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Home My WebLink About45727-Z suFfock �o coG Town of Southold 5/14/2022 P.O.Box 1179 o _ 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43077 Date: 5/14/2022 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 34 Harvest Pointe Ln Unit 94, Cutchogue SCTM#: 473889 Sec/Block/Lot: 102.1-2-38 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/7/2021 pursuant to which Building Permit No. 45727 dated 1/26/2021 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 attachedara egas applied for Unit#94 The certificate is issued to Rimor Development LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0148 11/24/2021 ELECTRICAL CERTIFICATE NO. 45727 4/29/2022 PLUMBERS CERTIFICATION DATED 4/202022 All Suffok Plumbing Contras ors Inc n nL, Aut zed iNature ' TOWN OF SOUTHOLD ��oyoSOFfOI. coGy BUILDING DEPARTMENT ca z TOWN CLERK'S OFFICE °�y • o� 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#: 45727 Date: 1/26/2021 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. (Unit #94, A-1 model) At premises located at: 34 Harvest Pointe Ln Unit 94, Cutchogue SCTM # 473889 Sec/Block/Lot# 102.1-2-38 Pursuant to application dated 1/7/2021 and approved by the Building Inspector. To expire on * 7/28/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,133.20 CO -NEW DWELLING $50.00 Total: $2,183.20 Buildi s pF SO(/jy®l 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.deviin(aD-town.southold.ny.us Southold,NY 11971-0959 olyC®U�e�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Rimor Development LLC Address: 34 Harvest Pointe Ln Unit 94 city:Cutchogue st: NY zip: 11935 Building Permit#: 45727 Section: 102.1 Block: 2 Lot: 3$ Was Examined and Found to be in Compliance With the NEC 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 63 Ceiling Fixtures 20 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 Single Recpt Recessed Fixtures 23 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt elec Ceiling Fan Combo Smoke/CO 4 Transformer UC Lights 1 Dryer Recpt 30A Emergency FixturesTime Clocks Disconnect 2 Switches 37 4'LED Exit Fixtures Pump Other Equipment: Fridge, Double Oven, DW, Cooktop, Hood, W/D, Septic Disco, 150A Panel 30 Circuit 27 Used Notes: Two Story w/ Unfinished Basement Inspector Signature: Date: April 29, 2022 S.Devlin-Cert Electrical Compliance Form df� 1A Town T1al!Annex Telephone(631)765-1802- 54375 Villain Road Fay(631)765-9502 P.O.Box 1174 1 �j Southold, Sou NY 11471-0959 BUILDING DEPJU.T-IN EE N T A pp, 2 5 2022 �E110.T :F1CA T Q'PT vF'yv; Date: � D. t�.ildinG 'erniTIu. _ 9 ___( �, �y W U L 1�� (Tease print) _P 1 unn be F: A_� isw� =ease print' ! ir:;r td y uiat the solde?' used In the water supply syste?n contains lesstl?an 2/10 of 1% �v ---- (_11_u bers Signature) S vvor l tb before'ilio this Vr` day of /�-�_'' 20 ANNA MORITA Notary Public,State of M,ew York i�Iotar;% Public, Reg.No.01FIS36838 C:ciunh Qualified in Suffnik Count Commission Expireq;_-1 CONSENT TO INSPECTION the undersigned, do(es)hereby state: Owner(s)Name(s) That the undersigned (is) (are)the owner(s) of the premises in e T awof Southold, located at U L which is shown and designated on the Suffolk County Tax Map as District 1000, Section 1W,01 ,Block 01 Lot 038 . That the undersigned (has) (have)filed, or cause to be filed, an application in the Southold Town BuildirLg Inspector's Office for the f llowing;, � V That the undersigned do(es)hereby give consent to the Building Inspectors of the Town of Southold to enter upon the above described property, including any and all buildings located thereon,to conduct such inspections as they may deem necessary with respect to the aforesaid application, including inspections to determine that said premises comply with all of the laws, ordinances, rules and regulations of the Town of Southold. The undersigned, in consenting to such inspections, do(es) so with the knowledge and understanding that any information obtained in the conduct of such inspections may be used in subsequent prosecutions for violations of the laws, ordinances, rules or regulations of the Town of Southold. Dated: ( inatr ) y (Print 1111 e) NO (Signature) (Print Name) o� o # # TOWN OF SOUTHOLD BUILDING DEPT. `y�uxn ' 765-1802 INSPECTION OUNDATION 1 ST - [ ] ROUGH PLEIG. [ FOUNDATION°21SID` [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] "FINAL [ ] FIREPLACE:& CHIMNEY [ ] FIRE SAFETY INSPECTION [ "] FIRE RESISTANT CONSTRUCTION [ ]-FIRE RESISTANT PENETRATION [ ] ELECTRICAL-(R OUGH) [ -] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 0C- V D vkID k - DATE INSPECTOR o� °l f #rzjf so TOWN OF SOUTHOLD BUILDING--DEPT. lycou765-1802 INS PEC _ - ION [ ] FO NDATION 1ST [. ROUGH PL13G. [ ] OUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY � [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) , [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 'DATE INSPECTOR OFSOUTyO� 77 -r 14 # # TOWN OF SOUTHOL6' WILDING DEPT. 47/y °`ycournv ' 765-1802 INSPECTION [. ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY-]NSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT-;PENETRATION -M ELECTRICAL (ROUGH) [ ] ELECTRICAL'(FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: E- e DATE INSPECTOR - �° pf SOblyO� # # TOWN OF SOUTHOLD BUILDING DEP . °�ycournr '`� 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ,] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ];' FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION ' [. j. FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATEINSPECTOR SOUIyO� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ r- INSULATIOWCAULKING UGH PLBG. FOUNDATION 2ND [ ] F MING /STRAPPING [ ] FINAL [=LACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION - [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] .ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: no �wte� Dv� 9, �M_ Mo�v__ :�cm - z �v ID 4. ��m0000r 161V A- I S DATE 10 y1 INSPECTOR �a0FS0UTyO S�l�' �� .--- �/ yV �o 9T y * * "TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm,a�' 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 ril PRE C/O REMARKS: cc-c- k 0� DATE ' INSPECTOR SOUTyO V 41Y q # TOWN OF SOOT OLD BUILDING DEPT. 765-1802 INSPECTION. [ . ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] ULATION/CAULKING [ ] FRAMING /STRAPPING [ IFINAL [ ]' FIREPLACE & CHIMNEY ` [ ] FIRE SAFETY INSPECTION [ ] FIRE-RESISTANT CONSTRUCTION [ ]° FIRE RESISTANT PENETRATION [ '] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O RE ARKS: VL 4v DATE �� INSPECTOR Manual S Compliance Report Job: wrightsoft, Date: April 07,2022 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Project • • For: Unit 94-34 Harvest Pointe Lane, Cutchogue, NY 11935 Cooling Equipment Design Conditions Outdoor design DB: 83.0°F Sensible gain: 17582 Btuh Entering coil DB: 76.0°F Outdoor design WB: 71.0°F Latent gain: 3500 Btuh Entering coil WB: 63.5°F Indoor design DB: 75.0°F Total gain: 21082 Btuh Indoor RH: 50% Estimated airflow: 800 cfm :n Manufacturer's Performance Data at Actual Design Conditions �J Equipment type: Split AC A P ft 2 5 2022 Manufacturer: Generic Model: SEER 16.0' Actual airflow: 800 cfm Sensible capacity: 16800 Btuh 96% of load _ Latent capacity: 7200 Btuh 206% of load �;TJT �' ° Total capacity: 24000 Btuh 114% of load SHR: 70% 10)�WR G_^C,O'FU -7'1011 D Heating Equipment Design Conditions Outdoor design DB: 10.0°F Heat loss: 46217 Btuh Entering coil DB: 63.1'F Indoor design DB: 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas furnace Manufacturer: Generic Model: AFUE 92 Actual airflow: 875 cfm Output capacity: 48000 Btuh 104% of load Temp. rise: 50 °F Meets all requirements of ACCA Manual S. - `lr wrightsof- 2022-April-07 16:43:43 ,ti�tiy Right-Suite®Universal 2016 18.0.32 RSU20066 Page 1 Arm...Model Al MAN JSD1Rimor Model Al MAN JSD JA.rup Calc=MJ8 Front Door faces: W Residential Plans ExaminerReview • Form RPER 1 ACCP.. for HVAC System Design - 15 Mar 09 wro�rogoam�msdr«rra� Header Information Contractor: Energy Testing Services LLC REQUIRED ATTACHMENTS ATTACHED Manual J1 Form(and supporting worksheets): Yes ❑ No ❑ Mechanical license: or MJIAE Form*(and supporting worksheets): Yes n No n OEM performance data(heating,cooling,blower): Yes F-1 No 7 Building plan#: Manual D Friction Rate Worksheet: Yes F-1 No Duct distribution sketch: Yes F-1 No F1 Home address(Street or Lot#,Block,Subdivision):Model Holly A1, Cutchogue, NY 11935 HVAC LOAD CALCULATION (IRC M1401i3) Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature: 10 °F Orientation: Front Door faces West Indoor temperature: 68 eF 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 Blinds,dra pes,etc. E.Ve Latent heat gain: 3977 Btuh Depth Window Total heat gain: 23957 Btuh Number of skylights: 0 HVAC EQUIPMENT • ,1 Heating Equipment Data Cooling Equipment Data Blower Data E uipmenttype: Gas furnace Equipmenttype: SplitAC Heating cfm: 875 �umace,Heat pump,Boiler,etc. Air Conditioner,Heat pump,etc. Cooling cfm: 800 Model: Generic Model: Generic Static pressure: 0.60 in H2O AFUE92 SEER 16.0+ Fan's rated external static pressure for design airflow Heating output capacity: 48000 Btuh Total cooling capacity: 0 Btuh Heat pumps-capacity at winter design outdoor conditions Sensible cooling capacity: Q Btuh Aux.heating output capacity: 0 Btuh Latent cooling capacity: 0 Btuh HVAC DUCT DISTRIBUTION .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=(TEL x 100) I declare the load calculation,equipment,equipment selection and duct design were rigorously performed based on the building plan listed above. I understand the claims made on these forms will be subject to review and verification. Contractor's printed name: Contractor's signature: Date: Reserved for County,Town Municipality orAuthority having jurisdiction use. *Home qualifies for MJ1AE Form based on Abridged Edition Checklist -1110-wrightso¢t- „„„ Right-Suite®Universal 2018 18.0.32 RSU20066 Load Short Form Job: -�- wrightsofte Date: April 07,2022 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Project • • For: Unit 94-34 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 Clg 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. -�- wrightsoit" 2022-April-0716:43:43 rRight-Suite®Universal 201818.0.32 RSU20066 Page 1 �iC11...Model Al MAN JSD\Rimor Model Al MAN JSD JA.rup Calc=MJ8 Front Door faces: W Bath 2 45 1098 311 23 15 Bed 3 129 2619 1428 55 67 Loft 127 1035 539 22 25 Entire House 3788 41896 16986 875 800 Other equip loads 4320 596 Equip. @ 0.88 RSM 15472 Latent cooling 3500 TOTALS 3788 46217 18972 875 800 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. * wrightsoft, 2022-April-0716:43:43 nwi. 119111,t:S,�_ Right-Suite®Universal 2018 18.0.32 RSU20066 Page 2 �iCi{i...Model Al MAN JSD\Rimor Madel Al MAN JSD JA:rup Calc=MJ8 Front Door faces: W Project Summar Job: wrightsot Date: April 07,2022 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Project • • For: Unit 94-34 Harvest Pointe Lane, Cutchogue, NY 11935 Notes: Design Information Weather: Suffolk Co.AID, East Quogue(15lip 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 Biuh 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(ft2) 3788 3788 Equipment latent load 3500 Btuh Volume(ft') 28430 28430 Air changes/hour 0.32 0.1.4 Equipment Total Load (Sen+Lat) 18972 Btuh Equiv.AVF (cfm) 150 66 Req. total capacity at 0.70 SHR 1.8 ton Heating Equipment Summary Cooling Equipment Summary Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16.0 AHRI ref Coil AHRI ref Efficiency 92AFUE Efficiency 12.8 EER, 16 SEER Heating input 52174 Btuh Sensible cooling 16800 Btuh Heating output 48000 Btuh Latent cooling 7200 Btuh Temperature rise 50 °F Total cooling 24000 Btuh Actual air flow 875 cfm Actual air flow 800 cfm Air flow factor 0.021 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.83 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrligF�tsofY° 2022-April-0716:43:43 ti ...»- .w_,....,.., Right-Suite®Universal 2018 18.0.32 RSU20066 Page 1 CA...Model Al MAN JSD\Rimor Model Al MAN JSD JA.rup Calc=MJ8 Front Door faces: W N Second Floor Bed 3 81 cfm 129 cfm 30 cfm Loft 6x16 p Riser E Ret Riser 28 cfm 10" 6x16 _� 2 Stair Up ,lob#: Energy Testing Services LLC Scale: 1 : 106 Performed by Energy Testing Services L... Page 1 Unit 94-34 Harvest Pointe Lane, 1648-A Locust Ave Right-Suite®Universal 2018 Bohemia,NY 11716 18.0.32 RSU20066 Cutchogue,NY 11935 2022-April-07 16:43:59 ...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 Breakfast Area 01 dm L51 Cfm K82 dm &182 frn Master Bath Master Bed L99 cfm �- dm. IQtchen Living Room Nall Scher WIC 1 L16 cf undr� m WIC 2 12 Rath 1 7 dm Stair '.Foyer. Bed 2 Garage L91 dm Job#: Energy Testing Services LLC Scale: 1 : 106 Performed by Energy Testing Services L... Page 2 1648-A Locust Ave. Right-Suite®Universal 2018 Unit 94-34 Harvest Pointe Lane, Bohemia,NY 1.1716 18.0.32 RSU20066 Cutchogue,NY 11935 2022-April-07 16:43:59 SD\Rimor Model Al MAN JSD JA.rup N Basement Make up air 68 rFnn Skuttle Model 2161 262 rfm 14" 6" 8" 8" —x 16 10' . g„ - - - - --��— 38x1 - - - - T10" 6, 5" R6. 4„ 4" Basen ant 26" 8.. up Riser Ret Riser 101, 4 x 16 10" RN M g" 87 dm . 87 drn 87d _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 Unit 94-34 Harvest Pointe Lane, Bohemia,NY 11716. 18.0.32 RSU20066 Cutchogue,NY 11935 2022-April-0716:43:59 ...SD1RimorModel Al MAN JSD JA.rup Duct System Summary Job: - wrightsoft, Date: April 07,2022 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Project Inf• e For: Unit 94-34 Harvest Pointe Lane, Cutchogue, NY 11935 Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.59 in H2O 0.59 in H2O Available static pressure 0.01 in H2O 0.01 in H2O Supply/return available pressure 0.007/0.003 in H2O 0.007/0.003 in H2O Lowest friction rate 0.001 in/100ft 0.001 in/100ft Actual air flow 875 cfm 800 cfm Total effective length(TEL) 679 ft Supply,Branch DetailTable Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln(ft) Trunk Basement h 144 87 8 0 0 Ox 0 MtFx 0 0 Basement-A h 3482 87 8 0.004 8.0 N 0 MtFx 23.8 160.0 st2 Basement-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 wx 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 8.0OX 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 st5 Bold/italic values have been manually overridden -�- wrightsoft, 2022-April-07 16:43:43 Right-Suite®Universal 2018 18.0.32 RSU20066 Page 1 i�iC ...Model Al MAN JSD\Rimor Model Al MAN JSD JA.rup Calc=MJ8 Front Door faces: W Supp y Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR . _ (fpm) (in) (in) Material Trunk st6 Peak AVF 119 129 0.001 236 10.0 0 x 0 ShtMetl st2A st5 Peak AVF 130 111 0.002 238 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 z 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 Cig 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 wrightsof#° 2022-April-07 16:43:43 .,im, Right Universal 2018 18.0.32 RSU20066 Page 2 kc&...Model Al.MAN JSD\Rimor Model Al MAN JSD JA.rup Calc=MJ8 Front Door faces: W % ;(7 Energy Testing Services D 2022 Combustion Safety Testing Form APR 2 5 2022 Certified Home Address: 34 Harvest Pointe Lane City: Cutchogme, Builder Name: Harvest Pointe Builder Tracking# Combustion Appliance Zone (CAZ)# of Location of this CAZ: Basement (Use additional forms if snore th_aii6ne CAZ or if home has multiple heating systems or water heaters) Date of Test: 2022-04-21 Outdoors Temp During Test: 58 OF CAZ Depressurization (NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: N/A ppm Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes E] No Z Net Change: N/A pa. If Yes,Total CFM Simulated N/A (explain in notes) NOTES: Heating System Primary: Yes No❑ Type: Furnace Boiler 7 Heat Pumper Other 0 Ventinktype Draft S SP co co ( Uricieney Fuel Typ -cle T j941W Ch ypef (Pascal) (Worst Case) (Natural. (worst Case) '(�7a_lurao Rgji:ng:95.0NZ PEI OEIEL] N[]N0m[as_Z N/A Pa. Pass[Z]FailEl PassZFailE1 N/A Ppm N/A Ppm Yes 0 Tvve: Standard Tank[LIndirect ElTanklessEl Size: 75.0 Style Common VentEl Writer Heater Primary: No (Gafi—on—S) 4 0 Instantaneous Ocommercial=(See Note 5 below) Stand Alone Z 2 Ventina-Ty J�;: . I Draft Spillage Spillage(Natural) COco Effldenc)� Fuel Type (Circle_ry�e),� (Pascal), (Worse Ease) (Worse.Case) . (Natural) EF: 0.69 NZ P[j 0[:IE_E] NEIME:ISZ N/A Pa. Pass 2]Fail[:] PassoFailFl N/A PPM N/A PPM L Oven Oven is Electric or No Oven Exists ❑I Oven Range Hood Vented to Outside Yes WINo EJ- , Oven CO N/A _PPM Ambient CO(During Oven CO Testing) N/A PPM 1 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 0=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically,Assisted S =Sealed(Two Pipe) NOTE. If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected'is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for alfppliances 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) 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 Rater Signature: Date: 2022-04-22 Horne Energy Rating certificate Property HERS Holly Al - Unit 94 Rating Type: Confirmed Certified Energy Rater: Michael Fauci Harvest Pointe Rating Date: 2022-04-21 Rating Number: MC193 34 Harvest Pointe Ln Registry ID: 988552276 Cutchogue, NY 11935 Estimated Annual Energy Cost Percent HERS Index: 55 Efficient Home Comparison: 45% Better Heating 70.3 Use MMBtu Cost Cost$158 10% General Information Cooling 1.6 $90 6% Conditioned Area 3757 sq. ft. House Type Single-family detached Hot Water 12.0 $13 1% Conditioned Volume 42016 cubic ft. Foundation Conditioned basement Lights/Appliances 24.4 $1165 75% Bedrooms 3 Photovoltaics -0.0 $-0 -0% Service Charges $120 8% Mechanical Systems Features Total- 108.2 $1545 100% Water Heating: Conventional, Naturat'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 125.00 CFM25 2015 IECC UA Compliance, Ventilation System Exhaust Only: 123 cfm, 30.0 watts. 2015 IECC ERI Programmable Thermostat Heat=Yes; Cool=Yes 2018 IECC UA Compliance > J ECCC New York State 2020 c; _0 Building Shell Features " . a =° Ceiling Flat R-37.7 Slab R-0.0 Edge, R-0.0 Under Y 1 � IV C i'� Sealed Attic NA Exposed Floor NA $ Vaulted Ceiling NA Window ype U-Value: 0.290, SHGC: 0.280 N Above Grade Walls R-21.0 Infiltration R to 1864 CFM50 2.66 ACH50 ( ) � ; s oe Foundation Walls R-13.0 Met od Blow door Z _— Michael Fauci i; 1,864 CFM x 60 Min/hr= 111,840 / 42,016= .66 ACH@50 P _ Energy Testing Services -- Lights and Appliance Features 1.648 Locust Ave, Unit E Interior Fluor Lighting (%) 0.0 Range/Oven Fuel Natural gas Bohemia, NY, 11716 Interior LED Lighting (%) 100.0 Clothes Dryer Fuel Natural gas 631-244-2627 Ext. 105 Refrigerator (kWh/yr) 568 Clothes Dryer CEF 3.93 Dishwasher(kWh/yr) 269 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: �— REM/Rate- Residential Energy Analysis and Rating Software v16.0.6 This information does not constitute any warranty of energy costs or savings. ©1985-2021 NORESCO, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. ZP �1 �Y�S�E-7 ARCHITECTURE CHITECTURE PC 3750 EXPREss DRIVE SOUTH jr �:�, _ .QUITE 202 ISLANDIA, NY 11749 WWW.GRCHARCHITECTURE.COM - 689 JJ9J November 14, 2018Xv t Town of Southold ; Building Department 53095 Route 25 1 APR L 5 2022 PO Box 1179 Southold NY 11971 r-fJlTrs, Attn. Ms.Amanda Nunemaker -4�, TK, ��y;�� `, ' `:s:. Plans Examiner P_— Re: Harvest Pointe at Cutchogue Dear Ms. Nunemaker, The following two insulation products noted below have been selected for their flame/smoke spread properties to meet the requirements of the New York State Residential Code for both spray foam and draped blanket insulation exposed in basement condition. Spray Foam Insulation at Rim Joist: Sill Plates Headers and Rim Joist (Residential Code Section R316.5.11 Maximum thickness 3 %" (provided±3") Flame spread index 25 or less and smoke-development index of 450 or less is provided: Provided/Installed Bayseal Closed Cell Spray Foam Insulation report less than 4" (see products sheet) provides flame spread index of 25 or less and smoke-development index less than 450 in accordance with ASTME84. Draped Foundation Wall Insulation Blanket (Residential Code Section R302.10.1 Insulation materials, including facings shall have a flame spread index not to exceed 25 with an accompanying smoke. Development index not to exceed 450. Provided/ Installed: "Ecotouch 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 respectfu ly submi ed, ED ARC obSRT cy yij Glen Cherve• y IA, LE AP Principal r J 0238A 0 SOF NE�� Mg.CHAWICAL CORPORATION HEATING AND AIR CONDITIONING March 11, 2019 U I Michael J. Verity APR 25 2022 LO Town of Southhold Building Department Town Hall Annex Building .: 54375 Route 25 Southhold, NY 11971 Tel: (631) 765-1802 Fax: (631) 765-9502 Subject: Harvest Point Residential Units Dear Mr. Verity Please be advised that the basements of all the residential units at the above referenced project have been included in our Manual J load calculations. Best regards, Louis DeSantis President 20 Feldland Street, Bohemia, NY 11716 a (631) 563-1298 Fax: (631) 563-2954 ' - fr GRCH ARCHITECTURE PC 8750 EXPRESS DRIVE SOUTH SurrE 202 Is1:ANDw NY 11749 WW W.GRCHARCHITECTURE.COM (631)864-3395 April 23, 2021 • Town of Southold A P R 2 5 2022 Building Department, 53095 Main Rd " s' ,t' 1st ! EX-T. P.O. Box 1179 GI.sa QLD, Southold, NY 11971 Attn. Michael Verity Chief Building Inspector Re: Harvest Pointe at Cutchogue Cutchogue, New York Unit No. 94/Permit No. 45727 Dear Inspector Verity: Please be advised that the basements of the above referenced units constructed on site meet the requirements for conditioned space as defined in the 2015 IRC and Energy Code as well as the 2017 Code S unt. ully submitted, ,�ERED ARC �5 oZERT c,,,, y% QX 6 2-c rveny, AIA, LEED AP O�3a E�yO N GRCH ARCHITECTURE PC 3750 EXPRESS )DRIVE SOUTH SUITE 202 �.x ISL ANDIA, NY 11749 W W W.GRCHARCHITECTURE.COM (631)864-3395 April 26, 2021 Town of Southold Building Department J tr�4�L 1 53095 Route 25 f� PO Box 1179 r� Southold, NY 11971 U APR 2 5 2022 Att: Mr. Michael Verity _`7,jmwc-,rk s Chief Building Inspector T0`,:-• - •- `�'�' Re: Harvest Pointe at Cutchogue Screened in Rear Covered Porch Unit#94— Permit#45727 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. Respectfull submitted, D ARC, �`GJ CeERT ChF 'TF CA C9 2.0 erveny,AIA, LEED AP Pri aI (P 9 0238AI T��F NE`Ny CIO IS SCOTT A. RUSSELL �J ,� , MICHAEL M. COLLINS, P.E. SUPERVISOR h; ' . 'TOWN ENGINEER TOWN HALL - 53095 MAIN ROAD :; TOWN OF SOUTHOLD,NEW YORK 11971 Tel. (631)-765—1560 } Fax. (631) 765—9015 Wil' + � k Evll�':iixtftl T(ILLIh'to r0i5 i :Elal'Tll.. f_1 y, . OFFICE OF THE ENGINEER TOWN OF SOUTHOLID Brian Cummings January 6, 2022 Planner Southold Town Planning Department 54375 Main Road Southold, New York 11971 Re: Harvest Pointe— Units 91-94 Chapter 236 Inspection Dear Mr. Cummings: I have inspected Harvest Pointe and determined that the developer has achieved final stabilization for the driveways and the front/side lawn areas of units 91-94. The rear lawn areas of these units have not achieved final stabilization but have been hydroseeded and should be fully stabilized when the grass grows in. 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 four(4) units at this time. If you have any questions concerning this review please do not hesitate to contact my office at (631) 765-1560. Sincerely, Michael M. Collins, P.E. Town Engineer cc: Michael Verity, Chief Building Inspector OFFICE LOCATION- � MAILING ADDRESS: Town Hall AnnexS® P.O.Box 1179 f1T 54375 State Route 25 ,y� � Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Telephone: 631765-1938 Southold,NY P www.southoldtowuny.gov PIAN ING BOARD OFFICIE TOWN OF SOUTHOLD January 18, 2022 Mr. Henry Alia Rimor Development LLC P.O. Box 908 Cutchogue, IVY 11935 Re: Site Plan Inspection, Certificates of Occupancy Units 91 — 94 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# 91 —94 of the above- referenced Residential Site Plan have been completed based on the site inspection made on January 6, 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 four(4) units. Please note that there are many ongoing conditions of the site plan approval, with the most relevant to the occupancy of the residential units being no parking of vehicles, equipment, or dumpsters and no staging of materials on the internal streets being used by residents. These conditions will continue to be enforced. This letter does not condone any changes from the approved site plan and approvals from other agencies. Please call the Planning Department with any questions. Respectfully, a L)'aQ Donald J. Wilcenski Chairman cc: Michael Verity, Chief Building Inspector Michael Collins, Town Engineer 0 /Aft _ ' �j 6" 1 Iii •� � ;i • �. 1 '• ,�. •_ ,:• ,-,. aFP' \ -a` 1.:,._.-. ��y,_y^ -- \�: � C, I b ll� �ac, �OL �Sr7 y; ki 93 y5�a� z _ \ 1 F7 Y • , r. y57�� - r'�-r - V..d y Jk• _ S � 3co U,, �Oqy It Ilii. # u�j137 I .. 7 ,•�':-dam' .".jig '� " ?'ti. � -: _ - __ - - - ..��tiE'�.a •�„`, _ Ail �v''__ �� r. � ,, i ^..� � �.�..� �' ^may :� �p`��~• i I /• ! / i +a .� �. � � .. _ a� - _ ,�. - � � . � �.. _ _ ,;� k"_� fa "" -�.: . ,: . .—. - r�i ,: 1( _ F F.� i _ _ !`_ �►- ��. ��. r, Pf r7, � t TIMP RM t a, Y a« 9 4 b d 1� 4�. Cl Kim rp b� � -own inn 1 y Xg.yj �� T N/ .dam f r � v �� Je Y 1 s^: Fi�, PIJ ILD INSPECTION REPORT D TE COMMENTS FOUNDATION(IST) Z7 rA FOUNDATION(2ND) JLA A { ROUGH FRAMING& - rG PLUMBING a Cy\). a rb 0 INSULATION:PER N.Y. ^� STATE ENERGY CODE vy , v G �. 1-1 qj FINAL. �s m� ADDITIONAL COMMENTS. f 5 0 o r Baa n 0 aZ ko D Nj I I TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold, NY 11971-0959 4 Telephone(631) 765-1802 Fax(631) 765-9502 httt)s://www.southoldtownnv.gov For Office Use Only Date Received PERMIT NO. Building Inspector: 1" A Z 1;1 Applications and forms must be filled out in their entirety.Incomplete applications J A N 2021 will not be accepted. Where the Applicant is not the owner,an owner's Authorization form(Page 2)shall be completed. Date:PERMIT APOUCATTICIN46 "OU11 G_ T, Da R OWNER(S)'OF PROPERTY Name:-,Rimor Development Tax Map#:SCTM#1000- 102.01 - 02- 0 - Physical Aciclress:_3 Lit Am Phone#: 631-678-2667 Email: teamalia65@gmaii.com IQ Mailing Address: CONTACT PERSON Name:Henry Alia Mailing Address: F`0Box 908 Cutchogue, NY 11935 Phone#: 631-678-2667FE teamalia65@gmail.com , DESIGN PROFESSIONAL INFORMATION: Name:GIRCH Architecture Mailing Address:, 3750 Express Dr.South lslandia, NY11749 Phone#: 631-864-3395 Email: 'CONTRACTOR INFORMATION' Name:Rimor Development Mailing Address: F`0Box 908 Cutchogue, NY 11935 Phone#: 631-678-2667 Email: teamalia65@gmaii.com ,DESCRIPTION'OF PROIPOSED',CONSTIRUcriOlhl 7 2NewStructure DAddition ElAlteration EIRepair ODemolition Estimated Cost of Project: ElOther 300, Doc> Will the lot be re-graded? 2Yes El No Will excess fill be removed from premises? E]Yes 2No 1.1111)111OPERTY INF6111MA'Thow Existing use of property: Intended use of property: Condo-resitclential Date of Purchase: Name of Former Owner: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? OYes ❑No IF YES, PROVIDE A COPY. —on-file-with-building department 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 herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to ction 210.45 of the Newyork State Penal Law. Application Submitted By(print na ): Henry Ali 2Authorized Agent ❑Owner Signature of Applicant: Date: 5,STATE 1 -- STATE OF NEW YORK) SS: COUNTY OF Suffolk ) Henry Alia being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the Agent (Contractor,Agent,Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief,and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of- U 2091 AL4zu, --�- Notary ub c SHERRY PIRONE NOTARY PUBLIC,STATE OF NEW YORK PROP I�� IZAT ON conhnusssion Pi S MIA R ton r} 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 ��SUFFO(,�co =�O BUILDING DEPARTMENT-Electrical Inspector Gym o TOWN OF SOUTHOLD COD _ t Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (631) 765-1802-FAX (631) 765-9502 Temporary Certificate # 1 I a D Date 2021 Customer Name C��lCY2 I f UP. Electrician Name m 1 Ue I�1 Address M .i-CU�i S D! �Ln LL U� q Phone e-mail -i eono J 1 q.&5 ej ma I . CDM' e-mail n4(n . C-ie G ° )m Phone License# 37a© P1 E Size I - (� A Phase Overhead Underground #of Meters 9 Remarks #of Underground Laterals C 1 2 New X "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is va' 0 days fro he date ab e. r Authorized by 1' �` � � Y.. 2p2� BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD i, Tevvn Hall Annex -54375 Main Road - PO Box 1179 , � Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerrCc�southoldtownnY4ov— seand@southoldtownny.dov• APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ail information Required) Date: Company Name: x Name: Z t! , License No.: 3 b M_'57 ern il: Address: n . t Phone No..: sAcoi JOB SITEINFO:RMATION (AU'Irnform0on Required Name.: t�(1 C [.t :Address; Int .Cross Street: i l -e: ..L_C Phone No. 31 Bldg Perirut#, 7 �� emailvy Tax Map Oistnct. ; 1000 Sectl4n. :. f3s�� C:zl Biock t7 Lo BRIEF DESCRIPTION OF WORK 'I a- Print.dearly) Circle,A111°ha#Apply: as job ready for inspection?: YES NO Rough In Final Do you need a Temp Certificate?: - ES 0 .- Issued On Temp Informs atton' (Ali information required) Service Siz .1 Ph 3 Ph Size: PERMIT# �ddress: Switches /WV l Outlets II ✓ �� GFI's a; Surface- Sconcesl HH' UCL . . ` Fans FYrdge _ HW : . _.. .. Exhaust I Oven °� W/D 1 Smokes �7 DW _ Mini :. Caebon" IVficro ComY�o q �`. opTransfer — Coo1<t AC r AH Hood Service I *. Amps Have � Used:; . Special... : .,. . D Comments: . SUINT OLK COUNTY DEPARTMENT OF HEALTH SERVICES FOR OFFICE USE ONLY OFFICE OF WASTEWATER MANAGEMENT 360 YAPHANK AVENUE,SUITE 2C,YAPHANK,NY 11980 Health Department Ref.No. (631)852-5700 OR HealthWWM@suffolkcountyny.gov APPLICATION TO UPDATE AN EXISTING PERMIT TO CONSTRUCT SEWAGE DISPOSAL ANDWATER SUPPLY FACILITIES FOR A SINGLE FAMILY DWELLING REEFER TO REVERSE SIDE OF THIS FORM FOR INSTRUCTIONS PLEASE COMPLETE APPLICABLE SECTIONS OF THIS FORM. ALL SIGNATURES MUST BE ORIGINAL. SECTION I FOR ALL RENEWALS AND TRANSFERS EXISTING REFERENCE NUMBER: R10-17- Tax Map No.: 1000 District Section Block Lot 4 , a1 2- Name of Current Applicant: Rimor Development LLC Tel#: (631) 735-9200 Mailing Address:PO Box 908, Cutehogue, NY 11935 Email Address:teamalia65@gmail.com Name of Current Agent: Henry Alia Tel#: (631) 67$2667 Mailing Address: PO Box 908, Cutchogue, NY 11935 Email Address:teamalia65@gmail-com DATE OF ORIGINAL APPROVAL: 09/08/2017 *If more than 6 years old,and*SCDHS site`inspections have`not been erformed,a new a lication will',bd re uired SECTION 2FOR TRANSFERS WITH PREVIOUS APPLICANT/AGENT PERMISSIONS Name of Previous Applicant/Agent: Tel#: ( ) - I hereby transfer all rights and interest in the above referenced permit to the new applicantnamed above; Signature of Previous Applicant/Agent: Date: _ SECTION 3 FOR TRANSFERS WITHOUT PREVIOUS APPLICANT/AGENT PERMISSION Name of Previous Applicant's Architect/Engineer/Surveyor: Tel#: I hereby authorize the above named current applicant to use the previous applicant's survey/site plan for this project prepared by me; for the purpose of transferring the above named reference number and its site design. Architect/Engineer/Surveyor's signature: Date: SECTION FOR ALL RENEWALS AND TRANSFERS Application is hereby made to[ ]TRANSFER, 1 EW(check applicable) a permit to construct in accordance with this application,surveys and plans submitted. I hereby ce if that I have examined this complete application and the statements therein are true and correct,and that all work shall be done• a c rdance with all applicable Town,County,State and Federal Laws. "Any false statement made herein is punishable as a mi e a or pursugut t0§2 10.45 of New York State Penal Lav:' Signature of Current Applicant/Agent Date C �2- Print Name of Current Applicant/AgentTitle Hen t Ali - Agent/Project Manager DEPART I , E ONLY Permit is Transferred/ g Until ?- 9- 2,.? Number of Bedrooms Approved! 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P - �, �ry � .: . , aTyr ,r„•^”, �^, tr�', �, � a,e er+. }��:.��1� u� 3' `'�`.,:a'f�>w^�� '"� � °°r;+. �„{ht: p4N ,.�r J7'f - 1:11U • #''+�.;s'>'ti", .�", ;trt„a .,Y "',n r �``�' �,et.'� •' k -r w; F 4p1 NP 110 b9 BP, 112 A , •. 49:22 a r 40.22' 'PROPOSED HYDRANT, ROAD TO BE' '� WIDENED TO 26 FT. AT HYDRANT (TW) 75' BUILDING SETBACK 'IPE SHALL BE 15" CPP WITH A SLOPE Uh U% ° STANDARDS: SPECIFICATIONS SHALL INCORPORATE THE .PROVISIONS FOLLOW UNLESS OTHERWISE NOTED: . OF THE AWWA STANDARDS AND/OR MANUFACTURER'S RECOMMENDED IECTIONS TO BE 4" DR-18 WITH MINIMUM SLOPE INSTALLATION PROCEDURES, E MINIMUM 6'" DR-18 PVC OR CAST IRON WITH A BEDDING: A CONTINUOUS AND UNIFORM BEDDING SHALL BE PROVIDED IN THE TRENCH FOR ALL BURIED PIPE. BACKFILL MATERIAL SHALL BE TAMPED IN LAYERS AROUND THE PIPE AND TO A SUFFICIENT HEIGHT jE C900 BLUE BRUTE DR-18 PRESSURE PIPING ABOVE THE PIPE TO ADEQUATELY SUPPORT AND PROTECT THE PIPE. WATER MAIN TO BE 10" WITH 6" HYDRANT STONES FOUND IN THE TRENCH SHALL BE REMOVED FOR A DEPTH OF AT LEAST SIX INCHES BELOW THE BOTTOM OF THE PIPE. SERVICE CONNECTIONS TO BE 1". a COVER: ALL WATER MAINS SHALL BE COVERED TO A MINIMUM DEPTH OF 54 INCHES WITH EARTH OR OTHER INSULATION TO PREVENT NIMUM OF 10 FEET OF SEPARATION SETWEEN FREEZING. ' VER/DRAINAGE LINES. ® BLOCKING: ALL TEES, BENDS, PLUGS AND HYDRANTS SHALL BE NIMUM SEPARATION OF 20 FEET FROM SANITARY PROVIDED WITH REACTION BLOCKING, TIE RODS OR JOINTS DESIGNED ALL DRA'S AND DRYWELLS. TO PREVENT MOVEMENT. NIMUM SEPARATION OF 10 FEET BETWEEN 3. TESTING WATER/DRAINAGE LINES, PLANS AND .SPECIFICATIONS SHALL REQUIRE THE FOLLOWING: ;RVICES TO BE INSTALLED BY PSE&G AND OAY VARY DUE TO FIELD CONDITIONS. ELECTRIC PRESSURE AND LEAKAGE TESTING: ALL TYPES OF 'INSTALLED PIPE HYDRO—ACTION UNITS SHALL_ MAINTAIN 5 FEET SHALL BE PRESSURE TESTED AND LEAKAGE TESTED IN ACCORDANCE ON FROM ALL SANITARY APPURTENANCES. WITH THE LATEST EDITION OF AWWA STANDARD C600. ° DISINFECTION: WATER MAINS ARE TO BE DISINFECTED IN /DRAINAGE LINE CROSSINGS SHALL MAINTAIN A ACCORDANCE WITH AWWA STANDARD C-651—•86, OR THE LATEST 'ARATION OF 18" MINIMUM BETWEEN PIPING. (SEE REVISION,BACTERIOLOGICAL 'TESTING: BACTERIOLOGICAL ANALYSES OF WATER DURING DSHALL ENSURE ALL CROSSING SAMPLES COLLECTED AFTER DISINFECTION ARE REQUIRED AT DURING NG C CONSTRUCTION. LOCATIONS SPECIFIED BY THE SUFFOLK COUNTY DEPARTMENT OF TO MAINTAIN ALL REQUIRED VERTICAL HEALTH SERVICES. GENERALLY, A BACTERIOLOGICAL SAMPLE IS REQUIRED FOR EVERY 1000 LINEAR FEET OF WATER MAIN OR PORTION THEREOF. NSTALLED UNDERGROUND. Habitable Garage Area nit lumbers Area (SF) (SF) Total (SF) Harvest Pointe a` 77-124 1,999 486 2,485 Cutchoovue 3,8,10,12,141 ��®�u�, �9e� York .,23,26,27,29, 33,36,39,41,45 1,599 363 1,962 Town of.Southold 17049,50,52,54, 1$, 59,68,72,76 No. Revision Date Appvd. 5,6,9,11,13, 13 TONIN/SCDHS REVISIONS 7/28/17 AVL L9,20,22,24, 12 TOWN REVISIONS 6/14/17 AVL 18,30,32,35,38, 11599 363 1,962 11 SCDH REVISIONS 4/22/17 AVL 12,44,48;51,53, i0,62,6-4;166,70,--- 10 REVISED PHASING PIAN PER TOWN' 4/6/17 AVL --73,74,75---- _ --- 7,34,37,43,55, 8 SCDH REVISIONS 3/9/17 AVL. 63 65 67 69 73 1,599 380 1,979 pIgny a ; ,,��. # p�•?!"!.e>tij.0+O ti`.i�N,,.,Y.,. 2v'AC�,"4ay:. :�.\2d.?, .i,.:. 3G...; /'a'a2eru'yi:: .. f.�`-,r-.. 15,16,17,18 1,999. 408 2,407 Issued for Dote July 10, 2015 N/A 6,188 WA 6,188 UM-, 1®,00-1®2-01-33.3 CDS Apprcva0 sur-FOL,COUNIY OEPAR" II ENT OF HEkTH smI.iyCES DATE APPROVED ' Drawing Number FOR L`4.AMIUM OAM S 9EXPIRES TA'aHEE VEINS F01M DATE OF APPR74AL .. ,�,��'� j!'= � I- 0 �s O R► ti Shoot of �(P� 1SN. •.�Y ��' 9 2 Project Number 29305.00 SCDHS Reference # C10-N-On 3 ':*— NOTES: $NOTES: THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OFFENCES,RETAINING WALLS,POOLS. W r° PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. ai 43.8' z ^ c IT ISA VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, N PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY cq 5.0' J M 8 .3 6.6' PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY.IF Z II O Win[ AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE O n U a V! ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND Z t2 ZO n THE NOTATION"ALTERED BY FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH O ? U ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. L1j ~ ~ O COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED Z ¢ LOL 13 6' 4f SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. 12.7' O LL to Z Z � O V NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS _ OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED. 4tt W O LLO 3.3' OPREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE > p CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, L1. < SOIL SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS 0- 20.5' 28.5' /„/ 1 OTHER THAN VISIBLE PERMANENT STRUCTURES. fn 6C' S 53°05'40"W 41.77 COPYRIGHT©NELSON 8 POPE,ENGINEERS AND SURVEYORS.ALL RIGHTS Tn RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED I--- IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN 20.5' p� PERMISSION OF THE SURVEYOR. (n .- 28.5' U) T THIS PLAN WAS PREPARED TO ASSIST IN OBTAINING FRAMING PERMITS FROM LOCAL w w 1.0' N ^ MUNICIPALITIES AND IS NOT AUTHORIZED NOR GUARANTEED FORANYOTHER O N J M PURPOSE. Z 3.4' '- � X12.7' O � O {- Z° rn O z 1.4, 13. 5' 2 CO Ix OU LL (� LU LU ZLL ti z d U a. co . 0 � NLL O 15' 1.4' EO V of 43.8' - - w S 53°05'40"W 54.68' - , ••�,1�" •,r n L-O „ I , M o L71 J In `° MAY 1 9 2021 , . OF N �� `s.— r__ ..Y X VAVID S 81034'23" E R 67.78' o *>CC o >: �o Vic,oZc, U 1 c) A0; ° "? 6 1 U) 05-08-2021 FOUNDATION LOCATION FOUNDATION AS-CONSTRUCTED FOR 167.99' (ACTUAL) N UNITS 93 - 94 UNIT DESIGNATION MAP OF R=275.00' S52°55'20"W HARVEST POINTE CONDOMINIUM 2 L=77.85' W FILE NO.:490 FILED September 28, 2020 N� O SITUATED AT TOWN OF I CUTCHOGUE 'A S 40°52'38" Ecp c0 O to TOWN OF SOUTHOLD,SUFFOLK COUNTY, NEW YORK 27.03' *o' c~ SOSOUTHOLD S.C.T.M.DISTRICT 1000,SECTION 102.01,BLOCK 02.00,LOTS 037.000&038.000 19 2°55'20"w L NELSON + POPE 19.24' - ♦ engineers •architects•surveyors I 70 Maxess Road,Melville,NY 11747. 631.427.5665. nelsonpope.com LL w SCHOOL HOUSE DRAWN BY: NP CADD No.:INDIVIDUALS000 26 1 SCALE: 6 U) LANE CHECKED BY: PE FILE NO.: SHEET NO.: 1 OF 1 DATE: 05-10-21 PROJECT NO.: 0006 111=30' 1 I DI OI ° -°I I NOTES: THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE CONTROL NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, MODULE PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. CO 43.8' O I IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FORANY 68.3, 6.6' PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED LLI1.5' PROFESSIONAL ENGINEER OR LAND.SURVEYOR,TO ALTER AN ITEM IN ANYWAY.IF Z J 2.1' � F WAN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE Q _ 5.D' WW ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND X �, 9 U?aoM:) THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH QWD) W W�� Uy ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. Z aF � oIIIIoooOW 7 O •- Of_ ` U QCOPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS BLUE INKED Q ? O U)LL-JO Z SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE AVALID TRUE COPY. WaW ~O 12 7' (n Ix W U rn NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS W O I BIS"PAVER/ V' I N 3'3' 00 I z w OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED. Z 4 U -� PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE 0 I BORDER a 1 EGRESS '�O CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, p L WIN.WELL, I W Q SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS I 0 OTHER THAN VISIBLE PERMANENT STRUCTURES. 0 z S 53°05'40"W 41.77 128.5' TYP. ^^ C BOX d' Q' 20 5' 26$' 1 =CD — COPYRIGHT®NELSON 8 POPE,ENGINEERS AND SURVEYORS.ALL RIGHTS ;---� i r"� I..L Z ® DMH cj W W U A/C W W RESERVED. NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, I f"�• �_ `' \\\'1.7 �� Q O � Q W F- w F 1 OZ I f"'U RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMn7ED T'd '-' d U E.BOX I j W <W 1 i2o 1 z Z IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN t�U ❑A/c I a o PERMISSION OF THE SURVEYOR. m m b 20.51- LU � 0_ � BIT.DRIVE W/ .- °'• 28.5' io I w c� A P 9 2 5 2022 ~ W a I 8"PAVER ( 1 `� EGRESS >CD 0 BORDER 1.0' 1 TMP_WELL, I = rW a cV `�) - U O o f ._ Q 1 3.4' 00 > 1�4. 12.7' U Tn O 1 0Lr) L� Y LU 7.0' M O N n 1.4' 13.5' W O qj kk- y'�L'LU Q Q -w O co ¢ N W Z M D Q> H } pW ll 11 D'j W 2 U aQ X— r u1 U of z D. � O W IJil�i � zo N r` O-i I CR ao O 2.2 cr1 4.8' ti C9 OZ LO c N 1.5' N 8.3' a W m y 6.6' co 1.4' F0 0) W EO cri 43.8' N I 'fes N o S 53°05'40"W 54.68' � M - _ J � W _ LIP S 53°05'40"W 106.52' ch 4 m � DI 0 (0V F NEw �� *fl� R=275.00' /� ) c')C0 LU �IT 0 ' �e �z L=214.39' ` � ,' Of S 81034'23" E 67.78' J I NO 0 ?/ < SFD ,CNV R=415.00' U L=116.80' Q o ^ I M 05-08-2021 FOUNDATION LOCATION FINAL SURVEY S 65026'53" E 6 co 09-02-2021 SANITARY AS-BUILT FOR UNITS 93 - 94 240.02 167.99 (ACTUAL) N 12-17-2021 FINAL SURVEY UNIT DESIGNATION MAP OF R=275.00' S52055'2011W HARVEST POINTE CONDOMINIUM 2 L=77.85' FILE NO.:490 FILED September 28, 2020 W LI.I SITUATED AT o CUTCHOGUE N��W o TOWN OF I TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK S 40052'38" E ' co 0 LO .0 S.C.T.M.DISTRICT 1000,SECTION 102.01,BLOCK 02.00,LOTS 037.000&03800 27.03' �, N M SOUTHOLD 552055'20"W �, L NELSON + POPE 19.24' 60 engineers•architects•surveyors V Ur — 70 Maxess Road,Melville,NY 11747. 631.427.5665.nelsonpope.com ZW DRAWN BY: NP CADD No.:LL W 00026 IS SCALE: LL W SCHOOL HOUSE CHECKED BY: MS FILE NO.: SHEET NO.: 'I OF 1 (� 47 LANE DATE: 01-03-2022 PROJECT NO.: 00026' V-30' _ NOTES: I I I THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE DI O PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION'OF FENCES,RETAINING WALLS,POOLS, qu PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. J _..�._.�_ -- ---• - I I N a, <l, _ J IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, CONTROL X� ;� SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY MODULE CY 10PERSON, ✓.+�nn�! PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED qu O m o W 0^ APPROVAL,del• CONSTRUCTED WORKS FOR PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY.IF co `-O p AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE W W �.,� 43.8' [q� �-1 SINGLE FAMiL`I�RESP�)ENCE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND W -- 1 , c (0 d THE NOTATION"ALTERED BY FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH W $ I I 1" WATER n y NOV N tl 20211 ' /p ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. Z SERVICE Co 8.3' 6.6' oW mate H.S.Ref.t' o. ��"l��`fO 5.0' LU > I In COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED I SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. J W i. d v zNy a The sewage disposal and water supply facilities at this location have been t0 NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS O I O�j LL W V 0%�' Inspected and/Or Certified by thisgtpliMepartment or other agencies and found to �� OR RIGHT OF WAYS.IF ANY.NOT SHOWN ARE NOT CERTIFIED. W I I Z 0 5~ 0 be satisfactory Fd�R A IM&YAVe d�F BEDROOMS. UNDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED `' - 12 7' = O W rO 13.6' - j On _ q ,•, AS TO ACCURACY,EXISTENCE,EXACT LOCATION,TYPE OR USE,ACTIVE OR INACTIVE, r— �{aFV4-� �7 ELECTRIC AND GAS UTILITY LOCATION PROVIDED FROM PSEG DISTRIBUTION DESIGN I U I STONEVE SE N 3.3' 24.0'Of Z M m PLAN DATED 7/21/18.LOCATION OF GAS AND UTILITY IS APPROXIMATE AND LOCATED H- DIP INV. s $ ��O TYPICALLY IN THE SAME TRENCH.ACCURACY OF UTILITY IS NOT GUARANTEED NOR IS Z w II EL I W/8"PAV R U 4°SDR-35 I?M Craig Knepper, i�.E.y Chief THERE ANY GUARANTEE THAT ALL EXISTING UTILITIES ARE SHOWN ON THIS MAP. ORDER32.16 CONSULT WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR Of I y Office of Wastewater Management FURTHER DESIGN. > = 28.5' 20.$' I Ln0) PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE a I I DI V W W Q �- CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES. o SOIL CONDITIONS,VEGETATION,TREES.PATHS,DEBRIS OR ANY OTHER CONDITIONS c7-L G G W 1 j Q LU " (n OTHER THAN VISIBLE PERMANENT STRUCTURES. M OM - JL to COPYRIGHT©NELSON 8 POPE,ENGINEERS AND SURVEYORS.ALL RIGHTS m o 20.$' I mF RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, I I j I STONE BASE 28.5' y ma RECORDING OR BY ANY OTHER MEANS.OR STORED,PROCESSED OR TRANSMITTED '^ I DRIVE `: I a IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN U) I a I WBORDER R 1.0' PERMISSION OF THE SURVEYOR. DIP INV. O W O I N LU 32.09 0 s 19 01 Z c. ADDITSHOIONAL IMPROVEMENTS AND/OR POSSESSION,IF ANY,NOT LOCATED,NOT / &U I 12.7' W 3�. 4"SDR-35 —' Z W Iy 0 ALL SANITARY PIPING 4"AND 6-SDR.35,TYPICAL, 121� cl LU Q O V 3 m rn �' W 1.4. 13.5' O�C,)r 2 > I I� n ~ it Zm W�urW I W S j O W L) Tn OVIOZ co 4.8' N D r 1`1�>i 3!J V F-L'=3 W C' W W ^ 1.$' 8.3' �. 1" WATER Eo1.4' II I� �� SERVICE rw i 43.8' �pVID p£T 0 APR 2 5 2022 CO (DI orZ 0 T'-k 15' s OF S <.J' t w0z LD I I I �� o. 05132N� � ks" ,�✓� LARD SANITARY SYSTEM AS-BUILT TABLE _ c'' os os-2oz, FOUNDATION LOCATION SANITARY AS-CONSTRUCTED FOR UNITS 93 - 94 STRUCTURE NAME T TIE A TIE B = as 09-02-2021 SANITARY AS-BUILT UNIT DESIGNATION MAP OF UNITS#93-94 •-1 HARVEST POINTE CONDOMINIUM 2 ST-1 34.6' 33.0' C FILE NO.: 490 FILED September 28, 2020 ST-2 3SIX 28.0' (� SITUATED AT LP 75.7' 29.6' CUTCHOGUE TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK S.C.T.M.DISTRICT 1000•SECTION 102.01,BLOCK 02.00,LOTS 037.000&038.000 HEALTH DEPARTMENT REFRENCE NUMBERS&AREA'S � � N E L S (� N + POP E UNIT No. HD REF No. HABITABLE AREA GARAGE AREA TOTAL GROSS FLOOR AREA 93 R10-17-0147 1,999 S.F. 486 S.F. 2,485 S.F. ON P engineers•architects•surveyors 999 S.F. 486 S.F. 2,485 S.F. 70 Maxess Road,Melville,NY 11747. 631.427.5665.nelsonpope.com DRAWN BY: NP CADD No.:INDIVIDUALSURVEYSISCALE: 00026 I CHECKED BY: MS FILE NO.: SHEET NO.: 'I OF 1 DATE: 10-08-2021 PROJECT NO.: 00026 1"=30' I I I l ELECTRICAL APPROVED AS NOTED � / INSPECTION REOUIREC DATE: B.P.# a4JJC' FEE: f o' Al NOTIFY BUILDING ARTMENT AT 765-1802 8 AM TC - i=M FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED TRUSS PLACARDING REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING' x PLUMBING s. INSULATION PLUMBER CERTIFICATION 4. FINAL - CONS TF' AI MUST BE COMPLE --_ ON LEAD CONTENT BEFORE ALL CONSTRUCT",n --iALL MEET THE CERTIFICATE OF OCCUPAN,. REQUIREMENTS OF i HE CODES OF NEW SOLDER USED IN WATT YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. SUPPLY SY1STEM.CANNk_. . EXCEED 2/10 OF 1% L E 1 COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF PL ANLL PLUMBMBINGING C WASTE n &WATERLINES NEED TtgTIN18d3JE1=011E COVERING LITHOL?TOWN PLANNING BOARD 3=404GWNTRUSTEES Must provide Manuals D, 7 and S as per NYS Energy Code OCCUPANCY OR Blower door USE IS UNLAWFUL and ductwork WITHOUT CERTIFICAT[ testing required. OF OCCUPANCY All exterior lighting installed, replaced or DO NOT PROCEED WITH'- RETAIN STORM WATER RUNOFF repaired shall conform FRAMING UNTIL SURVEY';_. PURSUANT TO CHAPTER 236 to Chapter 172 OF FOUNDATION L"OCAT(0N. OF THE TOWN CODE. of the Town Code HAS BEEN APPROVED:y_, PLANS ARE IN CONFORMANCE WITH THESE APPLICABLE CODES: TABLE R405.1 Imo- 0) 0 F NEW YORK STATE R302.12 Draftsto In In combustible construction where there is usable s ace both above and below the concealed s ace of a Section R316 Foam Plastic . 2020 RESIDENTIAL CODE PP 9 P P Properties of Soil Classified According to the Unified Soil Classification System Z floor-ceiling assembly, draftstops shall be installed so that the area of the concealed space does not exceed 1,000 square R316.1 General. The provisions of this section shall govern the materials, design, application, construction an„ �A stailation of foam plastic W 2020 EXISTING BUILDING C 0 D E 0 F NEW YORK STATE feet. Draftstopping shall divide the concealed space into approximately equal areas. Where the assembly is enclosed by a materials. UNIFIED SOIL VOLUME 2 0 floor membrane above and a ceilin membrane below, draftsto In shall be rovided in floor-ceilin assemblies under the R316.2 Labelin and identification. Packs es and containers of foam lastic insilation and foam lastic insulation com onents delivered to GRIL CLASSIFICATION SOIL DESCRIPTION DRAINAGE FROST HEAVE CHANGE Z) � q 2020 FIRE CODE OF NEW YORK STATE g PP 9 P 9 9 9 P p P GROUP SYSTEM POTENTIAL followin circumstances: the ob site shall bear the label of an a roved a enc showin the manufacturers name, CHARACTERISTICS POTENTIAL () � g j pp g y g the product listing, product identification SYMBOL EXPANSION O �� 2020 MECHANICAL CODE OF NEW YORK STATE 2. Floor framing is constructed of truss-type open-web or perforated members. and information sufficient to determine that the end use will comply with the requirements. GW WELL GRADED GRAVELS, GRAVEL SAND MIXTURES, U 15 LITTLE OR NO FINES GOOD LOW LOW 0 � ) 1- - R 302.1.12.1 Materials. Draftstopping material shall be not less than 1/2 inch gypsum board, 3/8 inch wood structural R316.4 Thermal barrier. Unless otherwise allowed in Section R316.5, foam plastic shall be separated from GP POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES, Z \✓ 2020 PLUMBING CODE 0 F NEW YORK STATE panels. the interior of a building by an approved thermal barrier of not less than % inch gypsum Wallboard. LITTLE OR NO FINES GooO Low Low O ( 1 3 V� 2020 PROPERTY MAINTENANCE CODE OF NEW YORK STATE AND NEPA 70 R316.5.3 Attics. The thermal barrier specified in Section R 316.4 is not required where all of the following apply: GROUP I sw WELL GRADED SANDS, OR GRAVELLY SANDS, GOOD LOW LOW F- 1� = cn r" v LffiLE OR NO FINES T 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. U .� U > - 6 SP POORLY GRADED SANDS, OR GRAVELLY SANDS, 2020 NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE- provided with a 1/2 inch gypsum wallboard membrane, 5/8 inch wood structural panel membrane, or equivalent on the 2 The space is entered only for purposes of repairs or maintenance. LITTLE RR NR FINES GOOD LOW LOW � Qo underside of the floor framing member. 3 The foam plastic insulation has been tested in accordance with Section R316.6 or the foam plastic insulation is protected GM SILTY GRAVELS, GRAVEL SAND SILT MIXTURES MEDIUM LOW I_ += v7 N>- I RESIDENTIAL P R OVI S I 0 N S Exceptions: against ignition using 3/8 inch gypsum board. sM SILTY SAND, SAND SILT MIXTURES GOOD MEDIUM LOW V d 4. Wood floor assemblies using dimension lumber or structural composite lumber equal to or greater than 2 inch by 10 inch. R316.5.11 SII plates and headers. Foam plastic shall be permitted to be spray applied to sill plates and headers or installed in the Gc CLAYEY GRAVELS, GRAVEL SAND CLAY MIXTURES MEDIUM MEDIUM Low Z � ��'v M SECTION R101 nmeter oist s ace without the thermal barrier s ecified in Section R316.4 sub ect to all of the followin O Q w c M P' 1 P P 1 9 SC CLAYEY SANDS, SAND CLAY MIXTURES MEDIUM MEDIUM LOW V m GENERAL Section R303 1 The thickness of the foam plastic shall be not more than 3Y inch. � rn m 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 ❑ r~i � n wo ami) Dwellin s shall a I to the construction alteration U V R1012 The provisions of the 2020 Residential Code of NYS for One a d T F y g PP Y R303.1 Habitable rooms. Habitable rooms shall have an a re ate lazin area of not less than 8 ercent of the floor area of such 3 The foam lastic shall have a flames read index of 25 or less and an accom an in smoke develo ed index of 450 or less GRouP 2 SLIGHT PLASTICITY movement, enlargement, replacement, repair, equipment, use and occupancy, location, removal and demolition of detached one and 99 9 9 g P P P P Y 9 P two family dwellings and townhouses not more than three stories above grade plane in height with a separate means of egress rooms. when tested in accordance with ASTM E 84 or UL 723. cL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, M cv GRAVELLY CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN MEDIUM MEDIUM MEDIUM Exceptions: TO Low and their accessory structures not more than three stories above grade plane in height. CLAYS D_ R202 Definitions: 1. The glazed areas need not be operable where the opening is not required by Section R310 and a whole-house Section R317 Protection of Wood and Wood-Based Products Against Decay mechanical ventilation system is installed in accordance with Section M1507. R317 AI sills and plates on exterior foundation wall to be pressure preservatively treated in accordance with AWPA U1. R404.1.6 Hei ht above finished rade. Concrete and mason foundation walls shall extend above the finished rade ad acent to the Continuous Insulation: Insulating material that is continuous across all structural members without thermal bridges other that 2• The lazed areas need not be installed i rooms where Exce tion 1 is satisfied and artificial li ht is rovided that is 9 9 ry 9 J fasteners and service openings. It is installed on the interior or exterior or is integral to any opaque surface of the building 9 n P 9 P 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. capable of producing an average illumination of 6 footcandles (65 lux) over the area of the room at a height of 30 wra ed with aluminum flashin R404.1.7 Backfill lacement. Backfill shall not be laced a ainst the wall until the wall has sufficient stren th and has been envelope. PP g• P P 9 9 inches above the floor level. Mezzanine: An intermediate level or levels between the floor and ceiling of any story. 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 r icane- rone re ions located within 1 mile of the coastal mean hi h water line where 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 hu r p g 9 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 Drains e the ultimate design wind speed (Vuft) 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 Z R301.1.1 Alternative provisions. As an alternative to the requirements in Section R301.1, the following standards are permitted subject to the accordance with AWPA M4. O limitations of this code and the limitations therein. Where engineered design is used in conjunction with these standards, the enclose habitable or usable spaces located below grade. Drainage tiles, gravel or crushed stone drains, perforated pipe or Section R305 R317.3 Fasteners and connectors in contact with preservative treated and fire retardant treated wood. Fasteners, including nuts and other approved systems or materials shall be installed at or below the top of footing or below the bottom of the slab and I- design shall comply with the Building Code. 0 a e Construction Manual WFCM . 2015 EDITION Ceiling Height washers, and connectors in contact with preservative treated wood and fire retardant treated wood shall be in accordance with this shall discharge by gravity or mechanical means into an approved drainage system. � 1. AWC Wood Fr m ( ) ( ) section. The coatin wei hts for zinc coated fasteners shall be in accordance with ASTM A 153. Stainless steel driven fasteners Exce t� R305.1 Minimum height. Minimum ceiling heights of 7-0" in habitable rooms. Minimum ceiling heights of 6'-8" in bathrooms, toilet 9 9 p'on: A drainage system is not required where the foundation is installed on well drained ground or sand gravel n 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. mixture with soils according to the unified Soil Classification System, Group I Soils, as detailed in Table R405.1. F- R301 or otherwise not conforming to this code, these elements shall be designed in accordance with accepted engineering practice. ll The extent of such design need only demonstrate compliance of nonconventional elements with other applicable provisions and shall Exceptions: R 319.1 Address identification. Buildin s shall be rovided with a roved address identification. The address identification shall be le able Z be compatible with the performance of the conventional framed system. Engineered design in accordance with the International 2. A shower or tub equipped with a showerhead shall have a ceiling height of not less than 6 feet 8 inches above an area 9 P PP 9 Section R406 Foundation Waterproofing and Dampproofing 0 Buildin Code is ermitted for buildings and structures, and parts thereof, included in the scope of this code. of not less than 30 inches by 30 inches at the showerhead. 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 dompproofing. Except where required to be waterproofed, foundation walls that retain U 9 P contrast with their background. Address numbers shall be Arabic numbers or alphabetical letters. Numbers shall not be spelled R301.2.1 Wind design criteria. Buildings and portions thereof shall be constructed in accordance with the wind provisions of this code using 3. Beams, girders, ducts or other obstructions in basements containing habitable space shall be permitted to project to within earth and enclose interior spaces and floors below grade shall be dampproofed from the higher of (a) the top of the W 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 the ultimate desi n wind s eed in Table R301.2 2 as determined from Fi ure R301.2 5 B. 6 feet 4 inches of the finished floor. footing or (b) 6 inches below the top of the basement floor to the finished grade using a bituminous coating. O 9 P ( ) 9 ( ) the fire code official, address identification shall be provided in additional approved locations to facilitate emergency response. LL. R301.2.1.2 Protection of o enin s: Window lazin in windborne debris re ions shall be rotected to meet the re uirements of the lar a missile R308.4 Hazardous locations. The locations specified in Sections R308.4.1 through R308.4.7 shall be considered to be specific P 9 9 9 9 P q 9 hazardous locations for the u oses of lazin Where access is by means of a private road and the building address cannot be viewed from the public way, a monument, pole � test of ASTM E1996 & ASTM E1886 per section 301.2.1.2.1. Garage door glazing shall meet impact-resisting standards or PrP 9 g• or other sign or means shall be used to identify the structure. Address identification shall be maintained. R406.3.3 Porous Fill. The space between the excavation and the foundation wall shall be backfilled with porous fill up to a height of M ANSI/DASMA 115. R308.4.2 Glazing Adjacent to doors. Glazing in an individual fixed or operable panel adjacent to a door shall be considered to be a one-half of the backfill) heioght and covered with strips of 30 pound asphalt paper or 6 MIL polyethylene to permit water Z ` 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 � 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 ❑ o enin rotection. Panels shall be recut and attached to the framin surroundin the o enin Panels shall be redrilled and 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. P 9 P P 9 9 P 9• P R 321.1 Elevators. Where provided, passenger elevators, limited use and limited application elevators or private residence elevators shall secured with the attachment hardware rovided. 2. Where the glazing is on a wall less than 180 degrees from the plane of the door in a closed position and within 24 P T 4 r-- � P comply with ASME A17.1/CSA B44. �L,.,' inches of the hinge side of an in-swinging door. R408.1 Ventilation. Crawl space vents: Provide 1 s.f. of venting per 150 s.f. of floor area unless ground surface is covered by a J TABLE R301.2 1 Re 321.2 Platform Lifts. Where provided, platform lifts shall comply with ASME A18.1. [-1 ( ) R308.4.6 Glazing adjacent to stairs and ramps. Glazing where the bottom exposed edge of the glazing is less than 36 inches above class one vapor retarder material. If this retarder material is used, provide 1 s.f. of venting per 1500 s.f. floor area. CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA the plane of the adjacent walking surface of stairways, landings between flights of stairs and ramps shall be considered to be Install vents within 3 feet of each corner of foundation. Section R322 Flood Resistant Construction I� , GROUND Wind Design SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER Air Mean a hazardous location. R408.4 Crawl space access panel to be min. 18" by 24". Openings through perimeter wall shall be not less than 16" by 24", � �1 SNOW FLOOD R 322.1 General. Buildin s and structures constructed in whole or in art in flood hazard areas includin A or V Zones and Coastal A SPEED Topographical Special Wind DESIGN FROST LINE DESIGN UNDERIAYMENT HAZARDS Freezing Annual Exceptions: 9 P 9 LOAD m h Effects CATEGORY WEATHERING TERMITE DECAY TEMP REQUIRED Index Tem Zones, as established in Table R301.2(1), and substantial improvement and repair of substantial damage of buildings and ( p ) Wind bourne DEPTH P 1. Glazing adjacent to walking 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. �� structures in floor hazard areas, shall be designed and constructed in accordance with the provisions contained in this section. Region Debris 2. Glazing 36 inches or more measured horizontally from the walking surface. subflooring shall be wood structural panels as specified in Section 503.2. Fireblocking shall be of any grade lumber. Buildings and structures that are located in more than one flood hazard area shall comply with the provisions associated with the zone R502.4 Joists under bearing partitions: Provide 2x full depth blocking ® 48" o.c. max, where beam is not located under wall to most restrictive flood hazard area. Buildings and structures located in whole or in part in identified floodways shall be designed ..� MODERATE SLIGHT TO t0 Section R310 Emergency Escape and Rescue Openings and constructed in accordance with ASCE 24. allow for piping or vents. ^ 20 140 NO (B) SEVERE 36" TO HEAVY MODERATE De rees Yes X 1500 W P-1 9 R502.6 The ends o V AT T f each 'Rist beam or irder shall have not less than 1 1 2 inches of bearin on wood or metal and not less UNFINISHED BASEMENTS IN A SINGLE FAMILY HOME & IN EACH TOWNHOUSE UNIT BASEMENT, ARE REQUIRED TO HA E LEAS R 322.1.5 Lowest floor. The lowest floor shall be the lowest floor of the lowest enclosed area, including basement, and excluding any J � 9 / 9 ONE EMERGENCY ESCAPE AND RESCUE OPENING PER SECTION R310. (Egress window & window well) unfinished flood-resistant enclosure that is useable solely for vehicle parking, building access or limited storage provided that such than 3 inches of bearing on masonry or concrete or alternatively, the ends of joist shall be supported on a 1"x4" ribbon co R301.2.1.4 Exposure category. R310.1 Emergency escape and rescue opening required. Basement shall have not less than one operable emergency escape and enclosure is not built so as to render the building or structure in violation of this section. strip and shall be nailed to adjacent stud. 0 1. Exposure B. Urban and suburban areas, wooded areas or other terrain with numerous closely spaced obstructions having the rescue opening. R 322.1.6 Protection of mechanical, plumbing and electrical systems. Electrical systems, equipment and components; heating, ventilating, air R502.7 Lateral restraint at supports. Joists shall be supported laterally at ends by full depth solid blocking or by attachment to C0 size of single family dwellings or larger. Exposure B shall be assumed unless the site meets the definition of another exposure. R310.2.1 Minimum opening area. Emergency and escape rescue openings shall have a net clear opening of not less than 5.7 square conditioning; plumbing appliances and plumbing fixtures; duct systems; and other service equipment shall be located at or above band or rim joist. C J 2. Exposure C. Open terrain with scattered obstructions having a height less than 30 feet extending more than 1500 feet. feet. The net clear height opening shall be not less than 24 inches and the net clear width shelf be not less than 20 the elevation required in Section R322.2 or R322.3. R502.8.