Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
47200-Z
Town of Southold 1/3/2023 P.O.Box 1179 53095 Main Rd way oaf' Southold,New York 11971 �Ol CERTIFICATE OF OCCUPANCY No: 43738 Date: 1/3/2023 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 45 Harvest Pointe Ln Unit 105, Cutchogue SCTM#: 473889 Sec/Block/Lot: 102.1-2-49 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/16/2021 pursuant to which Building Permit No. 47200 dated 12/8/2021 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single-family dwelling with unfinished basement, covered porch, screened porch and attached garage as applied for. (Unit#105) The certificate is issued to Rimor Development LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0159 9/9/2022 ELECTRICAL CERTIFICATE NO. 42200 12/15/2022 PLUMBERS CERTIFICATION DATED 12/14/2022 All of Pl ing Cont tors Inc 0 Ao 'z 'gnature ao�SnEFo`c,t� TOWN OF SOUTHOLD BUILDING DEPARTMENT y�. TOWN CLERK'S OFFICE goy • �� SOUTHOLD, NY poi � yao 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#: 47200 Date: 12/8/2021 Permission is hereby granted to: Rimor Development LLC 1721-D North Ocean Ave Medford, NY 11763 To: construct single-family dwelling as applied for per SCHD & Planning approvals. (A-1 model) At premises located at: 45 Harvest Pointe Ln Unit 105, Cutchogue SCTM #473889 Sec/Block/Lot# 102.1-2-49 Pursuant to application dated 11/16/2021 and approved by the Building Inspector. To expire on 6/9/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,133.20 CO-NEW DWELLING $50.00 Total: $2,183.20 Bui ng Inspector SO(/T�ol Town Hall Annex O Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.devlin(c�town.southold.ny.us Southold,NY 11971-0959 couffm BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Rimor Development LLC Address: 45 Harvest Pointe Ln . Unit 105 city:Cutchogue st: NY zip: 11935 Building Permit#: 47200 Section: 102.1 Block: 2 Lot: 49 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: MTM Electric License No: 3700ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 70 Ceiling Fixtures 17 Bath Exhaust Fan 3 Service 3 ph Hot Water Gas GFCI Recpt 5 Wall Fixtures 5 Smoke Detectors 2 Main Panel 150A A/C Condenser 1 Single Recpt Recessed Fixtures 35 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Gas Ceiling Fan Combo Smoke/CO 4 Transfer Switch UC Lights Dryer Recpt G2S Emergency StrobeHeat Detectors 1 Disconnect 1 Switches 37 4'LED Exit Fixtures Sump Pump Other Equipment: Fridge, Oven, DW, Micro/ Hood, Gas FP, W/D, 150A Panel 30 Circuit/23 Used Notes: Two Story Unfinished Basement Inspector Signature: Date: December 15, 2022 S. Devlin-Cert Electrical Compliance Form 0f Sol/T// �4, Town Hall Annex ,1rz. Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Southold,NY 11971-0959Q y �i,,4a0 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Building Permit No. Owner:�Nmb R M _ ' LL C (Please print) . Plumber: A I-i -su-4o l K j�l � (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (Plumbers Signature) Sworn to before me this day of . 20 NotaryPublic,� Counly �j[dl P,oc�y 1'ubiic,S4ato of d`(or,: Reg.No.09Fto3S836'. Quaiuk;d in Suffolk Count] cornniis—siorlG�pi s�-L1 1� O�aOF SOUIyo Ll l 2.,rjo 5 qAr#6J+'c0-r # # TOWN OF SOUTHOLD BUILDING DEPT. co 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. ( ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O [ ]' RENTAL REMARKS: ofv er r — OKI DATE INSPECTOR C C✓��j OF 50UTy�� i o -><,0000, TOWN OF SOUTHOLD BUILDING DEPT. `ycourmN�' 631-765-1802 INSPECT ON [ UNDATION 1ST [ ROUGH PLBG. [ UNDATION 2ND [ ] INSULATION/CAULKING [ [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: —a- kmW--� �J� O y�-�/ 60 0 1 w� �h q A4;ovl 00 oz Q. o K-i/ / S c DATE W10,11-1, INSPECTO S SOUTyO� o I1� k # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPEC ION [ ] FOUNDATION 1ST ROUGH PLBG. [ ] FOUNDATION 2ND [ INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL R MARKS: 02 lok ptvvg64ox _0�1_v/ WPM �qs , 4�C*A 6d 0,4 C a(, " � q NINA DATE INSPECTOR SOUIyO� vwa v lV # f TOWN OF SOUTHOLD BUILDING DEPT. cou631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: o worl DATE [A °���y� INSPECTOR ho�aOF SOUTyO� L4- LW` L-4 5 -AZ�vc,c # * TOWN OF SOUTHOLD BUILDING DEPT. cou631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: G p� O Vel- ,. I �-p A'S ZZ 7, DATE / S 2 INSPECTOR H.o.me Energy. Rating Certificate Property HERS Harvest Pointe Rating Type; Confirmed Certified Energy Rater: Michael Fauci 45 Harvest Pointe Ln Rating Date: 2022-12-15 Rating Number: MC193 Cutchogue, NY 11935 Registry ID: 474464292 Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 58 Heating 60.1 $113 7% General Information Cooling 1.4 $82 5% Conditioned Area 3757 sq. ft. House Type Single-family detached Hot Water 12.4 $13 1% Conditioned Volume 42016 cubic ft. Foundation Conditioned basement Lights/Appliances: 24.6 $1183. 78% Bedrooms 3 Photovoltaics 0.0 $0 0% Service Charges $120 8% Mechanical Systemsfeatures Total 98.5 $1512' 100% Water Heating: Conventional, Natural gas, 0.69 EF, 75.0 Gal. Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. Criteria Cooling: Air conditioner,.Electric', 16.0 SEER. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 87.00 CFM25 ECCC New York State 2020 Ventilation System Exhaust Only: 96.cfm, 30.0'watts. Programmable Thermostat Heat=Yes; Cool=Yes Building Shell Features Ceiling Flat I R-37.7 Slab R-0.0 Edge, R .0 )de Sealed Attic NA Exposed Floor NA Vaulted Ceiling NA Window Type U Value: 90, SH280Above GradeWalls R-21.0Infiltration Rate 1766 CF 90 (2.52 Foundation Walls R-13.0 Method Blower r Michael Fauci Energy Testing Services Lights and Appliance Features 1648 Locust Ave, Unit E Interior.Fluor Lighting (%) 0.0 Range/Oven Fuel Natural as 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 3.49 Dishwasher(kWh/yr) 270 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REM/Rate- Residential Energy Analysis and Rating Software v16.3.4 This information does not constitute any warranty of energy costs or savings. ©1985-2022 NORESCO, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. NY-ECCC 2020 Certificate 45 Harvest Pointe Ln, Cutchogue, NY-11935 Building Envelope Insulation_ . Ceiling Y. R-37.7 . Above.Grade Walls . R-21.0 Foundation Walls R-13.0 Exposed Floor NA Slab R-0.0 Edge, R-0.0 Under Infiltration 1766 CFM50 Duct R-8.0 Total Duct Leakage 87,00 CFM @ 25 Pascals Window Data U-Factor 'SHGC' • . Window 0.290 . 0.280 . Mech_anical.Equipment _ HEAT: Fuel-fired.air distribution; Natural_gas, 95.0 AFUE. _COOL: Air conditioner, Electric, 16:0 SEER. DHM Conventional, Natural gas, 0:69 EF, 750 Gal. HERS Index: 58• Builder or Design Pro io Signature. . . REM/Rate• Residential Energy Analysis and Rating Software v16.3.4 �. • Energy Testing Services 2022 Combustion Safety Testing Form Certified Home Address: 45 Harvest Pointe Ln City: Cutchogue Builder Name: Harvest Pointe Builder Tracking# Combustion Appliance Zone(CAZ)# of Location of this CAZ: Basement (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 2022-12-15 Outdoors Temp During Test: 41 OF CAZ Depressurization (NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: N/A PPM Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes❑ No❑✓ Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: Heating System Primary: Yes❑✓ No❑ Type: Furnace W1 l Boiler❑Heat Pump Q Other❑ Efficiency t Fuel Type z Venting Types Dra 1 Sin Ilaee Sin llaQe CO CO Circle Type) Pascal (Worst Case atural (Worst Case (Natural) Ratine:95•0 N❑✓ P❑O❑E❑ NQ�M❑S_2 NSA Pa. Pass❑✓ Fail❑_ PassR Fail❑ N/A Ppm NIA PPM Yes ❑✓ Tie: Standard Tank ✓❑Indirect OTankless El Size: 75.0 Style Common Vent ElWater Heater Primary: No Instantaneous❑Commercial (See Note 5below) (Gallons) 4 Stand Alone Q Efficiency s Fuel Type z venting Type 3 DraftSpillage llage Spillage(Natural) CO CO (Circle Type) (Pascal) (Worse Case) (Worse Case) (Natural) EF: 0.69 N@P❑OaEI] N❑MQSQ N/A Pa. Pass OFail❑ PassOFail[] N/A PPM N/A PPM Oven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes n No❑✓ Oven CO 1 PPM Ambient CO(During Oven CO Testing) o PPM t Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal z Fuel Type. N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper , M =Mechanically Assisted S =Sealed(Two Pipe) NOTE: If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. a Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) S Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE: If Water Heater Type is"Commercial"and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial'and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Michael Faucl Rater Number: 8619824 Rater Signature: Date: 2022-12-16 Job: - Manual S Compliance Reportwrightsofto Date: Oct.21,2022 Entre,House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Project • • For: Unit 105-45 Harvest Pointe Lane, Cutchogue, NY 11935, Cooling Equipment Design Conditions Outdoor design DB: 83.0°F Sensible gain: 17582 Btuh Entering coil DB: 76.0°F Outdoor design WB: 71.0°F Latent gain: 3500 Btuh Entering coil WB: 63.5°F Indoor design DB: 75.0°F Total gain: 21082 Btuh Indoor RH: 50% Estimated airflow: 800 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Generic Model: SEER 16.0 Actual airflow: 800 cfm Sensible capacity: 16800 Btuh96% of load Latent capacity: 7200 Btuh 206% of load Total capacity: 24000 Btuh 114% of load SHR: 70% Heat • Equ ipment Design Conditions Outdoor design DB: 10.0°F Heat loss: 46217 Btuh Entering coil DB: 63.1°F Indoor design DB: 68.07 Manufacturer's Performance Data at Actual Design Conditions- Equipment type: Gas furnace Manufacturer: Generic Model: AFUE 92 Actual airflow: 875 cfm Output capacity: 48000 Btuh 104% of load Temp. rise: 50 °F Meets all requirements of ACCA Manual S. wrightsoft� 2022-Oct-21 16:43:43 1- ,Mvti� Right-Suite®Universal 201.8 18.0.32 RSU20066 Page 1 /1ti�+K...Model Al MAN JSD\RimorModel Al MAN JSD.JA.rup .calc=MJ8 Front Door faces: W Residential Plans . _ _ • rm ACCK. - - Form Examiner•. • Equipment, 15 Mar 09 ar0rmai96m3msdwmas Header Information Contractor: Energy Testing Services LLC REQUIREb 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 E .No M Building plan#: Manual D Friction Rate Worksheet: Yes Ei No F-1 Duct distribution sketch: Yes 0 No n Home address(Street or Lot#,Block,Subdivision):Model Holly A1,Cutchogue, NY 11935 HVAC • ■ CALCULATION Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature: 10 IF Orientation: Front Door faces West Indoor temperature: 68 *F North,East,West,South,Northeast,Northwest,Southeast,Southwest Total heat loss: 46217 Btuh Number of bedrooms: " . 3 Conditioned floor area: 3788 ft' Summer Design Conditions Number of occupants: 3 Outdoor temperature: 83 °F Indoor temperature: 75 'F Windows Roof Grains difference: 30 ,gr/lb @50% RH Eave overhang depth: 1,0 ft Sensible heat gain: 19979 Btuh Internal shade: blinds.. Blinds,drapes,etc. Eava Latent heat gain: 3977 Btuh Depth Window Total heat gain: 23957 Btuh Number of skylights: 0 HVAC EQUIPMENT • 41 Heatinq Equipment Data 'Cooling Equipment Data Blower Data Equipment type: Gas furnace Equipment type: SplitAC Heating cfm: 875 Fumace,Heat pump,Boiler,etc. Air Conditioner,Heat pump,etc. Cooling cfm: 800. Model: Generic Model: Generic Static pressure: 0.60 in H2O AFUE 92 SEER 16.0+ Fan's rated external static pressure for design airflow Heating output capacity: 48000 Btuh Total cooling capacity: 0 Btuh' Heat pumps-capacity at winter design outdoor conditions " Sensible cooling capacity: 0 Btuh Aux heating output capacity: 0 Btuh Latent cooling capacity: 0 Btuh HVAC DUCT DISTRIBUTION SYSTEM ■ 61 Design airflow: 875 cfm Longest supply duct: 478 ft Duct Materials Used Equipment design ESP: 0.60 in H2O Longest return duct: 201 ft Trunk duct: Sheet metal Total device pressure losses: -0.6 in H2O Total effective length(TEL): 879 ft Available static pressure(ASP): 0.01 in H2O Friction rate: 0.001 in/100ft Branch duct: Round flex metal,Sheet metal Friction Rate=ASP-(TEL x 100) I declare the load calculation,equipment,equipment selection and duct design were rigorously performed based on the building plan listed,above. I understand the claims made on these forms will be subject to review and verification. contractor's printed name: Contractor's signature: Date: Reserved for County,Town Municipality orAuthority having jurisdiction use. *Home qualifies for MJ1AE Form based on Abridged Edition Checklist W,rttg~tso • Ri ht-Suite®Universal"2018 18.0.32 RSU20066 orm - -�- wrightsoft® -Load Short FDate:e: Oct.21,zozz Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Project • • For: Unit 105.-45 Harvest'Pointe Lane, Cutchogue, NY 11935 Design Information Htg Clg Infiltration Outside db(°F) 10 83 Method Blower door Inside db(°F) 68 75 Shielding/stories 3(partial) /2 Design TD (°F) 58 8 Pressure/AVF 50 Pa/ 1422 cfm Daily range - M Inside humidity (%) 50 50 Moisture difference(gr/Ib) 44 .30 HEATING EQUIPMENT COOLING EQUIPMENT Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16.0 AHRI ref Coil AHRI ref Efficiency 92AFU.E Efficiency 12.8_EER, 16 SEER Heating input .52174 Btuh Sensible cooling 16800 Btuh Heating output 48000 Btuh Latent cooling 7200 Btuh Temperature rise 50 °F Total cooling 24000 Btuh Actual air flow 875 cfm Actual air flow 800 cfm Airflow factor 0.021 cfm/Btuh Air flow.factor 0.047 cfm/Btuh Static pressure 0.60 in H2O Static pressure. 0.60 in H2O Space thermostat Load sensible heat ratio 0.83 ROOM NAME Area Htg load Clg load . . Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Basement 1743 10447 431 218 20 Breakfast Area 125 3970 1781 83 84 Bed 2 194. 3448 '1618 72 76 Bath 1 54 474 87 10 4 Kitchen 178 '1661 1755 35 .83 Living Room. 368 5756 2909 120 . 137 Foyer 135 4074 2655 85 125 Laundry 44 781 609 16 29 WIC 2 42 485 38 10 2 Stair 71. 0 0. 0 0 WIC-1 32 625 66 13 3 Master Bed 302 4067 1863' 85. 88 Master Bath 137 1356 894 28 42 Half 62 0 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - wrilghtsoftm 2022-Oct-2116:43:43 Right-Suite®.Universal 2018 18.0.32 RSU20066 Page 1 ACCK...Model Al MAN JSD\Rimor Model Al MAN JSD JA.rup Calc=MJ8.Front Door faces: W Bath 2 45 1098 311 23 15 Bed 3 129 2619 1428 55 67 Loft 127 1035 539 22 25 ..Entire House 3788 41896 16986 875 800 Other equip loads 4320 596 Equip:_@ . 0.88 RSM .15472 . Latent cooling 3500 TOTALS 3788 46217 18972 875 800 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -*-wrightsoft" 2022-Oct-21 16:43:43 Right-Suite®Universal 2018 18;0.32 RSU20066 Page 2 /�iC�...Model Al MAN JSD\Rimor.Model Ai MAN JS JA.rup Calc=MJ8 Front Door faces: W Project Summar Job: wrights0 y Date: Oct.21,2022 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Project Information For: Unit 105-45 Harvest Pointe Lane, Cutchogue,.NY 11.935 N otes: Weather: Suffolk Co.Ap, East Quogue(Islip Dd), NY, US Winter Design Conditions Summer Design Conditions Outside db 10 °F Outside db 83 °F Inside.db 68 'F Inside db 75 'F .Design TD. 58 'F Design TD 8 °F Daily range M Relative humidity 50 % Moisture difference 30 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure' 40897 Btuh Structure 16210 Btuh Ducts -999 Btuh Ducts 776 Btuh Central vent (68 cfm) 4320 Btuh. Centralvent(68 cfm) 596 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0' Btuh Equipment load 46217 Btuh Use manufacturer's data n Rate/swing multiplier 0.88 Infiltration Equipment sensible load 15472 Btuh Method. Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3( artial) /2 Pressure/AVF 50 Pa 1422 cfm Structure 1968 Btuh Ducts 134 Btuh Central.vent(68 cfm) 1398 Btuh Heating Cooling Outside air. Area,(ft') 3788 3788 . Equipment latent load 3500 Btuh Volume(ft') 28430 28430 Air changes/hour 0.32 0.14 Equipment Total.Load (Sen+Lat) 18972 Btuh Equiv.AVF (cfm) 150 66 Req..total capacity at 0.70 SHR 1.8 ton Heating Equipment Summary Cooling Equipment Summary Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16.0 AHRI ref Coil. AHRI ref Efficiency 92AFUE Efficiency 12.8 EER, 16 SEER Heating input 52174 .Btuh Sensible cooling 16800 Btuh Heating output 48000 Btuh Latent cooling 7200 Btuh Temperature rise 50 'F Total cooling 24000 Btuh Actual air flow ..875 cfm Actual air flow 800 cfm Air flow factor 0.021 cfm/Btuh_ Air flow factor 0.047 cfm/Btuh Static pressure 0.60. in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.83 Calculations approved-by ACCA to meet all requirements'of Manual J 8th Ed. -�- "rilghtsoft^ 6: 2022-Oct-21 1age 1 += Right-Suite®Universal 2018 18:0:32 RSU20066 Page 1 CA...Model Al MAN JSD1Rimor Model Al MAN JSD JA.rup Calc=MJ8 Front Door faces: W N Second Floor Bed 3 F 81 dm 129 cfm 30 dm Loft . 6x16 p Riser Ret Riser 28 cfm 10", 6x16 2 4 Stair Up Job#: Scale: 1 :106 Performed by Energy Testing Services L... Energy Testing Services LLC Page 1 1648-A Locust Ave Right-Suite®Universal 2018 Unit 66 45 Hary�gt Poste Lane; Bohemia,NY 11716 18.0.32 RSU20066 uTchogue,NY 11y35 2022-0ct-21 16:43:59 ...SD\Rimor Model Al MAN JSD.JA.rup I N Main Floor Broan Exhaust Fan Model L150 68CFM Energy Star Y c m Continuous Use Timer 1 Breakfast Area 01 dm L51 cfm 1182 cfm �82 Im Master Bath Master Bed �99 cfm �., cfm IGtchen Living Room Hall SU2F3aer WIC 1 �16cf undry 34 cfm .WIC 2 12th 1 7 cfm Stair Foyer Bed 2 Garage Ik91 cfm 8• .lob#: Energy Testing Services LLC Scale: 1 : 106 Performed by Energy Testing Services L... Page 2 1648-A Locust Ave Right-Suite®Universal 2016 Unit&0116 44U F&arNvF, We Lane, Bohemia,NY 11716 18.0.32 RSU20066 ' 2022-0ct-21 16:43:59 SD\Rimor Model Al MAN JSD JA.rup N. -Basement Make.up air-68 rGnn Skuttle Model 2161 262 cfm. 6,. 9.. 6 14„ 6" 8 8 1x16 10'1 9„36x1 6 q0 4" 4" 4 26" Basen ant 8 up Riser Ret Riser 10, 4x16 10" 9„ 87 dm• 87 cfm LL87cfm . Job#: Energy Testing Services LLC Scale: 1 106 Performed by Energy Testing Services L... Page 3 1648-A Locust Ave Right-Suite®Universal 2018 Unit 905 45 Ha st pp �to Lane, Bohemia,NY 11716 18.0.32 RSU20066 1 u5chogue,�eY t 1SD\Rimor Model Al MAN JSD JA.rup Duct System SummaryJob: wrightsoft Date: Oct.21,2022 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Project • • For: Unit 105=45 Harvest Pointe Lane, Cutchogue, NY 11935 Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.59 in H2O 0.59 in H2O Available static pressure 0.01 in H2O 0.01 in H2O Supply/.return*available pressure 0.007./0.003 in H2O 0.007/0.003 in H2O Lowest friction rate 0.001. in/100ft 0.001 in/100ft Actual air flow 875 cfm 800 cfm Total effective length (TEL) 679 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln(ft) Trunk Basement h 144 87 8 0 0 OX 0 MtFx 0 0 easement-A h 3482 87 8' 0.004 8.0 Ox 0 MtFX 23.8 160.0 st2 easement-B h 3482 87 8 0.003 11.6 16X 4 ShMt 48.5 225.0 st2 Bath 1 h 474 12 5 0.006 4.0 Ox 0 MtFx 16.0 95.0 Bath 2 h 1098 28 18 0.002 5.0 OX 0 MtFx 66.5 400.0 st8 Bed 2 c 1618 86 . 91 0.006 9.0 Ox 0 MtFx 31.5 95.0 Bed 3 c 1428 66 ' 81 0.001 8.0 OX 0 MtFx 76.3 400.0 st7 Breakfast Area c 1781 99 101 0.003 9.0 OX 0 MtFx 16.8 225.0' st2 Foyer c - 2655 102 150 0.003 10.0 OX 0 MtFx 43.8 205.0 st2 Kitchen c ` 1755 42 99 0:007 9.0 OX 0 MtFx. 2.3 95.0 Laundry c 609 .20 34 0.002 5.0 Ox 0 MtFx 48.8 315.0 st2A Living Room c 1455 72 82 0.002 8.0 OX 0 MtFx 25.8 325.0 st2A Living Room-A c 1455 72 82 0.003 8.0 OX 0 MtFx 15.5 215.0 st2 Loft c 539 26 30 0.001 5.0 Ox 0 MtFx 68.0 410.0. st7 Master Bath c 894 34 , 51 0.002 .6.0 OX 0 MtFx 38.3 325.0 st2A Master Bed c 932 51' 53 0.002 6.0 Ox 0 - . MtFx 53.0 295.0 st5A Master Bed-A c 932 51 53 0.002 6.0 OX 0 MtFx 52.8 300.0 st5 WIG 1 h 625 16 4. 0.002 4.0 Ox 0 MtFx 58.8 325.0 st5 WIC 2 h 485 12 2 0.002 4.0 Ox 0 MtFx 56.0 290.0 st5 Bold/italic values have been manually overridden wrightsoftW 2022-Oct-2116:43:43 Right-Suite®Universal 2018 18.0.32 RSU20066 Page 1 . ACOA...Model All MAN JSD\Rimor Model Al MAN JSD JA.rup Calc=MJ8 Front Door faces: W Supply Detail Table Trunk Htg Clg Design Veloc' Diam H x W Duct Name Type (cfm) (cfm). FR (fpm) (in) (in) Material Trunk st6 Peak AVF 119 129 0.001 236 10.0. OJx 0 ShtMetl st2A st5 Peak AVF 130 111 0.002 238 10.0 0 x 0 ShtMetl st2A st5A Peak AVF 51 53 0.002 268 6.0 0 x .0 ShtMetl . st5 st2 Peak AVF 823 756 0.001 206 29.9 16.'ic` 36 ShtMetl 'st2A. Peak AVF 375 407. 0.001 204 23.0 16 x .18 . ShtMetl 'st2 st7 Peak AVF 92 111 0.001 167 14.2 16 .x 6 ShtMetl st6 st8. Peak AVF 28 18. 0.002 41 8.4 16 x 6 ShtMetl st6 TableReturn Branch Detail Grille Htg Clg TEL Design Veloc Diam H.x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb3 Ox 0_ 669 807 201.0 0.001 219 26.0 Ox 0 MtFx rt2. rb2 Ox 0 119 129 199.3. 0.001 236, 10.0 Ox 0 MtFx rt2A rb1 Ox 0 262 24 1 83.3 1 0.004 245 14.0 Ox 0 1 MtFx TableReturn Trunk Detail Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm).. FR (fpm) (in) (in) Material Trunk rt2 Peak AVF -788 936 0.001 219 .28:0 . 0 x 0 ShtMetl rt2A Peak AVF 119 129 0.001 236 10.0 0 x 0 ShtMetl rt2 wrightsoft°' 2022-Oct-21 16:43:43 Right-Suite®Universal 2018 18.0.32 RSU20066 ._ Page 2 /'M1i{A1...Model Al MAN JSD\Rimor Model'Ai MAN JSD JA.rup Calc=MJ8 Front Door faces: W MECHANICAL CORPORATION HEATING AND AIN CONDITIONING March 11, 2019 Michael J. Verity Town of Southhold Building Department Town Hall Annex Building 54375 Route 25 Southhold, NY 11971 Tel: (631) 765-1802 Fax: (631) 765-9502 Subject: Harvest Point Residential Units Dear Mr. Verity Please be advised that the basements of all the residential units at the above referenced project have been included in our Manual J load calculations. Best regards, Louis DeSantis President i 20 Feldland Street, Bohemia, NY 11716• (631)563-1298 • Fax: (631) 563-2954 �) GRCH A►RcHITECTURE PC 3750 EXPRESS DRiVE SOUTH SUITe 202 ISLANDIA, IVY 11749 WWW.QRCHARCHITECT�REXOM 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 insul tion 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 t Rim Joist: Sill Plates Headers and Rim Joist (Residential Code Section R316.5.11 Maximum thickness 3 %I" (provided ± ") Flame spread index 25 or less and smoke-development index of 450 or less is provided: Provided/Installed Bayseal Closed CeII Spray Foam Insulation report less than 4" (see products sheet) provides flame spread index of 25 or less and smol<eldevelopment index less than 450 in accordance with ASTME84. I Draped Foundation Wal Insulation Blanket (Residential Code Section R302.10.1 Insulation materials, Inc�uding 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, II � D ARc 4� 40 CIA Glen Cherve• y i IA, LEE AP Principal '9 02381 NE��0 T�oF GRCH /ARCHITECTURE PC A 3750 EXPRESS DRIVE SOUTH -}� SUITE 202 L ISLAn1DlA, NY 11749 WW W.GRCHARCHITECTURE.COM (631)8643395 May 01, 2022 Town of Southold Building Department 53095 Main Rd P.O. Box 1179 Southold, NY 11971 Attn. Michael Verity Chief Building Inspector Re: Harvest Pointe at Cutchogue Basement Code Conformance Unit# 105 —Permit#47200 Dear Inspector Verity: Please be advised that the basements of the above referenced units constructed on site meet the requirements for conditioned space as defined in the 2020 Energy Conservation Construction Code of New York State, R402.2.9 Basement walls. Walls associated with conditioned basements shall be insulated from the top of the basement wall down to 10 feet(3048 mm) below grade or to the basement floor, whichever is less. espectfully ubmitted, ,��RED ARc �Zc X Glen.C e eny, AIA, LEED AP Princi I N "' 023811 y0 OF NEIN GRCH ARCHITECTURE.PC 3750 EXPRESS DRIVE SOUTH SUITE 202 ISLANDIA,,NY 11749 WWW GRCHARCHITECTURE ZOM .(631)864-3395 May 01, 2022 Town of Southold Building Department 53095 Route 25 -PO Box 1179 Southold, NY 11971 Att: Mr. Michael Verity Chief Building Inspector Re: Harvest Pointe at Cutchogue Screened in Rear Covered Porch Unit# 105—Permit#47200 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. Respectf ly submitted, E.D Ah'Cy� C9�� CgtiRT Cyc� 0 2� A►• Cherveny,AIA, LEED AP' Pr. cipal N 023810 Q� OF NE�y AM .......... ys ,�0.1 1 1 �i � Y t + r �'• as by"{y � y w' ri 4K f�' n �n 4.t �r ,r • F• � _ s.. ,��s � r •sR ,..I� .� �kr� a .g,:y, w��� '. �... Shy������x �%t °; e � 1� 14��-•l � ��.- t' • 4_, d\0\1410 uv� IID5 X v f � Y 4 Y s f �{ - f y .,dam - - -x • _i '` _ 51je:. U/uf )O!Co r` Lilt" j: mr 12-! �t17 elf � da --------------------- W_ - i i ' 4 F: r a — w W—P U""Oxc+ 14 14 1 iiiiiij SII ar •- ..— .:. M.- _ - --nom ..,..�._. w s ,r a t(, ti µ �N resR U,.Lt4 A /O� A4-1d ys E, 4 f v = O ;= SCOTT A. RUSSELL MICHAEL M. COLLINS, P.E. SUPERVISOR a.• �, • '..�` ^�� TOWN ENGINEER a.. TOWN HALL - 53095 MAIN ROAD TOWN OF SOUTHOLD,NEW YORK 11971 Tel. (631)-765-1560 i Fox. (631)-765-9015 Mi HAI Cnl''l IT`S..c,Tl�1V1�S()l1THOl.D.N135 µ OFFICE OF THE ENGINEER TOWN OF SOUTHOLD Brian Cummings September 28, 2022 Planner Southold Town Planning Department 54375 Main Road Southold, New York 11971 Re: Harvest Pointe—Units 95-98 & 105-110 Chapter 236 Inspection Dear Mr. Cummings: I have inspected Harvest Pointe and determined that the developer has achieved final stabilization for the driveways,front yard areas and side yard areas of units 95-98& 105-110. The rear yard areas have not achieved final stabilization but have been seeded and should be fully stabilized within two weeks. Due to the location of the units, any stormwater runoff from areas that have not yet achieved final stabilization will not migrate off site. Therefore,the Engineering Department has no objection to Certificates of Occupancy being issued for these ten (10) units at this time. If you have any questions concerning this review please do not hesitate to contact my office at(631)765-1560. Sincerely; . Michael M:: olllfts, P.E:. 'town En g1heer cc: Michael Verity, Chief Building Inspector OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex OF soar P.O.Box 1179 54375 State Route 25 ��� y®1 Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) O Southold NY Telephone:631765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD October 4, 2022 Mr. Henry Alia Rimor Development LLC P.O. Box 908 Cutchogue, NY 11935 Re: Site Plan Inspection, Certificates of Occupancy Units 95— 98, 105 — 110 The Heritage @ Cutchogue aka Harvest Pointe 75 Schoolhouse Rd., corner of Schoolhouse Rd. & Griffing St., Cutchogue Dear Mr. Alia: The Planning Board has found that the requirements for Units # 95 — 98 and 105 — 110 of the above-referenced Residential Site Plan have been completed based on the site inspection made on September 28, 2022 and the subsequent work session on October 3, 2022. These units and the supporting infrastructure on site are now in general conformance with the approved site plan dated September 26, 2017 and the Planning Board supports the issuance of a Certificate of Occupancy for these ten (10) units. Please note that there are many ongoing conditions of the site plan approval, with the most relevant to the occupancy of the residential units being no parking of vehicles, equipment, or dumpsters and no staging of materials on the internal streets being used by residents. These conditions will continue to be enforced. This letter does not condone any changes from the approved site plan and approvals from other agencies. Please call the Planning Department with any questions. s ectful Donald J. i censki Chairman cc: Michael Verity; Chief Building Inspector Michael Collins, Town Engineer e e e a � ® • � e e e ��� -— 1 i 17 M MA ; . ' , / • • e 0 ''� Il. !A • OWMP e a e �®�I��i r� • , ���® mss.•' � _ 6'���� � �, Tr INSULATI 191,19M Mt VUJM e . . ]:STATE ° ee r0 IISI M-71VA '��d _ • ee ® ® a WAA � r ®c�fFOLq TOWN OF SOUTHOLD-BTJII,DING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631)765-1802 Fax(631) 765-9502 htti)s://www.southoldtownny.mov For Office Use Only ® ataeceived n /J PERMIT NO. D Building Inspector: hA /I N[lV q�� II JJ�n/ �% i «�l Applications and forms must be filled out in their entirety.Incomplete applicationsBUILDING will not be accepted. Where the Applicant is not the owner,an Owner's TOWN OFSOU HALO Authorization form(Page 2)shall be completed. APPLICATION FOR BUILDING PERMIT Date: J-( OWNER(S)OF PROPERTY: Name: Rimor Development Tax Map#:SCTM#1000- 102.01 - 02- Physical Address: M-t lC4 ILUV- lad CJ1.L-tc qLe, (� l 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 ❑Demolition Estimated Cost of Project: ❑Other $300,000.00 Will the lot be re-graded? 2Yes []No Will excess fill be removed from premises? ❑Yes 2No 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? { Yes ❑No IF YES, PROVIDE A COPY. on file vAth building department 0 Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance ofthe Town of Southold,Suffolk,County,Newyork and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspe ors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 0. of the New York State Penal Law. 1. Application Submitted By(print name): e ry Alia I2Authorized Agent ❑Owner Signature of Applicant: Date: b 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 &VAQ-1 20d- :L-4 Notary Public SHERRY PIRONE PROPERTY OWNER AUTHOR JRfMPUBLIC,STATE OF NEW YORK ,ration No. 01P16388308 (Where the applicant is not the owner�ualified in Suffolk County Commission Expires March 04,2023 I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name CONSENT TO INSPECTION k—Wthe undersigned, do(es)hereby state: Owner(s)Name(s) That the undersigned(is) (are)the owner(s)of the premiseZD ' e T w of Southold,located at Q�_ f�Dw�(-� l which is shown and designated on the Suffolk County Tax Map as istri1000, Section IP ,O 1 ,Block— Lot.. IC)qq. That the undersigned(has) (have)filed, or cause to be filed, an application in the Southold Town Building Inspe tor's Officefor the fAllowing;, That the undersigned do(es)hereby give consent to the Building Inspectors of the Town of Southold to enter upon the above described property, including any and all buildings located thereon,to conduct such inspections as they may deem necessary with respect to the aforesaid application, including inspections to determine that said premises comply with all of the laws, ordinances, rules and regulations of the Town of Southold. The undersigned, in consenting to such inspections, do(es) so with the knowledge and understanding that any information obtained in the conduct of such inspections may be used in subsequent prosecutions for violations of the laws, ordinances,rules or regulations of the Town of Southold. Dated: `O ( i tur 4( r nt Na e) (Signature) (Print Name) A o�su�f of o BUILDING DEPARTMENT-Electrical Inspector a TOWN OF SOUTHOLD CIO Town Hall Annex - 54375 Main Road - PO Box 1179. Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 roger.richerttccD-town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: ` l ,o Iej Date: Company Name: C Name: License No.- bb ry, email: "'"M, e Jec �; C Address: Phone No.: - a c� � 1p JOB SITE INFORM; 16ON: (All Information Required) Name: \NbQ�iw , . Address: GtRvt4i UAB #10�)s 4 Cross Street: ` l I Sino x Lci Phone No.: - BIdg.Permit#: 7 email: Tax Map District: 1000 Section: �� Block: BRIEF DESCRIPTION OF WORK(Please Print Clearly) Circle All That Apply, Is job ready for inspection?: _YES DN O Rough In Final Do you need a Temp Certificate?: (IE NO Issued On Tamp lnformati® � (All information required) Service Size1 P 3 Ph Size: T� d A # Meters Old Meter# ew Servi e - Fire Reconnect- Flood Reconnect- Service Reconnected -Underground - Overhead Underground Laterals(T) 2 H Frame Pale Work done on Service? Y N Additional Information: -/D) P�' AYMENT DUE WITH APPLICATION i- P w DECLLZ 2 0 2021 5 82-ReffiOFRRRgPtp Form. 16-0' N SOUTH6LD ����� �,;�c,%SFF01i( BUILDING DEPARTMENT- Electrical Inspector, TOWN OF SOUTHOLD o Town Hall Annex - 54375,-Main Road - PO Box 1179 o ' Southold, New York 11971-0959 WTelephone (631) 765-1802 - FAX (631) 765-9502 rogerr southoldtownn ..gov — seand(cDsoutholdtownny.Qov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: Electrician's Name: License No.: Elec. email: . Elec. Phone No: ❑I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: Address: Cross Street: Phone No.: Bldg.Permit#: email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: Is job ready for inspection?: 11YES ❑ NO F—]RoughIn ❑ Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) Service Size 71 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service[-]Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 FJ2 El H Frame Pole Work done on Service? Y N Additional information: PAYMENT DUE WITH APPLICATION PERMIT # Address: Switches Outlets GFI's S Surface I� 7 Sconces HH's UC Lts Fans Fridge HW C/ Exhaust �1 ,I j Oven �'t't� W/D Smokes DW Mini Carbon Micro I 'd�j Generator Combo' `IIA "1 Cooktop' Transfer ACI AH Hood Service Amps Have Used Special: trli--�� ) r y-6 Comments �J r'r' 01f F Vv �V h. y, BUILDING DEPARTMENT- Electrical Inspector _N TOWN OF SOUTHOLD v • ,, Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Q� r� r Telephone (631) 765-1802 Temporary Certificate # 1 S Date _ I 0 2022 Customer Name'. Electrician Name ` -t IG Addbi ress y S Phone - e-mail le-mail L0 A b " - . coil Phone ILicense # Size ISO A Phase 1 Overhead Underground # of Meters Remarks #of Underground Laterals 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect I Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 days from the date above. Authorized by • . !�! J L. .. I iLAs { LA 3"•';rte y ?'"ll/',�' — PROPOSED BUMP i OUT FOR PARKING (TYP.) ' sr,rt { 39.22' 97 99 A0f� �,y 98 -L A TYPE FLUSH MIN. WITH {'' " B—D RAMP o N crnv BBC SIDEWAL ;d4k ;` cy 'ems 3 ;':. "{��;k{4 ;.f,5 :,r.., ( ) R73XR (TYP.� R7yXl., ,,t. g-z [� i :�"' .xw, k,.ryy.; :y;jr:��si; `�i''�?N"1r,ts's' "":v,:. 1.�f-„ •.F.. �'��.StiA.. .a�:� .��1•. ,.C .rw; +`+vSt'n:i, vnt,.;i?a.),a..tiA.�;�'i:.'4t`�.:,.3;,y t4.,-.t'�:?a, e „7..q:R�-'� .�.'u,.�"r..,,�"�"b .rs;•'s• �i.,?�.,., - y :�£ �'t r �^ .,C .,i!' ':•<`G. .1 x..} ,symA=:.�..4F L;r "b��,.,�._ '.G....�.y,-r.. ,�-` t FyL r't. rpt�? ,i;.,Fa S „�•,li_b i 1.7<ay,k',.. 1 H'"x c y,�."^'`i �. .:0.4rS..',n�t,y .e,'�.P.:�. :-Q:ii' ,:%4iY.i...'+^``pti,"•tk":p✓vwi'riCi .'�, ?�3.��:"1•.F)',:;L S •.�U. ro�., `:e�i �� .tt.e,t., ,.,f,^ tl is"lit .G°" 8', vrz- 'ai,• .x;><.a.,•�'xr.:r. ��<�. ,.:Y�+. SA�,. ::M "`�+rc-'t�D.'y'?�. i?y�.rnr.:..`i ...�1-,-�� .xfs n��.'�:�.:�'. •u;,.a.�x::tysF,�,L, ��.p,,.,,a,c�,,.a,;..,,a ,.>,,n,"�; �J,, c�„ ,�;:w, ;,i' Y „ti .`. aj$s»'t` .7,zi:;.<.; .�.i-,.�•,.:�„c... a V.'%4:t:, .fit jY�f.;Yv,,.4:t•q.; �.[^�I::fi„ 4.F4ta;l,ei�;w.} !ko .,j.�J/i".n�,^,�,�4}. ��ii t .1`ya„I;.'•5,� `:'9.�^.4.v`?`�c,.•�r �f, cri f, '�7. ^ �,r a.. C•... �,'�,: '' •at ,t >.:.t« �, ,.,r;,.. :n_ ''ez^,�-:`• •fi.' x'."*....x'.! ”>..r ,y• -'*.,""s.•"i"'j:." M'w.i.r:: "'15:: ,.''.��`' /y yy,.d ;ke ^:'r ';` ';; .a• _ 5�,...e 't5 '" ,� ,.3y.y„i'' ' fP°;y '•,;!7., r.•:':a,.tiN,.k,,. .s<,zvs�` ,u, :,� n �w.,� r��.' "':.i!? ,.� �i+i: �, ;:Fx., nro�: ';3�-,,t, .?•�;:�:9" :.�w „c4^a ':dMs .�rtiw. .�`,+s` -�,.;� .M.- "� : -•se ;,.^r;,'+,-.^. .s,.b;?.+,.K ,.riy�, +�``..�'i„ ;'',C t�: .y.:. ,'!�".�. +.x.,pp�n �t "'�`. .i:�•.r,g•t vt.. .,��;: .',.,p..; ,e.a.ax•'arv+Uv;°i. ;:{, f-�?�'•�`�Q�s:.�r�'s;•,, z.;,E4`a�.t`,.,g,1 qc..::•.�",:,,.�_ p� :v ,.,Ev`', s .t'_ �y ,I :+s"•.? �., ;.��'• ��r<:c.. :.rrq= w:?.Y.'�s4^r:.",� - s .s•. ';.�" _•'7i...t,. a�..f��f,� .ua..:.,ii`.r,sv'h.. �..��Li,,:,Y�R;:J'u•S.•,J"��,r,wi.,p ?.. eY."n9".. h Nh7.r $, t.1ry �`�t1� ��5'�.^ `i�%;;S-�:R•n.y, ,'3 t;:tl t,.$f'= x.'9=Y 1� _'+N`a`�i->' .Y .u: ..Nom, '.} ts, ,��: oE -�y,,+� x.f�, .aS.0.F.w`f.�:�I"l7":V.'•,rtte, �`.5 .r.,, :F. �-�.. ;3., stk F�+L`„i e .`,4'. ^;�h42k',.:,�t^w$%;'3 p.r.:,,fr?v�,� as.;a'.i,;Ci%:'- :�s3S;,.rYi.v":' '-.�*;:n, - ::`3'�;i"X� �, .�Y::=:c,d.' t. r� ,.fi'rA„+.,.� :^�t .c. `t 7•<. 7 4 u� ;�v'° 'S,• `Rt`@S - - .b a`''CV..., yy ;r.i�Y, '�.�auYS�e',ar�`; ny:��••.;'x„4,�,,; t.'�r•.h:..,:r>'.,a. n, 'a'r: °3.`.�'{i,'.�i�; r4; ?'•.Y."Y ��A ,:,� .:xi ry1"•'� �'$,.,:f{.... �r>'"�:Y— ��• rt44Y:.3 .'.{#:.::i.S:;,t..:v.•n 3 u:.. i� �„, �?�� MOUNTABLE CUR .Wo .oma WAT 106 107 49.22' , EMERGENCY ACCESS ROAD GRASSED AREA WITH LOAD BEARING SUB—SURFACE (SEE DETAIL) LA PROPOSED CRASH GATE 64. (SEE DETAIL) NA I R5-1 Y � R5-1 I w SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES FOR OFFICE USE ONLY P OFFICE OF WASTEWATER MANAGEMENT Health Department Ref.No. 360 YAPHANK AVENUE,SUITE 2C,YAPHANK,NY 11980 (631)852-5700 OR HealthWWM@suffolkcountyny.gov APPLICATION TO UPDATE AN EXISTING PERMIT TO CONSTRUCT SEWAGE DISPOSAL AND WATER SUPPLY FACILITIES FOR A SINGLE FAMILY DWELLING REFER TO REVERSE SIDE OF THIS FORM FOR INSTRUCTIONS PLEASE COMPLETE APPLICABLE SECTIONS OF THIS FORM. ALL SIGNATURES MUST BE ORIGINAL. SECTION 1FOR ALL RENEWALS AND TRANSFERS EXISTING REFERENCE NUMBER: 810-17- 5 q Tax Map No.: 1000 District Section Block Lot 102-10 1 �� Name of Current Applicant: Rimor Development LLC Tel#: (631) 735-9200 Mailing Address:PO Box 908, Cutchogue, NY 11935 Email Address:teamalia65@gmail.eom Name of Current Agent:Henry Alia Tel#: (631) 678-2667 Mailing Address:PO Box 908, Cutchogue, NY 11935 Email Address:teamalia65@gmail.com DATE OF ORIGINAL APPROVAL: 09/08/2017 *If more than 6 years old and-.SCDHS site;-inspections,have not been rformed,anew a lication will.be rsguired,' SECTION 2 1 FOR TRANSFERS WITH PREVIOUS APPLICANT/AGENT PERMISSION Name of Previous Applicant/Agent: T- Tel#:,(.. _ ) - I hereby transfer all rights and interest in the above referenced permit to the new applicant named above; Signature of Previous Applicant/Agent: Date: SECTION 3 1 FOR TRANSFERS WITHOUT PREVIOUS APPLICANT/AGENT PERMISSION Name of Previous Applicant's Architect/Engineer/Surveyor: I Tel#: ( ) - I hereby authorize the above named current applicant to use the previous applicant's survey/site plan for this project prepared by me;for the purpose of transferring the above named reference number and its site design. Architect/Engineer/Surveyor's signature: Date: SECTION 4 _ FOR ALL RENEWALS AND TRANSFERS Application is hereby made to[ 1 TRANSFER,'[RENE (check applicable) a permit to construct in accordance with this application,surveys and plans submitted. I hereby certify t Ive examined this complete application and the statements therein are true and correct,and that all work shall be done in acc anA with all applicable Town,County,State and Federal Laws. "Any false statement made herein is punishable as a misdem n suant 210.45 of New York State Penal Law." Signature of Current Applicant/Agent ,, Date L 1 Z� Print Name of Current Applicant/Agent Title H ry A ia, Agen#IProject Manager DEPART ENT ONLY Permit is Transferr ene d Until 91— 8 — 23 Number of Bedrooms Approved l)/A Signature of Department Representative 371 ' Date S® /�— 20 WWM-104(Rev.02/12) I Al ?-'- 4tj LL- z 'b U) VV84w Une(s) Be Inspeded Ely The -900W Counly Dept. ()f M�ao Si.. CN Call=18152-5W75448 Hours In Advanm T 0 APPROVED IN ACCORDANCE WITH BOARD OF 0 M >- REVIEW DETERMINATION E)ATED V-0- 17 3: W z Uj Z X— SuBJECT To CovENALINiTs a RESTR=MINS USER z Lu =) P -�� :3 0 PAGE t3 W 0 � 6 0 IL F- 0< 0 0 0 F- x 12 LL LL C) < Uj EN(;INEER's CERTIFICATION RrQUIPED. > W SUBMIT P.E.OR R.A. CERTIFICATION F W 0 CO) FOR INST-ALLATIoN AND CONSTRUCTION < CD OF . / 3: 0 6 FOR FINAL AOOROVAL. 0LL -CO Z Suffolk County Department of HWth Smvices 17'Approval for Construction-Other Than Single Fmlqy co Ptc*rence No.-C-10—46—,4;Yj Design Pow Z30 PROJECT NO.., 00026 use(s) -.a V &C 1&;& ail d --- Cd,44 ,j.- PRAWNVY- KCK These plans have been reviewed for general conformance vdth Suffolk CHECKED BY: TFL County Department of Health SerAces standards, relating to water supply and sewage disposal. Regardless of any oMissions, DATE: inconsistencies or Is& of detail, construction is required to be in SCALE: AS NOTED accordance with the attached permit conditions and applicable standard",unless specifically waived by the DepartmenL This appmal FILE.NO.: expires 3 years ftom the approval date,unless extended or renewed. CAPD: 00026 SP Approval Date ReWower SHEET NO.: 1 OF 5 4--------------- SX.. K&APPROVAL -� 4'_ �OD I NOTES: THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE F8.4�' 43.8' o) PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE 04 6 NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, 1.5PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. LF- a 1.5ro1` m I IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAWARTICLE 145, PROFESSIONAL ENGINEERING AND LAND SURVEYING.SECTION 7209,FOR ANY 4.8' PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OFA LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY.IF oAN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE to __� ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND 1' THE NOTATION'ALTERED BP FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ( • ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. J. 12.7' MiLLSTONE LANE E COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED i� t r I SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. c'nll I J1 IL"r ` NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS w WSUB PAVEMENT L, JUN - 6 "� OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERI7FlED. LU 2022?0 Z o PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE O N 20.5' CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS.WATER COURSES, W Q SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS T.•�- „_,..,._,-r� ^ OTHER THAN VISIBLE PERMANENT STRUCTURES. $; N 53°05'39" E 32.99' IW W W stV,;;•t i':?^ '"y_ r,- ,tea COPYRIGHTO NELSON&POPE,ENGINEERS AND SURVEYORS.ALL RIGHTS E12. ' 'r^ RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, Z C) 30'91 L RECORDING OR BY ANY OTHER MEANS,OR STORED.PROCESSED OR TRANSMITTED 00. IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN N I F-Qiv V7 < PERMISSION OF THE SURVEYOR. CD U)— / //7��• /'�///JJJ CID L W U N m J / �/ /� THIS PLAN WAS PREPARED TO ASSIST IN OBTAINING FRAMING PERMITS FROM LOCAL tL' lll...000��� (Jl MUNICIPALITIESAND IS NOT AUTHORIZED NOR GUARANTEED FOR ANY OTHER m a< 13.0' _W U W PURPOSE. Z CO O m o CN m z Z r r r I LU 0 PO Z " LU LU= c� O a2.3' E m (C�cV (_' N 53°05740"E 47.44' w W CD O iN U-) AVID LO <0 CD co O V d`� S , S 810LAND 34'23" E R e 67.78' 0°d�. Q I w S//Q/7i�- 0. °LQ 0 LQCOo � ti cj 04-27-2022 FOUNDATION LOCATION FOUNDATION AS-CONSTRUCTED 167.99' (ACTUAL) N FOR UNITS 105-106 R=27.85' S52°55'20"W UNIT DESIGNATION MAP OF L=77.85' w HARVEST POINTE CONDOMINIUM 2 CD FILE NO.:490 FILEDrrIJA_September 28,2020 LV ` AT D TOWN OF I CUTCHOGUE S 40052'38" E o o LTi 0 N 0 O) TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK 27.03' S O U TH O LD S.C.T.M.DISTRICT 1000,SECTION 1020,.BLOCK Moo.LOTS 0w.000 a DS0.000 S52°55'20"w N ` NELSON + POPE19.24' if engineers•er+chAftft•survey o s Z W :, 70 Maxess Road,McMlle,W 11747.63L427.S66S.nelsonpope.com � w SCHOOL HOUSE DRAWN BY: NP ADD No.:INDIVIDUALS000R02C s SCALE: (9 ~ LANE CHECKED BY: MS FILE NO.: SHEET NO.: 'I OF'I DATE: 05-04-2022 PROJECT NO.: 00026 V. —30' NOTES: THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE N PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE AREcli 43.8' Q? NOT INTENDED TOGUIDE THE ERECTION OFFENCES,RETAINING WALLS,POOLS, .N- 1.5' PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. I iv 6.4' LU 1.5' 1� I IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, �2 U 4 6' '•j co PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED "UUP LLZ O U PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY.IF i0 U }LU - :– Ow AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE (L I`– W O Z a> W m THE NOTATIONir ALTER NG !ALETERED BY'FOLLOWED BY R OR LAND SURVEYOR HIS SIGNATURE AND LL AFFIX TO THE I H TEM HIS OF SUCH ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. LL 0 D Io O v4 �� __— O a N v �, N I W 12.7'N MILLSTONE LANE COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. y O 3.3' I Q r STONE BASE I NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS ZD I it SUB PAVEMENT OR RIGHT OF WAYS.IF ANY.NOT SHOWN ARE NOT CERTIFIED. r 1 < 1.0' WBORDER R �J 26 5' - C PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE �� N 20.5' N 53005'39" E 32.99 CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS OTHER THAN VISIBLE PERMANENT STRUCTURES. CONTROL HOOKUP ER ELECT. �I MODULE METCOPYRIGHT®NELSON&POPE,ENGINEERS AND SURVEYORS.ALL RIGHTS O - METER W RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, 30.9' Z RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED 15.6' N Z i0 I W I � IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN 0- rn U r ¢ PERMISSION OF THE SURVEYOR. O mF U I Q N 3T DRIVE SE J U v rC 1.6' Q N W/8"PAVER O �w m W I t9 BORDER W N Uj �w CD w� <W _ 13.0' CD I"_ I— m z 4.T a U I z 1 Z it L) o LU N Z DI O OZ 0OV }p.F b) Ow ¢ 111 Z W LU– Jp v 0(n Z c° �Q d CO W I O Z za �� n M m O Q LU D p I LU W 6.0' N 2.3' U m �!J o cli 20 m L AD p 39.1' N m 1(n— o F¢ LU o N 53°0540"E 47.44' w x V)w - ELECTRIC m = N o PANEL Z L Q ❑ Lf) O� T O I DI CO r I O U a� QF NEti/ 'J pAVlp p y0 co �Ll S 81034'23"Ed R sp.� " Z- 67.78' - 67.78 _ Z o � QILU - `c�,s, O. H I o 3 x\ c9c'�zcc' Q S� NO.0502� 0\119 .r 0 LA N ED Sv s � M CO 04-27-2022 FOUNDATION LOCATION FINAL SURVEY 167.99' (ACTUAL) N 01-25-2022 SANRARYASBUILT FOR UNITS 105-106 R=275.00' 07-07-2022 DD CONTROL MODULES UNIT DESIGNATION MAP OF L=77.85' F °55'20"W ELEC.PANELSLU 08-24-2022 FINAL SURVEY HARVEST POINTE CONDOMINIUM 2 FILE NO.:490 FILED_September 28,2020 _ ATTOWN OF Cu CT HOGUE S 40°52'38" E o M CD0 TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK 27.03' -cr S OUTHOLD S.C.T.M.DISMCT IWO.SECTION 11=11.E LOA0"=M MO.LOTS Oa ON.= S52055'20"W N 0 L NELSON + POP E 19.24' --VA-- - _ 7 ♦ engineers•arlchihim•surveyors z W 70 Maness Road,McWI%NY 11747.631.4275665•nelsonpoWxom LL Of SCHOOL HOUSE DRAWN BY: JR ADD No.:INDNIDUALSoo026 S SCALE: ~ LANE CHECKED BY: MS FILE NO.: SHEET NO.: 'I OF'I � U) ill=30' DATE: 08-26-2022 PROJECT NO.: 00026 I I I i SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES NOTES: E OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USEAND THEREFORE ARE APPROVAL OF CONSTRUCTED y1(ORICS FOR NOT INTENDED TO GUIDE THE ERECTION OF FENCES.RETAINING WALLS,POOLS, U I I U A SINGLE C r„T�t �L+InGNC� PLANTING AfiEAS,ADDITIONS TO BUILDINGS AND ANY 07FIEft'COdSTRUCTION. D:3 3 > q V VLG r L,,sRGe7 VG / IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, LU Lq It ®et�$FP 0 q �(�„ ¢�.�,Ref.NO. R� .7�l� `�-r7 � PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209.FOR ANY �+� H PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OFA LICENSED U PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY,IF F3 3 co W �^S MW supply ftMes.at thle WC Wn 11M 5tiWn AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE 1,la�`o^�C” d wa supply 16ux� s.,,� ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND In O I ,I CO cru W wed8d u ly pM Or 00w W w '0 THE NOTATION'ALTERED BY FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH 1' WATER UI .t.y,Gnaur�w l�fYawwa+ ■%(Qfg," ALTERATION;AND A SPECIFIC DESCRIPTION OF THE ALTERATION. cli 43.8' M SERVICE �3 3 I I be$ *,ftd )FOR A IFA COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS BLUE INKED 1.5'iv w w -w I ,,,^^^ 5 /+ SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. 8.3' LU 1.5' r--: W m O] 3 3 NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS V 4•8' j OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED. FD Ui II.-W O U I I r ChieNOT f t0 } Craig �;��-)(�e r1 .1 �-%'BIL' AS TO ACCURACY, ,EXISTENCE, D GROUND LEVEL TYPEUTILITIESOR ARE ACTIVGUARANTEED ACTr � AS TO ACCURACY,EXISTENCE,EXACT LOCATION;TYPE OR USE,ACTIVE OR WACTNE r 0] 3 Q" c _ _ ELECTRIC AND GAS UTILITY LOCATION PROVIDED FROM PSEG DISTRIBUTION DESIGN _ I v I d L y.I r;,l v J "-J 1 1 J t'1 J°`''I PLAN DAT D72111 E.LOCATION OF GAS AND UTILITY IS APPROXIMATE AND LOCATED o _ O Z '(yl JO a _ 1..4' ( TYPICALLY•IN THE SAME TRENCH.ACCURACY OF UTILITY IS NOT GUARANTEED NOR IS N� �� O Um MILLSTONE LANE TIIEREANY GUARANTEE THAT ALL EXISTING UTILITIESARESHOWN ONTHIS MAP. p} 01 'N I W. 12.r- 24' I 3 \ CONSULT WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR M� 0 3.3' 1 U' I `w-w-w-- FURTHER DESIGN. ba �N z� v w 4"SDR-35 n Q STONE BASE 1Ix DRIVE II SUB PAVEMENT PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUBSURFACE m o COO z� I z o �?"' r J O 1.0 WBORDER R 3 CONDITIONS IF ANY,'INCLUDING BUT.NOT LIMITED TO VIEnANDS.WATER COURSES, I SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS p� "aa �V) M 28.5' o .. OTHER THAN VISIBLE PERMANENT STRUCTURES. E,i- H o� ¢ N 20. a I tn� GAS G G COPYRIGHTO NELSON-B POPE,ENGINEERS AND SURVEYORS.ALL RIGHTS G 1�1 RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, O. io F CONTROL METER ELECT. O LTU RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED m MODULE METER FF, IN OR BY,ANY C061PUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN �0. O C II PERMISSION OF THE SURVEYOR. PD IL a Cn 15.8' C4 1 30.9'W I I ADDITIONAL IMPROVEMENTS ANb1OR POSSESSION,IFANY,NOT LOCATED,NOT C-jSHOWN >04 18' OUF 1.6' I Q i� STONEIIVE SE I I II ALL SANITARY PIPING 4-AND 6-SDR-35,TYPICAL. z" "SDR-3 of 1 Q c%i04 W18"PAVER 0 p >o ?oi LU 1 O 80RDER I 3 L ?=w.N K of Mw 1 _ 13.0' I cw t UHQ Z 20 it Z � 3 _ Y i H W W jj��� 6.0' N� 2.3' 1„ WATER I O LU OF \I AUG 15 2022 4- o SERVICE O of W . w—w d �G Vf P ix 39.1' UtJ3 C7 -y.11 I ' ELECTRIC r/ L Q PANEL I I Z LIJtS A/ U5a215 1 oD1 ��' > > `�� LAND M W I� v" U LU In 3 H `1W _ pl LU 04-27-2022 FOUNDATION LOCATION SANITARY AS-CONSTRUCTED SANITARY SYSTEM AS-BUILT TABLE 03-15-2022 SANITARY AS-BUILT FOR UNITS 105-106 STRUCTURE-NAME TIE A TIE B 07-07-2022'ADD CONTROL MODULES UNIT DESIGNATION MAP OF UNITS#105-106 8 ELECT.PANELS HARVEST POINTE CONDOMINIUM 2 ST-1 29.0' 38.6' FILE NO.:490 FILED September 28,2020 ST-2 35.1' 41.9' smu►TmaT LP 47.2' 50.8' CUTCHOGUE TOWN OF SOUTHOLD.SUFFOLK COUNTY,PIEW YORK S.C.T.M.OISTR(CT 1000.SECTION 10201,BLOCK 0200,LOTS O48.0W 8050.000 HEALTH DEPARTMENT REFRENCE NUMBERS&AREA'S NELSON + PO PE UNIT No. HD REF No. HABITABLE AREA GARAGE AREA TOTAL GROSS FLOOR AREA R10-17-0159 1,999 S.F. 486 S.F. 2,485 S.F. ISOengineers•architects•SUN8y018 106 R10-17-0160 1,999 S.F. 486 S.F. 2,485 S.F. 70 Maxess Road McMlle,NY 11747.631A27.5665.nelsonpope.com DRAWN.BY: NP ADD No.:JNDIVIDUALS0001 6YYI SCALE: CHECKED BY: MS FILE NO.: SHEET NO.: 'I OF 1 1"=30' DATE: 0741-2022 PROJECT NO.: 00026 r APPR VED AS NOTED TRUSS PLACARDING REQUIRE' DATE: B.P.#—L4 IV ,2Q� an FEE: BY: ELECTRICAL � NOTIFY BUILDING DEPARTMENT AT ;NSPECTION REQUIRED 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE PLUMBER CERTIFICATION 2. ROUGH - FRAMING & PLUMBING 3. INSULATION ON LEAD CONTENT BEFORE 4. FINAL - CONSTRUCTION MUST CERTIFICATE OF OCCUPANC BE COMPLETE F_; PLANS ARE IN CONFORMANCE WITH THESE APPLICABLE CODES: Section 8316 Foam Plastic TABLE 8405.1 F_ Q, R302.12 Draftstopping. In combustible construction where there is usable space both above and below the concealed space of a Properties of Soil Classified According to the Unified Soil Classification System Z C ' 2020 RESIDENTIAL C 0 D E 0 F NEW YORK STATE floor-ceiling assembly, draftstops shall be installed so that the area of the concealed s ace does not exceed 1,000 s uare R316.1 General. The provisions of this section shall govern the materials, design, application, construction and installation of foam plastic W ;--q P q feet. Draftstopping shall divide the concealed space into approximately equal areas. Where the assembly is enclosed by a materials. UNIFIED SOIL VOLUME N G CODE O F NEW YORK STATE SOIL GLASSIFICATIaN CHANGE y 2020 EXISTING BUILC floor membrane above and a ceiling membrane below, draftstopping shall be provided in floor-ceiling assemblies under the R316.2 Labeling and identification. Packages and containers of foam plastic insulation and foam plastic insulation components delivered to GROUP SYMTEM SOIL DESCRIPTION DRAINAGE FROST HEAVE POTENTIAL the ob site shall bear the label of an a roved a enc showin the manufacturers name, CHARACTERISTICS POTENTIAL following circumstances: the roduct listin roduct identification sYMeoL EXPANSION U �' 2020 FIRE CODE OF NEW YORK STATE ' PP g Y g P 9• P ° .� 0 2. Floor framing is constructed of truss-type open-web or perforated members. and information sufficient to determine that the end use will comply with the requirements, cw WELL GRADED GRAVELS, GRAVEL SAND MIXTURES, 2020 MECHANICAL CIDDE OF NEW YORK STATE R 302.1.12.1 Materials. Draftsto in material shall be not less than 1/2 inch gypsum board, 3/8 inch wood structural R316.4 Thermal barrier. Unless otherwise allowed in Section R316.5, foam plastic shall be separated from LrTiR OR NO FlNES GOOD Low Low 0 GP POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES, Z � � � pp' g GOOD Low Low ^ , E 2 2020 PLUMBING CO CI E 0 F NEW YORK STATE panels. the interior of a building by an approved thermal barrier of not less than /Z inch gypsum wallboard. Lrrn E OR NO FlNES O W CE CODE OF NEW YORK STATE AND NEPA 70 8316.5.3 Attics. The thermal barrier specified in Section R 316.4 is not required where all of the following apply: cRouP I sw WELL GRADED SANDS, OR GRAVELLY SANDS, L- o rn `6 2020 PROPERTY MAII�ITENAN 8302.13 Fire protection of floors. Floor assemblies that are not required elsewhere in this code to be fire-resistance rated, shall be 1. Attic access is re uired b Section 8807.1. LTITLE OR NO FlNES GOOD LOW Low I-- „�� 0 cn provided with a 1/2 inch gypsum wallboard membrane, 5/8 inch wood structural anel membrane, or a uivalent on the q Y sP POORLY GRADED SANDS, OR GRAVELLY SANDS, W N Q o p q 2. The space is entered only for purposes of repairs or maintenance. LITTLE OR No FlNES GOOD LOW LOW � 2020 NEW YORK ST��TE ENERGY CONSERVATION CONSTRUCTION CODE- 3. The foam plastic insulation has been tested in accordance with Section R316.6 or the foam lastic insulation is rotected GM SILTY GRAVELS, GRAVEL SAND SILT MIXTURES MEDIUM LOW -- CV underside of the floor framing member. P P F- to Z RESIDENTIAL PROVISIONS Exceptions: against Ignition Using 3/e inch gypsum board. sM SILTY SAND, SAND SILT MIXTURES GOOD MEDIUM LOW Z � LO 4. Wood floor assemblies using dimension lumber or structural composite lumber equal to or greater than 2 inch by 10 inch. 8316.5.11 Sill plates and headers. Foam plastic shall be permitted to be spray applied to sill plates and headers or installed in the Ge CLAYEY GRAVELS, GRAVEL SAND CLAY MIXTURES MEDIUM MEDIUM Low Z L_ X-U)v M SECTION 8101 perimeter joist space without the thermal barrier specified in Section R316.4 subject to all of the following: sc CLAYEY SANDS, SAND CLAY MIXTURES MEDIUM MEDIUM Low 0 Q o � `' GENERAL Section R303 1. The thickness of the foam plastic shall be not more than 3Y inch. ML INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR, _ � F Light, Ventilation and Heating 2. The density of the foam plastic shall be in the range of 0.5 and 2.0 pounds per cubic foot. SILTY OR CLAYEY FIND SANDS OR CLAYEY SILTS WITH MEDIUM HIGH Low ❑ r) e rovisions of the 2020 Residential Code of NYS for One and Two Family Dwellings shall apply to the construction, alteration, R303.1 Habitable rooms. Habitable rooms shall have an aggregate glazing area of not less than 8 percent of the floor area of such 3. The foam plastic shall have a flame spread index of 25 or less and an accompanying smoke developed index of 450 or less GRouP 2 SLIGHT PLASTICITY V M 8101.2 Th P movement, enlargement, replacement, repair, equipment, use and occupancy, location, removal and demolition of detached one and rooms. when tested in accordance with ASTM E 84 or UL 723. CL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, two family dwellings and townhouses not more than three stories above grade plane in height with a separate means of egress Exceptions: GRAVELLY CLAYS, SANDY CLAYS, sILTY CLAYS, LEAN MEDIUM MEDIUM MEDIUM Ur and their accessory structures not more than three stories above grade plane in height. CLAYS To Low o -Based Products A ainst Deca a 1. The glazed areas need not be operable where the opening is not required by Section 8310 and awhole-house Section 8317 Protection of Wood and Wo d g y mechanical ventilation system is installed in accordance with Section M1507. R317 All sills and plates on exterior foundation wall to be pressure preservatively treated in accordance with AWPA U1. R404.1.6 Height above finished grade. Concrete and masonry foundation walls shall extend above the finished grade adjacent to the 8202 Definitions: Foundation wood irders: wood irders seated in exterior foundation walls to have min. 1 2 inch airs ace all sides or ends foundation at all oints a minimum of 4 inches where mason veneer is used and a minimum of 6 inches elsewhere. Continuous Insulation: Insulating material that is continuous across all structural members without thermal bridges other that 2. The glazed areas need not be installed in rooms where Exception 1 is satisfied and artificial light is provided that is g' g / p p ' ry o enin s. It is installed on the interior or exterior or is integral to any opaque surface of the building ca able of roducin an average illumination of 6 footcandles (65 lux) over the area of the room at a height of 30 wrapped with aluminum flashing. R404.1.7 Backfill placement. Backfill shall not be placed against the wall until the wall has sufficient strength and has been fasteners and service p g P P 9 y envelope, inches above the floor level. 8317.1 Location required. Protection of wood and wood-based products from decay shall be provided in the following locations by the use anchored tol the floor above, or has been sufficiently broced to prevent damage by the back fill where the unbalanced Mezzanine: An intermediate; level or levels between the floor and ceiling of any story. R303.8 Exterior stairway illumination. Exterior stairways shall be provided with an artificial light source located at the top landing of of naturally durable wood or wood that is preservative-treated in accordance with AWPA U1 for the species, product, preservative height of ffl exceeds 4 feet. e Debris Re ion: Areas within hurricane-prone regions located within 1 mile of the coastal mean high water line where the stairway. Exterior stairways providing access to a basement from the outdoor grade level shall be provided with an and end use. Windbom g ec ion oun a Ion rainage Z desi n wind ;s eed Vult is 130 mph or greater. artificial light source located at the bottom landing of the stairway. R317.1.1. Field treatment. Field-cut ends, notches, and drilled holes of preservative-treated wood shall be treated in the field in R405.1 Concrete or masonry foundations. Drains shall be provided around concrete or masonry foundations that retain earth and the ultimate g p ( ) accordance with AWPA M4. enclose habitable or usable spaces located below grade. Drainage tiles, gravel or crushed stone drains, perforated pipe or ) r' C 8301.1.1 Alternative provisions. As ��n alternative to the requirements in Section 8301.1, the following standards are permit{ands dse then the ns therein. Where en ineered desi n is used in conjunction with theses Section R305 R317.3 Fasteners and connectors in contact with preservative treated and fire retardant treated wood. Fasteners, including nuts and other approved systems or materials shall be installed at or below the top of footing or below the bottom of the slab and limitations of this code and the limitatlo 9 9 n shall coin I with 'the Buildin Code. Ceiling Height washers, and connectors in contact with preservative treated wood and fire retardant treated wood shall be in accordance with this shall discharge by gravity or mechanical means into an approved drainage system. N desig py 9 N '- " ' bathrooms toilet section. The coating weights for zinc coated fasteners shall be in accordance with ASTM A 153. Stainless steel driven fasteners Exception: A drainage system is not required where the foundation is installed on well draiined ground or sand gravel X d� 6 2�2a 1. AWC Wood Frame Construction Manual (WFCM). (2015 EDITION) 9 R305.1 Minimum height. Minimum ceiling heights of 7-0 in habitable rooms. Minimum ceiling heights of 6 8 In shall be in accordance with the material requirements of ASTM F 1667. mixture with soils according to the unified Soil Classification System, Group I Soils, as detained in Table R405.1. i R301.1.3 Engineered design. Where a building otherwise conventional construction contains structural elements exceedin the limits of Section rooms & laundry rooms. R301 or otherwise not conforming to this code, these elements shall be designed in accordance with accepted engineering practice. Exceptions: Z TO BU11DINO DEPT onconventional elements with other applicable provisions and shall ve an area R 319.1 Address identification. Buildings shall be provided with approved address identification. The address identification shall be legible Section 8406 Foundation Waterproofing and Dampproofing ° WN OF SOUTH The extent of such design need only demonstrate compliance of n temational 2. A shower or tub equipped with a showerhead shall have a ceiling height of not less than 6 feet 8 inches abo OLD nventional framed s stem. En ineered design in accordance with the In and placed in a position that is visible from the street or road fronting the property. Address identification characters shall R406.1 Concrete and masonry foundation dampproofing. Except where required to be waterproofed, foundation walls that retain 0 be compatible with the p�.rformance of the co Y g sco a of this code. of not less than 30 inches by 30 inches at the showerhead. ctures and arts thereof, included in the p contrast with their background. Address numbers shall be Arabic numbers or alphabetical letters. Numbers shall not be spelled earth and enclose interior spaces and floors below grade shall be dampproofed from the higher of (a) the top of the IY Building Code is permitted for buildings and stru p rovisions of this code usin 3. Beams, girders, ducts or other obstructions in basements containing habitable space shall be permitted to project to within out. Each character shall be not less than 4 inches in height with a stroke with of not less than 0.5 inch. Where required by R301.2.1 Wind design criteria. Buildings and portions thereof shall be constructed in accordance with the wind p g 6 feet 4 inches of the finished floor. footing or (b) 6 inches below the top of the basement floor to the finished grade using a bituminous coating. O I imate desi n wind s eed in Table 8301.2(2) as determined from Figure R301.2(5)B. the fire code official, address identification shall be provided in additional approved locations to facilitate emergency response. LL, the u t g P R308.4 Hazardous locations. The locations specified in Sections R308.4.1 through R308.4.7 shall be considered to be specific Where access is by means of a private road and the building address cannot be viewed from the public way, a monument, pole � f o enin s: Window lazin in windborne debris regions shall be protected to meet the requirements of the large missile or other sin or means shall be used to identif the structure. Address identification shall be maintained. 8406.3.3 Porous Fill. The space between the excavation and the foundation wall shall be backfilled with porous fill up to a height of 8301.2.1.2 Protection o p g 9 9 hazardous locations for the purposes of glazing. 9 y one-half of the backfilll heioght and covered with strips of 30 pound asphalt paper or 6 MIL polyethylene to permit water ° test of ASTM E1996 & A:iTM E1886 per section 301.2.1.2.1. Garage door glazing shall meet impact-resisting standards or 8308.4.2 Glazing Adjacent to doors. Glazing in an individual fixed or operable panel adjacent to a door shall be considered to be a ANSI/DASMA 115. hazardous location where the bottom exposed edge of the glazing is less than 60 inches above the floor. see a e while avoidin infiltration of fine soils. The remainder of excavated area shall be backfilled with the same t e of Z C) Section 8321 Elevators and Platform Lifts YP ❑ Exception: Wood structural panels with a thickness of not less than 7/16" and span not more than 8'-0" shall be permitted for 1. Where the glazing is within 24 inches of either side of the door in the plane of the door in a closed position. soil as was removed during excavation. opening protection. Panel: shalt be precut and attached to the framing surrounding the opening. Panels shall be predrilled and R 321.1 Elevators. Where provided, passenger elevators, limited use and limited application elevators or private residence elevators shall � T � secured with the attachment hardware provided. 2. Where the glazing is on a wall less than 180 degrees from the plane of the door in a closed position and within 24 comply with ASME A17.1/CSA B44. R408.1 Ventilation. Crawl space vents: Provide 1 s.f. of venting per 150 s.f. of floor area unless ground surface is covered by a W inches of the hinge side of an in-swinging door. Re 321.2 Platform Lifts. Where provided, platform lifts shall comply with ASME A18.1. TABLE R301.2(1) R308.4.6 Glazing adjacent to stairs and ramps. Glazing where the bottom exposed edge of the glazing is less than 36 inches above class one vapor retarder material. If this retarder material is used, provide 1 s.f. of venting per 1500 s.f. floor area. CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA the plane of the adjacent walking surface of stairways, landings between flights of stairs and ramps shall be considered to be Install vents within 3 feet of each corner of foundation. a hazardous location. Section 8322 Flood Resistant Construction 8408.4 Crawl space access panel to be min. 18" by 24". Openings through perimeter wall shall be not less than 16" by 24". E"-J Wind Desi n SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER Air Mean R 322.1 General. Buildings and structures constructed in whole or in part in flood hazard areas, including A or V Zones and Coastal A '2� GROUND g DESIGN UNDERLAYMENT FLOOD Freezing Annual Exceptions: Zones, as established in Table R301.2(1), and substantial improvement and repair of substantial damage of buildings and SNOW PEED To o ra hical S ecial Wind DESIGN FROST UNE HAZARDS n rail is installed 34"-38" above landin 8502.2.2 Blocking and subflooring. Blocking for fastening panel edges or fixtures shall be a minimum of utility grade lumber. �� S p g P f? CATEGORY WEATHERING TERMITE DECAY TEMP REQUIRED Index Temp 1. Glazing adjacent to walking surface a d 9 LOAD m h Effects Wind bourne DEPTH structures in floor hazard areas, shall be designed and constructed in accordance with the provisions contained in this section. Subflooring shall be wood structural panels as specified in Section 503.2. Fireblocking shall be of any grade lumber. ( p ) 2. Glazing 36 inches or more measured horizontally from the walking surface. Buildings and structures that are located in more than one flood hazard area shall comply with the provisions associated with the N Region Debris R502.4 Joists under bearing partitions: Provide 2x full depth blocking ® 48 o.c. max. where beam is not located under wall to zone most restrictive flood hazard area. Buildings and structures located in whole or in part in identified floodways shall be designed P P g ." Section 8310 Emergency Escape and Rescue Openings and constructed in accordance with ASCE 24. allow for i in or vents. 36" MODERATE SLIGHT TO 10 Yes X 1500 OME & IN EACH TOWNHOUSE UNIT BASEMENT, ARE REQUIRED TO HAVE AT LEAST R 322.1.5 Lowest floor. The lowest floor shall be the lowest floor of the lowest enclosed area, including basement, and excluding any 8502.6 The ends of each joist, beam or girder shall have not less than 1 1/2 inches of bearing a wood ed metal and not less W 20 140 NO (e) SEVERE TO HEAVY MODERATE Degrees UNFINISHED BASEMENTS IN A SINGLE FAMILY H ONE EMERGENCY ESCAPE AND RESCUE OPENING PER SECTION R310. (Egress window & window well) unfinished flood-resistant enclosure that is useable solely for vehicle parking, building access or limited storage provided that such than 3 inches of bearing on masonry or concrete or alternatively, the ends of joist shall be supported on a 1"x4' ribbon U) R310.1 Emer enc esca a and rescue opening required. Basement shall have not less than one operable emergency escape and enclosure is not built so as to render the building or structure in violation of this section. strip and shall be nailed to adjacent stud. R301.2.1.4 Exposure category. g y P rescue o enin R 322.1.5 Protection of mechanical, plumbing and electrical systems. Electrical systems, equipment and components; heating, ventilating, air 8502.7 Lateral restraint at supports. Joists shall be supported laterally at ends by full depth solid blocking or by attachment to m 1. Ex osure B. Urban and suburban areas, wooded areas or other terrain with numerous closely spaced obstructions having the P g net clear o enin of not less than 5.7 s uare conditioning; plumbing appliances and plumbing fixtures; duct systems; and other service equipment shall be located at or above band or rim joist. C J P eoeninss hall ave a esca a rescu P 9 size of sin le famil dwe'llin s or larger. Exposure B shall be assumed unless the site meets the definition of another exposure. 8310.2.1 Minimum opening area. Emergency and p p 9 9 Y g ar hei ht o enin shall be not less than 24 inches and the net clear width shall be not fess than 20 the elevation required in Section 8322.2 or 8322.3. 8502.8.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural ❑ [� 2. Ex osure C. Open terrain with scattered obstructions having a height less than 30 feet extending more than 1500 feet. feet. The net cle g p g lue-laminated members, cross-laminated timber members or 1-joists are rohibited exce t where ermitted b the ^ O P bstructed area. Includes flat o en count and grassland. inches. Exception: Locating electrical systems, equipment and components; heating, ventilating, air conditioning; plumbing appliances and 9 J � P P P Y Ex osure D extends downwind 600 feet from the partially o P rY er enc esca a and rescue o enin , it shall have a sill height of plumbing fixtures; duct systems; and other service equipment is permitted below the elevation required in Section 8322.2 or manufacturer's recommendations or as shown on these drawings. P i e as the em o wind flowin over o en water for a distance of not less tan 5000 feet. 8310.2.2 Window sill height. Where a window is Prov d d g Y P P 9 R322.3 rovided that the are designed and installed to prevent water from entering or accumulating within the components and R502.11.1 Wood Truss Design. Wood trusses shall be designed in accordance with approved engineering practice & be prepared by a 3. Exposure D. Flat, unobstructed areas exposed t a P not more than 44 inches above the floor; where the sill height is below grade, it shall be provided with a window well in P Y Exposure D extends downwind 600 feet from the unobstructed area. accordance with Section 8310.2.3. to resist hydrostatic and hydrodynamic loads and stresses, including the effects of buoyancy, during the occurrence of flooding to registered truss design professional where required by the statues of the jurisdiction in which the project is to be 8310.2.3 Window wells. The horizontal area of the window well shall be not less than 9 square feet with a horizontal projection and the design flood elevation in accordance with ASCE24. Electrical wiring systems are permitted to be located below the required constructed. 8301.3 Sto Hei ht. The wind provisions of this code shall apply to buildings with story heights not exceeding 11 feet 7 inches and the width of not less than 36 inches. The area of the window well shall allow the emergency escape and rescue opening to be elevation provided that they conform to the provisions of the electrical part of this code for wet locations. `■� rY 9 lateral) unsupported bea��ing wall stud height permitted by Table 8602.3(5). Individual walls or wall studs shall be permitted to full opened. R 322.1.7 Protection of water supply and sanitary sewage systems. New and replacement water supply systems shall be designed to � y y Section 8506 Concrete Floors (On Ground) � s ermitted b Cha ter 6 rovisions, provided that story heights are not exceeded. An engineered design r hon 44 inches shall be a ui ed with a ermanently affixed minimize or eliminate infiltration of flood waters into the system in accordance with the plumbing provisions of this code. � exceed these limits a p Y P P imits R310.2.3.1 Ladder and steps. Window wells with a vertical depth greate t q pP P - R506.1 Concrete slab on grades to be min 3-1/2 inches thick. framin members where the limits of Chapter 6 are exceeded. Where the story height li II have an inside width of not less R 322.1.6 Flood resistant materials. Building materials and installation methods used for flooring and interior and exterior walls and wall 4 shall be provided for the wall h wall g ladder or steps usable with the window in the fully open position. Ladders or rungs sha _ R506.2.2 Base. A 4 inch thick base course consisting of clean graded sand, gravel, crushed stone, crushed concrete or crushed H of this section are exceeded, the design of the building, or the noncompliant portions thereof, to resist wind loads shall be in than 12 inches, shall project not less than 3 inches from the wall and shall be spaced not more than 18 inches on center coverings below the elevation required in Section 8322.2 or 8322.3 shall be flood damage resistant materials that conform to the accordance with the Buil�img Code. provisions of FEMA TB-2. blast-furnace slag passing a 2-inch sieve shall be placed on the prepared subgrade where the slab is below grade. � � ` vertically for the full height of the window well. Exception: A base course is not required where the concrete slab is installed on well-drained or sand-gravel mixture soils f- v 8310.2.3.2 Drainage. Window wells shall be designed for proper drainage by connecting to the buildings foundation drainage system R 322.2.2 Enclosed area below design flood elevation. Enclosed areas, including crawl spaces, that are below the 8302.2 Townhouses. Common vralls separating townhouses shall be assigned afire-resistance rating in accordance with Section 8302.2, desi n flood elevation shall: classified as Group I according to the United Soil Classification System in accordance with Table 8405.1. Z required by Section R405.1 or by an approved alternative method. 9 W hared b two townhouses shall be constructed without plumbing or mechanical equipment, ducts - n - ravel 1. Be used sole) for arkin of vehicles, building access or storage. 8506.2.3 Vapor retarder. A 6-mil (0.006 inch) polyethylene or approved vapor retarder with joints lapped not less than 6 inches 2 Item 1 or 2. The common walls y n to and be Exception: A drainage system for window wells is not required where the foundation is de well drained soil 5. sa g y P 9 r fire ex osure from both sides and shall exte d n e i ,1• shall be placed between the concrete floor slab and the base course or the prepared subgrade where no base course � or vents in the cavity o1` the common wall. The wall shall be rated fo p mixture soils in accordance with the United Soil Classification System, Group 1 soils, as detailed in Table 8405.1. 2. Be provided with flood openings that meet the following criteria and are installed in accor a c w h Section R tight against exterior walls and the underside of the roof sheathing. Electrical installations shall be in accordance with Chapters exists. The vapor retarder is not required for Garages, utility buildings and other unheated accessory structures. U 34 through 43. Penetrations of the membrane of common walls for electrical outlet boxes shall be in accordance with Section R311.6 Hallways: min. 36" clear width. 2.1 The total net area of non-egineered openings shall be not less than 1 square inch for each square foot of enclosed area where the enclosed area is measured on the exterior of the enclosure walls. 0 8302.4. 8311.7 Stairways Section 8602 Wood Wall Framing wall shall be not less than a 1-hour of less than 36 inches in clear width at all oints above the permitted handrail height and below R 322.2.2.1 Installation of openings. The walls of enclosed areas shall have openings installed such that: R602.3 Desi n and construction. Com onents of exterior walls shall be fastened in accordance with Tables R602.3 1 throw h 1. Where a fire sprinkler system in accordance with Section P2904 is provided, the common 8311,7,1 Width. Stairways shall ben P g p ( ) 9 - - ssembl tested in accordance with ASTM E 119 or UL 263. the re uired headroom height. The clear width of the stairway at and below the handrail height, including treads and landings, 1. There shall be not less than two openings on different sides of each enclosed area; if a building has more than one enclosed fire resistance rated walla y q stem in accordance with Section P2904 is not rovided, the common wall shall be not less than a shall be not less than 31 % inches where a handrail is installed on one side of 27 inches where handrails are provided on area below the design flood elevation, each area shall have openings. R602.3 4). Wall sheathing shall be fastened directly to raining mem ers an s a con irmi to the requiremen s o a e 2. Where a fire sprinkler sy P 2-hour-resistance-rated wall assembly tested in accordance with ASTM E 119, UL 263, or section 703.3 of the Building Code. both sides. 2. The bottom of each opening shall be not more than 1 foot above the higher of the final interior grade or floor and the 8602.3 3). TABLE 8302.1(1) R311.7.2 Headroom. The headroom in stairways shall be not less than 6 feet 8 inches. finished exterior grade immediately under each opening. EXTERIOR WALLS R311.7.3 Vertical rise. A flight of stairs shall not have a vertical rise larder than 151 inches (12.58') between floor levels or landings. 3. Openings shall be permitted to be installed in doors and windows; doors and windows without installed openings do not meet TABLE 8602.3(1) FASTENING SCHEDULE the requirements of this section. MINIMUM MINIMUM FIRE R311.7.5.1 Risers. The riser height shall be not more than 8 1/4 per supplement. R 322.3 Coastal high-hazard areas (including V Zones and Coastal A Zones, where designated) Elevation requirements. ISCRIPTI IN (a,b,c,d) ME EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE R311.7.5.2 Treads. The tread depth shall be not less than 9 inches per supplement. 1. Buildings and structures erected within coastal high-hazard areas and coastal A Zones, shall be elevated so that the bottom of FIRE-RESISTANCE RATED 1 HOUR 0 feet R311.7.5.3 Nosings. A nosing projection not less than 3/4 inch and not more than 1 Y4 inches shall be provided on stairways with solid the lowest horizontal structural members supporting the lowest floor, with exception of piling, pile caps, columns, grade beams and 1. BLOCKING BETWEEN JOIS15 OR RAFTERS TO TOP PLATE THREE 8D COMMON. TOE NAIL n ti ^ ^ w WALLS NOT FlRE-RESISTANCE RATED 0 HOURS 25 feet risers. bracin is elevated to or above the base floor elevation lus 1 foot Or the desi n flood elevation, whichever is hi her. PROJECTIONS FlRE-RESISTANCE RATED 1 HOUR ON THE UNDERSIDE 22 feet to <5 feet R311.7.8 Handrails shall be rovided on not less than one side of each fli ht of stairs with four or more risers. g' P g g 2. CEILING JOISTS TO TOP PLATE THREE 8D COMMON. TOE NAIL H ri o N p 9 2. Basement floors that are below grade on all sides are prohibited.R 322.3.3Foundations. Buildings and structures erected in TABLE R302.1(2) R311.7.8.4 Continuity. Handrails for stairways shall be continuous for the full length of the flight with winders, at landings, or over coastal high-hazard areas and Coastal A Zones shall be supported on pilings or columns. 3. CEILING JOISTS (NOT ATFCHED TO RAFTER), LAPS THREE 16D COMMON FACE NAIL ¢ r C', ( co ao EXTERIOR WALLS- DWELLINGS WITH FIRE SPRINKLERS lowest tread. o .= N M ao N OVER PART1TlONS Exceptions: Section R325 Mezzanines 4. CEILING JOIST TO PARALLEL RAFTERS + LAPS TABLE R802.5.1(9) FACE NAIL MINIMUM MINIMUM FlRE 1. Handrails shall be ermitted to be interru ted b a newel ost at the tum. EXTERIOR WALL ELEMENT FlRE-RESISTANCE RATING SEPARATION DISTANCE P P Y P R 325.2 Mezzanines. The clear height above and below mezzanine floor construction shall be not less than 7 feet. Habitable attics shall 5. COLLAR TIE TO RAFTERS THREE 10D FJ�CH FACE NAIL FlRE-RESISTANCE RATED 1 HOUR 0 feet R311.7.10.1 Spiral Stairways. Spiral stairways are permitted provided that the clear with at and below the handrail is not less than 26 comply with section R325.6 WALts R inches and the walkline radius is not greater than 244 inches. Each tread shall have a depth of not less than Q inches at R 325.3 Area limitation. The aggregate area of a mezzanine or mezzanines shall be not greater than one third of the floor area of the 6. RAFTER F ROOF TRUSS TO PLATE THREE 10D COMMON 2 ON SIDE + 1 ON OTHER TOE NAIL NOT FIRE-RESISTANCE RATED o Hou s 3 feet 7. ROOF RAFTERS TO RIDGE, VALLEY OR HIP THREE 10D COMMON. TOE NAIL the walkline. All treads shall be identical, and the rise shall not be more than 9� inches. Headroom shall not be less than 6 room or space in which they are located. The enclosed portion of a room shall not be included in a determination of the floor RAFTERS R302.2.3 Continuity. The fire-resistance-rated wall or assembly separating townhouses shall be continuous from the foundation to the feet 6 inches. area of the room in which the mezzanine is located. TWO 16D COMMON. END NAIL f the roof sheathin , deck or slab. The fire-resistance rating shall extend the full length of the wall or assembly, R 311.8 Ramps. R 325.4 Means of egress. The means of egress for mezzanines shall comply with the applicable provisions of Section R311. 8. STUD TO STUD (NO AT BWP) 16D COMMON AT 24"O.C. FACE NAIL underside o 9 includin wall extensions through and separating attached enclosed assessor structures. R 311.8.1 Maximum slope. Ramps serving the egress door required by Section R 311.2 shall have a slope of not more than 1 unit R 325.5 Openness. Mezzanines shall be open and unobstructed to the room in which they are located except for walls not more than 36 g, STUD TO STUD (AT BRACED WALL PANEL) 16D COMMON AT 16"O.C. FACE NAIL z z z z z z 9 0 0 0 0 0 0 R302.2.4 Parapets for townhouses. vertical in 12 units horizontal (8.3 percent slope). All other ramps shall have a maximum slop of 1 unit vertical in 8 units inches in height, columns and posts. ora et shall extend not less than 30 inches above the roof surfaces. horizontal (12.5 percent). Exception: Where it is technically infeasible to comply because of site constraints, ramps shall Exceptions: 10. BUILT UP HEADER, TWO PIECES 16D COMMON AT 16"O.C. ALONG EACH EDGE FACE NAIL u� > u� > > > 1. Thep p recedin two cases where the roof covering complied with a minimum Class C rating have a slope of not more than 1 unit vertical in 8 units horizontal (12.5 percent). 1. Mezzanines or portions thereof are not required to be open to the room in which they are located, provided that the aggregate 11. CONTINUOUS HEADER TO STUD FOUR 8D COMMON. TOE NAIL w w w w w w Exception: A parapet is not required in the p g or UL 790 and the roof deckin or sheathing is of noncombustible materials or approved R 312.1 Guardrails: Porches, balconies, and stair landings 30" above floor or grade to be installed with 36" high railings, balusters not floor area of the enclosed space is not greater than 10 percent of the mezzanine area. 12. TOP PLATES TO TOP PLATE 16D COMMON ® 16"0/C FACE NAIL as tested in accordance with ASTM E 108 9 fire -retardant-treated wood for a distance of 4 feet on each side of the wall or walls or one layer of 5/8 inch Type X gypsum to allow passage of a sphere 4 inches or more in diameter. 2. In buildings that are not more than two stories above grade plane and equipped throughout with an automatic sprinkler system 13. DOUBLE TOP PLATES SPLICE 8-16D COMMON FACE NAIL i installed direct) beneath the roof decking or sheathing, supported by not less than nominal 2 inch (51 mm) ledgers R 312.2.1 Window sills. In dwelling units, where the top of the sill of an operable window opening is located less than 24 inches above in accordance with Section 8313, a mezzanine shall not be required to be open to the room in which the mezzanine is located. ON EACH SIDE OF END JOINT (24'M!N LAP SPICE board s y N attached to the sides of the roof framing members, for a distance of not less than 4 feet on each side of the wall or walls and the finished floor and greater than 72 inches above the finished grade or the other surface below on the exterior of the R401.4.1 In lieu of a complete geotechnical evaluation footings shall be placed on rock, sand gravel and/or gravel, sand, silty sand, LENGTH EACH SIDE OF END JOIt� LO any openings or penetrations in the roof are snot within 4 feet of the common walls. building, the operable window shall comply with one of the following: clayey sand, silty gravel or clayey gravel with a presumptive design load bearing value of 2,000 PSF. Do not place footings N Q 3. A aro et is not required where roof surfaces adjacent to the wall or walls are at different elevations and the higher roof is 1. Operable windows with opening that will not allow a 4 inch diameter sphere to pass through the opening where the on soil that consists primarily of clay or silt or have any inorganic material or fill. 14. BOTTOM PLATE TO JOIST OR BLOCKING (NOT AT BWP) 16D AT 16 O.C. FACE NAIL P P OTTOM PLATE TO JOIST OR BLOCKING AT BWP 2 16D AT 16"O.C. FACE NAIL more than 30 inches above the lower roof. )The common wall construction from the lower roof to the underside of the higher roof opening is in its largest opened position. 15 8 deck shall have not less than a 1-hour fire-resistance rating. The wall shall be rated for exposure from both sides. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F 2090. TABLE 8402.2 Concrete: A 28 day minimum compressive strength (f c) t required at the following locations: R302.2.6 Structural independence. Each individual townhouse shall be structurally independent. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. 2. Basement walls exposed to weather: 3000 psi plus 5 to 7� air entrainment 16. TOP OR BOTTOM PLATE TO STUD TWO 16D COMMON. END NAIL 3. Porch slabs, steps, and garage slabs: 4000 psi plus 5 to 7% air entrainment FOUR 8D COMMON. TOE NAIL Z �T � Exceptions: R312.2.2 Window opening and control devices. Window opening control devices shall comply with ASTM F 2090. The window opening R 403.1.4.1 Frost protection: Bottom of all footings to be at least 36" below grade. 17. TOP PLATES, LAPS AT CORNERS + INTERSECTION 2-16D COMMON FACE NAIL W X14 1. Foundations supporting exterior walls or common walls. control device, after operation to release the control device allowing the window to fully open, shall not reduce the net clear uses se orated b a common wal'I as rovided in Section 8302.2, Item 1 or 2 opening area of the window unit to less than the area required by Section 8310.2.1. R 403.1.5 Stepped Footings: Step footing 1 ft vertical maximum on 2 feet horizontal where slope of footing bottom exceeds 10% 21. JOIST TO SILL, TOP PLATE, OR GIRDER THREE 8D COMMON. TOE NAIL V 5. Townho p y P R 403.1.3.6 Isolated concrete footings. In detached one and two family dwellings that are three stories or less in height and constructed " CL 07 8302.3 Two-family dwellings. Dwelling units in two-family dwellings shall be separated from each other by wall and floor assemblies having 22. RIM JOIST OR BLOCKING TO SILL OR TOP PLATE 8D COMMON ® 6 0/C TOE NAIL O O m not less than a 1-hour fire-resistance rating where tested in accordance with ASTM E 119 or UL 263 or section 703.3 of the Section R313 Automatic Fire Sprinkler Systems with stud bearing walls, isolated plain concrete footings supporting columns or pedestals are permitted. d wall R 403.1.6 Foundation Anchorage: Wood sole plates at exterior walls on slabs and all wood foundation wall sill plates shall be anchored 27. BUILT UP GIRDERS AND BEAMS 2X LUMBER 20D COMMON AT 32"O.C. T&B STAGGERED FACE NNL AT EACH LAYER W �J w Building Code. Fire-resistance-rated floor/ceiling and wall assemblies shall extend to and be tight against the exterior wall, an R313.1 Townhouse automatic fire sprinkler systems. Townhouses having a height of three stories above grade plane shall be �- Y assemblies shall extend from the foundation to the underside of the roof sheathing. equipment throughout with an automatic sprinkler system. with Y2 inch diameter anchor bolts spaced as shown on the plans and details. Bolts shall extend a minimum of 7 inches into 28. 2X LEDGER THREE 16D COMMON AT EACH JOIST OR RAFTER. FACE NAIL W w w Exce tions: 8313.1.1 Design and installation. Automatic residential fire sprinkler systems for townhouses shall be designed and installed in concrete and located in the middle third of the width of the plate. A nut and washer shall be tightened on each anchor bolt. 31. WOOD STRUCTURAL PANELS: SUBFLOOR, 6D COMMON (WALL) 6" o/c at edges and 0 a = Q P N 1.A fire-resistance rating of � hour shall be permitted in buildings equipped throughout with an automatic sprinkler system installed accordance with Section P2904 or NEPA 13D. There shall be a minimum of two bolts per plate section and located not more than 12 or less than 3.5 from the end of ROOF, AND WALL SHEATHING TO FRAMING g each plate section. Plates shall be protected against decay and termites. 8D COMMON (ROOF) suppor at interior Z v in accordance with NEPA 13. R313.2 One and two family dwellings automatic fire systems. One and two family dwellings having a height of three stories above SD COMMON (SUBFIOOR) supports (see note f) O 8302.3.1 Sup orting construction. Where floor assemblies are required to be fire-resistance rated by Section R302.3, the supporting ,grade shall be equipped throughout with an automatic sprinkler system. o P a. All nails are smooth-common, box or deformed shanks except where otherwise stated. Nails used fror framing and sheathing `L TABLE 8404.1.2(1) W o construction of such assemblies shall have an equal or greater fire-resistance rating. R313.2.1 Design and installation. Automatic residential fire sprinkler systems shall be designed and installed in accordance with Section Z 5 0 enin Protection. Hone comb-core steel doors not less than' 1 3/8 inches thick, or 20 minute fire-rated doors, equipped with a P2904 or NEPA 13D. Minimum Horizontal Reinforcement for Concrete Basement Walls connections shall have minimum average bending yield strengths as follows: 80 ksi for shank diameter mf 0.192" (20d common nail), 0 R302 .1 p g Y 90 ksi for shank diameters larger than 0.142" but not larger than 0.177", and 100 ksi for shank diamieters of 0.142" or fess. W self-closing device. Doors from garage into habitable space: 45 min. fire rated with self - closing device or automatic - closing MAXIMUM UNSUPPORTED device. Balconies and decks. Sprinkler protection shall be provided for exterior balconies, decks and ground floor patios of HEIGHT OF BASEMENT LOCATION OF HORIZONTAL REINFORCEMENT d. 4-foot-by-8 foot or 4 foot by 9 foot panels shall be applied vertically ❑ Penetration. Ducts in the arae and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be dwellin units where the buildin is of T e V construction. Sidewall s rinklers that are used to rotect such areas W`LL (FES f. Intermediate supports shall be spaced 6 inches on center for a minimum of 48 inch distance from midges, eaves and gable end E T 8302.5.2 Duct 9 9 9 9 YP P P walls and 4 inches on center to gable end wall framing. V � `� constructed of a minimum No. 26 gage sheer steel or other approved material and shall not have openings into the garage. shall be permitted to be located such that their deflectors are within 1 inch to 6 inches below the structural <_8 ONE NO. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY 6i C) R302.6 Dwelling-garage fire separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply members and a maximum distance of 14 inches below the deck of the exterior balconies and decks that are AND ONE NO. 4 BAR NEAR MID- HEIGHT OF THE WALL STORY with Section R302.5. Attachment of gypsum board shall comply with Table R702.3.5. The wall separation provisions of Table R302.6 Constructed of o en wood oist construction. ONE N0. 4 BAR WITHIN 12 INCHES CIF THE TOP OF THE WALL STORY R602.3(5) 2x4 wall studs at 16 inches on center with a maximum height of 10 feet shall support a maximum of one floor plus I- shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall. P >8 AND ONE NO. 4 BAR NEAR THIRD POINTS IN THE WALL STORY roof/ceiling assembly. 2x6 wall studs at 16 inches on center with a maximum height of 10 feet shall support a maximum z m TABLE 8302.6 Gara a walls: 5 8 inch t e X sum board on ora a side, 1 2 inch t e X sum board ono osite wall side at habitable Section 8314 Smoke Alarms of two floor plus roof/ceiling assembly. Exceptions: Where designed by in accordance with) accepted engineering practice or 3 w 9 / YP gYP 9 9 / YP gyP PP J areas. Garage ceiling: `i/8 type X gypsum board R314.1 General. Smoke alarms shall comply with NFPA 72 and Section R314. where the ultimate design wind speed is less than or equal to 130 mph, 2X6 #2 grade Muds supporting a roof load with Z Q i hes shall have a flame s read classification of not greater than i U 217. Combination smoke and carbon monoxide alarms shall TABLE R404.1.2(8) Minimum Vertical Reinforcement for 8, 10 and 12 inch Concrete Basement Walls not more than 6 feet of tributary length shall have a maximum wall height of 18 feet when spaced at 16 inches on (D o o U) R302.9 Flame Spread & Smoke; Density Index. R309.2.1: Wall & ceiling fm s P R314.1.1 Listings. Smoke alarms shall be listed in accordance w th L 200. R30.9.2: Wall & Ceiling finishes shall have a smoke developed index of not greater than 450. Tested in accordance with ASTM be listed in accordance with UL 2034. center and 20 feet where spaced at c inches on center. - MINIMUM VERTICAL REINFORCEMENT BAR 8602.3.2 Top plate. Wood stud walls shall be capped with a double top plate installed to provide o)veriapping at corners and W E84 or UL 723. R314.3 Location. Smoke alarms shall be installed in the following locations. SIZE AND SPACING (INCHES) intersections with bearing partitions. End joints in top plates shall be offset not less than) 24 inches. Joints in plates 0 8302.11 Fire blocking shall be provided in wood-framed construction in the following locations: 1. In each sleeping room. MAXIMUM UNSUPPORTED MAXIMUM UNBALANCED DESIGN LATERAL SOIL PRESSURE OF need not occur over studs. Plates shall be not less than 2 inches nominal thickness and Ihave a width not less than the U_ �A� ��ARc'yi 1. In concealed spaces of stud walls and partitions, including furred spaces and parallel rows of studs or staggered studs, as 2. Outside each separate sleeping area in the immediate vicinity of the bedrooms. WALL HEIGHT BACKFILL HEIGHT 45 PSF PER FOOT 0 DEPTH Width of the studs. F- �� C,y follows: (�En (FES Do not backfill with any soil containing silt or clay. �E' p, F� 4. Smoke alarms shall be installed not less than 3 feet (914 mm) horizontally from the door or opening of a bathroom that R602.6 Drilling and notching of dimensional lumber to conform to sections R602.6, R602.6.1, and figure R602.6(1). Notching & Q . Q � F ,A� 1.1 Vertically at the ceiling and floor levels. WALL THICKNESS (INCHES) . t 4 contains a bathtub or shower. 8 10 12 bored hole limitations for exterior walls and bearing walls, figure 8602.6(2) Notching and bored hole limitations for interior W * ' €._ T 1.2 Horizontally at intervals not exceeding 10 feet. 8314.3.1 Installation near cooking appliances. Smoke alarms shall not be installed in the following locations unless this would prevent 2. At interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings, lacement of a smoke alarm in a location required by Section R314.3. 8 7 NR NR NR non bearing walls & figure 8 late 1 top plate framing to accommodate piping. 16 gage aind 1.5 inch wide metal tie 3. In concealed s aces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall comply with P fastened across and to the plate at each side of the notch with 8-10d nails each side. Follow manufacturers �o. g 8 5 ® 41 NR NR 0 r:„:�I { ' P 1. Ionization smoke alarms shall not be installed less than 20 feet (6096 mm) horizontally from a permanently installed to g 6 m 41 5 ® 22 NR specifications for engineered products. (figure R602.6.1) U) : J 0238 O� Section 8302.7. 4. At openings around vents, pipes, ducts, cables and wires at ceiling and floor level, with an approved material to resist the free cooking appliance. passage of flame and products of combustion. The material filing this annular space shall not be required to meet the ASTM E 136 2. Ionization smoke alarms with an alarm-silencing switch shall not be installed less than 10 feet (3048 mm) horizontally requirements. from a permanently installed cooking appliance. NR denotes no reinforcing required. ❑ FOF . 5. For the fire blocking of chimneys and fireplaces, see Section R1003.19. 3. Photoelectric smoke alarms shall not be installed less than 6 feet (1828 mm) horizontally from a permanently installed Locate vertical bars 1Y4" clear from inside face of walls. The center of bars shall not vary from this by more than % inch. 6. Fire blocking of cornices of a two-family dwelling is required at the line of dwelling unit separation. cooking appliance. 8302.11.1 Fireblocking materials. Except as provided in Section 8302.1, Item 4, fireblocking shall consist of the 4. R 314.4 Interconnection. Where more than one smoke alarm is required to be installed within an individual dwelling unit _ followin materials. in accordance with Section R314.3, the alarm devices shall be connected in such a manner that the actuation of one alarm 0 1 6 0 2 3 9 will activate all of the alarms in the individual dwelling unit. T T�TT 1. Two-inch nominal lumber. U 1 IT 1 5 M DEL A l 2. Two thicknesses of 1" nominal lumber with broken lap joints. W Section 8315 Carbon Monoxide Alarms � SHEET NUMBER 3. One thickness of 23/32 inch wood structural panels with joints backed by 23/32 inch wood structural panels. R315.1 General. Carbon monoxide alarms shall be provided in accordance with section 915 of the Fire Code of NYS. Q 4. One thickness of 31e4 inch particleboard with joints backed by 3/4 inch particleboard. Z 5. One half inch gypsum board. 1 ® 6 MODEL A z 6. One quarter inch cement based millboard. O 7. Batts or blankets o'f mineral wool or glass fiber or other approved materials installed in such a manner as to be securely W W retained in place. COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED TABLE R602.3(3) TRUSS IDENTIFICATION SIGN z 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 P2607.2 Pipes penetrating exterior walls. Where a pipe penetrates an exterior wall, waterproof seal shall be made on the exterior of the PART CONS RESIDENTIAL STRUCTURES WITH TRUSS CC '' MINIMUM NAIL PANEL NAIL ULTIMATE DESIGN the perimeter of slab-on-grade floors shall have rigid, opaque and weather-resistant protective covering to prevent the degradation wall by one of the following methods: TYPE CONSTRUCTION, PRE-ENGINEERED WOOD 2 ^ E SPACING WIND SPEED V ult of the insulation's thermal performance. The protective covering shall cover the exposed exterior insulation and extend not less 1. A waterproof sealant applied at the joint between the wall and the pipe. CONSTRUCTION AND/OR TIMBER CONSTRUCTION o m h 2. A flashing of an approved elastomeric material. 6' DIA. _ 2 MINIMUM MINIMUM MAXIMUM WALL ( P ) than 6 inches (153 mm) below grade. g PP REFLECTIVE RED 0 4� � WOOD NOMINAL PANEL STUD SPACING WIND EXPOSURE N1101.14 (R401.3) Certificate (Mandatory). A permanent certificate shall be completed by the builder or other approved party and posted on P2801.6 Required pan. Where a storage tank-type water heater or a hot water storage tank is installed in a location where water leakage 0 V amici SIZE PENETRATION STRUCTURAL THICKNESS (INCHES) EDGES FIELD CATEGORY a wall in the where the furnace is located, a utility room or an approved location inside the building. from the tank will cause damage, the tank shall be installed in a pan constructed of one of the following: PANTONE (PMS) X187 V IZ 2 (INCHES) PANEL SPAN (INCHES) (INCHES O.C.) (INCHES O.C.) 1. Galvanized steel or aluminum of not less than 0.0236 inch (0.6010 mm) in thickness. Z RATING B C D TABLE N1102.1.2 (R402.1.2) Insulation and fenestration Requirements by Component 2. Plastic not less than 0.36 inch (0.9 mm) in thickness. \ / V O � Sd 4 16 7 16 16 6 12 170 140 135 3. Other approved materials. C) l � ~ U COMMON 1.75 2 / / CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENT SLAB CRAWL A plastic an installed beneath a as-fired water heater shall be constructed of material having a flame spread index of 25 or EFLECTIVE e V •-N ZONE n U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE & SPACE P P 9 9 P R602.3.5 Braced wall panel uplift load path. Braced wall panels located at exterior walls that support roof rafters or trusses U-FACTOR SHGC R-VALUE R-VALUE R-VALUE DEPTH WALL less and a smoke developed index of 450 or less when tested in accordance with ASTM E84 or UL723. 9 RWHITE ly � o N >- (including stories below top star),) shall have the wall sheathing and fasteners designed to resist combined uplift and shear R-VALUE forces in accordance with accepted engineering practice. 4 EXCEPT 0.32 0.55 0.40 49 20 OR 13+5h 8/13 19 10/13 10,2 ft 10/13 Section T101 Scope 1/4" z i o.c j •E5 rn MARINE R802.11 Rafter or truss uplift force. T101.1 General. The provisions shall be applicable for new construction where solar-ready provisions are required. 1/2" x M Cl), 12 Exposure B N1102.2.2 (R402.2.2) Ceilings without attic spaces. Where section N1102.2 would require insulation levels above R-30 and the design of the TRUSS IDENTIFICATION SIGN STROKE U Q o m Fn `r For rafters at 16 o/c in 130mph wind speed. Roof pitch > 5/ p Section T102 General Definitions COMPLIANCE WITH 19 NYCRR 1264 roof/ceiling assembly does not allow sufficient space for the required insulation, the minimum required R-value for such ❑ U M Co Span (ft) 12 18 24 28 32 36 42 48 roof/ceiling assemblies shall be R-30. The insulation shall extend over the top of the wall plate to the outer edge of plate Solar-Ready Zone. A section or sections of the roof or building overhang designated and reserved for the future installation of a SIGNS IDENTIFYING 1HE EXISTANCE OF TRUSS CONSTRUC'PON SHALL CONSISTS OF A CIRCLE 6'IN Uplift Force # 117 149 182 203 226 247 281 314 without compression. The reduction of insulation from the requirements of Section N1102.1.2 shall be limited to 500 elf (46 ms) or solar DIAMETER,WITH A STROKE WIDTH OF 1/2'.THE SIGN BACKGROUND SHAH BE REFLECTIVE WHILE IN Increase x1.09 for pitch < 5/12. Increase x 1.5 for 24"o/c spacing. Increase x 1.32 for 140 mph. M photovoltaic or solar thermal system. COLOR.THE CIRCLE AND CONTENTS SHALL�REFLECTIVE RED�J COLOR,CONFORMING TO PANTONE � R702.3.5.1 Screw fastening. Screws for attaching sum board and sum ane) products to wood framing shall be Type W or Type S in (R percent of the total insulated ceiling area, whichever is less. P Y g 9 9YP gyp P P g YP YP N1102.2.4 (R402.2.4) Access hatches and doors. Access doors from conditioned spaces to unconditioned spaces such as attics and crawl MATCHING SYSTEM(PMS)X187. ;4 _ accordance with ASTM C 1002 and shall penetrate the wood not less than 5/8 inch. spaces shall be weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. Section T103 Solar-Ready Zone SECTION 1265.4,SIGN OR SYMBOL 11 a R702.4 Ceramic Tile. Exception: vertical doors that provide access from conditioned to unconditioned spaces shall be permitted to meet the fenestration T103.2 Construction document requirements for solar ready zone. Construction documents shall indicate the solar-ready zone. THE SIGN OR SYMBOL.REQUIRED BY THIS PART SHALL BY AFFIXED TO THE ELECTRICAL BOX ATTACHED R702.4.2 Backer boards. Materials used as backers for wall tile in tub and shower areas and wall panels in shower area shall be of requirements of Table R1102.1.2 based on the applicable climate zone specified in Chapter 3. TO THE EXTERIOR E THE RESIDENTIAL STRUCTURE: PROVIDED,HOWEVER,THAT: IS AFFIXING THE SIGN OR 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 SYMBOL TO 11iE ELECTRICAL BOX WOULD OBSCURE ANY METER ON THE ELECTRIC BOX,OR IF THE UiIUTY materials listed in Table R702.4.2, and installed in accordance with the manufacturers recommendations. N1102.2.8 (R402.2.8) Floors. Floor framing-cavity insulation shall be installed to maintain permanent contact with the underside of the mandatory access or set back areas as required by the International Fire Code. New multiple single-family dwelling (townhouses) PROVIDING ELECTRICAL SERVICE TO THE RESIDENTIAL STRUCTURE DOES NOT ALLOW THE SIGN OR SYMBOL TABLE R702.4.2 subfloor decking. three stories or less in height above grade plane and with a total floor area less than or equal to 2,000 square feet (185.8 l TO BE AFFIXED TO THE ELECTRICAL BOX,THE SIGN OR SYMBOL SHALL BE AFFIXED TO THE EXTERIOR Backer Board Materials N1102.2.9 (R402.2.9) Basement walls. Walls associated with conditioned basements shall be insulated from the top of the basement wall per dwelling shall have a solar-ready zone area of not less than 150 square feet (13.94ril The solar-ready zone shall be WALL OF THE RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRICAL BOX.THE z MATERIAL STANDARD down to 10 feet (3048 mm) below grade or to the basement floor, whichever is less. Walls associated with unconditioned composed of areas not less than 5 feet (1.52m) in width and not less than 80 square feet (7.44 rl exclusive of access or set SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED PRIOR TO THE ISSUANCE OF A CERTIFICATE ASTM C 1178 basements shall meet this requirement unless the floor overhead is insulated in accordance with Section N1102.1.2 and N1102.2.8. back areas as required by the International Fire Code. OF OCCUPANCY ORA cfR1ncm OF COMPLIANCE O GLASS MAT GYPSUM BACKING PANEL (- FIBER REINFORCED GYPSUM PMIELS ASTM C 1278 N1102.4.2 (R402.4.2) Fireplaces. New wood-burning fireplaces shall have tight-fitting flue dampers or doors, and outdoor combustion air. T103.4 Obstructions. Solar-ready zones shall be free from obstructions, including but not limited to vents, chimneys, and roof-mounted WOOD ROOF TRUSS SPECIFICATIONS: U NONASBESTOS FIBER-CEMENT BACKER BOARD ASTM C 1288 OR ISO 8336, CATEGORY C Where using tight-fitting doors on factory-built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested equipment. I AD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE Z) NONASBESTOS FIBER MAT REINFORCED CEMENTITIOUS BACKER UNITS ASTM C 1325 and listed for the fireplace. T103.7 Roof load documentation. The structural design loads for roof dead load and roof live load shall be clearly indicated on the BUILDING CODE. IY construction documents. hQM � TABLE R703.8.1 N1102 TABLE .4.1.1 (R402.4.1.1) T103.9 Electrical service reserved space. The electrical service panel shall have a reserved space to allow installation of a dual pole 5/8 INCH THICK ROOF SHEATHING IS TO BE USED, WHEN ROOF TRUSSES ARE SPECIFIED AS THE ROOF FRAMING MEMBERS. Z Allowable Spans for steel lintels supporting masonry veneer Air Barrier and Insulation Installation circuit breaker for future solar electric installation and shall be labeled "For Future Solar Electric". The reserved space shall be 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: 0 SIZE OF STEEL ANGLE NO STORY ONE STORY Two STORIES positioned at the opposite (load) end from the input feeder location or main circuit location. D (EQUATION 16-8) U o,c (inches) ABOVE ABOVE ABOVE GENERAL REQUIREMENTS A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE BUILDING ENVELOPE. D + L (EQUATION 16-9) of 000/4 6'-0" 4'-6" V-0" THE EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINUOUS AIR BARRIER. 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. D + S (EQUATION 16-10) O BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. LL Ln L4x3x1/4 e'-o" s'-o" 4'-s' At least one installed at the front and back of dwelling units. D + .6W (EQUATION 16-12) CEILING ATTIC THE AIR BARRIER IN ANY DROPPED CEILING/ SOFFIT SHALL BE ALIGNED WITH THE INSULATION AND ANY g g P y P supply ( ) ( ) O m / E 3901.9 Garage Outlets. Garage receptacle, outlets must be serviced b a separate branch circuit that does not su I other outlets. At D + 0.75 6W + 0.75 S EQUATION 16-13 L5x3.5x5/76 �o'-o' s'-o' s'-o' GAPS IN THE AIR BARRIER SEALED. least one receptacle outlet is required for each cars ace in a garage.ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE WALL DOORS TO UNCONDITIONED ATTIC SPACES SHALL P q P 9 9 ' D = DEAD LOAD, L = LIVE LOAD, S = SNOW LOAD, W = LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL BE DETERMINED IN ACCORDANCE Z � M L8x3.5x1/4 14'-o' s'-a" 7'-0' BE SEALED. E 3902.14 Location of GFCI outlets. All GFCI outlets must be placed in readily accessible locations. WITH CHAPTER 26 TO 30 OF ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND SPEED (101 MPH BASIC DESIGN WIND SPEED) IN EXPOSURE ❑ a, Lon le of the angle shall be laced in a vertical position. WALLS THE JUNCTION OF THE FOUNDATION AND THE SILL PLATE SHALL BE SEALED. CATEGORY B. Long g g p P THE JUNCTION OF THE TOP PLATE AND THE TOP OF THE EXTERIOR WALLS SHALL BE SEALED. r T 1 C. Minimum bearing to be 6". KNEE WALLS SHALL BE SEALED. DESIGN LOADS: TABLE R301.7 ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: veneer installation. Adhered mason veneer shall comply with the requirements of Section R703.7.3. WINDOWS. SKYLIGHTS AND THE SPACE BETWEEN WINDOW/ DOOR JAMBS AND FRAMING, AND SKYLIGHTS AND FRAMING SHALL BE THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS TCLL - 20 PSF PLUS UNBALANCED SNOW LOADING, WIND LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD UP LOADS AS REQUIRED BY R703.12 Adhered masonry masonry DOORS SEALED. THE FOLLOWING LIVE LOADS: ALLOWABLE ASCE7-10 , TCDL = 15 PSF, BCLL=10PSF, AND BCDL = 10 PSF. PROVIDE ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE NOTED R703.12.1 Clearances. On exterior stud walls, adhered masonry veneer shall be installed: 1. Minimum of 4 inches (102 mm) above the earth RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER BOOP: STRUCTURAL MEMBER DEFLECTION ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. R703.12.2 Flashing at foundation. A corrosion-resistant screed or flashing of a minimum 0.019 inch (0.48 mm) or 26 gage galvanized or FLOORS (INCLUDING ABOVE THE AIR BARRIER SHALL BE INSTALLED IN ANY EXPOSED EDGE OF INSULATION GROUND SNOW LOAD 20PSF FROM FIGURE R301.2(6) MINIMUM DISTRIBUTED LIVE LOAD PER TABLE R301.5 Rafters having slopes greater than L/180 TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75". lastic with a minimum vertical attachment flange of 3 '� inches (89 mm) shall be installed to extend a minimum of 1 inch (25 GARAGE AND CANTILEVERED (FOR SOLAR READY ROOF DESIGN LOAD ADD: 24 POUNDS ~� p FLOORS) 3:12 with no finished ceilin attached O mm) below the foundation plate line on exterior stud walls in accordance with Section R703.4. SHAFTS, PENETRATIONS DUCTS SHAFTS, UTILITY PENTRATIONS, AND FLUE SHAFT OPENING TO EXTERIOR OR UNCONDITIONED PER LINER FOOT DEAD LOAD FOR ROOF FRAMING) 9 TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTfALLATION. TRUSS DESIGN R703.8.2.2. Support by roof construction. A steel angle shall be placed directly on top of the roof construction. The roof supporting SPACE SHALL BE SEALED. to rafters DRAWINGS SHALL INCLUDE THE FOLLOWING INFORMATION: Ill construction for the steel angle shall consist of not fewer than three 2 inch by 6 inch wood members for wood construction. A FLOORS: 40 PSF 1. DEPTH, SLOPE (IF ANY), SPAN, AND SPACING. !� wood member abutting the vertical wall stud construction shall be anchored with not fewer than three 5/8 inch diameter by 5 inch GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE AND CONDITIONED SPACES. BALCONIES AND DECKS: 40 PSF Interior walls and partitions H/180 2. LOCATION OF ALL JOINTS. W UNINHABITABLE ATTIC W 0 STORAGE: 10 PSF Floors and ceilings w brittle finish L 360 3. REQUIRED BEARING WIDTHS. lag screws to every wood stud spacing. Each additional wood roof member shall be anchored by the use of two 10d nails at RECESSED LIGHTING RECESSED LIGHT FIXTURES INSTALLED AT IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO / g / / 4.1. TOP CHORD LNE LOAD OR SNOW LOAD. 07 every wood stud spacing. Install flashing and weep holes. The maximum height of the brick veneer above the lintel shall be 12 THE DRYWALL, AIRTIGHT AND IC RATED. UNINHABITABLE ATTIC WITH STORAGE: 20 PSF 1� feet 8 inches, with max 7:12 roof pitch. See figures R03.8.2.1 & R703.8.2.2. SHOWER/ TUB ON THE AIR BARRIER INSTALLED AT EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS SHALL SEPARATE THEM HABITABLE ATTIC W FIXED STAIRS: 30 PSF All other structural members L/240 4.2. TOP CHORD DEAD LOAD. V R703.8.4 Anchorage: Masonry veneer shall be anchored to the the supporting wall studs with corrosion resistant metal ties embedded in EXTERIOR WALL FROM THE SHOWERS AND TUBS. 4.3. BOTTOM CHORD LIVE LOAD. Op mortar or rout and extending into the veneer a minimum 1-1/2 inches, with not less than 5/8 inch mortar or grout cover to ELECTRICAL/ PHONE BOX THE AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL OR COMMUNICATION BOXES OR AIR SEALED ULTIMATE DESIGN WIND SPEED: 130 MPH FROM FIGURE R301.2(4)A Exterior WOIIS With plaster Or stucco finish L/180 4.4. BOTTOM CHORD DEAD LOAD. g 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. ❑ w O outside face. minimum tie size= 22 US gage. Minimum tie fastener = 8d common nail. Airspace= Nominal 1" between sheathing & ON EXTERIOR WALLS BOXES SHALL BE INSTALLED. EXPOSURE CATEGORY: B FROM R301.2.1.4 Exterior Walls with brittle finishes L/180 4.6. CONTROLLING WIND LOADS. veneer. EAch tie shall support not more than 2.67 square feet of wall area and shall be spaced not more than 32" on center SEISMIC DESIGN CATEGORY: B FROM FIGURE 301.2.2 (exempt 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. > �� horizontal) and 24 inches on center vertically. N1102.4.5 (R402.4.5) Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage from seismic provisions of code per Exterior Walls with flexible finishes L/180 6. EACH REACTION FORCE AND DIRECTION. y 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR P4 R703.8.5 Flashingshall be located beneath the first course of masonry above finished ground level above the foundation wall or slab and at between conditioned and unconditioned spaces. All recessed luminaires shall be IC-rated and labeled as havin an air leakage rate R301.2.2) 9 9 Lintels supporting masonry veneer L/600 EXCEPT WHERE SYMMETRICALLY r , other points of support., including structural floors, shelf angles and lintels where masonry veneers are designed in accordance with not more than 2.0 cfm (0.944 L/s) when tested in accordance with ASTM E 283 at a 1.57 psf (75Pa) pressure differential. All PRESUMPTIVE LOAD-BEARING VALUE OF SOIL: 2,000PSF Per TABLE LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. `,,,/ section R703.8. recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. R401.4.1 Includes soil classes: GW, GP, SW, SP, SM, SC, 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. 6/ R703.8.6 Weepholes shall be provided in the outside wythe of masonry walls at a maximum spacing of 33 inches on center. Weepholes shall C402.4 (R402.4.6) Tenant Separation Walls (Mandatory). Fire Separations between dwelling units in two-family dwellings and multiple GM, and GC. 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. D . not be less than 3/16 inch in diameter. Weepholes shall be located immediately above the flashing. single-family dwellings (townhouses) shall be insulated to no less than R-10 and the walls shall be air sealed. 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. Q NOTE: Soils with clay or clay and silt will require a redesign 11. MAXIMUM AXIAL COMPRESSION FORCES R703.14.2 Fire Separation. Polypropylene; siding shall not be installed on walls with a fire separation distance of less than 5 feet (1524 mm) of building footings. 12. REQUIRED PERMANENT TRUSS MEMBER BRACING THE TRUSS MEMBERS. and walls closer than 10 feet (3048 mm) to a building on another lot. Section N1103 (R403) RACING LOCATIONS. CO `� U Exception: Walls perpendicular to the line used to determine the fire separation distance. Systems WOOD FLOOR TRUSS SPECIFICATIONS: Z R801.3 Roof drainage in areas where expansive soils or collapsible soils are known to exist: All dwellings shall have a controlled method of N 1103.1 (R403.1) Controls (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. A B B R EV I AT I 0 N S WOOD FLOOR TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF water disposal from roofs that will collect and discharge roof drainage to the ground surface not less than 5 feet from foundation THE BUILDING CODE. W walls or to an approved drainage system. N 1103.1.1 (R403.1.1) Programmable thermostat. The thermostat controlling the primary heating or cooling system of the dwelling unit shall A.B. ANCHOR BOLT D.S. DOWNSPOUT LT. WT. LIGHTWEIGHT RNG RANGE 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: R802.1.5.4 Labeling each piece of Firea retardant treated lumber and wood structural panels shall be labeled per section 802.1.1. be capable of controlling the heating and cooling system on a daily schedule to maintain different temperature set points at A.F.F. ABOVE FINISH FLOOR DTL DETAIL LT. LIGHT R.O. ROUGH OPENING D (EQUATION 16_8) U different times of the day. This thermostat shall include the capability to set back or temporarily operate the system to maintain ADJ. ADJACENT/ADJUSTABLE EA. EACH R802.4.2 Framing details. Rafters shall be framed not more than 1 M inches (38 mm) offset from each other to ridge board or directly zone temperatures down to 55'F (13'C) or up to 85'F(29'C). The thermostat shall initially be programmed by the manufacturer A.F.T. ABOVE FINISH TREAD LT. LOUVER R. RISER D + L (EQUATION 16 9) opposite from each other with a collar tie. 802.3 Ridge board shall be not less than 1 inch (25 mm) nominal thickness and not with a heating temperature set point no higher than 70'F (21'C) and a cooling temperature set point no lower than 78'F (26'C). ALUM. ALUMINUM E.J. EXPANSION JOINT LT. LAUNDRY TUB RIND ROUND less in depth than the cut end of the rafter. At valleys and hips there shall be a valley or hip rafter not less than 2 inch ELEC. ELECTRICAL D = DEAD LOAD, L = LNE LOAD, and not less in depth than the cut end of the rafter. Hip and valley rafters shall be supported at N1103.2 (R403.2) Hot water boiler outdoor temperature setback. Hot water boilers that supply heat to the building through one or two pipe ANCH. ANCHOR ELEV. ELEVATION MAT MASONRY S.C. SAWCUT (51 mm) nominal thicknessp � ANGLL MAT. MATERIAL SCHEM. SCHEMATIC the ridge b a brace to a bearing partition or be designed to carry and distribute the specific load at that point. Where the roof heating systems shall have an outdoor setback control that lowers the boiler water temperature based on the outdoor temperature. EQ. EQUALLOOR TRUSSES SHALL = DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: g y g p ARCH. ARCHITECTURAL MAX.MmeMAXIMUM SHLF SHELF TCLL = 40 PSF, TCDL = 10 PSF, AND BCDL = 5 PSF pitch is less than three units vertical in 12 units horizontal (25 percent slope), structural members that support rafters and ceiling N1103.3 (R403.3) Ducts. Ducts and air handlers shall be installed in accordance with Sections N1103.3.1 through N1103.3.8. ® AT EQUIP EQUIPMENT MDO MEDIUM DENSITY OVERLAY SHT. SHEET joists, such as ridge beams, hips and valleys, shall be designed as beams. N1103.3.1 (R403.3.1) Insulation (Prescriptive). Supply and return ducts in attics shall be insulated to a minimum of R-8 where 3 inches EXP. EXPANSION MECH. MECHANICAL SIM. SIMILAR TRUSSES SHALL HAVE A MAXIMUM LIVE LOAD DEFLECTION OF L/480 AND A TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75'. Where ceiling joists or rafter ties are not provided, the ridge formed by these rafters shall be supported by a wall or girder (76.2 mm) in diameter and greater and R-6 where less than 3 inches 76.2 mm in diameter. Supply and return ducts in other EXT. EXTERIOR STAINLESS STEEL ( ) pp y BD. BOARD MIN. MINIMUM S.S. designed in accordance with accepted engineering practices. EE. EACH END STEEL TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN portions of the building shall be insulated to a minimum of R-6 where 3 inches (76.2 mm) in diameter or greater and R-4.2 BLDG. BUILDING STL• STRUCT. STRUCTURAL DRAWINGS SHALL INCLUDE THE FOLLOWING INFORMATION: R802.7.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural glueBM BEAM laminated where less than 3 inches (76.2 mm) in diameter. M.O. MASONRY OPENING MIL. METAL SUSP. SUSPENSION 1. DEPTH, SPAN, AND SPACING. members, cross-laminated timber members or I-joists are prohibited except where permitted by the manufacturers Exception: Ducts or portions thereof located completely inside the building thermal envelope. BTM BOTTOM F/C FLOOR COVERING CHANGE SLIDING GLASS DOOR 2. LOCATION OF ALL JOINTS. recommendations or where the effects of such alterations are specifically considered. N1103.3.2 (R403.3.2) Sealing (Mandatory). Ducts, air handlers and filter boxes shall be sealed. Joints and seams shall comply with section BL.KG. BLOCKING F.D. FLOOR DRAIN N.I.C. NOT IN CONTRACT SGD 3. REQUIRED BEARING WIDTHS. R802.8.1 Bridging. Rafters and ceiling joists having a depth to thickness ratio exceeding 6 to 1 based on nominal dimensions shall be M1601.4.1. BRG. BEARING SQ, SQUARE supported lateral) b solid blocking, diagonal bridging (wood or metal) or a continuous 1 inch by 3 inch wood strip nailed across FON. FOUNDATION (NIS) NOT TO SCALE 4.1. TOP CHORD LNE LOAD OR SNOW LOAD, PP Y Y 9 9 Exceptions: BRK BRICK 4.2. TOP CHORD DEAD LOAD. o � N M " N FLR. FLOOR TOWEL BAR P BSMT BASEMENT FP FIREPLACE TB& G TONGUE AND GROVE 4.3. BOTTOM CHORD LIVE LOAD. the rafter or ceiling joists at intervals not exceeding 8 feet. 1. Air-impermeable spray foam products shall be permitted to be applied without additional joint seals. q CENTER LINEO.C. ON CENTER 4.4. BOTTOM CHORD DEAD LOAD. an R802.9 Trimmer joist: single header d trimmer for openings up to 4'-O" and doubled over 4'-0" unless otherwise noted on plan. F•R• FIRE RATED TGS TOP OF GRADE SLAB 2. For ducts having static pressure classification of less than 2 inches of water column (500 Pa), additional closure systems shall C.M.U. CONCRETE MASONRY UNIT MM FRAME OPER. OPERATOR TFW TOP OF FOUNDATION WALL 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. Connect with tecos for header joist spans of 6'-O" and greater. not be required for continuously welded joints and seams, and locking-type joints and seams of other than the snap-lock and C.J. CONTROL JOINTOPNG. OPENING 5. ADJUSTMENTS TO LUMBER AND JOfNT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. FT R806.3 Vent and insulation clearance. Where eave or cornice vents are installed, blocking, bridging, and insulation shall not block the free button-lock types. COL. COLUMN FFOOT / FEET TYP TYPICAL flow of air. Not less than a 1 inch space shall be provided between the insulation and the roof sheathing and at the location of FG FOOTING OPT. OPTIONAL T TREAD 6. EACH REACTION FORCE AND DIRECTION. O.S.B. ORIENTED STRAND BOARD TR 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR the vent. N1103.3.3 (R403.3.3) Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage. CONC. CONCRETE TOWEL ROD N1103.4 (R403.4) Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105'F (41'C) COND. CONDITION GA. GAUGE OZ. OUNCE TRPL TRIPLE EXCEPT WHERE SYMMETRICALLY CONT. CONTINUOUS GALV. GALVANIZED 1 R ONE R00 LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. Section R807 Attic Access or below 55'F (13'C) shall be insulated to a minimum of R-3.N1103.7(R403.7) Equipment sizing and efficiency rating (Mandatory). G.C. GENERAL CONTRACTOR / 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. UNLESS NOTED OTHERWISE Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on building loads calculated in accordance CONST. CONSTRUCTION GEN. GENERAL 1/S ONE SHELF U.N.O. 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. R807.1 Attic access. Buildings with combustible ceiling or roof construction shall have an attic access opening to attic areas that have a with ACCA Manual J or other calculated in accordance with ACCA Manual J or other approved heating and cooling calculation CTSK. COUNTERSUNK PC POURED CONCRETE 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. Z Z Z Z Z Z vertical height of 30 inches (762 mm) or greater over an area of not less than 30 square feet (2.8l The vertical height shall methodologies. C.O. CASED OPENING GYP GYPSUM VERTICAL be measured from the top of the ceiling framing members to the underside of the roof framing members. PBD• PARTICLE BOARD VERT. 11. MAXIMUM AXIAL COMPRESSION FORCES B THE TRUSS MEMBERS. N1103.6 (R403.6) Mechanical ventilation (Mandatory) The building shall be provided with ventilation that meets the requirements of the 2015 CANT. CANTILEVER G L GLUE LAM V.I.F. VERIFY IN FIELD 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. O o o O O o PL. PLATE WASHER The rough-framed opening shall be not less than 22 inches by 30 inches (559 mm by 762 mm) and shall be located in a C.T. CERAMIC TILE WITH DRAFfSTOPPING: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR-CEILING l X W if Of Of less than 22 inches wide b 30 International Mechanical Code (as amended), the 2015 International Residential Code (as amended), or the New York City HGT. HEIGHT PNL. PANEL W HDWR. HARDWARE W hallway or other readily accessible location. Where located in a wall, the opening shall be not I Y Construction Codes, as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have CLG. CEILING HORZ. HORIZONTAL HORIZONTALLY PWD. PLYWOOD WOOD ASSEMBLY, DRAFFSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DRAFTSTOPPING SHALL inches high (559 mm wide by 762 mm high). Where the access is located in a ceiling, minimum unobstructed head-room in the automatic or gravity dampers that close when the ventilation system is not operating. C.M. CROWN MOULD WD. attic space shall be 30 inches (762 mm) at some point above the access measured vertically from the bottom of ceiling framing C.R. CHAIR RAIL HD.WD. HARDWOOD PF. PREFABRICATED WELDED WIRE FABRIC DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING members. See Section M1305.1.3 for access requirements where mechanical equipment is located in attics. HR. HOUR PR. PAIR W.W.F. MEMBRANE BELOW, CON TRUCTED SHALL BE PROVIDED IN FLOOR-CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: Q D DRYER PROJ. PROJECT PROJECTED WO OR W/0 WALKOUT FLOOR FRAMING IS CONSTRUCTED OF TRUSS-TYPE OPEN-WEB OR PERFORATED MEMBERS. `LO Section N1104 (R404) Electrical Power and Lighting Systems HDR. HEADER / WINDOW !R PENNY PSI POUNDS PER SQ. IN. WNDW MATERIALS: DRAFISTOPPING MATERIAL SHALL BE NOT LESS THAN 1/2 INCH GYPSUM BOARD, 3/8 INCH WOOD STRUCTURAL PANELS. � Section R902 Fire Classification N1104.1 (R404.1) Lighting and equipment (Mandatory). Not less than 90 percent of the permanently installed lighting fixtures shall contain only HB HOSE BIB 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 high-efficacy lamps. DBI. DOUBLE I.D. INSIDE DIAMETER PSF POUNDS PER SQ.FT. TYPICAL ROOF & FLOOR TRUSS NOTES: roofing shall be installed in ,jurisdictions designated by law as requiring their use or where the edge of the roof is less than 3 DIA. DIAMETER INGR. IN GROUND P.T. PRESSURE TREATED feet 914 mm from a lot fine. Class A, B and C roofing required by this section to be listed shall be tested in accordance with Section M1305 Appliance Access DLR. DIRECTION QUAD. QUADRUPLE * TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND MANUFACTURE OF e ( ) 9 DN DOWN INT. INSULATION (� UL 790 or STM E 108. M1305.1 Appliances access for inspection service, repair and replacement. Appliances shall be accessible for inspection, service, repair and DR. DOOR INT. INTERIOR REQ'D REQUIRED METAL-PLATE-CONNECTED WOOD TRUSSES SHALL COMPLY WITH ANSI/TPI 1. THE TRUSS DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY � photovoltaic panel system installed on or above the roof covering replacement without removing permanent construction, other appliances, or an other piping or ducts not connected to the I.S. INSIDE CORNER REF. REFER TO REFERENCE A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF NEW YORK. Z w R 902.4 Rooftop mounted photovoltaic; panel system. Rooftop mounted phot p y 9 P 9 P PP Y P P 9 DW DASH WASHER RMS. ROOMS * TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT WOOD) MEMBERS CLAMPED IN RIGID W s , hall be tested listed and identified with a fire classification in accordance with UL 2703. Class A, B or C photovoltaic panel appliance being inspected, serviced, repaired or replaced. A level working space not less than 30 inches deep and 30 inches wide DWG. DRAWING JT. JOINT REINF. REINFORCING,REINFORCED FIXTURES DURING ASSEMBLY TO INSURE TIGHT FITTING JOINTS. 2 E__q U n appliance. * 0 system shall be installed in jurisdictions designated by law as requiring their use or where the edge of the roof is less than 3 (762 mm by 762 mm) shall be provided in front of the control side to service a pp KSI KIPS PER SQUARE INCH TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. THE CONTRACTOR IS feet (914 mm) from a lot line. M1305.1.3 Appliances in attics. Attics containing appliances shall be provided with an opening and a clear and unobstructed passageway large RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN 0 O m R 903.2.1 Exposed wall flashing required to have akick-out where the eave of the roof intersects a wall to prevent water intrusion into the enough to allow removal of the largest appliance, but not less than 30 inches (762 mm) high and 22 inches (559 mm) wide and DESIGNED AND INSTALLED TO PREVENT ROTATION AND PROVIDE LATERAL STABILITY IN ACCORDANCE WITH ACCEPTED 'INDUSTRY PRACTICE SUCH AS P 9 q o wall assembly. not more than 20 feet (6096 mm) long measured along the centerline of the passageway from the opening to the appliance. THE SBCA BUILDING COMPONENT SAFETY INFORMATION (BCSI) GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING' & BRACING OF METAL PLATE � Y R 905.1.2 An ice barrier/ water shield shall be installed per manufacturers specifications, to maintain product warranty. Carry down M1307.3 Elevation of ignition source. Appliances having an ignition source shall be elevated such that the source of ignition is not less CONNECTED WOOD TRUSSES. W front of fascia min 4" typical. Apply ice & water shield in fair weather when the air, roof deck and membrane are at than 18 inches (457 mm) above the floor in garages. * TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY WITHOUT' THE APPROVAL OFA 0 w yp PP y � REGISTERED DESIGN PROFESSIONAL. v � temperatures of 40 degrees Fahrenheit or higher. Ice protection requirements per table R301.2(1). Install ice & water M 1502 Clothes dryer duct maximum length not to exceed 35 from the connection to the transition duct and reduced 2-1/2 inches for GRAPHIC SYMB0LS (D shield at all eaves, gable ends, hips & valleys. On roofs slopes less than 4:12, entire roof to receive ice & water every 45 degree bend and 5 feet for each 90 degree bend. Install booster fan for additional lengths. Clothes dryer exhaust system * THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY BRACING HAS C� shield. shall comply with code section M1502 listed and labeled in accordance with UL2158A. Exhaust duct size shall comply with code BEEN DESIGNED AND INSTALLED FOR THE INS111U1110N OF THE TRUSSES. o Ill section M1506. WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: CO ~ R 905.2.2 Slope. Asphalt shingles shall be used only on roof slopes of two units vertical in 12 units horizontal (2:12) or greater. For roof ® STRUCTURAL CALL. REFERENCE Z slopes from two units vertical in 12 units horizontal (2:12) up to four units vertical in 12 units horizontal (4:12), double DET - All general notes unless otherwise noted on plans or product specifications. a slopeundea meat application on rt required in accordance with Section R905.1.1. G2415.7 (404.7) Protection against physical damage: Where piping is installed through holes or notches in framing members and the piping DETAIL REFERENCE � "' Y PP q SHT - All applicable state & local codes, ordinances and regulations if any. ❑ hall be galvanized steel stainless steel aluminum or copper roofing nails, minimum 12 is located less than 1 % inches (38 mm) from the framing member face to which wall, ceiling or floor membranes will be " FLOOR FINISH CHANGE - In areas where the drawings do not address methodology, the contractor shall be bound to perform strict �T co R 905.2.5 Fasteners. Fasteners for asphalt shingles s g PP 9 �'+ attached, the pipe shall be protected b shield plates that cover the width of the pipe and the framing member and that extend U 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 P P P Y P P P 9 compliance with manufacturer's specifications and / or recommendations. _ � LLI U r at the piping asses J r the framing member that penetrate through the roofing materials and not less than '/. inch 19.1 mm) into the roof sheathing. Where the roof sheathing is not less than 4 inches (51 mm) to each side of the framing member. Where h g p p g p Pe g g ( through is a bottom plate, bottom track, top plate or top track, the shield plates shall cover the framing member and extend not # DOOR � HARDWARE TYPE - General contractors and subcontractors to review these construction documents upon receipt from archiitect l 0 less than % inch (19.1 mm) thick, the fasteners shall penetrate through the sheathing. and report any and all discrepancies including any dimensional conflicts, immediately to architect for I- r R 905.2.8.3 Sidewall flashing. Base flashing against a vertical sidewall shall be continuous or step flashing and shall be not less than 4 less than 4 inches (51 mm) above the bottom framing member and not less than 4 inches (51 mm) below the top framing DET _ _ _ DET inches 102 mm in height and 4 inches (102 mm) in width and shall direct water away from the vertical sidewall onto the roof member. BUILDING SECTION corrective measures prior to construction. z m ( ) 9 G2426.7.1 502.7.1 Door swin Appliances and equipment vent terminals shall be located such that doors cannot swing within 12 inches SHT SHT - DO NOT SCALE DRAWINGS. DIMENSIONS SHALL BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. g w or into the gutter. Where siding is provided on the vertical sidewall onto the roof or into the gutter. Where siding is provided on ( ) g APP - J side wall the vertical le of the flashing shall be continuous under the siding. Where anchored masonry veneer is (305 mm) horizontally of the vent terminal. Door stops or closures shall not be installed to obtain this clearance. < # �- PARTITION TYPE - The general notes and typical details apply throughout the job unless otherwise noted or shown. � the vertical g 9 �/ - DISCREPANCIES: The contractor shall compare and coordinate all drawings; when in the opinion of the - provided on the vertical sidewall, the base flashing shall be provided in accordance with this section and counterflashing shall be G2427.8 A mechanical draft venting system, excluding direct vent appliances, shall terminate not less than 4 feet below, 4 feet horizontally provided in accordance with Section R703.7.2.2. from or 1 foot above any door, operable window or gravity air inlet into any building. The bottom of the vent terminal shall be contractor, a discrepancy exists, the contractor shall promptly report it to the architect for proper R 905.2.8.5 Drip edge. A drip edge shall be provided at eaves and rake edges of shingle roofs. Adjacent segments of drip edge shall be located not less than 12 inches above finished ground level. adjustment before proceeding with the work. W than inch 6.4 mm below the roof sheathing The vent terminal of a direct vent appliance with an input of 10,000 BTU per hour or less shall be located not less than 6 inches - OMISSIONS: In the even certain feature of the construction are not fully shown on the drawings, their U \� 0£�A Cy�� overlapped not less than 2 inches (51 mm). Drip edges shall extend not less )4 ( ) g from an air opening into the building. Such an appliance with an input over 10,000 BTU per hour but not over 50,000 BTU per construction shall be of the same character as for similar conditions that are shown or noted elsewhere on F- C9 po F F and extend up back onto the roof deck not less than 2 inches (51 mm). Drip edges shall be mechanically fastened to the roof Y P 9 9 PP P P deck at no more than 12 inches (305 mm) o.c. with fasteners as specified in Section R905.2.5. Underlayment shall be installed hour shall be installed with a 9 inch vent termination clearance. the construction document set. 2 �� t 1 �� over the drip edge along eaves and under the drip edge along rake edges. The vent terminal of a direct vent appliance with an input of over 50,000 BTU per hour shall be located not less than 12 inches from an air opening into the building. - All work is to be performed in a professional manner and in accordance with best practice and consistent R 1001.1 Masonry fireplaces & chimneys to be constructed in accordance with Section R1001 and the applicable provisions of Chapters 3 Y P 9 g• with manufacturers and suppliers recommended installation procedures. _ * s b and 4 of this code. - The architect has not been retained to perform framing inspections and or field inspection. The architect U : -'� R 1003.9 Termination. Chimneys shall extend not less than 2 feet higher than any portion of a building within 10 feet, but shall not be less Section G2439 (614) Clothes Dryer Exhaust P 9 P / P �.x,;�' `' than 3 feet above the highest point where the chimney passes through the roof. G2439.1 (614.1) Installation. Clothes dryers shall be exhausted in accordance with the manufacturer's instructions. Dryer exhaust systems is therefore not responsible for any and all conflicts including weatherazation, water proofing and framing 02 AO O� shall be independent of all other systems and shall convey the moisture and any products of combustion to the outside of the with respect to the construction documents. PURSUANT TO SECTION 69.5 (b) OF THE NEW YORK STATE EDUCATION DEPARTMENT, REGULATIONS OF THE COMMISSIONER ❑ : F NE`N Section R1004 Factory-Built Fireplaces building. ("REGULATIONS' , 8 NYCRR 69.5, ENTITLED "SEALS", AN ARCHITECT WHO SEALS "PLANS, SPECIFICATIONS AND REPORTS" MUST PLACE :•. • • .....•. • .• •..........•........•..' R 1004.1 Facto built fireplaces shall be listed and labeled and shall be installed in accordance with the conditions of the listing. Factory G2439.4 (614.5) Dryer exhaust duct power ventilators. Domestic dryer exhaust duct power ventilators shall be listed and labeled to UL 705 Factory A STAMPED WARNING ON THE SEALED DOCUMENT INDICATING THAT: IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING built fireplaces shall be tested in accordance with UL 127. for use in dryer exhaust duct system. The dryer exhaust duct power ventilator shall be installed in accordance with the R 10004.5 Gasketed fireplace doors. A, gasketed fireplace door shall not be installed on a factory built fireplace except where the fireplace manufacturer's instructions. UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER AND ITEM IN ANY WAY. J NU Bi6O23- R system has been specifically tested, listed and labeled for such use in accordance with UL 127.1006.1 Factory built or masonry fireplaces shall be equipped with an exterior air supply to ensure proper fuel combustion unless the room Section P2607 Waterproofing of Openings Al ) R�' is mechanically ventilated and controlled so that the indoor pressure is neutral or positive. See sections R1006.1.1- R1006.5. P2607.1 Pipes penetrating roofs. Where a pipe penetrates a roof, a flashing of lead, copper, galvanized steel or an approved elastomeric UNITS 105 (MODEL A 1 & W material shall be installed in manner that prevents water entry into the building. Counterflashing into the opening of pipe serving SHEET NUMBER Energy Efficiency as a vent terminal shall not reduce the required internal cross-sectional area of the vent pipe to less than the internal Q N1101.10.1.1 (R303.1.1.1) Blown or sprayed roof/ ceiling insulation. The thickness of blown in or sprayed roof / ceiling insulation (fiberglass or cross-sectional area of one pipe size smaller. (L r-," 2 Acellulose) shall be written in inches (mm) or markers that are installed at least one for every 300 square feet (28 l throughout 1 0 6 M O DEL 1 1 Z the attic space. The markers shall be affixed to the trusses or joists and marked with the minimum initial installed thickness with U) U) numbers not less than 1 inch (25 mm) in height. Each marker shall face the attic access opening. Spray polyurethane foam W thickness and installed R-vcllue shall be listed on certification provided by the insulation installer. COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WHEN NOT ALI6NED WITH RAFTER, 0 CONNECT KING 5TUD5 TO TOP PLATE Z A65-Vi T EACH PAIR ROOF FRAMING WRAP 1-1/48X22 6A 6ALV.COIL STRAP 2x4 OR 2x6 W �'�'1 CS-20 X 21f MN OF OPPOSN6 RAFTERS OVER TOP OF TOP PLATE AND NAIL CRIPPLE STW5 0 ATTACH TO EMH PAR 16 O.C. ���RAFTERS 2x ACO LEDGER W/2-3/8 x5 LA6 DBL TOP PLATE � ROOF RAFTER, BOLTS o 161 Or, INTO STUDS " ROM PLAN U ROS RAFTS. PLAN SIMP50N 51RON6-TIE 2X BLOGKIN6 O '~ U O A35 o EVERY RR AT 2 END BAYS 2X4 STUD WALL OR CEILING J015T OR 6ABLE END T146 � � .� SIMPSON s7RcfNy SMPSM STRONG - - TPX55 BOTTOM CHORD SIMPSON H2 CONNECTOR 0 EA "� 4-d .� u) W/5fRON6BA0* O i o °� m SIMPSON STRONs-TIE H2 8D NAILS -TE HL5 H6 51M'S0N STRONG-TIE 8d NAILS TYP. RDC STEAL'S SFVI.L GE ATTK,HED TO EACH PAR OF A'P05M6 RAFTERS. ALTERNATE TO 81176E STRAP, H3® EVERY RR RAFTER To STUD AND KIN65 TYP. RPW STRAPS ARE NOT WHEN OAlAR TES OF PROVIDE 2X4 GO LAR TIE AT (H-EN ALIGNED) ! ■ p COMBINATION ONLY WHEN STIA� AND NCMw V4 OR 2X4 L1Nn ARE LZATID�TIf UPPER TURD 6F THE UPPER THIRD OF THE ATTIC SPACE FOR USE WHEN 5=6 AND USE IN ATTI6 SPACE AAD ATTKM TO EACH PAR OF RAPIERS W/"d NALS W/4-104 AT EACH RAFTER) G5-22 STRAP AT co a--• v,N } IZAI=TBRS AL16N `RAPTER5 DO NOT AL16N EACH STUD,SEE Z C �Z L5U26 FOR 2x6 DETAIL 4 ODER Z lL co I cn a M LEV25 FOR 2x8,2x10,OR 2x12 tl� O o � U co FRAMED U _ � o WI OR (� "' MIDGE 5T-RAP DETAIL / -RIDGE STRAP DETAIL 51MP5oN 5TRON5-TIE 2X4 OR 2Xb °R D0°R `" LU28 0 EVERY GJ STUDS® I6"O.G. (FOR GATH.OL65 WITHOUT GOLLAR TIES) / (WITH OR WITHOUT COLLAR TIE-5) NO SPECIAL FT = 2 2x AGQ LET76ER WN/3/8'x5"LA6 GONNEGTORS REQ � Qy N.T5. LOCATE AT EVERY`RAFTER // ✓ N.T5. LOCATE AT EVERY RAFTER BOLT o l6 Or, IVTO 5TU175 IN THIS AREA STRAPPING TO BE I-I/4"X22 6A SI P""SiRGt�i Sher"STRONG / TO BE,SEE DETAIL 4/171.ALL STRAPPING TE LT5 TE Hi ~ TO BEAR A MIN.OF 10'ON FRAMING. �. STW ep NOES TYP.V�MAY Ic� � / PORGH --ROOF GABLE END HALL T�5 �<,�•BATH"15 U". // STR>�PP I NC DETAIL w STUDS AND USE IN COMBINATION ONLY WHEN 5TUDS AND DETAIL AT /TTI G �� z `FOR L1 RS ALIGN DO NOT AL16N I N.T.S. I ( N rs. O STRAPPING TO RUIN ONTO RIM J015T,SEE � DETAIL 9/DI(ONE STORY)OR ONTO STUD j AT WALL BELOW MV STORY) ROOF RAFTER HURR I DANE T I E5\\ • • • e \ • I N.T5. LOCATED AT EVERY ROOF RAFTER \ 0 •• Z ATT I G ST-RAPP I NC DETAIL 0 - P05T rte, 12 FOR FRAME GONNEGTI ONS o •' USE FlGG�-"F AT EN75 DI NTS, O M • 1015T6451 2ND F=LOOR PRF__ ' Z 4-I6d FACE NAILS FROM `-MM(2)2x PROVIDE 3"X3VX3"WASHER PLATE AT ALL ANCHOR BOLTS �� qZ 4x KING STUD INTO HEADER SECURED BY WOOD 51LL PLATES. GOLUMN POST TOP ANGHOR START NALS 51�N�P>�W � 5 MAY BE USED IN LIB)OF w / LOCATE AT E. EVERY COLUMW 6tRDgR CONNECTION H/2"IP f1zGM PROVIDE 3'Xb'xo36'6ALV.STA PLATE W/ END LBN6m N.T5. DV 6F SM 6-817 NAILS AT CORNERS AND INTER5FT1N6 (�NAILS MN N r MR � � �/ �-'` WALLS. 3'X12"XD3b'6ALV.STA PLATE IN 7 a MP50N LSTA12 STRAP KI LENGTH(TYP.) l _ 1 r ----NO NAILS � IWAL.LS HEW 2-W NAILS TTN�E 5IN6LE PLATE OR AT OPT JOINTS IN (WADER 5I IOD NAILS EACH END AT CLEAR SPAN I 2Xb KING STUDS(UANJ, EACH JACK STUD 00 air LftTh / � 24'MINIMUM LAP SPLICE ONE O SPANS UP TO 6 FLLT TWO FOR SPANS 6 7012 fEtT 21/b' 5/6'0 A301 ROD THREADED b'BOTH ENDS. THREE FOR SPANS 12 7016 FEET 2X6 JACK STUDS N.O.N.1: O ■� PROVDE MN Ew Bp�Opi PRF-DB�(r 3/4"AND 1"ROD AT 51MP50N STEEL 5TRON6 WALL,SEE PLANS 12-IGD MIN NAILS ONE AT SPANS<6 Pte' OF,X IST FLOOR W LENGTH AT ALL SPLICES TWO AT SPANS FROM b'TO 12' W p'MND iv UNLE55ANOTED�OTHERWISE ON PLAN 51MPSON POST BASE 2"X3/e•X3°WA5HER PL W/NUT EACH 51DE 0_ ABU44 OR ABU66,SEE PLAN (4)NAILS MN IN UPPER STORY SHEAR 12'LENbm(TYP.) G5-22 COIL STRAP 1 - WALL TO GIRDER ALTERNATE ANGHOR BOLT DETAIL @ EXTERIOR HALL ❑ W O FLOOR TO FLOOR TIES I BELOW GONNEGTION EOR SET BACK WALLS HDU HOLD-DOHNS AND STRONG HALL HEADER GONNEGTION 4 N T5, LOCATED AT EVERY STUD I \ 1,70 HOOKED ANCHOR BOLT INT DOUBLE TOP HALL PLATE SPL I GE DETAIL I6 \ FOUNDATION BOLT Bir oR EXPANSION @7- MINIMUM N.TS. I N.TS. I N.T.S. N.T.5. U BOLT NY 5'MINIMUM EMB�h�N'r �/ P4 NOFE \ OL 5fR/W5 LMM S UR M6 PROVDE:bd 6640(ON x 25'LONG)NAILS. I \ OOL STRAPS m Stumm PRO1tm -19d OOMMON(0.151 x Y I")NALS I \ \\ COLUMPOST BOTTOM ANGHOR Q \ OKT-5-�I:ATE ALLOWABLE HOLES - U)AT EVgRY COLUMN/6tRDI=R GONNEGTION torr RPTER 8D NAIL o b'0/C AT ALL PANE.ED6E5 TonArV&L"lW 160NAIL 024 0/G LVL Headers and Beams \ FIRAM N MALS TOE NAI IP Ibo NAIL o 24'0/0 Z 15 FM WF411 HIP RAFTER, SFIEA°THINC7 Pl YWOOD Microllame LVL wrTBt 51MPSON HGP HIP 5EE PLAN INTERIOR 1.3E TimberStrande and (4)NNs MHN CORNER TIE hole zo largest holer(minhmum) NOTE,WERE 24'WIDE MINIMUM FULL HE16HT I 12"1�6m(TM LSL hole zone holeParaame PSL Y depth U WALL RETURN 15 PROVIDED AT ENDS OF II0 BRAGEV WALL LINE THE 800#HOLD"MAY I F' BE ELIMINATED. PROVIDE TWO(OPE AT EACH 4, r LENGTH(MN) SD NAIL®6'0/G 51M 65-22 STRAP'PER DETAIL 4 IN LIEU OF I cJ Bp `'J INTERIOR - L5TA36 STRAP' SHOWN IN THE DETAIL NAIL SHEATHING TO ° o AT ALL PANEL ED6E5 d T SILL PLATE W/ad 2x AC-0 SILL PLATE. DOUBLE - - - - -- -L- - - 0 0 o EXTERIOR GYPSUM BOARD o 0 0 NAILS 0 4'0/6 5ILL AT FULL BA5H4EFIP5 J 1'MINIMUM 5/8 DIA STEEL ANCHOR - - - - - tx F7 rtAT VAlEY Microllam® LVL and BOLTS MAX 2 8 OG. 817 NAIL® 12"0/G AT ALL SL PSL EXTEND BOLTS MIN.T INTO 05-22 COIL STRAP To Rn1'IBt MEMBERS NOT AT PANEL ED6E5 allowed hole zone FDK WITH T16WEWO NUT aOMNmiddle Y span 3k 3'WA5HB2 TO EA04 BOLT. (2)2 x 6 K4 5hP�aON LTP4 PLATE WV ID TO 15/32"05B OR PROVIDE TERF9TE SHIED SILL 5LL RATE �"cA SIRUP INSIDE CORNER OUT5IDE CORNER #4 CONTINUOU5 BAR RM NND SLL RATE 0 1 0/6 AT Enol RVIM VM PLYWOOD 5LEATHIN6 d 1.3E TimberStrande LSL allowed hole zone d L5TA36 W/10-10d NAILS 5EAL AND MAINTAIN 8'MIN r- co INTO 57M ABOVE AND LDGA7W V TO 6' FROM Nb TO FIN151ED 6RADE BELOW(2 FAG1 GORNEW FROM TOP OF WALL NO1E, NAL ns r aD wrcUL PLAN VIEW PLAN VIEW I.- M o 17 M General Notes4 Q N N r; N � Tall-2,980x COIL STRAPS mom SHEATHING PROVIDE:bd COMMON(0.131 x 25'LONG)NAILS.COIL EXTERIOR HALL TOP �/ �p / / o N M oo N 5E FOUNDATION PLAN EXTERIOR GORNER HEADER MAXIMUM ROUND • Allowed hole zone suitable for uniformly loaded STRAPS OVER SFEAIHIN6 PROVIDE,IOd COMMON(0.131 x 3'LONGI NAILS. DEPTH HOLE SIZE headers and beams only. LAY-OVER OR FALSE= VALLEY PLATE HIP GONNEGTION HALL ERAMINO 4Y8" 1'l • Round holes only nd STORY (�ORNE�R GONNEGTOR5 8 TYPIGAL ANCHOR BOLT STUD TO RIM JOIST TO SILL PLATE I� 5 I Itf'tPPIN�7 D�TA<I�. 5Yz" 1%4" • No holes in cantilevers. S 7Y4"to 20" 2" • No holes in headers or beams in plank orientation. N T5. LOCATED AT EERY CORNER N.TS. LOCATION A5 NOTED N.TS. LOCATE AT EVERY STUD NTS. KTs N.T.S• N.T.S. See illustration for Allowed Hole Zone DO NOT cut,note or drill holes in headers except as indicated in illustrations and tables. A MINIMUM OF TWO BRACED WALL LINES OW ARE REQUIRED IN EACH DIRECTION OF A BUIL�IN6. BWLS SHALL NOT BE SPACED DQMM STRAP AND WALL allTHIN6 fl siu TUFT � O O O O O O MORE THAN 60 FT APART. WALLS WITHIN A BK_SHALL NOT BE OFFSET BY MORE THAN 4 FEET FROM A BWL. BWL LOCATIONS ARE NOTE, TO TOP or POMP WALL IF USED��I( Nei TO TOP OP PONY WALL r LI5l� I � � � � � � INDICATED ON FLOOR PLANS 2 FT MAX PONY WALL MAY BE I I 2 FT MAX PONY WALL MAY BE - %I"Vn MADOPM AT CS WXV A BRACED WALL PANEL(BWP)SHALL DE-61N WITHIN 10 FEET OF EACH END OF A BWL- THE V15TANCE BETWEEN ADJACENT PLACED ON TOP OF HEADER PLACED ON TOP OF WADER � � � � � � WALL END PME 5(I`fPE A)L HDU A5 RE(A M ED6E5 OF BWPS 5HALL NOT BE 6REATER THAN 20 FEET. THERE SHALL BE A MINIMUM OF TWO BLNP ON EACH BNL EXCEPT AT 1.0 AT bRK.FD WNL PETALS G AND D. WALL5< I6 FEET LONG MAY HAVE ONE 48"OR LONGER BWP. BNP 9 ARE TYPICALLY G5-W5P SHEATHED BRACED WALL PANELS (TYPE A)OR GYPSUM BOARD 6B(TYPE B). PROVIDE TYPE G,D,I,OR F PANELS A5 NOTED ON PLAN WHERE BWP TYPES A- 6-0 NAILS AT VTIZ AND B DO NOT QUALIFY 17UE TO MINIMUM LENGTH REQUIRET�NTS OR ADDITIONAL GONTRIBUTIN6 LEN6Ttf OF BNS 15 REQUIRED. GON11 To IDE OF PANLL u� 0 ® BW TYPES ARE INDICATED ON FLOOR PLANS. ® 3/8"0 THREADED ROD C5-WSP CONTINUOUSLY SHEATHED BRACED WALL PANELS(TYPE A)5HALL MEET ijom 114"MIN_ NOTE,MERE 24'WIDE MINIMUM FULL 106HT THE MINIMUM LEN6TH REQUIREMENTS OF TABLE RbO2.10.5. NAIL 1(6'MINIMUM WALL GONTI OUTSIDE K N5 STUD(513:PLAWWADER O GONTiNOUT DE'MIN DEEP HEADER N WALL RETURN 15 PROVIDED AT ENDS OF SHEATHING WITH 8d NAILS A b'O/G(EDGES)AND 12"0/G(FIELD)AND PROVIDE 2X oUT51�KING STUD(SEE FLAW PANE.E96C Z ~� G5-WSP BRACED WALL LINE THE 800# BLOGKIN6 AT ALL UNSUPPORTED PANEL 8XE5. PROVIDE 800 POUND HOLDOWN FASTEN�'5101r.I N6 C HEADER W/ FASTEN 5'SF01C,IN 6 TO NEADBZ NU Z 817 NAILS o 3'0/G IN EACH DIRECTION 817 NAILS 0 3b/G IN F�4GH DIRECTION �-I- MIN PANEL ILLI HOLD"MAY BE ELIMINATED. PER DETAIL Iq OR 20 AT EN05 OF BRACED WALL LINES THAT DO NOT HAVE a � a HE16HT(FT) WIDTH'L" TRIM TOP OF PANE-AS REQb 2 EITHER A 24"MINIMUM FULL HEIGHT WALL RETURN OR A 48'MINIMUM BHP. lU 51MP50N LSTA24 STRAP ON BOTH 51Dr5 AND lLl SIMP50N LSTA24 STRAP ON LMSHEATH® W EACH OF HEADER TO JACK STUD WV 16-100 NAILS FACE NV 16-1017 NAILS---J 28' TABLE 8602.105 MINIMUM LENGTH REQl11REMByTS of G5 w5P Z 6 1/4'sdsi SSGREE U O W NUOUSLY SHEATHED BRACED WALL PANELS FASTEN TOP PLATE TO HEADER NU 2 Z FASTEN TOP PLATE TO HEADER NV 2 9 321 W W GONT1 ROWS OF I6d NAILS 0 3b/C ROWS OF I6d NAILS 0 3b/C 10 34 PORTAL STRAPS V2'FROM 876E oN W w LL II 38' BOTH SIDES(4 STRAPS PER PAUNHJ > Y WALL AJAGENT CLEAR MINIMUM LEN6TH OF O (2)JACK 57Up5 MIN.OR PER PLAN 12 42' W w Hw \ HE16 4T(FT) OPN6 HE169 BRACED WALL PANEL 0. (2)JACK STUDS MIN.OR PER PLAN O U o --SIPP50N CNW COUPLER NUT <64" 24" 51MP50N 5NSB S1RON6aWN15B Z 8 64"TO 80' 32' F- BLOCKING AT PANEL ED6E5 Lu 80'TO 96' 36'4 BLOCKING AT PANEL tD6E5 H- PANEL SHALL HAVE A LENGTH t'OF NOT BLACKING AT PANEL ED6E5 O O � PANEL,VERIFY PM8.115 F'LIIMB (7 <64" 21" 6YFSUM BOARD "6B"BRACED WALL PANELS(TYPE B)SHALL BE PANEL SHALL HAVE A LENGTH 1'OF NOT (� LESS THAN 16'FOR ONE STORY AND 24"FOR X o 3/8"O ANCHOR BOLT OR q 64"TO 80' 30' 48'MINIMUM IN LENGTH ON BOTH 5117E5 OF WALL PER TABLE ��20�q b FTI � Qo Q BOTH Bm5 of 1HErwE W a z FIRST FLOOR OF TWO STORY APPLICATION • ADHESIVE ANCHOR 80'TO qb' 41' R602.10.5. 5ECUREX2"GYPSUM BOARD WITH bd COOLER NAILS, PLAN FOR ACTUAL LBN6TH. J co LU O SEI:PLAN FOR ACTUAL LB46TH. _ Agl5"X lye"6YP5UM BO NAILS,OR Dqb'X I%"ANNULAR RIN6ED � IF HVM TO 06W DIMENSIONS ARE �L IF WIDTH TO HEIGHT AILDIMT'1 TO ARE .0 <b4' 3p' EXGEIDED LIEN DETAIL'F'TO�USED. El 10 64"TO 80" 30' NAILS o'7'o/C(EDGES)AND TO/G(FIELD). BLOCKING 15 NOT EXCEEDED THEN MAIL'F'TO BE USED, '•" 80'TO qb' 38" REQUIRED AT UNSUPPORTED PANEL E XE5 WEEN PANELS ARE N IF CONTINUOUS HEADER 15 USED OVER • ALL INSTALLED HORIZONTALLY. PROVIDE J015T OR TRU55 OR FULL YBOTH *Partial credit for panels 36"to 48"wide per 8602.1052 HEIGHT BLOCKING DIRECTLY ABOVE AND BFJAW TYPE B WALLS. ONE JACK AND KING STUDS a ONE JACK AND KING STUDSBRA (IN6 15�T "L" EIQUAL TO ui ix ix TYPIGAL HOLDOHN DETAIL AT CONTINUOUSLY SHEATHED WOOD �� 12 L--� FA5T13N 1/16'SIEATHIN6 TO EACH STUD FASTEN IAV SHEATHING TO EACH STUD TWO KING STUDS j FRAMED I=L00 ' A STUCTURAL PANEL "CS - TYPE A GYPSUM BOARD "GB" -TYPE B o AND slu ev carclON NAILS.s"O/C_7 AND SILL Nv eD coMMON NALS a 3" A FASTEN 1nb'5HFA11 M6 TO STUD z 01r. C� m NOT TO SCALE PER FIGURE R602.10.5 NOT TO SCALE PER FIGURE R602.10.5 AND SILL W/HO NAILS o 4' /4" 3 PORTAL DETAIL'G'ONLY APPLIES SIMPSON HDU5 HOLD"N NV 14-1/4'5175 SIMPSON HDU2 HOLD"W b Il4' Z 9 U N T5. TO 2 FT TO 16 FT WIDE OPENIN65. SCREW 1N DOUBLE END STUD `•'D'�SCAREH5HOLD"�u ABOVE. (7 TABLE 602.10.3(1)BRACING REQUIREMENTS BASED ON 14OMPH TABLE 602.10.3(2)WIND ADJUSTMENT TO SCREWS IF FLOOR ABOVE. PANG TO 517 DIRECTLY TI TOP LL LLJ WIND SPEED,EXPOSURE B,30 FT MEAN,ROOF HEI6HT,10 FOOT REQUIRED LENGTH OF WALL BRACING. 2-1n'm T WITH BOL*OR EXPANSION AN5 ER CONCRETE FOUNDATION WALL OF � SIMPSON DFT1Z H" MN AT 66-W6'ERACW WALL HEleHT5,AND 2 BRACED WALL LINES ADJUSTMENT STORY CONDITION ADJUSTMENT BOLT WITH 2'X2'X3(a'PL WASIEFL I/2'A ANCHOR OR EXPANSION BOLT C) WALL EW PAN35(HYPE A)HDU A5 REQIRED CONT BASED ON SUPPORTING FACTOR m I W L EW WALL PETALS )AN)D. STORY BK_SPACING METHOD 6B #4 BAR CONT IN TOP FOUNDATION RETE CONCRETE �4 BAR GOVT IN TOP CONCRETE VER2-I/2'm ANCHOR OR EXPANSION BOLT #3 FOUNDATION < O\���o RT cRF ® 5HEATHIN6 EXPOSURE CATEGORY ONE STORY G 12 FOUNDATION 0 6-W NAILS AT D(TIZ TOP 101 25' 55, EXPOSURE CATE60RY ONE STORY D 15 #4 BAR GOVT IN TOP AND BOTTOM ® EXPOSURE CATEGORY TWO STORY G 1.3 PAB5"18 ANCHOR BOLT OR%'THREADED OF CONCRETE FOUNDATION SIMPSON 587/8X24 OR PA,87-18 ANCHOR ' S.O, 10.0' F�OSURE GATE60RY TWO STORY D Ib EXTEND WALL SHEATHING OVER RIM JOIST ROD W WASHER PLATE,SEE DETAIL 15/71 BOLT OR%,"THREADED ROD W O PAB.S-18 ANGFIOR BOLT OR 3'p'THREADED ® TOP 20 OVER ROD NV WASHER PLATE,SE DETAIL 15/01 SEE DETAIL. 15/171 C=) ® TOP 301 1.01 145' ROOF EAVE TO RIDGE ROOF ONLY 15 FT 1.3 PANE-E)BE FRAMED WALL PORTAL DETAIL TYPE D ONLY APPLIES TO 6 FT TO 18 FT WIDE OPENIN65. ROOF EAVE TO RI06E ROOF ONLY 20 FT Ib FLOOR PAPA HAS CONTRIBUTING LEN6TH OF 46'TOWARDS R602.10.3(I)MINIMUM LENGTH WALL TO 8E USED ON FIRST FLOOR APPLICATION ONLY.PAFJQ HAS SIMPSON STRON64iALL RE60VIRE5 BN51t�R®DESIGN TO TOP 40' q.O' 185' ROOF EAVE TO RID6E ROOF+I FLOOR 15 FT 1.15 RE WIR&ENTS FOR BRACED WALL PANELS AT BRACED WALL LINES. KAL.L TO BE C014TRIBUTIN6 LEN&T14 OF 48"TOWARD5 R602.109N MINIMUM LB46TH TO DETERMINE PALS SIZE AND ANCHOR BOLT5 FOR ROOF SAVE To RIDGE ROOF+I FLOOR 20 FT 1.3 M ON FIRST FLOOR APPLIGAION ONLY. Fr5X1REMENT5 FOR.BRACED WALL PANES AT BRAZED WALL LINES ACTUAL HORIZONTAL DESIGN NAND LOAD AND GOFDITION TOP 501 11.01 23.0' ROOF EAVE TO RID6E ROOF+2 FLOOR 15 FT 1.1 TOP 601 13.01 ��� ROOF EAVE TO RIDGE ROOF+2 FLooR 20 FT NP ll ll SIMPSON STRONG WALL �� WALL.W16HT ANY STORY 8 FT o.a CONTINUOUSLY SHEATHED PORTAL PORTAL FRAME WITH HOLD-DOWNS ALTERNATE BRACED WALL PANEL ABW 3/8'm ANCHOR BOLT OR : WALL HEI6HT ANY STORY q FT OA5 3/8*0 VEANGHOR BOTTOM OF 2 10 5.0 105 WALL HEIGHT ANY STORY a Fr Los FRAME "CS-PF" DETAIL - TYPE C D "PFH" DETAIL - TYPE D E DETAIL - TYPE E F DETASCALT `YPE F, , WALL HEIGHT ANY STORY 12 FT I.1 CBOTTOM OF 2 20 q.0 IqA NOT TO SCALE PER FIGURE 8602.10.6.3 NOT TO SCALE PER FIGURE 8602.10.6.2 NOT TO SCALE PER FIGURE 8602.10.6.1 NOT TO PER ENGINEERED METHOD N OF BVI PER PLAN DIRECTION A7 STORY 3 1.3 BOTTOM OF 2 30' 13.0' 275' NUMBER OF BNL PER PLAN DIRlDT10N AT STORY 4 1.45 , , NUtBH�OF BW..PER PLAN DIRECTION AT STORY 5 OR MORE I b BOTT°MOF2 Il'° p (_2_1_-� BRACED WALL PANEL DETAILS ',�I GYP IE FINISH OMITED FROM INSIDE FADE OF BW 1.4 UNITS 105 (MODEL Al ) 106 (MODEL A HOL.DOI�IN DETAIL AT SLAB BOTTOM of 2 50' 21.0' 44.0' APPLIES TO METHOD G5-W5P ONLY O N.TS. BOTTOM OF 2 60' 25.0' 525' APPLIES TO METHOD 6B STORY 4'o/G O i D 1 NOT TO SCALE COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVL E— W VA— Z c , W 1'�1 E n" � � o U N TYP.DT13RIGR WNL Q 4--dU 2 66w.2"x4 d�GICCJ6 Q � a' 2"x 4 g1fRI6676 0 w Z PRRW�R � U O N o o, � 2 f - 4-1 (2)2" ftaw 1 2 � �.., N � Dt a ft" �DTLbbxbxb F- '.y Z - Ra�To w6N by'FYPOPf'OR EQUAL co -� m - U D �:n RIDGE VENT rx8"TRM Q L- x M PJ06E5 TO Ali _ N co rxb"FASCIA U w r, RIDGE VENT TYPICAL ROOFING: - "pLY1N00DTnRJ6 ❑ (� HIGH CEILING BEYOND 15#FELT VVERLAYMENT TRM 12 b. In'PLYWOOD SHEATHING AZEKTRIM 6'AZEK TRIM 10 HARDIPLAW I Fn DENTIL BLOCK SDTLE16x6x8 HORIZONTAL SIDING AI.I 12 TL Do BY'FYPON'OR EQUAL 6'AZEK TRIM 12 N I2 ° 'BY �L GABLE END DETAIL 12 12 � 6" b'AZEK TRIM 6" AI 13 BEDROOM 02 PL Hf 2 � N.T.S. z 12 - Z _ '-'i* IN 8'AZEK RAKE BD W/ �- (+/-)12 IA 15'AZEK RAKE b'AZEK X\XN 12 IN 3'AZEK TRIM II ^11-- I it 6'H16H BLIHD 1 = 6.AZEK rs BD W/IN 3'AZEK 12 U +ROOF FLASHINGAd TRIM TRIM(TV) b'HIGH BLW BREAK 6'BLIND P A9HiN6 12 b-HIGH BLIND i° METAL EYEBROW = 12 4 4 FLA5HING i- FLASHING - -— - _ = STANDING SEAM (n ROOFING 0 8.12 PITCH111 11 11 It METAL ROOF Q 1x8FASCIA BD rS O 1x8 FASUA BD. 8,AZEK ALt6N b BLN�D BEDROOM#2 PL HT U DEN PL - FLOOR INE �W. FA5GIA5-`�""RA5HIN6 = `I O ... ' oH. OH. 1 /1 will IJm I'-0" - V- u J OH. OH{, z L J b'AZEK—Pli W. Jill I I I b-AZEK I rs � ❑ \J � I I ® ® FRIEZE W. ® ® I I I I I TRIM BID rs TRIM BD Q I I t I I l OVER 61 it 111 1 1 11 11 Q II _ Ix AZEK TRIM— r m II-IIIIII 1 11 fill ! ' II II I j _ I I 1 1IR5TIII Ij I FIN. IST FLOOR O FLOOR LINE FIN. IST FIRST LINE ` LOOR Ei - I 6xb P.T.POST WITH SIPA'�.�ON 10"SQUARE HOW PERMA CAST a 10'SQUARE HBd6 PERMA CAST I bxb P.T. T WI H slrPsoN I I I I BG52-35 POST GAP ANCHOR d I 1 w BG52 3P.. GAP ANCHOR E 51MP50N ABLY�6 POST BASE R O� A3 I I COLUMN#46382 W/SQUAR� I yI ,ON ABUbb P05T BASE 1 I I I I FLAT GAP d BASE(OR EQUAL) FLAT GAP d BASE(OR EWAla IIYP-ALL COLllMNS) -CORNER TO BE � TO HEI I lillP-ALL COLUMNS) I I I i I PROVIDED NSU SPLIT KITCORNER I r (h PROVIDED�"T KI I I I I I I I I I 4 m C/I v I I I I I I I I I I I I � ❑ w i UWIK FLOOR _ - -1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - uNP1NLB%rTrFLooR AJ - - - - - - - - - - - - - - - - - - - - - - - _ - - - -(- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I- - - - - - - - - - -I- - - - - - - - - - - - - - - - — - - - - - - - - FRONT ELEVATION CONT ELEVATION 1103b = 1-0 U z W UNIT 106 UNIT 10 5 0 MODEL A LAUREL MODEL Al ( RID6E5 TO ALIGN w I- c+i o <i Q N N CO RIDGES TO Al-111% N ri ad N Q RIDGE VENT _ Q RIDGE VENT N �i APPLY ICE d WATER 514IELD IN FAIR I2 WEATHER WHEN THE AIR,ROOF DECK AND HARDIPLANK t 135 12 MEM BANE ARE AT TEMPERATURE'`OF OOT- b»�T�jm HORIZONTAL SIDING f5°G)OR HIGHER t 135 12 DIL AZEK RAKE BD W/ IN 3 AZEK TRIM 1i INSTALL ICE t WATER SHIELD i0 RDENTiL BLACK#DTLBbxbxB P�MAN1FAGtURBRS `- BY OR EQUAL z z z z z z 5112ECIFICATION5 TO MAINTAIN ' yI2 0 0 0 0 0 0 Al PRODUCT WARRANTY 12 12 12m Li t 10 t 10 (+h)12 12 14— 11- I-0" 12k 18'VINYL INSTALL ICE co d WATER 5HNEW 12 OH. off 12 AI.I I 12 LOWERED VEST ARCHITECTURAL o PER MANUF/rGTURERS TYPICAL ROOFING: SPEGIFIGATION5 TO MAINTAIN 12 P`1 PRODUCT Wb4RRPNTY FASCIA W. 1 11 Ill I I it III SHII)N E515#FELT UNDERIAYMINf o In'PLYWOOD 1x8 FA b 8.AZEK b'H164 BUHb 94EATHIN6 • APPLY ICE d WATER SHIELD IN FAIR _ WEATHER WEN THE AIR,ROOF DECK AND Nff1BRANE ARE AT TEMPERATURES OF 40'F ALIGN (5°C)OR HIGHER FASCIAS FASCIAS, �-- Jill 1 11 19 111 111 1 1 E3RKFST PL HT - - - - MSTR BDRM MASTgR g _ DINING HT Z W (� - PL HT �HT Z> 0 -0. I' I'-0' - 1 A I It I I LII LII I I If _ Jim mm 9H. W AZEK OH. I Ip-O• r� O OH. I O' ! •I " FRIEZE W. W w C_ "" I ILLA Y EXTERIOR WALL I 1- I I I I I I -HARDIPIANK SHINGLE SIDING I SOFFIT 0H. ® I I I i I I w = Q ii -inb�'o5B�5H�F.Ar�HIING � I I � i i � � � r� �H I I z U o -2xb WOOD 5TL 0 16 O G. j j l = i� i I I I I I I l Q Q 4 � I I I I I I 4 (_7 o -6 R21BAT15 Q l w 4 I I Q LL 6PRAI vIi 1� I I I I I I t- KAL T I I 11 I I 1x4 AZEK TRIM Q �.T.,� I I BEyoNp• I I I I I I I II I I I I i t '' U l I I `�j�, i i i i i i 2020 NYSRG-62412 Ib(503b) ❑ IN. 15T FIRST LINE IAIA 11 A Roos LINE VENTING 5Y5TQ-t TERMINATION LOCATION: _ F`IN. 15T FLOOR THE VENT TERMINAL OF A DIRECT VENT APPLIANCE NTH AN LLI ELEV= 0'1 - _ _ IIPJT OF IOA00 BTU PE2 HOUR%W OR LE55 SHALL BE cO ® I v - l- ='ll I I (- l-s-= I LOI AT LEAST 6"FROM ANY AIR OPENING INTO A f= 6x6 P.T.POST NTH 51MP50N I II I N I I I I I I III I III I I I I I I I BUILDING,AND SUCH AN APPLIANCE NTH AN INPUT OVER IOPOO m BCL2-3/b POST CAP ANCHOR t I I I I Ix4 AZEK TRIM 51MP50N A81166 POST BASE 10'SQUARE HBd6 DERMA CAST I II I III III I III ��R HOUR��'OVER���PER HOUR`-+�L� z z -,� ) I I COLUMN#46382 WU 5QUARE I I I 11 11 I III I I I I I I I I II I III I I I I I I I I INSTALIID NTH A 9 INIGH VENT TERMINATION a EARANCE AND 1 1 I FIAT GAP d BASE i EQUAU I I 1 iii i mil i I I I I I i E6RE55ii i I I I I I I I AN A�LIA"«NTH A"'I °�500°°BN PER H'01R z Q -CORNER COLUMN To eE NNDOW - WINDow U PROVIDED W/SPLIT KIT I I I I _ -- I i i Q I I I I ,��� I I I I I I I I SI W L HAVE AT LEAST A 12 INCH VBIT li3ZMINA710N G.FARANCE THE BOTTrOM OF THE VENT TERMINAL AND THE AIR b LL------ I I I I ( u ------ -TTI I I I I I 1 INTAKE SHALL BE LAGMTED AT LEAST 12'ABOVE GRADE W ...........•.......RE D FDI geR c0tii� 1 1 I I I I I I I I I I I I I I I 2020 5RCr 12.2.1 o tiF _ _ _ UIPIK UNFIN FLOOR I IN DWELLING WIT5,NIBRE THE TOP OF THE SILL OF AN 4c - - - - - - - - - - - �- - - 1 - - - - LI - - - I- - 1 - - - - OPERABLE NNDOW OPB11N6 IS LOCATED LEl THAN 24' tw - - - - - - - - - _ ���_ _ _ _ _ _ _ _ _ _ �� - - = _ _ _ _ _ - - - - - - - - - - L _ ___ _ _ _ _ - - _ _ _ _ _ _ _ _ _ _ � _ _ _ - - - - _- _ - - - = = - - -I- - - - = _ _ _ _ _ � OR OTHER EAT�THANONTHEOVE w c ABOVE THE FINI5I�LDIN6,THE OPERABLE NNDOW%HALL = _ THE FINISH®GRADE OR OTHER 511RFAGE BELOW ON THE W s EXTERIOR OF THE BU ' COMPLY WITH ONE OPTED FOLLONN6: () .�,-✓ OPM495 THAT HILL.NOT ALLOW A 4 INCH DIAMETER SPHERE TO PA95 THROUGH THE:OPENING IN ITS I Al iT OPENED 9 0238AO -REAR �� ELEVATION POSITION. LLP ❑ ofN��� FALL PREV$rTION DEVICES TIiAT GOFPLY NTH ASTM F 2090 3 -0 (ITE NNDOW OPENING COMM DEVICE AFTER OPERATION TO = RELEASE THE COITIROIL.DEVICE ALLMN6 THE NN DOW TO . ...... ...... .................. ......... 3 b I-0 fTd.LY OPEN,SHALL NOT REDUCE THE NET GEAR OPENING J N BER AREA OF THE WINDOW LHIT TO LE%THAN 51 SQUARE FEET. UNIT 105 UNIT 106. 16023 W A1 (HOLLY). MODEL A (LAUREL) NITS 10 5 MODEL A 1 8� DUET CLUSTERSHEET NUMBER MODEL U ( ) 106 (MODEL A) ELEVATIONS z 17) AlW 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED R106E VENT (!� H "FIRE RETARDANT Z PLYWOOD 5HEAT14IN6 E 2"x8"RID6E BEAM U . 12 12 12 UPPER 6ABLE 12 U'PBR GABLE BUILD-0Uf 12 12 Z RIDGES TO AL16N BUILD UI BLACK RIDGES TO ALIGN 4 BLOCK ®"6"�RR O L O) 6Uf f1 R5!LEADERS RID6E VENT - WISE VENT -OT RIDGE VENT - ry RIDGE VENT V ALL ER5 4 LS!LEADERS SHALL BE BAKED ' U > (2)2"XIO" � N p o WHITE ALUMINUM A32'MIN GAUGE SITTERS RI06E VENT RIDGE YENi SHALL BEs'UM D32' M 0&AU6F6.STYLE W/ALL PT GIRDER F- != w N} � �a?Z — ci Lo RELATED 3 REQURED PlGE560RIE5. LEADEFS SECURED TO z U SHALL BE MIN.2'x3',.027&AUSE W/CLP5! ANCHORS. GNAK!SEAL ALL JOINTS. PITGHI b' _ ®WALL O ch fi1JTiERS MIN V8'IFT.PROVIDE P.YC. OH. c U _ o co REGEPTOR5 D'ABOVE GRADE TO REGENE LEADERS fGLOF GAP DE516W. N ❑ / 1 M RIDGE VENT "o 12 RIDGE VENT y61 f>�E �� T I,p• 1'-0' g5 2 t 10 v = OH. 6ABLE GABLE . � OR OH. 14' � 61ABBLE GABLE GABLE b'HIGH BLI OR OH. FLASHINS q° q° RooF°coves O.H. b'-0" O.H. PORCH BEYOND ROOF°COVERED Ix8 FASCIA BD. AI5 2"Xb" IT BEAMS Z PORCH cov ® ib" .C.W/VENTED O PL► VINYL SOFFIT BRD PORGHI GARAGE ARA6E PL HT OVER U PL Rr —SPL aT BEYOND p ---- oil,'41-0. 10"5QUARE H131:6 PERMA ii' ® OH. '_ 111111111 111 LLJ ~ GA5T COLUMN#46382 Wl o Z d' FRIEZE EV. 5QUARE FLAT GAP 4 �+• 1 i i BA5E(OR EQUAL..)- OU ® i I I CORNER COLUMN TO BE WALL o GARAGE . 11111 rN 0 0 PROVIDED W/SPLIT KIT O q I I BEYOND Q Q I I LL P I GOLUMH 0 Ln II 1 1 COVERED II PORCH O IIII 11 11 11 T I I � � I I BEYOND Z II � � II v I I FIRST FLOOR LIIL IN€ FIR5T FLOOR LINE I I FIRST LINE I 1IIIHII11 11111 11 1111 111 I I FIRST FLOOR LINE Ix4 AZEK TRIM FIRST FLOOR LINE I b FD '�J I HOUR RATED EXTE IOR ( I I O BEARING WALL e A55EMBLY- SEE PUAIL: W UNFIN.BSMT FLOOR UNIFIK BSMT FLOOR I ILL 1� - - - - - - - - - -- - - - - - - - - - - - - - - - - - - � - - - - - - - - -- - - - - - - - - - - - - - - - - - - - -I- - - - - - - - - - - - - - - 1 -I� - - - - - - - - - J m TYPIGAL PORCH 5LAB ° W � 114'P.G.SLAB(MIN.35001151 GONGS �R I C HT 51 D� ELEVATION OREEZENAY510E) REINFORCED WITIi bx6,10/10 W.W.M. LEFT 51DE ELEVATION4 TAMP s FILL TO g5%DENSITY r , 3/I6 = I-0 3/16 = I-0 j UNIT 106 UNIT 1l BREEZEWAY SECTION NTS. z U MODEL A (LAUREL) MODEL A (LAUREL) W U O p RID6E5 TO ALI6N RID6Ei TO AL16N RIDGE VENT RIDGE VENT -.. 12 HARDIPLANK 12 "� '-`'- 12 12 55 HAIRDIPLANK HORIZONTAL SIDING 55 _ - 4 6Uf7ER5 t LEADERS 9 HORIZONTAL SIDINGco n n n ALL 6UTTER5 t LEADERS SHALL BE BMS �+-12-.=; �+_, - NHITE M.UMINUM A32'MM.6AU6E,6UTTER5 W 12 ~ ri o r'i SHALL BE 5'WA LE55,0.6.5TYLE W/ALL 12 t85 � - t85 N r� N w RIDGE VERT �, - -: RELATED t REGUIRED AC.GE55ORIE5. LEADERS RIDGE VENT .= N M eo N 0 - _ i SFIM 1 BE MIK 2W',A21'6A116E YU CLIPS! 1.14 1 ANGHOR5. CAULK t SEAL ALL JOINTS. PITCH �- - RID6E VENT RECEevnT MIN.1/ABO PROVIDE TOP.Vf,.R RECEPTORS 8'ABOVE GRADE TO RECEIVE ' LEADERS(CLOSED GAP DE516W. =+--1 � 12 10 12 12 L62ESTORY CLERESTORY D 12 �.�`- �"- - �-� BEYOND WALL _ It 1 11 Vil 1 11 LK BEYOND 8EDR00M�3 Tom- �-.�� WALL BEYOND ROOF°COVERED �' f2 -0, -n &ABLE Z Z Z Z Z Z o T PORl,H BEYOND �, -----�-�---'-1 !10 OH. O O O O O O Ix8 FASCIA BD. � � _ _ w w w w w w �- -� BEDROOM#2 PL HT �—�-'` -�`, -�"` BRKF5T PL HT PL HT _ 12 _ -., -� --- 1 0 _... - -- OR I'-0' 1'-0' PL HT 'n OH OR _ I 1 D'� I hl N 1,-0. _. �__ I I FRIEZE BD. OIR. sitl-I1. .1 ® IJL IIHIIIIiIIII OH. 1111111 1111 � I h1A51Ht BEDROOM II "h- I ItF i WALL BEYOND 4 Q I I g W >s' z 4 6ARAbE ..! } I I 4 4 I I I COLUMN°COVERED I I � covERm 4 0- I-LII Z BEYOND {� T;'.. I. :_ I I PORCH BEYOND BPORCH i i -- FRONr� O m IT IT I 1 1 11 11ii iI W 0 0 a 1 ,� I I 1 1it I 111 111 1 11 11 1 11 111 1 1 11 111 1\1 11 111 1 FIN. IST FLOOR r, . a,� �" rjTyry4FIN. IST FLOOR FIN.IST FIL ;j__i_I! 1_ FIN. 1ST FL LUJ ~� W W E1JV= O'-0" ELEV= O'-0" ELEV= O' — — — ELEV= 0'-0• p ~ ' z U Ix4 AZEK TRIM Ix4 AZEK TRIM p > Lu b I I I I HOUR RATED EXTERIOR I I w z FIRM PORC G� I I I wl J I I I BEARING WALL 1 I 1 I � F--� W i A55EMBLY- 5EE DETAIL: N� 4 I I I I I I I I I ALI I § 2020 NY5RG-62421.a f5 h) ❑ w VENTING 5Y5TEM TEi2MINATION LOCATION: v' THE VERT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN ui V UNPIN.BSMr FLOOR I I I LOC TE 10,000 ATLE BTU PER ROUR f3Kt V OR LEI SHALL BE — — -- — — — — — — — — — — — I I — — — — —— I — — I— — —— — — I IIINFIN 85MT FLOOR LOCATED AT LEAST b'FROM ANY AIR OPENING INTOE 1= J- — _ _ _ _ _—_ _ _ _ _ _—_ _ _ _ _ _ BUILDING,AND 51X.8 AN APPLIANCE WITR AN RFtJT OVER bpOO � m 5TU MR HOUR E)JT R HOUR ALL BE - - - ---� - - - - - - - - - - - - - - -_ —_ —_ —_ —_ _- -_ _- -_—_—_ —_ _- -_ _- - _- - -- - - - - _- - - - - - -I- - - - - - - - - - --I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - -- - - - - - INSALLDMT14ANOTOVERT0pOOBTUPECLEARA &AND Z E — — — —I— — — — — — — — — — — — — — — JJ INSTALLED WITN A H INCH VENT TERMINATION GLFAR HOUR AND Z w AN APPLIANCE WITH AN IIN'UT OVER 5op0D BTU PER HOUR Z Q SHALL RAVE AT LEAST A 12 INGHH VERT TERMINATION Ur � CLEARANCE.THE BOTTOM OF THE VERT TERMINAL AND THE AIR INTAKE SHALL BE LOGATIED AT LEAST 12'ABOVE ORADE U) ....... .... ... .. ...... LIJ — /^ 1=T 51 DLVTI ELEVATION 51 DR312.2-1p RSD a1��y' I Off SIDE �- 2020 NYSRG- U OgERT CyF- LL OF AN 511b, = I-0ABOVE THE FINaIED FLOOR AND 6REATH2 1THAN ABOVE Win.' L n 3/16, = I—0OPERABLE WINDOW OPEININ&15 LOCATED LE55 TRAM 24' Q `r .0 THE FNISMD 6RADE OR OME R SURFACE BELOW ON THE w * ell. EXTERIOR OF THE BUILD11%,THE OPERABLE WINDOW SHALL UNIT 105 COMPLY WITH ONE OF TH•E FOLLONN6 UNIT l054 OPENINGS THAT YELL NOT ALLOW A 4 INC-fl DIAMETER ST•'HE3RE � Q' TO PASS THROUGH THE OPENN6 N ITS LARGEST OPENED "9p 02381 POSITION. ° $oF NE`Ny MODEL Al (HOLLY) MODEL Al (HOLLY) FALL PREVE! ON DUCES THAT COMPLY NTN ASTM F 2090 M WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO RELEASE TIE GONTROI.'DEVIGE MJAWIN6 TM WINDOW TO ........ .... ....... .... ................... FULLY OPEN,SHALL NOT REDUCE THE NET CLEAR OPENIN& O NUMBER AREA OF THE WINDOW UNIT TO LESS THAN 5:I SGUARE FEET. w 016023 UNITS 105 (MODEL Al ) & DUET CLUSTER =CD SHEET NUMBER ELEVATIONS F 106 (MODEL A) W p COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED Zc , W P�1 E U B A G A O A-b A-b AI-6 AI-6 ❑ m V 0- z � U 2" O f 4--dn U -� DIRECT YBNT HEATING EQUIP. _ '> 14'-10' q'b" ( 14'-8' 9'b" IASHALL BE INSTYALLED WITH THE N} ALI A.EARANCE5 FROM UNPROTEGTEIJ 0 - Z 0OHM1113LE MATERIALS AS Z V INDICATED ON THE APPLIANCE LABEL O L x� c M Z AND IN THE MANUFACTURERS U Q w co co M INSTALLATION INSTiucnONL5. _ ui 4 TYPICAL PORCH SLAB LRE REAR n�// 6 •4'P.G.LAB MIN SLA P51 GONGJ 5'4" 4'4'M.O. 5'2' WALL 0 UNIT 106 5'-2' 4'-4"MO. 5'2" LL 0 Wiwow,.®NTN bxb,IOAO KKK FEMf n th FDI 0° I'-2" v = •TAMP�Flu.TO�s%DENSITY LRE WALL a UNIT�106 a 6 TTI Fn LL 4 Y Y Z O 4'WIDE JOISTI- 2 SEAT.TO.SEAT FDI BP/=(-)I'-I}' v a FDI _ o ;. � 2 � 12'-0' 8' 6' T'-0' 8' 1'-0' 6" 8' 13'-8" ;t, FDI Y � 2 0 4 E-- FDI - I --- 4 D- - HZ :,. Hp 8 `" TYPICAL PORGM SLAB - - O '4'PA LAB(MIR.3500 PSI GONG) O 2x12 FLOOR JOISTS - --- - - _ E6RE55 I - - - - a� � 2 ° •r, REIFORGE7 WITH",lO/b WWM. U p (2)2X10 P.T. - FDI NNDOl4 f' •TAM 4 FILL TO"6%DENSITY II a Ib'O G. _ _ - - - _ - DIRELY VENT HEATING EQUIP. ' � APPI IA,urP fJ FARA6Y,F Q I'-0" �n 1'-0" 8• T'-0"V' �"0' • HIP 8" I'-0' , O APPLIANCES SHALL BE INSTALLED 2k�' � 4'WIDE JOIST SEAT; \p I F_ �-1 b -t0R: 11� IS'-10' 12 FLOOR JOISTSlo,NTH THEGLEARN4255 FROM SEAT T,O.SEAT MW=(-)I-11j ) MUNPROTECTED GO eISTIBL TYP.BEAM POCKET WRAP ENDS I I 1 (2)2X10 P.T. ` 16. O `MMATM&S AS INDICATED ON THE _ _ - OF GDR W/ALUMINUM AT I - 4'oYdDE JOISTLrnAPPLIANCE LABEL AND IN THE POCKET OR PROVIDE 1/2'AIR I !S I I I I lo" 13'-0" 2k 10' T.TA.SEAT _ rMANJFAGTUREftS INSTALLAIN5TRZ11 r4Ib-8SPACE ALL 3DES I�! ( � I IO, 2x12 FFLOOR JOIST5 SLAB SEAT ELEV=161 OL. rnr- 1011' 1" r - - L _ J PRX OE FRESH AIRL 4 2•PL.D FOUNDATION WALL_j ON $ FDI r , L I45EAT EEV=(-) ' - - _ _ ED ED TO MEGs EQUIP24k 12"P.G.FOOTING T / a \ / FDI F4 ALL HOT WAl1PROVIDE FRESH A 1 JOISTS I I 2x12 FLOt7R JOISTS L ( - TMP.BEAM POCKET wRAP ENDI I INTAI�TO MEGH P 2x 2 FLOOR � - � / 4 PIPI !DUCTS TO BEPER GORE 0 12'O G. Ib'OG. 1 2x1 FLOOR JOTS GDR W ALUMINIM AT POCKET FDI 4 �,s LocALHUALL EXPOS HOf _I `� 3}'DIA STI COLUMN ��'OL. 10' PROVIDE 1/2'AIR SPACE ALL FDI GORE.PIPING ll D r,5 r ION 30•x Sok I2'DP Pc 13-0a'�' I r r-I lo'-�' 10 O + IN5ULAT132 AS PER ALI I -I FT5 NO.N) I-_ �- - I L I I I w l a Ib•o . W 10' II I II'-10' I IS'-8' 14'-0' q'-0' r Ip 2,-0• L o 1 i� - L J I 1 I �f-2x FLOOR 1NI5T5 �I I r , TYPICAL BASEMENT SLAB I- / I 2x12 FLOOR JOISTS 12x12 FLOOR J015 I I 2x12 FLOOR JOISTS . r - 1 "I o•Pc.Fa1NDAnoN I I I •4'Pc.LeB MIR aoo Psl Ga+c) I L H& I FDI I I I L - 1 e Ib Of'. I �- ❑ ' 006 MIL POLYETI6RE VAPOR DASHC�L�y LIGATES o Ibr_077 o Ib OL. aTH DAMPROOFING ON 2 I L _ J BARRIER I F11�FLOOR WAIS L J v 11 I I ( l� L J �I j �� 1 10'P.G. N6-T I •4"COMAL'I8)6RAVEL BASE I - 'r I _ _ - - 10 w n n / \ - J n L II-ISD° L�� 10" � •o' Oil NWFORMI Y BRAD®STOIE W A _ — -I L _ „ 13-1 Q-5 I 15-8 Q MAX 512E A66R66ATE OF)S'- ( ry / 'WIDE JOIST i - , r 1 , ox Sok STEEL DSP Pic Q O I COMPACT TO as%DENSITY) .r I 2 " SEAT.TD.SEAT r - - u� �^ � � � � �_�)1,��. VIIJI 4'NDE J015T c� � SEAT.TA.SEAT 1 1MIN15HED BASEMENT 3'-8" I - - - - 0Vag.LVL FLUSH 6DR L J (2)3-XIIj'L FLUSH GDR I J FT6 NON) F - -x •e'O'CEILING HT. ✓/ I 1 \ - - WPM BEARING WALL uNDI3z BEARING ABOVE O "-a)G05ED CaL SPRAY FOAM � ue 1 1 y — - - = - -� - -}- J J b INSUL ALONG INSIDE FACE OF Fib. F_ 1 zx12 LVL 6DR J I I / DE S TYPICAL BASEMENT SLAB - ®®- � l �- - _ DASJ�LINE INDICATES i- �' `// - - - - I— p WALLS ON HT OR DRAPE?OLWET 4'WIDE VA OPE FOR 4 •4'PL.SLAB MIN 2500 P51 GONG) °o r - - RN51A AT10N SEAT.TO.SFATI PROVIDE FIR5T/LOOR WALLS ABOVE fl a OOb MIL POLYEI}NdRE VAPOR o r 1 ALL D�175ED HOT WATER PIPING 1 065E FLOOR �{ L J- - //; \ L J 11-0" a",()I'-I� 10' OP@liN6 ✓l 4 � BARRIER A1bA�R HEATINS DUCTS TO BE '10 4' / I - - - - - - - - I R`L11LA1ED AS PER NYS.CODE - - FOR CHAM \ _`r J •4'00WAGTED 6RA%M-BASE L _J 4 4. 2x12 FLOOR ISIS I I I T ABOVE r r 1 VL soR (- 1 IuN PORMLY sRADe�STONE W A I I rL'JT''1 L J 5''`N' " �'' - 0 Ib' . JJ I 1 v_ P �/ - FILLISH MAX 512E A66RE5ATE OF&- � - J _ '-�, 2x12 FLOOR JOISTS I coMAGr ro�s vE�rTr) L L� 1 �) - - - - 4'WIDE JOIST J - - 2x4 P.T.STUDS UNJNISH®BASEMENTI— PI SILL L PLAN �p 1 I 11 o Ib O G. 1 SEAT.TO.5EAT I WITH 3%/e(R-13) u� I > Z \ 1 i • •8'-0'GBLIN5 HT. Q U i %'tJz-13)BA JJ lo' _ ' _(A-1� I - - BATTS AND 51LLS ✓l FDI u AND SILLS o I6 �^r _ _ - - - - - - - - - g b o I6'O G.TMP. INSUL ALONS Rl51DE FAGS OF Ftb. �+ i � •1k45)01.0-M CELL SPRAY FOAM ?� tD I / \ W 2 OL.TYP — — Z,-0, " 2, 8• N 1 I n � n 4w4 �" � b'-I' IN51JL ATION KAILL-5-FILL HT OR DRAPED BLARiO T 2x12 FLOOR J01515 TD.R ELEV.= I 12 JO — l�tD 'ALL EXPOF�E)HOT WATER PIPMG — — — — — a-0' 4 8'P G.FOUNDATION WALL `O 1111.o c. ANO/OR HEATING DUCTS TO BE U 4'WIDE JOIST r �L FaUNDA I 2'PT.FURRING STRIPS FDI WITH DAMPROOFIN6 ON I - - - HIP I m L - INSULATED As Pet NYS.cope I 0 SEAT.TO.SEAT D�hA,ROOF�I' ON ® I m WITH 2•STYROFOAM I6'x 8'DP P.G.FOOTING I r - - r _ - - - - J �,0 J 2x12 FJ L *t J T14 ETF/=()I'-Ilj' L J 24k 'PL. 5D "+}� N IN5UL(1Z=10) I ❑ 'P.G.FOUNDATION WALL. TAYL CTEV._ -� �I IO' II'-4' m N6 SII' 4" -0. I q" 2" 8' 20'-10" L' L J TH DAMPROOFING ON 0'-0' 2x12 JOISTS 2x FLOOR JO15T5 d 1 I 'x 8'DP PG.FOOTING 'f 14 M �,I 16'OL. I I o Ib'Of,. 1 >IS CORNER KEBABS W/ 4'-0" I 4 8' 4'-2' 14 8° `fl 8" -5 - 4' 8'-I" I'4" II'-10" 0' - - - - LE-65 a MIDPOINT OF 5 ° m 1 05 CORNER REB W/ 4'-0' ►� FOUNDATION WALL! 1'-6' LE65 o MIDPOINT m 3'-'8" q' 5'-0' �, I ;- 2x12 FLOOR JOISTS N n 4 2k 10"i I FROM TOP!BOTTTOM. I r FDI I FOLWATION WALL! I'-6' / I 4'WIDE J0I5T 0 Ib'O.G. N SU 6 SEAT L J LJ FROM TOP! OM. `� 4 I T SEAT.TO.SEAT MD T - - - - - - --- -r I 2X6 FLUSH WITH TOP r I - - - - - I 4 — - - - EIA/=(-)I'-I�• n OF FJ 6 12'OG. I I - _ L LIE = �E ��• FDI i� r' I 2'PT.FURRINI6 STRIPS ---L� F ~ I ( • 2k 10' Q TYPICAL PORCH B � � 2x12 FLOOR J01515 B � c''j o � M TYPIC AI Pn CN SI 8' b'-0" 8' b'-0' 8' 5'-0' I 8' NTYPICAL RICH 6f_� WI 2 STYROFOAM I SLAB SEAT Ma AI )�_7 ' °16'OL. AI 6 0 N N co IN CR •4'PC.LAB(MIN 3500 P51 CMJ u, UNIT=xGAVATI�TYPICAL I 4'PC. MIN PSI COW I INSUL.(R=10) 8' • IZfDFAiGfl7 NTH bxb,IOnO WYNM. GARAGE SLAB " I"I'-0" 4'PC.SLAB MIN.3500 3'-1/0/' S'-6' 3'-10" 10' $" 1,-0, o • RB NTN IOno WMR ,y UNIFXGAVATE V TYPICAL 1 2X6 Fl 115H PSI 0 j,OHFOR=M 4 b I T •TAM!FILL TO 95AS DECi1T f I 4'PL.LAB MIN 3500 P51 GONGJ ���SSS I •TAM 4 fl TO 95% 1 c� FEWDRCM WITH bxb,IOW Ill^lM. GARAGE SLAB WITH TOP OF Tn •TAM 1 FILL TO 95% •TAM!FILl TO q<i%DENSITY I I — •4'PL.LAB(MIK 3500 PSI COO) I FJ o 12'oG. DENSITY — — — o a o�Ds 6 SI �2' 1 o I RENFORLe7 WITH bxb,lono wrut P •TAMP t FILL TO 95%DE01Y a4 - rr- HIP 1 Q I ,SLOPE SARAM SLAB D"TOWARDS 5ARA6E DOOR 2' - P � . .� FDI A-6 1 DN -ITOP mo'-2 L I A� I 1 b 8' 4'HOE JOIST -� 1 " 201-10" "° " FDI SEAT.TO.5FAT66 a�w HIP 5 I r (3 u) F5 � V) N 3 3 FDI 4 FDI FDI 4 1 `sJ J X � w w � Of L J ARAB c0 0 ARAB 3 N Lo 3 FDI — Q FRONT WALL 01 � LINE OF FRONT 6ARA6E WALL o UNIT 105 FDI GARAGE; 4-b* 2'2" 2'2` 8'-0"M.o. 1'-10' 8'-0'M.O. 2'�" I'-1" 8'-0"MO. I'�" 11-b. 8'-0'M.o. Z 3'-Io" W ^ 2 w U � CO 14'-0' 5'-0" 22'2" ??'2" h'-2' j m W ww 54'2" 12'-0'BREEZEWAY 54-2' O U I i 120'-4"OVERALL ❑ ~� U O z H o B A I G A W u A-b A-6 AI.I AI-6 AI-b ❑ U UNIT 106 UNIT 105 Z Q 0 MODEL Al (HOLLY) W MODEL A (LAUREj-,) W ❑ ED RC FOUNDATION PLAN FOUNDATION PLAN U \5 RT h 3/16"=1'-0'• 3/16"=1'-0" W U L T ❑ F NE`I`V ............. . ...................................... : JOB NU BER w 2 16023 AB DENOTES: WAC PMS�WMAL'rToBE PRWIDEV BY 05RA� HD= HOLD DOWN THESE CONSTRUCTOI NRS,ANpNTc� NO REGE�TFROM EW = SHEET NUMBER E NOTA DIA ANGNOR BOLT A5 HOLD DOWN MULTIPLE'LVL GIRDER CONNECTIONS: TW-5E ARCHITECT AND REPORT ANY AND ALL DISGRET FROM S UNITS 105 (MODEL Al ) & DUET CLUSTER CL m ALL CONSTRUCTION SHALL COMPLY WITH THE 2020 ECCCNYS SEE DETAIL'D/21'5F�T DA •Go-VLY W MANIAC V FOR AIN. MULTIPLE LVL 61IRDER5,LA6 BOLT INGLUDIN6 ANY DIMENSIONAL CONFLICTS,IMMEDIATELY TO Z r) RESIDENTIAL PROVISIONS. HD DENOTE-5: ;MST zt IV 6UIDELIREs WITH VH COOLING EaulPhE 5 1512E E%SHALL NOF D BEFORE Llr�r"na+sl TO6ETHEIR H/ 1/2" BOLTS® 2'-0" OL.,2" MIN, ARCHITECT FOR CORRECTIVE MEASURE5 PRIOR TO C� SIMPSON NOU HOLD DOING W/04)k 505 SCREY15 MANlAl S'ArbMAN,AL�'G«�LIAH�EGN3tF,F�AT�SWELL BE SIreMIT,�I Gb 15�. AB=ANCHOR SON ° 106 (MODEL A) FOUNDATION PLAN SEE SHEET T-2 ENERGY CODE NOTES N 1101.10.1.1 -N 1104.1 SEE DETAIL'14'/SHEET 01 MANIA�'.r RJAG LOAD G&O ATIORS PROMM BY H376 RATER GARAGE AI 150N FROM TOP BOTTOM, +> MIN. 4" FROM ENDS CONSTRUCTION.DO NOT SCALE DRAWINGS.DIMENSION5 SHALL STRONG WAILS 13E CALCULATED AND NEVER SCALED UNLESS OTIERWISE NOTED. W Akm❑ COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED LLj If-O' I5'-0' 14'-8' 9'b' q'-b' 15'-8' 12'-4' � E b-6' b 6' ,'4' ,'4' 4--b- 5'-0' ALI ,'4' T-4' 4'-6" 1 5'-0' ,'-10' 1'-10' 1 6'-2' 1 b'-2" 0 :3 IT-b" u'-4• z U �- IMPSON B A H v BG P..POST WITH 5 A b A-6 AI-b AI-b JL (� � .� 6x& /6 ST GAP ANCHOR t G A 0 ■ L 51 ARft P05T BASE 10'5QUARE H546 PERMA GA5T UNE OF REAR PORCH a UNIT 106 N >o ~ L (TYP- GOLUMN5) COLUMN 362 W/SQUARE LINE OF REAR PORGFF O UNIT 106 IOGOL(JMN#46382 W/5QUARE T a,-, N>. n'-0'PORCH WIDTH FLAT GAP BASE(OR EQUAL) FLAT CAPNER 4GO BASE TOE AL) W Z — -CORNER TO BE BE J. — — — ril PROVIDED SPLIT KIT PROVIDED W/SPLIT KIT 0 s✓ CLU) M - - _ - -_ _ 6x6 P.T.POST WITH--\ 3(72X6 P.T.GIRDER SET TOP A N SNMP50N BG523/b T U = Lo co GAP ANCHOR t 51 �+ r N .0 FLUSH w 2x12 61RDE25 0 SIDES ^' AE!"POST BASE - �^ ❑ n/(3) {b TR (3)301b TR (2)3016 TR N•1 ) (3) PT.61FM SET TOP cce)No 14T 0 q1-61 tvjE _ _ _ _ _ _ fn (3) DH 4 I I i Y - - - - - - -6- 6- - 11 d 4 (3) DH (21 DH V Q I 4 I o ) $ o II 1 12 I I P I LINE OF SECOND I I VAUL CELiN6 Iq 0) 16 TR 12 p To w 01 I I COVERED TORCH 11 W FLOOR ABOVE Iq �121 I COVERS ORCH 01 l4)2X6 (3J pH D1 14 o I POST (� (3)2 2 PH s gOIbTR � — � - - — � HD w 0) , 16 TR , .M HT � I �F L — J � :--jL- H� z 5Y4k I4•LVL MR J 0 q,-6.HD HT a 12 ) I Q e 0 18"SL.-6080 FW6-18'SL. s, HIP fl O ��r© � � �_ � (3) DH DI IW � -' 2'x12'PT.5 .0 16' C. 5 'x 14'LVL HDR 2k8•G-I a Ib'OG. b" 1�,• �'6• v ry _5Yk 14'LVL HDR L — - L — — J N _ _ _ _ DI ;� I 12"� 6" -� C) g —� e m r= �r �r_ , i I- - X14- - - (2J 2816 TR .n (2)2'x12'RUSH 611RDBt m � "t r II'-0'GEIUN6 2kIZ'SB 0 16,OG. - - = - - (3)2X8 H� - - JL - - JL - - J 1� - (2)2X10 J " I I 0 q'-0'HD Hr e 4�HID Her I I DINING 4 r — — — — — — — -� 2'-0' 2'-0' INC 0 m _ — — FLUSH END I 12' STEP CEILINfi I (212850 DH F' 02650 DH LI L — — J I II'-0'GEWN65 ¢-fulI I Q 5Y4k 14_LVL HDR W @)L 9M TIRea st (3)2X12 FLUSH GDR n ry "' p1 I I 0 4'-b'HD HT QJ z8I TR I REA FA5 REA i5 g.I -I Z - - - - r �- -i 1Y *( 2x1 t3ooRJOISTS 016 0G. 5Y;x 14'LVL 61RDB2 a 4 O 0 2016 TR � �- - - - - -1 IS 5L.-6080 FW6-18 5L. o x(20) �PH I b �I I II 0 1 6,I '� -0, POST 04:3ND5 I 2'-0' 4" �I 13 8' I I 6' > g'-0'= I b" I (212040 DH 2016 TR I , I 2,-0, O D — - - - - I. 2'-0 I 2'XIO' IGH G J.0 Ib'OC. L cn1 LIVING AREA r J ) t_ —I '' 10-0 GEIL )2'x10' I 18'5L 6'-0FW6 18' w DI "' I 12'-0'STEP CEILING I II'-0' IU I 2050°H 2'X10'H16H G.J.0 Ib•OC. N ILL 0 MA5TER BEDROOM o N MA5 INC �® 5Y;x 14'LVL GIRDER J (4)2X6MOM EM IDOMOR HAIS; 1-- /�/� 2k 6'EXT.WN15 N I 0 1 N g > BA DOM °� b" I 13'-8" 6" q'-0" 4" 16-4' 2'-10" I POST 3' " 3'6' 2'-0' 0 l J b" 2'-0' 31-61 3b' I TO BE FiZG TO UPPER�N cQ ( IUNS Jc TEt4f'6L L (JJ 2 2' GIRDER PROVIDE(312k b' I I t I ( LINE EE 4'-0" m 2 6'M. I ❑ v v J n GEUN6 GEEING 0 SIIAVLTR I DE IRDOOIZS II II ��q 'x ' TEMPERED 4 4 IOL "�G) o TO BE T U'PER LM6 _ _ (— SnVSLIVING AREA I I rW, t WINOOW OPBNM65 2'x10'H16H CA 0 16'O.G. vrw. � P PTN ON TWB 0 3= I 12'-0'STEP CEILING � IO'-0'GBL( v (3) k b' I � � (� 2' 6HRDER � PLATFORM MA5TER BEDROOM - MA5 corm Eu HT 1UD5 I I2 PRE-FAB FIREPLACE ( I �r I y o BATHROOM o PRE-FAB •EA a OF NJ 1VRS NO5 -r 3016 TR r- _J I I TEMP 6L DR5 5D® 4" 6'-10" / 2' "2'-0" Iq 2' y (3 k = 1REPLAGE I I I a 0 3042 DH I I I I i 0 I I RAISED HEARTH — (2125c1� a ixu� _ J 4 4 111N. • 4 P05T ABOVE 2'X12'FLUSH 61 TEMP 6L DRS I 3016 TR _ I UNDER WALL I I I ::Kl TEPIN6 I 0 9'-0'%Hr I • I `� I I 4 I I m I 2016 TR RA15M DEARTH I Ca Q - ' 2'X8'G-L 16'O.G. VAULTED CEILING m - - - HND HD HTr I I 2x10 FLOOR JOISTS. 0 w G i iI i it N I I 3036 F" � �-� _ _ _ _ O 4 II' -CEm —,1 GREAT ROOM 12 ry 2050 VIN 6• I 1-. 5'0• I I'4' 6" �ooR `r TEMPEREn GLASS PTN k n J ro 1 ITGHEN D'4" m I IS'4' I 3-8' 0 16'O G.10 4" .t 4' 2 4' 6'-6' 4" 8 - L_ J Q (3)2'x12' 6RDfft iq � �,- ON TUB PLATFORM i('^ g 1 �+ Q _` m 6' 2x1 JOI5T5 0 1 OC' �S Xa ® q'-0'CEILING GL)2x . NOfE ry 2'X10' 8 _ INT BR6 PRTN ry L�X BM ri VAULTED GEILm6 (4)2X4 I 2 RD62 I ' r 5D (4T (3)I'X Ii�'LVL i+ ;r - - - (2a 2X10 FJ (?)I 'X 9' GREAT ROOM P05T I — o — J o IL••.�' �1 8 14R _ _ _ FLUSH GANTL_ (4)2' b' q'-0'SOFFIT e e LVL 61RDER L - - o N I POST 5'-8' 4' ,'-10' 4" 5'-0" 3'-B" 15'4' -v � v, r OVl3t STAIR <r 6" 4" iv u 08 + lb (3)I X ll�LVL > ti q, 5:MP5ON 4 :;y, q'-0'SOFFIT IL Soo ANTILEVER 4 OPT. DINING AREA 3 I p STRONG-TIE I — )I X q� FLUSH 4 w O SD sD * G o ❑ 2016 TR 'v d q'-0"GELm6 MUD OOM — I #1#1612 HANGER T 4 lo'WIG1L1 3 — LVL BIRDER c� —� LA 361 — 0 q'-6'FD HT P- -1 NOTE'S', SAV. IN 9'-0'CEILING Y m SLOPED GEIL P 2050 DH � (4)2x4 = 2x12 15T5 IV O.c WIG `r lo'-0'CEILIN6 t_ POST 0 EN05 4' 3'4" b" (4) I LINE OF SECOND - p•'A"IAA�NyVyVAI I D LAUN• UNDO STAIR `r y� q-0'SOFFIT m6 • POST c I ABOVE 2'-0' 4" _ b' b'6' I 6' ,'6' 4' I I 'lam BATHR r 2k6 G-t 0 IVOL. 4 DINING AREA 144N, 0'-0'GEIUNG I Q NOTE'S', ^� �® fl UP IR � JOISTS 0 i'O G. p b S'b' 4" T-6" 2X6 Cj 6" I 7'-8' 4' - STORAGE 1 W L� 2016 TR ~ 'v II-0Dt N6 = LINE OF II 2868 INSUL DR (4)2x6 I I o 0 16'OG. y� P m m \EN 5EGOND 45 MIN FIRE P05T 4)2k6' A3 TV 15'4" 4" 3'-6' 4" 8'2' i+ 0 q'-O'HD HT - - T N FOYER Gni 12R FLOOR I RATED W/SEF I�05T I }� "' K 2050 DH r� ABOVE CLOSING DEVICE _ _ 6" 12'-0'— x 4, 13'-10' DI I' 3'-8" b' S'3' I I 10'-8' I 5'-5" (:4 'XIO' 61 BATT5 NOTE M, L '� z Up Y W LINE OF FLOOR 2016 TR `r 6' 21'6" Ii d 4" DI 2866 INSUL DR- 14RIUP FOYER dj 0 q'-6°HD HT -T FM OPT. 1 -5 'x II 1/8 4 4 ABOVE 205012H I 6'R-21 I I `O (4' GO SLAB `z 45 MIN.FIRE Gnl 0 A3 W ( RATED PV SELF m 0 0 ;fl BATTS I � 19 L J Q DI I CL-O51%DEVICE 3R v DI P 0 DI (3)2'x10'GDR - - ry - I ,n _ _ 2'x12'G J. 12'-0'HIGH Y GEIUNS Q (3)13/4x18 DROPPED LVL I 'w0' s1 0 16'OC. OM #2 SEAT o o (212X6 5 II 1/8'L 'o- B B - J (` 1/ o I o ° I I (5)2x © fl ° 2016 TR r- -�r —1 — D PORCH - I I TWO GAR GARAGE 4 (4)2x6 L- -JL- J L - J I I I I I •4'P.G.SLAB(MIN.3500 PSI I T 0 ENDS 10' ARE HB46 CAT COLL'IN W 2 4• 21'6' 4" IT B b" 2'-O' 4" II'b' 6' -1 0 q'-0'FQ HT B POST 0 ENDS (3)2'x O'HDR I i '� 14'-0' I 2'g" 4' GMJ RERFORGED WITH 6x6, I1111 2x6 GJ t- I IOAO Y(WM I I GJ 59 T GAP BASE(OR 2 DH 2050 vH AI-6 2030 DH o e 16�"o� 1 1b o c. Ecru - o TWO G R GARAGE � o r HD Hr- �' �v 10'5QU Hats DERMA I I — — — t3 2X8 P.T.61ROE12 TOP 1 O l'-6•HD HT II 2'TOW J;VS 6ARA6E DOOR _ `D COVERED 0 l'-0' `* vim• iY 12_81 fIEiPBRED) (N . II m _ BE W/ 1r KIT �_ •�41'PC. w 63sao 1 ) ° o PORCH L J 0110 KXK CAST #46382 W/ - - I •jl'TYPE )'GYP BD ON _ p 5011 FLAT GAP t BASE(OR - - - - - El 6ARA5E WALLS t GEILM6 I I ° o TONA RM DOOR r 3080 EXT I L IDR l^V I •}'TYPE'X'6YP eD ON Mr I — p _ EQIAIJ CORNER COL"To I OF LMN6 SPACE COI" � N - - - r co BE W/SPLIT KIT (2)18' DEILI&M WN.IS TO 6ARASE I I N KAU.S 4 GE LM BD ON GARAGE 1 1r _ P 25 HDR P W G I G 3080 EXT N5UL OR W/ Iq ❑ � N r� ep cv I 1'TYPE'X•61'P ED ON INT OF � :fl Q N N I� N W Lbxb P.T.POST WITH SIMPSON I LMN6 5P C t-ON KAUS TO (3)2810 TR W52-3/6 POST GAP ANCHOR t A b lq II I A 6 W I 6ARASE (2)18"51DEi16FNT5 L - J I_ - J TR ' SIMPSON AI51166 P05T BASE DI 8070 OH DR m 18010 OH (2) 10 HT DI (3) DH (TVP-ALL GOLIIMPS) D1 1 e — — — a.. � 10' ARE H946 DERMA CAST (2) DH ;( I — Dnl Iq #46382 W/SQUARE '4 D/21 (3)I /4k 14'LVL FDR Dnl D1 DI FLAT GAP t BASE(OR EQUAL) GOLUP•ir!TO BE 4 UNE OF FRONT DI DI 4 1q ° _8010 OH DR DED W/5PLIT KIT F WALL o ,- r9APAi5E 6ARA6E WALL D1 :fl 8010 OH DR 0 UNIT 105--\ 05 0)1 3/4k q V2'LVL FDR 15/4x q 1/2'LVL FDR 4 Dnl Dnl 4 z z z z z z O O U U U U DI Iq D1 cn to U U U U DESIGN N®o �l.J 3 5 6 W W W > W W I1-6" 10'-0" 1'-b" ,'-0' ,'O° 5'-0' 2'2' 8 O'iR.O. 1'-10' 8'-0'R.O. 2'-2" 5'-0"R.O. I'-5' I'�i' 8'-0"RA. P-8" 2'-4' 6'-4' 6'-4" 2'-4' 3'-1" Y-1' WALL RATING- I I R. �O FINISH DATING- 23 MIN. o Lo0 N 13'-0• Ig'-0° 4' ALI 14'-10' ,L: 54'-2' 12'-< BRffZEWA Y 54'-2- - •' I B A G A ,r ./,t,� � W A6 Ab w`� a� �I�1 , © I HOUR RATED EXTERIOR AI b AI-6 �). . BEARING WALL ....:..:.. A55EMBLY- 5EE DETAIL: ~r „ �� FIRE SIDE 0 `2, 4� 4 0 W UNIT 106 UNIT 105 HORIZONTAL SECTION o o z O U ❑ MODEL A (LAUREL) MODEL Al (HOLLY) U) I.WOOD STUDS-NOM 2 BY 4 IN.SPACED I6 IN.OG WITH TWO 2 B1'4 IN.TOP AND ONE 2 BY 4 IN.BORON PLATES.STUDS W LATERALLY-BRACED 13Y WOOD STRUCTURAL PANE.SHEATHIN6 OTEM 5).WHEN MINERAL AND FIBER BOARDS'(ITEM 5A)ARE v CONSIDERED AS BRAGm6 FOR THE STUDS,THE LOAD 15 RESTRICTED TO lb%OF ALLOWABLE AXIAL LOAD.WALLS EFFECTIVELY FIRE FIRST FLOOR PLAN FIRST FLOOR PLAN STOPPEDHAT BOA A-ANTTOMOFWAIL ❑ 2 6YP5UI4 BOARD■-ANY CLASSIFIED 5/8 IN.THICK,4 FT WIDE,APPLIED VERTICALLY AND NAILED TO STUDS AND BEARING PLATES 7 Ln/1 IN.OG WITH 6D CEMENT-COATED NAILS,11/8 IN.LONG WITH V4 IN.DIAM HEAD. L .J 3/16"=11-0" 3/16"=1' 0" �TM -ttNOT SHorW-WALLBOARD JOINTS COVERED WITH TAPE AND JoiNr COPtt'OUND.NAIL HEADS COVERED _ JOINT COMPOUND. 6i LIVING AREA= 1,62a 50. ET. L I VI�6 AREA= 1,670 50. 1=T. A TTS AND� ■_MINERAL FIBER OR 6LA65 F15M INSULATION,35/6 IN.THICK,PRESSURE FIT TO FILL WALL CAVITIES GARAGE AREA= 442 50. ET. GARAGE AREA= 486 50. ET. BETWEEN STUDS AND PLATS.MINERAL FIBER INSULATION TO BE UNFAGED AND TO HAVE A MN DENSITY OF 3 PGF.GLASS FII } INSULATION TO BE FACED WITH ALUMINUM FOIL OR KRAFT PAPER AND TO HAVE A MIN DENSITY OF O.q PCF(MIN R-131HERMAL Z m GOVERED PORGH AREA= 25150. ET. GOVERED PORCH AREA= 364 50. ET. IWA A11ON RATING). w 5.WOOD STRUCTURAL PARL SEATMNG-MIN 1/I6 IN.T}HM 4 FT WIDE WOOD STRUCTURAL PANES,MIN 6RADE 16V OR'SHEAnfIW. -� INSTALLED WITH LONG DIMENSION OF 51$1'(5TREN6TH AXIS)OR FACE 6RAIN OF PLYWOOD PARALLEL WITH OR PERPENDICULAR TO z U STUDS.VERTICAL JOINTS CENTERED ON STUDS.HORIZONTAL JOINTS BACKED WITH NOM 2 BY 4 IN.WOOD BLOGKIN6.ATTACHED TO (D ❑ ❑ to STUDS ON EXTERIOR SIDE OF WALL WITH 60 GEMENT COATED BOX NAILS SPACED 6 M Or,AT PERIMETER OF PANELS AND 12 IN.Or, - ............ ......... ................................ ALONG INTERIOR 5'IU75. b EXTERIOR FAGM6S-INSTALLED IN ACCORDANCE WITH THE MARFACTURERS INSTALLATION INSTRll MN5.ONE OF THE FOLLOWING EXTERIOR FAGIN65 I5 TO BE APPLIED OVER THE SHEATHING, 0 F ED ARC G.WOOD STRUCTURAL PANE OR LAP 51DIN6-APA RATED SIDING,EXTERIOR,PLYWOOD,051B OR COMPOSITE PAHELS WITH VENEER V BERT 2020 NYSRG-R3122.1 FACES AND STIW RAI-HOOD APD LAP 5 PS I OR APA STANDARD PRP-108,INGLUDIN6 TEXTURED,ROUGH SAWN,MEDIUM DENSITY Q �.� NOTE: WOOD SPECIFIED IN UL-RATED DE516N5 ARE MINIMUM SIZES.LARGER DIWN51ONAL W IN DWELLING UNITS,WHERE THE TOP OF TW SILL of AN OPERABLE WINDOW OPENIN615 PINNII%W 6RADE OR OTTER SURFACE ATED LESS TRM 24'ABOVE TI-E FINISHED BELOW ON nE EXfHRIOR OF'RE BUILDm6 OPERABLE WINDOW 5HALL COMPLY WITH OPE OF TPE FOLLOWN6, STUDS CAN BE 5UB5TITUTED. U N ,: k"tl. •OPENINGS THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE TO PASS T}IROWf�FI THE NOTE: UL#356 15 IN COMPLIWE WITH FIRE-RESI5TIVE�RATIN56-AN51M. 63 A5 PER�R302 T �Z3$'o yo MULTIPLE LVL GIRDER GONNEGTIONS: oPEHN6IN ITS LARGEST OPENED POSITION. «FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F 20go SOF NE`N FOR ALL MULTIPLE LVL 61RDER5,LA6 BOLT (DTE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO RELEASE THE CONTROL • , n n DEVICE ALLOWING THE WINDOW TO FULLY OPEN,SHALL NOT REDUCE TIE PET CLEAR TOGETHER W/ 1/2 BOLT5 @ 2'-0" O.G.,2 MIN, ONE HOUR RATED EXTERIOR 1 FROM TOP al: BOTTOM, rt: MIN.4" FROM ENDS oPt�uNs AREA aF TFf WINDOW UNIT TO LE56 THAN 5.15oWARE FEET. . . ....................................... WALL RESISTIVE ASSEMBLY JOB UMBER �s. A- 3— 2020 NYSRG-6242"1.8(50'3.8) w 2016023 6ENERRL.GONTRAGTOR5 AND 5UBCONTRAGTOR5 TO VENTING 5Y5TEM TERMINATION LOCATION: NOTE: ff a 10t{AUST FAN: -SUPPLY AND RETURN DUCTS IN ATTIG5 SHALL BE INSULATED TO A MIN.R-8 2020 NY5EOX 5EGTION R 402.4.12: Q SHEET NUMBER REVIEW THESE GONSTRUGTION DOCUMENTS UPON RECEIPT ME VENT TERMINAL OF A DIRECT YBNT APPLIANCE WITH AN INPUT UNITS 105 (MODEL Al ) & DUET CLUSTER NOTE N': PROVIDE SPRAY NOTE: N0� ': HD= HOLD DOWN 5o 0:11 INTERMITTENT OR AND DUCTS OUTSIDE THE T1 RMAL ENVELOP SHOULD BE MIN R-6. AN APPROVED HERS RATER TO STAIR MANUFACTURER TO DESIGN STAIRS TO ® 20 GFM GONTINIAY FROM ARGHITEGT AND REPORT ANY AND ALL OF 10,000 BTU PER FFOUR(31a"p OR LESS SHALL BE LOCATED AT LEAST ALL DRYERS To BE VENTED FOAM INSULATION IN ALL WINDOW5 SHALL BE D15GREPANGIE5 INCLUDING ANY DIMENSIONAL CONFLICTS, -5EALIN6 15 MANDATORY FOR DUCTS,AIR HANDLERS,AND FILTER BOXES. PERFORM AIR INFILTRATION,DUCT 6'FROM ANY AIR OPENING INTO A BULDIN6,AND 5"AN APPLIANCE WITH � TO 009DE AIR PER CODE MEET ALL APPLIGABLE GODE5 AND TO -JOINT5,SEAM5,AND GONNECTION5 SHALL COMPLY WITH 5ECTION M-1601.4 LEAKAGE,AND COMBUSTION 5AFETY AN INPUT OVER 10,000 BTW PER HOUR Bur NOT OVER 50)000 BTU PER ALL WASHER ro BE 6ARA6E GEILIN6® ANDER5EN 200 5ERIE5 IMMEDIATELY TO ARCHITECT FOR CORRECTIVE HOUR SHAD-BE INSTALLED WITH A q INCH VENT TERMINATION aEARAN<,E, z PROVIDED WITH DRAIN PANS LOCATION OF REPORT ANY D15GREPANGIE5 AND CONFLICTS CO2 THE 2015 IRC. TESTING AND PROVIDE A WRITTEN 106 (MODEL A) FIRST FLOOR PLAN TO THE ARGHITEGT PRIOR TO STAIR FABRICATION. ©= ® CAR"MMr.T MONOXIDE D ANN665 PRIOR TO GONSTLL BE N.DO NOT SCALLS AND APPLIANCE WITH T INPUT OVER CLEARANCE. BTU PER HOW SHALL HAVE U) -DUCTS SHALL BE P TESTED TO DETERMINE AIR LEAKAGE BY REPORT OF THE RESULTS DE•TEGrOR DRAWINGS.DIMEN510N5 SHALL BE CALCULATED AND AT LEAST A 12 INCH VENT 1T3RMHNATION CLEARANCE.THE BOTTOM of THE BEDROOM ABOVE GLAZING ROU6H-IN TEST AND A WRITTEN REPORT OF THE RE5UL.T5 5HALL BE 516NM VENT TERMINAL AND THE AIR INTAKE SHALL BE LOCATED AT LEAST 12- W SMODETECTOR NEVER SCALED UNLESS OTHERWISE NOTED. A3 %V 940M BY THE PARTY CONDUCTING THE TEST AND PROVIDED TO THE GODS OFFICIAL. ABOVE GRADE COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED � CD I HOW RATED Q(TERIOR DEARINQ KAM III-ON Ft.HT. III-01 PL HE 71 4 OH. BE1?R00M#3 14'-0' RAILIN6 ' 5 rRI ° RAILIN6 11'-Ov PL.HT.— LOFT �3 7t S\ EF T-O LINS U-I C DTUE5\ - F--J;t 011 A \ INS Lao ROOM 0 UPPER -1 L L KAU ROOF BREAK o -"Z712'--o-P] afR5TORY INALL L 5 4--MIN L\A:-e4RXR NS PL ifr ' LU 54172' w Lu UNIT 105 > UNIT 106 m Lij -j MODEL A (LAUREL) MODEL Al (HOLLY) z (D 10 Iu) u) :........ ................... ........................ SECOND FLOOR PLAN SECOND FLOOR PLAN ED A& TOTAL LMNG AREA TOTAL LIVING AREA (P 11999 SQ. FT. I SEE ROOF PLAN FOR ALL SMICTUR&FRIA El N I HOUR RATED EXTERIOR BEARINC7 HALL 1013 A55EMBLY- 5EE RET&I-b (R 2020 W5PZ-R312-2.1 L:d - 2 i6023 NOTE. 6ENERAL CONTRAGTOR19 AND 5LEWNTR,66TOR5 TO ONE CAR30N MONOWE&AM IN NEW IN DWILIN6 UNITS,HfRE 11E TOP OF TW SILL OF AN OMJZMr:HWOW OFIENIN9 15 LXATW LESS TW U) SHEET NUMBER EN61KEERIED J015T EF EXR45T FAN. ONE AM TW+AKLY VNELLIN65, 24"ABOVE nE FIN15HM FLOOR MV 6FEATER TIM12"ABOVE TIE FN19W ORADE OR MIER SURFACE UNITS 105 (MODEL Al ) & DUET CLUSTER < 50 CPH INTEFMITTW OR REVIEN THESE(WNFRI)GTION DOCUMENTS,LIPON RECEIPT BMW ON nE EXTERIOR Or-THE EVILDINS,TIE OPERABLE HNIXW%IALL CanY NTH ONE OF Tw a: 5HALL NOT 13E CUT, It 5 N H0= HOLD DONN MULTIPLE L�& 61RDER 60NNErTI0N5: 20C-FMCVNT1W5 FROM ARCHITECT AND REPORT ANY AND ALL TOWWOUSES AV DHELIM UNITS IN FOLLONINfm BOREJ?MLE55 ANDER55 200 5ERIE5 ALL APPI-ICA15LE COPE5 AND TO ToeETHER W 1/21113OLT5 @ 21-0" 0.0.,2" MIN, Cg CAMON MONOADE IMMEDIATLEY TO ARCHITEGT FOR CORREcTIvE IN nE H-WATEMOINITY OF FALL.PMeM DEVICES TMT CanY HTH A5TM F 2M 106 (MODEL A) SECOND FLOOR PLAN (D 5PEC,11:-IED BY THE REPORT ANY 015GREPENGIE5 AV CONFLICTS, (D=TEMPERW FROM TOP 4 BOTTOM, 4 MIN. 4" FROM EN05 M-TFLTOR MEA%RB PRJOR TO C06TfWTIOK 00 NOT 5GALE BEDRO",ON M LOW5T FLOOR ;9 WINDOW ORMNO CMRX 1XVICZ AFTER OPERATim To MEASE nE CONPIZ1-"CE&LMNS co MANUFALWRER PER To THE ARCHITECT PRIOR TO STAIR FABRICATION. a-AZIN6 vWjNe6.VIVMIONS,SHALL BE CALOJI-ATED ANO LM C4NrAH%BE)RO". IfE HNvA To RUY OPEX 9WI NOT RMM THE NET CLEAR OPENINS ASEA OF THE KNDOK UNIT TO w A4 OODE SIVKE M-TWTOR NEEVER%ALED LINLE-55 OTHERH15E NOTED. LESS THAN 5.1 5WARE FEET. 0 1 1 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED , ` � ^ 1 � W ZC ' W �1 E U r N O '� 7 V In z U • O 2SZ� N�-; 5 via>Z - Z () m•5 cd Lo i ate•- rn B A G A O Q W rMi A-6 A-6 AI-6 AI-6 U = � N ❑ M °° co 14'-0'CABLE WIDTH Ib'-2'FASCIA WIDTH 14'-8'HIP WIDTH `� 0 CL I AI.I 111-4'PL HT r — — _ _ _ __— —__ _ __ _ — n� ABV IST FLR II'-0'PL.HT. z II1-41PLHi I - - - - - - - - I � ABV IST FM I © BEAR NG WALLI HOUR RATED EXTERIOR 1 — — — — — — — — — — — --�r j 12 I I I ASSEMBLY-SEE DETAIL: e L � N L JI AL16N FAGIA5 IIII :lo IIII I �y, _ I � z a I ADJJST RIDGE HE6HT A N ® O IIII N I I I To cam OVER I Q. �� I I Q AL16N FASCIAS I I ' 2x10' 0 16 OG. 2xI0' o Ib OG. III FIREPLACE CHASE IST l3R 4 e I AI-5 II'-0'PL.HT. U ABV 15T`I m I ''tory I O ' ^ AL16N FA5GA5 1'-0' I L- L! J II'-0'PL.HT. 41-0'PL.HT. oH. I f _ — — = — F- I z t10 HT :::>:>: f 11.0'PL .12 ;;::�:::::;:::::.>::.>:c:.::.::::::::.:::.::.::::::::::..:.::.>:t.::.;:.;:.>'.:.;:'.':.;::.:.;..:::.;:.>:.;:.r:.>:.:::;.::.::.:'.:::'.:::::::;..;.:.>:;.>:.: <.::.. � . III ABV IST FLR ❑ t 2x 10 0 l b OG. : ::::.::::.:::::: CDR ;:::::::::::•::..... r :.:.... a 2X12 FLUSH :::— —:•..::.:::::::.:::::::::.-:::::: :•:.. ::...... . ... :,::::::...:.::::.::.:::.......;..:.............. 12 . ...._....:: ::.:::: I I .. o ..... ....:. - o lb oG. a 2x10'RR® ;:y::.::;:'� e, :.::::...:.............. . ... �r :.;:.;:.:<:.::.:::.::.::::::.:::<.:::.;;;. ::::::::::. .........I..............:.....:.:..:.: .. I I ........... ::::::::.:::::: II o .... ::::::::::::: :.:::::::::...::::::.:..:. ..: :�6LVL ;;•;:»:;:»:::::• :•.::::::::::::::::::::::::::::::::::::: . . :. .::::::.:::::.....:.... • i TI.a ...... ::...:::.::.:: I I I-0 n A ::::::.::::::;:. N r (3)2x4 AS .........:............. ............. ::::::::::: .::.: J :::::.:::::: I - P05T TO HIP 61RD :. ........................ :.. :::::.::::::::: I I _ :.................::::.. ...::::::::::::::::.:::::.::::::::::::. : : .::::.:::::::::::::::::::.:::.::.:.::................................ I . :.::..:.:::.:>;:.;:.:;.;:::-1-- ..................................;:;.;:;:.::... ::..... '� 2x10 RR 0 I6 OG. ................................... e ...... ; "':<;i;:,;i,:;::•:. .;.:::;:;:;::c;:c•: ' A5RIALT ROOF 5MH61P5 <;•>:::::::.:::::.:...:. ::::::::::::::: ::::::;::,.:::::::;;:c:<ta;:;:>;:;:;.::;;:•s;:o-;.. / I /� ■ 2x8■RR OH. r --r I O ;;:::;;«:i'';:; :::::ii:::::i::i::is:i :;;;. ......... ........ ........... r I I 2x8 RR S' ............ o o Ib OG . _ � I I II l� w o I I I 12 12 — �' �� I cn i / `z N .:::.::....:::. _ y t 135 t 135 - �•{' 1FNN6 I i � I 11i00D SFEA A PL s IL _ , . v � III — - I h' 2k 0 GIRDER C3) h1 N � 1 I V I C �O II APBt � I - _ ry 5#ROOFlN6 FELT P N 2X P Ln L y - 4 05T �I I e \ C3) x I f � 5sO' �0 GB•IIT3L 30 UNDER HIP GIRDER I I I II W PER Y :r MALL ICE<WA,>3t SMELD I wDOD CHASE • ti N6 N O ROOF FRAM I I I '5 SPKf.TO – I — MAFLFA4TIlRBt '} MAHWAN PROMT YURRA". O N u1 OVER wvsE ry � �' I(� OARRY DOYN FRONT OF FASGAr / II 2x10 RR e 16 a. I I I L 1 _ J I(L� MN 4'TYPICAL I ii:•::i::: iiii:c UP 0.A0AIM HDRIP8?6E - - - - - - - - - - cAP I I I I I I I I I N - - - GRI ROOF RI TO AL16N I 2x12'RR o 16 oc. / 2X12 R106E BM W/\e(T _ `,�/ 6VTTERII'-0'PL Hr I I (3)ZX4 POST TO uNDeRSIDE OF- I 2x10'2R o Ib OG. I I K'-0'PL HT BALV.OONFLTORS HIP 61RDER CARRY P05T DOWN I II _ AE EACH 5o�r BEAM ABV 1ST FLR I I I TO 5X16'LVL 61RDBR BELOW — TO AL16N II I 12 I I I ABV 1ST FLR I —_—_— — — 12x12 RIDGE BM NV vert — -� a.. — — — ..........:.;. --� I I I to . I I 2x10'RR 0 6 OG. — —12— -F-0 �o J . I RI AL16N I - - — =�- - - � F- I- - - - -�--- :<:<:`:?::::>»>>`:..i:: i ea I �►; I II-0 PL.Hr. \ - -T - C z - - - - - - - - - - - o - - -III -- I o 11� �I I I – I _ ALIGN 2x12 uI ........................................ - - - I I Nm APPLY ICE!WATER SHIELD M RIDGE OVER DEN 0 'A — _ I I I I I I I( I I O I- I 1 _ r� '�ii::t•i:::i:i:•iiiiiii::�:ii:��::�.:::�:::•::.:: p� ryI .::�:�:� :::'�:�:'�"�:�:.`:::.�::"�:�'�,}:�.�::::�':::iri::�. ;_.„-.,.,. N FAR hEATHBR WALL BE..OW I�:::-:::c::•:ts;:•>;>::•::;:•::;;��::::�::�:::e:::;::::>:t>::::::�:•::>.. OC I' f............ Ha TFC AIR ROOF DEOK AO 11 1 �- .....:....:..:: ...:.::...:..:::..;...::::::::: .............. ..... ................. .. I .p ...................................... — — — <>f-: :;ii;>::;; ;>:.:»iii:;:::;:.;:.::::;:;: _ _ icl MEt•6RAIE ARE AT I I ::::::::::::::•:.:::::::::•::::::::.-:::::.:-::.-:::::.-::::::. � :r;` — ® � o :::.:::::::•:::•.:.::•::•:::::::::.::. �1 I TEMBiA11lRF50F40'FtSWOR — _ I:;:;:i;:>'::......:::::i?.......'r`i:; iIIa,3y1I — P;em;E TREARV 50FFIT FRAMING I ■ :sa::c::; :., ::»;•:a>:':::. 10 RR o lb oc. 2itt0*.iR;�;6 tlG..:..:.:.:::. .. :::: :::: ....... ........ I I r — .......... _ - - FASUA BOARD OH. :::::::::::::::.::::::.:.::::.::.:.:.::... .; : .: II eoARD ry r caiT. ::::::::.:::::::.:::::::::::.::::::::::::::::::::.:..:............................. :::{{.:::::::::::::::::,::::. r ::::.::.::................ �— — — — — _ /�......................... .. I :...:.:: :......................................... 2 — - - - - - - - — J vertn+e OR vert® I _ I .:::.::...:.::.:.::.:::.: - .. .... .. oH. J I 1 ::::::::::::::..:::.: ..:::.. ..:.:.: 2 xw PT GIRDER ............::...::.::::..:.:.:::.::::.:.:..:. I ............. ... VIM150FFIT I (2T— ............................................ . �.............. . l :::;:.;:.;:;.;;:.;:.:::.;;.:: � ::.:::. � � .......................................... r_ .:::::::::::::::::::•::::::::::.:::::.:::.:::::::.::::::::::::::::..:::..:..::::.:. ...... T-0 PL Hi I J L ....... ........... 2ND FLR :.::.: :....:.. I a I *1'-2*PL.Hr. :::;;.;;:.:.................. . :.::::::::.-:::::::::::::::::::::.:-::::.::::::::::::.:::.:. :.:::::.::...:..::...::. .: :. . .-:::.::.:. r ® I .....:.: 12 ... .:;;;;:.;;;:.; . I . f12 ::.. I I- __ _ DETAIL 1 I I :;;>> _;>>-<; ;_ ;_;;<.; — : 1 I ! I I w n co I � 4 / � r �I I III I II Ib. OR �12'-0'PL HT i! I I I epi (?)2'X10'PT GIRDER RooF BREAK I I I I I ( ROOF BREAK I D M N co 00 N NOT TO SCALE I— J I ABV 1ST FLRI I I _ _ _ I I n NA- 5 I _ _ I - - - - - - - - - - I- - -•— - - - -� III II r I _ _� — 12 NNc )--0- L = — = J i �_ IIII eN I n I I 4 I I i I 12F N I 0H. -ARGHITEG URAL 5t11N6LE5 �° I , I I ' FASCIAS I I 12 12 i I 4 O'PL Hr.AFF. I I AI-b 2x12'RR o 1 or, A 154 4 FELT TY RVEIkAA' ENT cD II I _ �- A I oH. I I 7 I I 1 ALIGN FA5CIA5 �e N y, I'-4' L9 Ci I :{ 2'b 12'0'DORMER WIDTH I I I'-0' AL16N FACIA5 6'(R-M)BATTS I -4 •- _ - _ _ - - I I 1 �/ I OR I I 12 12 I ® g Iz—IIII`-0"PL.HT. - II'-0'PL.HT. GONi1Nlg15 ABOVE - - - - - _ - _ I I 2x10'RR o oG. 2x10'R / Ib OG. I I I I 12 12 - - '�' _ �" �- - -, LT�- - F J — — — — — — — — — — —• — — — — — — — — — — I - -I- - - 2k 12'GEIL JOISTS L J �—- L J z z z z z z 0 0 0 0 0 0 e Ib'oc oH. I I N ALIGN FAG �� v� v� in v� v> in II'-4'PL Hr G % I G I'-0' 1 > > > > > > 2k 10'ROOF RAFTERS•16'OC ABV IST FLR A"6 1ABV IT HT 1 �/� A-0W Lu 1 I % I I II'-0'PL Hr �' I 2x10'RR 0 Ib oc. 2x10'RR o 16 Or, I w w w DIA LA6 BOLTS L - - - - - - �- - - - -, ABV IST RR 1 MIN(6)PER CONNECTION OF 4'-0'PL.HT. FROOF RAFTER!CEIL JOIST I I Q'-0'PL.Hf. Lo N (TOP!BOTTOM) — - - - - T-�- 4'(8307 BATiS L _ — — -1 — � _ _ _ _ _ � O H2-5A 51MP50N CONNECTORS 6 RR Ir-4 2xIO �- EA ROOF RAFTER Q z 4'(R30)BATTS -iD w 4'(It30)BATTS+6'(R-N- B A I G A U BATTS=COMBINED Ng"TION A-6 A-6 AI.I AI-6 Al-b D.. � VALUE OF(R-4N O m w a 6YP BOARD ON WALLS t CEILING W w Llj � U O rM 51DIN6 OVER Z GREAT ROOM TYVEK BUILDINS WRAP 2 2"x58P`�°°° 4LSW UNIT 106 UNIT 105 - 2k b'EXTERIOR WALLS W/ � o 6"(R-21)BATT Ift"TION W � O SIDE VIEW MODEL A (LAUREL) MODEL Al (BH.OW H2-5A SIMPSON CONNECTORS o EA ROOF RAFTER ROOF PLAN ROOF PLAN } m - 3/16"=1'-0" 3/16"=1'-0" J Z a p 0 o o :................. .. ............. ....... ........... W Q6�') k 6'EXTERIOR WALLSVV 02BATT INSIn.ATlorl V ED A/�C F- C� �oe�ar OyF } DIA LA6 501.75- MIN OLTS ¢ MIN(b)PER CONNECTION OF W _ ROOF RAFTER t CEIL J015T ey ti� crop t BOTTOM) * s 2k 12'GEL JOISTS— ?38�� o Ib'OC y 2k 10'ROOF RAFTER ❑ F NES o[6106 JOB N BER PLAN VIEW w 2016023 UNITS 105 (MODEL Al ) & DUET CLUSTER Q SHEET NUMBER ALL CUTTERS s LEADERS SHALL BE BAKED WHITE ALUMINUM A32' MIN.6AU6E,6UTTER5 5HALL BE 5"5EAMLE55,0.6.5TYLE W/ALL IN5TALL ICE AND WATER 5HIELD PER D- REIATED I REQUIRED ACGE550RIE5. LEADER5 SHALL BE MIN. 's 's AREA of pl OTHI Z DETAIL OF ROOF RAFTERS TO , " � MANUFACTURES SPEGIFIGATIONS TO <_>:;:;:: BUILT ovER AMOTTiER 2 2X3,.021 6AU6E W/GLIP5 d ANGHOR5. CAULK 4 SEAL ALL O HIGH CEILING JOIST CONNECTION JOINTS. PITCH 6UTTER5 MIN. I/D'/FT.PROVIDE P.V.G.REGEPTORS MAINTAIN PRODUCT WARRANTY 106 (MODEL A) ROOF PLAN W A- 5 , 8 ABOVE GRADE TO RECEIVE LEXXRS(GLOSED GAP DE500. w COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED