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HomeMy WebLinkAbout46961-Z ��o�a ijFfOi,�oyM Town of Southold 11/1/2022 P.O.Box 1179 53095 Main Rd oo� � Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43548 Date: 11/1/2022 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 35 Harvest Pointe Ln Unit 110, Cutchogue SCTM#: 473889 Sec/Block/Lot: 102.1-2-54 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/30/2021 pursuant to which Building Permit No. 46961 dated 10/29/2021 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single-family dwelling with unfinished basement, covered porch, screened porch and attached garage as applied for. The certificate is issued to Rimor Development LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0164 9/8/2022 ELECTRICAL CERTIFICATE NO. 46961 11/1/2022 PLUMBERS CERTIFICATION DATED 10/31/2022 All uffolk Plu mg&Heati Inc. Auor ed ig ature TOWN OF SOUTHOLD �o�gOFFot�-�ooy BUILDING DEPARTMENT C* z TOWN CLERK'S OFFICE "oy • o��s SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 46961 Date: 10/29/2021 Permission is hereby granted to: Rimor Development LLC 1721-D North Ocean Ave Medford, NY 11763 To: construct single-family dwelling as applied for per SCHD & Planning approvals. (A-1 model) At premises located at: 35 Harvest Pointe Ln Unit 110, Cutchogue SCTM # 473889 Sec/Block/Lot# 102.1-2-54 Pursuant to application dated 9/30/2021 and approved by the Building Inspector. To expire on 4/29/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,133.20 CO-NEW DWELLING $50.00 Total: $2,183.20 Bu' in 4nVector pE SO�ryolo Town Hall Annex Telephone(631)765-1802 54375 Main Road CA P.O.Box 1179 aQ sean.devlina-town.southold.ny.us Southold,NY 11971-0959 OIyCQUN1V e`'� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Rimor Development LLC Address: 35 Harvest Pointe Ln Unit 110 city, 102.1 st: 2 zip: 54 Building Permit#: 46961 Section: 102.1 Block: 2 Lot: 54 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: MTM Electric License No: 3700ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 59 Ceiling Fixtures 14 Bath Exhaust Fan 3 Service 3 ph Hot Water Gas GFCI Recpt 7 Wall Fixtures 5 Smoke Detectors 3 Main Panel 150A A/C Condenser 1 Single Recpt Recessed Fixtures 42 Heat Detectors 1 Sub Panel A/C Blower 1 Range Recpt Gas Ceiling Fan Combo Smoke/CO 4 Transformer UC Lights 12' Dryer Recpt 30A Emergency FixturesTime Clocks Disconnect Switches 3g 4'LED Exit Fixtures Pump Other Equipment: Car Charger , Fridge, Oven, DW, Micro/ Hood, 150A Panel 30 Circuits / 27 Used Notes: New Two Story w/ Unfinished Basement Inspector Signature: Date: November 1, 2022 S.Devlin-Cert Electrical Compliance Form Town Hall Annex Telephone(631)765-1802 54375 Main Road Pax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 Q a� INTY,�, BUILDING DEPARTMENT '}i''OWN OF SOILT71 HOLD CERTIIFICATION Date:_ _ Building Permit No. I�p 1�UA�-t+-"-I 1 b) Owner: ZaW Lb)Ame1j, L L C \ I (Please print Plumber:� l 9 SU-40 Iv- '1X j 1Q n - C b.1+QCtC+0 (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. ( �mbs Signature) � sr Sworn to before me this day of- 0rjDW , 20 a Notary Public, l� County State of"qe"v Y'bl% C: •• :ic in Sl;;`Folk Courcy gSOUTyo� to TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [� F NDATION 1ST [ ] ROUGH PL13G. [ FOUNDATION 2ND- . - [ °] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE-&'CHIMNEY [ ]-FIRE SAFETY INSPECTION [ ] -FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT,PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: Ff 4 h + �� , DATE INSPECTOR VA TOWN OF SOUTHOLD BUILDING DEPT. • -ate °ycourm, 631-765-1802 INSPEC T N [ ] FOUNDATION 1 ST [ ROUGH PLBG. [ ] UNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: r qmo oi�llv ✓Q/ DATE y L?/ INSPECTOR ftsf so r/ I� # * TOWN OF SOUTHOLD BUILDING DEPT. �ycOU631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] OUGH PLBG. [ ] 'FOUNDATION 2ND [ INSULATIOWrAULKING [ ] 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: WA -11"W546-0 to ovvLoor r ' `�-W loon �� ~ s DATE �WZy INSPECTOR V� oF 500Tyolo �+ qK/ # # T WN O SOU HOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE t- ZZ `INSPECTOR �_ d # # TOWN OF SOU.THOLDB ILDINDEPT. 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) 4,M ELECTRICAL (FINAL) [ ] CODE VIOLATION rl PRE C/O REMARKS: -0r DATEId I f v INSPECTOR `nq (n Y'G g SOUIyO� �h� Ito O # f TOWN OF SOUTHOLD BUILDING DEPT. co 631-765-1802 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: 0 ted✓ DATE l l INSPECTOR 50GTyOlo VJ l I `� ot1 V eV ?o'g/ 'l C 7# V - # * TO NOF S0UTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [� ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: !G d r -Q DATE IS INSPECTOR -�+ Manual S Compliance Report Job: wrightsofto Date: Oct.17,2022 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Project • • For: Unit 110-35 Harvest Pointe Lane, Cutchogue, NY 11935 Cooling Equipnient Design Conditions Outdoor design DB: 83.0°F Sensible gain: 17582 Btuh Entering coil DB: 76.0°F Outdoor design WB: 71.0°F Latent gain: 3500 Btuh Entering coil WB: 63.5°F Indoor design DB: 75.0°F Total gain: 21082 Btuh Indoor RH: 50% Estimated airflow: 800 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Generic Model: SEER 16.0 Actual airflow: 800 cfm Sensible capacity: 16800 Btuh 96% of load Latent capacity: 7200 Btuh 206% of load Total capacity: 24000 Btuh 114% of load SHR: 70% Heating 5q U ip riIient Design Conditions Outdoor design DB: 10.0°F Heat loss: 46217 Btuh Entering coil DB: 63.1°F Indoor design DB: 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas furnace Manufacturer: Generic Model: AFUE 92 Actual airflow: 875 cfm Output capacity: 48000 Btuh 104% of load Temp. rise: 50 °F Meets all requirements of ACCA Manual S. wrightsoft1p 2022-Oct-17 16:43:43 Right-Suite®Universal 2018 18.0.32 RSU20066 Page 1 )rck...Model Al MAN JSD1Rimor Model Al MAN JSD JA.rup Calc=MJ8 Front Door faces: W Residential Examiner Review • Form RIPER I ACCK. - •v • 15 Mar 09 ArCa ZU*gCVft:tsCfAirob Header Information Contractor: Energy Testing Services LLC REQUIRED ATTACHMENTS ATTACHED Manual J1 Form(and supporting worksheets): Yes o No Mechanical license: or MJ1AE Form'(and supporting worksheets): Yes I] No ❑ OEM performance data(heating,cooling,blower): Yes 0 No 0 Building plan#: Manual D Friction Rate Worksheet: Yes ❑ No R Duct distribution sketch: Yes ❑ No ❑ Home address(Street or Lot#,Block,Subdivision):Model Holly Al, Cutchogue, NY 11935 HVAC LOAD CALCULATION (IRC M1401.3) Design Conditions Buildinq Construction Information Winter Design Conditions Building Outdoor temperature: 10 °F Orientation: Front Door faces West Indoor temperature: 68 'F North,East,west,south,Northeast,Northwest,Southeast,Southwest Total heat loss: 46217 Btuh Number of bedrooms: 3 Conditioned floor area: 3788 ftz Summer Design Conditions Number of occupants: 3 Outdoor temperature: 83 °F Indoor temperature: 75 °F Windows Roof Grains difference: 30 gr/Ib @50% RH Eave overhang depth: 1,0 ft Sensible heat gain: 19979 Btuh Internal shade: blinds Eave Latent heat gain: 3977 Btuh Blinds,drapes,etc. Depth Wlndaw Total heat gain: 23957 Btuh Number of skylights: 0 HVAC EQUIPMENT • ,1 Heating Equipment Data Cooling Equipment Data Blower Data Equipment type: Gas furnace Equipmenttype: SplitAC Heating cfm: 875 umace,Heat pump,Boiler,etc. AAir Conditioner,Heat pump,etc. Cooling cfm: 800 Model: Generic Model: Generic Static pressure: 0.60 in H2O AFUE92 SEER 16.0+ Fan'sn airflow rated external static pressure for Heating output capacity: 48000 Btuh Total cooling capacity: 0 Btuh desig Heat pumps-capacity at winter design outdoor conditions Sensible cooling capacity: 0 Btuh Aux heating output capacity. 0 Btuh Latent cooling capacity: 0 Btuh DISTRIBUTIONHVAC DUCT •1 Design airflow: 875 cfm Longest supply duct: 478 ft Duct Materials Used Equipment design ESP: 0.60 in H2O Longest return duct: 201 ft Trunk duct: Sheet metal Total device pressure losses: -0,6 in H2O Total effective length(TEL): 679 ft Available static pressure(ASP): 0.01 in H2O Friction rate: 0.001 in/100ft Branch duct: Round flex metal,Sheet metal Friction Rate=ASP-(TELx 100) •- - - load calculation,equipment,equipment - - • and duct,design were •• • performed based on e building plan listed above. e- .the claims made on - - forms will be subject to review and Contractor's printed name: Contractor's signature: Date: Reserved for County, . •. orAuthority having jurisdiction use. *Home qualifies for MJ1AE Form based on Abridged Edition Checklist - wrightsoft" Ri9 ht-Suite®Universal 2018 18.0.32 RSU20066 rr...mx.e..-o , Load Short Form Job: - - wrightsok, Date: Oct.17,2022 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Project • • For: Unit 110-35 Harvest Pointe Lane, Cutchogue, NY 11935 Design Information Htg Clg Infiltration Outside db(°F) 10 83 Method Blower door Inside db(°F) 68 75 Shielding/stories 3(partial) /2 Design TD (°F) 58 8 Pressure/AVF 50 Pa/ 1422 cfm Daily range - M Inside humidity (%) 50 50 Moisture difference(gr/Ib) 44 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Generic Make Generic Trade Trade Model AFUE 92 Cond - SEER 16.0 AHRI ref Coil AHRI ref Efficiency 92AFUE Efficiency 12.8 EER, 16 SEER Heating input 52174 Btuh Sensible cooling 16800 Btuh Heating output 48000 Btuh Latent cooling 7200 Btuh Temperature rise 50 °F Total cooling 24000 Btuh Actual air flow 875 cfm Actual air flow 800 cfm Air flow factor 0.021 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.83 ROOM NAME Area Htg load Clg load Htg AVF CIg AVF (ftz) (Btuh) (Btuh) (Cfm) (cfm) Basement 1743 10447 431 218 20 Breakfast Area 125 3970 1781 83 84 Bed 2 194 3448 1618 72 76 Bath 1 54 474 87 10 4 Kitchen 178 1661 1755 35 83 Living Room 368 5756 2909 120 137 Foyer 135 4074 2655 85 125 Laundry 44 781 609 16 29 WIC 2 42 485 38 10 2 Stair 71 0 0 0 0 WIC 1 32 625 66 13 3 Master Bed 302 4067 1863 85 88 Master Bath 137 1356 894 28 42 Hall 62 0 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft, 2022-Oct-17 16:43:43 As .�,,,,., „„, ., Right-Suite®Universal 2018 18.0.32 RSU20066 Page 1 RCCA...Model Al MAN JSD\Rimor Model Al MAN JSD JA.rup Calc=MJ8 Front Door faces: W Bath 2 45 1098 311 23 15 Bed 3 129 2619 1428 55 67 Loft 127 1035 539 22 25 Entire House 3788 41896 16986 875 800 Other equip loads 4320 596 Equip. @ 0.88 RSM 15472 Latent cooling 3500 TOTALS 3788 46217 18972 875 800 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrig 1tiSOfC„ 2022-Oct-17 16:43:43 1, awi.wen.waun..�rm,� Right-Suite®Universal 2018 18.0.32 RSU20066 Page 2 Acca...Model Al MAN JSD\Rimor Model Al MAN JSD JA.rup Calc=MJ8 Front Door faces: W Pro ect Summar Job: wrightsoftW � y Date: Oct.17,zozz Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Project Inf• • For: Unit 110-35 Harvest Pointe Lane, Cutchogue, NY 11935 Notes: Design information Weather: Suffolk Co.Ap, East Quogue(Islip Dd), NY, US Winter Design Conditions Summer Design Conditions Outside db 10 °F Outside db 83 °F Inside db 68 °F Inside db 75 °F Design TD 58 °F Design TD 8 °F Daily range M Relative humidity 50 % Moisture difference 30 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 40897 Btuh Structure 16210 Btuh Ducts 999 Btuh Ducts 776 Btuh Central vent (68 cfm) 4320 Btuh Central vent(68 cfm) 596 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 46217 Btuh Use manufacturer's data n Rate/swing multiplier 0.88 Infiltration Equipment sensible load 15472 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial) /2 Pressure/AVF 50 Pa 1422 cfm Structure 1968 Btuh Ducts 134 Btuh Central vent(68 cfm) 1398 Btuh Heating Cooling Outside air Area(ft') 3788 3788 Equipment latent load 3500 Btuh Volume(ft3) 28430 28430 Air changes/hour 0.32 0.14 Equipment Total Load (Sen+Lat) 18972 Btuh Equiv.AVF(cfm) 150 66 Req. total capacity at 0.70 SHR 1.8 ton Heating Equipment Summary Cooling Equipment Summary Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16.0 AHRI ref Coil AHRI ref Efficiency 92 AFUE 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. wrigFrrtsoR 2022-Oct-1716:43:43 ...��.F..��,4.. Right-Suite®Universal 2018 18.0.32 RSU20066 Page 1 ...Model Al MAN JSD\Rimor Model Al MAN JSD JA.rup Calc=MJ8 Front Door faces: W N-4* Second Floor Bed 3 81 dm 129 cfm 30 cfm Loft 6x16 p Riser Ret Riser 28 cfm 10" 6x16 2 Stair Up Job#: Energy Testing Services LLC Scale: 1 : 106 Performed by Energy Testing Services L... Page 1 1648-A Locust Ave Right-Suite®Universal 2018 Unit 110-35 Hary t Poi a Lane, Bohemia,NY 11716 18.0.32 RSU20066 Cutchogue,N�11y35 2022-Oct-1716:43:59 SD\Rimor Model Al MAN JSD JA.rup N Main Floor Broan Exhaust Fan Model L150 68CFM - Energy Star ✓ c m Continuous Use 1 Timer 1 Breakfast Area 01.dm L51 cfm �82 cfm Ik82 fm Master Bath Master Bed K99 cfm '. dm IGtch@n Living Room Hall Sd Baer wic1 lu 16 Cf R Tand L34 m WIC 2 12&th 1 7 cfm Stair Foyer Bed 2 Garage �91 cfm 8' .lob#: Energy Testing Services LLC Scale: 1 : 106 Performed by Energy Testing Services L... Page 2 p 1648-A Locust Ave Right-Sufte®Universal 2018 UnitauDch35 Hawsl fNgte Lane, Bohemia,NY 1,1716 18.0.32 RSU20066 2022-Oct-17 16:43:59 .._SD1Rimor Model Al MAN JSD JA.rup N Basement Make up air 68 \r-cnn Skuttle Model 2161 262 cfm 6" 9"tLf--Z 6" 14 " 8" " 8 x 16 _ 10' - - - T28— - - — — -710— 9„36x1 " 6' 5" Basen ent 26" g up Riser Ret Riser 10" 4x16 10" 9 87 cfm 87 cfm kK87 __rj .lob#: Energy Testing Services LLC Scale: 1 : 106 Performed by Energy Testing Services L... Page 3 1648-A Locust Ave Right-Suite®Universal 2018 Unit10-35 HaRestt ppof❑te Lane, Bohemia,NY 11716 18,0.32 RSU20066 �Utchogue,NY 1193D 2022-Oct-1716:43:59 SD\Rimor Model Al MAN JSD JA.rup Duct System Summary Job: wrightso - - fto Date: Oct.17,2022 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Project Information For: Unit 110-35 Harvest Pointe Lane, Cutchogue, NY 11935 Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.59 in H2O 0.59 in H2O Available static pressure 0.01 in H2O 0.01 in H2O Supply/return available pressure 0.007/0.003 in H2O 0.007/0.003 in H2O Lowest friction rate 0.001 in/100ft 0.001 in/100ft Actual air flow 875 cfm 800 cfm Total effective length(TEL) 679 ft Supply Branch DetailTable Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Mat[ 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 WIC 1 h 625 16 4 0.002 4.0 Ox 0 MtFx 58.8 325.0 st5 wic 2 h 485 12 2 0.002 4.0 Ox 0 MtFx 56.0 290.0 sty Bold/italic values have been manually overridden - -wrightsoft, 2022-Oct-17 16:43:43 ,r^�t.�+� Right-Suite®Universal 2018 18.0.32 RSU20066 Page 1 /fiilit�...Model Al 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 0 x 0 ShtMetl st2A st5 Peak AVF 130 111 0.002 238 10.0 0 x 0 ShtMetl st2A st5A Peak AVF 51 53 0.002 268 6.0 0 x 0 ShtMetl st5 st2 Peak AVF 823 756 0.001 206 29.9 16 x 36 ShtMetl st2A Peak AVF 375 407 0.001 204 23.0 16 x 18 ShtMetl st2 st7 Peak AVF 92 111 0.001 167 14.2 16 x 6 ShtMetl st6 st8 Peak AVF 28 18 0.002 41 8.4 16 x 6 ShtMetl st6 TableReturn Branch Detail Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk rb3 Ox 0 669 807 201.0 0.001 219 26.0 Ox 0 MtFx rt2 rb2 Ox 0 119 129 199.3 0.001 236 10.0 Ox 0 MtFx rt2A rb1 Ox 0 262 24 83.3 0.004 245 14.0 Ox 0 MtFx 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 W,Ightsoft. 2022-Oct-17 16:43:43 Right-Suite®Universal 2018 18.0.32 RSU20066 Page 2 . C�...Model Al MAN JSD%Rimor Model Al MAN JSD JA.rup Calc=MJ8 Front Door faces: W Home Energy Rating Certificate Property HERS Holly Al - Unit 110 Rating Type: Confirmed Certified Energy Rater: Michael Fauci Harvest Pointe Rating Date: 2022-10-26 Rating Number: MC193 35 Harvest Pointe Ln Registry ID: 883726958 Cutchogue, NY 11935 Estimated Annual Energy Cost HERS Index: 53 Efficient Home Comparison: 47% Better Percent Use MMBtu Heating 65.8 Cost Cost$146 9% General information Cooling 1.7 $96 6% Conditioned Area 3757 sq. ft. House Type Single-family detached Hot Water 12.2 $13 1% Conditioned Volume 42016 cubic ft. Foundation Conditioned basement Lights/Appliances 24.3 $1166 76% Bedrooms 3 Photovoltaics -0.0 $-0 -0% Service Charges $120 8% Mechanical Systems Features Total 104.0 $1542 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 98.00 CFM25 2015 IECC UA Compliance Ventilation System Exhaust Only: 137 cfm, 30.0 watts. 2015 IECC HERS ERI Programmable Thermostat Heat=Yes; Cool=Yes 2015 IECC ERI 2018 IECC UA Compliance Building Shell Features ECCC New York State 2020 Ceiling Flat R-37.7 Slab R-0.0 Edge, R-0.0 Under Sealed Attic NA Exposed Floor NA Vaulted Ceiling NAow Type U Value: 0.290, SHGC: 0.280 Above Grade Walls R-21.0 Infiltrati Rate 1917 CFM50 (2.74 ACH50) Foundation Walls R-13.0ethod Blower door 1917 CFM x 60 Min/Hr/42,01 F = 2.74 ACH 50 Pa Energy Testing Services, LLC. Lights and Appliance Features 1648 Locust Ave Unit E Interior Fluor Lighting(%) 0.0 ange/Oven Fuel Natural gas Bohemia, NY 11716 Interior LED Lighting (%) 100.0 Clothes Dryer Fuel Natural gas 631-244-9333 Refrigerator(kWh/yr) 623 Clothes Dryer CEF 3.94 Dishwasher(kWh/yr) 270 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: OZZ REM/Rate-Residential Energy Analysis and Rating Software v16.0.6 This information does not constitute any warranty of energy costs or savings. ©1985-2021 NORESCO, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. NY-ECCC 2020 Certificate 35 Harvest Pointe Ln, Cutchogue, NY 11935 Building Envelope'lnsulation -� Ceiling R-37.7 Above Grade Walls R-21..0 Foundation Walls R-13.0 Exposed Floor NA Slab R-0.0 Edge, R-0.0 Under Infiltration Htg: 1917 Clg: 1917 CFM50 Duct R-8.0 Total Duct Leakage 98.00 CFM @ 25 Pascals Window Data U-Factory` SHGC Window 0.290 0.280 Mechanical Equipment � } HEAT: Fuel-fired air distribution, Natural gas, 95.0 AFUE. COOL: Air conditioner, Electric, 16.0 SEER. DHW: Conventional, Natural gas, 0.69 EF, 75.0 Gal. HERS Index: si T f Builder'or Design Pr ssionaf Signatures �� T v REM/Rate Residential Energy Analysis and Rating Software v16.0.6 Energy Testing Services 2022 Combustion Safety Testing Form Certified Home Address: 35 Harvest Pointe Lane City: Cutchogue Builder Name: Harvest Pointe Builder Tracking# Combustion Appliance Zone(CAZ)# of Location of this CAZ: Basement (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 2022-10-26 Outdoors Temp During Test: 65 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 Primarv: Yes❑✓ No❑ Type: Furnace Q Boiler❑Heat PumpE[Other❑ t z Venting Type 3 Drat Sin 1laQe S t_p'llaee CO CO E tcienc Fuel Type Circle Type) Pascal (Worst Case (Natural) (Worst Case atural Rating:95.0 N❑✓ P❑O❑E❑ N❑,v❑M❑S_0 N/A Pa. Pass❑✓ Fail❑_ Pass❑✓Fail_❑ N/A PPM N/A PPM Water Neater Primary: Yes ❑✓ Type: Standard Tank ✓❑Indirect Tankless ❑ Size: 75.0 Style Common Vent No n Instantaneous❑Commercial (See Note 5below) (Gallons) 4 Stand Alone Q✓ Efficiency Fuel Type s z Venting Type 3 Drat Sip Ilage Spillage(Natural) CO CO (Circle T}pe) (Pascal) (!Norse Case), (Worse Case) (Natural) EF: 0.69 N_❑✓ PQ O❑E.❑ N❑M E✓ S[:1 N/A Pa. Pass❑✓ Fail❑ Passp]Failo N/A PPM N/A PPM Oven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes 0 NoEl Oven CO NIA PPM Ambient CO(During Oven CO Testing) N/A PPM 'Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 2 Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 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 testis required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. 4 Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) S Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE. If Water Heater Type is"Commercial'and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial'and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Michael Fauci Rater Number: 8619824 r Rater Signature: �1. Date: 2022-10-26 II GRCH ;ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH SUITE 202 ISLANDIA, NY 11749 WWW GRCHARCHITECTORE,COM 639 864-3395 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 at Rim Joist: Sill Plates Headers and Rim Joist (Residential Code Section R316.5.11 Maximum thickness 3 XI" (provided ±3") Flame spread Index 25 or less and smoke-development index of 450 or less is provided: Provided/Installed Bayseal Closed Cell Spray Foam Insulation report less than 4" (see products sheet) provides flame spread index of 25 or leis and smoke development index less than 450 in accordance with ASTME84. Draped Foundation WallInsulation Blanket I (Residential Code Section R302.10.1 Insulation materials, inclluding facings shall have a flame spread index not to exceed 25 with an accompanying smoke. Development index not to exceed 456. Provided/Installed: "Ecotouch FlarnE 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, FRED ARC �\5� QDSRT c/./ y CIA Glen Cherve yi IA, LEE AP Principal , 9>% 02Q� OF NE�� MECHANICAL CORPORATION HEATING AND AIR CONDITIONING March 11, 2019 Michael J. Verity Town of Southhold Building Department Town Hall Annex Building 54375 Route 25 Southhold, NY 11971 Tel: (631) 765-1802 Fax: (631) 765-9502 Subject: Harvest Point Residential'Units Dear Mr. Verity Please be advised that the basements of all the residential units at the above referenced project have been included in our Manual J load calculations. Best regards, Louis DeSantis President i. 20 Feldland Street, Bohemia, NY 11716- (631) 563-1298 - Fax: (631) 563-2954 ` GRCH ARCHITECTURE PC . 3750 EXPRESS DRIVE SOUTH 1 wo _ go lge- SUITE 202 ISLANDIA, NY 11749 VWVW.GRCHARCHITECTURE.COM (631)864-3395 May 01, 2022 Town of Southold Building Department 53095 Main Rd P.O. Box 1179 Southold, NY 11971 Attn. Michael Verity Chief Building Inspector Re: Harvest Pointe at Cutchogue Basement Code Conformance Unit# 110—Permit#46961 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. Resp ctfull submitted, ��RED ARC, \°J C,5ERT C&, y/�F �<C/ ``` 'QL0- CA n- E Glen- erveny, AIA, LEED AP Princi al Nj. '9 0238A0 T�OF NE�-1 GRCH ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH SUITE 202 ISLANDIA, NY 11749 WWW.GRCHARCHITECTURE.COM (631864-3395 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# 110— Permit#46961 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. Tnipal ubmitted, ��—ED ARCh' 0gERT CtiR �)� C) y,AIA, LEED AP 'I 023810 ��OF NE�`l Si_F�_.0 �`= SCOTT A. RUSSELL ;?� '� - 4e`�, . MICHAEL M. COLLINS, P.E. SUPERVISOR TOWN ENGINEER TOWN HALL - 53095 MAIN ROAD ' _' s�• TOWN OF SOUTHOLD,NEW YORK 11971 Tel. (631)-765-1560 ..V� Y F82 (631)-765-9015 °�,y� A4ICFIAPk C01:SINS.�iTO�V10Sn14`-GHOLn.NI':lfS 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: ollins, P.S. Town Engineer cc: Michael Verity, Chief Building Inspector OFFICE LOCATION: MAILING ADDRESS: Town Hall AnnexP.O.Box 1179 54375 State Route 25 ®��®�s®(/�ySouthold,NY 11971 (cor.Main Rd. &Youngs Ave.) Southold,NY Telephone: 631765-1938 www.southoldtownny.gov Irou 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 - u3Q.Q Donald J. i censki Chairman cc: Michael Verity; Chief Building Inspector Michael Collins, Town Engineer U," iso _ O- Ll u tit �\ -� PFA a �� .'r n .. �*r" .2 \t �`'�•���,'- '+wt� `stir ']► ,..1."'• .': � �. 7 - ,.: � _ - - - — syr" :ate,-.----:. P a r u K FIELD INSPECTION REPORT DATE COMMENTS _ FOUNDATION(1ST) �y ----------------------------------- �. �V� .FOUNDATION'QND) ' W.O.. I�0 ROUGH FRAMING& C�7 PLUMBING....._ "'� �► INSULATION.PER N.-Y. STATE ENERGY CODE << < Zv hv. FINAL d DITIONAL COMMENTS oo acv �,� a,' • � - to� 2�. C� . , 1 c : ' �,�5' �C l G�.Z•. �o a , ftg m • r � Z •*``ySfF01� TOWN OF SOUTHOLD—BUILDING DEPARTMENT i= Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 • Telephone(631) 765-1802 Fax (631) 765-9502 httns://www.southoldtownny.gov For Office Use Only Date Received PERMIT NO. Building Inspector: Applications and forms must be filled out in their entirety.Incomplete applications SEP 3 0 2021 will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. BUILDING DEPT. APPLICATION FOR BWLDINC PERDD MIT Date: TOWN OF SOUTHOLD OWNER(S) OF PROPERTY: Q Name: Rimor Development Tax p#:SCTM#1000- 102.01 - 02- � Physical Address: 1 e, n 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 ONO PROPERTY INFORMATION Existing use of property: Intended use of property: Condo-resitdential Date of Purchase: Name of Former Owner: 1 Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? 2Yes ❑No IF YES, PROVIDE A COPY. 9 Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as he in described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized pe rs on premises and in buildings)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to S n 2 ., ofthe N wYork State Penal Law. Application Submitted By(print namye - en Ali - Author' a Agent ❑Owner Signature of Applicant: Date: STATE OF NEW YORK) \COUNTY OF Suffolk SS: ) �1 Henry Alia being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the Agent (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of 20 SHERRY PIRONE NOTARY PUBLIC,STATE OF NEW YORK PROPERTY OWNER AUTHORIZATIegistration No01PI6388308 (Where the applicant is not the c wner)Qualified in SufTolk County Commission Expires March 04, 20x3 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 i BUILDING DEPARTMENT-Elec$Irical Inspector �G TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 1 Telephone (631) 765-1802 - FAX (631) 765-9502 roger.richert(c town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: , ` � r - �� ^ 'of Date' r Company Name: "( 'eC' i- Name: License No.: email: ec �; - � . . C Address: �,c> , Iia Q- Phone No.: - - 3 c; JOS SITE INFORM ION: (All Information Required) Name: NV%61 . 1A G.v-\i c •)- C (; ,c t '�- Address: #I U0 -1-rWRCV\QqW'Ak 11 Cross Street: �(Y► ne LR Phone No.: - Bldg.Permit#: (opt(0 f email: 3eQ-m a ll' s Tax Map District: 1000 Section: ,c� Block: Lot: OS Cr)", BRIEF DESCRIPTION OF WORK (Please Print Clearly) Ciirc8e All That Apply, Is job ready for inspection?: NO Rough In Final Do you need a Temp Certificate?: Y / NO Issued On Tamp lnfoirmatio o (All information required) Service Size3 Ph Size: f A # Meters I Old Meter# -1 P ew Servl e- Fire Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION ® n 7 � � tmV7 DEC 2 0 2021 �82-Request for for Inspection E .xlsBUILDING DEPT TOWN OF SODTHOLD CONSENT TO INSPECTION ( r✓�� x4ut the undersigned, do(es)hereby state: Owner(s)Name(s) That the undersigned (is)(are)the owner(s)of the preini s i e T w of Southold,.located at ri� L4 (UAa which is hown and designated on the Suffolk County Tax Map as District 1000, Section Block_1 Lot . That the undersigned(has) (have)filed, or cause to be filed, an application in the Southold Town Building Ins pe toy's Office for the gfillowinbo� 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: (print Nai e (Signature) (Print Name) z B UILDIING DEPARTMENT- Electrical [Inspector TOWN Or- SOUTHOLD C Town Hall Annex -.54375 Main Road, - PO Box 1179 41 Southold, New York 11971-0959 Telephone (631) 765-1802 -,FAX (631) 765-9502 roger.richert(cD-town_southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION, REQUESTED BY: � ` � � �,� ^' 1� Date: Company Name: l'y�l 71 C . Co Name: License No.: j�G o r� email:. P )ec Address: , y (a v Phone No.: r JOB SITE INFORIVM/� ON: (All Information Required) Name: ) Address: -kA Cross Street: Phone No.: ' 62 ` ' i' -: L BIdg.Permit#: tori (0 j email: v n aj'�U LD `r—nd ITax Map District: fl 000 Section: �rc:� Block: b Lot: X) BRIEF DESCRIPTION OF YORK (Please Print Clearly) �1rcle All That Apply: Is job ready for inspection?: NO Rough In Final Do you need a Temp Certificate?: G ! NO Issued On k mp l armatio _ (AII information required) vice Size -1 P 3 Ph Size: 1 A # MetersOld Meter# w Servl e - Fire Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead nderground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION IJ Fr �J r 0 �, 21 1-�-ate 82-Request for Inspecuon far i.xIs � BUILUSNt3 i�=_p f �P lDt)0 TOWN OF SOUTHHOLC V� PERMIT # Address: Switches Outlets PO4,0111-"I ' GFI's l� Surface Sconces —� HH's ., UC Lts t�r� Fans\ Fridge / HW Exhaust\i Oven W/D30 A ?� Smokes n DW Mini l -+� Carbon l Micro Generator Combo Cooktop '� Transfer AC AH Hood _A,l 'o- l Service Amps Have Used Special:gv"� ( I Comment Foil Ir BUILDING DEPARTMENT- Electrical Inspector C/1 TOWN OF SOUTHOLD Q �► �� �} Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (631) 765-1802 Temporary Certificate # 11(o7- Date I I 0 2022 Customer Name vE_ Electrician Name .iL -t�rG Address 3 S 1 g LN JjAj& //p Phone e-mail a-mail L Phone 11-icense # Size O A Phase 1 Overhead Underground # of Meters G Remarks # of Underground Laterals 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected i 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. 1 This verification is valid for 90 days from the date above. Authorized by r A BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 roger.richert(cD-town.southold.nv.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: �` � r �,(� ^' 1�g Date: Company Name: e'���'�j 7 C. II Name: f License No.: email: "rte. ec C�� h "DO �-� Address: ), C7�" y es Phone No.: =C -) 3, C) — 5' i'c" JOB SITE INORMA ION: (All Information Required) Name: kNolE)e VN • i - t rk P Address: -VAVej -�bivA I I d �Cln Cross Street: YYl1 `[�S{-r�n� Lq Phone No.. Bldg.Permit#: (oil (0 i email; iTax Map District: 1000 Section: Block: b L Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: _ NO Rough In Final Do you need a Temp Certificate?: ` Y - / NO Issued On Temp inforrnai!l® (All information required) Service Size3 Ph Size: A # Meters_i Old Meter# -, P evv Servit e- Fire Reconnect - Flood Reconnect- Service Reconnected - Underground - Overhead # Underground Laterals(I 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspections}r .xls TOWN OF SOUTHOLD �I PERMIT# Address: Switches Outlets G FI's Surface Sconces H H's UC Lts Fans Fridge HW Exhaust Oven W/D Smokes DW Mini Carbon Micro Generator Combo Cooktop Transfer AC AH Hood Service Amps Have Used Special: Comments. I---I �-PROPOI5ED CO•VEiRED 14' x 20' PATIO i(TYP.) PROPOSED NATURE TRAIL LA (PERVIOUS PAVERS) ,I y-PROPOSED LA COVERED PROPOSED 15' x 20' 15' x 20' PATIO .(TYP.) BREEZEWAY C (TYP.') •I.p J. 96 39.22' 29.6' 2!Q. t ' A95 A 94 93 I A A Mv R7-XR R7-XL SIR ,If...af.�'�.'it^X"t `•t�s,.$"'4'J. `�'� .2Y^'Mme') �:��•. �.{�, i.4 t r`iti^rP' 3"i� .� �p S-`V• ��(�.{�[ .l�), �jl{�• Y.114 f 'L.'' ili .fV. t^" {;.rr.a&. .1�� : a t.• i!' '";7.r°a4F,a'�, -p�j/� ,�f. ��• �"`Yf'i" �r -.a�4•`�tC;� �`' ^.�r� �+r'w'< '�,..,..��v43� �'�`a4�' ,� ff;,'� i.auas�`�,;:,.r4 v+i .+� fP-' �'.�. {�fiSre�Rh :�: 1 .�L.',�*,44�{i�•�jz-q; i.,, ^�� s�.m ;U�,q.P ,4^�-3 i4,�k:,1r�,p� w,f'i,.y��•�;�k:�+ ��� ��. `' �•`34 gg.��}fr9r 1��' .�v+'� •iY� `' ,4+` 1 7r`„ .i'& ,++t^'��+''3 '� �'m,�`,,e ..��;��'eN� "�vifv ,]± r.✓sF�,N�P �f�+7p',�, e ;• :'� 'F 1 ali 'Yf1Y,.'} ;t N.,:;+F, '4 # � A '4` `1+t s .Y`.*.'"i' �`°' V �'k. a 1• ,�,# 1 sL$a.r�4�ww � 4J,:`• i 2 u;'i}k.•' ."� t 4.+,�.. , ` 'hF�,'.ft�'•'�Z$• .4 s�e j h"�`` °'#a�r�.0 f�' �`. 5` pry. � �,Qfr`,`•^`>#:�Y„ wM�,.,�4fi6�3.e .� `�� — !;;},j:iF;Yti; ..M'`•-;L�?i �R�4i',,:,y,4'1. S� �` v ;�� �• r� it".•t t `�»Y 7st��'��� 'aa emiF4fv:4Ga'�S,'t+8" i�?. r ��y, �r•s. .a,�,�� a rs��,t .y; HYD • FLUSH CURB WITH PAVERS { .ry A 108 109 A 40.22' 49.22' PROPOSED HYDRANT, ROAD TO BE WIDENED TO 26 FT. AT HYDRANT (TYP) 75' BUILDING SETBACK ) Y 50' BUFFER - i{. f IUFFER AREA ' 1 F a° �o x--y i Iq, SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES FOR OFFICE USE ONLY OFFICE OF WASTEWATER MANAGEMENT Health Department Ref.No. 360 YAPHANK AVENUE,SUITE 2C,YAPHANK,NY 11980 (631)852-5700 OR HealthWWM@suffolkcountyny.gov APPLICATION TO 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 1 1 FOR ALL RENEWALS AND TRANSFERS EXISTING REFERENCE NUMBER: 810-17- 0�(Ot Tax ' No.: 1000 District Sectio Block Lot _T 1 e"� 2 . 2 .- -5� Name of Current Applicant. Rimor Development LLC Tel#: (631) 7359200 Mailing Address: PO Box 908, Cutchogue, NY 11935 Email Address:teamalia65@gmall.com Name of Current Agent:Henry Alia (631) 678-2667 Mailing Address: PO Box 908, Cutchogue, NY 11935 Email Address:teamalia65CCgmail.com DATE OF ORIGINAL APPROVAL: 09/08/2017 "If more than 6 years old and SCDHS siteJnspections have not been erformed,a new a lication will be re riired SECTION 2 FOR TRANSFERS WITH PREVIOUS APPLICANT/AGENT PERMISSION ' Name of Previous Applicant/Agent: TTel#: ) - I hereby transfer all rights and interest in the above referenced permit to the new applicant named above; Signature of Previous Applicant/Agent: Date: SECTION 3 FOR TRANSFERS WITHOUT PREVIOUS APP LICANT/AGEN PERMISSION Name of Previous Applicant's Architect/Engineer/Surve or: 7Te : ( ) I hereby authorize the above named current applicant to use the previous applicant's survey/site plan for this project prepared by me;for the purpose of transferring the above named reference number and its site design. Architect/Engineer/Surveyor's signature: Date: SECTION 4 FOR ALL RENEWALS AND TRANSFERS Application is hereby made to[ ]TRANSFER, /an��r W(check applicable) a permit to construct in accordance with.this application,surveys and plans submitted. I here y ceralt I have examined this complete application and the statements therein are true and correct,and that all work shall be done in ance with all applicable Town,County,State and Federal Laws. "Any false statement"made herein is unishable as a mi em urs nt to 10.4$ of New York State Penal Law." Signature of Current Applicant/Agent Date Print Name-of Current Applicant/Agent Title enry li Agent/Project Manager DEPART ENT USE ONLY Permit is Transferred/Ve"ne�w Until — 21' Number of Bedrooms Approved Signature of Department Representative Date d0 ®IS-—2—® WWM-104(Rev.02/12) < LL, z S, z 0 < kik ne(S)MMs—T R6 Inspected 13y The County Dept Of Health Se - - Service. Call 852-5754, 48'Hours In Advance . To Schedule Inspecgon(s). APPROVED IN ACCORDANCE WITH BOARD OF 0 00 REVIEw DETERMINATION DATED -,r-S- 17 C-5 C*') LLJ z z - < W 0 SPAJECT TO COrzNANT.S RESTRICTIONS LIBER-aZ2-%_ z W Z)z C) PAGE 0 �2 W 0 0 00 0 U) C\f 01-- �L-L' LL C:) LL < LL Z:) C/) E14G1NEER'SCERTIFICATION REqui;ZtD, j1-: 0 RTIFIc"Is CE:RA LUINEEPR - CC),SS UMIT P E. 0� -:RTIFIC TION 0 UBMIT PE. 0.11 R.A. CE < FOR fAISTALLAT.10,14 Ai,4.z C) 'S 0 0 T F IRUCTION < OR PPROV L. F C:) o C) Foi < C/) R FIINA�LLAA'"=�RCCVVAAL�� 0 z 13: 0 zo SufffjOlk Coiumnty Department of for ConstruZ -F, FAp 7! 0ti APlyl-oval fOF COnstruction. -Other Than Single F amily d Reference No. Design Flow 2-3 PROJECT NO.: Use(s) ZAA� - 00026 o4jr- DRAWN BY: KCK These plans have.been reviewed for general c;nTormanea wii�ipiRl County Department of health Services standards, relating to water CHECKED BY: TFL supply and sewage disposal. Regardless of 0 - any omissions, DATE: inconsistencies or lack of detail, construction is required to bo in accordance with the attached permit conditionsSCALE: and applicable AS NOTED standards,unless specifically waived by the Department.This approval FILE NO.: expires 3 years from the approval date,unless extended or renewed. F- 8 - / CADD: 00026 SP _I 7 th Se ily Approval Date SHEET NO.: R,Qvkod Plan Approved, /o /..r - 242o 41 Explra- 19 Z,1 2-3 1 OF 5 S.C.D.H.S. APPROVAL NOTES: THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE I l PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFOREARE I .--. NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. in 43.8' ao fV IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, N 1.4' �- ^ PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY X8.3' } Cp 1.5' PERSON,UNLESS HEIS ACTING UNDER THE DIRECTION OF A LICENSED -1 M °o (JL_ PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY.IF I O II 4.$' �`'� AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND wi _O ZZ I THE NOTATION'ALTERED BY FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. ~O i7� Q I 1 3' Z Q LL 0 W da (� COPIES E THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED � � � LL U Z SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. Z 0 r— cl O I LU 12.7'- NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS N coOR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED, N W 3.3' LL F- I U' ems- D_ 1 PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUBSURFACE m LU Z ^ ~' < C1 ,Y n i1 /�Jn/ CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATERCOURSES, ,- I W J < I Q 1 0' /�/1// O' 1 v ( �(�/ SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS 3 Z I J D_ v`Vli "�� ``�� OTHER THAN VISIBLE PERMANENT STRUCTURES. W o za.5 N 20.5' N 53°05'40" E 37.06' W OCOPYRIGHTO NELSON&POPE,ENGINEERS AND SURVEYORS.ALL RIGHTS CD RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, 65 W W Z Z RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN _Z Z O UJ PERMISSION OF THE SURVEYOR. 10 0 28.5' 0 20.5' b W 0. ^ THIS PLAN WAS PREPARED TO ASSIST IN OBTAINING FRAMING PERMITS FROM LOCAL N I-Q N I N 1�' r 11 Q MUNICIPALITIES AND IS NOT AUTHORIZED NOR GUARANTEED FOR ANY OTHER 0_ PURPOSE. � I cl)0 3.3' -1 co I - c(D m - m I ¢� m Z II z x¢ rn o 0 p L_ 0 12.7'`- w to 1.3' OZ� N < O N U) 41- Z cl W I = ZLL LO ° :3O co > 0 Oa 4.9' cc M 8.4' of cl) ry I ~ N I 43.8' °p e m w S360 54' 20"E 728.37' ` �%"� 1 r� N 53°05'40"E 42.01' - �' ='<< I ' 1 I ;4 LO c6 iD 1 I "' `, JAN 1 9 2022 F NEVV Lu S 81034'23" E o 67.78 " �: �� p0 �O I w ��S N0. 05�2�`5 Q� zc� I QU �r °\PIQ 0 v I � M 12-17-2021 FOUNDATION LOCATION FOUNDATION AS—CONSTRUCTED 167.99' (ACTUAL) c" FOR UNITS 109-110 R=275.00' UNIT DESIGNATION MAP OF L=77.85' S52°55'20"UV w w HARVEST POINTE CONDOMINIUM 2 o FILE NO.:490 FILED September 28, 2020 It ' SITUATED AT S 40052'38" E o o TOWN. OF I TOWN of s CUTCHOGUE N OUTHOLD,SUFFOLK COUNTY,NEW YORK 27.03' MSOUTHHOLD S.C.T.M.DISTRICT 1000,SECTION 102.01,BLOCK 02.00,LOTS 053.000&054.000 S52055'20"W � ' t NELSON & POPE 19.24' � ENGINEERS & SURVEYORS _ '-� 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 PHONE(631)427-5665 FAX(631)427-5620 Z W WWW.NELSONPOPE.COM LCL Lu INDIVIDUALSURVEYS SCHOOL HOUSE 00026_I SCALE: DRAWN BY: NP CADD No.: U) LANE CHECKED BY: MS FILE NO.: 1"-30' �+ SHEET NO.: 'I OF 1 DATE: 12-22-2021 PROJECT NO.: 0002 V 1 NOTES: I — I I I I THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE J NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, I PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. ih 43.8' IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, 1.4' PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OFA LICENSED N I 7.2' 83' W 1.S' c" PROFESSIONAL ENGINEER OR LAND SURVEYOR.TO ALTER AN ITEM IN ANY WAY.IF J 4.8' �,.� AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE (n U = Q W ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND O ry ZUO o) . Q.C.) THE NOTAMON"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH H=0 W WZO L6 C7 WW - Ow ALTERATION,AND A SPECIFIC DESCRIPTION OF THEALTERATION. O� � d ` F' 0fQ r �Q W COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED d. SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. N l mw 14.1' 3 �W a� 7 of Z_ r— Z NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS I z J UO °� N I W 12.T- i OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED. O z0 O 3.3' Q _ STONEVE SE c=> .- IL PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE Wa J I ¢ 101 W/8"PAVER O CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, :2Z COLLI < 1 BORDER O SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS rL OTHER THAN VISIBLE PERMANENT STRUCTURES. W �z� 26.5 N20.51 N 53°05'40" E 37.06' I W LU W— m W COPYRIGHTO NELSON&POPE,ENGINEERS AND SURVEYORS.ALL RIGHTS K z 5 QA/C GAS ELEC. ❑x x RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, N I EL Q CONTR L ❑p JCMETERS METERSO W O ~ RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED _ IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN rj) z O w PERMISSION OF THE SURVEYOR. LU I Of U) Wwa 28.$1 N 20. o o z =¢ c�7_z~ 4 I I Q 1.0' ST DRIVE SE cfl a of W� 00 3.3' � I Q ry W/8"PAVER R U C m pl v M a. WI c9O W = 14.1' 13' o LLW 12.7'—�_ om �o m `V }p w CV Wz0 b) = O W ^ �> a In W I 00 vi 1.- a CO \\ a a m M > N 4.9' co 7. ' 8.4' c+i N c7 1.5' n Q N 43.8' CR w_ N 53°05'40" E 42.01' N I LO M 0 N IX m C q1 PAN TRIC DI V �c of Nifty o m m 6� �P y pNYID .p S 81034'23" E R r z . 67.78' n �0 J 00.E 2a0 W S LA 'PQ �0 r-_ 12-17-2021 FOUNDATION LOCATION FINAL SURVEY 167.99' (ACTUAL) N 01-25-2022 SANITARYASBUILT FOR UNITS 109-110 R=275.00' 07-07-2022 DD CONTROL MODULES UNIT DESIGNATION MAP OF L=77.85' S52°55'20"W ELEC.PANELS W 08-17-2022 FINALSURVEY HARVEST POINTE CONDOMINIUM 2 C:) FILE NO.:490 FILEDSeptember 28,2020 _AT 0- °� o a TOWN OF I CUTCHOGUE S 40052'38" E M o Lo o N 0 a7 TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK 27.03' SOUTHOLD S.C.T.M.DISTRICT 1000.SECT1oN 102.01,BLOCK 02.00.LOTS OW.000&O COW S52°55'20"W N 19.24' W ` NELSON + POPE 7 ♦ engineers•architecw•surveyors c� l- LlJ 70 Maxess Road,Melville,NY 11747. 631.427.5665•nelsonpope.com U SCHOOL HOUSE INDIVIDUALS00026 s SCALE: DRAWN BY: JR CADD No.: ~ LANE } CHECKED BY: MS FILE NO.: SHEET NO.: 'I OF'I 1"=30' DATE: 8-22-2022 PROJECT NO.: 00029 N W XD ; NOTES: J THEOFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE 19 O I I PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE b W DIW 3 NOT INTENDED TO GUIDE THE ERECTION OF FENCES.RETAINING WALLS,POOLS, O 0 PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. J I I EDUCATION LAWARTICUE 145. SUFFOLK COUNTYDEPARTE►.1 ENT OF HEALTH SERVICES PIOFSSONAL ENGINEERNGLATION OFRANDATE LANDSURVEYNG,SECTION 7209,FOR ANY O PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY.IF —cn APPROVAL OF CONSTRUCTED WORKS FOR AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE Ulu* u 3 A siNU-E FAk'11i_Y RESIDENCE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND p-t�o N Q THE NOTATION'ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH 0_N O J SEP 0 0 ALTERATION.AND A SPECIFIC DESCRIPTION OF THEALTERATION. I / Date H.S.Ref.No. R l o-�- n 1 �4- 0icr)Jd N 43.8' e0 r COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED 1.4' :- W _ SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. U)I- '8.3' W 1.5' W 1" WATER W '� /) The sewage disposal and W@te5 supply I�(tlties at this IDcation have been NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS W 4$, SERVICE 3 in^��and/or certified tlti$ $pe(.t$d p A ��b� Dt`BpartlT�le�n/t,,O,r 0�1Qr a$en�Cii�^.J�a�t6ilww� OR RIGHT OF WAYS.IF ANY,NOT SHOWN ARE NOT CERTIFIED. O .� O) M �U 1W \ W be sa ryFOR AMAXIMUM�F, BEDROOMS. UNDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED F- �' Ui C) LL Z AS TO ACCURACY,EXISTENCE,EXACT LOCATION,TYPE OR USE.ACTIVE OR INACTIVE. fn O `-• W c? U q ELECTRIC AND GAS UTILITY LOCATION PROVIDED FROM PSEG DISTRIBUTION DESIGN PLAN DATED 7121/18.LOCATION OF GAS AND UTILITY IS APPROXIMATE AND LOCATED Z 1.3' Z ��// - TYPICALLY IN THE SAME TRENCH.ACCURACY OF UTILITY IS NOT GUARANTEED NOR IS D F-W r_ THERE ANY GUARANTEE THATALL EXISTING UTILITIES ARE SHOWN ON THIS MAP. 12 T_ U g� {� ¢ CONSULT WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR >0 22' U� N I W C4 w I Craig Knepper, i.E.. C1!lel FURTHER DESIGN. Z� 4`SDR-35, 3.3' r I Q � STONE BASE 3 P. r ��_ { Fy. �r.n F n D-j DRIVE -.gip -sd-�.s:r-.......�..y�+g Z o O Z`' I X 1 0 W�8"PAVER i U I e v V 1.V V L�tl �STCrT1-� PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE OR SUB SURFACE o' M 7� `l Q BORDER I Ii CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATERCOURSES. m Q) p d O SOIL CONDITIONS,VEGETATION,TREES.PATHS.DEBRIS OR ANY OTHER CONDITIONS M I 28.5' I O i I W 3 OTHER THAN VISIBLE PERMANENT STRUCTURES. K� m N 20.5' I Z Ud W COPYRIGHTO NELSON&POPE,ENGINEERS AND SURVEYORS.ALLRIGHTS (�/{S RESERVED NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, a� I CONTROL METER MET ER °LECTDI OW 3 O W RECORDING OR BY ANY OTHER MEANS.OR STORED.PROCESSED OR TRANSMITTED E I >Q IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN hd O G G PERMISSION OF THE SURVEYOR. D. I28 5, N 20.5' p i 3 IL ADDITIONAL IMPROVEMENTS AND/OR POSSESSION.IF ANY.NOT LOCATED,NOT 4 Cl) I W - 133 " I m c On>N I Q 1.0' STODNREVBEIt n ASE I I ' ALL SANITARY PIPIN4'AND 6'SDR-35•TYPICAL ?r` 4"SDR 35 U� 25 C\! M 3.3' W W N W/8"PAVER U a O 26' jN �W Q _ BORDER i D I Non Zm 6 O U L— C7 12.7'- i zL'9M 1.3 ,.._ LI..Z O U(, �0 Uj o3aZ In :DF_� I ry N 4.9' m I Q 8.4' vi 1" WATER �? 1.5' N SERVICE N r_ W-W-W 43.8' OLU /17 COO Cr r `,Lo W owUj El > > i l ^ �V PANELRIC DI U I I� I W U' IIJ ? LU 30 _• � ACV 12-17-2021 FOUNDATION LOCATION SANITARY AS-CONSTRUCTED SANITARY SYSTEM AS-BUILT TABLE ��'� 01-28-2022 SANITARY AS-BUILT STRUCTURE NAME TIE A TIE B '_'j 1 i ! FOR UNITS 109-110 J M1 07-07-2022 ADD CONTROL MODULES UNIT DESIGNATION MAP OF UNITS#109-110 % I I &ELECT.PANELS ST-1 29.6' 35.6' HARVEST POINTE CONDOMINIUM 2 FILE NO490 FILED September 28,2020 5T-2 26.2 40.6 �� r .: s�.�Ap LP 31. 6' 78.9' Z`9 t CUTCHOGIIE 'Jd TOWN OF SOUTHOLD.SUFFOLK COUNTY,NEW YORK S.C.T.M.DISTRICT 1000.SECTION 102.01,BLOCK 02.00.LOTS 053.000&054.000 HEALTH DEPARTMENT REFRENCE NUMBERS&AREA'S � L � � �� ® � � UNIT No. HD REF No. HABITABLE AREA GARAGE AREA TOTAL GROSS FLOOR AREA POPE 109 R10-17-0163 1,999 S.F. 486 S.F. 2,485 S.F. ♦ engineers o wchitscft o Survey= R10-17-0164 1,999 S.F. 486 S.F. 2,485 S.F. 70 Maxess Road,Melville,NY 11747° 631-427.5665m nelsonpope.com DRAWN BY: NP CADD No.:INDIVIDUALSURVEYS SCALE: CHECKED BY: MS FILE NO.: 00026_1 SHEET NO.: 'I OF 1 DATE: 07-11-2022 PROJECT NO.: ®®®26 PLUMBER CERTIFICATION APR 10 AS NOTED ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY DATE: B.P:# I `'( L SOLDER'USED IN WATER FEE;°�13' BY: SUPPLY SYSTEM CANNCT NOTIF9WEDING DEPARTMENT AT EXCEED 2/10 OF I% LEAD. 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUSTL� $��' ; BE COMPLETE FOR C.O. ';RI L PLUMBING WASTE. ALL CONSTRUCTION SHALL MEET THE =A-WATER LINES NEED' REQUIREMENTS OF THE CODES OF NEW TING BEFORE COVERING YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. COMPLY WITH NEW YORK STATE &OWN CODES ELECTRICAL AS REQUIRED AND CONDITIONS OF 1NSpECT10N REQUIRED l/ SOITHOLD TOWN PLANNING BOARD THOLD-_TW TRUSTEES — TRUSS PIra,CAR®ING[iEQlI1REfa OCCUPANCY OR DO NOT PROCEED WITH:: USE IS UNLAWFUL _ FRAIAINC3 UNTIL SURVLY ._ _.OF FOUNDATION LOCATION, WITHOUT CERTIFICATU _HAS SEEN AFPRQVED.. OF OCCUPANCY Blower door RETAIN STORM WATER RUNOFF and ductwork PURSUANT TO CHAPTER 236 testing required. OF THE TOWN CODE. All exterior lighting installed, replaced or Must provide Manuals repaired shall conform to Chapter-172. D, J and S as per of the,Town Coale: . NYS Energy Code PLANS ARE IN CONFORMANCE WITH THESE APPLICABLE CODES: Section R316 Foam Plastic TABLE R405.1 F_ W 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 space does not exceed 1,000 square R316.1 General. The provisions of this section shall govern the materials, design, application, construction and installation of foam plastic W �1 B feet. Draftstopping shall divide the concealed space into approximately equal areas. Where the assembly is enclosed by a materials. UNIFIED SOIL VOLUME EXISTING BUILDING CODE OF NEW YORK STATE solL cusslFlCAnoN CHANGE � s 2020 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 insu►ation and foam plastic insulation components delivered to GROUP STEM SOIL DESCRIPTION DRAINAGE FROST HEAVE POS � the ob site shall bear the label of an a roved a enc showin the manufacturers name, CHARACTERISTICS POTENTIAL U 2 following circumstances: j pp g y g the product listing, product identification sYMeoL EXPANSION O �� � 2020 FIRE CODE OF NEW YORK STATE and information sufficient to determine that the end use will comply with the requirements. GW WELL GRADED GRAVELS, GRAVEL SAND MIXTURES, U 2020 MECHANICAL CODE OF NEW YORK STATE R Floor framing is constructed to truss-type open-web or perforated members. coop Law Low p R 302.1.12.1 Materials. Draftsto in material shall be not less than 1 2 inch sum board, 3 8 inch wood structural R316.4 Thermal barrier. Unless otherwise allowed in Section R316.5, foam plastic shall be separated from LITTLE EL NO FINES V a? pp' g / gyp / GP POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES, Z -� panels. the interior of a building by an approved thermal barrier of not less than M inch gypsum Wallboard. LITTLE OR NO FINES GooD Low Low O r1 1 (D j 2020 PLUMBING CODE 0 F NEW YORK STATE R316.5.3 Attics. The thermal barrier s ecified in Section R 316.4 is not re uired where all of the followin a I : GROUP I sw WELL GRADED SANDS, OR GRAVELLY SANDS, �/ L 0 °' • 2020 PROPERTY MAINTENANCE CODE OF NEW YORK STATE AND NEPA 70 R302.13 Fire protection of floors. Floor assemblies that are not required elsewhere in this code to be fire-resistance rated, shall be 1. Attic access is required by Section R807.1. q 9 PPY LnTLE OR NO FINES coop Low Low I- .�„� � - ` SP POORLY GRADED SANDS, OR GRAVELLY SANDS, U ■�( V j r a- provided with a 1/2 inch gypsum wallboard membrane, 5/8 inch wood structural panel membrane, or equivalent on the 2. The space is entered only for purposes of repairs or maintenance. LITTLE OR NO FINES GooD Low Low W N 2020 NEW YORK ST,4TE ENERGY CONSERVATION CONSTRUCTION CODE- 3. The foam plastic insulation has been tested in accordance with Section R316.6 or the foam plastic insulation is protected GM SILTY GRAVELS, GRAVEL SAND SILT MIXTURES MEDIUM LOW = oN� I underside of the floor framing member. RESIDENTIAL PROVISIONS Exceptions: against ignition using 3/8 inch gypsum board. SM SILTY SAND, SAND SILT MIXTURES GOOD MEDIUM LOW Z '_ a)- Z _ 4. Wood floor assemblies using dimension lumber or structural composite lumber equal to or greater than 2 inch by 10 inch. R316.5.11 Sill plates and headers. Foam plastic shall be permitted to be spray applied to sill plates and headers or installed in the GC CLAYEY GRAVELS, GRAVEL SAND CLAY MIXTURES MEDIUM MEDIUM LOW V m u) O y' X C r> SECTION R101 perimeter joist space without the thermal barrier specified in Section R316.4 subject to all of the following: < w T SC CLAYEY SANDS, SAND CLAY MIXTURES MEDIUM MEDIUM LOW (,) _� � GENERAL Section R303 1. The thickness of the foam plastic shall be not more than 3Ya inch. ML INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR, _ � � 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 ❑ CY) 0° 1. The rovisions of the 2020 Residential Code of NYS for One and Two Family Dwellings shall apply to the construction, alteration, R303.1 Habitable rooms. Habitable rooms shall have an aggregate glazing area of not less than 8 percent of the floor area of such 3. The foam plastic shall have a flame spread index of 25 or less and an accompanying smoke developed index of 450 or less GRouP 2 suGHT PLASTICITY U n R10 2 P movement, enlargement, replacement, repair, equipment, use and occupancy, location, removal and demolition of detached one and rooms. when tested in accordance with ASTM E 84 or UL 723. cL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, two family dwellings and townhouses not more than three stories above grade plane in height with a separate means of egress Exceptions: GRAVELLY cuts, SANDY CLAYS, SILTY cLAYs, LEAN MEDIUM MEDIUM MEDIUM Ur m and their accessory structures not more than three stories above grade plane in height. CLAYS To Low 1. The glazed areas need not be operable where the opening is not required by Section R310 and awhole-house Section R317 Protection of Wood and Wood-Based Products Against Decay �- R202 Definitions: 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 r sulatin material that is continuous across all structural members without thermal bridges other that 2. The lazed areas need not be installed in rooms where Exception 1 is satisfied and artificial light is provided that is Foundation wood girders: wood girders seated in exterior foundation walls to have min. 1/2 inch air space all sides or ends foundation at all points a minimum of 4 inches where masonry veneer is used and a minimum of 6 inches elsewhere. „ "' Continuous Insulation: In g 9 R404.1.7 Backfill placement. Backfill shall not be placed against the wall until the wall has sufficient strength and has been fasteners and service opemings. It is installed on the interior or exterior or is integral to any opaque surface of the building capable of producing an average illumination of 6 footcandles (65 lux) over the area of the room at a height of 30 wrapped with aluminum flashing. envelope. inches above the floor level. R317.1 Location required. Protection of wood and wood-based products from decay shall be provided in the following locations by the use anchored to the floor above, or has been sufficiently braced to prevent damage by the back fill where the unbalanced Mezzanine: An intermediate level or levels between the floor and ceiling of any story. R303.8 Exterior stairway illumination. Exterior stairways shall be provided with an artificial light source located at the top landing of of naturally durable wood or wood that is preservative-treated in accordance with AWPA U1 for the species, product, preservative height of fill exceeds 4 feet. Windborne Debris Region: Areas within hurricane-prone regions located within 1 mile of the coastal mean high water fine where the stairway. Exterior stairways providing access to a basement from the outdoor grade level shall be provided with an and end use. Section R405 Foundation Drainage Z the ultimate desi n wind speed (Vult) is 130 mph or greater. artificial light source located at the bottom landing of the stairway. R317.1.1. Field treatment. Field-cut ends, notches, and drilled holes of preservative-treated wood shall be treated in the field in R405.1 Concrete or masonry foundations. Drains shall be provided around concrete or masonry foundations that retain earth and 9 ernative rovisions. As an alternative to the requirements in Section R301.1, the following standards are permitted subject to the accordance with AWPA M4. enclose habitable or usable spaces located below grade. Drainage tiles, gravel or crushed stone drains, perforated pipe or � (fes � � � �� R301.1.1 Alt p 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 Gln limitations of this code and the limitations therein. Where engineered design is used in conjunction with these standards, the design shall comply with the Building Code. Ceiling Height washers, and connectors in contact with preservative treated wood and fire retardant treated wood shall be in accordance with this shall discharge by gravity or mechanical means into an approved drainage system. M . 2015 EDITION '- " 'n habitable rooms. Minimum ceilin hei hts of 6'-8" in bathrooms, toilet section. The coating weights for zinc coated fasteners shall be in accordance with ASTM A 153. Stainless steel driven fasteners Exception: A drainage system is not required where the foundation is installed on well drained ground or sand gravel ('T 2. B 2021 1. AWC Wood Frame Construction Manual (WFC ) ( ) R305.1 Minimum height. Minimum ceiling heights of 7 0 I 9 9 R301.1.3 Engineered design. Where a building otherwise conventional construction contains structural elements exceeding the limits of Section rooms & laundry rooms. shall be in accordance with the material requirements of ASTM F 1667. 1 or otherwise not conformin to this code, these elements shall be designed in accordance with accepted engineering practice. mixture with soils according to the unified Soil Classification System, Group 1 Soils, as detailed in Table R405.1. � ' R30 9 Exceptions: Z BUILDING DEPT. need onl demonstrate corn liance of nonconventional elements with other applicable provisions and shall f of less than 6 feet 8 inches above an area R 319.1 Address identification. Buildings shall be provided with approved address identification. The address identification shall be legible Section R406 Foundation Waterproofing and Dompprooffng O WN OF SOUTHOLD The extent of such design y P 2. A shower or tub a ui ed with a showerhead shall have a ceiling height o n TO the erformance of the conventional framed system. Engineered design in accordance with the International q PP 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 dampprooffng. Except where required to be waterproofed, foundation walls that retain U Bu compatible with p of not less than 30 inches by 30 inches at the showerhead. fitted for buildin s ands structures, and arts thereof, included in the scope of this code. w'thin 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 dam proofed from the hi her of a the to of the � Building Code it perm g P the wind rovisions of this code using 3. Beams, girders, ducts or other obstructions in basements containing habitable space shall be permitted to project to r 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 P 9 P r once with R301.2.1 Wind design criteria. Buildings and portion.. thereof shall be constructed in acco d P 6 feet 4 inches of the finished floor. the fire code official, address identification shall be provided in additional approved locations to facilitate emergency response. footing or (b) 6 inches below the top of the basement floor to the finished grade using a bituminous coating. O the ultimate design wind speed in Table R301.2(2) as determined from Figure R301.2(5)B. he lar a missile R308.4 Hazardous locations. The locations specified in Sections R308.4.1 through R308.4.7 shall be considered to be specific Where access is by means of a private road and the building address cannot be viewed from the public way, a monument, pole R301.2.1.2 Protection of openings: Nfindow glazing in windborne debris regions shall be protected to meet the requirements oft 9 hazardous locations for the purposes of glazing. R406.3.3 Porous Fill. The s ace between the excavation and the foundation wall shall be backfilled with porous fill up to a height of ~ test of ASTM E1996 & ASTM E1886 per section 301.2.1.2.1. Garage door glazing shall meet impact-resisting standards or or other sign or means shall be used to identify the structure. Address identification shall be maintained. P R308.4.2 Glazing Adjacent to doors. Glazing in an individual fixed or operable panel adjacent to a door shall be considered to be a one-half of the backfill) heioght and covered with strips of 30 pound asphalt paper or 6 MIL polyethylene to permit water O ANSI/DASMA 115. � " hazardous location where the bottom exposed edge of the glazing is less than 60 inches above the floor. Section R321 Elevators and Platform Lifts seepage while avoiding infiltration of fine soils. The remainder of excavated area shall be backfilled with the same type of Z � C) 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. Panels shall be precut and attached to the framing surrounding the opening. Panels shall be predrilled and R 321.1 Elevators. Where provided, passenger elevators, limited use and limited application elevators or private residence elevators shall 2. Where the glazing is on a wall less than 180 degrees from the plane of the door in a closed position and within 24 comply with ASME A17.1/CSA B44. R408.1 Ventilation. Crawl space vents: Provide 1 s.f. of venting per 150 s.f. of floor area unless ground surface is covered by a W secured with the attachment hardware provided. inches of the hinge side of an in-swinging door. Re 321.2 Platform Lifts. Where provided, platform lifts shall comply with ASME A18.1. class one va or retarder material. If this retarder material is used, rovide 1 s.f. of ventin er 1500 s.f. floor area. TABLE R301.2(1) R308.4.6 Glazing adjacent to stairs and ramps. Glazing where the bottom exposed edge of the glazing is less than 36 inches above P P 9 P [� 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. L ' a hazardous location. Section R322 Fiood Resistant Construction R408.4 Crawl space access panel to be min. 18" by 24". Openings through perimeter wall shall be not less than 16" by 24". Wind Desi n SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER Air Mean R 322.1 General. Buildings and structures constructed in whole or in part in flood hazard areas, including A or V Zones and Coastal A GROUND g DESIGN 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 SPEED Topographical Special 1A'ind DESIGN FROST LINE HAZARDS 1. Glazin ad'acent to walkin surface and rail is installed 34"-38" above landing. R502.2.2 Blocking and subflooring. Blocking for fastening panel edges or fixtures shall be a minimum of utility grade lumber. �'( CATEGORY WEATHERING TERMITE DECAY TEMP REQUIRED Index Temp g J g structures in floor hazard areas, shall be desi ned and constructed in accordance with the rovisions contained in this section. LOAD (mph) Effects Wind bourne DEPTH 9 P subflooring shall be wood structural panels as specified in Section 503.2. Fireblocking shall be of any grade lumber. Region Debris 2. Glazing 36 inches or more measured horizontally from the walking surface. Buildings and structures that are located in more than one flood hazard area shall comply with the provisions associated with the " O most restrictive flood hazard area. Buildings and structures located in whole or in part in identified floodways shall be designed R502.4 Joists under bearing partitions: Provide 2x full depth blocking ® 48 o.c. max. where beam is not located under wall to zone allow for piping or vents. ^ ''' MODERATE SLIGHT TO 10 Section R310 Emergency Escape and Rescue Openings and constructed in accordance with ASCE 24. P-.4 NO (B) SEVERE 36" De rees Yes X 1500 UNFINISHED BASEMENTS IN A SINGLE FAMILY HOME & IN EACH TOWNHOUSE UNIT BASEMENT, ARE REQUIRED TO HAVE AT LEAST R 322.1.5 Lowest floor. The lowest floor shall be the lowest floor of the lowest enclosed area, including basement, and excluding any R502.6 The ends of each joist, beam or girder shall have not less than 1 1/2 inches of bearing on wood or metal and not less W 20 140 TO HEAVY MODERATE g ONE EMERGENCY ESCAPE AND RESCUE OPENING PER SECTION R310. (Egress window & window well) unfinished flood-resistant enclosure that is useable solely for vehicle parking, building access or limited storage provided that such than 3 inches of bearing on masonry ar concrete or alternatively, the ends of joist shall be supported on a 1"x4" ribbon � 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. 9 Y P R502.7 Lateral restraint at su orts. Joists shall be su orted lateral) at ends b full de th solid blockin orb attachment to DO suburban areas wooded areas or other terrain with numerous closely spaced obstructions having the rescue opening. R 322.1.6 Protection of mechanical, plumbing and electrical systems. Electrical systems, equipment and components; heating, ventilating, air PP PP Y Y P 9 Y m 1. Exposure B. Urban and Q J `./ m o enin area. Emer enc and esca a rescue o enin s shall have a net clear opening of not less than 5.7 square conditioning; plumbing appliances and plumbing fixtures; duct systems; and other service equipment shall be located at or above band or rim joist. size of single family dwellings or larger. Exposure B shall be assumed unless the site meets the definition a another exposure. R310.2.1 feet. p 9 g Y P less than 24ginches and the net clear width shall be not less than 20 the elevation required in Section R322.2 or R322.3. R502.8.2 Engineered ::sod products. Cuts, notches and holes bored in trusses, structural composite lumber, structural ❑ 2. Exposure C. Open terrain with scattered obstructions having a height less than 30 feet extending more than 1500 feet. feet. The net clear height opening shall be not lue-laminated members, cross-laminated timber members or I-joists are prohibited except where permitted by the W O feet from the artiall obstructed area. Includes flat open country and grassland. inches. Exception: Locating electrical systems, equipment and components; heating, ventilating, air conditioning; plumbing appliances and 9 Exposure D extends downwind 600 P Y i dow is rovided as the emer enc esca a and rescue o ening, it shall have a sill height of plumbing fixtures; duct systems; and other service equipment is permitted below the elevation required in Section R322.2 or manufacturersliee ommendations or as shown on these drawings. 3. Ex osure D. Flat unobstructed areas exposed to wind flowing over open water for a distance of not less tan 5000 feet. R310.2.2 Window sill height. Where a w n P 9 Y P P r vided with a window well in R322.3 provided that they are designed and installed to prevent water from entering or accumulating within the components and R502.11.1 Wood Truss Design. Wood trusses shall be designed in accordance with approved engineering practice & be prepared b a P not more than 44 inches above the floor; where the sill height is below grade, it shall be p o Y Exposure D extends downwind 600 feet from the unobstructed area. accordance with Section R310.2.3. to resist hydrostatic and hydrodynamic loads and stresses, including the effects of buoyancy, 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 P4 R310.2.3 Window wells. The horizontal area of the window well shall be not less than 9 square feet with a horizontal projection and the design flood elevation in accordance with ASCE24. Electrical wiring systems are permitted to be located below the required constructed. ( , R301.3 Story Height. The wind provisions of this code shall apply to buildings with story heights not exceeding 11 feet 7 inches and the elevation rovided that the conform to the rovisions of the electrical art of this code for wet locations. \./ terall unsu orted bearin wall stud hei ht permitted by Table R602.3(5). Individual walls or wall studs shall be permitted to width of not less than 36 inches. The area of the window well shall allow the emergency escape and rescue opening to be P Y P P R 322.1.7 Protection of water supply and sanitary sewage systems. New and replacement water supply systems shall be designed to � la y pp 9 9 fully opened. Section R506 Concrete Fioors (On Ground) � exceed these limits as permitted by Chapter 6 provisions, provided that story heights are not exceeded. An engineered design I with a vertical de th reater than 44 inches shall be a ui ed with a ermanentl affixed minimize or eliminate infiltration of flood waters into the system in accordance with the plumbing provisions of this code. embers where the limits of Cha ter 6 are exceeded. Where the sto hei ht limits R310.2.3.1 Ladder and steps. Window wel s p g q PP P Y R506.1 Concrete slab on grades to be min 3-1/2 inches thick. shall be rovided for the wall or wall framing m P D' g he window in the full o en osition. Ladders or run s shall have an inside width of not less R 322.1.8 Flood-resistant materials. Building materials and installation methods used for flooring and interior and exterior walls and wall Q P ncom liant ortions thereof to resist wind loads shall be in ladder or steps usable with t Y P P g ri s below the elevation re uired it Section R322.2 or R322.3 shall be flood damn e-resistant materials that conform to the R506.2.2 Base. A 4 inch thick base course consisting of clean graded sand, gravel, crushed stone, crushed concrete or crushed F- of this section are exceeded, the design of the building, or the no p p accordance with the Building Code. than 12 inches, shall project not less than 3 inches from the wall and shall be spaced not more than 18 inches on center cove ng q g vertically for the full height of the window well. provisions of FEMA TB-2. blast-furnace slag passing a 2-inch sieve shall be placed on the prepared subgrade where the slab is below grade. U r ` R 322.2.2 Enclosed area below desi n flood elevation. Enclosed areas, includin crawl s aces, that are below the Exception: A base course is not required where the concrete slab is installed on well-drained or sand-gravel mixture soils Z v mmon Halls se gratin townhouses shall be asst ned a fire-resistance rating in accordance with Section R302.2, R310.2.3.2 Drainage. Window wells shall be designed for proper drainage by connecting to the building's foundation drainage system 9 g P classified as Group I according to the United Soil Classification System in accordance with Table R405.1. R302.2 Townhouses. Co P g 9 required by Section R405.1 or by an approved alternative method. design flood elevation shall: W The common wall shared b two townhouses shall be constructed without plumbing or mechanical equipment, ducts _ _ 1. Be used sole) for arkin of vehicles buildin access or Stora e. R506.2.3 Vapor retarder. A 6-mil (0.006 inch) polyethylene or approved vapor retarder with joints lapped not less than 6 inches � Item 1 or 2 Y Exce tion: A drains e s stem for window wells is not required where the foundation is on well drained soil or sand gravel Y P 9 9 9 wall. The wall shall be rated for fire ex osure from both sides and shall extend to and be P� 9 Y shall be placed between the concrete floor slab and the base course or the prepared subgrade where no base course � ti vents n the cavity of the common P mixture soils in accordance with the United Soil Classification System, Group I soils, as detailed in Table R405.1. 2. Be provided with flood openings that meet the following criteria and are installed in accordance with Section R322.2.2.1: tight against exterior walls and the underside of the roof sheathing. Electrical Installations shall be in accordance with Chapters 2.1 The total net area of non-e sneered o enin s shall be not less than 1 s uare inch for each s uare foot of enclosed area exists. The vapor retarder is not required for Garages, utility buildings and other un ea a accessory strut ures. 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. 9 P 9 q q O R302.4. R311.7 Stairways where the enclosed area is measured on the exterior of the enclosure walls. Section R602 Wood Wall Framing 0 with Section P2904 is rovided the common wall shall be not less than a 1-hour i Stairwa s shall be not less than 36 inches in clear width at all points above the permitted handrail height and below R 322.2.2.1 Installation of openings. The walls of enclosed areas shall have openings installed such that: 1. Where a fire sprinkler- system in accordance p R311.7.1 W dth. y R602.3 Design and construction. Components of exterior walls shall be fastened in accordance with Tables R602.3(1) through -resistance-rated wall assembl 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 R602.3 4 . Wall sheathin shall be fastened direct) to framing members and shall confirm to the re uirements of Table fire Y q 2. Where a fire sprinkles• system in accordance with Section P2904 is not provided, the common wall shall be not less than a shall be not less than 31 1X inches where a handrail is installed on one side of 27 inches where handrails are provided on area below the design flood elevation, each area shall have openings. 9 Y q 2-hour-resistance-ratedl wall assembly tested in accordance with ASTM E 119, UL 263, or section 703.3 of the Building Code. both sides. 2. The bottom of each opening shall be not more than 1 foot above the higher of the final interior grade or floor and the R602.3(3). R311.7.2 Headroom. The headroom in stairways shall be not less than 6 feet 8 inches. finished exterior grade immediately under each opening. TABLE R302.1(1) 3. 0 enin s shall be ermitted to be installed in doors and windows; doors and windows without installed o enin s do not meet EXTERIOR WALLS R311.7.3 Vertical rise. A flight of stairs shall not have a vertical rise larder than 151 inches (12.58') between floor levels or landings. the requi ements of this section. P g TABLE R602.3(1) FASTENING SCHEDULE MINIMUM MINIMUM FIRE R311.7.5.1 Risers. The riser height shall be not more than 8 1/4 per supplement. R 322.3 Coastal it h ehazard areas includin V Zones and Coastal A Zones, where desi Hated Elevation re uirements. DISCRI 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. 9 ( g g ) q P �STENING (a,b,c,d) TYPE 1. Buildings and structures erected within coastal high-hazard areas and coastal A Zones, shall be elevated so that the bottom of FIRE-RESISTANCE RATED t HouR 0 feet R311.7.5.3 Nosings. A nosing projection not less than 3/4 inch and not more than 1 t/a 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 JOIST'S OR RAFTERS TO TOP PLATE THREE 8D COMMON. TOE NAIL r,- n h WALLS NOT FIRE-RESISTANCE RATED o 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. iu PROJECTIONS FIRE-RESISTANCE RATED t 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 9 2. CEILING JOISTS TO TOP PLATE THREE 8D COMMON. TOE NAIL F- ri o M P 9 2. Basement floors that are below grade on all sides are prohibited.R 322.3.3Foundations. Buildings and structures erected in < N ry r; N ao TABLE R302.1(2) R311.7.8.4 Continuity. Handrails for stairways shall be continuous for the full length of the flight with winders, at landings, or over coastal high-hazard areas and Coastal A Zones shall be supported on pilings or columns. 3. CEILING JOISTS (;�OT ATTCHED TO RAFTER), LAPS THREE 16D COMMON FACE NAIL o - N of Co N EXTERIOR WALLS- DWELLINGS WITH FIRE SPRINKLERS lowest tread. OVER PARTITIONS MINIMUM MINIMUM FIRE Exceptions: 4. CEILING JOIST TO PARALLEL RAFTERS + LAPS TABLE R802.5.1(9) FACE NAIL Section R325 Mezzanines EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE 1. Handrails shall be permitted to be interrupted by a newel post at the tum. R 325.2 Mezzanines. The clear height above and below mezzanine floor construction shall be not less than 7 feet. Habitable attics shall 5. COLLAR TIE TO RAFTERS THREE 10D EACH FACE NAIL FIRE-RESISTANCE FATED 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 WA.Ls inches and the walkline radius is not reater than 2 inches. Each tread shall have a de th of not less than inches at 6. RAFTER FT ROOF TRUSS TO PLATE THREE 10D COMMON 2 ON SIDE + 1 ON OTHER TOE NAIL NOT FIRE-RESISTANCE RATED o HouRs 3 feet 9 `� P � R 325.3 Area limitation. The aggregate area of a mezzanine or mezzanines shall be not greater than one-third of the floor area of the the walkline. All treads shall be identical, and the rise shall not be more than 9J inches. Headroom shall not be less than 6 room or space in which they are located. The enclosed portion of a room shall not be included in a determination of the floor 7. ROOF RAFTERS TO RIDGE, VALLEY OR HIP THREE 10D COMMON. TOE NAIL R302.2.3 Continuity. The fire-resistance-rated wall or assembly separating townhouses shall be continuous from the foundation to the feet 6 inches. area of the room in which the mezzanine is located. RAFTERS TWO 16D COMMON. END NAIL underside of the roof sheathing, deck or slab. The fire-resistance rating shall extend the full length of the wall or assembly, R 311.8 Ramps. R 325.4 Means of egress. The means of egress for mezzanines shall comply with the applicable provisions of Section R311. 8. STUD TO STUD (NO AT BWP 16D COMMON AT 24"O.C. FACE NAIL includin wall extensions, through and separating attached enclosed assessor structures. R 311.8.1 Maximum slope. Ramps serving the egress door required by Section R 311.2 shall have a slope of not more than 1 unit R 325.5 Openness. Mezzanines shall be open and unobstructed to the room in which they are located except for walls not more than 36 g STUD TO STUD (AT BRACED WALL PANEL " 9 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. ) 16D COMMON AT 16 O.C. FACE NAIL z z z z z z 1. The aro et shall extend not less than 30 inches above the roof surfaces. horizontal (12.5 percent). Exception: Where it is technically infeasible to comply because of site constraints, ramps shall Exceptions: 10. BUILT UP HEADER, TWO PIECES o 0 o O o 0 16D COMMON AT 16"O.C. ALONG EACH EDGE FACE NAIL cn n rn F0 rn � P P g have a slope of not more than 1 unit vertical in 8 units horizontal (12.5 percent). 1. Mezzanines or portions thereof are not required to be open to the room in which they are located, provided that the aggregate 11. CONTINUOUS HEADER TO STUD FOUR 8D COMMON. TOE NAIL Exception: A parapet: is not required in the preceding two cases where the roof covering complied with a minimum Class C rutin as teste d in accordance with ASTM E 108 or UL 790 and the roof decking or sheathing is of noncombustible materials or approved R 312.1 Guardrails: Porches, balconies, and stair landings 30" above floor or grade to�be installed with 36" high railings, balusters not floor area of the enclosed space is not greater than 10 percent of the mezzanine area. 12. TOP PLATES TO TOP PLATE 16D COMMON 0 16"0/C FACE NAIL ati rinkler s stem fire-retardant-treated wood for a distance of 4 feet on each side of the wall or walls or one layer of 5/8 inch Type X gypsum to allow passage of a sphere 4 inches or more in diameter. 2. In buildings that are not more than two stories above grade plane and equipped throughout with an autom c sp y oard is installed direct) beneath the roof decking or sheathing, supported by not less than nominal 2 inch (51 mm) ledgers R 312.2.1 Window sills. In dwelling units, where the top of the sill of an operable window opening is located less than 24 inches above in accordance with Section R313, a mezzanine shall not be required to be open to the room in which the mezzanine is located. 13. DOUBLE TOP PLATES SPLICE 8-16D COMMON FACE NAIL � b y ON EACH SIDE OF END JOINT (24'MIN LAP SPICE Q attached to the sides of the roof framing members, for a distance of not less than 4 feet on each side of the wall or walls and the finished floor and greater than 72 inches above the finished grade or the other surface below on the exterior of the R401.4.1 In lieu of a complete geotechnical evaluation footings shall be placed on rock, sand gravel and/or gravel, sand, silty sand, LENGTH EACH SIDE OF END JOINT) o I any openings or penetrations in the roof are not within 4 feet of the common walls. I 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 3. A parapet is not required where roof surfaces adjacent to the wall or walls are at different elevations and the higher roof is 1. Operable windows with opening that will not allow a 4 inch diameter sphere to pass through the opening where the on soil that consists primarily of clay or silt or have any inorganic material or fill. 14. BOTTOM PLATE TO JOIST OR BLOCKING (NOT AT BWP) 16D AT 16"O.C. FACE NAIL more than 30 inches above the lower roof. The common wall construction from the lower roof to the underside of the higher roof opening is in its largest opened position. deck shall have not less than a 1-hour fire-resistance rating. The wall shall be rated for exposure from both sides. TABLE R402.2 Concrete: A 28 day minimum compressive strength (f'c) is required at the following locations: 15. BOTTOM PLATE TO JOIST OR BLOCKING AT BWP 2-16D AT 16"O.C. FACE NAIL 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F 2090. 2. Basement walls exposed to weather. 3000 psi plus 5 to 7% air entrainment 16. TOP OR BOTTOM PLATE TO STUD TWO 16D COMMON. END NAIL R302.2.6 Structural independence. Each individual townhouse shall be structurally independent. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. 3. Porch slabs, steps, and garage slabs: 4000 psi plus 5 to 7� air entrainment FOUR SD COMMON. TOE NAIL (- Exceptions: R312.2.2 Window opening and control devices. Window opening control devices shall comply with ASTM F 2090. The window opening " Z W 1. Foundations supporting exterior walls or common walls. control device, after operation to release the control device allowing the window to fully open, shall not reduce the net clear 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 R 403.1.5 Ste ed Footin s Ste footin 1 ft vertical maximum on 2 feet horizontal where sloe of footin bottom exceeds 10% W 5. Townhouses separated by a common wall as provided in Section R302.2, Item 1 or 2 opening area of the window unit to less than the area required by Section R310.2.1. PP 9 P 9 P 9 21. JOIST TO SILL, TOP PLATE, OR GIRDER THREE 8D COMMON. TOE NAIL cD R302.3 Two-famil dwellings. Dwelling units in two-family dwellings shall be separated from each other by wall and floor assemblies having R 403.1.3.6 Isolated concrete footings. In detached one and two family dwellings that are three stories or fess in height and constructed y 22. RIM JOIST OR BLOCKING TO SILL OR TOP PLATE 8D COMMON ® 6"0/C TOE NAIL a' O i-� 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. 27. BUILT UP GIRDERS AND BEAMS 2X LUMBER 20D COMMON AT 32"O.C. T&B STAGGERED FACE NNL AT EACH LAYER W w nd wall assemblies shall extend to and be ti ht a ainst the exterior wall, and wall r stems. Townhouses havin a hei ht of three stories above rade lane shall be R 403.1.6 Foundation Anchorage: Wood sole plates at exterior walls on slabs and all wood foundation wall sill plates shall be anchored o Building Code. Fire-resistance rated floor/ceiling a 9 9 R313.1 Townhouse automatic fire sprinkle sy 9 9 9 P with X inch diameter anchor bolts spaced as shown on the plans and details. Bolts shall extend a minimum of 7 inches into 28. 2X LEDGER THREE 16D COMMON AT EACH JOIST OR RAFTEIR. FACE NAIL � � Y assemblies shall extend from the foundation to the underside of the roof sheathing. equipment throughout with on automatic sprinkler system. v rii concrete and located in the middle third of the width of the late. A nut and washer shall be ti htened on each anchor bolt. W � w Exceptions: R313.1.1 Design and installation. Automatic residential fire sprinkler systems for townhouses shall be designed and installed in There shall be a minimum of two bolts per plate section and plocated not more than 12" or less than 3.5" from the end of 31. WOOD STRUCTURAL PANELS: SUBFLOOR, 6D COMMON (WALL) 6" o/c at edges and 0 _ 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. ROOF, AND WALL SHEATHING TO FRAMING in accordance with NFPA 13. R313.2 One and two family dwellings automatic fire systems. One and two family dwellings having a height of three stories above each plate section. Plates shall be protected against decay and termites. 8D COMMON (ROOF) 12"o/c at interior Z v R302.3.1 Supporting construction. Where floor assemblies are required to be fire-resistance rated by Section R302.3, the supporting grade shall be equipped throughout with an automatic sprinkler system. SD COMMON (SUBFLOOR) supports (see note f) O 0 - w - i- a. All nails are srnooth common box or deformed shanks exce t where otherwise stated. Nails used fo TABLE R404.1.2 1 sr framin and sheathin 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 ( ) P 9 g W o R302.5.1 Opening Protection. Honeycomb-core steel doors not less than 1 3/8 inches thick, or 20 minute fire-rated doors, equipped with a P2904 or NFPA 13D. Minimum Horizontal Reinforcement for Concrete Basement Walls connections shall have minimum average bending yield strengths as follows: 80 ksi for shank diameter off 0.192" (20d common nail), 0 W z self-closing device. Doers from garage into habitable space: 45 min. fire rated with self - closing device or automatic - closing 90 ksi for shank diameters larger than 0.142" but not larger than 0.177", and 100 ksi for shank diameters of 0.142" or less. MAXIMUM UNSUPPORTED J 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 f. 4-footdiate foot or 4 foot by 9 foot panels shall be applied vertically ❑ R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be dwelling units where the building is of Type V construction. Sidewall sprinklers that are used to protect such areas WALL (FT Er) f. Intermediate supports shall be spaced 6 inches on center for a minimum of 48 inch distance from ricdges, eaves and gable end co walls and 4 inches on center to gable end wall framing. _ constructed of a minimum No. 26 gage sheet steel or other approved material and shall not have openings into the garage. shall be permitted to be located such that their deflectors are within 1 inch to 6 inches below the structural <_8 ONE NO. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY iii r 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 N0. 4 BAR NEAR MID- HEIGHT OF THE WALL STORY `, with Section R302.5. Attachment of gypsum board shall comply with Table R702.3.5. The wall separation provisions of Table R302.6 constructed of open wood joist construction. I- � ONE N0. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY R602.3(5) 2x4 wall studs at 16 inches on center with a maximum height of 10 feet shall supporta (maximum of one floor plus (-- shall not apply to garoge walls that are perpendicular to the adjacent dwelling unit wall. >8 AND ONE NO. 4 BAR NEAR THIRD POINTS IN THE WALL STORY roof/ceiling assembly. 2x6 wall studs at 16 inches on center with a maximum height of 10 feet shall support a maximum z z TABLE R302.6 Garage walls: 5/8 inch type X gypsum board on garage side, 1/2 inch type X gypsum board on opposite wall side at habitable Section R314 Smoke Alarms of two floor plus roof/ceiling assembly. Exceptions: Where designed by in accordance with accepted engineering practice or J where the ultimate desi n wind s eed is less than r u I 13 m h X 2 rad areas. Garage ceiling: 'i/8 type X gypsum board g p o eq a to 0 p , 2 6 g e studs supporting a roof load with Z R314.1 General. Smoke alarms shall comply with NEPA 72 and Section R314. R302.9 Flame S read & Smoke Density Index. R309.2.1: Wall & ceiling finishes shall have a flame spread classification of not greater than 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 whein spaced at 16 inches on UI o o U) P R314.1.1 Listings. Smoke alarms sha►I be listed in accordance with UL 217. Combination smoke and carbon monoxide alarms shall ( ) 200. R30.9.2: Wall & (veiling 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 an 0 feet where spaced at 12 inches on center. :........... ................... ....................... MINIMUM VERTICAL REINFORCEMENT BAR R602.3.2 Top plate. Wood stud walls shall be capped with a double top plate installed to provide overlapping at corners and LLI 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 (�R� A C R302.11 Fire blocking shall be Trovided 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 have a width not less than the U_ ��5 oBt;RTOy�y/j 1. In concealed spaces of stud walls and partitions, including furred spaces and parallel rows of studs or staggered studs, as WALL HEIGHT BACKFILL HEIGHT 45 PSF PER FOOT OF DEPTH width of the studs. r(/ � n L �C� 2. Outside each separate sleeping area in the immediate vicinity of the bedrooms. (F.E� (FES Do not backfill with any soil containing silt or clay. H ; �,�' C �� follows: 4. Smoke alarms shall be installed not less than 3 feet (914 mm) horizontally from the door or opening of a bathroom that WALL THICKNESS (INCHES) R602.6 Drilling and notching of dimensional lumber to conform to sections R602.6, R602.6.1, and fiigure R602.6(1). Notching & Q t " ^ 2,< 1.1 Vertically at the ceiling and floor levels. contains a bathtub or shower. 8 to t2 bored hole limitations for exterior walls and bearing walls, figure R602.6(2) Notching and bwred hole limitations for interior W * r I 1.2 Horizontally at intervals not exceeding 10 feet. R314.3.1 Installation near cooking appliances. Smoke alarms shall not be installed in the following locations unless this would prevent non bearin walls & fi ure R602.6.1 to late framin to accommodate sin 16 a e and 1.5 inch wide metal tie = . +��a r 2. At interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. placement of a smoke alarm in a location required by Section R314.3. 8 7 NR NR NR 3. In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall comply with g g P P 9 P P 9 9 9 1. Ionization smoke alarms shall not be installed less than 20 feet (6096 mm) horizontally from a permanently installed 9 8 5 O 41 NR NR fastened across and to the plate at each side of the notch with 8-10d nails each side. (Follow manufacturers U ' Section R302.7. 10 9 6 O 41 5 O 22 NR specifications for engineered products. (figure R602.6.1) (A 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. 2. Ionization smoke alarms with an alarm-silencing switch shall not be installed less than 10 feet (3048 mm) horizontally oz38�o y0 passage of flame and products of combustion. The material filing this annular space shall not be required to meet the ASTM E 136 ❑ �F NES requirements. from a permanently installed cooking appliance. NR denotes no reinforcing required. : re For the fire blocking of chimneys and fireplaces, see Section R1003.19. 3. Photoelectric smoke alarms shall not be installed less than 6 feet (1828 mm) horizontally from a permanently installed Locate vertical bars %" clear from inside face of walls. The center of bars shall not vary from this by more than % inch. •••••• ......•• • .•. • ••I..•..-.•• ......•••••• 6. Fire blocking of cornices of a two-family dwelling is required at the line of dwelling unit separation. cooking appliance. JOB NUMBER R302.11.1 Fireblocking materials. Except as provided in Section R302.1, Item 4, fireblocking shall consist of the 4. R 314.4 Interconnection. Where more than one smoke alarm is required to be installed within an individual dwelling unit followin materials. in accordance with Section R314.3, the alarm devices shall be connected in such a manner that the actuation of one alarm 2 0 1 6 0 2 3 9 will activate all of the alarms in the individual dwelling unit. 1. Two-inch nominal lumber. UNIT 1 M DEL A 1 2. Two thicknesses of 1" nominal lumber with broken lap joints. Section R315 Carbon Monoxide Alarms W � SHEET NUMBER Q 3. One thickness of 23/32 inch wood structural panels with joints backed by 23/32 inch wood structural panels. R315.1 General. Carbon monoxide alarms shall be provided in accordance with section 915 of the Fire Code of NYS. 4. One thickness of 3/4 inch particleboard with joints backed by 3/4 inch particleboard. r /� 5. One half inch gypsum board. l l ® M O D r L 6. One uarter inch cement based millboard. �,J ..jjJJ 1 1 Z q 7. Batts or blankets of mineral wool or glass fiber or other approved materials installed in such a manner as to be securely W retained in place. COPYRIGHT GRCH ARCHITECTUfRE P.C. 2017: ALL RIGHTS RESERVED TABLE R602.3(3) TRUSS IDENTIFICATION SIGN � Requirements for Wood Structural Panel Wall Sheathing Used to Resist Wind Pressures (a,b,c) Z N1101.11.1 (R303.2.1) Protection of exposed foundation insulation. Insulation applied to the exterior of basement walls, crawlspace walls and P2607.2 Pipes penetrating exterior walls. Where a pipe penetrates an exterior wall, waterproof seal shall be made on the exterior of the PART 1265. RESIDENTIAL STRUCTURES WITH TRUSS W MINIMUM NAIL PANEL NAIL ULTIMATE DESIGN the perimeter of slab-on-grade floors shall have rigid, opaque and weather-resistant protective covering to prevent the degradation wall by one of the following methods: TYPE CONSTRUCTION, PRE-ENGINEERED WOOD E SPACING WIND SPEED V ult of the insulation's thermal performance. The protective covering shall cover the exposed exterior insulation and extend not less 1. A waterproof sealant applied at the joint between the wall and the pipe. CONSTRUCTION AND/OR TIMBER CONSTRUCTION � � 8 (mph) than 6 inches (153 mm) below grade. 2. A flashing of an approved elastomeric material. 6' DIA. U ° MINIMUM MINIMUM MAXIMUM WALL `--d L Wool) 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 REFLECTIVE RED 0 SIZE PENETRATION STRUCTURAL THICKNESS (INCHES) EDGES FIELD CATEGORY o wall in the where the furnace is located, a utility room or on 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 .- (INCHES) PANEL :SPAN (INCHES) 1. Galvanized steel or aluminum of not less than 0.0236 inch (0.6010 mm) in thickness. N z y 2 RATING (INCHES O.C.) (INCHES O.C.) TABLE N1102.1.2 (R402.1.2) CD B C D Insulation and fenestration Requirements by Component 2. Plastic not less than 0.36 inch (0.9 mm) in thickness. U 3. Other approved materials. 0 �, � � COMMON 1.75 24/1b 7/16 I i I16 6 12 170 140 135 CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENT SLAB CRAWL A plastic an installed beneath a as-fired water heater shall be constructed of material having a flames read index of 25 or EFLECTIVE ZJ e =NJU ZONE n U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE & SPACE P P 9 9 P z 'S o R602.3.5 Braced wall panel uplift load path. Braced wall panels located at exterior walls that support roof rafters or trusses U-FACTOR SHGC R-VALUE R-VALUE R-VALUE DEPTH WALL less and a smoke developed index of 450 or less when tested in accordance with ASTM E84 or UL723. 7 RWHITE � +.• (V>= I (including stories below top story) shall have the wall sheathing and fasteners designed to resist combined uplift and shear R-VALUE U) 1EV)- 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- n.U).a rn MARINE R802.11 Rafter or truss uplift force:. T101.1 General. The provisions shall be applicable for new construction where solar-ready provisions are required. N1102.2.2 (R402.2.2) Ceilings without attic spaces. Where section N1102.2 would require insulation levels above R-30 and the design of the 1/2' U o ea v For rafters at 16"o/c in 130mph wind speed. Roof pitch > 5/12 Exposure B TRUSS INCE WITH 19 SIGN STROKE N roof/ceiling assembly does not allow sufficient space for the required insulation, the minimum required R-value for such Section T102 General Definitions COMPLIANCE WITH 19 NYCRR 1264 ❑ U M � Span (ft) 12 18 24 28 32 36 42 48 roof/ceiling assemblies shall be low The insulation shall extend over the top h the wall plate it the outer edge of plate Solar-Ready Zone. A section or sections of the roof or building overhang designated and reserved for the future installation of a SIGNS IDENTIFYING THE EXISTANCE OF TRUSS CONSTRUCTION SHALL CONSISTS OF A CIRCLE 6'IN Uplift Force # 117 149 182 203 226 247 281 314 without compression. The reduction of insulation from the requirements of Section N1102.1.2 shall be limited to 500 sf (46 m2) or solar Increase x1.09 for pitch < 5/12. Increase x 1.5 for 24"o/c spacing. Increase x 1.32 for 140 mph. DIAMETER,WITH A STROKE WIDTH OF1/2'.THE SIGN BACKGROUND SHALL O FORMINGREFLECTT WHITE IN m 20 percent of the total insulated ceiling area, whichever is less. photovoltaic or solar thermal system. COLOR.THE CIRCLE AND CONTENTS SHAM BE REFLECTIVE RED SIJ COLOR,CONFORMING TO PANIONE (D R702.3.5.1 Screw fastening. Screws for attaching gypsum board and gypsum panel products to wood framing shall be Type W or Type S inMATCHING SYSTEM(PMS)X187. _ N1102. .4 (R402.2.4) Access hatches and doors. Access doors from conditioned spaces to unconditioned spaces such P4 accordance with ASTM C 1002 and shall penetrate the wood not less than 5/8 inch. 2as attics and crawl a_ spaces shall be weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. Section T103 Solar-Ready Zone SECTION 1265.4.SIGN OR SYMBOL R702.4 Ceramic Tile. Exception: vertical doors that provide access from conditioned to unconditioned spaces shall be permitted to meet the fenestration T103.2 Construction document requirements for solar ready zone. Construction documents shall indicate the solar-ready zone. THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BY AFFIXED TO THE ELECTRICAL BOX ATTACHED 4.2 Backer boards. Materials used as backers for wall tile in tub and shower areas and wall panels in shower area shall be of requirements of Table R1102.1.2 based on the applicable climate zone specified in Chapter 3. T103.3 Solar-ready zone area. The total solar-ready zone area shall be not less than 300 square feet (27.87 m2) exclusive of TO� E THE RESIDENTIAL STRUCTURE: PROVIDED,HOWEVER,THAT- IS AFFIXING THE SIGN OR R702 SYMBOL TO THE ELECTRICAL BOX WOULD OBSCURE ANY METER ON THE ELECTRIC BOX,OR IF 111E UTILITY materials listed in Table R702.4.2, and installed in accordance with the manufacturer's recommendations. N1 102.2.8 (R402.2.8) Floors. Floor framing-cavity insulation shall be installed to maintain permanent contact with the underside of the mandatory access or set back areas as required by the International Fire Code. New multiple single-family dwelling (townhouses) PROVIDING ELECTRICAL SERVICE TO THE RESIDENTIAL STRUCTURE DOES NOT ALLOW THE SIGN OR SYMBOL TABLE R702.4.2 (ubfloor decking. three stories or less in height above grade plane and with a total floor area less than or equal to 2,000 square feet (185.8 m2) TO BE AFFIXED TO THE ELECTRICAL BOX,THE SIGN OR SYMBOL SHALL BE AFFIXED TO THE EXTERIOR Backer Board Materials N1102.2.9 (R402.2.9) Basement walls. Walls associated with conditioned basements shall be insulated from the top of the basement wall per dwelling shall have a solar-ready zone area of not less than 150 square feet (13.94m2). The solar-ready zone shall be WALL OF THE RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRICAL BOX.THE Z MATERIAL STANDARD down to 10 feet (3048 mm) below grade or to the basement floor, whichever is less. Walls associated with unconditioned composed of areas not less than 5 feet (1.52m) in width and not less than 80 square feet (7.44 m2) exclusive of access or set SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED PRIOR TO THE ISSUANCE OF A CERTIFICATE ASTM C t 178 basements shall meet this requirement unless the floor overhead is insulated in accordance with Section N1102.1.2 and N1102.2.8. back areas as required by the International Fire Code. OF OCCUPANCY OR A CERTIFICATE OF COMPLIANCE. O GLASS MAT GYPSUM BACKING PANEL f_ FIBER REINFORCED GYPSUM PANELS ASTM C 1278 N1102.4.2 (R402.4.2) Fireplaces. New wood-burning fireplaces shall have tight-fitting flue dampers or doors, and outdoor combustion air. T103.4 Obstructions. Solar-ready zones shall be free from obstructions, including but not limited to vents, chimneys, and roof-mounted WOOD ROOF TRUSS SPECIFICATIONS: 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. ROOF TRUSSES SHALL BE DESIGNEDFOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE Z) and listed for the fireplace. BUILDING CODE. NONASBESTOS FIBER MAT REINFORCED CEMEN11TIOUS BACKER UNITS ASTM C 1325 T103.7 Roof load documentation. The structural design loads for roof dead load and roof live load shall be clearly indicated on the � TABLE R703.8.1 construction documents. NOTE: 5/8 INCH THICK ROOF SHEATHING IS TO BE USED, WHEN ROOF TRUSSES ARE SPECIFIED AS THE ROOF FRAMING MEMBERS. W Allowable Spans for steel lintels supporting masonry veneer TABLE N1102.4.1.1 (R402.4.1.1) T103.9 Electrical service reserved space. The electrical service panel shall have a reserved space to allow installation of a dual pole Z 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 a,c (inches) ABOVE I ABOVE ABOVE GENERAL REQUIREMENTS A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE BUILDING ENVELOPE. D + L (EQUATION 16-9) Of LU30/4 e'-o" 4'-6' 3'-0" THE EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINUOUS AIR BARRIER. E 3901. 1 /1 BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. At least one installed at the front and back of dwelling units. D + .6W (EQUATION 16-12) I7 Outdoor outlets. A water proof outlet is required for any size, deck, porch, or balcony that is occessible from inside dwelling unit. D + S (EQUATION 16-10) OL u J L430/4 8'-0' 5'-0' 4'-8' CEILING/ ATTIC THE AIR BARRIER IN ANY DROPPED CEILING/ SOFFIT SHALL BE ALIGNED WITH THE INSULATION AND ANY O ^/, L5x3.5x5/18 10'-o" 6'-0" 8'-0" GAPS IN THE AIR BARRIER SEALED. E 3901.9 Garage Outlets. Garage receptacle, outlets must be serviced by a separate branch circuit that does not supply other outlets. At D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) ` r .J ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE WALL DOORS TO UNCONDITIONED ATTIC SPACES SHALL least one receptacle outlet is required for each car space in a garage. Z L6x3.5xl/4 14'-0" s'-6' 7'-0' BE SEALED. E 3902.14 Location of GFCI outlets. All GFCI outlets must be placed in readily accessible locations. D = DEAD LOAD, L = LIVE LOAD, S - SNOW LOAD, W = LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30 OF ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND SPEED (101 MPH BASIC DESIGN WIND SPEED) IN EXPOSURE ❑ WALLS THE JUNCTION OF THE FOUNDATION AND THE SILL PLATE SHALL BE SEALED. CATEGORY B. a. Long leg of the angle shall be placed in a vertical position. THE JUNCTION OF THE TOP PLATE AND THE TOP OF THE EXTERIOR WALLS SHALL BE SEALED. 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 shall corn I with the re uirements of Section R703.7.3. WINDOWS. SKYLIGHTS AND THE SPACE BETWEEN WINDOW/ DOOR JAMBS AND FRAMING, AND SKYLIGHTS AND FRAMING SHALL BE THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD UP LOADS AS REQUIRED BY R703.12 Adhered masonry veneer installation. Adhered masonry q DOORS SEALED. THE FOLLOWING LIVE LOADS: ALLOWABLE ASCE7-10 , TCDL = 15 PSF, BCLL=IOPSF, AND BCDL = 10 PSF. PROVIDE ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE NOTED R703.12.1 Clearances. On exterior stud walls, adhered masonry veneer shall be insstt alled: 1. Minimum of 4 inches ('102 mm) above the earth RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER ROOF: STRUCTURAL MEMBER DEFLECTION ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. �7-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) wlastic with a minimum vertical attachment flange of 3 � inches (89 mm) shall be installed to extend a minimMINIMUM 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". (FOR SOLAR READY ROOF DESIGN LOAD ADD: 24 POUNDS F-� p um of 1 inch (25 GARAGE AND CANTILEVERED FLOORS) PER LINER FOOT DEAD LOAD FOR ROOF FRAMING) 3:12 with no finished ceiling attached TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN 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 rs R703.8.2.2. Support by roof construction. A steel angle shall be placed directly on top of the roof construction. The roof supporting SPACE SHALL BE SEALED. to rafters DRAWINGS SHALL INCLUDE THE FOLLOWING INFORMATION: construction for the steel angle shall consist of not fewer than three 2 inch by 6 inch wood members for wood construction. A FLOORS: 40 PSF 1. DEPTH, SLOPE (IF ANY), SPAN, AND SPACING. F� 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 WOIIS and partitions H/180 2. LOCATION OF ALL JOINTS. l­_ w lag screws to every wood stud spacing. Each additional wood roof member shall be anchored by the use of two 10d nails at RECESSED LIGHTING RECESSED LIGHT FIXTURES INSTALLED AT IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO UNINHABITABLE ATTIC W/0 STORAGE: 10 PSF 3. REQUIRED BEARING WIDTHS. �:) 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 Floors and ceilings W brittle finish L 360 0 9 / 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. feet 8 inches, with max 7:12 roof pitch. See figures R03.8.2.1 & R703.8.2.2. SHOWER/ TUB ON THE AIR BARRIER INSTALLED AT EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS SHALL SEPARATE THEM HABITABLE ATTIC W FIXED STAIRS: 30 PSF All other structural members L/240 4.2. TOP CHORD DEAD LOAD. 703.8.4 Anchorage: Mason veneer shall be anchored to the the supporting wall studs with corrosion resistant metal ties embedded in EXTERIOR WALL FROM THE SHOWERS AND TUBS. 4.3. BOTTOM CHORD WE LOAD. m • R 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. mortar g g 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. w 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. ❑ O > �� veneer. ace.Ach 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. orizontall 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. horizontally Y ( g p 9 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR Flashing shall be located beneath the first course of masonry above finished ground level above the foundation wall or slab and at between conditioned and unconditioned spaces. All recessed luminaires shall be IC-rated and labeled as havingan air leakage rate R301.2.2) R703.8.5 g 9 Lintels supporting masonry veneer L/600 EXCEPT WHERE SYMMETRICALLY P4 r l 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 (75Po) 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. U 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. in 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 SC. 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. not be less than 3/16 inch in diameter. Weepholes shall be located immediately above the flashing. single-family dwellings (townhouses) shall be insulated to no less than R-10 and the walls shall be air sealed. 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. Q NOTE: Sols with clay or clay and silt will require a redesign 11. MAXIMUM AXIAL COMPRESSION FORCES of building footings. 12. REQUIRED PERMANENT TRUSS MEMBER B 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) B THE TRUSS MEMBERS. and walls closer than 10 feet (3048 mm) to a building on another lot. Section N1103 (R403) RACING LOCATIONS. F- WOOD FLOOR TRUSS SPECIFICATIONS: l-_ U Exception: Walls perpendicular to the line used to determine the fire separation distance. Systems 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. ABBREVIATIONS 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 cischarge 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 L.T. WT. LIGHTWEIGHT RNG RANGE � 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 pTh DETAIL LT. LIGHT R.O. ROUGH OPENING 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: R802.1.5.4 Labeling each piece of Fire-retardant treated lumber and wood structural p p capability temporarily p y ADJ. ADJACENT/ADJUSTABLE different times of the day. This thermostat shall include the ca abilit to set back or tem oraril operate the system to maintain � EACH LVR. LOUVER R. RISER D (EQUATION 16-8) R802.4.2 Framing details. Rafters shall be framed not more than 1 X inches (38 mm) offset from each other to ridge board or directly 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 E.J. EXPANSION JOINT LT. LAUNDRY TUB RND ROUND D + L (EQUATION 16-9) O opposite from each other with a collar tie. 802.3 Ridge board shall be not less than 1 inch (25 mm) nominal thickness and not with a heating temperature set point no higher than 70'F (21'C) and a cooling temperature set point no lower than 787 (26'C). ALUM. ALUMINUM 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 MAS. MASONRY D = DEAD LOAD, L IJVE LOAD, I thickness; and not less in depth than the cut end of the rafter. Hip and valley rafters shall be supported at N1103.2 (R403.2) Hot water boiler outdoor temperature setback. Hot water boilers that supply heat to the building through one a two pipe ANCH. ANCHOR S.C. SAWCUT (51 mm) nominal p PP Y 9 9 P P � ANGLE ELEV. ELEVATION 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 BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: g y g p ARCH. ARCHITECTURAL MAX.MmeMAXIMUM SHLF SHELF TCLL = 40 PSE, TCDL = 10 PSE, AND BCDL = 5 PSF itch is less than three units vertical in 12 units horizontal (25 percent slope), structural members that support rafters and ceiling N1103.3 (R403.3) Ducts. Ducts and air handlers shall be installed in accordance with Sections N1103.3.1 through N1103.3.8. 0 AT EQUIP EQUIPMENT MDO MEDIUM DENSITY OVERLAY SHF. SHEET P EXP. EXPANSION 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 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 ( ) g ( ) PP Y BD. BOARD MIN. MINIMUM S.S. TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO [INSTALLATION. TRUSS DESIGN designed in accordance with accepted engineering practices. portions of the building shall be insulated to a minimum of R-6 where 3 inches (76.2 mm) in diameter or greater and R-4.2 BLDG. BUILDING EE. EACH END � STEEL R802.7.2 Engineered wood products, Cuts, notches and holes bored in trusses, structural composite lumber, structural glue-laminated where less than 3 inches (76.2 mm) in diameter. BM BEAM M.O. MASONRY OPENING DRAWINGS SHALL INCLUDE THE FOLLOWING INFORMATION: members, cross-laminated timber members or 1-joists are prohibited except where permitted b the manufacturers MEL. METAL STRUCT. STRUCTURAL BTM BOTTOM F C SUSP. SUSPENSION 1. DEPTH, SPAN, AND SPACING. � p p P Y Exception: Ducts or portions thereof located completely inside the building thermal envelope. / FLOOR COVERING CHANGE 2. LOCATION OF ALL JOINTS. recommendations or when: the effects of such alterations are specifically considered. BLKG, BLOCKING SGD SLIDING GLASS DOOR n R802.8.1 Bridging. Rafters and ceiling joists having a depth to thickness ratio exceeding 6 to 1 based on nominal dimensions shall be N1103.3.2 (R403.3.2) Sealing (Mandatory). Ducts, air handlers and filter boxes shall be sealed. Joints and seams shall comply with section F.D. FLOOR DRAIN N.I.C. NOT IN CONTRACT 3. REQUIRED BEARING WIDTHS. ui r 9 J 9 P 9 M1601.4.1. BRG. BEARING FDN. FOUNDATION SQ. SQUARE 4.1. TOP CHORD LNE LOAD OR SNOW LOAD. supported laterally by solid blocking, diagonal bridging (wood or metal) or a continuous 1 inch by 3 inch wood strip nailed across Exceptions: BRK BRICK (NTS) NOT TO SCALE Q N N � N w FLR. FLOOR TB TOWEL BAR 4.2. TOP CHORD DEAD LOAD. O _ c�i CO COIN the rafter or ceiling joists at intervals not exceeding 8 feet. 1. Kir-impermeable spray foam products shall be permitted to be applied without additional joint seals. BSMT BASEMENT 4.3. BOTTOM CHORD WE LOAD. P P Y P P PP j CENTER LINE � FIREPLACE T & G TONGUE AND GROVE O.C. ON CENTER 4.4. BOTTOM CHORD DEAD LOAD. R802.9 Trimmer joist: single header and trimmer for openings up to 4'-0" and doubled over 4'-O" 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 FRM FRAME OPER. OPERATOR TF1N TOP OF FOUNDATION WALL 4.5. CONCENTRATED LOADS AND THEIR POINTS CT APPLICATION. Connect with tecos for header joist spans of 6-0" and greater, not be required for continuously welded joints and seams, and locking-type joints and seams of other than the snap-lock and C.J. CONTROL JOINT FT. FOOT FEET OPNG. OPENING TYP TYPICAL 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. R806.3 Vent and insulation clean3nce. Where eave or :ornice vents are installed, blocking, bridging, and insulation shall not block the free button-lock types. COL. COLUMN flow of air. Not less then a 1 inch space shcll be provided between the insulation and the roof sheathing and at the location of FTG FOOTING O� OPTIONAL T TREAD 6. EACH REACTION FORCE AND DIRECTION. O.S.B. ORIENTED STRAND BOARD TOWEL ROD 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 TR EXCEPT WHERE SYMMETRICALLY COND. CONDITION GA GAUGE OZ. OUNCE TRIPLE N1103.4 (R403.4) Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105'F (41'C) TRPL LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. CONT. CONTINUOUS GALV• GALVANIZED 1 R ONE ROD 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 / UNLESS NOTED OTHERWISE 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. 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 vertical height of 30 inches (762 mm) or greater over an area of not less than 30 square feet (2.8m2). The vertical height shall GYP. GYPSUM PC POURED CONCRETE VERTICAL 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. of the ceiling framing members to the underside of the roof framing members. methodologies. C.O. CASED OPENING PBD. PARTICLE BOARD VERT. 11. MAXIMUM AXIAL COMPRESSION FORCES B THE TRUSS MEMBERS. V5 Fn F55 Fn co U) be measured from the top g 9 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 VERIFY IN FIELD 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. O O o O O O The rough-framed opening shall be not less than 22 inches by 30 inches (559 mm by 762 mm) and shall be located in a PL. PLATE V.I.F. C.T. CERAMIC TILE WASHER > > > > > > HGF. HEIGHT PNL. PANEL W a w w w w w w 9 International Mechanical Code (as amended), the 2015 International Residential Code (as amended), or the New York City HDWR. HARDWARE W/ WITH DRAFTSTOPPING: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF AFLOOR-CEILING a' � � o: � � hallway or other readily accessible location. Where located in a wall, the opening shall be not less than 22 inches wide by 30 CLG. CEILING HORZ. HORIZONTAL,HORIZONTALLY WOOD Construction Codes, as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have C.M. CROWN MOULD PWD. PLYWOOD WD ASSEMBLY, DRAFTSTOPS 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 ventilations stem is not operating. attic space shall be 30 inches (762 mm) at some point above the access measured vertically from the bottom of ceiling framing 9 y p y p g' HD.WD. HARDWOOD PR. PAIR WELDED WIRE FABRIC DIVIDE THE CO PACE INTO APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLY IS ENCLOSED WI A FLOOR MEMIBRSTAINCANE ABOVE AND A CEILING C.R. CHAIR RAIL W.W.F. MEMBRANE BELOW, DRAF'TSTOPPING SHALL BE PROVIDED IN FLOOR-CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTAINCL-S: members. See Section M1305.1.3 for access requirements where mechanical equipment is located in attics. HR. HOUR WO OR W/0 WALKOUT FLOOR FRAMING IS CONSTRUCTED OF TRUSS-TYPE OPEN-WEB OR aFRFnRaTFn AAF\!aF!?S N Section N1104 (R404) Electrical Power and Lighting Systems D DRYER HDR. HEADER PROD. PROJECT / PROJECTED WINDOW 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 PENNY HB HOSE BIB PSI POUNDS PER SQ. IN. WNDW MATERIALS: ORAFTSTOPPING MATERIAL SHALL BE NOT LESS THAN 1/2 INCH GYPSUM BOARD, 3/8 INCH WOOD STRUCTURAL. PANELS. � DBL. DOUBLE I.D. INSIDE DIAMETER high-efficacy PSF POUNDS PER SQ.FT. TYPICAL ROOF & FLOOR TRUSS NOTES: R 902.1 Roofing covering materials. Roof shall be covered with materials as set forth in Sections R904 and R905. Class A, B or C 9 Y lamPs• DIA. DIAMETER INGR. IN GROUND P.T. PRESSURE TREATED roofing shall be installed in jurisdictions designated by law as requiring their use or where the edge of the roof is less than 3 DIR. DIRECTION 914 mm from a lot line. Class A, B and C roofing required by this section to be listed shall be tested in accordance with Section M1305 Appliance Access ON DOWN INSUL. INSULATION QUAD. QUADRUPLE TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND MANUIFACTURE OF feet ( ) 9 q Appliances access for inspection service, repair and replacement. Appliances shall be accessible for inspection, service, repair and DR. DOOR INT. INTERIOR REF. REQUIRED METAL-PLATE-CONNECTED WOOD TRUSSES SHALL COMPLY WITH ANSI/TPI 1. THE TRUSS DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY UL 790 or STM E 108. M1305.1 m installed on or above the roof coverin repm without removing permanent construction, other appliances, or any other piping or ducts not connected to the DW DISH WASHER I S INSIDE CORNER REF. REFER TO REFERENCE A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF NEIN YORK. Rooftop mounted photovoltaic panel system. Rooftop mounted photovoltaic panel syste g tti p RMS. ROOMS * TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT WOOD MEMBERS CLAMPED IN RIGID W R 902.4 shall be to , sted 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 DVVG• DRAWING JT. JOINT REINF. REINFORCING,REINFORCED FIXTURES DURING ASSEMBLY TO INSURE TIGHT FITTING JOINTS. 2 H 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 on appliance. KSI KIPS PER SQUARE INCH * TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. THE CONTRACTOR IS feet (914 mm) from a lot line. M1305.1.3 Appliances in attics. Attics containing appliances shall be provided with an opening and a clear and unobstructed passageway large PP 9 Pp P p 9 p g y g RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN O m R 9032.1 Exposed intersects to ter intrusion into the enough to allow removal of the largest appliance, but not less than 30 inches (762 mm) high and 22 inches (559 mm) wide and DESIGNED AND INSTALLED TO PREVENT ROTATION AND PROVIDE LATERAL STABILITY IN ACCORDANCE WITH ACCEPTED INDUSTRY PRACTICE SUCH AS W w posed wall flashing required to have a kick-out where the eave of the rooersecs a wall prevent water not more than 20 feet 6096 mm Ion measured along the centerline of the passageway from the opening to the Nance. THE SBCA BUILDING COMPONENT SAFETY INFORMATION (BCSI) GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING & BRACING OF METAL PLATE � Y wall assembly. ( ) g 9 p g y p 9 pp 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. L>LI v 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 Z F 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 REGISTERED DESIGN PROFESSIONAL. Z v p g g • THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY BRACING HAS _ 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 BEEN DESIGNED AND INSTALIFD FOR THE INSTILLATION OF THE TRUSSES. LU shield. shall comply with code section M1502 listed and labeled in accordance with UL2158A. Exhaust duct size shall comply with code 98 section M1506. WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: 0 E T ] z R 905.2.2 Slope. Asphalt shingles shall be used only on roof slopes of two units vertical in 12 units horizontal (2:12) or greater. For roof ® STRUCTURAL CALC. REFERENCE �+ slopes from two units vertical in 12 units horizontal (2:12) up to four units vertical in 12 units horizontal (4:12), double DET DETAIL REFERENCE - All general notes unless otherwise noted on plans or product specifications. a underla mentapplication is required in accordance with Section R905.1.1. G2415.7 (404.7) Protection against physical damage: Where piping is installed through holes or notches in framing members and the piping SHT _ All applicable state & local codes, ordinances and regulations if any. ❑ �� < Y U 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 R 905.2.5 Fasteners. Fasteners for asphalt shingles shall beg pp g attached, the pipe shall be protected b shield plates that cover the width of the pipe and the framing member and that extend = W 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 manufacturers specifications and / or recommendations. i Ll U that the piping asses J of e roofing materials and not less than '/. inch 19.1 mm into the roof sheathing. Where the roof sheathing is not less than 4 inches (51 mm) to each side of the framing member. Where the framing memberp p 9 p OOR HARDWARE TYPE - General contractors and subcontractors to review these construction documents upon receipt from architect I- c� penetrate through th g ( ) through is a bottom plate, bottom track, top plate or top track, the shield plates shall cover the framing member and extend not # D and report any and all discrepancies including any dimensional conflicts, immediately to architect for � m less than '/, inch (19.1 imm) thick, the fasteners shall penetrate through the sheathing. 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. ( ) 3 ( ) G2426.7.1 502.7.1 Door swing. Appliances and equipment vent terminals shall be located such that doors cannot swing within 12 inches SHT SHT - DO NOT SCALE DRAWINGS. DIMENSIONS SHALL BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. � � w or into the gutter. Where siding is provided on the vertical sidewall onto the roof or into the gutter. Where siding is provided on ( ) 9 PP # - J i 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 genera► notes and typical details apply throughout the job unless otherwise noted or shown. (D U) the vertical side a , g 9 and counterflashin shall be G2427.8 A mechanical draft venting system, excluding direct vent appliances, shall terminate not less than 4 feet below, 4 feet horizontally - DISCREPANCIES: The contractor shall compare and coordinate all drawings; when c the opinion of thce provided on the vertical sidewall, the base flashing shall be provided In accordance with this section a g 9 Y 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 dri 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. Wp ED P 9 P 9 ,SER RC shall extend not less than X 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, theiir (� ��5 OBER C/Y overlapped not less than 2 inches (51 mm). Drip edges ( ) 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 H : �L 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 1'2 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. Q ( �- over the drip edge alonli 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 fess than 12 inches - All work is to be performed in a professional manner and in accordance with best practice and consistent W �:11 `'t; R 1001.1 Masonry fireplaces & chlimneys to be constructed in accordance with Section R1001 and the applicable provisions of Chapters 3 from any air opening into the building. with manufacturers and supplier's recommended installation procedures. _ : &_� and 4 of this code. 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 - The architect has not been retained to perform framing inspections and ti or field inspection. The aiming ct U . R 1003.9 Ter y is therefore not responsible for any and all conflicts including weatherazation, water proofing and framing ,` Q- than 3 feet above the highest point where the chimney passes through the roof. G2439.1 (614.1) Installation. Clothes dryers shall be exhausted in accordance with the manufacturers instructions. Dryer exhaust systems with respect to the construction documents. ❑ F og�o y� shall be independent of all other systems and shall convey the moisture and any products of combustion to the outside of the 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 • ••.•.. .• • ••.••• R1ry p 004.1 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 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 A STAMPED WARNING ON THE SEALED DOCUMENT INDICATING THAT: FF IS A VIOLATION OF THE OR AMY PERSON, UNLESS ACTING W UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER AND ITEM IN ANY WAY. R 10004.5 Gasketed fireplace doors. A Basketed fireplace door shall not be installed on a factory built fireplace except where the fireplace manufacturer's instructions. B NUMBER system has been specifically tested, listed and labeled for such use in accordance with UL 127. 2 0 1 6 0 2 3 R 1006.1 Factory built or masonry fireplaces shall be equipped with an exterior air supply to ensure proper fuel combustion unless the room Section P2es Waterproofing of Openings 109 A1.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 (MODEL & W material shall be installed in manner that prevents water entry into the building. Counterftashing 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 TZQ 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. d r-," 2 cellulose) shall be written in inches (mm) or markers that are installed at least one for every 300 square feet (28 1712) throughout I I 0 (MODEL A I z the attic space. The markers shall be affixed to the trusses or joists and marked with the minimum initial installed thickness with C) W numbers not less than 1 inch (25 mm) in height. Each marker shall face the attic access opening. Spray polyurethane foam W thickness and installed R-value shall be listed on certification provided by the insulation installer. COPYRIGHT GRCH ARCHITECTURE: P.C. 2017: ALL RIGHTS RESERVED WHEN NOT ALI6NED WITH RAFTER, N CONNECT KING 5TW5 TO TOP PLATE Z 66-W X it MM. ROOF FRAMING WRAP 1-1/4"X22 6A.6ALV.COIL STRAPCC ,, ATrAat TO EW PAP 2x4 OR 2xb W 66-20 X 24'MN a fPOSNS RANTERS OVER TOP OF TOP PLATE AND NAIL CRIPPLE STUDS j o ATTAat TO EACH PAR 16"OL. or� S 2x AGQ LEDGER W/2-3/8"x5"LAG, DBL TOP PLATE OOF RW�FTIR, BOLTS a 16"or, INTO STUDS L) ROOF RAFlEt 5M PLAN RA51MP50N STRONG-TIE AT 2 BEND BAYS A35 a EVERY RR 2X4 57UD WALL OR SABLE 15T OR ra SR,pr STRONG ,I�P�,aN 511�aPlr� - - TRU55END TRUSS 2 EB0 OMGHORD W/STRON6eAGc5 51MP50N H2 CONNECTOR a EA. �. O 5 `r - �tK ." 5112850E STRONG-TIE (� �, -� SIMPSON STR.ON5-TIE H2 BD NAILS TIE M5RM'TRIPS Stall.DE ATTAaV TO FX�It PAR 6F OPP05IN6 RWTCIIS. ALTERNATE TO RID6E STRAP, H3 a EVERY RR RAFTER TO STUD AND KIN65 TYP. 8d NAILS TYP. PaYM:RDC£STRAPS ARE NOF REgW WKN GGtM TES OF PROVIDE 2X4 COLLAR TIE AT � ■� N p o NaJINAL 0(4 OR 2X4 UNn ARE LZAT®N RE LFFER THIRD OF THE UPPER THIRD OF THE ATTIC,SPACE (WHBd ALIGN®) ONLY WHEN STUDS AND W 4-IOd AT EACH RAFTER) 05-22 STRAP AT v,w Z EOR USE WHEN STUDS AND 115E IN GOh�INATION ATTIO SPADE APD ATrAm TO EAat PARI OF RAFTERS W/4-IOd NAILS RAFTERS AL16N `RAFM;5 DO WOT ALIGN EACH STUD,SEE L.5U26 FOR 2x6 DETAIL 4 Z V L u7 L5U28 FOR 2x8,2x10,OR 2x12 " O L �� ce) U Q o `c° v FRAMEt7 OPEN ❑ U co `aco WI oR co -RID GE STRAP DETAIL / -RID GE STRAP DETAIL 5112850E EVERY 2x4 OR 2xb °R D W � (WITH OR WITHOUT COLLAR TIES) LU28® EVERY GJ STUDS® Ib O.G. (� (1=08 CATH.GL65 WITHOUT DOLLAR TIE-5) / 3 NO SPECIAL FT �MPMNwr- 2x AGQ LEDGER W/3/8"x5" LAG, CONNECTORS REQ. LOCATEAT EVERY RAFTER BOLT® IG,"oG Ixro STUDS STRAPPING TO BE I-I/4"X 22 640 IN TH15 AREA N.TS. LOCATE AT / ~ `'R`P`5N STIR"_Tr LTS NI�S� / ,p /� �0 BEAR A MIALV.,SEE N.�OF 10AIL -ON FRAMITI�INT SRR60N STIR" Ev NAILS TYP.v IGD MAY V_= F rR / PORGH I OOF CSI ABLE END HALL -TIE NAILSTP. 1�• THIS M. // STI�>1- PP I NC DETAIL Z u5E IN Go�INAT1oN ONLY STUDS AND ^� I O I I DETAIL AT ATTIC FOR USE AL1 STUDS AND 5 DO NOT AJ-16N N.T5. N.TS. STRAPPING TO RUN ONTO RIM JOIST,SEE � RAFTERS ALIGNDETAIL q/DI(ONE STORY)OR ONTO STUD U AT WALL BELOW(W STORY) � lY _ F- ROOf RAFTER HURRICANE TIES I NTS. LOCATED AT EVERY ROOF RAFTER ` ATT I G •• z O ST�RAPP I NG DETAIL - 511PSON POLn �rti IDORR>4M GONNGTI ON5 0 2ND FLOOR "REGI' � �'W IML(2)2x " � " 4-I6d FADE NAILS FROM Z STRAP qz 4x PROVIDE 3 X36(6 X3 WASHER PLATE AT ALL ANCHOR BOLTS KING STUD INTO HEADER ❑ MSrCAM SECURED BY WOOD SILL PLATES. PRe-W 51MP50N PAB OR 55 ANGHOR BOLT5 MAY BE USED IN LIEU OF i GOLUMN POST TOP ANCHOR 5„W NNS THREADED ROD W WAS PLATE W 5 LOCATE AT EVERY CoU T-W&Rveiz CONNECTION H/ti U'I� PROVIDE 3"XVX.036'6ALV.STEEL PLATE W END LBJ51b N.TS. EIV OF 5710 6-80 NAILS AT CORNERS AND INTERSECTING n"NN NAILS (4)NNS MN.IN r- - WALLS.NAILS AT B TALO.STEN.PLATE W I� if MTH(np� i ( _ ��NO NAILS 12-W1WALLS WHERE TTHHEIRE 51N6L E PLATE OR HEADER 5UTT JOINTS IN STRAJeW I 100,NAILS REACH END 12 PAT aP/R�� \ 2X6 KING STUDS tUA.N), AGE ONE AT SPANS UP TO 6 FEETAll, ar EACH JACK STUD NAILS 24 MINIMUM LAP SPLICE TWO FOR SPANS 6 TO 12 FEET O 'm I 11/8• 518"0 A301 ROD THREADED b'BOTH ENDS. THREE FOR SPANS 12 TO 16 FEET 2Xb JACK STUDS N.ONJ: BOTTOM ~RAE-�W 3/4"AND 1'ROD AT 51MP50N STEEL 5TRON6 WALL,SEE PLANS 12-I6v MIN.NAILS ONE AT SPANS<6'FROM MIN.EW r*'1 DISTAWT OF 7/5 Qp Lg1yTH' G NAILS AT ALL SPLICES THREE A ty5>I> 2,TWO AT SPANS FROM 6'TO 12' W r IST FLOOR SIMPSON POST BASE " " VNLE55 NOTED OTHERWISE ON PLAN AM44 OR ABU66,SEE PLAN 2 X3/8 X3 WASHER PL W/NUT EACH 510E p (4)N4.6 MSL N UPPER 5TORY 5HEAR fz MTH OW) 05-22 COIL STRAP WALL TO GIRDER EXTERIOR WAS D L _ ALTERNATE ANGHOR BOLT DETAIL @ �-�- W FLOOR TO FLOOR TIES I l j s BELow CONNECTIoiv 4 N.TS. LOCATED AT EVERY STUD \ I/2'm HOOKED ANGHIOR BOLT W 7 FOR 5ET BACK WALLS NDU HOLD-DOWNS AND STRONG WALL DOUBLE TOP WALL PLATE SPLICE DETAIL HEADER GONNEGTI ON \ FOUNDATION BOLT W 5 EMBEDMENTMINIMUM EMBEDMENT OR EXPANSION13 N.T5. 14 N.TS. I N.TS. IG, NOTtU coL STRAP'LKW SIf�1Tt W PROM-Dd 6aaM6N(ON x 25'LONG)NNS. I \\ (,OL STRAPS M 6HIMPIN6 WAVE-47d(,a"t,HON(0151 x r L0N6)NAIL-6. I \ i `\\ 6MT�'-�L:�OOATE O�ATE�Ve��Ry�co�UL)�H�W BOTTOM ANCHOR ALLOWABLE HOLES - \ 6FRM9;Z CONNECTION TI+ V O KAT VAIV WSD NAIL 0 6'0/G AT ALL PANEL ED6E5 IGD NAIL® 24"0/0 U \ 88046E 5d NAl.5 TGE WLW IbD NAIL®24'0/G )(6"o5B OR PLYWOOD LVL Headers and Beams Z As f8t WPLM 51MP50N HGP HIP HIP RAFTER, SHEATHING Microllam® LVL 2 I �•RrFn� `��� INTERIOR 1.3E TimberStrand® and � (�NNS N CORNER TIE LSL hole zone Parallam®PSL 2 x diameter of the NOTE.WIM 24'HIM MINIMUM FULL W169 I )t LB�STH(H`A") Ys depth U WALL RETURN 15 PROVIDED AT ENDS OF I hole zo largest hwle(minimum) � BRACED WALL LINE THE 800#HOLD"MAY I �• BE ELIMINATED. PROVIDE TWO(ONE AT FAGH 1 4, n LB46TH t),HN) 8D NAIL 8 6'0/G - _ _ 51DE)GS-?2 STRAPS PER DETAIL 41N LIEU OF I SIMPSON BP WASHER ``;J INTERIOR L5TA36 STRAP55H"IN THE DETAIL NAIL 5HEATHINT6 TO ° o AT ALL PANEL ED6E5 d - SILL PLATE W TO 2X AGQ SILL PLATE. DOUBLE EXTERIOR 6YP5UM EIOARD - - - - - 0 0 0 0 0 bd NAILS 0 4'0/G SILL AT FULL BA5t3 ENTS J 7'MINIMUM 5re DIA STEEL ANCHOR - - - - - Microllam® LVL and BOLTS MAx $,OG 2:W 8D NAIL® 12'0/G AT ALL EMBEDMENT EXTEND BOLTS MIN.-T'INTO 05-22 COIL STRAP Jac 9W To P./ M METERS NOT AT PANEL ED6E5 Pared hole PSL FGNL NTH TI6HTt�ED�` allowed hole zone 3k 3'WASHER TO EACH BOLT. ' middle ys span OR t4 CONTIN10U5 BAR PROVIDE TERMITE SHIED SILL SILL RATE RNff LTP4 RATE NAILED TO PLYWOOD HE IN51DE CORNER MT5IDE GORNER L5TA36 W 10 IOd NAILS SEAL AND MAINTAIN V MIN. RM AND 51J RATE 9 If"0/G AT EY lx NT ntHE Pl YWDOD 5FEP`THIN6 d 1.3E TimberStrand® LSL allowed hole,zone d n 7 7 �" LOCATED TO 6 VA LEY Jac NfH LIS INTO STUD ABOVE AND FROM WD TO FINISH®GRADE BELOW(2 EACH�� FRS TOP OF WALL NAL 405 F9i TlOI.E s7p WPGM. PLAN VIEW PLAN Iii NOTE, � � r � General Notes o N N M W N Tall=21g80# SEE FOUNDATION PLAN COIL STRAPS UNDER SHEATHHIN6 PROVIDE:ed COMMON(0.131 x 25'LONG)NAILS.COIL EXTERIOR WALL TOP ExTERI OR CORNER HEADER MAXIMUM ROUND • Allowed hole zone suitable for uniform) Roaded Y STRAPS OVER SHEATHING PROVIDE:IOd COMMON(0.131 x 3'LONG)NAILS. 1�./ DEPTH HOLE SIZE headers and beams only. C9 LA 1 -OVER OR FAL5E VALLEY PLATE HIS' GONNEGTION HALL MING 43/" 1" • Round holes only nd STORY c�ORNER GDNNEGTCjRS �NT.S. PICAL ANGHOR BOLT STUD TO RIM JOIST TO SILL PLATE I.r 5TiRAPPING DETAIL IS 5Y" 1%a" • No holes in cantilevers. -7 Q �� 7,"to 20" 2" • No holes in headers or beams in plank orientation. 1 8 LOCATION AS NOTED N.TS. LOCATE AT EVERY STUD xT� N.T.S. N.T.S. N T5. LOCATED AT EVERY GOR1�R See illustration for Allowed Hole Zone DO NOT Cut,notch or drill holes in headers except as indicated in illustrations and tables. Z Z Z Z Z Z A MINIMUM OF TWO BRACED WALL LINES(BIL)ARE REQUIRED IN EACH DIRECTION OF A BUILDING. BWL'S SHALL NOT BE SPACED t7QMVW STRAP APD WALL 61Vn W fl APD WALL L IF L-,wHINED 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 NOTEs TO Ta'OF POM(WNL IF usED ���I I Nom, TO TGP OF PONT'WN1 P 115 I U U U U N INDICATED ON FLOOR PLANS 2 FT MAX PONY WALL MAY BE I I 2 FT MAX PONY WALL MAY BE ShPS,ON DfT1Z tIA.DONM AT(6-1'J�.,P pW.ET) A BRACED WALL PANEL(BHP)SHALL BE61N WITHIN 10 Fl�r OF EACH END OF A EHL. THE D15TANGE BETWEEN ADJACENT PLACED ON TOP OF WADER PLACED ON TOP OF HEADER WALL END PANtl5(TYPE A).MU AS RFMW E06E5 OF BWP'S SHALL NOT BE GREATER THAN 20 FEcT'. THERE SHALL BE A MINIMUM OF TWO BW ON EACH BIAL EXCEPT AT ®� AT DRAGN�WNL DETAILS G AND D. WALLS<16 FEET LONG MAY HAVE ONE 48"OR LONGER BWP. BWPS ARE TYPICALLY 05-W5P SHEATHED BRACED WALL PANELS ® (TYPE A)OR GYPSUM BOARD 6B(TYPE B). PROVIDE TYPE G,D,E,OR F PANELS AS NOTED ON PLAN WHERE BAP TYPES A 31/2'WIDE LVL OUTSIDE 2(5F PILAW N ®I - 15-100 NAILS AT DTfIZ AND B DO NOT QUALIFY DUE TO MINIMUM LEN6TH REQUIREMENT5 OR ADDITIONAL CONTRIBUTIN6 LEN6TH OF BNP 15 REQUIRED. GONT1NH10115 TO OUTSITDE OF PMtd BWP TYPES ARE INDICATED ON FLOOR PLANS. o m �3/8'm THREADED ROD ® CS-WSP CONTINUOUSLY SHEATHED BRAGED WALL PANELS(TYPE A)SHALL MEET z z THE MINIMUM LENGTH REQUIREMENTS OF TABLE RbO2.105. NAIL Ne'MINIMUM WALL GONTIN1J UT Ill'4 MIN DEEP HEADER TO � CONTINUOS Ill'.i MIN DSP HEADER W NOTE,WHERE 24 HOE MINIMUM FTAJ.HEI6NT SHEATHING WITH 8d NAILS®6"O/G(1=D6E5)AND 12"0/6(FIELD)AND PROVIDE 2X OUTSIDE KING STUD(SEE PLANU OUTSIDE KING STUD(5�PILAW � NMB.�6E ~� WALL RETURN 15 PROVIDED AT E05 OF Z G5 WSF'BRACED WALL LINE THE 800# BLOGKIN6 AT ALL UNSUPPORTED PANEL ED6E5. PROVIDE 800 POUND HOLDOWN FASTEN�'SHEJ1TIiINt6 TO HEADER W/ FASTEN�' 3.0/61"E TO HEADER.YY Z c5+6HOLPOIN MAY BE ELIMINATED. PER DETAIL 19 OR 20 AT ENDS OF BRACED WALL LINES THAT DO NOT HAVE 8D NAIL5 a 3b/G IN EACH DIRECTION 8D NAILS 0 3'0/G IN FAGH DIRECTION WALL MIN PANEL W a HE16HT(FT) WIDTH'L' EITHER A 24"MINIMUM FULL HEIGHT WALL RETURN OR A 48'MINIMUM BHP. W SHP50N L5TA24 STRAP ON BOTH SIDES AND SIMP50N LSTA24 STRAP ON UNSHEATHED TRIM TOP OF PANG 405 REQb � EACH OF HEADER TO JACK 51W W 16-100 NAILS FACE W 16-M NAILS 8 28" TABLE RbO2.105 MINIMUM LENGTH REGUIREMENT5 OF C5-WR 15-1/4'SDS SGREMEi O W '- GONTINUOU��LY SHEATHED BRACED WALL PANELS FASTEN TOP PLATE TO HEADER W 2 Z FASTBI T�OF Ibd NAI '0/G z 10 34' PORTAL STRAPS I/2'FROM EDGE ON W 0 WALL AJAGENT CLEAR MINIMUM LENGTH OF ROWS OF I6d NAILS 0 3'O/G p 11 ' BOTH SIDES R STRAPS PER PANlEL) > \ HE16HT(FT) OPW HE16W BRAG®WALL PANEL (2)JACK 5TUD5 MIN.OR PER PLAN p_ (2)JACK STUDS MIN OR PER PLAN U 12 42' 0 � _ _ 5Siw5oN GNI GOIPLER NIT <64' 24' �H-j BLOCKING,AT PANEL ED6E5 U O 8 b4'TO 80� 2- BL.O0KIN6 AT PANEL EDGES BLOCKING AT PANEL ED6E5 SIMNEL, ERIE STRONG WALL 5B Z GYPSUM WARD "66"BRACED WALL PANELS(TYPE B)SHALL BE ~ PANE SHALL HAVE A lEN6TH t'of NOT O PANG SHAM HAVE A LENGTH 1'OF NOT PANEL,VERIFY 840,315 PLUMB (� LU <64' 21' LESS THAN 16'FOR 8 FT WALL,18'FOR 4 lX LESS THAN 16'FOR ONE STORY AND 24'FOR NOTE (n F--� /8'4'ANCHOR EOLT OR q 64"TO 80' 30' 48'MINIMUM IN LENGTH ON BOTH 510B OF WALL PER TABLE FT WAIL AND 20'FOR A l0 FT WALL SEE Q' SFIRST FLOOR EE PLAN FOR r-TWO S�APPLICATION. DETAIL APPLIES To • ADHESIVE ANCHOR 80'TO 016' 41" R602.10.5.�5EGURE&GYPSUM BOARD WITH bd COOLER NAILS, J PLAN FOR ACTUAL LEN6N8510N5 ARF 80tH ENDS OF HEADER a LLI z 00115 X G 6YP5UM BD NAILS,OR DqB X I%-ANNULARR E WDTH TO HEIGHT DIMB<510N5 AREa (b4* 30' IF WDTH TO f£6HTT EXGffDED THEN DETAIL F TO BE USED. Q •. 64'TO 80' 30' NAILS®l`O/G(ED6E5)AND 7"O/G(FIELD). BLACKING I5 NOT ExCaM 1IENt DETAIL T'To BE USID. ❑ "' r. l0 80'TO 0115' 35' REQUIRED AT UNSUPPORTED PANEL EPCE5 WtEN PANELS AREV All, IFC TINUOI)r HEADER 15 U5ED OVER U INSTALLED HORIZONTALLY. PROVIDE J015T OR TRU55 OR FULL BOTH OPENIN65 THEN MIDDLE WAIL Partlal credit for panels 36"to 48"wide per R602.1052 HE16HT BLOCKING DIRECTLY ABOVE AND BELOW TYPE B WALLS. ONE JACK AND KING STUDS ONE JACK AND KINL6 STUDS BRACIN615 NOT REOV L EQUAL TO CONTINUOUSLY SHEATHED WOOD FASTB<7/16'SHEATHING TO EACH STUD FASTEN 7/16"5HFATHIN6 TO EACH STUD TWO KING STUDS " "or > 12" TYPI GAL HOLDC)WN DETAIL AT GYPSUM BOARD "GB" -TYPE B O AND SILL W eo COMMON NAILS 0 V OK, O AND SILL W eo COMMON NAILS o Y 0/G C7 /1 FRAMED LOC A STUCTURAL PANEL "CS-WSP" -TYPE A R _ _ FASTEN 1APSHEATHINGTO STUD V J NOT TO SCALE PER FIGURE 8602.10.5 `� NOT TO SCALE PER FIGURE 8602.10.5 AND SILL W 8d NAILS o 4'O/C, ui PORTAL DETAIL'G'ONLY APPLIES SIMPSONI H OM FHOLD"W 14-1/4'505 SIhPSON HOU2 HOLDOW�I W 6 1/4' Z Q Q g�=K=TS. TO 2 FT TO 18 FT WIDE OPENII SCREWS IN DOABLE END 5�p 505 SCREWS IF NO FLOOR ABOVE. PANEL TO 517 DIRECTLY ON TOP OF 0 o TABLE 602.10.3(1)BRACING REQUIREMENT5 BASED ON 14OMPH TABLE 602.10.3(2)WIND ADJUSTMENT TO FDU4 RDDHOLDIF Oto 114'505 HIND SPEED,F '0511RE B,30 FT MEAN,ROOF HEIGHT,10 FOOT REQUIRED LENGTH OF WALL BRACING. 2-1/2'40 ANCHOR BOLT OR EXPANSION 5GR815 IF FLOOR ABOVE. CONCRETE FOUNDATION WALL 5R,f5Ai DTT►Z tI0."AT CS-W�'DF A60 WALL HEIeHT5,AND 2 BRACED WALL LINES ADJU5TMENT STORY CONDITION ADJUSTMENT BOLT WITH 2'X2'X3{�'PL WA5f�2 �717� OVER I!2'd ANCHOR OR l9C'AN510N BOLT W BRED AR W/LL BSD PAPa6(TYPE A)tDU AG CONT BASED ON SUPPORTIN6 FACTOR s4 BAR CONT IN TOP OF GONGREIE #3 TIE ®I AT bRAGED WALL DETAILS 0 AND D. STORY BWL SPACING METHOD 65 #4 BAR GOVT IN TOP �GONIGRL-tE CONCRETE FOUNDATION 2-I/2'd ANCHOR OR EXPANSION BOLT s L n #4 BAR GOVT IN TOP AND BOTTOM Q `' .y R`2 '� 5HEATHIN6 EXPOSURE GATE6ORY ONE STORY G 1.2 UNDATION I FOUNDATION ® S-IOD ELLS AT DTTIZ T0(� 10' 25' 55' EXPOSURE CATEGORY ONE STORY D 15 ` c ,p EXPOSURE GATE6ORY TWO STORY 2 13 PA86 18 ANCHOR BOLT OR 315'THi�FADHD OF CONCRETE FWNbAT10N SIMPSON 581/8X24 OR PA87-18 ANCHOR EXPOSURE CATEGORY TWO STORY D Ib EXTEND WALL SHEATHING OVER RIM J015T ROD W WASHER PLATE,SEE DETAIL 15/01 PAB5-18 ANCHOR BOLT OR 315'THREADED E10LT OR Ye" 1RODi = ® TOP 20' 5.0' 10.0' OVER ROD W WA5H6t PLATE,SEE DETAIL 154151 SEE DETAIL U `-. tR -, � i TOP 30 1.0' 14.5' ROOF EAVE TO RIDGE ROOF ONLY 15 FT 1.3 PANE.876E FRAMED WALL PORTAL DETAIL TYPE D ONLY APPLIES TO 6 FT To 18 FT WIDE OFENIN55. U) ROOF EAVE TO RIDGE ROOF ONLY 20 FT Ib FLOOR PANEL HAS CONTRIBUTING LENGTH OF 48'TOWARDS R602.101%)MINIMUM LENGTH WALL TO BE USED ON FIRST 13008 APPLICATION ONLY.PANE.HAS 51M1x�ON 5T1�ON6 WAJl REQUIRES 8<61NEER»DESIGN TO TOP 40 01.0' 185' ROOF EAVE TO RIDGE ROOF+I FLOOR 15 FT 1.15 REQUIREMENTS FOR BRACED WALL PANELS AT BRACED WALL LIMES. WALL TO BE coNTRIBUnNS LENrTH OF 48'ToWARDs Rbo2.lo_%)MINIMUM UENSTH ro DETERMINE PANEL SIZE AND ANCHOR BOLTS FOR ❑ ROOF EAVE TO RIDGE ROOF+I FLOOR 20 FT 1.3 11587 ON FRLST FLOOR APPLICATION ONLY. REG111RR�THT5 FOR BRACT D WALL PANES AT BRAG®WALL LINES. ACTUAL HORIZONTAL DE516N WIND LOAD AND CONDITION F N E TOP 50 II.O' 23.0' ROOF EAVE To RIDGE ROOF+2 FLOOR 15 FT 1.1 ROOF EAVE To RID6E ROOF+2 FLOOR 20 FIT NP J NUMBER TOP bo' 1340' 275' WALL HEIGHT ANY STORY 8 FT 0.11 CONTINUOUSLY SHEATHED PORTAL PORTAL FRAME WITH HOLD-DOWNS ALTERNATE BRACED WALL PANEL 11ABW11 SIMPSON STRONG WALL 3/810 ANCHOR BOLT OR WALL HEI6HT ANY STORY q FT ORS 2016023 AVHESIVE BOTTOM of 2 10 5.0 105 WALL_HEIGHT ANY STORY II FT 1.05 FRAME "CS-PF" DETAIL - TYPE C "PFH" DETAIL - TYPED DETAIL - TYPE E DETAIL - T=ER o� °o, `' BOTTOM OF 2 20' 01.0' 19.0' WALL HE16K ANY STORY 12 FT 1.1 NOT TO SCALE PER FIGURE 8602.10.6.3 D NOT TO SCALE PER FIGURE R602.10.6.2 NOT TO SCALE PER FIGURE R602.10.6.1 NOT TO SCALEGINEERED METHOD W H(lH�OF 6HL PER PLAN DIRECTION AT STORY 3 1.3 Q SHEET NUMBER BOTTOM OF 2 30' 1340' 2l5, OF�PER PLAN DIRECTION AT STOW 4 1.45 RHKR OF BW-PER PLAN DIRECTION AT STORY 5 OR MORE 1 b Bo,T°MOF2 110 ° (�21BRACED WALL PANEL DETAILS GYP BD FINISH OMIT7=D FROM INSIDE FACE OF EW t•4 UNITS 109 (MODEL Al ) 110 (MODEL Al ) HOLDOV�IN DETAIL AT SLAB BOTTOM OF 2 50' 21.0' 44.0' APPLIES TO METHOD C5-H5P ONLY Z 20 BOTTOM G'F 2 150' 25.0' 525' APPLIES TO METHOD 6B NLY srORY 4"o/c O T D-1 NOT TO SCALE O N.TS. COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED F- ^ 1 -- Z W a- g 0 U N cm.1.'XC IXIX.KM6 —TYP.D(BFW WALL ° rx4"AlfR166ER5 @ Ib"of,- 2 Z � r U LTtAAf�5OfT1T 4 T214 ° m c0 v 2 2 ,� N WD6E5 TO ALIGN RIDGES TO ALIGN (2)1 xb"IX.GLICM6W4r -•-- DF1JfL p.A',K �DTl.pbxbx$ � � DY-MX OR W -0 T'S Z RIME VENT RIDGE VBJT I"xb"TRIM z L Q-�c M U Q W M TYPICAL ROOFING: I"xb"FAxIA = � m TYPICAL ROOFING: co ARGHITEGTURPJ_SHINGLES I/2"PLYWOOD IaVT"% ❑ (� co ARCHITECTURAL 5HIWAE5 15#FELT 15#FELT UNDERLAYhENT 117 PLYNOX THIN6T rx4"TRMCD I/2'PLYWOOD 5FEA1HIN6 6'AZEK TRIM b'AZEK TRIM M V VIN-t, Af.l 12 a 12 � N. � 12 t 12 DENTIL BLOCK#DTLBbxbxB DENTIL BLOCK IDTL86xbx8 12 I2 BY'FYPON'OR EGUAL BY TYPON'OR EQUAL r b'Azo TRIM ^ ...,�Iz 12 -�-�-�-� b'"' TR'" GABLE END DETAIL I b" b' y v b• OHI, OH. �•12 12 �� •-oH. oH. IN V AZEK RAKE BO W/ F f� N.T.S. AI Z 'r 1"x 8'AZEK 12AKE BD W/ b'AZBC TRIM 12 IN 3'AZEK TRIM(TYP) �^ ° +^ I'x 3•AZEK TRIM(1YPJ 12 12 ROOF BREAK—.- ROOF BREAK _ ~ r b'BLIND flA5HIN6 b'HIGH BLIND b'BLID FLlt5HIN6 IIIItil �A-r+ FLASHING — _ — _ STANDING SEAM "' 5TANDINI6'_F.AM - — — — '"'.••` ,"- »-r _ METAL ROOF � � METAL ROOF _ FASCIA BD. rs Z - - ALIGN b ND BEDROOM#2 PL MT ° BEDROOM#2 PL.HT 6 ZEK BLIND ALIGN FRIEZE BD. FA5CIA5� `-`FLA.06 --0� �.ip O• I'-0' V T— -+-r"-�OH. OH. O I-0' p..O•_�� FLA5FNN6� FASCIAS OH. LL Ln 1111 .. OH. OH, OH = I u I '17- ( © It Z (� ® ® ®I rs rs I I �'� I I I'X6'Azec � � �- � TWM Bv, � I I I � � - ❑ 4 >Sa jj 4 Q I ii iii 4 4 ® Ovee GIRDER i i 4 i I I i 4 Q p I I it I I Ij IIIII L ' � � ILJ jk� FIN. IST FLOOR11 11 11 It 11 it i I FIN IST FIN. 15T rrTI FIN. IST FLOOR F� EL-V= 0'-0" ~� ELEV= O'-0 10 SQUARE HBd6 PERMA CAST 6x6 P.T.POST WITH 51MPr�ON ( IV,52-3/6.PT.POSGAP T WITH SANC.HOR! IIM1wjON 10'5GIUARE NBd6 PERMA CAST I O 86523/6 P05T GAP ANCHOR d I I ICOLUMN#46362 PU SQUARE COLUMN#46382 W/SQUARE CAP FLAT CAP d BASE(OR E011AU I 51MP50N AI3U66 POST BASE I I I I I ( S' ON(TY ALLL C ARft To u�) I FLAT CORNER d BASE TO EQUAI I I W �-T••� -CORMR Gown+TO BE I (rYP-ALL C LI M 0 I I I I I I I -GOVtDER W SPLIT ro BE I U) PROVIDED W/SPLIT KIT I I I I I I I PROVIDED W/SPLIT KIT I v 0 w I I I I I I I I I I ❑ w 0 II I I I _ _ _ J _ I I UNFI.BSMT 13.00R OL UNFIN.BSMTFL.00R_ I _ — I — - - - - -- L - - - - - - - - - - y - - - - - - - - - - - - - - - - - - - -� - - - - - - - - - - - - - - - - - - - - - — — — — — — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - U FRONT ELEVATION FRONT ELEVATION 36 = V--o" 36 = 1-0 UNIT 109 Z UNIT 110C.) W MODEL Al (HOLLY) MODEL Al (HOLLY) ° 0 RIDGES TO ALIGN RID6E5 TO AL16N Lu 4 4 RIDGE VERT `� RIDGE VERT N M CO CV 12 12 1135 ti'JS 12 12 GRK.KET BEYOND t 135 i 135 I AI.I 12 O O O O O O 12 2 12 FA to U) U) in in 12 12 1'-0' 1'-0'y12 w w w w w w 12-A- 1'-0' I--0• 12 0H, 0H. INSTALL IGE d WATER SHIELD IX � m X OH. 12 INSTALL ICE d WATER 5HIE1D 2 OH. D 12 12 12 SPEGIFMA'IGATiONS TO MAINTAIN m PER MANUFAGTURBt5 SPEGIFK.ATIONS TO MAINTAIN DX'T WARRANTI' o PRODUCT WAJMR41Y Ix8 FASCIA W. �_ Q 0 6'BLIND - -r 8'AZEK 6'�I APPLY ICE d HATER 5HIELD IN FAIR FLASHI WEATHER WHEN THE AIR,ROOF DECK AND I IL a HIN6 .= = FRIEZE W. MEMBRANE ARE AT IEMPERATUKE5 OF 40'F APPLY ICE d WATER SHIELD IN FAIR hFAT}�t WHEN THE AIR ROOF D6GK AND (5'G)0R HI6HEt MEMBRANE AI79 AT TEMPERATURE5 OF 4OT- — 777 — — — (5'G)OR HI6H6ft BRKF5'T PL HT _ — — MSTR BDRh1 MS.,TR BDRM -- BRKFST PL HT Z PL HT PL HT I'-0' 1 O� W V J OH. OH. OH. OH. !!� EXTERIOR WALL 0 m EXTERIOR WALL I OF L----`_--- 1'O• 11-01 � � -HARDIPOR E SHINGLE SrDIN6 W O W 50FFTf OH. SOFFIT rS I i -71A6'05B 05BB 91EEATTHHIN6 > ~ V Iii -HARDIPOR E SHINGLE SIDING -2x6 WOOD STUDS 016'OO. rrI..�. -1YYN3C OR EQUAL I rs I W L z Q -b'R-21 BATTS Z L� U O -TAO'058 SHEATHING 5 rsp-' !� I 4 4 4 I . I o -2xb WOOD 5115 a 16'O.G. �' -' II � �_ 4 i O I a &AlAR1A6E I S w H lBEYOND.lilI 2-10 it11111 till 111 1111111 villill 1111111 Lu I11 1 1 11111I i FIN. 1ST FLOOR ❑ it 11 1 IN. IST FIN. 15 FIN.IST'FLOOR ooR 2020 NYSRG-62427.8 t'5038 VENTING 5Y5TEM TERMINATION LOCATION: cn U FLEV=O'-0" _ _ _ _ _ THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN ui - . 6x6 P.T.P05T NTH SIMPSON INPUT OF I0p00 BTU PER HOUR C3KW OR LE55 5HAU.13E F- C�7 I r-�-- I I it I II I Zx�41MM I I 10 SQUARE HBd6 PERMA CAST ( I 86523/6 POST GAP ANCHOR d 6x6 P.T.POST WTH SIMPSON 10 SQUARE NBd6 PERMA CAST I I Ix4 AZMITMM III I II I 8,52316 POST GAP A AM t I I WL"#OW2 W cS 1ARE 111 1 11 I I III I II I I GOUIMN#46362 I U$C DARE SW-,ON AM66 POST BASE LOCATED AT LEAST 6'FROM PPL ANY AIR OPBdIN6 INTO A H r SIMPSON AB16b P05T BASE BULDIN6,AND SUCH AN APPLIANCE WITH AN IJRJT ov6z IoA00 pp f rYP-ALL COLUMNS) I I FIAT cAP d BA5E(OR EGUAI) I I I I I II I u 1 I I I I I 111 1 11 I I I I FLAT cER d BASE lOR EQUAL) I I (NP-ALL Caa4 ) -CORNM COLUMN TO BE III I III >_ -GORN82 COLUMN TO BE BTU PER HOUR 13UT NOT OVER SOA00 BN PER HOUR SHALL BE z iL PROVIDED W/SPLIT KIT I I I r I I I I I IIS I III I I I PR MPM W SPLIT KIT I I I INSTALLED NTH A 9 INCH vErrr OVER TERMINATION u.EARA0POO 15111 PER HO AND III I WI III u� I I LwI Qi: J ( ( I I I I I I SHALL HAVE AN ATN'LEAST A 12(INCA VENT TERMINATION'S Z U I L- a I I I I - I I ------ GLEARAN6E.THE BOTTOM OF THE VENT TERMINAL AND THE AIR N 6 Il 1\49) I I I I I I o E a INTAKE SHALL BE LOGATB2 AT LEAST 12'ABOVE GRADE. U) ...... ...........• .... •......•......•... fvI i _ I uN✓FINL I uJF� I _ v C�`rO T RF y'F - - - - - - - - - - 2020NY5RG-8312.2..1 — oe y T B5MT _ _ _ — — — — — — _ L IN DW3.UN6 UNIT5,WERE ITE TOP OF THE SILL OF AN F' n RL C1 OPERABLE WINDOW OPENINI6 t5 LOGAT®LE56 THAN 24' Q — — - -- - - - - - - - —I- - - - - - - - - I - - - - - - - � - - - - - - - - - - - - - —I - - - -- - THE FINISHED6RADEORO)THERSURFAGEBHAWONT}E W ABOVE THE FINISH®FLOOR AND 6REATH2 THAN l2'ABOVE aaa EXTERIOR OF THE BIALDINE,THE OPERABLE WINDOW SHALL = etre \/ CONT'LY NTH ONE OF TFE'FOLLOWIN6: L Y �T I ON •OPBdIN65 THAT WILL NOU ALLOW A 4 INCH DIAMETER SPFfftE REAR ELEVATION TO ITION. W6H THE oPENINl6 M ITS LARGEST OPENED ❑ yoQ- 023810,^' 3/Ib = I-0 3 6 = I-0Mf NN DO OPBJI%COPREVENTION RTRTMT TDenI'A�OP nna�OT OF N E�V RE_EA5E THE CONTROL DEVICE ALLCWIN6 THE WINDOW TO :. ... ...................•.......................••.. 110 H"AOFT �'`L"� '�w`G`�°�"� � NUMBER UNIT 109 UNIT AF �,�WINDOW UNIT TO LE55 THAN 5.,5GIJARE HST. . w2016023 MODEL Al (HOLLY)- MODEL Al (HOLLY) Q SHEET NUMBER DUET CLUSTER =UNITS 10 9 (MODEL A 1 ) � ELEVATIONS 110 (MODEL Al ) U) A I W 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED R106E VENT 0 I— 'FIRE RETARDANT z PLYWOOD 5HEATHIN6 w E 2'x8"RIDGE BEAM U (D O 4 RID6E5 TO AL16N RI06E5 TO ALIGN 12 12 z r 121 Z RIDGE VE712 V RIDGE VENT 05 O o rn �6 ® 16'or,. I— U 12 (2)2 XIO HARDIPLANK 12 �M 12 12 55 HARDIPLANK :�= N Z HORIZONTAL 5101NO 55 Y q QtME 6 t LEADERS q HORIZONTAL 51DIN6 5 6EGURED TO Tn � ,n ALL 6UTTER5 t LEADERS SHALL BE BAKED - 1�_ Z V 2 c -.IZ T �+ 1 WHITE ALLIM1 H 032"MIN.6AU6E,GUTTERS 12 WALL® p L- w M t 8S -L- SHALL BE 5'5EAMLEY,0.6.STYLE W/ALL 85 RIDGE VENT ENDS 0 Q 12 _ RELATED t REWIRED AGGE%OWE5. LEADERS _ ::o N m RID6E VENT 10 '-- �--� SHALL BE MIN 25B',021'6AU6E W/CLIPS t _ 00 ANGFIORS. CA"!SEAL ALL JOINTS. PITCH -_� _ GUTTERS MRL I/8'/FT.PROVIDE P.V.G. ^- co 6. .. _-RIDGE VEW - M �. REGE'TOR5 8'ABOVE GRADE TO REGBVE ��_`"` — — LEADERS(aD-cm GAP DE51E�U. � - �: '712 12 _ �- -y--=� GLEZEsroRr �.�:-...•. - ;may - BEDROOM#3 12 - BEYOND ,�.��,-���- �-�-.�-_-- WALL BEYOND __� ROOF 0 COVERED I2 SABLE O.H. 6'-0" O.H. PORCH BEYOND �----- -�- i-, � t to oH. Ix8 FASCIA W. 2'°X6" FFIT BEAMS z S2 .• ,�.. ® 6" .G.W/VENTED p BEDROOM 02.- -�' T_ =y-�=�- PL Hr sTR BR PL Hr — 12 I �t-s- R I- PL Hr VINYL SOFFIT BIRO 1`°' 10 5MARE HB46 DERMA OH. OH. _ L CAST COLUMN X46382 W/ c� I — 8'AZ6C I I 1'o' 5WARE FLAT GAP k _ LJLJ FRIEZE BD. Z i t i i °H' BASE(OR EQUAL)- OK I I � ! I I GORNER COLUMN TO EE V :i 1Fill 11 Mill II rs I I ?� 11 4 i i �00M 4 I i 4 PROVIDED W/SPLIT KIT 0 /� 4 I I 4 4 I I WALL BEYOND = = I I 4 C 01"0 4 U- Ln WALL 0 # v I I I Col ur++0 COVEI;w F' 6ARA6E !. -. _ I I 4 COLUMN 0 COVERED I I FRONT PORCH O L � J BEYOND a d I I COVERED PORCH I I LL' I IL I I PORCH BEYOND BEYOND 1 i . . BEYOND z T II V J 1 I IN. IST FLOOR FIN. IST FLOOR i I ! - - FIN. IST FLOOR ELEV=0'-0" E1EV= O'-0" IN. IST FLOOR r ! , ELEV= O'-0" w ELEV= 0'-0" I I I I Ix4 AZEK TRIM I I -I I I 1x4 AZEK TRIM I I I I I b I I I I HOUR RATED EXTERIOR I II _j �,FIRST FLOOR LINE col�rr•I 0 Gove� FRONT PORCH BErOND FDI I I I A55E BEARIMBLY-55EE DETAIL: NIa AI I 4 ~ 4 I I I I I I i i I I I t I I i i w 44w jliI III I I I — — — u�THL BSMr FLOOR L/ UNFRLBSMiFL00R — — — _. — —I' — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — y — — — — — — — — — — — — - — — I— —— — — — — — — — — — — — — — — — — — — — — — — — -- — — — — — — — — — — — — — — — — —— _ _ — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -i- - - - - - - - - - - -i- - - — —— — —— — — — — — — — — — — ❑ w OTYPIGAL PORCH SLAB 4'P.G.SLAB(MIN.3500 P51 CON,) LEFT 51 DE ELEVATION (BREEZEWAY 51 DE) REINFORCED To 6x6,1050 wwM. �R 1 C HT 51 DE ELEVATION •TAMP a FILL TO g5A5 DENSITY r , UNIT 109 UNIT 109 1 BREEZEWAY SECTION ZA Z11 S. z Al (HOLLY) MODEL Al (HOLLY) w MODEL U O RIDGES TO AL16N RIDGES TO ALIGN 4 RIDGE VENT RID6E VENT 12 HARDIPLANK 12 -,-+ 12 HARDIPLANK HORIZONTAL SIDING 55 12 q GUTTERS!LEADERS q � --,- 55 HORIZONTAL 51DIN6 12 w r 00 ALL 6ATERS t LEADERS SHALL BE BAND - WiITE ALUMINUM 032'MIN.6AU6E,6UTfERS 12 w T t 85 Q N N r": N 00 SHALL BE 5'SEAMLESS,0.6.sraf W/ALL RIDGE VENT RELATED E REQUIRED ACCE�95ORIES. LEADERS T"'`' _ 10 RIDGE VENT SHALL BE MIN 2'x3',071'GAUGE VU CLIPS! ANCHORS. CAULK!SEAL ALL JOINTS.C PITCH " y Tc� ^-+RIDGE VBIT GUTTERS MK I/8'/FT.PROVIDE P.V G. - — -�� REGEPTOR5 6"ABOVE 6RADE TO REGEIVE ''"` 72 L.EADER5(CLOSED GAP DESI6W. — — — - - I2 a ,°'I-� �_ - - 10 �-- 12 12 �,...�,--.:�-.e..e-_��. CLERESTORY _�-+�-'i , GLEREST �. _ — 12 12 BEYOND �. -, �.. _� BEDROOM#3 - - - I O• ROOF 0 COVERED cn WALL BEYOND GABLE t IOC PORCH BEYOND Z Z Z Z Z Z Ix8 FASCIA ED. �.: .�. 12 12 - ,., ,-�`" MSIR BR IX m w w w w w w w w w —� y-� -_ BEDROOM#2 PL HT. 12 —PL HT BRKF5T PL HT — - - l'-0'.a. - - �-- - - o IIIJIll 1111 7— OH. OH. rn I'O' I'-0" r FRIEZEEZE BD. I '� �I OH. �• 11 11 1 1 Ili Il I �— �' MA51M BEDROOM rs r' _ I I 4 Z 4 WALL BEYOND I I i' I. ' WALL 0 Q 4 I I = W I I I 4 4 - BEYOND 4 ° 1.. I I COVERED C07 v II i . II PORCH PORCH BEYOND I I I I j 0_ COLUMN 0 COVERED FRONT PORCH _ � I I BEYOND O � m I IHIM 1111111 1111111 [ 111111 1111111 111 '' [11H I IF 111 11 11 1 11 11111 !.- 41 1 bdi' 1 ! I I J U i ._ Tl..' I I LLJ O w I I IllIllfillillIll ] IllIllJillIllIlliIllgillIliIIII I > F"� Y FIN.15T FLOOR FIN.IST FLOOR IN. ST FLO LLI W N FIN. 15T FLOOR ELEV= O'-0" — ELEV= 0'-0" El_EV- O — — — M�LIE =O'-0" 2 — I Z U D Ix4 AZEK TRIM I I I I I J Ix4 AZEK TRIM w COL"0 COVERED I ( I I HOUR RATED EXTERIOR I ( I b w z FRONT PORCH BEYOND I I I I � BEARING WALL I A55EMBLY- 5EE DETAIL: N3 I I I ❑ a 4 4 I Ad.1 ( I I I 2020 NY5RC-62421.8(503.8) w " A I I VENTING 5Y5TEM TERMINATION LOCATION: INPUT OF IOpOO BTU PER HOUR I"OR LESS SHALL BE THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN 6j LVPW.B5MT FLOOR UNFIN.BSMT FLOORI - - - - - - L - - - - - - - - - - - - - - - - - - - - - - - - - - -- -- - - - - LBTU PER HOLR OGATEDAT ElffNOTOVER5NYAIROUPERHW9 � _ __ I — 1 — — — — — — BUILDIN6,AND SUCH AN APPLIANCE WITH AN IN'UT OVER bp00 m - - - - - - -- - - - - -- -_ _— _— _— _- - - - LSLF I- - - - - - � J - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - INSALLEDWIBUfNOTOVER50,000ATIONCHOURSH AND — — — — — — — — — — — — — — — — - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - -I- - - - - - INSTALLED WITHAHINGHVEifTTERMIN,000B PER w — — — — — — — —— AN APPLIANCE WITH AN RPUT OVER 50,000 BTU PER HouR Z Q SHALL HAVE AT LEAST A 12 INCH VENT TERMINATION Ur 0 U 0 CLEARANCE THE BOTTOM OF THE VENT TERMINAL AND THE AIR INTAKE SHALL BE LOCATED AT LEAST 12'ABOVE 6RADE. U) :....... .. ..... ............................ ,SERE A/�o LEFT 51 DE ELEVATION R 1 OHT 51 DE ELEVATION (BREEZEWAY 51 DE) 2020 MEL,-R3►2.2.1 qQ_ - r�yF� , 3/lb, = I-03 I = V-0, IN PHELLIN19 ABOVE THE FINT5,WHERE THE TOP OF THE ISHED FLOOR AND GREATER ILL OF AN THAN T2'ABOVE R G OPERABLE WINDOW OPW%15 LOCATED LE%THAN 24' Q THE FINISHED GRADE OR 09HER SURFACE BELOW ON TIE LU y UNIT110 EXTERIOR OF TIE BUI THE TIE OPERABLE MBNDOW SHALLcoM>PLY WITH ONE aF TrE FOLLOVIN6, U NUNIT 1101 OPB•INff THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE TO PASS THROUGH THE OP151IN6 IN 1T5 LAR6EST OPENED 023810 F&L PREVENTION"CIES THAT COMPLY WITH ASTM F 2090 ❑ �pF N MODEL Al (HOLLY) MODEL Al (HOLLY) (THE WINDOW OPENING GO OROL DEVICE AFM R OPERATION TO RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO ............ .... ................ .. ..... . FUIY OPEN,SHALL NOT RI'ma THE NET CLEAR OPENING OB NUMBER AREA OF TIE WINDOW UHT TO LESS THAN 5.15MARE FEET. w2016023 UET CL�[JSTER = SHEET NUMBER UNITS 109 (MODELAl )) ELEVATIONS 110 (MODEL Al ) c/) WAI w 'I 0 COPYRIGHT GRCH ARCHITECTURE: P.C. 2017: ALL RIGHTS RESERVED H Z W �I A U r U c c A O � AI-b AI-b AI-b AI-b p r ' O W rn z .� U 4-d =3 co U DIRECT VBdT HFATIN6 EQUIP. L APPLIAu z FARAW-E APPLIANCES 12'$" IS'6" q'6' 14'-8` 14'8' q'6' 15'-b' _ • U ' N SHALL BE INSTALLED ED WITH THE I 12 6' E N} aEARANCE9 FROM UNPROTECTED AI.I DIRECT VENT NFATIN6 EQUIP. U) N Z INDIWME5CATED ON ABLE PPLIANCE E iABEi INSTALLED NTH U �THE 0fEG1f® x - M NO THE NnE APPLIAN5 APDL BE S ALLED N APa I = � atn•- rn INSTALLATION INSTRUGT10N5. C M 16TIBLE MATERIALS AS U o cn d' M LINE OF REAR C+IEEK INDICATED ON THE APPLIANCE ILABM U_ � co UNE of REAR GHEi�C WALL o I1NT l09 1'-0" INSTALLATION IN ATION INSTMANLF�)CTION5. ❑ M co M `' WALL 0 UNIT 109 ;ztj 2 a 4 6 5'2` 4'-4'M.O. 5'2' 5'72' 4'-4'MA. v FDI as 1z 2 0 FDI o 1 o z TYP CAL PORCH SLAS zb I iµ? I FDI Ln m •r PL.SLAB(MRL 3500 PN c") O 0 2 :p 2 5 5 I RBN'ORC.ED WITH 6x6,10/10 KKK V FDI FDI wNDOW •TAMP I FILL To q5%DB617Y � o g HD b O HD 8" 151-10' p p^ 10'-8' 0' W m 8 -= _ - 12 FLOOR JOISTS I z TYPIGAL PORCH SLAB = _ J •4'P G SLAB MRL 3500 P51 GONG) m FDIsk I 2 (2J 2X10 P.T. 0 16'OL. O p F43WMCED KTH 6x6,10110 WWM I ?a: wNIPOW �— in 4'HOE JOIST V •TAMP t FILL TO qs%DB511Y .q"' FDI 10' 13'-0" 10" I o 2'x 10' SEAT.TA.SEAT Of Ib" 8' "m O o 2x12 eFLOOR JOISTS mr- - - w SLAB SEAT ELEV-(-II'-I�' II I O 10" 10'-8" 15'-10" NOLL II 2x12 FLOOR JOIST, `V - - - ° FRESH AIR FDI 4'WIVE JOIST SEAT. .r � - - MT TO MEiGH t5G[11P 0 Ib'O.G. 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BATTS (2) 'XIO' 6 21X12'G.J. 12W H16H Y GEIUN6 Q e Ib'OL. BEDR OM#2 w LINE OF Iq ;o (2)2Xb 5 41W-L :r 2 P FLOOR FOYER U'148 26 MIL Mr ABOVE � � 4 © 2016 TR U 45 MN FIRE10 m Cf21 RAZED W/SHF :a.1B 4" 21'6' 4" IT 2' 6 2'-0" II'6' 6' T0 q'-0'W HTQCLOSING DEVICE 21X12'G J. 2 DH 2 -0'CEIL. 2050 DH AI 612'-0'HIGH Y CEILING ,M #2 a Ib oL. _ _ G R EARA 9 a t' HD Hr k it 1/ VL (2)2X6 fl 9 •4'P.G. R'AN.Moo PN GONG) )a COVERED 0 T-0' v CIL. ' L J WI HTH 6x6,10110 WWML " 0 PORCH n O �_ �— ° © lo' ARE t6 TOWARDS DOOR r 2016 TR 6• 4"�21 6' B TI'2' 4' 21 6" 4' CAST COL" #46 MV Or TYPE' 6YP BD ON 6ARA6E iy _ _ 21X6 HDR AI b 2050 DH 8,-0, 0 2050 'fi BO FLA1 GAP t BASE( A9 1YPEt'X'GYP ED ON NT OF GE LINS " vH `' 0 7'-0•HD HT g TWD GAR RAGE EGO -GOF T WINS 5P c "O N KNA 5 TO 3080 EXT NSUL DR MV L. - J L_ J 1' COVERED �� " ) •4'P.G.SLAB(MIN PSI GONG) � BE W/ IT KIT 6ARASE (2)18'NOEL16HT5 DI �P PORG14 " v W FORcm HTH 6xb, 0 Krug - � (?J to TR " I •Tov S E I-OPE eARASE SLAB OW 2, p N 10 SQUARE I5t6 PIMA G T (2) DH b +� I 2 'HDR P _ _ �3)2X1 _ _ fr TYPE•x'GYP BD ON v b D/21 19 #46382 W!SQUARE Iii ci 6 ci - P — `� WALI5 4 CEILING cv H M o cli 106 M TYPE'X'6 M BD ON OF Di pI T GAP L BASE(OR EGTU D N N M co N la ° 3080 EXT I DR W/ BE L - J I. - _j (2)18'51 16H15 6AR 6 SPACE GO4ltON TO C.OLIIPIM TO DI _ 6AxA6E I Iq 6070 OH 178 :o DED W/SPLIT KIT (2) OTR 4 (3)13/41X4 I/2'LVL b (2) DH 0'SQUARE HBt6 PERMA AST - COLUMN 046382 W!5QU Iq D/21 )13/4k a I/2'LVL N D/21 4 FLAT GAP 4 BASE(ORE AL) DI DI -CORNER COLUMN TO BE D/21 19 80'10 OH DR fl 4 DI DI LINE OF FRONT 4 FRONT WAIL 0 PROVIDED W!SPLIT KIT I W t D/21 6ARA6E (3)13/41X q L)2'LVL HDR I I 8010 OH DR fl pl DI GARAGE WALL 0 UNIT TIO Q I 1(3)13/4k a I/2'LVL H 4 °nl - Dnl 0 0 0 0 0 0 - DI Iq cn to S9 cn cn co DI DI T�1 DESIGN N®v U35,1.11 2'-4• b'-4' 6'-4" 2'-4' 1'-8' 8'-0"fLO. I'6' I'3' 8'-0'iRO. I'-T R.O. I'-5" I'6' 8'-0"R0. I'8' 2'-4' b'4" b'4' 2'4" 3'7" 3'-l' WALL RATING- I ISR. cn FINISH RIFTING- 23 MIN. o 3'-10' 3'-10' N 0 14'-10' M'-l0' M_2' AI.I 54'-2' 12'-0"BREEZEWAY 54'2' :'. A G ® I HOUR RATED EXTERIOR G , , 11 � 1 / �/ I��y,1� l` w M AI 6 Alii AI-GMs. ?a 1 -lati rl�.kl A1-6 BEARING F�1 A55EMBLY-5EE DETAIL: A9 FIRE SIDE OJ m 1`'!} 6 ww o UNIT I 10 UNIT 109 HORIZONTAL SECTION w o = a Z O v o MODEL Al (HOLLY) MODEL Al (HOLLY) 4 I.WOOD 511bS-NOM 2 BY 4 IN SPACED Ib IN.Or.MATH TWO 2 BY 4 IN.TOP AND ONE 2 BY 4•IN.BOTTOM PLATES.STUDS W LATERALLY-BRAC.EU BY WOOD STRUCTURAL PANEL 5F�ATHIN6(ITH�15).WAN MINERAL AND FIBER BOARDS•OTB�15A)ARE � � �r COHLSIOEI EW AS BRACING FOR THE STUDS,THE LOAD 15 RESTRICTED TO lb%OF ALLOWABLE)AXIAL LOAD.W 115 EFFECTIVELY FIRE FIRST FLOOR PLAN STOPPED AT TOP AND BOTTOM-%WALL ❑ FIRST FLOOR PLAN 2 GYPSUM BOARD•-ANY CI.ASrIFIED 5/8 IN.THICK,4 FT WIDE,APPLIED VERTICALLY AND WAILED TO STIRS AND BEARING RATES 7 �/1 IN.OG HTH 60 CEMENT-COATED NAILS,1-1/6 IN.LONG WITH 1/4 IN.DIAM HEAD. �+ 3/16"=1'-O" 3.JOINTS AND NAILHEA S-MOT SHORN)-KNIBOARD JOINTS COVERED WITH TAPE AND&INT COMPOUND.NAIL HEADS COVERED Iii V 3/16"=1' 0" LIVIN6 AREA= 1,610 5Q. ET. LIVING AREA= 1,610 SQ. 1=T. •W4,BAnS ELMMV-MIN RAL 195M OR GLASS FIBER IWALATION,33/8 IN.THICK,PW65M FIT TO FILL WALL CAVITIES TH JOINT COMPOUND. � GARAGE AREA= 486 5Q. ET. BETWEEN STUD5 AND PLATES.MINERAL FOR IN'ULATION TO BE UNFAGED AND TO HAVE A MINI M61TY OF 3 PGF. 95 FIBER GARME AREA= 486 50. ET. INSULATION TO BE FACED MATH ALUMINUM FOIL OR KRAFT PAPER AND TO WAVE A MIN DEN511Y'OF O.a PGF MIN R-13 NRMAL. COVERED PORCH AREA- 364 5Q. ET. GOVERED PORGH AREA= 364 5Q. ET. INSULATION TRATIN6). z z LI I S.WAOD 51RLGTURAI..PAPE.SHFATHNS-MIN 7A6 IN.THICK,4 FT HDE WOOD 5TRUG'NRAL.P)ANEL5,MIN GRADE Y.-D'OR'5HEATHN6'. Q Q INSTALLED NTH LONG 1711, 10N OF SHEET(STRENSTH AXI5)OR FACE 6RAIN OF PLYWOOD PARAMEL WITH OR PERPENDICULAR TO Z U 5TUD5.VERTICAL JOINTS CENTERED ON STUDS.HORIZONTAL.JOINT5 BALKED NTH NOM 2 BY 4•IN.WOOD BLOGKIN6.ATTACHED TO (D 0 0 cn STUDS ON EXTERIOR SIDE OF WALL WITH 60 CEMENT COATED BOX NAILS SPACED 6 IN.OG AT PERIMETER OF PANELS AND 12 IN.OG - ALDN6 INTERIOR STUDS. ....... ...... ......... .............. LLJ b EXTERIOR FAaM-INSTALLED IN ACCORDANCE HTH THE MANUFACTURERS INSTALLATION INSTRUCTIONS.ONE OF TIE=FOLLOWIN6 EXTERIOR FACIN9515 TO BE APPLIED OVER THE 5HEATHIN6: Q ,`�Et D ARC G.WOOD 5T,4ZTL RAL PAINS OR LAP SIDIN6-APA RATED SIDIN5,EXTERIOR,PLYWOOD,05B OR COMPOSITE PANES NTH VENEER ���?�p0 RT Ch��y�j�� 2020 NYSRG-83122.1 FADES AND ,ZAL WOOD COM PER PS I 6ROOVED AND LAP 51D AOR APA STANDARD PRP-108,INGLLbIN6 TEXfAA2FiD,ROU6HI SAH{MUM DENSITY IN 0H3LIN5 U IT%HE3RE THE TOP OF THE SILL OF AN OPERABLE HNOOW OPB•NN6 5 LocATED LESS'THAN 24'ABOVE THE FINISHED FLOOR AND sREArER THAN l2•ABOVE THE NOTE: WOOD SPC-GIFIED IN UL'RATED DESIGNS ARE MINIMUM SIZES.L.AR6ER DIMEN510NAL FINISHED GRADE OR OTHER SURFACE BELow ON THE EXLERM OF THE BULDIN6,THE STUD CAN$E�JUB�TITUTED. OPERABLE WINDOW SHALL COMPLY NTH OPE OF THE FOLLOWING: •oPHUNSS THAT MLL NOT ALLOW A 4 INGH DIAMETER WHERE TO PASS THROUGH THIN: NOTE: UL X356 15 IN COMPLIANCE WITH FtRE=RE515TIYE-RATINE{r AN51NL 63 AS P132R302 � � �, 02 13 OPENN6 IN ITS LAR6E5T OPENED POSITION MULTIPLE LVL GIRDER GONNEGTION5: .FALL PRE`MMON DEVICES THAT COMPLY MTN ASTM F 2OW t FOR ALL MULTIPLE LVL 61RDER�i,LAG BOLT mN HNDow oPBNING coma DEVICE AFTER OPERATION To RaEASE THE 60"a �F N Ev' n : : :� DEVICE ALLOWING THE NON TO FULLY OPE),SHALL NOT REDUCE THE NET CLEAR ONE HOUR RATED EXTERIOR 1 TOGETHER W/ 1/2 BOLTS® 2-0OL.,2 MIN, oPE INs AIS,,OF THE NNOON UNIT TO LESS THAN 515aW E FEET. FROM TOP 4 BOTTOM, 4 MIN.4" FROM ENDS WALL RESISTIVE ASSEMBLY JOB NUMBER �s. A- 3— 2020 NYSEI:GG SECTION R 40331 2020 NY5RC-6242•).8(503.8) w 2016023 GENERAL GONTRAGTORS AND SUBGONTRAGTORS TO VENTING SYSTEM TERMINATION LOCATION: NOTE: E' -EXHAU5 IFAN, -SUPPLY AND RETURN DUGT5 IN ATTICS SHALL 13E INSULATED TO A MIN.R-8 2020 NY5EC4Cz 5EGTION R 402410: SHEET NUMBER REVIEW,NESE CT AM lRE ON DOCUMENTS UPON RECEIPT THE VENT TERMINAL HOUR DIRECT VENT APPLIANCE LKTHOC TE AT UNITS 109 (MODEL Al ) & DUET CLUSTER PROVIDE 5'RAY NOTE: HD= HOLD DOWN FROM ARGHITI=GT AND REPORT ANY AND All AND DUCTS OUTSIDE THE THERMAL ENVELOP SHOU..D BE MIN.R-6. AN APPROVED HERS RATER TO - NOT'E N' NOTE ": 50 GFM INTHRMI1lH'!T OR OF IOp00 BN PER HOUR C�^U OR LE5G SHAD.BE LOCATED AT LEAST 2 • ALL WINDOWS SHALL BE STAIR MANUFACTURER TO VE-516N 5TAIR5 TO ® CFM -SEALING 15 MANDATORY FOR DUCTS,AIR HANDLERS,AND FILTER BOXES. PERFORM AIR INFILTRATION,DUCT O FROM ANY AIR OPE IN6 INTO A BUILDIN5,AND SUCH AN APPLIANCE Wn ALL DRYERS r0 BE VENTED FOAM INSULATION IN D15GREPANGIE5 INCLUDING ANY DIME`.N5IONAL CONFLICTS' wr aw PER TO OUTSIDE AIR PER CODE MEET ALL APPLICABLE CODES AND TO IMMEDIATELY TO ARGHIIEGT FOR CORRECTIVE --101NT5,5EAM5,AND GONNEGTION5 5HALL COMPLY WITH SECTION M-1601.4 LEAKAGE,AND GOt�U5110N SAFETY �BE �PER �VENT��ON GARAGE GEILIN6® ANDER5EN 200 5ERIE5 OF THE 2CII5 IRC. ,E5T1N6 AND PROVIDE A WRITTENI10 (MODEL Al ) FIRST FLO1OR PLAN z •ALL WASHER TO BE REPORT ANY DISCREPANCIES AND CONFLICTS CO2 AND AN APPLIANCE WITH AN INPUT avt�R sopoo 81u PER HOUR SHALL HAVE PROVIDED NTH DRAIN PANS LOCATION OF ® CARBON MONOXIDE MEASURES PRIORI GON TALL 13E C DO NOT SCALE -DUCT5 5H&L BE PRE55URED TESTED TO DETERMINE AIR LEAKA6E BY REPORT OF INE RE5ULT5 AT LEAs✓A 12 INCH VENT T�MNATION aEARANC.E.THE BOTTOM OF THE 0 A3 TO THE ARGHITEGT PRIOR TO STAIR FABRICATION. �'TEMPERED DETECTOR DRAWIN65.DIMENSIONS SHALL BE GALGULATED AND BEDROOM ABOVE 6lAZ1N6 NEVER 5GAL®lR�l_E55 OTHERWISE NOTED. ROUGH-IN TEST AND A WRITTEN REPORT OF THE RESl11.T5 SHALL BE SIGNED VENT��AND THE AIR INTAKE SHALL BE LOCATED AT!.EAST 12' w �p SMOKE DETECTOR BY THE PARTY CONDUGTIN6 THE TEST AND PROVIDED TO THE CODE OFFICIAL. p COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED z C ' W r'�1 E U N O /A G G A ""Ir 1 Alii AI-6 AI-6 V �- z ^ ' }/ L t, >O 28'2' II'-10' 12'-2' 12'2' II'10' 28'2" z (� co Lo O L x c) V Q � o f6 v M II'-0'PL.HT. m a © I HOUR RATED EXTERIOR — II' BEARING WALL A55EMBLY-5EE DETAIL: e II'-0'PL HT. ° z u'-0'PL.HT. N'-0'PL.HT. MW j o I go71:5 0 I III III 0 ® —7 R TEE= — I II'-0'PL HT. I o zo (2)2'Xb' o — - - - - I Sas DH � AI.I — — q'-0'PL.Hr. �II� III LL. Ln W HT III III " — _- _— _ _ _ _ 0 I 2x6 w 0 Ib' I O l � J c2n'Xb' � =�- - =JJ I z I III II b. a'-0'PL.HT. — — — — — — — 1'6' 4 w oH. I I � a'-0'GEILN6 4 � � I LE w e Ib•oc. I I I I BEDROOM #3 21 L� _ __ — — 9 I I I I I i ,, b+ 5'-4' 4' 5'-4' 4' f3 to I-1 4 T-O'CFIuN6 BEDROOM #3 I I I 1 1 I I I I I 0 II 5'-4• 5'-4• (3)2XIOI ® � 10 ti I I I o Zell 3 3e'Ht6H — I I I I °° C� RAILING J J b. N Lz'-10' Sb'HIGH u'-0'PL Hr. I I a ,OFT ON 14R RAIUN6 I I �— —r��� �. 12'-l0' b. LCA � JEFZ�4'-O'AuN6� — q'-0'cauNS , . —I — `� — — ON I4R LOFT // I u-0 PL.Hr. I �— _ _ _ I b" C _� �- � � �- _ I i i r– —I I �, \ �� � — — UPPER GREAT - =J I I i I o - F(T) ROOM �� I z U `{ ? 9-0 GEILINS ®EF I I I �L-- iI / I _ ATH I �J INT 5%PRTN I I D 4' b' I L — — — J \ / \ UPPER GREAT — — — n I F- — — — —I I I I I p — — — ROOM (wc / I I I I I I a'-4" 4', �' I u'-0' � r4-,b. 114' I0 11'-0 PL.Hr. II II — - - - — � I INT BR6PRIN — ��— - - - - - - - - - - I II III � I II / ❑ ❑ ROOF BREAK o I I I I Imnllm D I I GL62ESTORY WALL I L 5 Y, 14-LVL 611WER — J 4'I I 4'-b' b" �' II'-0' D I 2�` 4' 9'-4' I I --I� II'-0'PL.HT. 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FT. `� 9 23W� O OF NE�� ©_ I HOUR RATED EXTERI0RBEARIN6 AILL J ASSEMBLY- SEE DETAIL e UMBER 122 w 201602 3 2020 NY5RC- NOTE: ENGINE FRED.101ST EF =EXRAU5T FAN, 6ENE�L GO T AND`- NTRAGTORS TO ONE AND TWO.ONOXIDE ALARM IN NEW IN°YB L1N6 UNITS'WfrRE THE TOP OF THE 5111 OF AN OP�ABLE WINDOW OPENIN615 LOGAiH�LEb 1HAN UNITS 109 (MODEL Al ) 8� DUET CLUSTER 5o CkM INt�11TTENr OR REVIEW Pf5E GONSTRUGTION DOCUMENTS UPON REGEIPT F/ LY DW9 LINes, 24'ABOVE H E FINISHED FLOOR AND 6N6,TIE THAN 13L ABOVE TFC FALL COI GRADE OR E OF 5URFAGE ¢ SHEET NUMBER 5HALL NOT BE GUT, NOTE ': HD= HOLD DOWN MULTIPLE LVL GIRDER GONNEGTION5: TOWNHOUSES AND DW311NB UNITS IN BELOW ON THE EXTERIOR OF THE BUILDING,TtE OPERABLE WINDOW 511ALL CAMPLY WITH ONE of THE N0-E= ® 20 GFhi FROM ARCHITECT AND REPORT ANY AND ALL 6RO R-2 BIILDIN%(60005 1 FOLLOWING, NOTCHEP AV HOLES TAIR MANUFACTURER TO DE516N STAIRS TO FOR ALL MULTIPLE LVL 61RDER5,LA6 BOLT D15GREPANGIE5 INGLUDIN6 ANY DIM EN51ONAL GOWLIGT5, CO-OPS)ANC UNITS O�FOR� • RSEST o THAT WILL NOT ALLOW A 4 INCH DIAMETER 5FtERE TO PA55,NROUGH THE OPENING IN ITS I10 (MODEL Al ) SECOND FLOOR PLAN Z ALL WINDOWS SHALL BE „ „ LARGEsr oPEra�POSITION. 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