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural ❑ Exposure D extends downwind 600 feet from the partially obstructed area. Includes flat open country and grassland. inches. Exception: Locating electrical systems, equipment and components; heating, ventilating, air conditioning; plumbing appliances and glue-laminated members, cross-laminated timber members or I-joists are prohibited except where permitted by the W O 3. Exposure D. Flat, unobstructed areas exposed to wind flowing over open water for a distance of not less tan 5000 feet. R310.2.2 Window sill height. Where a window is provided as the emergency escape and rescue opening, it shall have a sill height of plumbing fixtures; duct systems; and other service equipment is permitted below the elevation required in Section R322.2 or manufacturers recommendations or as shown on these drawings. Exposure D extends downwind 600 feet from the unobstructed area. not more than 44 inches above the floor; where the sill height is below grade, it shall be provided with a window well in R322.3 provided that they are designed and installed to prevent water from entering or accumulating within the components and R502.11.1 Wood Truss Design. Wood trusses shall be designed in accordance with approved engineering practice & be prepared by a e 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 R301.3 Sto Hei ht. The wind rovisions of this code shall a I to buildin s with sto hei hts not exceedin 11 feet 7 inches and the R310.2.3 Window wells. The horizontal area of the window well shall be not less than 9 square feet with a horizontal projection and the design flood elevation in accordance with ASCE24. Electrical wiring systems are permitted to be located below the required constructed. ( , rY 9 P PP Y 9 rY 9 9 width of not less than 36 inches. The area of the window well shall allow the emergency escape and rescue opening to be elevation provided that they conform to the provisions of the electrical part of this code for wet locations. U laterally unsupported bearing wall stud height permitted by Table R602.3(5). Individual walls or wall studs shall be permitted to Vj exceed these limits as ermitted b Cha ter 6 rovisions, rovided that sto hei hts are not exceeded. An en ineered desi n fully opened. R 322.1.7 Protection of water supply and sanitary sewage systems. New and replacement water supply systems shall be designed to p y p p p ry g g g Section R506 Concrete Floors (On Ground) � R310.2.3.1 Ladder and ste s Window wells with a vertical de th reater than 44 inches shall bee ul ed with a ermanentl affixed minimize or eliminate infiltration of flood waters into the system in accordance with the plumbing provisions of this code. shall be provided for the wall or wall framing members where the limits of Chapter 6 are exceeded. Where the story height limits P P 9 q •PP P Y R506.1 Concrete slab on grades to be min 3-1/2 inches thick. � of this section are exceeded the desi n of the buildin or the noncom liant ortions thereof to resist wind loads shall be in ladder or steps usable with the window in the fully open position. Ladders or rungs shall have an inside width of not less R 322.1.8 Flood-resistant materials. Building materials and installation methods used for flooring and interior and exterior walls and wall Q 9 9. P P R506.2.2 Base. A 4 inch thick base course consistin of clean raded sand, ravel, crushed stone, crushed concrete or crushed F- accordance with the Building Code. � than 12 inches, shall project not less than 3 inches from the wall and shall be spaced not more than 18 inches on center coverings below the elevation required in Section R322.2 or R322.3 shall be flood damage-resistant materials that conform to the 9 9 9 vertically for the full height of the window well. provisions of FEMA TB-2. blast-furnace slag passing a 2-inch sieve shall be placed on the prepared subgrade where the slab is below grade. fn r ins a connectin to the buildin 's foundation drains e s stem R 322.2.2 Enclosed area below desi n flood elevation. Enclosed areas includin crawls aces that are below the Exception: A base course is not required where the concrete slab is installed on well-drained or sand-gravel mixture soils F- R302.2 Townhouses. Common walls separating townhouses shall be assigned afire-resistance rating in accordance with Section R302.2, R310.2.3.2 Drainage. Window wells shall be designed for proper d a g by g g 9 y 9 9 P classified as Group I according to the United Sail Classification System in accordance with Table R405.1. Z Item 1 or 2. The common wall shared by two townhouses shall be constructed without plumbing or mechanical equipment, ducts required by Section R405.1 or by an approved alternative method. design flood elevation shall: - W P p 9 y q 9 y P 9 9 g R506.2.3 Vapor retarder. A 6 mil (0.006 inch) polyethylene or approved vapor retarder with joints lapped not less than 6 inches or vents in the cavity of the common wall. The wall shall be rated for fire ex osure from both sides and shall extend to and be Exce tion: A drains e s stem for window wells is not re uired where the foundation is on well-drained soil or sand- ravel 1. Be used sole) for arkin of vehicles buildin access or store e. � ti ht a ainst exterior walls and the underside of the roof sheathin . Electrical installations shall be in accordance with Cha ters mixture soils in accordance with the United Soil Classification System, Group I soils, as detailed in Table R405.1. 2. Be rovided with flood o enin s that meet the followin criteria and are installed in accordance with Section R322.2.2.1: shall be placed between the concrete floor slab and the base course or the prepared subgrade where no base course Z) 9 9 9 P P P 9 g exists. The vapor retarder is not required for Garages, utility buildings and other unheated accessory structures. U 34 through 43. Penetrations of the membrane of common walls for electrical outlet boxes shall be in accordance with Section R311.6 Hallways: min. 36" clear width. 2.1 The total net area of non-egineered openings shall be not less than 1 square inch for each square foot of enclosed area � R302.4. R311.7 Stairways where the enclosed area is measured on the exterior of the enclosure walls. 0 1. Where a fire sprinkler system in accordance with Section P2904 is provided, the common wall shall be not less than a 1-hour R311.7.1 Width. Stairways 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: Section or w Wood Wall Framing fire-resistance-rated wall assembly tested in accordance with ASTM E 119 or UL 263. the required headroom height. The clear width of the stairway at and below the handrail height, including treads and landings, 1. There shall be not less than two o enin s on different sides of each enclosed area; if a buildin has more than one enclosed R602.3 Design and construction. Components of exterior walls shall be fastened in accordance with Tables R602.3(1) through 2. Where a fire sprinkler system in accordance with Section P2904 is not provided, the common wall shall be not less than a shall be not less than 31 �X inches where a handrail is installed on one side of 27 inches where handrails are provided on area below the design flood elevation,Peach area shall have openings. 9 R602.3(4). Wall sheathing shall be fastened directly to framing members and shall confirm to the requirements of Table 2-hour-resistance-rated wall assembly tested in accordance with ASTM E 119, UL 263, or section 703.3 of the Building Code. both sides. 2. The bottom of each opening shall be not more than 1 foot above the higher of the final interior grade or floor and the R602.3(3). TABLE R302.1(1) R311.7.2 Headroom. The headroom in stairways shall be not less than 6 feet 8 inches. finished exterior grade immediately under each opening. EXTERIOR WALLS R311.7.3 Vertical rise. A flight of stairs shall not have a vertical rise larder than 151 inches (12.58') between floor levels or landings. 3, Openings shall be permitted to be installed in doors and windows; doors and windows without installed openings do not meet TABLE R602.3(]) FASTENING SCHEDULE MINIMUM MINIMUM FIRE R311.7.5.1 Risers. The riser height shall be not more than 8 1/4 per supplement. the requirements of this section. 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. R 322.3 Coastal high-hazard areas (including V Zones and Coastal A Zones, where designated) Elevation requirements. DISCRIPTION FASTENING (a,b,c,d) YYPPE WALLS FIRE-RESISTANCE RATED 1 HOUR 0 feet R311.7.5.3 Nosings. A nosing projection not less than 3/4 inch and not more than 1 �,4 inches shall be provided on stairways with solid 1. Buildings and structures erected within coastal high-hazard areas and coastal A Zones, shall be elevated so that the bottom of - - NOT FIRE-RESISTANCE RATED o HouRs 6 feet risers. the lowest horizontal structural members supporting the lowest floor, with exception of piling, pile caps, columns, grade beams and 1. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE THREE 8D COMMON. TOE NAIL r- r ti PROJECTIONS FIRE-RESISTANCE RATED 1 HOUR ON THE UNDERSIDE >_2 feet to <5 feet bracing, is elevated to or above the base floor elevation plus 1 foot or the design flood elevation, whichever is higher. W •- - ti - 00 R311.7.8 Handrails shall be provided on not less than one side of each flight of stairs with four or more risers. 2. CEILING JOISTS TO TOP PLATE THREE 8D COMMON. TOE NAIL F- r, o ri 2, Basement floors that are below grade on all sides are prohibited.R 322.3.3Foundations. Buildings and structures erected in ¢ N ry ti N o0 TABLE R302.1(2) R311.7.8.4 Continuity. Handrails for stairways shall be continuous for the full length of the flight with winders, at landings, or over coastal high-hazard areas and Coastal A Zones shall be supported on pilings or columns. 3. CEILING JOISTS (NOT ATTCHED TO-RAFTER), LAPS THREE 16D COMMON FACE NAIL o N M co cv EXTERIOR WALLS- DWELLINGS WITH FIRE SPRINKLERS lowest tread. OVER PARTITIONS MINIMUM MINIMUM FIRE Exceptions: Section R325 Mezzanines 4. CEILING JOIST TO PARALLEL RAFTERS + LAPS TABLE R802.5.1(9) FACE NAIL EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE 1. Handrails shall be permitted to be interrupted by a newel post at the tum. R 325.2 Mezzanines. The clear height above and below mezzanine floor construction shall be not less than 7 feet. Habitable attics shall 5. COLLAR TIE TO RAFTERS THREE 10D EACH FACE NAIL FIRE-RESISTANCE RATED 1 HOUR 0 feet R311.7.10.1 Spiral Stairways. Spiral stairways are permitted provided that the clear with at and below the handrail is not less than 26 comply with section R325.6 WALLS NOT FIRE-RESISTANCE RATED o Hoults 3 feet inches and the walkline radius is not greater than 244 inches. Each tread shall have a depth of not less than 6J inches at 6. RAFTER OR ROOF TRUSS TO PLATE THREE 10D COMMON 2 ON SIDE + 1 ON OTHER TOE NAIL R 325.3 Area limitation. The aggregate area of a mezzanine or mezzanines shall be not greater than one-third of the floor area of the the walkline. All treads shall be identical, and the rise shall not be more than 94 inches. Headroom shall not be less than 6 room or space in which they are located. The enclosed portion of a room shall not be included in a determination of the floor 7. ROOF RAFTERS TO RIDGE, VALLEY OR HIP THREE 10D COMMON. TOE NAIL R302.2.3 Continuity. The fire-resistance-rated wall or assembly separating townhouses shall be continuous from the foundation to the feet 6 inches, area of the room in which the mezzanine is located. RAFTERS 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. includin wall extensions throw h and se aratin attached enclosed assessor structures. 8. STUD TO STUD (NO AT BWP) 16D COMMON AT 24"O.C. FACE NAIL 9 9 P 9 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 a5 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. 9. STUD TO STUD (AT BRACED WALL PANEL) 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. O O O O O O p p horizontal (12.5 percent). Exception: Where it is technically infeasible to comply because of site constraints, ramps shall Exceptions: 10. BUILT UP HEADER, TWO PIECES 16D COMMON AT 16"O.C. ALONG EACH EDGE FACE NAIL � � rn � � � Exception: A parapet is not required in the preceding two cases where the roof covering complied with a minimum Class C rating have a slope of not more than 1 unit vertical in 8 units horizontal (12.5 percent). 1. Mezzanines or ortions thereof are not re uired to be o en to the room in which the are located, rovided that thea re ate 11. CONTINUOUS HEADER TO STUD FOUR 8D COMMON." TOE NAIL � 5 � � 5 > as tested in accordance with ASTM E 108 or UL 790 and the roof deckin or sheathin is of noncombustible materials ora roved P q P Y P 99 9 w w w 9 g PP R 312.1 Guardrails: Porches, balconies, and stair landings 30" above floor or grade to be installed with 36" high railings, balusters not floor area of the enclosed space is not greater than 10 percent of the mezzanine area. 12. TOP PLATES TO TOP PLATE 16D COMMON ® 16"0/C FACE NAIL � � � � � � fire-retardant-treated wood for a distance of 4 feet on each side of the wall or walls or one layer of 5/8 inch Type X gypsum to allow passage of a sphere 4 inches or more in diameter. 2. In buildings that are not more than two stories above grade plane and equipped throughout with an automatic sprinkler system board is installed directly beneath the roof decking or sheathing, supported by not less than nominal 2 inch (51 mm) ledgers R 312.2.1 Window sills. In dwellin units, where the to 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 i FACE NAIL 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 ON EACH SIDE OF,END JOINT (24" MIN IAP SPICE N any openings or penetrations in the roof are not within 4 feet of the common walls. 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 JOIq o building, the operable window shall comply with one of the following: cls a sand, silt ravel or cls a ravel with a resum tive desi n load bearin value of 2,000 PSF. Do not face footin s 3. A parapet is not required where roof surfaces adjacent to the wall or walls are at different elevations and the higher roof is Y Y Y 9 Y Y 9 P P 9 9 P 9 1. Operable windows with opening that will not allow a 4 inch diameter sphere to pass through the opening where the on soil that consists nmaril of cls or silt or have an Inor anic 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 P Y Y Y 9 opening is in its largest opened position. 15. BOTTOM PLATE TO JOIST OR BLOCKING (AT BWP) 2-16D AT 16"O.C.r FACE NAIL deck shall have not less than a 1-hour fire-resistance rating. The wall shall be rated for exposure from both sides. TABLE R402.2 Concrete: A 28 day minimum compressive strength (f'c) is required at the following locations: 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F 2090. R302.2.6 Structural independence. Each individual townhouse shall be structurally independent. 2. Basement walls exposed to weather: 3000 psi plus 5 to 7% air entrainment 16. TOP OR BOTTOM PLATE TO STUD TWO 16D COMMON. END NAIL 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. (,�� Exceptions: 3. Porch slabs, steps, and garage slabs: 4000 psi plus 5 to 7% air entrainment FOUR 8D COMMON. TOE NAIL Z 'T, R312.2.2 Window opening and control devices. Window opening control devices shall comply with ASTM F 2090. The window opening F.L.4 1. Foundations supporting exterior walls or common walls. control device, after operation to release the control device allowing the window to fully open, shall not reduce the net clear R 403.1.4.1 Frost protection: Bottom of all footings to be at least 36" below grade. 17. TOP PLATES, LAPS AT CORNERS + INTERSECTION 2-16D COMMON FACE NAIL W 5. Townhouses separated by a common wall as provided in Section R302.2, Item 1 or 2 o enin area of the window unit to less than the area re uired b Section R310.2.1. R 403.1.5 Stepped Footings: Step footing 1 ft vertical maximum on 2 feet horizontal where slope of footing bottom exceeds 10% U P 9 q Y 21. JOIST TO SILL, TOP PLATE, OP. GIRDER THREE 8D COMMON. TOE NAIL � R302.3 Two-family dwellings. Dwelling units in two-family dwellings shall be separated from each other by wall and floor assemblies having R 403.1.3.6 Isolated concrete footings. In detached one and two family dwellings that are three stories or less in height and constructed cD Section R313 Automatic Fire Sprinkler Systems g p g pp g P P 22. RIM JOIST OR BLOCKING TO SILL OR TOP PLATE 8D COMMON 0 6"O/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 with stud bearin walls, isolated Iain concrete footin s su orcin columns or edestals are ermitted. O m Building Code. Fire-resistance-rated floor/ceiling and wall assemblies shall extend to and be tight against the exterior wall, and wall R 403.1.6 Foundation Anchors e: Wood sole lates at exterior walls on slabs and all wood foundation wall sill lates shall be anchored 27. BUILT UP GIRDERS AND BEAMS 2X LUMBER 20D COMMON AT 32"O.C. T&B STAGGERED FACE NAIL AT EACH LAYER J p assemblies shall extend from the foundation to the underside of the roof sheathin R313.1 Townhouse automatic fire sprinkler systems. Townhouses having a height of three stories above grade plane shall be 9 P P -- W w g' equipment throughout with an automatic sprinkler system. with X2 inch diameter anchor bolts spaced as shown on the plans and details. Bolts shall extend a minimum of 7 inches into 28. 2X LEDGER THREE 16D COMMON AT EACH JOIST OR RAFTER. FACE NAIL Y Exceptions: concrete and located in the middle third of the width of the plate. A nut and washer shall be tightened on each anchor bolt. " W w w R313.1.1 Design and installation. Automatic residential fire sprinkler systems for townhouses shall be designed and installed in " " 31. WOOD STRUCTURAL PANELS: SUBFLOOR, 6D COMMON (WALL) 6 o/c at edges and = 1.A fire-resistance rating of X hour shall be permitted in buildings equipped throughout with an automatic sprinkler system installed accordance with Section P2904 or NFPA 13D. There shall be a minimum of two bolts per plate section and located not more than 12 or less than 3.5 from the end of ROOF, AND WALL SHEATHING TO FRAMING SD COMMON (ROOF) 12"o/c at interior U o 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. Z uired to be fire resistance rated b Section R302.3 the su ortin SD COMMON (SUBFLOOR) supports (see note f) (� R302.3.1 Supporting construction. Where floor assemblies are req y , pp 9 grade shall be equipped throughout with an automatic sprinkler system. o construction of such assemblies shall have an equal or greater fire-resistance rating. R313.2.1 Design and installation. Automatic residential fire sprinkler systems shall be designed and installed in accordance with Section TABLE R404.1.2(1) a. All nails are smooth-common, box or deformed shanks except where otherwise stated. Nails used for framing and sheathing fn 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: �O ksi for shank diameter of 0.192" (20d common nail), 0 co self-closing device. Doors from garage into habitable space: 45 min. fire rated with self - closing device or automatic - closing 90 ksi for shank diameters larger than 0.142" but not larger than 0.177", and 100 ksi for shank diameters of 0.142" or less. MAXIMUM UNSUPPORTED W device. Balconies and decks. Sprinkler protection shall be provided for exterior balconies, decks and ground floor patios of HEIGHT OF BASEMENT LOCATION OF HORIZONTAL REINFORCEMENT d. 4-foot-by-8 foot or 4 foot by 9 foot panels shall be applied vertically I' ❑ 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 (FEET) f. Intermediate supports shall be spaced 6 inches on center for a minimum of 48 inch distance from ridges, eaves and gable end U constructed of a minimum No. 26 gage sheet steel or other approved material and shall not have openings into the garage. shall be ermitted to be located such that their deflectors are within 1 inch to 6 inches below the structural walls and 4 inches on center to gable end wall framing. W = 07 R302.6 Dwellin arae fire se aration. The arae shall be se arated as re uired b Table R302.6. 0 enin s in arae walls shall com I p s8 ONE NO. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY 9-9 9 P 9 9 P q Y P 9 9 9 P Y members and a maximum distance of 14 inches below the deck of the exterior balconies and decks that are AND ONE NO. 4 BAR NEAR MID- HEIGHT OF THE WALL STORY _ W with Section R302.5. Attachment of gypsum board shall comply with Table R702.3.5. The wall separation provisions of Table R302.6 I- 0 shall nota I to ora a walls that are er endicular to the ad'acent dwellin unit wall. constructed of open wood joist Construction. ONE NO. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY R602.3(5) 2x4 wall studs at 16 inches on center with a maximum height of 10 feet shall support a maximum of one floor plus I- PPY 9 9 P P 1 9 >8 AND ONE NO. 4 BAR NEAR THIRD POINTS IN THE WALL STORY roof/ceiling assembly. 2x6 wall studs at 16 inches on center with a maximum height of 10 feet shall support a maximum z m TABLE 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 Z Iii areas. Garage ceiling: 5/8 type X gypsum board -i R314.1 General. Smoke alarms shall comply with NFPA 72 and Section R314. where the ultimate design wind speed is less than or equal to 130 mph, 2X6 #2 grade studs supporting a roof load with Z I _ i v R302.9 Flame Spread & Smoke Density Index. all ha.1: Wall & ceiling finishes shall haver flame spread classification of not greater than R314.1.1 Listin s. Smoke alarms shall be listed 'n r nce wi k TABLE R404.1.2(8) Minimum Vertical Reinforcement for 8, 10 and 12 inch Concrete Basement Walls not more than 6 feet of tribute len th shall have a maximum wall hei ht of 18 feet when s a d _ o 200. R30.9.2: Wall & Ceiling finishes shall have a smoke developed index of not greater than 450. Tested in accordance with ASTM 9 I acco da th UL 217. Combination smo a and carbon monoxide alarms shall ry g g p ce at 16 inches on C7 E84 or UL 723. - be listed in accordance with UL 2034. MINIMUM VERTICAL REINFORCEMENT BAR center and 20 feet where spaced at 12 inches on center. installed to provide overlapping at corners and W T 'A R314.3 Location. Smoke alarms shall be installed In the followin locations. R602.3.2 nterseat. Woo studrinwallarshall be End edntst n t doubll to pll tb R302.11 Fire blocking shall be provided in wood framed construction in the following locations. ( ) 0 Y O ROB 9 0 9 SIZE AND SPACING INCHES P P PP P P ER 1. In each Glee in room. g p J p p e offset not less than 24 inches. Joints in plates 1. In concealed spaces of stud walls and partitions, including furred spaces and parallel rows of studs or staggered studs, as P 9 MAXIMUM UNSUPPORTED MAXIMUM UNBALANCED DESIGN LATERAL SOIL PRESSURE OF " ','n �� S 2. Outside each separate sleeping area in the immediate vicinity of the bedrooms. WALL HEIGHT BACKFILL HEIGHT 45 PSF PER FOOT OF DEPTH need not occur over studs. Plates shall be not less than 2 inches nominal thickness and have a width not less than the _ ;, f �, �*a.�j' follows: FES Do not backfill with an soil containin silt or cls width of the Studs. �,,,;,1 < ITl 1.1 Vertically at the ceiling and floor levels. 4. Smoke alarms shall be installed not less than 3 feet (914 mm) horizontally from the door or opening of a bathroom that ( ) ( X e y' E`C m contains a bathtub or Shower. WALL THICKNESS (INCHES) R602.6 Drilling and notching of dimensional lumber to conform to sections R602.6, R602.6.1, and figure R602.6(1). Notching & Q •�. -f ', ? � 1.2 Horizontally at intervals not exceeding 10 feet. s 10 12 bored hole limitations for exterior walls and bearing walls, figure R602.6(2) Notching and bored hole limitations for interior W I R314.3.1 Installation near cooking appliances. Smoke alarms shall not be installed in the following locations unless this would prevent W 2. At interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. �1.;,p placement of a smoke alarm in a location required by Section R314.3. 8 7 NR NR NR non bearing walls & figure R602.6.1 top plate framing to accommodate piping. 16 gage and 1.5 inch wide metal tie =� -P 02 _ �; >I_ 3. In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall comply with 9 B 5 m 41 NR NR fastened across and to the plate at each side of the notch with 8-10d nails each side. Follow manufacturers U : e� Section R302.7. 1. Ionization smoke alarms shall not be installed less than 20 feet (6096 mm) horizontally from a permanently installed specifications for engineered products. (figure R602.6.1) (/� . 4. At openings around vents, pipes, ducts, cables and wires at ceiling and floor level, with an approved material to resist the free cooking appliance. 10 s s ® 41 5 m 22 NR o , passage of flame and products of combustion. The material filing this annular space shall not be required to meet the ASTM E 136 2. Ionization smoke alarms with an alarm-silencing switch shall not be installed less than 10 feet (3048 mm) horizontally ❑ -__Y requirements. from a permanently installed cooking appliance. NR denotes no reinforcing required. 5. For the fire blocking of chimneys and fireplaces, see Section R1003.19. 3. Photoelectric smoke alarms shall not be installed less than 6 feet (1828 mm) horizontally from a permanently installed Locale vertical bars 1Y4" clear from inside face of walls. The center of bars shall not vary from this by more than % inch. 6. Fire blocking of cornices of a two-family dwelling is required at the line of dwelling unit separation. cooking appliance. 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 following materials. in accordance with Section R314.3, the alarm devices shall be connected in such a manner that the actuation of one alarm 0 1 6 0 2 3 will activate all of the alarms in the individual dwelling unit. 2 Two-inch nominal lumber. UNITS 9 3 MODEL A 2. Two thicknesses of 1" nominal lumber with broken lap joints. W Section R315 Carbon Monoxide Alarms � SHEET NUMBER 3. One thickness of 23/32 inch wood structural panels with joints backed by 23/32 inch wood structural panels. R315.1 General. Carbon monoxide alarms shall be provided in accordance with section 915 of the Fire Code of NYS. 2 4. One thickness of 3/4 inch particleboard with joints backed by 3/4 inch particleboard. 11 5. One gulf er i gypsum board. 9 4 MODEL A 1 (D 6. One uarter inch cement based millboard. 7. Batts or blankets of mineral wool or glass fiber or other approved materials installed in such a manner as to be securely U) retained in place. W - - O COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED TABLE R602.3(3) TRUSS IDENTIFICATION SIGN U) ^ , Requirements for Wood Structural Panel Wall Sheathing Used to Resist Wind Pressures (a,b,c) Z W N1101.11.1 (R303.2.1) Protection of exposed foundation insulation. Insulation applied to the exterior of basement walls, crawlspace walls and P2607.2 Pipes penetrating exterior walls. Where a pipe penetrates an exterior wall, waterproof seal shall be made on the exterior of the PART 1265. RESIDENTIAL STRUCTURES WITH TRUSS W PANEL NAIL ULTIMATE DESIGN the erimeter of slab-on-grade floors shall have rigid, opaque and weather-resistant protective covering to prevent the degradation wall b one of the followingmethods: TYPE CONSTRUCTION, PRE-ENGINEERED WOOD MINIMUM NAIL WIND SPEED V ult P g g P 9 P 9 y 2 0 SPACING (mph) of the insulation's thermal performance. The protective covering shall cover the exposed exterior insulation and extend not less 1. A waterproof sealant applied at the joint between the wall and the pipe. CONSTRUCTION AND/OR TIMBER CONSTRUCTION o P P 9 P P PP 1 P P � q MINIMUM MINIMUM MAXIMUM WALL than 6 inches (153 mm) below grade. 2. A flashing of an approved elastomeric material. 6" DIA. U 2 WOOD NOMINAL PANEL STUD SPACING REFLECTIVE RED � SIZE PENETRATION STRUCTURAL THICKNESS (INCHES) WIND EXPOSURE N1101.14 (0401.3) Certificate (Mandatory). A permanent certificate shall be completed by the builder or other approved party and posted on P2801.6 Required pan. Where a storage tank-type water heater or a hot water storage tank is installed in a location where water leakage 0 'r�'�� (� (INCHES) PANEL SPAN (INCHES) EDGES FIELD CATEGORY a wall in the where the furnace is located, a utility room or an approved location inside the building. from the tank will cause damage, the tank shall be installed in a pan constructed of one of the following: PANTONE (PMS) X187N D V O_ 2 RATING (INCHES O.C.) (INCHES O.C.) 1. Galvanized steel or aluminum of not less than 0.0236 inch 0.6010 mm in thickness. Z ^ , c=i TABLE N 1102.1.2 (R402.1.2) ( ) V/ e C D 2. Plastic not less than 0.36 inch 0.9 mm in thickness. 8d Insulation and fenestration Requirements by Component ( ) � �� COMMON 1.75 24/16 7/16 16 6 12 170 140 135 3. Other approved materials. U 4_0 CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENT SLAB CRAWL ■� U > � rn ZONE n U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE & SPACE A Elastic pan installed beneath agas-fired water heater shall be constructed of material having a flame spread index of 25 or EFLECIIVE cs R602.3.5 Braced wall panel uplift load path. Braced wall panels located at exterior walls that support roof rafters or trusses U-FACTOR SHGC R-VALUE R-VALUE R-VALUE DEPTH WALL less and a smoke developed index of 450 or less when tested in accordance with ASTM E84 or UL723. Z WHITE W (D �N>: - (including stories below top story) shall have the wall sheathing and fasteners designed to resist combined uplift and shear R-VALUE fj = y+?Z - 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 " Z U 0 eo in MARINE T101.1 Genzral. The provisions shall be applicable for new construction where solar-read provisions are required. " 1/4 O i Q•Cn 5 M R802.11 Rafter or truss uplift force. P PP Y P q 1/2 U Q uu m co For rafters at 16 a/c in 130mph wind speed. Roof pitch > 5/12 Exposure 8 N1102.2.2 (R402.2.2) Ceilings without attic spaces. Where section N1102.2 would require insulation levels above R-30 and the design of the TRUSS IDENTIFICATION SIGN STROKE _ � y co Span (ft) 12 18 24 28 32 36 42 48 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 ❑ V M roof/ceiling assemblies shall be R-30. The insulation shall extend over the top of the wall plate to the outer edge of plate Solar-Ready Zone. A section or sections of the roof or building overhang designated and reserved for the future installation of a SIGNS IDENTIFYING THE EXISTANCE OF TRUSS CONSTRUCTION SHALL CONSISTS OF A CIRCLE 6'IN Uplift Force # 117 149 182 203 226 247 281 314 an Increase x1.09 for pitch < 5/12. Increase x 1.5 for 24"o/c spacing. Increase x 1.32 for 140 mph. without compression. The reduction of insulation from the requirements of Section N1102.1.2 shall be limited to 500 sf (46 m2) or solar DIAMETER,WITH A STROKE WIDTH OF 1/2'.THE SIGN BACKGROUND SHALL BE REFLECTIVE WHITE IN m R702.3.5.1 Screw fastening. Screws for attaching sum board and sum ane) products to wood framing shall be Type W or Type S in 20 percent of the total insulated ceiling area, whichever is less. photovoltaic or solar thermal system. COLOR.THE CIRCLE AND CONTENTS SHALL BE REFLECTIVE RED IN COLOR,CONFORMING TO PANTONE (9 2 9 9YP oYP P P 9 YP YP N1102.2.4 (R402.2.4) Access hatches and doors. Access doors from conditioned spaces to unconditioned spaces such as attics and crawl MATCHING SYSTEM(PMS)X187. a accordance with ASTM C 1002 and shall penetrate the wood not less than 5/8 inch. spaces shall be weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. Section T103 Solar-Ready Zone SECTION 1265.4. SIGN CR 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 R702.4.2 Backer boards. Materials used as backers for wall tile in tub and shower areas and wall panels in shower area shall be of requirements of Table R1102.1.2 based on the applicable climate zone specified in Chapter 3. q PP P P T103.3 Solar-ready zone area. The total solar-ready zone area shall be not less than 300 square feet (27.87 mz) exclusive of TO THE EXTERIOR OF THE RESIDENTIAL STRUCTURE; PROVIDED,HOWEVER,THAT: IS AFFIXING THE SIGN OR materials listed in Table R702.4.2, and installed in accordance with the manufacturer's recommendations. N1102.2.8 0402.2.8 Floors. Floor framing-cavity cavit insulation shall be installed to maintain permanent contact with the underside of the mandato access or set back areas as required b the International Fire Code. New multiple single-family dwelling townhouses SYMBOL TO THE ELECTRICAL BOX WOULD OBSCURE ANY METER ON THE ELECTRIC BOX,OR F THE UTILITY ( ) 9- Y P mandatory q Y P 9 Y g ( ) PROVIDING ELECTRICAL SERVICE TO THE RESIDENTIAL STRUCTURE DOES NOT ALLOW THE SIGN OR SYMBOL TABLE R702.4.2 subfloor decking. three stories or less in height above grade plane and with a total floor area less than or equal to 2,000 square feet (185.8 m2) M 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 M THE ELECTRICAL BOX THE MATERIAL STANDARD down to 10 feet (3048 mm) below grade or to the basement floor, whichever is less. Walls associated with unconditioned composed of areas not fess than 5 feet (1.52m) in width and not less than 80 square feet (7.44 m2) exclusive of access or set SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED PRIOR TO THE ISSUANCE OF A CERTIFICATE Z GLASS MAT GYPSUM BACKING PANEL ASTM C 1178 basements shall meet this requirement unless the floor overhead is insulated in accordance with Section N1102.1.2 and N1102.2.8. back areas as required by the International Fire Code. I OF OCCUPANCY OR A CERTIFICATE OF COMPLIANCE I 0 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: 0 NONASBESTOS FIBER-CEMENT BACKER BOARD ASTM C 1288 OR ISO 8336, CATEGORY C Where using tight-fitting doors on factory-built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested equipment. ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE NONASBESTOS FIBER MAT REINFORCED CEMENTITIOUS BACKER UNITS ASTM C 1325 and listed for the fireplace. T103.7 Rod load documentation. The structural design loads for roof dead load and roof live load shall be clearly indicated on the BUILDING CODE. W TABLE R703.8.1 construction documents. F_ CO 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 NOTE: 5/8 INCH THICK ROOF SHEATHING IS TO BE USED, WHEN ROOF TRUSSES ARE SPECIFIED AS THE ROOF FRAMING MEMBERS. 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 postioned at the opposite (load) end from the input feeder location or main circuit location. U c,o (inches) ABOVE ABOVE ABOVE D (EQUATION 16-8) GENERAL REQUIREMENTS A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE BUILDING ENVELOPE. D + L (EQUATION 16-9) � L3x3x1/4 8'-0' 4'-6' 3'-0' THE EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINUOUS AIR BARRIER. E 3901.7 Outdoor outlets. A water roof outlet is required for an size deck porch, or balcony that is accessible from inside dwelling unit. D + S O BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. P q Y � � P � Y 9 (EQUATION 16-10) L4x3x1/4 6'-0" 5'-0' 4'-6' At 'east one installed at the front and back of dwellingunits. D + .6W LL u •� CEILING/ ATTIC THE AIR BARRIER IN ANY DROPPED CEILING/ SOFFIT SHALL BE ALIGNED WITH THE INSULATION AND ANY (EQUATION 16-12) F- L50.5x5/16 10'-o' s'-o" 6'-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) O m 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. - L6x3.5x1/4 14'-O" 9'-6' 7'-0' Z BE SEALED. E 3902.14 Location of GFCI outlets. All GFCI outlets must be placed in readily accessible locations. D = DEAD LOAD, L = LNE 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. J a. Long leg of the angle shall be placed in a vertical position. THE JUNCTION OF THE TOP PLATE AND THE TOP OF THE EXTERIOR WALLS SHALL BE SEALED. CATEGORY B. r1 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: 44 R703.12 Adhered masonry veneer installation. Adhered masonry veneer shall comply with the requirements of Section R703.7.3. WINDOWS. SKYLIGHTS AND THE SPACE BETWEEN WINDOW/ DOOR JAMBS AND FRAMING, AND SKYLIGHTS AND FRAMING SHALL BE THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD UP LOADS AS REQUIRED BY DOORS SEALED. 0703.12.1 Clearances. On exterior stud walls, adhered masonry veneer shall be installed: THE FOLLOWING LIVE LOADS: ALLOWABLE ASCE?-10 , TCDL = 15 PSF, BCLL=IOPSF, AND BCDL = 10 PSF. PROVIDE ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE NOTED 1. Minimum of 4 inches (102 mm) above the earth RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER ROOF: ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. GROUND SNOW LOAD 20PSF FROM FIGURE 0301.2(6) STRUCTURAL MEMBER DEFLECTION 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 MINIMUM DISTRIBUTED LIVE LOAD PER TABLE 0301.5 TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD DEFLECTION OF THE LESSER OF L 360 OR .75". plastic with a minimum vertical attachment flange of 3 X inches (89 mm) shall be installed to extend a minimum of 1 inch (25 GARAGE AND CANTILEVERED FLOORS) (FOR SOLAR READY ROOF DESIGN LOAD ADD: 24 POUNDS Rafters having slopes greater than L/180 H mm) below the foundation plate line on exterior stud walls in accordance with Section R703.4. SHAFTS, PENETRATIONS DUCTS SHAFTS, UTILITY PENTRATIONS, AND FLUE SHAFT OPENING TO EXTERIOR OR UNCONDITIONED PER LINER FOOT ED 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 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. ^ T GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE AND CONDITIONED SPACES. BALCONIES AND DECKS: 40 PSF Interior Walls and partitions H 180 1_1 I wood member abutting the vertical wall stud construction shall be anchored with not fewer than three 5/8 inch diameter by 5 inch P 2. LOCATION OF ALL JOINTS. W lag screws to every wood stud spacing. Each additional wood roof member shall be anchored by the use of two 10d nails at RECESSED LIGHTING RECESSED LIGHT FIXTURES INSTALLED AT IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO UNINHABITABLE ATTIC W/O 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 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. U) feet 8 inches, with max 7:12 roof pitch. See figures R03.8.2.1 & R703.8.2.2. SHOWER/ TUB ON THE AIR BARRIER INSTALLED AT EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS SHALL SEPARATE THEM HABITABLE ATTIC W FIXED STAIRS: 30 PSF All other structural members L/240 4.2. TOP CHORD DEAD LOAD, 0 R703.8.4 Anchorage: 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 LIVE LOAD. m r`,.rl/ g Masonry PP g Exterior walls with plaster or stucco finish L/180 4.4. BOTTOM CHORD DEAD LOAD. C/ !Il or grout 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 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. ❑ 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. I EXPOSURE CATEGORY: B FROM R301.2.1.4 Exterior Walls with brittle finishes L/180 4.6. CONTROLLING WIND LOADS. ^ O veneer. FAch tie shall support not more than 2.67 square feet of wall area and shall be spaced not more than 32" on center SEISMIC DESIGN CATEGORY: B FROM FIGURE 301.2.2 (exempt 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. horizontally and 24 inches on center vertically. N1102.4.5 (R402.4.5) Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage from seismic provisions of code per Exterior Walls with flexible finishes L/180 6. EACH REACTION FORCE AND DIRECTION. 9 masonry 9 between conditioned and unconditioned spaces. All recessed luminaires shall be IC-rated and labeled as having an air leakage rate ) 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR ( Ii 0703.8.5 Flashing shall be located beneath the first course of mason above finished round level above the foundation wall or slab and at 0301.2.2 ( • ) P 9 9 Lintels supporting masonry veneer L/600 EXCEPT WHERE SYMMETRICALLY other points of support., including structural floors, shelf angles and lintels where masonry veneers are designed in accordance with not more than 2.0 cfm (0.944 L/s) when tested in accordance with ASTM E 283 at a 1.57 psf (75Pa) pressure differential. All PRESUMPTIVE LOAD-BEARING VALUE OF SOIL: 2,000PSF Per TABLE LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. section 0703.8. 0703.8.6 Weepholes shall be provided in the outside wythe of masonry walls a a maximum spacing of 33 inches on center. Weepholes shall 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. D i C402.4 (0402.4.6) Tenant Separation Walls (Mandatory). Fire Separations between dwelling units in two-family dwellings and multiple GM, and GC. 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. not be less than 3/16 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. F- R703.14.2 Fire Separation. Polypropylene siding shall not be installed on walls with a fire separation distance of less than 5 feet (1524 mm) NOTE: Soils with clay or clay and silt will require a redesign 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. H and walls closer than 10 feet (3048 mm) to a building on another lot. Section N1103 (R403) of building footings. 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. Exception: Walls perpendicular to the line used to determine the fire separation distance. Systems WOOD FLOOR TRUSS SPECIFICATIONS: F- U R801.3 Roof drainage in areas where expansive soils or collapsible soils are known to exist: All dwellings shall have a controlled method of N 11031 (04031) Controls (Mandato ) At least one thermostat shall be provided for each separate heating and cooling SystemAB B R EVIATI 0 N S WOOD FLOOR TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF Z . . (Mandatory). . water disposal from roofs that will collect and discharge roof drainage to the ground surface not less than 5 feet from foundation THE BUILDING CODE. W walls or to an approved drainage system. N 1103.1.1 (0403.1.1) Programmable thermostat. The thermostat controlling the primary heating or cooling system of the dwelling unit shall A.B. ANCHOP, BOLT be capable of controlling the heating and cooling system on a daily schedule to maintain different temperature set points at D.S.TLDOWNSPOUT LT. WT. LIGHTWEIGHT RNG RANGE 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: 0 0802.1.5.4 Labeling each piece of Fire-retardant treated lumber and wood structural panels shall be labeled per section 802.1.1. P 9 9 9 Y Y P P A.F.F. ABOVE FINISH FLOOR pTl DETAIL LT. LIGHT R.O. ROUGH OPENING U 1 different times of the day. This thermostat shall include the capability to set back or temporarily operate the system to maintain ADJ. ADJACEVT/ADJUSTABLE R D (EQUATION 16-8) 0802.4.2 Framing details. Rafters shall be framed not more than 1 /z inches (38 mm) offset from each other to ridge board or directly zone temperatures down to 55'F 13'C or u to 85'F 29'C . The thermostat shall initial) be programmed b the manufacturer �►• EACH Lam• LOUVER RISER D + L (EQUATION 16-9) 0 P ( ) P ( ) Y P 9 Y A.F.T. ABOVE •WISH TREAD 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 E.J. EXPANSION JOINT LAUNDRY TUB RND ROUND with a heating temperature set point no higher than 70'F (21'C) and a cooling temperature set point no lower than 78'F (26'C). ALUM. ALUMINUM 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. ELECTRICALD = DEAD LOAD, L = LNE LOAD, (51mm) nominal thickness and not less in depth than the cut end of the rafter. Hip and valley rafters shall be supported at N1103.2 (R403.2) Hot water boiler outdoor temperature setback. Hot water boilers that supply heat to the building through one or two pipe ANCH. ANCHOR ELEV. ELEVATION M'S• MASONRY S.C. SAWCUT < ANGLE MAT. MATERIAL SCHEM. SCHEMATIC the ridge by a brace to a bearing partition or be designed to carry and distribute the specific load at that point. Where the roof heating systems shall have an outdoor setback control that lowers the boiler water temperature based on the outdoor temperature. EQ. EQUALLOOR TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: ARCH. ARCHITECTURAL MAX.MDMAXIMUM SHLF SHELF TCLL = 40 PSE, TCDL = 10 PSE, AND TCDL = 5 PSF pitch is less than three units vertical in 12 units horizontal (25 percent slope), structural members that support rafters and ceiling N1103.3 (0403.3) Ducts. Ducts and air handlers shall be installed in accordance with Sections N1103.3.1 through N1103.3.8. EQUIP EQUIPMENT joists, such as ride beams, his and valleys, shall be designed as beams. a AT MEC MEDIUM DENSITY OVERLAY SHT. SHEET 1 9 P Y 9 N1103.3.1 (0403.3.1) Insulation (Prescriptive). Supply and return ducts in attics shall be insulated to a minimum of R-8 where 3 inches EXP. EXPANSION MECH. MECHANICAL SIM. SIMILAR TRUSSES SHALL HAVE A MAXIMUM LIVE LOAD DEFLECTION OF L/480 AND A TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75". Where ceiling joists or rafter ties are not provided, the ridge formed by these rafters shall be supported by a wall or girder (76.2 mm) in diameter and greater and R-6 where less than 3 inches (76.2 mm) in diameter. Supply and return ducts in other BD. BOARD EXT. EXTERIOR MIN. MINIMUM S.S. STAINLESS STEEL designed in accordance with accepted engineering practices. 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 STL. STEEL TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN R802.7.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural glue-laminated where less than 3 inches 76.2 mm in diameter. BM BEAM M.D. MASONRY OPENING DRAWINGS SHALL INCLUDE THE FOLLOWING INFORMATION: members, cross-laminated timber members or I-joists are prohibited except where permitted by the manufacturer's ( ) SUSP. STRUCTURAL Exception: Ducts or onions thereof located completely inside the building thermal envelope. BTM BOTTOM MTL METAL 1. DEPTH, SPAN, AND SPACING. p p p y g p F/C FLOOR COVERING CHANGE SUSP. SUSPENSION recommendations or where the effects of such alterations are specifically considered. BLKG. BL000G 2. LOCATION OF ALL JOINTS. lr� 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 (0403.3.2) 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 SGD SLIDING GLASS DOOR 3. REQUIRED BEARING WIDTHS. - r 9 g 9 J 9 P 9 M1601.4.1. BRG. BEARINC FDN. FOUNDATION NTS SQ. SQUARE Fw- ri c � (4 _: supported laterally by solid blocking, diagonal bridging (wood or metal) or a continuous 1 inch by 3 inch wood strip nailed across BRK BRICK (NTS) NOT TO SCALE 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. . FLOOR Q N 04 1� OD ao the rafter or ceilingjoists at intervals not exceeding 8 feet. Exceptions: TB TOWEL BAR 4.2. TOP CHORD DEAD LOAD. o � cv CO ad �i j 9 BSMT BASEMENT FP FIREPLACE TONGUE AND GROVE 4.3. BOTTOM CHORD LIVE LOAD. 1. Air-impermeable spray foam products shall be permitted to be applied without additional joint seals. O.C. ON CENTER T & G 0802.9 Trimmer joist: single header and trimmer for openings up to 4'-0" and doubled over 4'-0" unless otherwise noted on plan. CL CENTER LINE F.R. FIRE RATED TGS TOP OF GRADE SLAB 4.4. BOTTOM CHORD DEAD LOAD. 2. For ducts having static pressure classification of less than 2 inches of water column (500 Pa), additional closure systems shall C.M.U. CONCRETE MASONRY UNIT OPER. OPERATOR 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. Connect with tecos for header joist spans of 6'-0" and greater. FIRM FRAME TFyV TOP OF FOUNDATION WALL R806.3 Vent and insulation clearance. Where eave or cornice vents are installed, blocking, bridging, and insulation shall not block the free 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 JOINTFT. FOOT / FEET TYP TYPICAL OPNG. OPENING 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. flow of air. Not less than a 1 inch space shall be provided between the insulation and the roof sheathing and at the location of button-lock types. COL COLUMN OPT. OPTIONAL 6. EACH REACTION FORCE AND DIRECTION. p p 9 FTG FOOTING T TREAD the vent. N1103.3.3 (0403.3.3) Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage. CONIC. CONCRETE O.S.B. ORIENTED STRAND BOARD GA. GAUGE TR TOWEL ROD EXCEPT WHERE SYMMETRICALLY (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR 7• JOINT CONNECTOR TYPE AND DESCRIPTION N1103.4 (0403.4) Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105'F (41'C) COND. CONDITION OZ. OUNCE TRPL TRIPLE LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. CONT. CONTINUOUS GALV. GALVANIZED 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). 1/R ONE ROD Section 0807 Attic Access G.C. GENERAL CONTRACTOR 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. roof construction shall have an attic access opening to attic areas that have a Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on building loads calculated in accordance CONST. CONSTRUCTION 1/S ONE SHELF U.N.O. UNLESS NOTED OTHERWISE 9• CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. 0807.1 Attic access. Buildings with combustible ceiling or r P 9 with ACCA Manual J or other calculated in accordance with ACCA Manual J or other approved heating and cooling calculation CTSK. COUNTERSUNK GEN. GENERAL iii vertical height of 30 inches (762 mm) or greater over an area of not less than 30 square feet (2.8m2). The vertical height shall methodologies. PP g g PC POURED CONCRETE 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. C.O. CASED OPENING GYP. GYPSUM VERT. VERTICAL z z z z z z be measured from the top of the ceiling framing members to the underside of the roof framing members. G.L. GLUE LAM PBD. PARTICLE BOARD VERIFY IN FIELD 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. O 0 O O 0 O N1103.6 (R403.6) Mechanical ventilation (Mandatory) The building shall be provided with ventilation that meets the requirements of the 2015 CANT. CANTILEVER PL. PLATE V.I.F. 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS, co co � m rn 65 The rough-framed opening shall be not less than 22 inches by 30 inches (559 mm by 762 mm) and shall be located in a International Mechanical Code as amended), the 2015 International Residential Code as amended), or the New York Cit C.T. CERAMIC TILE HGT. HEIGHT W WASHER Z � 5 5 5 5 ( ) ( ) y HDWR. HARDWARE PNL. PANEL W WITH • DRAFTSTOPPING: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF AFLOOR-CEILING W W W W hallway or other readily accessible location. Where located in a wall, the opening shall be not less than 22 inches wide by 30 Construction Codes, as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have CLG. CEILING / inches high (559 mm,wide by 762 mm high). Where the access is located in a ceiling, minimum unobstructed head-room in the PP PP C.M. CROWN MOULD HORZ. HORIZONTAL,HORIZONTALLY PWD. PLYWOOD ASSEMBLY, DRAFfSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DRAFTSTOPPING SHALL attic space shall be 30 inches (762 mm) at some point above the access measured vertically from the bottom of ceiling framing automatic or gravity dampers that close when the ventilation system is not operating. WD, WOOD C.R. CHAIR FAIL HD.WD. HARDWOOD PF. PREFABRICATED WELDED WIRE FABRIC DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING members. See Section M1305.1.3 for access requirements where mechanical equipment is located in attics. HR. PR. PAIR W.W.F. MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR-CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: m Section N1104 0404 Electrical Power and Lighting Systems D DRYER HOUR WO OR W/O WALKOUT FLOOR FRAMING IS CONSTRUCTED OF TRUSS-TYPE OPEN-WEB OR PERFORATED MEMBERS. N ( ) 9 9 Y HDR. HEADER PROJ. PROJECT / PROJECTED WINDOW LO N1104.1 R404.1 Lighting and equipment Mandato Not less than 90 percent of the permanently installed lighting fixtures shall contain only PENNY HB PSI POUNDS PER SQ. IN. WNDW MATERIALS: DRAFTSTOPPING MATERIAL SHALL BE NOT LESS THAN 1/2 INCH GYPSUM BOARD, 3/8 INCH WOOD STRUCTURAL PANELS. o Section 0902 Fire Classification ( ) 9 9 (Mandatory). P P Y 9 9 Y HOSE BIB N high-efficacylams DBL. DOUBLE PSF POUNDS PER SQ.FT. 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 P • DIA. DIAMETER I.D. INSIDE DIAMETER TYPICAL ROOF & FLOOR TRUSS NOTES: roofing shall be installed in jurisdictions designated by law as requiring their use or where the edge of the roof is less than 3 DTR. DIRECTION INGR. IN GROUND P.T. PRESSURE TREATED QUAD. A s Q QUADRUPLE TRUSSES SHALL BE DESIG I feet (914 mm) from a lot line. Class A, B and C roofing required by this section to be listed shall be tested in accordance with Section M1305 Appliance Access DN DOWN. INSUL. INSULATION � NED N ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND MANUFACTURE OF UL 790 or STM E 108. M1305.1 Appliances access for inspection service, repair and replacement. Appliances shall be accessible for inspection, service, repair and DR. DOOR INT. INTERIOR REQ'D REQUIRED METAL-PLATE-CONNECTED WOOD TRUSSES SHALL COMPLY WITH ANSI/TPI 1. THE TRUSS DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY F.. R 902.4 Rooftop mounted photovoltaic panel system. Rooftop mounted photovoltaic panel system installed on or above the roof covering replacement without removing permanent construction, other appliances, or any other piping or ducts not connected to the DW I.S. INSIDE CORNER REF. REFER TO REFERENCE A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF NEW YORK. Z W shall be tested, listed and identified with a fire classification in accordance with UL 2703. Class A, B or C photovoltaic panel appliance being inspected, serviced, repaired or replaced. A level working space not less than 30 inches dee and 30 inches wide DISH WASHER RMS. ROOMS * TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT WOOD MEMBERS CLAMPED IN RIGID W [.� P P PP 9 P P P 9 P P DWG. DRAWING JT• JOINT REINF. REINFORCING,REINFORCED FIXTURES DURING ASSEMBLY TO INSURE TIGHT FITTING JOINTS. L ' ca system shall be installed in jurisdictions designated by law as requiring their use or where the edge of the roof is less than 3 (762 mm by 762 mm) shall be provided in front of the control side to service an appliance. �0- � IS T THE CONTRACTOR KSI KIPS PER SQUARE INCH * TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. 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 j R 903.2.1 Exposed wall flashing required to have a kick-out where the eave of the roof intersects a wall to prevent water intrusion into the enough to allow removal of the largest appliance, but not less than 30 inches (762 mm) high and 22 inches (559 mm) wide and RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN _J m DESIGNED AND INSTALLED TO PREVENT ROTATION AND PROVIDE LATERAL STABILITY IN ACCORDANCE WITH ACCEPTED INDUSTRY PRACTICE SUCH AS W a wall assembly. not more than 20 feet (6096 mm) long measured along the centerline of the passageway from the opening to the appliance. THE SBCA BUILDING COMPONENT SAFETY INFORMATION (BCSI) GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING & BRACING OF METAL PLATE F4 W R 905.1.2 An ice barrier/ water shield shall be installed per manufacturers specifications, to maintain product warranty. Carry down M1307.3 Elevation of ignition source. Appliances having an ignition source shall be elevated such that the source of ignition is not less CONNECTED WOOD TRUSSES. W w front of fascia, min 4 typical. Apply ice & water shield in fair weather when the air, roof deck and membrane are at than 18 inches (457 mm) above the floor in garages. * TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE APPROVAL OF A 0 ).� U o P g g P q P ( ) dryer g / REGISTERED DESIGN PROFESSIONAL. temperatures of 40 degrees Fahrenheit or higher. Ice protection requirements per table 0301.2 1 Install ice & water M 1502 Clothes d er duct maximum length not to exceed 35' from the connection to the transition duct and reduced 2-1 2 inches for * Z GRAPHIC SYM B 0 LS 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 INSTALLED FOR THE INSTILLATION OF THE TRUSSES. 0 C3shield. shall comply with code section M1502 listed and labeled in accordance with UL2158A. Exhaust duct size shall comply with code - C3 R 905.2.2 Slope. Asphalt shingles shall be used only on roof slopes of two units vertical in 12 units horizontal (2:12) or greater. For roof section M1506. slopes from two units vertical in 12 units horizontal (2:12) up to four units vertical in 12 units horizontal (4:12), double ® STRUCTURAL CALC. REFERENCE WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: 0 HT1- ILLI 9 co co DET DETAIL REFERENCE - All general notes unless otherwise noted on plans or product specifications. F'+� << underla menta application is required in accordance with Section R905.1.1. G2415.7 (404.7) Protection against physical damage: Where piping is installed through holes or notches in framing members and the piping uu Y PP q SHT - All applicable state & local codes, ordinances and regulations if any. ❑ R 905.2.5 Fasteners. Fasteners for asphalt shingles shall be galvanized steel, stainless steel, aluminum or copper roofing nails, minimum 12 is located less than 1 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 U gage [0.105 inch (3 mm)] shank with a minimum 3/8 inch diameter (9.5 mm) head, complying with ASTM F 1667, of a length to attached, the pipe shall be protected by shield plates that cover the width of the pipe and the framing member and that extend w = co penetrate through the roofing materials and not less than % inch (19.1 mm) into the roof sheathing. Where the roof sheathing is not less than 4 inches (51 mm) to each side of the framing member. Where the framing member that the piping passes - compliance with manufacturers specifications and / or recommendations. U P 9 through is a bottom late bottom track to late or to track, the shield plates shall cover the framing member and extend not General contractors and subcontractors to review these construction documents upon receipt from architect � � CD less than '/. inch (19.1 mm) thick, the fasteners shall penetrate through the sheathing. 9 P P P P P e O# DOOR / HARDWARE TYPE and report an and all discrepancies including an dimensional conflicts, immediate) to architect for F- 5. 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 P Y P 9 Y Y inches (102 mm) in height and 4 inches (102 mm) in width and shall direct water away from the vertical sidewall onto the roof member. DET _ - - DET BUILDING SECTION corrective measures prior to construction, z m or into the gutter. Where siding is provided on the vertical sidewall onto the roof or into the gutter. Where siding is provided on G2426.7.1 (502.7.1) Door swing. Appliances and equipment vent terminals shall be located such that doors cannot swing within 12 inches SHT SHT - DO NOT SCALE DRAWINGS. DIMENSIONS SHALL BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. ; Q the vertical side wall, the vertical leg of the flashing shall be continuous under the siding. Where anchored masonry veneer is (305 mm) horizontally of the vent terminal. Door stops or closures shall not be installed to obtain this clearance. <# >_ PARTITION TYPE - The general notes and typical details apply throughout the job unless otherwise noted or shown. Z 9 9 v provided on the vertical sidewall, the base flashing shall be provided in accordance with this section and counterflashing shall be G2427.8 A mechanical draft venting system, excluding direct vent appliances, shall terminate not less than 4 feet below, 4 feet horizontally - DISCREPANCIES: The contractor shall compare and coordinate all drawings; when in the opinion of the CSI o `� _ o m provided in accordance with Section R703.7.2.2. from or 1 foot above any door, operable window or gravity air inlet into any building. The bottom of the vent terminal shall be contractor, a discrepancy exists, the contractor shall promptly report it to the architect for proper W VtOB 9 �. R 905.2.8.5 Drip edge. A drip edge shall be provided at eaves and rake edges of shingle roofs. Adjacent segments of drip edge shall be located not less than 12 inches above finished ground level. adjustment before proceeding with the work. Q 61�, Rio �� overlapped not less than 2 inches (51 mm). Drip edges 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, their 6 "i `k." �� S and extend up back onto the roof deck not less than 2 inches (51 mm). Drip edges shall be mechanically fastened to the roof from any air opening into the building. Such an appliance with an input over 10,000 BTU per hour but not over 50,000 BTU per - , � -A deck at no more than 12 inches (305 mm) o.c. with fasteners as specified in Section 0905.2.5. Underlayment shall be installed hour shall be installed with a 9 inch vent termination clearance. construction shall be of the same character as for similar conditions that are shown or noted elsewhere on I� 1. �1,, 4) M m the construction document set. `a-;4 < z C7 over the dripedge along eaves and under the drip edge don rake edges. The vent terminal of a direct vent appliance with an input of over 50,000 BTU per hour shall be located not less than 12 inches 4., .1, •1C --1 9 9 P 9 9 9 R 1001.1 Masonry fireplaces & chimneys to be constructed in accordance with Section R1001 and the applicable provisions of Chapters 3 from any air opening into the building. - All work is to be performed in a professional manner and in accordance with best practice and consistent , . �t'ti _� and 4 of this code. with manufacturer's and supplier's recommended installation procedures. \ o� '' _J, 2i R 1003.9 Termination. Chimneys shall extend not less than 2 feet higher than any portion of a building within 10 feet, but shall not be less Section G2439 (614) Clothes Dryer Exhaust - The architect has not been retained to perform framing inspections and / or field inspection. The architect �� 4 p 4_ than 3 feet above the highest point where the chimney passes through the roof. G2439.1 (614.1) Installation. Clothes dryers shall be exhausted in accordance with the manufacturer's instructions. Dryer exhaust systems is therefore not responsible for any and all conflicts including weatherazation, water proofing and framing `wYO�. shall be independent of all other systems and shall convey the moisture and any products of combustion to the outside of the with respect to the construction documents. Section R1004 Factory-Built Fireplaces building. PURSUANT TO SECTION 69.5 (b) OF THE NEIN YORK STATE EDUCATION DEPARTMENT, REGULATIONS OF THE COMMISSIONER R 1004.1 Factory built fireplaces shall be listed and labeled and shat 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 ("REGULATIONS"), 8 NYCRR 69.5, ENTITLED "SEALS", AN ARCHITECT WHO SEALS "PLANS, SPECIFICATIONS AND REPORTS" MUST PLACE 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: IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING &6B NUMBER R 10004.5 Gasketed fireplace doors. A gasketed fireplace door shall not be installed on a factory built fireplace except where the fireplace manufacturers instructions. UNDER THE DIRECTION OF A UCENSED ARCHITECT, TO ALTER AND ITEM IN ANY WAY. system has been specifically tested, listed and labeled for such use in accordance with UL 127. R 1006.1 Factory built or masonry fireplaces shall be equipped with an exterior air supply to ensure proper fuel combustion unless the room Section P2607 Waterproofing of Openings 2 0 1 6 0 2 3 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 W (MODEL Al ) <,X UNITS 9 3 material shall be installed in manner that prevents water entry into the building. Counterflashing into the opening of pipe serving Q 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 = 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. cellulose) shall be written in inches (mm) or markers that are installed at least one for every 300 square feet (28 1712) throughout Z the attic space. The markers shall be affixed to the trusses or joists and marked with the minimum initial installed thickness with 9 4 (MODEL Al ) Z numbers not less than 1 inch (25 mm) in height. Each marker shall face the attic access opening. Spray polyurethane foamU) I 2 thickness and installed R-value shall be listed on certification provided by the insulation installer. 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WHEN NOT ALI6NED WITH RAFTER, MR CONNECT KING STUDS TO TOP PLATE ��X " ROOF FRAMING WRAP 1-1/4"X22 6A.6ALV.COIL STRAP 2x4 OR 2xb Z ATTACH TO EACH PAIRuj OS-f0 X Zt"MN. OF OPP05NG RAFML S OVER TOP OF TOP PLATE AND NAIL CRIPPLE STUDS o ATTAO1t TO EACH PAR OF OPP05M6 RAFTERS ROOF RATER, ROOF ' 16 O.G. 2x AC-0 LEDGER W/2-3/8"x5"LAG, 8 BOLTS a I6"OG INTO STUDS DBL TOP S U N PLAN 5�PIJW SIMPSON STRONG-TIE 2X BLOGKIN6 A35 a EVERY RR AT 2 END BAYS Z d s 2X4 STUD WALL OR ^ , 5 SSG SIMPS.x04 srRONG CEILING JOIST OR IN STROWB,� O W (D .. ` SIMPSON STR!)Nfr1TE H2 8D NAILS -TE W TE Fv TRU55 BOTTOM CHORD 51MP50N H2 GONNEGTOR®EAco SIM 8d NAILS TYP. RIDES STRAPS 5N1AI1 DE AITAGN�TO EACH PAR OF OPPOSING RAFTERS. ALTERNATE TO RIDGE S7RAP� SIMPSON STRONG-TIE ` o L TYRPROVIDE 2X4 COLLAR TIE AT H3 a EVERY RR RAFTER TO STUD AND KINGS _ ,�, '"' c a rn V4FrM:RPEE 6TRM5 ARE NOr REQURED WIBN 06LLAR TIES GF (H-EN ALIGNED) U > FOR USE WHBd 5TH AND I IN 0"NATION Y 1"�Ql 57 A� N0M1k 0 OR?X4 LLNn M�LDOATEP N RE IFPBt THRD OF THE UPPER THIRD OF THE ATTIC SPACE IY 0 zg2 ;•� N�; 5 S ALIGN DO NOT AU6N ATTIC SPADE MD ATTAGt®TO EACH PAR 0 RAFTERS W/4�Od MALS W 4-10d AT EACH RAFTER) 65-22 STRAP E _ EACH STUD,SEE Z V � L.SU26 FOR 2xb DETAIL 4 LW2B FOR 2x8,2xIO,OR 2x12 si c " O L fn-a ch U Q W 4 m FRAMED 6 ❑ U = M �' 00 WI OR U RID OE 5TRAP DETAIL / R1 DOE 5TRAP DETAIL SIMP50N ERONG-TIE 2x4 S 2xb °R DOOR � (FOR GATH.GL65 WITHOUT COLLAR TIES) / (WITH OR WITHOUT COLLAR TIES) LU28® EVERY GJ STUDS N9 16"O.G. NO SPECIAL F7 2x AC-0 LEDGER H/3/8"x5" LAG CONNECTORS REQ I L LOCATE AT EVERY RAFTER BOLT O IG, OG INTO STUDS STRAPPING TO BE I-V4 X22 6A. eo'�vlsr 2 N.TS. LOCATE AT // N.TS. IN THIS AREA ~ SIMPSON STRUNG SIrPsm 5TRliNJb 6ALV.,SEE DETAIL 4/01.ALL 5TRAPPIN6 TE LT5 TE N16 / TO BEAR A MIN.OF 10"ON FRAMING. OR HO M"OOTMNG 15 LEE.� F Amu / / PORCH -ROOF GABLE END WALL 80 NAILS IYP. FOR USE w ILS STUDS Aib usE IN GC 31NAT10N ONLY w1al STUDS AND / DETAIL D T IL AT ATTICz AL16N DO NOT ALI6N q��RAPPINO I( N.TS, STRAPPING TO RUN ONTO RIM JOIST,SEE O DETAIL 9101(ONE STORY)OR ONTO STUD U 8001= RAFTER HIJRRI DANE TIES`\ ; , " AT WALL BELOW frwo STORY) � I ` CD ~ N.TS. LOCATED AT EVERY ROOF RAFTER ` TT I G ' '• O ` 5TRAPP I NO DETAIL ' SI P"P05r CAP u,�4, �2 FOR FRAME GONNEGTI ONS o • Ili W45-,1 AT 1305 Ln DI N.TS. o m 2ND FLOOR //� M (x)1" PROVIDE 3'X3,{6"X3"wA51R PLATE AT ALL ANCHOR BOLTS 4-16d FACE NAILS FROM Z 15iw OR 4 KING STUD INTO HEADER ❑ / OOD 51H PLATB. PRE-W SECURED PAB1 R 5B ANCHOR BOLT5 MAY BE USED IN LIEU OF T / GOLUMN P05T TOP ANGHOR 1�1 STRAP START NnLS / ✓ LOCATE AT EVERY COLLIMW GIRDER CONP6GTICNN H/2 IF FROM THREADED ROD W/WASHER PLATE. PROVIDE 3"X6X.036'6ALV.STEEL PLATE W Ir LENGTH N.TS. OF sp 6-8D NAILS AT CORNERS AND INT 'SEGT1N6 II MN / MALS 4)NNS MN N �"lEJ6TH(tea i l 12-8D NAILS AT AT BUTT JOINTS IN STRAI6HT SIMP50N LSTAI2 STRAP W/ ( WALLS. 3'X12"X/36'6ALV.STEEL PLATE W/ 11�� aEAR SFAN T "IP NAILS WALLS WHERE THERE 51NSLE PLATE OR HEADER 5-I0D NAILS EACH END AT 00 2X6 KINS OUT LENGTH \ / �� ONE AT SPANS�Ti1TTO 6 FEET EACH JACK STILET 24 MINMUM LAP SPLICE TWO FOR SPANS 6 TO 12 FEET O PRM MEN DV 2 1/$ 5/8"P A301 ROD THREADED b'BOTH EN05. THREE FOR SPANS 12 TO 16 FET 2X6 JACK STUDS OiDN). w PISrAN E OF 1/S" EW 11346TH BOTTOM G b PEE-W 3/4' AND I"ROD AT 51MP50N 5TEEL 5TRON6 WALL,5EE PLANS 12-160 MIN.NAILS ONE AT SPANS<6' IST 1=LOO I� NAIL`' AT ALL SPLICES TWO AT SPANS FROM b'TD 12' w w q"MN _ THREE AT SPANS>12' � w SIMPSON P05T66 SET=PLAN 2'X3/8"X3"WA5HER PL W/NUT EACH 510E UNLE55 NOTED OTHERWISE ON PLAN Q ([�� (�4)m Mme) ABU4GS-22 COIL STRAP I UPPER 5TORY SHEAR m (� __ WALL TO GIRDER ALTERNATE ANGHOR BOLT DETAIL ® EXTERIOR WALL ❑ W FLOOR TO FLOOR TIES I l BELOW GO�iNEGTION Q 4 I FOR 5ET BAGK WALL5 HDU HOLD-DONN5 AND 5TRON0 HALL DOUBLE TOP WALL PLATE SPLICE DETAIL HEADER CONNECTION KT-5. L.OGATED AT EVERY 571/0 \ V2'0 HOOKED ANCHOR BOLT W 1' NOr� i --,,,,,FOUNDATION MINIMUM EMBEDMENT OR EXPANSION I`� N,T5. 1 4 1 1 6 COL STRAWS LIM W--ATHING PRONE:8d(AAMGN(0-N x 25 LONG)WQ.5. BOLT W/5'MINIMIM Eh18�11ENT N.TS. N.TS. COL STRAPS OV9t SURE PROVIDE nod OM(0431 x V UV, NAILS. I \\ N.TS. I \ F- \ GOLUMN P05T BOTTOM ANGHOR \IN, LOCATE AT EVERY GOLI)I.IW 6FRDLR GONNEGTION i:a�I:ArrFR ALLOWABLE HOLES - To n,AT Vk=,lac 8D NAIL m 6'0/C AT ALL PANEL EDGES " r , IOD NAIL®24 0/G LVL Headers and Beams Z �../ As�wrc�ra NAS HIP RAFTER, IGD NAIL®24"0/G '053 OR PLYWOOD W 5(3=PLAN Microllame LVL SIMP50N HGP HIP SHEATHING � W K*T13t INTERIOR 1.3E TimberStrands and NOTE.WHERE 24'WIDE MINIMUM FLU HE169 (4)NAILS MR N LSL hole zone Parallam®PSL Y depth CORNER TIE 2 x diameter of the P U WALL RETURN 15 PROVIDED AT E05 OF I 11"LENGTH(TlP) hole zo largest hole(minimum) Q BRACED WALL LINE THE 80011 HOLD"MAY I �' - SIDE)CS-22 STRAPS PER DETAIBE ELIMINATED. PROVIDE THO L IN LIEU OF I AT EACH 13/4' ``�\J - - L5TA3b STRAPS SHOWN IN THE DETAIL. NAIL SHEATHING TO SIMPSON BP WASHER � LEN6TF1�} 0 8D NAIL®6'0/G INTERIOR 51LI PLATE W Sd 2x AGQ SILL PLATE DOABLE o AT ALL PANEL ED6E5 d - HAUS o IN bd SILL AT FULL PLATE. o EXTB(jl� GYPSUM BOARD o 0 0 5/6 DIA STEEL ANCHOR Microllams LVL and _j 7'MINIMUM BOLTS MAX y-8l OL_ - -- - - Lx N Rd y,T. SD NAIL 0 12'0/0 AT ALL Parallams PSL EMBEDMENrEXTEND BOLTS MIN.7"INTO G5-22 COIL STRAP 44a STRAP TO RArrac MEMBERS NOT AT PANEL EDGES FON.WITH T16M EWO NJT t allowed hole zone 3'x 3'KA5FER TO EACH BOLT. (q)1 x 6�r STN SM L7P4 RATE NAILED TO middle Y3 span PROVIDE TERMITE SHIELD 51LL SNPS N COL SIRM 15/32"056 OR L5TAST W ABOVE NAILS 'M��F BG,' SEAL AND MAINTAIN 8'MIN. RM ff SLL NATE 9 W0/6 Ar EAM Wrst wtEW INSIDE CORNER OUT5IDE CORNER INTO STUD ABOVE AND LAGATi37 2'TO 6 PLYWOOD SHEATHING d 1.3E TimberStrand® LSL allowed hole zone d BELOW(2 EACH GORHlEl) FROM TOP OF WALL FROM TO FINISFE�GRADE WL AS RR r�Lan WPM PLAN VIEW PLAN VIEW ed � � � r 00 Tall=zqe� NOS` General Notes a N N ti N aq SEE COIL STRAPS UNDER SHEATHIN6 PROVIDE.8d COMMON(0.131 x 25"LONG)NAILS.COIL EXTERIOR WALL TOP o N CO CO N FOUNDATION PLAN STRAPS OVER SHEATHING PROVIDE,10d COMMON(0.131 x 3'LONG)NAILS. HEADER MAXIMUM ROUND • Allowed hole zone suitable for uniformly loaded EXTERIOR CORNER DEPTH HOLE SIZE headers and beams only. 19 LAY-OBER OR FALSE GALLEY PLATE HIP CONNECTION 5T�IRAPPINC DETAIL WALL I IV"il"(INV 4318 V • Round holes only nd STORY GORNER GONNEOTORS 8 TY�PlAL ANGHOR BOLT a STUD TO RIM ..101ST TO SILL PLATE 17 IS , 5�° 1r4" • No holes in cantilevers. LOCATE AT EVIRY 5TL1D N.T.S. KT, 7Y4"to 20" 2" • No holes in headers or beams in lank orientation. See illustration for Allowed Hole Zone DO NOT cut notch or drill N.T5. LOCATED AT EVERY GORN�R KTS. LOCATION AS NOTED N.TS. N.TS. .TS. P (holes in headers except as indicated in illustrations and tables. (1i Z Z Z Z Z Z A MINIMUM OF TWO BRACED WALL LINES(EHL)ARE REQUIRED IN EACH DIRECTION OF A BUILDING. BWLS SHALL NOT BE SPACED EXTEvED 5nw AND WALL SFEATHNG fl " WALL SHEATHING fl _O O_ O O_ O_ O_ MORE THAN 60 FT APART. WALLS WITHIN A BWL SHALL NOT BE OFFSET BY MORE THAN 4 FEET FROM A BWL. B&LOCATIONS ARE � TO TOP OF POM(WALL F LIQ-�� I NOTE TO TOP a POM'WALL F U5FD I I v5 rn v5 t 5o cn to INDICATED ON FLOOR PLANS ` ��I Cu w w 2 FT MAX PONY WALL MAY BE 2 FT MAX PONY WALL MAY BE SKf60 N DTTN'WLIP M AT OS-W`a'W.YW A BRACED WALL PANEL(8HP)SHALL BEGIN WITHIN 10 FEET OF EACH END OF A BWL. THE DISTANCE BETINM ADJACENT PLACED ON TOP OF HEADER I I PLACED ON TOP OF HEADER WALL EW PM'ELS M A)TUU AS REWW'' EDGES OF BHP'S SHALL NOT BE GREATER THAN 20 FEET. THERE 5HALL BE A MINIMUM OF TWO BHP ON EACH BWL EXCEPT AT 0 AT WA6W WALL PETALS G AW D. WALLS< 16 FEET LONG MAY HAVE ONE 48"OR LONGER BHP. BHP5 ARE TYPICALLY G5-W5P SHEATHED BRACED HALL PANELS 'o 0 (TYPE A)OR 6YP5UM BOARD GB(TYPE B). PROVIDE TYPE G,D,E,OR F PANELS A5 NOTED ON PLAN HHERE BHP TYPES A 3 I/2'WIDE LVL HEADER(SEE PILAW N ® b IG77 MALS AT DTTIZ AND B DO NOT QUALIFY DUE TO MINIMUM LENGTH REQUIREMENT5 OR ADDITIONAL CONTRIBUTING LENGTH OF BHP IS REGiARED. GONT1N1o115 TO OIJr51DE OF PANE( ® BHP TYPES ARE INDICATED ON FLOOR PLANS. 0 N ® 3/8'40 THREADED ROD IU � ® G5-W5P CONTIN)0115LY SHEATHED BRACED WALL PANELS(TYPE A)SHALL MEET z NOTE.WHERE 24'WIDE MINIMIM RILL.HEIGHT THE MINIMUM LENGTH REQUIREMENT5 OF TABLE RbO2.10.5. NAIL 1(6'MINIMUM HALL CONTINUOUS ItV4 MIN DEEP HEADER TO CONTINUOUS 114"MIN DEEP HEADER TO WALL RETURN 15 PROVIDED AT EN05 OF SHEATHING HITH 8d NAILS o 6"O/G(EDGES)AND 12"0/C(FIELD)AND PROVIDE 2X OUTSIDE KING STUD(SEE PLAN) Q OUTSIDE KING STUD(SEE PLAW PANE.CPM G5+5P BRAG WALL LINE THE 8000 BLOCKING,AT ALL UNSUPPORTED PANEL EDGES. PROVIDE 800 POUND HOLOOH N FASTEN t}'SHEATHING To HEADER W +"�j FASTEN J'SHEATHING TO HEADER W Z HOLDOIN MAY BE ELIMINATED. PER DETAIL Iq OR 20 AT ENDS OF BRACED WALL LINES THAT DO NOT HAVE a 8D NAILS•3'0/G IN EACH DIRECTION a DO NAILS 0 3'0/6 IN EACH DIREGTION WALL MIN PANEL W EITHER A 24"MINIMUM FULL HEIGHT WALL RETURN OR A 48"MINIMUM BHP. 11-1 SIMPSON LSTA24 STRAP ON BOTH 510B AND ua SIMPSON LSTA24 STRAP ON UNSHEATHED HEIGHT(ET) WIDTH'L' TRIM TOP OF PANEL A5 RF,2b CD TABLE RbO2.105 MINIMUM LENGTH REQUIREMENTS OF CS-W5P EACH OF HEADER TO JACK STUD W WHOP NAILS FACE W IG,IOD NAILS 8 28. b-1/4.505 SCREWS O W CONTINUCXI5LY 5HEATHED BRACED WALL PANELS FASTEN TOP PLATE TO HEA DEit W 2 FASTEN TOP PLATE TO HEADER W 2 q 32 m WALL AJAGENT CLEAR MINIMUM LEN6TH OF ROWS OF I6d NAILS a 3"o/c Q ROWS OF I6d NAILS a 310/6 !2 10 34' PORTAL STRAPS TR PS PER Et75E ON W Q w HEIGHT(FT) OPN6 HEIGHT BRACED WAIL PANEL (?)JACK STUDS MIN OR PER PLAN V II 38" BOTH SIDES(4 STRAPS PER PANG) ' Y 51MP50N CM COUPLER NUT (64' 24' (2)JACK 571/05 MIN.OR PER PLAN 12 42' V 8 860"TOqb" 3b,. O O BLOGKINNG AT PANNEL ED61E5 PANEL,VERIFY PANG IS PLUMB BLOCKING AT PAt�ED6ES BLOCKING AT PANEL 33)6ES SIRP50N 5,1513 STRONG�{4A L 5B Z C] (b4' 21' GYPSUM BOARD '65'BRACED WALL PANELS(`TYPE B)SHALL BE PANEL SHALL HAVE A LENGTH'L'OF NOT ~ PANEL 5HIALL HAVE A LENGTH'L'OF NOT U' LE55 THAN 16'FfJR 8 FT WALL 18'FOR 9 LESS THAN IV FOR ONE STORY AND 24'FOR �i w 3/8'f ANCHOR BOLT OR q 64'TO 80' 30' 48'MINIMUM IN LENGTH ON BOTH SIDES OF WALL PER TABLE O FIRST FLOOR OF TWO STORY APPLICATION. NOTE.DETAIL APPLIES TO FT WALL,AND 20'FOR A IO FT WALL SEE W O ADHESIVE ANCHOR &0"TO qb" 41' 8602.10.5. SECURE)2'6YF 5"BOARD HITH 6d COOLER NAILS, PLAN FOR ACTUAL LEN6TNf. J SE PLAN FOR ACTUAL LENGTH. BOTH ENDS OF HEADf:R 0 Z <b4' 30" .0915"X]Yb"GYPSUM BD NAILS,OR.098"X 138'ANNULAR RINGED JVL IF WIDTH TO HE16K DIMEI&ON5 ARE LL F WIDTH r0 HEIGHT DIMENSIONS ARE rn - 10 b4"TO 80' 30' NAILS®l'O/C(EDGES)AND 1"O/G(FIELD). BLOCKING 15 NOT EXC®�THEN DETAIL"F'TO BE USED. EXG�ID THEN DETAIL*P To 13E USED. LL w 80 TO q6 38 REQUIRED AT UNSUPPORTED PANEL.EDGES WHEN PANELS ARE fV 1 ❑ " ' INSTALLED HORIZONTALLY. PROVIDE JOIST OR TRUSS OR FULL _ " IF CONTINUOUS HEADER 15 USED OVER � 'Partial credit for panels 36"to 48'wide per R602.1052 HEIGHT BLOCKING DIRECTLY ABOVE AND SELOH TYPE B WALLS. X x 'OPENIN65 TINS MIDDLE . „ _ W TYP I GAL HoLDONN DET/i L AT Q ONE JACK AND KINN6 571105 d ONE JACK AND KING 5711DS BRAGIN615 NOT REQ V CONTINUOUSLY SHEATHED WOOD EQUAL 12 ToCD FASTEN 7116'SFEATHIN6 TO EACH STIR FASTEN 7/16'SFEAATHM,TO EACH STIR TWO KIN6 STUD 1=�RAMED FLOOR A STUCTURAL PANEL "CS-WSP" -TYPE A B GYPSUM BOARD "GB" - TYPE B AND SILL NV 8D COMMON NAILS.3"oiG AND SILL W/8D COMMON NAILS a 3"oiG } O O FASTEN 7/b"SHEATHING TO STUD Z m NOT TO SCALE PER FIGURE R602.10.5 NOT TO SCALE PER FIGURE R602.10.5 - - AND SILL W 8d NAILS•4'0/C LTi PORTAL DETAIL'G'ONLY APPLIES J N.T5. TO 2 FT TO 18 FT WIDE OPENIN65. 51MP50N H R5 HOLD"W 14-1/4'505 SIMP50N HHDU2 HOLD"W 6 1/4 SGREMS IN DOUBLE END STUD SDS SCREWS IF NO FLOOR ABOVE. co TABLE 602.10.3(0 BRACING REQUIREMENTS BASED ON 14OMPH TABLE 602.10.3(2)WIND ADJUSTMENT TO HVU4 HOLOOHdN W 10-1/4505 PANEL TO 517 DIRECTLY ON TOP OF HIND SPEED,EXPOSURE B,30 FT MEAN,ROOF HEIGHT,10 FOOT REQUIRED LENGTH OF HALL BRACING. 2-1/Y0 ANCHOR BOLT OR EXPANSION BGREW5 IF FLOOR ABOVE. CONCRETE DI FOUNDATION WAIL .............................. - SIaPSCN DTTIZ HaP MN Ar Yf 4VT WACED HALL HEIGHTS,AND 2 BRACED HALL LINES BOLT WITH 2"X2"Xs.(b'PL WASHER LLj' \ST E R WALL EW PAWLS(TYPE/)NDU AS REQURED ADJUSTMENT STORY CONDITION ADJUSTMENT I/2'R ANCHOR OR EXPANSION BOLT t O GOVT BA5ED ON SUPPORTING FACTOR Ito BAR DONT IN TOP OF GONGRETE OVER - 2-I/2'�ANCHOR OR EXPANSION BOLT tJ ROQ( �iA m I AT PRAM WALL PETALS G AW P CONCRETE >M BAR DONT IN TOP OF CONCRETE U � T STORY Bl^U SPACING METHOD 6B 5HEATHIN6 FOUNDATION FOUNDATION "3 TE m EXPOSURE CATE60RY ONE STORY G 12 ® 8-100 MALS AT PTTIZ TOP 10' 25' 55' EXPOSURE CATE60RY ONE STORY D 15 FOUNDATION � „ yam y #4 BAR GONE IN TOP AND BOTTOM EXPOSURE CATEGORY TWO STORY G 13 ROD W WASHER PLATE, DETAIL 15/71 BOLT OR ye"THREADED ROD, z m PA86-18 ANGFNOR BOLT OR%'�EA� OF GONGRETE FOUNDATION 51NNP'.�ON 587/8X24 OR PART-18 ANCHOR (� ® TOP 20' 5.0' 10.0' EXPOSURE CATE60RY TWO STORY D Ib EXTEND WALL 5FEATHIN6 OVER RIM JOIST PAB5-18 ANCHOR BOLT OR%'T14MADED ROOF SAVE TO RIDGE ROOF ONLY 15 FT 13 PANEL d7GE OVER ROD W WASHER PLATE,SIE DETAIL 15/01 5 DETAIL 15/01 Tj� TOP 30' 1.0' 145' FRAMED WALL PORTAL DETAIL TYPE D ONLY APPLIES TO 6 FT TO 18 FT WIDE OPENNIN65. ROOF EAVE TO RIDGE ROOF ONLY 20 FT Ib FLOOR PANEL HAS CONrRIBUTIN6 LENGTH OF 48'TOWARDS R602.10.%)MINIMUM LENGTH WALL TO BE USED ON FIRST FLOOR APPLICATION ONLY.PANEL HAS 4 TOP 40' CID, I85' ROOF EAVE TO RIDGE ROOF+I FLOOR 15 FT 1.15 REQUIREMENT5 FOR BRACED WALL PANELS AT BRACED WALL LINES. WNl TO BE COHTRIE1MN6 LENSTH OF 48'TOWARD5 8602.10-V MINIMUM LENGTH 51 05M STR sSIZE AND ANCHOR BOLTS FOR 6H TO \/ ROOF EAVE TO RIDGE ROOF+I FLOOR 20 FT 1.3 M ON FIRST FLOOR AFPLIGATIt9H ONLY REG1111RETENTS FOR BRACED WALL PANELS AT BRACED WALL LINES. ACTUAL HORIZONTAL DESIGN WIND LOAD AND CONDITION --W i Q��s TOP 50 11.0 23.0 ROOF EAVE TO R106E ROOF+2 FLOOR 15 FT 1.1 ................................. ..................... I I ROOF SAVE TO RIDGE ROOF+2 FLOOR 20 FT NP JOB NUMBER TOP bo' 13.0' 215' HALL HEIGHT ANY STORY SFT 0.9 CONTINUOUSLY SHEATHED PORTAL PORTAL FRAME WITH HOLD-DOWNS ALTERNATE BRACED WALL PANEL "ABW" SIMPSON STRONG WALL 3/8'A ANCHOR BOLT OR HALL HEIGHT ANY STORY 9 FT 0.95 DETAIL - TYPE E DETAIL - TYPE F ADHESIVE ANCHOR BOTTOM of 2 l0 5.0 l05 HALL HE16Hr ANY STORY 11 FT 1.05 C FRAME "CS-PF" DETAIL - TYPE C "PFH" DETAIL - TYPE D BOTTOM OF 2 20' q.0' 19.0' HALL HEIGHT ANY STORY 12 FT 1.1 E NOT TO SCALE PER FIGURE R602.10.6.3 D NOT TO SCALE PER FIGURE R602.10.6.2 NOT TO SCALE PER FIGURE R602.10.6.1 F NOT TO SCALE PER ENGINEERED METHOD W 2016023 °a`' ° "•" NUMBER OF BWL PER PIAN DIREG110N AT STORY 3 1.3 BOTTOM OF 2 30' 13.0' 215' Q SHEET NUMBER NIMER OF BWL PER PLAN DIRECTION AT STORY 4 1.45 BOTTOM OF 2 40 11.0 36.0 NUMBER OF BWL PER PLAN DIRECTION AT STORY 5 OR MORE Ib GYP IE FINISH TRODOMITEP FROM INSIDE FACE OF BHP 1.4 21 B RACED WALL PANEL DETAILS Z HOLDOV�IN DETAIL AT SLAB BOTTOM OF 2 50' 21.0' 44.0' APPLIES TO METHOD G5-W5P ONLY Z UNITS 9 3 (MODELBOTTOM OF 2 b0' 25.0' 525' AGYPPPLIES TO METHOD GB p NY STORY 4"O/G 0.7 D 1 NOT TO SCALE Al ) & 94 (MODEL Al ) 55 55 W COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED F H Z W E � v U � GldJf.2"x4"t10rm 4P TYP.EJ(fBtIGR WALL 0 � o 1"x4"LZlfR KIRS 0 I6"OG.- 2 Z L c9i FRAhfD 50FFIf 4 k + 2 H .�J u) M06ES TO AL16N RIVISM TO ALIGN (2)1 xi"ELOeiCIlG 1 1 ,+�_+ N •C N RIDGE VT2Nf ORJ1 L CI.Li'.K �DTL6t6xbx8 H aid Z_ RIDGE VENT by PYPON"OR EQINL Z U ` Lo rxr TRM O ` cn O rn TYPICAL ROOFING, Q W m M RGCAL ROOFI SHINGLES TYPICAL ROOFIN6, (xb'FASCIA U = `w a m ARCHITECTURAL ARCHITEGR RAL 5HIN61E5 ❑ M °D 9_uTnw u 15#FELT UNDERLAYMENT FELT i/2 PLYWOOD SHEATHING 6'AZEK TRIM 6'AZE:TRIM 1/2#PLYWOOD 'A r ra TRIM . M I � _ 12 ALI 12 12 12 DENTL BLOCK IDTLB6x6x8 DENTTL BLOCK*DTLBbxbxB 12 712 �� '"°R�'^� 12F � GABLE END DETAIL � b'AZEK TRIM n 12 12'- n W AZEK TRIM 6• b' 6. b. 11 OH. OH. iD�12 12 iD�-*-� -OH. OH. m m AI r 1'x 8'AZEK RAKE BD W/ 6'AZE:TRIM IN W AZE:RAKE BD W! 'r N.T.S. Z ik 3'AZA TRIM(n1'J 1211 12 I'x 3'AZEK TRIM(rYPJ �^� 0 ef 6'BLIND FLASHING �� b.��BLIND BREAK 11 11 111 R00F�� b'BLIND FLASHING FLASHING 5TANDIN6 SEAM —El Li STANDIN6 METAL ROOF xe FASCIA W. _ METAL ROOF = CD 4=4 1 111 UZ in- u�- Z BEDROOM#2 PL HT g 6'BLIND ALIGN 8'AZBC ALIGN 6 BLIND BEDROOM#2 PL HT o FHA IN6`"`"FA5GIA5 FRIEZE BD. FA5CIA5��FLASHI% �•.--,-I'0. — OH. ON. 0 Ln 4 Ill AZEK !E a RIILi 4 • I 4 Q ® w J Lj L21 4 I i ETTT FIN. IST FIN. IST FIN. 1ST FLOOR "ULL� FIN. IST FLOOR ELEV= O'-0' - FLOOR 00 ELEV= 0'-0" ~� 10'50UARE HBt6 PERMA CAST I Bxb P.T. 5T WITH I AP IIMP50NW+IOt I I I I I I PT POST WITH POST GAP SASIMPS t I 10'SQUARE HBW PERMA CAST I O COLUMN#46382 W/SQUARE W52-SIMPS /ABUbb P057 BASE 51MP50N AT CA POST BASE COLUMN 46382 W/SQUARE ^ w FLAT GAP t BASE(OR EQUAU ( (TYP-ALL COLUMN5) I I I I I I (TYP-ALL COLUPINS) I FLAN GAP t BASE(ort EQUAL) I ^ w -CORNER COLIJP�N TO BE I I I I I I I I -CORNER COLUMN TO BE I w PRONTO®W/5PLIT KIT PROVIDED W/SPLIT KIT I I I I I i I I I I ❑ w O SIN.B"FLOOR I I I I JIB IL I i I I "IN.e5Mr FLOOR OL - - - - — - - - - - - - - - - - - - - -��- - - - - - - - - - -�1- - - - - - - - - - - J L - - - - - -- - - - -��- - -- - - - - - - ��- - - - - - - - - - - -- - — - - - - - — F� U FRONT ELEVATION FRONT ELEVATION H 3 = I-0 b = I-0 cn II-_ U UNIT 94. UNIT 93 z W 0 MODEL Al ( MODEL Al ( 0 RI06B TO AL16N RID6E5 TO ALIGN aj _ti Q Q RIDGE VENT RIDGE VENT O r cV c+i oo cV Q N N f� N t0 _ 12 12 t 135 12 t 6.5 GRI BEYOND CRICKET BEYOND - t13S t13S - I ALI12 4 I2 z z z z z z 12 12 12 12 N� cA cA -co 65 cA 2�-1' INSTALL ICE t HALM SHIELD OH. ' OH411 111l 11 Ill . D 12 OH. OR INSTALL ICE t WATER SHIELD PER MANUFACTURERS 12 12 12 12 PER MANIFAGIURERS SPECIFICATIONS TO MAINTAIN 12 12 5i'EGIFIGATTONS TO MAINTAIN W PRODUCT WARRANTY bcB FASCIA BD. PRODUCT WARRANTY o LI TI L-1 111 NOTE: 0 mm. • LASHING nt to �+ 8'AZEC Fl Sff� APPLY TGE t HATER SHIELD IN FAIR 04 APPLY TGE t WATER SHIED IN FAIR ,,�.,�,�_, FRIEZE BD. WEATHER WHEN THE AIR,ROOF DECK AND If HEATHER WHEN THE AIR,ROOF DEGK AND - ME�RANE ARE AT TEMPERARFES OF 40•F MEMBRANE ARE AT TEMPERATURF5 OF 40•F (5•GJ OR HIGHER (5•G)OR M6HEL BRKF5T PL HT _ MSTi2 BiJR M51 R BDRMi _ BRKFST PL HT I'-0' 1'-0• — ' ' }"PL HT PL HT - W _. _ _ _ __.__ ..___..._... _. I'3" I'� CU7 EXTERIOR HALL OR 1I� Imo. EX1ERi0R WNl a LZL m -IYVE:OR EQUALI1J6l E SIDING - SOFFIT 1OR 014.V,1 SOFFIT -TYVEC OR Eat IL SIDING W O W Ic -146'0513 SHEATHING � rs rs ® ® � � J � ® ® j i = � -lAb'05B SHEATHING L> ~� W -2xb WOOD 5TA5 0 Ib OL. Q' ' -6'R-21 BATT5 Q u Q iv Q Q 11 14iv4 v -b'R-21 BATTS U p �' Ti d 2xb WOOD 5TLD5 0 Ib'OG. Q = Q LL?9 'A Ll Q Q Z 1 ° o 6ARAGE j v HALL w BEYOND. W O 11 Ill I Ill IIIIJI 0 W z 1 a FIN. 15T FLOOR IN. IST FIN. IS FIN. IST FLOOR FSI w ELEV= o'-0" -opELEV= o'-0" 2020 NYSRG-624278(5038) W ��--- VENTING 515TEM TERMINATION LOCATION: _ bx6 P.T.P05T WITH 51MP�.�ON . • THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN lil V 10 SQUARE HBt6 PERMA CAST III I III 10 SQUARE HB16 PERMA CAST bxb P.T.POST WITH SIMP50N INP OF 10000 BTU PER HOUR(3KW OR LE55 SHALL� � BG523/b POST GAP ANCHOR t I I I I I Ix4 AZEK TRIM I I I I Ix4 AZEK TRIM I I III I II I I I I I I B(52-ft POST GAP ANCHOR t SIMPSON ABI.Kb P05T BASE COLUMN#46382 YU SQUARE III I III III I II 1 COLUMN#46382 W/SQUARE 51MPSON ABU66 POST BASE LOCATED AT LEAST b'FROM ANY AIR OPENING INTO A F } nYP_ALL WLLM) I I FLAT GAP t BASE(OR EQ)AL) I I I I II I III I I I I I I I III I III I I FLAT GAP t BASE(OR EQUAL,) I I (1YP_,�COLUMNS) I BUILDING,AND SUCH AN APPLIANCE WITH AN INPUT ovER 10,000 I I -CORNER COLUMN TO BE I I III I E II I I I I iii I iii PRWID�HDU"PUT KITE BTU PER HOUR BUT NOT OVER 50OW BTU PER HOUR SHALL BE z PRovIDm W/SPLIT Kir I I I II 1 WNDOWII I w W I I I I N I I I I I I IANNTAPP�LWrEE WITH ITH OVER soa 0 BTU PER�Ha1R�D a ILS- g$ II I I I I I I 1L --� I I I I I IZ u------� I I I LEAST 2 TERMINATION 8 I I I I I I I I I b I I I INTAKE SHALL BE LOCATE AT LEAST I2'ABOVE 6RADE. W y CLEARANCE.THE BOTTOM OF THE VENT TERMINAL AND THE AIR FDI FDI .. '"�OE3F ................ I I I I IZ - - - - - - - - -1 - - - - - - - - - - - - - — L - - - - - — — =— IIr�TTr urFFIN = —_ - - - --_ - - _ - - - - - — - - c L 2020 NY5RC-R312.2.1 .r T y�� ?{ M ERABLE6 UNITS,WHERE 1 NOP of THE SQL of AN � _ _ - - - - - - - - - - - - - - - - - - - - - - - -i- - - - - - - - z - - - - - - - - OPERABLE WINDOW OPENIMS IS LOGATID LESS 11HAN 24' -`®=, �1 rn n ABOVE TI-E FINISHED FLOOR AND 6REATER THAN 12'ABOVE = •� -1 THE FINISHED 6RADE OR OTHER SURFACE BELOW ON THE r1 �Q EXTMIOR OF THE BUILDING,THE OPERABLE WINDOW SHALL = O REAR� L VITT I ON � ELEVATION COMPLY WITH OPE IL THE FOLLOWNFn •OP8NIN65 THAT WILL NOT ALLOW A 4 INGPI DIAMETER 5T'fHBRE (U O 2"13 0 TO PASS THROU6H THE OPENING IN ITS LAR6MT OPENED /1, - 3 3 b = I�' 'FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F 2090 V Mf WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO ......... ........................................... FULLY OPEN,SHALL NOT REJUGE THE NET CLEAR OPENING JOB UMBER UNIT 9 3 UNIT 9 4 AREA OF THE WINDOW UNIT TO LESS THAN 57 SQUARE FEET. w 2 0 1602 3 MODEL Al (HOLLY) MODEL Al (HOLLY) Q SHEET NUMBER UNITS 93 (MODEL Al ) & DUET CLUSTER 94 (MODEL LEVATIONS Z Al )) U) A I W 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED P106E VENT U F ^ , J'FIRE RETARDANT W W PLYHOOD 5HEATHIN6 w o 2'x8"RIDGE BEAMU q RIDGES TO ALIGN RIDGES 70 ALIGN 12 1216 0 r RI06E VENT RIDGE VENT 121— —112 2"X6" RR O Z r le� _ � � HARDIPLAN< 12 - `' .._- 12 12 12 (2)2"XIO" N HORIZONTAL SIDING ---_µ 55 HARDIPLANK PT GIRDER w = y N} 55 __ - "' 9 GUTTERS t LEADERS 9� HORIZONTAL SIDING W ,= y�?Z_ ALL 6UTTER5 t LEADERS SHALL BE BAKED WHITE ALI MIRM A32•MIN.6AWE,6UTTERS 12 �GURED TO Z s` &�°C M 12 t as«- -- SHALL BE 5'5EAMLE55,O.G.5TYLE w ALL 85 EN05 O Q W M ^ ------'------ RELATED t REQUIRED ACCESSORIES. LEADERS RIDGE VENT - U R106E VENT - - _ O _ 'o _.. 5HALL BE MRL 2 k3',211'GAUGE W/CLIPS t = co 17 - - - - - - " ANCHORS. CAULK t SEAL ALL JOINTS. PITCH T` co -- =-- .RID6E VENT°-. -6UTTERS MRL 1/8'/FT.PROVIDE P.VG. M .= -- _ --- RECEPTORS 8'ABOVE GRADE TO RECEIVE LL M - - LEADERS(CLOS®GAP DE516W. _. 1-0'` /n� cv0 --OH.- 2 V 2 --- -= `- - - TORY I PH III Iz CLERESTORY 12 12 _. _ µ - BEDROOM 03 12 BEYOND WALT.BEYOND 0 ROOF a COVERED _ 12 O.H. b'-0" D.H. PORGHBEYOFlfJ _ "'.. a.'- w ABLE _. _.,z.__-_a.,•_... a-...__ . ..-__ xb FASCIA BD ----.___.. __.___ _-W✓:---- I2 I ._ _ ._ 2"Xb" IT BEAM5 Z _ - .' 12 ® Ib" p BEDROOM#2 - ... PL HT -- - -- -. __-_ PL HT TR BR PL HT _-- � 12 I VVI SOFFIT BRD U – m- •-- _. 71, —or H. off ]fillIll — –pL R 10"SQUARE HBd6 PERMA i me'AZEK 1111 CAST COLUMN#46382 W/ o (A _Li C RIEZE�. -- I-0' SQUARE FLAT GAP d Z OH 1*. �» BASE(OR EQUAL)- MASTER 6' I I CORNER COLUMN TO BE Ill II I BEDROOM I I o PROVIDED H/SPLIT KIT 4 I l l I o Qs I I WALL BEYOND 4 Q I I = p •}5 I I I Goultrl e I � GaLIIMN e 4 LL' BEYOND :y j j 1 L T_ � I I GOI I1MN a COVERED I I __ COVERED v F' /y■� =1�s I;1`; .1.: COVERED POW H I I PORCH BEYOND I I FRONT PORCH I I I I I. . BEYOND Z V J T �^�I:-fir. ;` I I I -- I II if - L II II IN. 15T FLOOR FIN. 15T FLOOR ._. .- - IN. 15 -- _ T FLOOR I Ill I Ill Jill Ill 1111111 1111 ill Ill FIN. 15T FLOOR � ELEV= 0'-0" ELEV= O'-O" ELEV= O'-O" ELEY'= O'-O" w I Ix4 AZEK TRIM I i -I I I Ix4 AZEK TRIM coon e�--1 I I I 6 I I I I HOUR RATED EXTERIOR I I FIR5T FLOOR LINE z FRONT PORCH BEYOND I I I I FDI I I I BEARING WALL I I I F."..� W A55EMBLY- SEI= DETAIL: e O I I I I I I I I I al dZI vWIR.A F — IUNPIN.BSMT FLOOR U - - _ _ _ _ __ __ __ _ _ _ _ _ _ _ _ _ _ _ _ - --- - - _ - '_ _ _ __ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ �_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ m � C� TYPICAL PORCH SLAB O •4'P.G.SLAB(MIN.3500 P5I CONGA REINFORGED WITH bxb,IOAO W.W.M. R.1 GHT 51 DE ELEVATION LEFT 51 DE ELEVATION BREEZEWAY 510E) 'TAW t FILL TO q5%DENSITY r , IIIb = 1-03 6 = I'-o" Vj UNIT 93 UNIT 93 l BREEZEWAY SECTION A l . l NTS. z r MODEL Al (HOLLY) MODEL Al (HOLLY) w U O M06ES TO AU6N RIDGES TO AL16N _ Q RID6E VENT M06E VENT 12 12 12 HARDIPLANK HORIZONTAL 55 12 GUTTERS t LEADERS q� 55 HORIZONTAL 51DIN6 ALL 6UTTERS t LEADERS SHALL BE BAKED -- --- ---=- -- 9 00 WI1TE ALUMINJM 032'MIN.GAUGE 6LITTEI��b.STfLE W ALLe- . i __._..12�- - 12 ll l � 1: r 1: _ - . -... .._.... O � ri 00 13E 5'5EAI IN OR RELATH7 t REQUIRED OAGCE550WE5 LEADERS �_ -=t b5 - 12 1O M06E VENT M06E VENT !a5 O r N ri co N SHALL BE MIN 25c3', o2T GAUGE W/CLIPS! -- --- -.. --- ANGHORS. CAULK t SEW All JOINTS. PITCH - 6UTTERS MIN.I/b'/FT.PROVIDE PV.G. -RIDGE VENT ....._.. ..L_.- RECEPTORS b'ABOVE GRADE TO RECEIVE _ - LEADERS(CLOSED GAP DES16W. - - - - - - - - 12 - _ b 12 12 CLERESTORY -� Ya__- --- CLERESTORY -. - ry� WALL WALL BEY 12 BEDROOM#3 BEYOND - -- - ---- WALL BEYOND12 w - ' - -.- -�- ON. t IO _-_ - PORCH BEYOND Z Z Z Z Z Z Ixb FASCIA W. IZ _ _.:. - -_ _ �: -_.�_.- _� 12 '- M5TR BR W w m w BRKF5T PL HT -___ -__ -- --- - --- BEDROOM#2 PL HT 12 12 PL HT -01 co OH. - - —- M-, GARAGE OH. OFI. � Pl,HT b•AZEK FRIEZE�. I I -- - I i \ I ® , I-0 N I I -� OH. OR re MASTEREDROOM 11 1 1 KALL II rs 41411, F-- Q I I I I - WALL a COLUMN O COVERED I I I 4 Q Q I I ''_'.:,'.I l!I_ _ 16 GARAGE Q COLUMN A 4 1 1 COLUMN e Z V J BEYOND v W PORCH BE FOND II I I FRONT�� Z U v ,., GOJ� I I PORCH a C.7 I I I I '•'I.1- . Ia I:_1'. 1 BEYOND =}�:I. .'.i I.:+ i 114-1. i BEYOND O O 0 II : .., 1 µ Jill 1111111 1 IT. i 1 T. !; IN. ST FLOG W W uj _ _-. I I p i .1-... 1,1 T FIN.IST FLOOR FIN. 1ST FLOOR = O'-0„ 0 2 Q FIN. IST FLOOR _. ELEV= O'-0• ELEV= O'-0" FI 0'-0' U O Ix4 AZEK TRIM I I I I I J Ix4 AZFK TRIM I I ` — I (70 COVERED o F 1 1 J I I I HOUR RATED EXTERIOR I I I 6 u z BEARING HALL FDI w cn 4 4 I All ( ASSEMBLY- SEE DETAIL: N3 I I I i� w a I I I I I 2020 NT'5RC-62421b(5038) w v I VENTING 5nTEM TERMINATION LOCATION: = N THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN ui INPUT OF 10=BTU PER HOUR OKH OR LE55 SHALL BE I I I I I I I I I I I � UNFIK 55HT FLOOR UN K E,"FLOOR — — LOCATED AT LEAST 6'FROM ANY AIR OPENRI6 INTO A _ _ _ _ _ - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - -- - - - - - —�— -- - - _ _ _ _ __ _ _ __ _ _ __ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _I -- 1 - - - - - - BUILDING,AND 51"ANAPPLINICEWITH ANWKOVER 1opoo FU' m - - - - - -I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I- - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- -I- - - - - - � BTU PER HOIIREUTNOT OVER 50,0OOBNPER HIM 5HAIJ_BE z � Li; J INSTALLED WITH A q INCH VENT 7MgINATION CLEARANCE,AND AN APPLIANCE WITH AN WVr OVER 50,000 BTU PER HOUR Z Q Q SHALL HAVE AT LEAST A 12 INCH VM TERMINATION o C] co CLEARANCE.THE BOTTOM OF THE VENT TERMINAL AND THE AIR INTAKE SHALL BE LOCATED AT LEAST IY ABOVE 6RADE. W , G1 T E f F LEFT SIVE ELEVATION 'RI CHT 510E ELEVATION BREEZEWAY 51 DE _0 o�� ) 2020 NYSRCr 83122.1 IN DY8LIN6 UNITS,WHERE THE TOP OF THE SILL OF AN r,'-- �� 3 b = I-0 3 b = I-0 OPERABLE WINDOW OPENI%15 LOCATED LESS THAN 24' Q 1c r < m ABOVE THE FINISHED FLOOR AND GREATER THAN 12'ABOVE � �- - m THE FINISHED GRADE OR OTHER SLRFACE BELOW ON THE W y EXTERIOR OF THE BUILDING,THE OPERABLE WINDOW SHALL = , UNIT 4 UNIT 9 4 COMPLY WITH AT IL THE FOLLOWN6, •OPENINSS THAT WILL NOT ALLOW A 4 Rlgi DIAMETER SPHERE TO PASS THR1J116H THE OPENING M ITS LAR6E5T OPENED 810 MODEL Al (HOLLY) MODEL A1 (HOLLY) �� N DEVICES THAT LOFPLY WITH ASTM F 2090FW Y (f}E WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO ; RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO .. .. ......................... FILLY OPEK SHALL NOT REDUGE THE NET CLEAR OPENING JOB NUMBER AREA OF THE WINDOW WT TO LESS THAN 57 SQUARE FEET. w2016023 UNITS 93 (MODEL DUET CLUSTERSHEET NUMBER Al )) a 94 (MODEL LEVATIONSA I I Al )) w 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED Z W E j U � A G G A 0 AI 6 AI 6 Al-b Al-b u 4) Z 57-2- r _ N � 7 flu I"' u) V DIRECT VENT HEATING EQUIP. U > .- N �o APPI IAN!F GFARANLE APR 1AN(,C1j SHALL BE INSTALLED WITH THE m CLE,gRANGES FROM UNPRATEGTED ALI DIRECT VEENT HEATING EQUIP. U)COMO INDICATEBLE MATERIALS A5 D ON APPLIANCE LABEL APPI LArrE 1'1 FAaaurE APPLIANCES O U = c M NO INSTALLATION IATIONI1THE �TTduN TED U Q 140 sHau BE INSTALLED WITH THE L' N — m LINE OF REAR GREEK ON THE HALL 0 UNIT 93 1'-0. 6 INDICATEP THE MANUFACTURERS LABEi AND N ❑ U LRE OF REAR GHEB: INSTALLATION IN5TR11GTIOMS. ty t j WALL 6 UNIT 93 LrrJnnco . _ � V 2 IL Q6 4'-4'M.O. 5'-2' Q 5'-2' 4'-4"MA. FDI 2 0 FDI 1HD- --, 80 - TYPICAL PORCH SLAB �' \ FDI / m •4'PL.SLAB MN.3500 PSI CON,) 2 `D 2 �/ RBNFORLBD WITH 6xb,IORD WY1N. FDI FDI I •Tmv t FILL TO 45%DENSITY W' HD b• 6-10' 10'8" 0' TYPICAL PORCH SLAB I2 FLOOR J015TS I Z •4'PL.SLAB(MILL 3500 PSI LONG) m FDI (2)2X10 P.T. � O I6 OL. c EGRESS II C) p TAW I LE0 TO q 6x D NSIT WHM 2 J Y U •TAMP t FILL TO 95%DENSITY WINDOW L_FDI 4'WIDE JOIST 10" 13'-0" Io' o HD 2k 10' SEAT.TA.SEAT O ( 2x12 0 IFLOOR JOISTS — — — N SLAB SEAT -ELIY=e m-I�' II i LL ' ^ 1-0' 15'-10" 8' HD o FD OL. u rnr- II 2x12 FLOOR JOIST, - - - _ - - � � y H WIb'-0' 52'-2' Z W 9'-6' 14'-8" 14'-8" 9'-b' 15'-8" 12'-4' ? V I 6'-2' V-2' 1'-10' T-10" 4'-b' 1'-4' T-4' AI.I T-4' T-4' 4'-6' S'-0' T-10' !'-10' 6'-2' 6-2' Q o V � II'-4' f1'-8' IT'-8' II'-4' O ^ ► U 2 10'SQUARE H846 PERMA CAST o co LIME OF REAR PORCH a UNIT q3 AI-6 AI-6 AI 6 Al-6 COLUMN x46382 W/SQUARE Ud , d � rn r LIME OF REAR PORCH o UNIT 93 FLAT GAP 1 BASE(OR EQUAL) 1� U > GORIER W SPLIT TOT F- �U+ N} PROVIDED W/SPLIT KIT cn -c ya>Z _ (3)2X P.T.6IRDE R SET TOP Z 2 cd IO'SQUARE 1-11346 PERMA CAST o � cl) bxb I.T.POST WITH - - - - Q Q W c M COLUMN 146382 W/5GIlA1RE 51 BC523/6 POST - - - - - - - - - - - U Q FLAT GAP t BASE(OR EQUAL) GAP ANCHOR t SIMPSON 4 bx6 P.T.POST WITH I u _ Lo '" co v -CORNER COLUMN TO BE POST BASE(TYP- .r SIMPSON BC523/b T 1 I , ❑ r , 11- PROVIDED hU SPLIT KIT ALL LUMNS) LINE OF SECOND GAP ANCHOR t 51 ( I I (3)2 16 TR 12 p a? U �r, (3)2X8 P.T.61 SET TOP FLOOR ABOVE ABUbb POST BASE - Iq co FLUE-44 IN 2 0 5 ALL ) VAUL CEILM6 D1 I (4)2Xb O) pH DI DI - - - - _- -_ - - _ �? 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MASTER BEDROOM MA5TE FLU HT TI1D5 Q 1. � � (2)25012• IRDER -0. TUB 1 iv BATHROOM o FIREPLACE a FA sl of All '' I T Z Qii r LINE of SECOND " •� d w1 N� - - J 1250 6.ext. "' 2 4 FLOOR ABOVE I ' 2 ® 50 A N TEMP 6L DR5 a� I I I I I -1 3016 TR ❑ 11M FOR �` 55 TO FRAM87 OKnm Dua LIVING AREA o Ts l I POST ABOVE 25A2•FLUSH 61 1 I I I 7KI • THS CEILING e 9 0.HID36 i �..� TO PER CEILII Q Q UNDO `r �( I 3036 DH (2)21x12' - I I DE(3) 6' I -0•CEILING 12-0•STEP CEILING 1 - 2016 TR I I zxl0 FLOOR JOISTS a w' G RA15ED HEARTH - I 1 I GH 0EN N W WNT►taus Hr sTI1Ds PRE FAB ASTER MASTER BEDROOM N N T I I I d W SIDE of DoorRs FIREPLACE ATHROOM g Q ry 2030 DH'-b" 1 T-4' 5'-0' I I'-4' 6' TEMP GL y I P I jcl 3016 rn r I I I I I 5060• B g �` -0• N - - - _ - - t Dom � TEMPERED 6LA55 PTN 0 4'-0'HD HT I I I TEW 6L DR5 P 2'x12'Fl USH 61 y POST ABOVE L J 9 4 612'x12' GIRDER 2x10 JOISTS a Ib'OG. 3�'Xq' PLATFORM 3036 vH I . I i LINO Kj EN I - ABOVE 1 N I - N - WL FLU5H"' CEI I I m N . 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NOTE'S•: EF m STORAGE SLOPED GEIL - UNDER STAIR 10'-0'CEILING f I O Ib'OCzzz . :r 2016 TR 9-0 SOFFIT GHLINH6 UN• D P O• ` i"� 15'-4" 4" 3'b' 4" 8'-2' ham" 4 q'2050 DH13 r THROOM I 1 P DINING AREA 4' 1'-6' b' 1 6'-b' e' hex= 4' 2'-0' 4 1 v ®� NOTE•5•, Q 1 O'-0'GEILIN5 6'R-21 ° L J m 2x10 R JOIST" WH BUTTS NOTE N', W I TORAGE w LINE OF tow TR e 9'-0'HD Hr T- -7 � `� � 4, 016'OG. �Cli 4 vI ABOVE 2868��- 14R IIP FOYER 6 8'-2" 4' 3'6" 15'4` 2050� � "' HD 45 MIN.FIRE � (/� L J ' ° 6"R-21 RATED W SELF up (2) 'XIO' 61 CLOSING DEVICE 5RR v D1 m Z NOTE M: BATTS 2'x12'G.J. 12'-0'H16H Y CEILING W LINE OF 016OL. BEM OM #2 FOYER UP 14R FLOOR (2)2X6 5 II Ve' 2868 IN9UL DR- ABOVE 45 MRL FIRE ".Q0 BREE o o V m G/21 RATED NV SELF (4'P SLAB b• 2016 TR Q 12'-0'HIGH Y CEILIN6 3R 2(12'G.J. 4' 21'-b' B 2 b' 4' a 9'2050 DH 4 DI CLOSING DEVICE 4` h'2" 2'-0" II'6" l Q BEDROOM#2 5 'x 1111 vL (212x6 e w OL. 1x10' GI _ m G R ARAGE a 1'2 HD Her COVERED e T-0' 1L. L J Q 4'R6. MIN 3500 P51�) ) O e PORCH REI WITH bxb,IOAO KAK2016 TR a!� © •SI OPE SLAB DOWN 2' B B 0 9-0'fD HT b' 4' b' B L- I-� 4. 10' ARE d6 TOWARDS DOOR - - P . f -I II'b' 2'-0" CU'2' 4` 21'b" CAST #463 Wl 'TYPE GYP BD ON GARAGE _ _ T. -_ _ Q (3)2'x8 HDR ' Q AI 6 - - 6m Ev ON INT OF 2050 DH I HA>Js t uNrs N 8'-0'GEIL o _ L J GL. vo T •,ip,{T COVERED :r 0�205 VH 'FD HT v AR RAGE rW FLA GAP t IJ T L} N65Px CAht9oNWN15To " 3080 EXT DR W/ ° 19 PORCH ) • W/ IT KIT (1)18' IDELI6HT5 L_ - J l- - J Q - - - 4'PG.SLAB(MIN, P51 KK v 6ARk6E it I RERFORC.®WITH 6x6, HNYNM - (?) 10 TR DI FOR _ _ T)2X1 _ _ TVal 2' �' " 10 SQUARE HBt6 OKAJ;VS 6ARA6E VW PERMA G T (2) DH 4 n n n _ - r •)I'TYPE'X•6 M�ON v_ 0/21 _ _ 19 �0 146382 W/SQUARE m a, ,� vi � n 00 -: *j'TYPEd CEIUMSS,9c'6YP w ON OF " DI pl T GAP t BASE(OR EQU Q �Mi, cq ti cf Ol, ai 3080 EXT I DR W/ LMN6 SPACE GOHM TO o COLUMN TO BE D r N M o0 fV DI (2) 0 (2)18'51 16HT5 6ARAE I A 8010�'DR ° DED W/SPLIT KIT cn,'HP HT(2) DH 10'SQUARE HBdG PERMA AST m DI 8070 ON OR 4 A m COLUMN#46382 W/SWA Iq D!� D )13/450 9 V2'LVL - C3)13/450 9 f/2'LVL FLAT GAP 4 BASE(ORE AU D1 of 0/21 19 0/21 4 CORNER COLUMN TO BE FRONT WALL 0 PROVIDED W/SPLIT KIT 1 8010 OH DR W Q D/2I DI DI LIFE OF FRONT 4 0 UNIT q4 6ARA6E (3)13/4'x 9 I/2'LVL FDR I I 8010 ON DR pl DI 6ARA6E WALL' Q 4 _D 1(3)13/4(q V2'LVL V) DTI 0/21 O O O UP O OO DI D1 0/21 � W � DESIGN N®. x.7356 2'-4' b'-4' b'-4" 2'-4" I'-8' 8'-0'R.O. 1'-b" 1'-5' N-O"RA. 1'-1' I'-1' 8'-0'R.D. 1'-5" 1'-6' 8'-0'RA. 1'-8" 2'-4' b'-4" 6'-4' 2'-4' 3'-1' 3'-1' WALL RATING-IHR. FINISH RATING-23 MIN. C 1'-2' 3'-10" II'-2" II'-0' II'-0" II'-2' 3'-10" T'-2' 3'-10' o N 14'-10' h'-2' 22'-2' ALI 14'-10' 54'-2' 12'-0'BREEZEWAY 54-2* A G © I HOUR RATED EXTERIOR G A 1 ��1 ',I I' l`1,'� t/'ti.. ./, t .t..: AI-6 AI b AI-6 Al-b , � L - _ CD BEARING WALL - .� ASSEMBLY- SEE DETAIL: / ' FIRE SIDE Q o \25 W � w UNIT 9 4 UNIT 9 3 HORIZONTAL SECTION o o Q O U D Z MODEL Al (HOLLY) MODEL Al (HOLLY) I.MOOD 57WS-NOM 2 BY 4 IN.SPACED Ib IN.OG WITH TWO 2 BY 4 IN.TOP AND ONE 2 BY 4 IN.BOTTOM PLATES.511105 W LATERALLY-BRACED BY WOOD STRUCTURAL PANEL SHEATHING(ITEM 5).HIf N MINERAL AND Flit BOARDSI(ITEM 5PJ ARE v FIRST FLOOR PLAN FIRST FLOOR PLAN GON��ED TO AND B6I FOR STUDS,THE LOAD 15 RESTRICTED TO-16%OF ALLOWABLE AXIAL LOAD.HALLS I�EEGT1VtiY FIRE STOPPED AT TOP AND BOTTOM OF WALL. ❑ 2 6MSH BOARDS-ANY CLk%IFIE D 5/8 IN.THICK,4 FT HIDE,APPLIED VERTICALLY AND HALED TO STUD5 AND BEARING PLATF5 T /1 -t C IN.Or,WITH bD C84E1T-000ATED HA IL5,1 1/8 IN.LONG WITH V4 IN.DIAM HEAD. V J 3/16"=1'-0" LIVING AREA= 1,670 SQ. FT. 3/16"=1'-0" LIVING AREA- 1,610 5Q. I T. WTH JOINT #' - 510` ')-`�JBOARDJ01GO "°'"TAPEANDJolxrcaPoudD.FHLFOADscavERt� w P4 0 BATIS AND MAMX R-MINERAL FIBER OR 6LA%FIBER INSULATION,3-5/6 IN.THICK,PREBSURE FIT TO FILL WALL CAVITIES C-ARA6E AREA= 486 50. FT. GARAGE AREA= 486 50. FT. BETWEEN STUDS AND PLATES.MINERAL FUR INSULATION TO BE LNFAGED AND TO HAVE A MIN DENSITY OF 3 PGF.6LA55 FIBER � � 5: INSULATION TO BE FACED WITH ALUMINUM FOIL OR KRAFT PAPER AND TO HAVE A MIN DENSITY OF 0.9 PGF(MIN R-13 THERMAL C7 In COVERED PORGH AREA= 364 50. FT. GOVERED PORGH AREA= 564 50. FT. lWiLATION RATING). z S.NOW 671RIZU111RAL PANH.51FA1H019-MIN 1A6 IPL THICK,4 Fr WIDE WOOD STRUCTURAL PANffJS,MIN 6RADE'C-0'OR'SHEATHING'. Q INSTALLED WITH LONG DIMENSION OF 5FEET(STRENGTH AXIS)OR FACE 6RAIN OF PLYWOOD PARALLEL WITH OR PERPENDICULAR TO Z STUDS.VERTICAL JOINTS CENTERED ON STUDS.HORIZONTAL JOINT5 BACKED WITH NOM 2 BY 4 IN.WOOD BLACKING.ATTA,C.FED TO (' D co 5TUD5 ON EXTERIOR SIDE OF WALL WITH 60 CEMENT COATED BOX NAILS SPACED 6 IN.Or,AT PERIMETER OF PANELS AND 12 IN.Or. - ALONG INTERIOR 511105. m ....... ............. ............................ 6 SMRIOR PAGRIE95-IN5TALLFD IN ACCORDANCE HITH THE MANUFACTURERS INSTALLATION INSTRUCTIONS.ONE OF THE FOLLOWING W EXTERIOR FACING515 TO BE APPLIED OVER THE SHEATHING, U �G\ T ERF G.WOOD STRUCTURAL PANEL OR LAP SIDINI6-APA RATED SIDING,EXTERIOR,PLYWOOD,055 OR COMPOSITE PANELS WITH VENEER - / ROBE 9 FACES AND STRUCTURAL HOOD GORE,PER PS I OR APA STANDARD PRI-108,INCLUDING TEn)RE O,RD"5AWd,MEDIUM DENSITY � RT )vlf 1: 6ROOVED AND LAP NS. 2020 LOCATED LES6 T 83122.1 AND 6REATER THAN 12"ABOVE THE NATE YWDOD 5P6L',FI IED N ULPRATED DESIGNS ARE MNIMUM 51 5.LAt2082 DIMENSIONAL l G ��\ cy �y \ IN DW3J_IN5 UNITS,WERE THE TOP of THE SILL OF AN OPERABLE WINDOW OPE341M6 IS FFI5fED 6RAVE OR OTHER SURFACE HAN 24'ABOVE THE FINISHED ORDA ON EXTERIOR OF 111E BUILD N O,THE _ �C m OPERABLE WINDOW SHALL LCM'RY WITH ONE OF THE FOIJ_OWIN6, � STUDS GAN BE 5U6sTITUTED. U21 •OFE HIN%THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE TO PASS THROUGH THE m �t- ' NOTE: UL#356 I5 IN COMPLIANCE WITH 15TIVE'RATIN65-AN51AL 3 AS PER4R302 MULTIPLE LVL 61RDER CONNEGTION5: oPALL IN ITSTION E V ole"TION. /O� FALL PREVENTION DEVICES THAT COMELY WITH ASTM F 2090 ❑ O 2�8 �. FOR ALL MULTIPLE LVL GIRDERS,LAG BOLT/ DPBJ Ns AREA of THE HI Dow I O FULLY NIT LESS N,SfIA.L HOT RE ICT.ME WINDOW CPENIHS 0ONTRa DEVICE AIFTER OPERATION TO RELEASE�� _ TOGETHER W/ 1/2" BOLTS 0 2'-0' O.G. 2" MIN DEVICE ALREA OF THE WINDOW TO fl O L SS T AN 5.1 NOT REDUCE THE NET CLEAR ONE HOUR RATED EXTERIOR 1 ��'F .. .. . ..F........... FROM TOP t BOTTOM, t MIN. 4 FROM EN05 WALL RESISTIVE ASSEMBLY OB NUMBER -- NTS. A- 3 2020 NY5ECGG SECTION R 403.3: 2020 NY5RG-62421b(503.8) w2016023 GENERAL GONIRAGTORS AND SUBCONTRACTORS TO _SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE ENSU ATED TO A MIN.R-8 2020 NYSEGGG SECTION R2020 R 402.4.1 : SHEET NUMBER NOTE: VENTING SYSTEM TERMINATION LOCATION: T m NOTE.,,'= PROVIDE SPRAY NOTE "5": = T FTER REVIEW TSE GON51�nON DOGUMENTS UPON REGEIPr THE VENT TEF41INAL OF A IDIREGT VENT APPLIANCE WITH AN(�f UNITS 9 3 (MODEL Al ) 81` DUET CLUSTER HD= HOLD DOWN 5o GFM CONTINUOUS OR AND DUCTS OUTSIDE THE THERMAL ENVELOP SHOULD BE MIN.R-6. AN APPROVED HERS RATER TO ALL DRYERS TO BE VENFED STAIR MANUFAGTURER TO DE-516N 5TAIR5 TO ® 20 GFM GONTiNt10U5 FROM ARGHI IES AND REPORT ANY AND ALL OF FROM ANY R FOUR(3KW1 OR LESS SHALL BE LOCATED AT LEAF = TO OUTSIDE AIR I'H2 CODE FOAM INSULATION IN ALL WINDOWS SHALL$E DISGREPANGIES INCLUDING ANY DIMENSIONAL GONFLIGTS, "SEALING 15 MANDATORY FOR DUCTS,AIR HANDLERS,AND FILTER BOXES. PERFORM AIR INFILTRATION,DUCT b'FROM ANI'AIR OPENING INTO A BUILDING,AND SUCH AN APPLIANCE WITH (L 6ARA6E GEILIN6® ANDERSEN 200 SERIES MEET ALL APPLICABLE CODES AND TO IMMEDIATELY TO ARCHITECT FOR CORRECTIVE -JOINT5,5EAM5,AND CONNEGTIONS SHALL COMPLY WITH 5EGTION M-1601.4 LEAKA61HAND COMBUSTION SAFETY AN INV OVER 10,000 BTU PER HOUR Bur HOT OVER 50,000 BTU PER ALL HA5HER TO BE HOUR SHALL BE INSTALLED WITH A 9 INCH VENT TERMINATION CLEARANCE, Z PROVIDED WITH DRAIN PANS LOGATION OF TO THE ANY DISGRERIOR TO AND CONFLICTS G02 OF THE 2AL IRC. TESTING AND PROVIDE A WRITTEN 94 (MODEL Al ) FIRST FLOOR PLAN TO THE ARGHITEGT PRIOR TO STAIR FABRICATION. O� ® GAJtBON MONOXIDE A'1EA5URE5 PRIOR TO CONSTRUCTION.DO NOT SCALE _DUCTS SMALL BE PRE55URED TESTED TO DETERMINE AIR LEAKAGE BY REPORT OF THE RESULTS �D AN APPLIANCE wlnt�INPUT ovaR 5opoo BTu PER FIOIIR SHALL HAVE CO BEDROOM ABOVE DETECTOR DRAWIN65.DIMEN5ION5 SHALL 13E CALCULATED AND AT LEAST A 12 INCH VENT TERMINATION CLEARANCE.THE BOTTOM of THE U) NEVER SCALED UNLE55 OTFERWI5E NOTED. ROUGH-IN TEST AND A YdRITTEN REPORT OF THE RESULTS SHALL BE SIGNED VENT TERMINAL AND THE AIR INTAKE SHALL BE LOCATED AT LEAST 12' W �vA 3 TOR BY THE PARTY GONOUGTIN6 THE TEST AND PROVIDED TO THE C0E OFFIGIAL. ABOVE 6RADE COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED Z LLI P-4 E 0 4-- A G G A , Al-b Al-b Al-6 AI-6 II z 52-2' 4—J 0) st mo C04 (,j 2b,-2.. W-101 12'-2* z Lo m 0 < ui 0 c ca4 Lo (o r- co 0 cl) III-01 PL.HT. m (o I HOUR RATED EXTERIOR II'-0'PL 14T- BEARING HALL ASSEMBLY-SEE DETAIL: 7 — — — — — — — — — — --- II'-0'PL.HT. z 0 III-01 PL.HT. u'-0'PL HT. 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Cl\ ATION 1c) F==-------=q I HOUR RATED EXTERIOR BEARING 0 0 A55EM13LY- 5EE_2ELAIL- ...... ............................................ /JOB NUMBER NOTE. 2020 NY5PL-8312.2.1 Lld 201602 3 ENGINEERED J015T EF EXM6T FAN, 6BUIAL C40NTRALTOR5 AND 5LeGONTRALTOP5 TO ONE CAR"MONOXIDE ALARM IN NEW IN DH EWN6 UNITS,WHERE THE TOP OF THE SILL OF AN OPERABLE HIN"OPERN6 15 LOCATED LESS THAN ONE AND TWO 24"ABOVE THE FIN&ED FLOOR NO 61TWER T14M 12'ABOVE THE FINISHED GRADE OR OTHEIR SURFACE SHEET NUMBER 5HALL NOT BE 0UT, Hg= HOLE?DOM Z 5o cfm INTB;HITW OR REVIEN THEM WN5TFWTION DOGWENT5 WON REGEIPT -FAMILY BELOW ON TIE EXTERIOR OF TIE EUlILDIN6,TIE OPEIZA&E WINDOW SHALL COMPLY WITH ONE OF 111E UNITS 9 3 (MODEL A l ) & DUET C LUSTER < NOTE: I MULTIPLE LVL GIRDER CONNECTION5: 20 CfM CONTINUOUS FROM ARGHITEGT AND REPORT ANY AND ALL TOWN14OU5E5AND DPOVEN&LUMIN FOLLMN9. NOTGHED AND HOLES TAIR MANLFArTWLR TO VE507N 5TAIR5 TO 6ROUP R-2 DIMLVIN65(CONDOS 4 BORED UE) ALL HINPON5 SHALL BE FOR ALL MULTIPLE LVL(51RDER5,LA6 13OLT 015GREPANC.IE5 INCLUDING ANY DIMEN51ONAL CONFLICTS CO-OPW AND UNITS OF93ZED FOR SAM •OPENINOS THAT HILL NOT ALLOH A 4 INCH DIAMETER 591 TO PASS"ar-M THE OPENING IN 115 ALL APPLICABLE GORES AND TO Toc-ETHER H/ 1/2" BOLT5 a 2'-Ow o.r,.,211 MIN, CO2 IMMEDIATLEY TO ARLHITEGT FOR CAORRECTIVE LAR6E5T OPENED Fmi-noK z SPECIFIED BY THE ANDERSEN 200 SERIES ® CARBON MONDAVE IN THE IMMEDIATE VICINITY OF PORT ANY 015GREPEWGIE-5 AND GONFLIGT5 TEMPERED FROM TOP 4 WTTOM, 4 MIN. 4" FROM EN05 DETECTOR MEA5L)RE'55 PRIOR TO GON5TFWTlON.DO NOT 5GALE BEMOOM5,ON THE LOHE5T FLOOR FALL FFZEV�DEVICES THAT COMPLY HIT14 ASTM F 2040 94 (MODEL A l ) SEC OND FLOOR PLAN 0 MANUFACTURER PEP, To THE ARCHITECT PRIOR TO STAIR FABRICATION. GLAZING DRAWINGS.DIMENSIONS SHALL BE CALCULATED AND LEVEL CONTAININS UPROOMS M WINDOW OPENING CONTROL DEVICE AFTER OPERATION To RELEASE M OW�DEVICE ALLOWING c/) GORE SYDKE DETECTOR NEVER SGALEP VC.E55 OTHERWISE NOTED. DE"WOW TO FULLY OPEN,94ALL NOT FMZE M NET CLEW OPENI%AREA OF M WINDOW UNIT TO w A4 LESS THAN 53 5WAJZE FEET. a COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED ~Z Vr/ c , E v ts U � o V � z �O >` o' rn m ■� Qom AIb AIb Z Q W Nm A G G A z L �aM AI-b Al-b U c U 2 ' co Lo GD Iq'-8"HIP WIDTH Ib'-2'FA5GIA WIDTHL.L M 16-2'FASCIA WIDTH Iq'-8"HIP WIDTH �J 2 I II'-0'PL.HT. d AI.I 4 11- -'1 - - - - - - - - - - - r f II'-0'PL.HT. AU6N FACIA5 I z ® I HOW RATEP EXTER 11- -1 - - - - - - - - - - - =1i- 19�LBEARING WALLI I _o II'-0'PL.Hr. U X-16N FAGIAS IL N EMB - EE DET IL: e I +�ti 1 19 iA I q'-0'PL.HT. il'-0"PL.HT. I'O' ( — = s = - , Z II'-0"PL.HT. 4 AI-s �Q I I Q - -1 I OH. q'-0'PL.HT. II'-0'PL HT. f- -�� _ - - - = - - 12 12 ""'i:`i II LL 4Ln 12 M yi z .: io. a16oG. 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II'-0'PL.H7.1—�I I It i 1AL16N FAGIASGt- _ - L _ J OH. l- ® I ' -1 - - - 12 12 12 I I ( 2x10'RR a Ib OG. 2xIO'RR o Ib 0G. 2'x 12'GEIL JOISTS - -T - - - T - - f__M2ZF��j - _ - - �- I 1 I III e 16'or, - - - 4 L= - - - - - - - - — — L J ALIGN FAGIAS i I q'-0'PL.HT. I i I I OR 0 0 0 0 0 0 2'x 10'ROOF RAFTERS a 161 OG � I'-0• q'-0"PL.HT. V5 cn V5 to to to 2x1G''RR a 16 OG. 2x10'RR a 16 OG. I r- c = _ _ _ J W E � w DIALA6BOLT�r I II I - - _ - - - _ _ _ - - MIN(b)PER CONNECTION OF I'0• ROOF RAFTER!GEIL J015T I I q'-0'PL.HT. a b x a 4 o (Top s BOTTOM) q'-0'PL.HT. I I 1 - N to L_ _ _ _ = I N ` 1'(R-30)BATTS, - - - - - - - - - - - - -�_ _ _ � I O� L - _ _ _ x a x10" o H2-5A SIMPSON CONNECTORS o EA ROOF RAFTER - 9'(i230)BATTS Q�� z W q'(R-30)BATTS+b•(R-lq) A G I G A 0 BATTS=COMBINED II1`�IAATION AIS AI b ALI Al-b Al-b O m J � VALUE aF J'GYP BOARD ON W Y WALLS!CEILING w U 111 GREAT ROOM TYP SIDING OVER U p TYVEK BUILDING WRAP z a•OSB PLYWOOD SWEAT14 N6 UNIT 9 �2. " 2k b'EXTERIOR WALLS W/ UNIT 4 '+ � 4 6"0-21)BATT INSIII.ATION W O n MODEL Al ( MODEL Al (HOLLY) ❑ cl 0 SIDE VIEW SOFFIT BELOW EA ROOF RPSM AFTER T°�e ROOF PLAN ROOF PLAN F 3/16"=1'-0" � m 3/16"=1'-0" z � � w J 0 � � `z V W ...STE 2k b'EXTERIOR WALLS Wv 9 �EN ROBE 9 \\ 6'(R-21)BATT INSULATION G� •t e., RT � DIA LA&BOL75- �� ROOF TION OF Al q',�' z n ROOF RAFTERt GEIL JOIST (T ow c C) 2'x 12'GEIL JOISTS (�. e 16'oG y 2'x b'ROOF RAFTER a l O `I e 16'CC ❑ O�Y JO UMBER PLAN VIEW w2016023 & � LEADERS " U) SHEET NUMBER AF ALL 6 LIGE, 4 LEADERS SHALL BE BAKED WHITE ATYLE M.032 UNITS 9 3 (MODEL Al ) & DUET CLUSTER MIN. GAUGE,GUTTERS SHALL BE 5"SEAMLESS,0.6.5TYLE YJ/ALL INSTALL ICE AND WATER SHIELD PER = DETAIL OF ROOF RAFTERS TO 2 RELATED a REQUIRED AGGE55ORIE5. LEADERS SHALL BE MIN. a " " MAMIFAGTURE'S SPEGIFIGATIONS TO .::i:?<' BUILT OVER ONE Z HIGH CEILING JOIST CONNECTION 21x3",.021 6AU6E H/CLIPS d ANGHOR5. CAULK 4 SEAL ALL MAINTAIN PRODUCT WARRANTY ... 9 4 (MODEL Al ) ROOF PLAN 0 JOINTS. PITCH GUTTERS MIN. I/8"/FT.PROVIDE P.Y.G.RECEPTORS � NTS. A- 51 6'ABOVE GRADE TO REGEIVE LEADERS(GLO5ED GAP DE516W. W COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED