACIJ �!`ti ,� �r ��.,..�� �� 3/4" T46 055 - - �,- __ '`ti.. SUBFLOOR-6LUED ` SCREWED - RUN RIM J015T PER FLR J015T MANUF. OPTION#1 2020 NY55G 5EGTION 106b-EXGEPTION 4: Z GONTINUOU5 BETWEEN "" --- J015T5 PER PLAN FILL I"CAVITY AT FLOORS AND GEILIN6 H/__1 / ROOF TF465 2 HOUR FIRE RATED RE515TANGE WALL A55EMBLY MAY `� ; J( r PLATES AT EXTERIOR ,s'w=* GYP.BOARD OR MINERAL WOOL FIRE TERMINATE AT UNDERSIDE ROOF 5HEATHIN6 IF FIRE RETARDANT Irk WALL (2) 2x4 P.T.SILL PLATE BLOGKIN6 .00 U56 ALUMINUM TREATED 5HEATHIN6 15 INSTALLED FOR A DI5TANGE OF 4'-0"ON EXPOSED TO `IRE FR(R 4 PITF-EER IDE •'•'�;:; BREAKAWAY CLIPS BOTH 51DE5 OF 2 HOUR FIRE RATED RESISTANCE WALL ASSEMBLY O w }; '' (R-13)CLOSED CELL SPRAY FOAM INSUL i"� ANCHOR BOLTS(14" LONG + ION#2 w ALONG IN51DE FADE OF FIND.WALLS-FULL�HT ',,_.,­, eAIR 4'VALC E ^�-i s� AI 51�i"r��,•.•,•,•,...r; }.•.--� e� -------- Alit �,Z`PAC:l "'' HOOK,8 MEN ) R 020 NYSBG SECTION lObb-EXCEPTION 4: 3" " MIN EMBED T O OR DRAPED BLAND INSUATI°" " " " 2 HR FIRE RESISTANCE 2 HOUR FIRE RATED RE515TANGE WALL ASSEMBLY MAY TERMINATE AT _ s d ADHESIVE ANCHORS W/3X3 X14 THE UNDER51DE OF ROOF NON-RATED 5HEATHIN6 PROVIDED THE ROOF m # ti^ WASHER P_ ® 24 0/6. 15 PROTECTED WITH e• " " __ r '!,i ,,rJ! ,S�_:_• � 'y __�_r, Y4 , tai.-��... -- .. .. r - .yM"..,•.t.,.... Scif?,r, �1g 11 +J f.f 1 II'�; •y;;�,; i ; if/l3o! f I (1) 4 HORIZ.REBAR rt;_; d a TH 5/ TYPE X 6YP5UM BOARD DIRECTLY BENEATH I I1r, ;• " i i;t t y %,i;�' r /: THE UNDER5IDE OF ROOF 5HEATHIN6 AND I5 5UPPORTED BY 2 = RATED WALL ASSEMBLY DETAIL " ° O :t ;�' + i i} E�; �j t'• Y ! >i c t + /" {,`I (I)#4 HORIZ.REBAR® MID `'> BASEMENT �( I ED6ER5 ATTACHED TO THE 51DE5 OF ROOF FRAMING FOR A MINIMUM �;', ;,,`�*tt\"K �.r'• ti-"'• '�.. `...g t ff J •1' j,� i �,4 'it��yL`''I •�M: :� ,_,� HE 16W OF WALL STORY `'•` ' °' \'>` 4'-0" ,4. •..:f• r fr j.• !'� f � ;,�.-+ .,•`•- `;`" n •` FW2 RE*15TANGE WALL A*SEMBLY.ALLOW NO OPENINGS IN ROOF WITHIN OF DISTANCE OF 4-0ON BOTH 51DE5 OF 2 HOUR FIRE RATED 1. y ,;,�• tit , ;r; ,>_ ,=w ,- .. N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOGATIONS �., t` �••_ , 12 FOUNDATION WALL ON 24"A2" TYPICAL BASEMENT SLAB 4'-0"OF 2 HOUR FIRE RATED RESISTANCE WALL ASSENEI Y EACH v GLE TO BE IN5TALLED. P.G. FOOTING ,y #4"P.G.SLAB(MIN.2500 P51 SIDE.MINIMUM GLASS B ROOF SHIN �.;`. i ''•.,, :2 L':_.._. .Ryl_•l.�. S I, ,;ti, ,� g`"w ±`�,_ a 'e GONG A06 MIL POLYEi}�LENE 5TG RATING ~ r VAPOR BARRIER OPTION#I Q +f f 1�, r j -•-- 1 = � :�? f. ` ?'I a T *TAMP t FILL TO Q5�DEN5ITY 5TANT 2020 NY55G 5EGTION 106b-EXCEPTION 4: a'�, i , , ,� •'r r' i ,• , `ti.� .ti: i�• i f ; ',', + ' a U56 BROCHURE 5A100 (FIRE RE51 2 HOUR FIRE RATED RE515TANGE WALL A55EMLY MAY TERMINATE AT s ►'•,� !' !{ ; 1 -...� LS t 7 _ i : ° r e A55EMBLIE5) U e ' UNDERSIDE ROOF SHEATHING IF FIRE RETARDANT TREATED SHEATHING OPTION#2 z �• , ti ,, •, t z PAGE 22 (AREA 5EPARATION WALL W � t + I r�. .�+•'`""• i ) .y ,. s ; a , " 2020 NYSBG SEGTIC)N 706b-EXCEPTION 4: S• ,� ,, \"�, tt I ° 2 HOUR FIRE RATED RE515TANGE WALL IS INSTALLED FOR A DISTANCE OF 4-0 ON BOTH 51DES OF 2 HOUR '��_ _i_1._� {•=+ 1•^ ' �.,nA._ ° 5Y5TEM51 FIRE RATED RE515TANGE WALL ASSEMBLY Y ... .s_x-• a d d a TEST#UL DE5 U341 A55EMBI-Y MAY TERMINATE AT THE D °.. a UNDER5IDE OF ROOF NON-RATED OU `; - }' " : « ` 48 48 5HEATHIN6 PROVIDED THE ROOF 15 0 LS_�1£_'�.Atli } HORIZONTAL #4 ° °: AGOU5TIGAL PERFORMANCE = 5TG 60 fI t' PROTECTED WITH 5/8"TYPE "X'GYPSUM a e TEST#RAL-TL-88-350 BOARD DIRECTLY BENEATH THE ° ° BASED ON 2x4 FRAME WITH MIN. 3" UNDERSIDE OF ROOF 5HEATHI%AND 15 d MINERAL WOOL BATT AT EACH 510E SUPPORTED BY 2"LEDGERS ATTACHED TO 5EPARATION HALL: (Max Height - 66 ft) SECTION 1206.3 OF 2020 NY5BG- WALLS, THE 51DE5 OF ROOF FRAMING FOR A 2 HR FIRE RESISTANCE I MINIMUM OF DISTANCE OF 4-0 ON BOTH PARTITIONS AND FLOOR/GEILING 2 H STUD TRACK AN 51DE5 OF 2 HOUR FIRE RATED RE515TANGE 1. Floor, Intermediate or Top Hall -- 2 in. wide channel shaped with I in. long legs formed from No. 25 M56 poly steel, secured with suitable A-%EMBLIE5 5EPARATIN6 DWELLING G U K FOR SMOKE TI H OPTION #2 WALL ASSEMBLY.ALLOW NO OPENINGS IN fasteners spaced 24 in. OG. RATED WALL ASSEMBLY DETAILI UNITS FROM EACH OTHER OR FROM JOINT OVER ROOF WITHIN 4'-0"Of 2 HOUR FIRE RATED 2. Metal 5tud5 -- 5teel members formed from No. 25 M56 goly steel having "H" -shaped flanged spaced 24 in. OG; overall depth 2 in. and PUBLIC OR 5ERAGE AREA5 SHALL HAVE 2 TUD5 CONTINUED To U IDE ROOF 55E5® 24"D.G. RE515TANGE WALL ASSEMBLY EACH 51DE. N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOCATIONS A 5TG OF 50 OR MORE. 5HEATHIN6 MINIMUM GLA55 B ROOF SHINGLE TO BE r N CO flange width 1-3/8 in. INSTALLED. M o r +� 3. 6yp*um Boards -- Two layers of I in. thick gypsum board liner panels, supplied in nom 24 in. widths. Vertical edge* of panels friction fitted USG AREA SEPARATION WALL SYSTEM UL# U336; PR01�ID�D 5TG=60 I" Al SPACE EA. SID o N N M into "H" -shaped studs. TEST#RAL-TL-88-350; STC = 60 GGG ING -- Type 5LX. TYPIGAL FRAME WALLS (2) PIECES G.P.TOU6HROGK I" UNITED STATES GYPSUM GO -- Type 5LX FIREGUARD TYPE "X" 5HAFTLINER, GYP. BD. OR MINERAL U56 MEXICO 5 A DE G V -- Type 5LX. UNRATED WATER PROOF BOARDS W/ WOOL FIRE BLOGKI z m WINDOW FIBER61A55 FIN15H ON BOTH 51DE5 z ` AND EDGES ASW CLIPS PR O(3 USCF z z z O CO z N a a PROTECTED HALL: (Bearing or Nonbearing Hail) ALUM ANGLE CLIPS z z z F z o z � w 2 HOUR FIRE RATED RE-515TANGE I AIR SPACE co � ¢ g -' 4. Hood Studs -- Nom 2 by 4 in. max spacing 24 in. OG. Studs Gross braced at mid-height where necessary for clip attachment. Min 3/4 in. WALL A°5EMBLY SHOWN HATCHED DOUBLE H-STUD TRACK W Z � °: N separation between wood framing and fire separation wall. SCREWED BAGK TO BAGK W ° 4A. 5teel Studs -- (As an alternate to Item 4, not shown) -- For Bearing Hall Rating - Corrosion protected steel studs, min No. 20 M56 2020 Nrr7X 1065 HORIZONTAL CWWITYt DOUBLE H-STUD TRACK 5GREWED FILL I" CAVITY AT FLOORS AND o (0.032q in., min bare metal thickness) steel or min 3- 1/2 in. wide, min No. 20 656 (0.036 in. thick) goly steel or No. 20 M56 (0.033 in. thick) EXTERMS UT �GOIORKAaMM M BACK TO BACK N FIRE ALL iSt ro EXTERIOR WALT GEILIN6 W/GYP. BOARD OR MINERAL primed steel, cold formed, shall be designed In accordance with the current edition of the Specification for the Design of Gold-f=ormed Steel W I' AIR 5PAGE WOOL FIRE BLOCKING a Structural Members by the American Iron and Steel Institute. All design details enhancing the structural integrity of the wall assembly, including Q UNRATED 2" H-STUD TRACK STC, RA�TINC the axial design load of the studs, *hall be a5 specified by the steel stud designer and/or producer, and shall meet the requirements of all 2020 NY5BG 5EGTION 106.5 WINDOW (2) PIECES G.P. TOUGHROGK I" EXCEPTION #2 FIREGUARD TYPE "X" 5HAFTLINER, 2x4 P.T. SILL PLATE U56 BROCHURE 5AI00 (FIRE RE515TANT applicable local code agencies. The max stud spacing of wall assemblies shall not exceed 24 in. OG. Studs attached to floor and ceiling _ WATER PRooF BOARDS W/ A55EMBLIE5) z tracks with 1/2 in. Ion Type, 5-12 steel screws on both sides of studs or welded or bolted connections designed in accordance with the UNSPRINKLERED BUILDINGS: GARAGE PAGE 22 (AREA 5EPARATION WALL W g yp g FIRE RETARDANT TREATED FIBERGLA55 FINISHf ON BOTH 51DE5 I "I '� 2020 NY5BG 5EGTION 106.5 AND EDGES CL A151 specifications. Top and bottom tracks shall consist of steel member*, min No. 20 M56 (0.032q in., min bare metal thickness) steel or min SHEATHING TO EXTEND 4-O ON UNEXCAVATED TYPICAL TEyT L)DE5 U341 a ["� } EXCEPTION #3 O w m No. 20 656 (0.036 in. thick) go Iv steel or No. 20 M56 (0.033 in. thick) primed Steel, that provide a sound Structural connection between BOTH 51DE5 OF 2 HOUR FIRE GARAGE SLAB RATED RESISTANCE WALL BUILDINGS EQUIPPED W/NFPA 13 OR «4'P.G.5LAB(MIN.3500 Psi GONG) W ^ ° steel studs, and to adjacent a55emblie5 such as a floor, ceiling, and/or other walls. Attached to floor and ceiling assemblies with steel NFPA 13R 5PRINKLER: ° REINFORCED WITH 6x6,IOAO W.W.M. A(OU5TIGAL PERFORMANCE = 5TG 60 > f--� �C ASSEMBLY AND OFFSET WALL fasteners spaced not greater than 24 in. O.G. Studs GroS*-braced with stud framing at midheight where necessary for clip attachment. Min LU 4'-o" MIN. 4'-0" MIN. FIRE RETARDANT TREATED 5HEATHIN6 (I)#4 Howl REBAR a d' a s AW EeA s DaHa�DENSITYLL TO q5% " BASED ON 2x4 FRAME WITH MIN. 3" 0 - 3/4 1n. separation between steel framing and area separation wall. f=inish rating has not been evaluated for 5teel Studs. AT 2 HOUR FIRE RATED RESISTANCE TOWAR05 eARA6E DOOR MINERAL WOOL BATT AT E:AGH 51DE z � 46 5teel 5tud5 -- As an alternate to Items 4 and 4A, for use in Configuration B only, not shown) -- For Nonbearing Hall Rating - Channel 2 HR FIRE RESISTANCE WALL A55EMBLY END 8" WIDE x FULL U) HEIGHT OF 2 HOUR FIRE RATED e SECTION 1206.3 OF 2020 NYSBG- WALLS, � q shaped, fabricated from min 25 M56 corrosion-protected steel, min 3-1/2 in. wide, min 1-1/4 in. flanges and 1/4 in. return, spaced a max of 24 RE515TANGE WALL A55EMBLY d 3 . PARTITIONS AND FLOOR/GEILING W in. OG. 5tud5 to be cut 3/8 to 3/4 in. less than assembly height. Top and bottom tracks shall be channel shaped, fabricated from min 25 M56 RATED WALL ASSEMBLY DETAIL 2 d A55EMBLIE5 5EPARATINCG DWELLING UNITS 0 corrosion-protected steel, min width to accommodate stud size, with min I in. long legs, attached to floor and ceiling with fasteners 24 in. OG FROM EACH OTHER OR FROM PUBLIC OR ❑ e � SERVICE AREAS SHALL HAVE A 5TG OF 50 w max. 5tuds cross-braced with stud framing at midheight where necessary for clip attachment. Min 3/4 in. separation between steel framing and N.T.S. OFF-515T EXTERIOR WALLS FH2 a. 5R MORE. w area separation wall. f=inish rating has not been evaluated for Steel 5tud5. P4 W (1)#4 HORIZ.REBAR® MID i�ROV I DED STG-60 F 1--11 5. Gypsum Board -- Glossified or Unclassified -- Min 1/2 in. thick, 4 ft wide, applied either horizontally or vertically. Gypsum board attached to 2 HOUR FIRE RATED HEI6HT OF WALL 5TORY e a I II = �.T.� } TYP I GAL FRAME WALL RE515TANGE WALL A55EM5LY a � ANCHOR 50LT5(14 0 m stud* with I-I/4 in. long steel drywall nails spaced 8 in. OG. Vertical joints located over studs. (Optional) Joints covered with paper tape and LONG + 3" HOOK,e' MIN w point compound. Nail heads covered with point compound. SHOWN HATCHED EMBEDMENT) OR ADHE51VE z e NOTE: UL #336 EXGEED5 CURRENT FIRE CODE 6. Attachment Clips -- Aluminum angle, 0.063 in. thick, 2 in. wide with 2 in. and 2-1/4 in. legs. Glip5 secured with Type 5 screws 3/8 in. long to UNIT UNIT 12" FOUNDATION WALL ON 24'x12" ANCHORS W/3"X3'x4" STANDARDS AND REDUCES SOUND TRANSFER u� WA5HER PL ® 24" O/G. "H" studs and with Type H screws 1-1/4 in. long to wood framing through holes provided in clip. UNRATED WINDOWS P.G. FOOTING BETWEEN UNITS W 6A. Glip placement (Item 6) for separation walls up to 23 ft high. Space clips a max of 10 ft OG vertically between wood framing and "H" AND DOORS e v �G�S�og .0 &A. studs. d ti� 65. Gli placement (Item 6) for separation walls u to 44 ft high. ace clips a5 described in Item 6A for upper 24 ft. Remainingwall area ¢/ below requires clips spaced a max 5 ft OG vertically between wood framing and "H" studs. ZOO 6G. Gli lacement (Item 6) for separation walls u to 66 ft high: Space clips as described in Item bA for upper 24 ft. ace cli 5 as HORIZONTAL #4 P P P P g P P PP P ° C/,\ described in item 6B for next 20 ft. below the upper 24 ft. Remaining wall area below require* clips spaced a max Of 40 in. OG vertically V o ,�- ❑ all UNRATED 51DING (TVP) �44 0 23a�o between wood framing and "H" stud*. 1. Non-Bearing Hall Partition Intersection -- (Optional) Two nominal 2 by 4 in. stud or nominal 2 by 6 in. stud nailed together with two Sin. long 4'-0" MIN. 4'-0" MIN. e 2020 NYSBG SECTION 106.5 EXCEPTION #3 UNITS 3 3 . . ��_�-�--�-������..... .•.... . .... IOd nails spaced a max. 16 In. OG. vertically and fastened to one Side of the minimum 2 by 4 in. stud with 3 in. long IOd nails spaced a max 16 2020IN65 EQUIPPED W/NFPA 13 OR NFPA 13 SPRINKLER: JOB NUMBER in. OG. vertically. Intersection between partition wood studs to be flush with the 2 by 4 in. studs. The wall partition wood studs are to be QUILDFIRE RETARDANT TREATED SHEATHING AT 2 HOUR FIRE RATED 2020 NY5BG 5EGTION 106,5 EXCEPTION #2 2 HR FIRE RESISTANCE framed with a second 2 4 in, wood stud fastened with 3 in. Ion 10d nails spaced a max. I6 in. OG. vertically. Maximum one non-bearing wall UNSPRINKLERED BUILDINGS: (MODEL B- 1 1 iLi 2016023 by g p y g RE515TANCE WALL A55EMBLY END S" WIDE x FULL HEIGHT OF FIREWALL FIRE RETARDANT TREATED SHEATHING TO EXTEND 4'-0" partition intersection per stud cavity. Non-bearing wall partition stud depth shall be at a minimum equal to the depth of the wall. 2 HR FIRE RESISTANCE ON BOTH 51DE5 OF 2 HOUR FIRE RATED RESISTANCE RATED WALL ASSEMBLY DETAIL 5 � 3 4 (MODEL. � SHEET NUMBER WALL Ae5EMBLY Bearing the UL GIa55lfication Mark RATED WALL ASSEMBLY DETAIL 3 N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOCATIONS Fw2 'FW� 2 Last Updated on 2010-I0-21 Fw2 USG AREA SEPARATION WALL SYSTEM UL# U336; B-2) Fn D N.T.S. AT FLUSH GONDITION TEST #RAL-TL-88-3 50; STC = 60 W . 1 1 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED