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Home My WebLink About46877-Z ¢�oS�fFOIp cpGy Town of Southold 3/4/2023 P.O.Box 1179 o ` 53095 Main Rd i Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43 880 Date: 3/4/2023 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 40 Harvest Pointe Ln Unit 97, Cutchogue SCTM#: 473889 Sec/Block/Lot: 102.1-2-41 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/15/2021 pursuant to which Building Permit No. 46877 dated 9/24/2021 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 porches and attached garage as applied for. (Unit 97) The certificate is issued to Rimor Development LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0151 9/7/2022 ELECTRICAL CERTIFICATE NO. 46877 2/28/2023 PLUMBERS CERTIFICATION DATED 2/6/2023 1NAll Suf lk mbi ontractos nc Autho ' e S' n ture FFDtAt( TOWN OF SOUTHOLD �gu �oG y BUILDING DEPARTMENT N x ' TOWN CLERK'S OFFICE "oy • o� � SOUTHOLD, NY �'�•,.rrrxr 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#: 46877 Date: 9/24/2021 Permission is hereby granted to: Rimor Development LLC 1721-D North Ocean Ave Medford, NY 11763 To: construct single-family dwelling as applied for per SCHD & Planning approvals. (A-1 model) At premises located at: 40 Harvest Pointe Ln Unit 97, Cutchogue SCTM # 473889 Sec/Block/Lot# 102.1-2-41 Pursuant to application dated 9/15/2021 and approved by the Building Inspector. To expire on 3/26/2023. Fees: CO-NEW DWELLING $50.00 ELECTRIC $185.00 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,133.20 Total: $2,368.20 B 'Idi g >1 oF souryol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 sean.devlin(D-town.southold.ny.us Southold,NY 11971-0959 '� • olycoum,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Rimor Development LLC Address: 40 Harvest Pointe Ln Unit 97 city:Cutchogue st: NY zip: 11935 Building Permit#: 46877 Section: 102.1 Block: 2 Lot: 41 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: MTM Electric License No: 3700ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 71 Ceiling Fixtures 24 Bath Exhaust Fan 3 Service 3 ph Hot Water Gas GFCI Recpt 7 Wall Fixtures 4 Smoke Detectors 3 Main Panel 150A A/C Condenser 1 Single Recpt Recessed Fixtures 47 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Gas Ceiling Fan Combo Smoke/CO 4 Transfer Switch UC Lights 12' Dryer RecptGaS Emergency Strobe Heat Detectors 1 Disconnect Switches 47 4'LED Exit Fixtures 11 Sump Pump Other Equipment: Fridge, Oven, DW, Micro, Hood, W/D, Gas FP, 150A Panel 30 Circuit 27 Used Notes: New Two Story w/ Unfinished Basement Inspector Signature: Date: February 28, 2023 S. Devlin-Cert Electrical Compliance Form ��o� soy/ryQl Town Hall Annex , Telephone(631)765-1802 54375 Main Road �J ' Fax(631)765-9502 en P.O.Box 1179 Southold,NY 11971-0959 'Q Y l�Cou��,�,�A BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: C;)_ d Building Permit No. L4 Ld T1 UAJ*191 Owner: RjM-Qvb—WLA lunw, U-C (Please print Plumber: A I S su-4o 1 K (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (Plumbers Signature) Sworn to before me this CAP day of Ile t-1 , 2003' Notary Public,�_�K County . i�o.011 lf336F336 in Suffolk County Comn-6ssion E=xui r„_�aar��aS on- -- "' TOWN OF SOUTHOLD BUILDING DEPT. courm��' 631-765-1802 1 NSPEC ON [ NDATION 1 ST [ ] ROUGH PL13G. [ F UNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] REN L REMARKS: f U,)1/ e,DLo 1 pi.. 0--vIn 9cv, v4, t/� I ll� �' w v`-. 0 Ql& — 0 �✓ DATE INSPECTOR Igso �J�, 0 1 �� f # TOWN OF SOUTHOLD BU DING DEPT. cnu631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [� ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 'ri DATE `ji INSPECTOR �w.. oF SOfilyo� ` # TOWN OF SOUTHOLD BUILDING DEPT. coum, 631-765-1802 -INSPECTION [ ] FOUNDATION 1ST [ ] UGH PLBG. [7OUNDATION 2ND [ INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: n tic, o v4 Mmmo Q ti DATE y'?/ INSPECTOR gf SOUryO� � qo- SOUTHOLT *BidlLzGET. MUH►v, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) _: ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 9x DATE INSPECTOR OF SOUIy� V � � # # TOWN OF SOUT44LD BUILDING DEPT. couto, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ rULATION/CAULKING FRAMING/STRAPPING [ AL I ..—. [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: —,Oo/ DATE 3�.4 �'hsY�i INSPECTOR 4 j } y n W`FFrrr:�r'sr3s sirs ri 'ice ';7,S1Y,(yglSY7l LtSSYl1 Y]ItYLY[5311 ;�� S� ae gr��Kra.ar•eti•ti�r��uarur gra irr0i'��s! /!• i 10I f P f l t�� F I' i L 7Ct 4' -w-r a ke, *oUv TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ j FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ j FIRE RESISTANT CONSTRUCTION [ j FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ j ELECTRICAL (FINAL) [ j CODE VIOLATION [ j PRE C/O [ j RENTAL REMARKS: ATE INSPECTOR .£ I 2z U..O*A+ql ,F L tir= �_ ,.+�`may.. _-_r ,wr��" ww•_ "�j.",q �� "'-� , Vim'�'s: ! vI#► 'R' `j �.. �►. • =gib` °1,' 8 ".,� "F � fir•-.�'' �' " • E I �s : ell AW 7�ql 1 'fit A i i -T. ..' 'SY is a r ' 'y.�• � z � •lv�al '-,i��t'a':.J.� _ — �.-_ .a..� - _-` 41 �, .- +pry �� .1 E •`� •' -�; •�.,r_, F ,g `a Ck I TV WIFT J Z ti 3x aac. of 17 1 iF 4 p , R U000*491 4a, will, NCO ell i _ �• I(1 �4d' y r �,� y el. LZa a r4cn a� "tA 17 J .i to � L t� a ` � �•�' t � l �{#fir: , � - - ��^---"-''- IQ"tie I.-- UAA+ CA-1 � 1 JiL i y Y - � 1. 'Q .''< �., 14VAl y. 9 Ahl s W .Y Job: - - wrightsoft� Manual S Compliance Report Date: Jan 20th,2023 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia.NY 11716 Project • • For: Unit 97-40 Harvest Pointe Lane, Cutchogue, NY 11935 Cooling Equipment Design Conditions Outdoor design DB: 83.0°F Sensible gain: 17582 Btuh Entering coil DB: 76.0°F Outdoor design WB: 71.0°F Latent gain: 3500 Btuh Entering coil WB: 63.5°F Indoor design DB: 75.0°F Total gain: 21082 Btuh Indoor RH: 50% Estimated airflow: 800 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Generic Model: SEER 16.0 Actual airflow: 800 cfm Sensible capacity: 16800 Btuh 96% of load Latent capacity: 7200 Btuh 206% of load Total capacity: 24000 Btuh 114% of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 10.0°F Heat loss: 46217 Btuh Entering coil DB: 63.17 Indoor design DB: 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas furnace Manufacturer: Generic Model: AFUE 92 Actual airflow: 875 cfm Output capacity: 48000 Btuh 104% of load Temp. rise: 50 °F Meets all requirements ofACCA Manual S. wrightsoft" 2023-Jan-20 -*- Right-Suite®Universal 2018 18.0.32 RSU20066 16:43:43 Page 1 AC(>....Model Al MAN JSD1Rimor Model Al MAN JSD JA.rup calc=MJ8 Front Door faces: W • - Plans - - - • Form ACCK (Loads,r 15 Mar 09 arcs g =23MIA Header Information Contractor: Energy Testing Services LLC REQUIRED ATTACHMENTS ATTACHED Manual J1 Form(and supporting worksheets): Yes F� No Mechanical license: or MJ1AE Form*(and supporting worksheets): Yes No 7 OEM performance data(heating,cooling,blower): Yes No Building plan#: Manual D Friction Rate Worksheet: Yes No n Duct distribution sketch: Yes El No Home address(Street or Lot#,Block,Subdivision):Model Holly A1, Cutchogue, NY 11935 HVAC LOAD CALCULATION (IRC M1401.3) Design Conditions Buildinq Construction Information Winter Design Conditions Building Outdoor temperature: 10 °F Orientation: Front Door faces West Indoor temperature: 68 of North,East,West,South,Northeast,Northwest,Southeast,Southwest Total heat loss: 46217 Btuh Number of bedrooms: 3 Conditioned floor area: 3788 ft' Summer Design Conditions Number of occupants: 3 Outdoor temperature: 83 °F Indoor temperature: 75 °F Windows Roof Grains difference: 30 gr/Ib @50% RH Eave overhang depth: 1,0 ft Sensible heat gain: 19979 Btuh Internal shade: blinds veve Latent heat gain: Btuh Blinds,drapes,etc. E. 9 3977 Depth Window Total heat gain: 23957 Btuh Number of skylights: 0 EQUIPMENTHVAC • ,1 Heating Equipment Data Cooling Equipment Data Blower Data Equipment type: Gas furnace Equipment type: SplitAC Heating cfm: 875 Fumace,Heat pump,Boiler,etc. Air Conditioner,Heat pump,etc. Cooling cfm: 800 Model: Generic Model: Generic Static pressure: 0.60 in H2O AFUE92 SEER 16.0+ Fan's rated external static pressurefor 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 DISTRIBUTION1 .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 a(TELx 100) I declare the load calculation,equipment,equipment selection and duct design were rigorously performed based on the building plan listed above. I understand the claims made on these forms will be subject to review and verification. Contractor's printed name: Contractor's signature: Date: Reserved for County,Town Municipality orAuthority having jurisdiction *Home qualifies for MJ1AE Form based on Abridged Edition Checklist Ww.,ri9~ oft, Ri ht-Suite®Universal 2018 18.0.32 RSU20066 ,•rry...w.,w..,,,c..,,wm 9 Job: -�- wrightsoft' Load Short Form Date: Jan 20th 2023 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Project • • For: Unit 97-40 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 CIg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Basement 1743 10447 431 218 20 Breakfast Area 125 3970 1781 83 84 Bed 2 194 3448 1618 72 76 Bath 1 54 474 87 10 4 Kitchen 178 1661 1755 35 83 Living Room 368 5756 2909 120 137 Foyer 135 4074 2655 85 125 Laundry 44 781 609 16 29 WIC 2 42 485 38 10 2 Stair 71 0 0 0 0 WIC 1 32 625 66 13 3 Master Bed 302 4067 1863 85 88 Master Bath 137 1356 894 28 42 Hall 62 0 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2023-Jan-20 -l�i- wrightsoft, Right-Suite®Universal 2018 18.0.32 RSU20066 16:43:43 Page 1 Ak...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, 2023-Jan-20 Right-Suite®Universal 2018 18.0.32 RSU20066 16:43:43 Page 2 AMN...Model Al MAN JSD\Rimor Model Al MAN JSD JA.rup Calc=MJ8 Front Door faces: W Project Summar Job: - - wrightsoftw Date: Jan 20th 2023 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Project • • For: Unit 97-40 Harvest Pointe Lane, Cutchogue, NY 11935 Notes: Design Information Weather: Suffolk Co.Ap, East Quogue(Islip Dd), NY, US Winter Design Conditions Summer Design Conditions Outside db 10 °F Outside db 83 °F Inside db 68 °F Inside db 75 °F Design TD 58 °F Design TD 8 °F Daily range M Relative humidity 50 % Moisture difference 30 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 40897 Btuh Structure 16210 Btuh Ducts 999 Btuh Ducts 776 Btuh Central vent(68 cfm) 4320 Btuh Central vent(68 cfm) 596 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 46217 Btuh Use manufacturer's data n Rate/swing multiplier 0.88 Infiltration Equipment sensible load 15472 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial) /2 Pressure/AVF 50 Pa 1422 cfm Structure 1968 Btuh Ducts 134 Btuh Central vent(68 cfm) 1398 Btuh Heating Cooling Outside air Area(ft') ' 3788 3788 Equipment latent load 3500 Btuh Volume(ft') 28430 28430 Air changes/hour 0.32 0.14 Equipment Total Load (Sen+Lat) 18972 Btuh Equiv.AVF(cfm) 150 66 Req. total capacity at 0.70 SHR 1.8 ton Heating Equipment Summary Cooling Equipment Summary Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16.0 AHRI ref Coil AHRI ref Efficiency 92AFUE Efficiency 12.8 EER, 16 SEER Heating input 52174 Btuh Sensible cooling 16800 Btuh Heating output 48000 Btuh Latent cooling 7200 Btuh Temperature rise 50 °F Total cooling 24000 Btuh Actual air flow 875 cfm Actual air flow 800 cfm Air flow factor 0.021 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.83 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 'w�ight5oft'° 2023-Jan-20 Right-Suite®Universal 2018 18.0.32 RSU20066 16:43:43 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 11.1 6x16 p Riser Ret Riser 28 cfm 10" 6x16 4 2 Stair Up Job#: Energy Testing Services LLC Scale: 1 : 106 Performed by Energy Testing Services L... Page 1 1648-A Locust Ave Right-Suite®Universal 2018 Unit 97-40 Harvest Pointe Lane Bohemia,NY 11716 18.0.32 RSU20066 7n'7'i_.lan_7n lr-A'A•SQ Cutchogue,NY 11935 SD\Rimor Model Al MAN JSD JA.rup N Main Floor Broan Exhaust Fan Model L150 68CFM Energy Star 1 c m Continuous Use Timer Breakfast Area 01 dm 1151 cfm Ik82 cfm �82 m Master Bath Master Bed �99 cfm �. cfm IGtchen Living Room Hall Sd2F�®er WIC 1 rflh 34 dry m WIC 2 K12 OAth 1 07 cfm Stair Foyer Bed 2 Garage K91 cfm 8' 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 97-40 Harvest Pointe Lane Bohemia,NY 11716 18.0.32 RSU20066 Cutchogue,NY 11935 SD\Rimor Model Al MAN JSD JA.rup N Basement Make up air 68 rFnn Skuttle Model 2161 262 cfm 6" 9.. L--F--L F 6.. 14" 6" 8" 8" x 16 10' 9„36x1 6' 5” 10" 4.. 4" 4 26" Base ent 81, up Riser Ret Riser 10" 4x16 10" 9 87 dm 87 dm 87 dm Job#: Energy Testing Services LLC Scale: 1 : 106 Performed by Energy Testing Services L... Page 3 1648-A Locust Ave Right-Suite®Universal 2018 Unit 97-40 Harvest Pointe Lane Bohemia,NY 11716 18.0.32 RSU20066 9"R_.Inn_7n 1R•d'A-rQ Cutchogue,NY 11935 SD\Rimor Model Ai MAN JSD JA.rup Job: - - wrightsoft� Duct System Summary Date: Jan 20th 2023 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Project • • For: Unit 97-40 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 Detail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln (ft) Trunk Basement h 144 87 8 0 0 Ox 0 MtFx 0 0 easement-A h 3482 87 8 0.004 8.0 Ox 0 MtFx 23.8 160.0 st2 easement-B h 3482 87 8 0.003 11.6 16x 4 ShMt 48.5 225.0 st2 Bath 1 h 474 12 5 0.006 4.0 Ox 0 MtFx 16.0 95.0 Bath 2 h 1098 28 18 0.002 5.0 OX 0 MtFx 66.5 400.0 st8 Bed 2 c 1618 86 91 0.006 9.0 Ox 0 MtFx 31.5 95.0 Bed 3 c 1428 66 81 0.001 8.0 Ox 0 MtFx 76.3 400.0 st7 Breakfast Area c 1781 99 101 0.003 9.0 OX 0 MtFx 16.8 225.0 st2 Foyer c 2655 102 150 0.003 10.0 Ox 0 MtFx 43.8 205.0 st2 Kitchen c 1755 42 99 0.007 9.0 OX 0 MtFx 2.3 95.0 Laundry c 609 20 34 0.002 5.0 Ox 0 MtFx 48.8 315.0 st2A Living Room c 1455 72 82 0.002 8.0 OX 0 MtFx 25.8 325.0 st2A Living Room-A c 1455 72 82 0.003 8.0 Ox 0 MtFx 15.5 215.0 st2 Loft c 539 26 30 0.001 5.0 Ox 0 MtFx 68.0 410.0 st7 Master Bath c 894 34 51 0.002 6.0 OX 0 MtFx 38.3 325.0 st2A Master Bed c 932 51 53 0.002 6.0 Ox 0 MtFx 53.0 295.0 st5A Master Bed-A c 932 51 53 0.002 6.0 OX 0 MtFx 52.8 300.0 st5 wlc 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, 2023-Jan-20 ,y.�.t, ,,,,µ,,,,v,,,„, Right-Suite®Universal 2018 18.0.32 RSU20066 16:43:43 Page 1 llliVll...Model Al MAN JSD\Rimor Model Al MAN JSD JA.rup Calc=MJ8 Front Door faces: W v Supply TrunkDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st6 Peak AVF 119 129 0.001 236 10.0 0 x 0 ShtMetl st2A st5 Peak AVF 130 111 0.002 238 10.0 0 x 0 ShtMetl st2A st5A Peak AVF 51 53 0.002 268 6.0 0 x 0 ShtMetl st5 st2 Peak AVF 823 756 0.001 206 29.9 16 x 36 ShtMetl st2A Peak AVF 375 407 0.001 204 23.0 16 x 18 ShtMetl st2 st7 Peak AVF 92 111 0.001 167 14.2 16 x 6 ShtMetl st6 st8 Peak AVF 28 18 0.002 41 8.4 16 x 6 ShtMetl st6 TableReturn Branch Detail Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb3 Ox 0 669 807 201.0 0.001 219 26.0 Ox 0 MtFx rt2 rb2 Ox 0 119 129 199.3 0.001 236 10.0 Ox 0 MtFx rt2A rb1 Ox 0 262 24 83.3 0.004 245 14.0 Ox 0 MtFx TableReturn Trunk Detail Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt2 Peak AVF 788 936 0.001 219 28.0 0 x 0 ShtMetl rt2A Peak AVF 119 129 0.001 236 10.0 0 x 0 ShtMetl rt2 wrightsoft- 2023-Jan-20 II .,,....,,<m,,,.., Right-Suite®Universal 2018 18.0.32 RSU20066 16:43:43 Page 2 f�i�i 1...Model Al MAN JSD1Rimor Model Al MAN JSD JA.rup Calc=MJ8 Front Door faces: W v GRCH ARCHITECTURE PC 37,50 EXPRESS DRIVE SOUTH SUITE 202 " - ISLANDIA. NY 99749 W W W.GRCHARCHITECT,URE.COM November 14, 2018 Town of Southold Building Department 53095 Route 25 PO Box 1179 I Southold NY 11971 Attn. Ms.Amanda Nunemaker Plans Examiner Dear Ms. Nunemaker, Re: Harvest Pointe at Cutchogue 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. I Spray Foam Insulation at Rim Joist: I Sill Plates Headers and Rim Joist (Residential Code Section R316.5.11 Maximum thickness 3 %"I(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 a." (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 Blainket (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: "Ecot�ouch Flame Spread 25 Fiberglass Insulation: i (see product cut sheet) I Provides a flame spread Index of less ti an 25 and smoke-development Index less than 50 in accordance with respectfu ly submi ed, RED A 5�E Rc'�i a- C') Cg6RT C/./ j. Glen Cherve• yi IA, LEED AP Principal '9 023BA13 �Q T�OF NES a MECHANICAL CORPORATION HEATING AND AIR CONDITIONING March 11, 2019 Michael J. Verity . Town of Southhold Building Department Town Hall Annex Building 54375 Route 25 Southhold, NY 11971 Tel: (631) 765-1802 Fax: (631) 765-9502 Subject: Harvest Point Residential Units Dear Mr. Verity Please be advised that the basements of all the residential units at the above referenced project have been included in our Manual J load calculations. Best regards, Louis DeSantis President s. 20 Feldland Street, Bohemia, NY 11716• (631)563-1298 • Fax: (631) 563-2954 . jr GIRCH ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH SUITE 202 ISLANDw NY 11749 1NW W.GRCHARCHITECTURE.COM (631)864-3395 May 01, 2022 Town of Southold Building Department 53095 Main Rd P.O. Box 1179 Southold, NY 11971 Attn. Michael Verity Chief Building Inspector Re: Harvest Pointe at Cutchogue Basement Code Conformance Unit#97—Permit#46877 Dear Inspector Verity: Please be advised that the basements of the above referenced units constructed on site meet the requirements for conditioned space as defined in the 2020 Energy Conservation Construction Code of New York State, R402.2.9 Basement walls. Walls associated with conditioned basements shall be insulated from the top of the basement wall down to 10 feet(3048 mm) below grade or to the basement floor, whichever is less. Res ectfully submitted, ED ARC �\5 CBER`r Cy h'X . �<C/ ��` ALF C, 2� Glen erveny, AIA, LEED AP Prin al Nj, '9 0 Sit Q T�OF NE�-1 Home Energy Rating Certificate Property HERS Harvest Pointe Rating Type: Confirmed Certified Energy Rater: Michael Fauci 40 Harvest Pointe Ln Rating Date: 2023-02-24 Rating Number: MC193 Cutchogue, NY 11935 Registry ID: 684205757 Estimated Annual Energy Cost HERS Index: 60 Efficient Home Comparison: 40% Better Percent Use MMBtu Heating 63.4 Cost Cost$133 9% General Information Cooling 1.5 $83 6% Conditioned Area 3757 sq. ft. House Type Single-family detached Hot Water 12.4 $13 1% Conditioned Volume 42016 cubic ft. Foundation Conditioned basement Lights/Appliances 24.1 $1156 77% Bedrooms 3 Photovoltaics 0.0 $0 0% Service Charges $120 8% Mechanical Systems Features Total 101.4 $1506 100% Water Heating: Conventional, Natural gas, 0.69 EF, 75.0 Gal. Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. Criteria Cooling: Air conditioner, Electric, 16.0 SEER. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 131.00 CFM25 2015 IECC UA Compliance Ventilation System Exhaust Only: 168 cfm, 30.0 watts. ECCC New York State 2020 Programmable Thermostat Heat=Yes; Cool=Yes Building Shell Features Ceiling Flat R-37.7 lam Edge, R-0.0 Under Sealed Attic NA osed Floor NA Vaulted Ceiling NA Window pe- U-Value: 0.29 SHGC: 0.280 Above Grade Walls R 21.0 Infil ion Rate 2041 CFM50 (2. 1 ACH50 Foundation Walls R-13.0 Method Blower door r 2,041 CFM @ 50 Pa x 60 Min/Hr= 122, 60 / 42,01ft' =2.91 ACH @ 50 Pa Energy Testing Services Lights and Appliance Features 1648 Locust Ave, Unit E Interior Fluor Lighting (%) 0.0 Ra a/Oven Fuel Nat ga Bohemia, NY 11716 Interior LED Lighting (%) 100.0 Clothes Natural s 631-244-2627 Refrigerator(kWh/yr) 568 Clothes Dryer CEF 3.49 Fax# Dishwasher(kWh/yr) 270 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REM/Rate-Residential Energy Analysis and Rating Software v16.3.4 This information does not constitute any warranty of energy costs or savings. ©1985-2022 NORESCO, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. Energy Testing Services 2023 Combustion Safety Testing Form Certified Home Address: 40 Harvest Pointe Lane City: Cutchogue Builder Name: Harvest Pointe Builder Tracking# Combustion Appliance Zone (CAZ) # of Location of this CAZ: Basement (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 2023-02-24 Outdoors Temp During Test: 41 OF CAZ Depressurization (NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: N/A PPM Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes❑ No❑✓ Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: Heating System Primarv: Yes❑✓ No❑ Type: Furnace Q Boiler❑Heat PumpF_1 Other❑ I z Venting Type 3 Draft Sin[laze Sip Ilage CO CO Efficiency Fuel Tyne Circle Type) Pascal (Worst Case (Natural) (Worst Case atural Rating:95.0 NOP❑O❑E❑ NQ,v0M❑S_✓ N/A Pa. Pass❑✓ Fail❑_ Pass❑✓_Fail❑ N/Appm N/A PpM Yes ✓❑ die: Standard Tank ✓❑Indirect Tankless ❑ Size 75 0 Style Common Vent El Water Heater Primary: No Instantaneous Commercial See Note (Gallons ❑ ❑ ( ) ) ' Stand Alone Q✓ Efficiency s Fuel Tvpe 2 Venting Type 3 Drat Sip llaa Spillage(Natural) CO CO (Circle Type) (Pascal) (Worse Case) (Worse Case) (Natural) EF: 0.69 1 N❑✓ P❑O[jEf] N❑MQS 0 N/A Pa. Pass OFail❑ Pass(]Faill] N/A PPM I N/A PPM Oven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes❑✓ No❑ Oven CO 2 PPM Ambient CO(During Oven CO Testing) 0 PPM 'Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 1 Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE: If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. a Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) s Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE. If Water Heater Type is"Commercial'and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial'and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Michael Fauci Rater Number: 8619824 Rater Signature: Date: 2023-02-24 NY-ECCC 2020 Certificate 40 Harvest Pointe Ln, Cutchogue, NY 1 193 5 L.Building Envelope Insulation I Ceiling R-37.7 Above Grade Walls R-21.0 Foundation Walls R-13.0 Exposed Floor NA Slab R-0.0 Edge, R-0.0 Under Infiltration 2041 CFM50 Duct R-8.0 Total Duct Leakage 131.00 CFM @ 25 Pascals Window Data - U-Factor SHGC _ Window 0.290 0.280 Mechanical Equipment -- --- - - - _ --A HEAT: Fuel-fired air distribution, Natural gas, 95.0 AFUE. COOL: Air conditioner, Electric, 16.0 SEER. DHW: Conventional, Natural gas, 0.69 EF, 75.0 Gal. ;HERS Index: 60 I Builder or Design Professional Signature REM/Rate - Residential Energy Analysis and Rating Software v16.3.4 SCOTT A. RUSSELL ,rb��S��FO� c�G *a. V( MICHAEL M. COLLINS, P.E. SUPERVISOR ® TOWN ENGINEER TOWN HALL - 53095 MAIN ROAD ::' 2 .� TOWN OF SOUTHOLD,NEW YORK 11971 Tel. (631)-765-1560 *' �: S e ;�� Fax. (631)-765—9015 0 �Q . nucilnrl cocl_I�s r�,� :sauTHoI.11, YA OFFICE OF THE ENGINEER TOWN OF SOUTHOLD Brian Cummings September 28, 2022 Planner Southold Town Planning Department 54375 Main Road Southold, New York 11971 Re: 'Harvest Pointe—Units 95-98 & 105-110 Chapter 236 Inspection Dear Mr. Cummings: I have inspected Harvest Pointe and determined that the developer has achieved final stabilization for the driveways,front yard areas and side yard areas of units 95-98& 105-110. The rear yard areas have not achieved final stabilization but have been seeded and should be fully stabilized within two weeks. Due to the location of the units, any stormwater runoff from areas that have not yet achieved final stabilization will not migrate off site. Therefore, the Engineering Department has no objection to Certificates of Occupancy being issued for these ten (10) units at this time. If you have any questions concerning this review please do not hesitate to contact my office at(631)765-1560. Sincerely; - 4��' Michael M.: ollins., RE: Towii.�Enginee� cc: Michael Verity, Chief Building Inspector OFFICE LOCATION: MAILING ADDRESS: Town Hall AnnexP.O.Box 1179 54375 State Route 25 ®��o�S®U�y®l Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) ® P Southold,NY Telephone: 631765-1938 www.southoldtownny.gov �O • �Q PLANNING BOARD OFFICE TOWN OF SOUTHOLD October 4, 2022 Mr. Henry Alia Rimor Development LLC P.O. Box 908 Cutchogue, NY 11935 Re: Site Plan Inspection, Certificates of Occupancy Units 95 — 98, 105 — 110 The Heritage @ Cutchogue aka Harvest Pointe 75 Schoolhouse Rd., corner of Schoolhouse Rd. & Griffing St., Cutchogue Dear Mr. Alia: The Planning Board has found that the requirements for Units # 95 — 98 and 105 — 110 of the above-referenced Residential Site Plan have been completed based on the site inspection made on September 28, 2022 and the subsequent work session on October 3, 2022. These units and the supporting infrastructure on site are now in general conformance with the approved site plan dated September 26, 2017 and the Planning Board supports the issuance of a Certificate of Occupancy for these ten (10) units. Please note-that there are many ongoing conditions of the site plan approval, with the most relevant to the occupancy of the residential units being no parking of vehicles, equipment, or dumpsters and no staging of materials on the internal streets being used by residents. These conditions will continue to be enforced. This letter does not condone any changes from the approved site plan and approvals from other agencies. Please call the Planning Department with any questions. s ectful b I Donald J. i censki Chairman cc: Michael Verity; Chief Building Inspector Michael Collins, Town Engineer ! f I FIELD INSPECTION REPORT DATE CO. NTS 1-4-2 d— FOUNDATION(IST) -------------------------------- FOUNDATION(2ND) V l� V. O ' �o a 1 lS U zf ILWNIA fWA6Mre vyGArCT�;,,► a . ROUGH FRAMING:& PLUMBING Ir'� G��.✓ �1 C�1lb l kAe 4e F�- " INSULATION PER N.Y. STATE ENERGY CODE -311 12A K UM J FINAL, _ ADDITIONAL COMMENTS 1 q -) Sv b � CG F to..3 z .=0'c,UFFlIIq TOWN OF SOUTHOLD—BUILDING DEPARTMENT y $r Town Hall Annex 54375 Main Road P. O. Box 1179 Southold, NY 11971-0959 . l Telephone(631) 765-1802 Fax (631) 765-9502 httl)s://www.southoldtownnv..gov For Office Use Only Date Received PERMIT NO. Building Inspector: A .1 ) Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's SEP 1 5 2029 Authorization form(Page 2)shall be completed. APPLICATION FOR 13UIL®IN PEItIVIIT Date: ` BUILDING DEPT, OWNER(S)OF PROPERTY: Name: Rimor Development Tax Map#:SCTM#1000- 102.01 - 02- Physical Address: O "0 L15i ,nit LO LL"t I cuJ -eta Q Phone#: 631-678-2667 Email: teamalia65@gmail.com Mailing Address: CONTACT PERSON: Name:Henry Alia Mailing Address: PO Box 908 Cutchogue, NY 11935 Phone#: 631-678-2667 Email: teamalia65@gmail.com DESIGN PROFESSIONAL INFORMATION`: Name:GRCH Architecture Mailing Address: 3750 Express Dr.South Islandia, NY 11749 Phone#: 631-864-3395 Email: CONTRACTOR INFORMATION::. Name:Rimor Development Mailing Address: PO Box 908 Cutchogue, NY 11935 Phone#: 631-678-2667 Email: teamalia65@gmail.com DESCRIPTION AF PROPOSED CONSTRUCTION- 2New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $300,000.00 Will the lot be re-graded? OYes ❑No Will excess fill be removed from premises? ❑Yes 2No PROPERTY INFORMATION Existing use of property: Intended use of property: Condo-resitdental Date of Purchase: Name of Former Owner: 1 Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? { Yes ❑No IF YES, PROVIDE A COPY. 0 Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,Newyork and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit auth i d ins91 ctors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuan o ectiOY210.45 of the New York State Penal Law. Application Submitted By(print a�e)• Henry Ali 2Authorized ge ❑Owner Signature of Applicant: Date: v� STATE OF NEW YORK) SS: COUNTY OF Suffolk ) Henry Alia being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Agent (Contractor,Agent,Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of 20 v1 Notary P bli SHERRY PIRONE PROPERTY OWNER AUTHOR12 AMNY PUBLIC,STATE OF NEW YORK (Where the applicant is not the o ner glstration No. 01P16388308 Qualified in Suffolk County Commission Expires March 04, 2023 1. residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name CONSENT TO INSPECTION V Pi the undersigned,do(es)hereby state: Owner(s)Name(s) That the undersigned (is) (are)the owner(s)of the premis s iMVA Southold, located at Ccs,( 16 1' which is shown and designated on the Suffolk Count§Tax Map as District 1000, Section ��.®' ,Block 0 ,Lot 4! That the undersigned(has) (have)filed, or cause to be filed, an application in the Southold Town Buildinyg Ins a tor's Office for the fillin 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: ! �` ( i tl tur I (Print N ) (Signature) (Print Name) A o�S�ygFDE �oU DEPARTMENT-Electrical Inspector ��ILDING ; r TOWN OF SOUTHOLD T OCA 0 510 1-ow all Annex - 54375 Main - ME A� Southold, NewYork 1 095 of ��aF S 6WiNIephone (631) 765-1802 - 63 66-9W21 10roger.richert(c�town.southo d.ny.us TOWN ODFING DEPT APPLICATION FOR ELECTRICAL INSPECTION SOUTHOLD __ REQUESTED BY: ` ��(� ^ 1� Date: Company Name: < j C c Name: License No.: email: ec ( , C-� on Address: �, t--> y ea Q- :1 Phone No.: - L JOS SITE INFORMATION: (Ail Information Required) Name: 0A ry Address: go ha9L)ao*-Pbin LG( (.0.f �l 4SA m-35- Cross 3Cross Street: L Phone No.: Bldg.Permit#: 11� 7 email: Tax Map District: 1000 Section: t Block: BRIEF DESCRIPTION OF WORK (Please Print Clearly) CiPcIe All That Apply: Is job ready for inspection?: YES / NO Rough In Final Do you need a Temp Certificate?: YES / NO Issued On Tamp Informatio (All information required) f Service Size 3 Ph Size: 1. C5 A # Meters 6 Old Meter# Eew: Se�rvie - Fire Reconnect- Flood Reconnect-Service Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form.xls \D 6p BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD o • Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 4h �a0� Telephone (631)765-1802-FAX(631)765-9502 Temporary Certificate # Date 16 P111 2021 -. Customer Name Electrician Name Address JA Phone cl e-mail e-mail r 1W At eleG oP/ Phone License# d d Size 1 s-0 A Phase—�Overhead Underground #of Meters Remarks #of Underground Laterals 1 2 New "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 valid f d the date above. Authorized by ----- A T t.9ILDING DEPAR`PflilE.fi9'�-Electrical Inspector : T®11l/WOF SPUTH®E® 1VTow all Annex -54375 Maino Southold, New York 1 -095 V N�F S v elephone (631) 765-1802 - 63QC766-9�?1: 10roaer.richert(a--)town.southo d.ny.us TOW OUILDING DEPT . IV 0F SOU,TryptD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: ` �� _ �'` lig Date: Company Name: -TM ` 1?C C Name: License No.: `31 Gtr (YI 6 email: il( e IeC Address: v :� Phone No.: - 3, C) JOS SITE INFORMATION: (All Information Required). 11 Name: _C + 7 ' kV - Ac Address: pmt-obla LCA U-JUft9d--CUkhbbw, o� 3 Cross Street: Lq Phone No.: Bldg.Permit email wj Tax Map District: 1000 Section: Block: Lof: p BRIEF DESCRIPTION OF WORK (Please Print Clearly) Clrc' e All That Apply: Is job ready for inspection?: YES 1 NO Rough In Final Do you need a Temp Certificate?: YES / NO Issued On Temp Informatlo _ (All information required) IService Size -1 P 3 Ph Size: ISA # Meters_T_ Old Meter# iew Fire Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead # Underground Laterals 1 \ 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Formals PERMIT # Address: Switches Outlets f I Surface ,W—~' (` Zy Sconces H H's ' u 7 � l UC Lts; I Fridge i HW 51 Fans Exhaust (�, , �J , /L WAD I '7„ Oven Smokes DW Mini II Carbon Micro Generator W64-A Transfer Combo III f Cooktop AC ` AH 1 Hood I Service 1 Amps Have Used Special: Comments An � 1 LA 6 39.22' 96 A 95 97 A 98 A.: A TYPE FLUSH B—D RAMP 1..' BBC �Dl (TYP.)' N>" R7—XR (TY P.) R7_NXL. I I I I I'I I •BR�S�-., u y pb _ CUR FLUSH CURB. WITH PAVERS 105 A 106 107 108 A A A 49.22' 49.22' r :MERGENCY ACCESS ROAD ;RASSED AREA WITH LOAD IEARING SUB—SURFACE SEE DETAIL) LA PROPOSED CRASH GATE NATURAL BUFFER AREA -' (SEE DETAIL) 71 JECT EMERGENCY ACCESS TO EXISTING ROAD, :SS ROAD TO BE INSTALLED TO EXISTING, .MENT EDGE; PROVIDE MOUNTABLE CURB (SEE ,IL); EMERGENCY ACCESS ONLY. NOT TO BE i AS A CONSTRUCTION ENTRANCE/EXIT OR ANY OTHER PURPOSE EXCEPT EMERGENCIES. P, a� \ ifs�y�� f:� \~n o,c\•s L"-, < ism a: * UCE�� a Water LCe(s) I t QU ge Inspected B Suffolk County Dept. Of Health Seryl - Cell 85�-5754, 48 Hours in Advance To�edule Inspection(s). APPROVED fN ACCORDANCE WITH BOARD OF O ch REVIEW DETERMINATION DATED s'—B- 17 _ M z z ~ LD o Stj3JECT TO COVENANTS& R'ESTRICLIONS USER z2 � Z LlJ z o W 0® (D m O O 71,,1,,7A (n < _ LL U) �NvCERTIFICATION R77;0N U — SU� . OR F .A. C1wRT11=I = O W = FOR LLATIO��f Afr% Cotd5 (� OF _ o 0 C:) FOr MNAL APPROVAL, s rf� < J cn p Ms O 1- z U) C] S�'oll;CountyDe artment of wealth �r+facds p �.h• ; Approval for Ggnstrtaction-Other Than Single l!'nmi1y -.=�5 v [Reference No._�!o Design Floes �� ®�� PROJECT NO.: ®®026 Use(s) �I _P��-�i�l __�isG� rte fJRAWN BY: These plans have been reviewed for general conformanan v t.h UfFoll; KCK County Department of health Services standards, relating to t=later CHECKED BY: TFL supply and sewage disposal. Regardless of any omissions, DATE: _ inconsistencies or lack of detail, construction is acquired to bo in accordance with the attached permit conditions and applicable SCALE: AS NOTED standards,unless specifically waived by the Department.This approval FILE NO.: expires 3 years from the approval date,unless extended or renewed. m CADD: 00025 SP Approval Date v SHEET NO.: Reviewer RQVkQd Plan Approved to Expires - 8 - zo z,3 1 OF5 S.C.D.H.S. APPROVAL SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES FOR OFFICE USE ONLY OFFICE OF WASTEWATER MANAGEMENT Health Department'Ref.No. 360 YAPHANK AVENUE,SUITE 2C,YAPHANK,NY 11980 (631)852-5700 OR HealthWWM@suffolkcountyny.gov APPLICATION TO UPDATE AN EXISTING PERMIT TO CONSTRUCT SEWAGE DISPOSAL AND WATER SUPPLY FACILITIES FOR A SINGLE FAMILY DWELLING REFER TO REVERSE SIDE OF THIS FORM FOR INSTRUCTIONS PLEASE COMPLETE APPLICABLE SECTIONS OF THIS FORM. ALL SIGNATURES MUST BE ORIGINAL. SECTION 1 FOR ALL RENEWALS AND TRANSFERS EXISTING REFERENCE NUMBER: R10-17- D I sS Tax Map No.: 1000 District Section Block Lot 0 41 Name of Current Applicant:Rimor Development LLC Tel#: (631) 735-9200 Mailing Address.PO Box 908, Cutchogue, NY 11935 Email Address:teamalia65@gmail.eom Name of Current Agent:Henry Alia Tel#:. (631) 678-2667 Mailing Address: PO Box 908, Cutchogue, NY 11935 Email Address:teamalia65@gmail.com DATE OF ORIGINAL APPROVAL: 09/08/2017 "If more than 6 years old and.SCDHS site inspections have not been rformed,anew ap2licaiioxi will be required SECTION 2 1 FOR TRANSFERS WITH PREVIOUS APPLICANT/AGENT PERMISSION Name of Previous Applicant/Agent: Tel#: ( - I hereby transfer all rights and interest in the above referenced permit to the new applicant named above; Signature of Previous Applicant/Agent: Date: SECTION 3 FOR TRANSFERS WITHOUT PREVIOUS APPLICANT/AGENT PERMISSION Name of Previous Applicant's Tel#: ( ) Architect/Engineer/Surveyor: - 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,D]RENEW (check applicable) a permit to construct in accordance with this application,surveys and plans submitted. I here y ce t y tha�I have examined this complete application and the statements therein are true and correct,and that all work shall be done' cor ante with all applicable Town,County,State and Federal Laws. "Any false statement made herein is unishable as a misd eano ursu t to S210.45 of New York State Penal Law." Signature of Current Applicant/Agent Date �O N 2-0 Print Name of Current Applicant/Agent Henry Ali Titlek I Agent/Project Manager DEPAR SE ONLY Permit is Transferred/k5 Until 7- Z3 Number of Bedrooms Approved Signature of Department Representative Date Bo—o�' WWM-104(Rev. 02/12) NOTES: THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE Of 00 NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, oDPLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. w U 43.8' in p cV 1.5' IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, Z LU ^1.5' p PROFESSIONAL ENGINEERING AND LAND SURVEYING.SECTION 7209•FOR ANY d 4.8' 8.3' PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED -}-1 M PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY.IF J O Z II AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED.THE d' Q -a0 ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND 0_ iV Z Iq THE NOTATION'ALTERED BY FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH co Q Z ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. u- 1.4' �( COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED —,Z C) LL to - / /v\ SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. 6' W Z O%• F- r: C7 O Of NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS' _Z W I Q(L 3 3' OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED. 1C OLU o'01 Q I F- �p PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE J C9 I CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, Q `_ O 28 S' n SOIL CONDITIONS.VEGETATION,TREES,PATHS.DEBRIS OR ANY OTHER CONDITIONS a 20.4' nj OTHER THAN VISIBLE PERMANENT STRUCTURES. r' m S53° OF 40"W Avn (/� V ✓ COPYRIGHTO NELSON&POPE,ENGINEERS AND SURVEYORS.ALL RIGHTS co 41.85' jj� RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED 20.4, o IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN �� W O b r PERMISSION OF THE SURVEYOR. U) ^ 28.5' �( v) O � I - /r} Un THIS PLAN WAS PREPARED TO ASSIST IN OBTAINING FRAMING PERMITS FROM LOCAL �j J 9V cV 1.0' I O -It MUNICIPALITIES AND IS NOT AUTHORIZED NOR GUARANTEED FOR ANY OTHER PURPOSE. LO �Np' Q Z M 3.3' cr � X12.7'ce) —� QO Z 1.3' rn O (� 2 n z QO Z LL L6 co 4.8' O=d 1.4' W O 8.4' N w S530 05'40"WCD 54.66' LO CD rn C-9 O� 'NzzqFT��r M C1 4 r C SCS 4- S 81034'23" E R �o (.dq N D 67.78' ��s �� J 10. 10 � 21 s< < °sem g o ° ,) 02-23-2022 FOUND ATION LOCAT ION FOUNDATION AS-CONSTRUCTED 167.99 (ACTUAL) N FOR UNITS 97 - 98 R=275.00' S52°55'20"W UNIT DESIGNATION MAP OF L=77.85' w HARVEST POINTE CONDOMINIUM 2 C) _ FILE NO.:490 FILED September 28, 2020 N d' O I SITUATED AT S 40°52'38" E rn � o TOWN OF CUTCHOGUE 27.03' N L OUTHOLD TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK S.C.T.M.DISTRICT 1000,SECTION 102.01,BLOCK 0200,LOTS 041.000&042.000 19245'20"w N W ` NELSON + POPE �— - 7 engineers•architects•surveyors c� Z W 70 Maxess Road,Melville,NY 11747. 631.427.5665. nelsonpope.com � � SCHOOL HOUSE DRAWN BY: NP CADD No.: 00026 1 F- U)j LANE 0002s_I SCALE: CHECKED BY: MS FILE NO.: SHEET NO.: 1 OF'I. DATE: 02-28-2022 PROJECT NO.: 00026 1"=30' z 1 NOTES: O THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE y U PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFOREARE DI Q NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, Q ?�a PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. W 43.8' w 0 ry 1.5' cV IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, Z m U r I PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY j J Q w ^Bo•5' 7.1' PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED U Q a ci 4.8' W B'3' I PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY.IF z '5AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE _I m U — LLI z Lj U ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND Z - .9 W z _ �•W THE NOTATION'ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH Q �Q �^-• } W r OO Q <0 I ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. it Z w — 1 4' ZZ COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED m 00 QQ SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. U _ 12.6' LLI 1 fn m Q Lu v)�O NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS Z a STONE BASE Q N O U U W OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED. _� w O DRIVE x I 3.3' _za I a Z W/WI PAVER 1•� Q 1 �p �� pj Z J PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE O j O BORDER c (9 I v J v I - CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, ^ Q S53' 05'40"W 41.85' '- 20 4, N 28.5' Qw,W 09 SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS L.L. OTHER THAN VISIBLE PERMANENT STRUCTURES. E BOX w� 2 z co L DI 1 O(7 COPYRIGHT®NELSON 8 POPE,ENGINEERS AND SURVEYORS.ALL RIGHTS co ❑ QELEC. GA A/C 2 RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, PC.BOX ETERS ETER HOOKUP F Q RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED _ m 2U 4' IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN O W O Z PERMISSION OF THE SURVEYOR. W j LLJN 28.5' Z0. o a 0 W EN N ST DRIVE SE 1.0' Q 1 1 v U) � I w(� W/8"PAVER x w� (LO N ui p BORDER Q 1 3.3' aw m a w (O O r 12.7' (9 — W oO LU a) x Q ce) Q (O LU 01iu-Z 1.3' 14.1' -1 1 IN- ` V Q OW N I— LL W J O oU) U Q a oar j OU) ter,' WOOO I r_ r 4.8 N 1 CO U1.4' 8.4' 7.2' ZO "1.5' c I W m S530 05'40"W CONTROL 1 N 54.66' MODULE ( O LYS o M °' ®F NES pAVID o. CIO li�4 4U S 81034'23" E R C� i �O 67.78' 0 0�� 0 , '��'�z I ® LAND V, `t I o 0 O I 02-23-2022 FOUNDATION LOCATION FINAL SURVEY 167.99' (ACTUAL) N 01-25-2022 SANITARYASBUILT FOR UNITS 97 - 98 07-07-2022 DD CONTROL MODULES UNIT DESIGNATION MAP OF S52 55 20 W ELEC.PANELS R=275.00 08-17-2022 FINAL SURVEY L=77.85 �,'1 W HARVEST POINTE CONDOMINIUM 2FILE NO.:490 FILED September 28,2020 O SITUATED AT o TOWN OF CUTCHOGUE S 40052'38" E n C6 o LO TOWN OF SOUTHOLD.SUFFOLK COUNTY,NEW YORK 27.03' *Sq mO SOUTHOL� aC.T.M DISTRICT,000.sECTION,02.0,.BLOCK ozoo,LOTSO4,.000&042000 552°55'20"w19.24' W ` NELSON ♦ POPE engineers•architects•SUMOYOrs 70 Maxess Road,Melville,NY 11747. 631.427.5665.nelsonpope.com W u- LU SCHOOL HOUSE DRAWN BY: JR CADD No.;INDIVIDUALS 00026. IS SCALE: ERF' LANE CHECKED BY: MS FILE NO.: SHEET NO.: 'I OF 'I (5 U) 1"=30' DATE: 08-19-2022 PROJECT NO.: 00026 III NOTES: THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFOREARE B.B.CURB - NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, I` PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. MILLSTONE S A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145. CS�u uv w W ( LANE AUGI I r PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY A N 4 1 5 2 13=2 PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED E G E G E G E G- `SUB PAVEMENT PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY.IF Q W w 1/1 m jay AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE U(AuU '°`� Nm ALTERING ENGINEERORLAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND THE NOTATION"ALTERED BY FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH W W ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. Q I c/) I I LLI U) LLI Q �p COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED ?S; Q(au tU Iff) U' �y SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BEA VALID TRUE COM. O I U I I W s� � I bbd w 0 �� NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS Lp"[Lu�; C, RIX r}� OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED. �3 V 7 1 (�]J I � t'4 Ciu �j '� ti, UNDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIESARE NOTGUAAANTEED m / Iii '+ II (`gid AS TO ACCURACY,EXISTENCE,EXACT LOCATION,TYPE OR USE,ACTIVE OR INACTIVE. W I I U f DI LL no � p (^ ELECTRIC AND GAS UTILITY LOCATION PROVIDED FROM PSEG DISTRIBUTION DESIGN ° I ja ad) Si7 m ..j I I PLAN DATED 7/21118.LOCATION OF GAS AND UTILITY IS APPROXIMATEAND LOCATED Z 43.8' �-[Ly ii i=m TYPICALLY IN THE SAME TRENCH.ACCURACY OF UTILITY IS NOT GUARANTEED NOR IS U'um r i�l 1.5' �ry�' ry0) •,� -S v THERE ANY GUARANTEE THAT ALL EXISTING UTILITIES ARE SHOWN ON THIS MAP. _ r 1.51 � y" m ^�� t`" CONSULTWITH THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR cq $,3' 0 ....} �' �- CF• �� FURTHER DESIGN. X4.8' zWrn F�;z W xo z .z" t� i_ PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE ,N 1 �� W m Z Q Er pNj Q Z LL U� o�o�� ;_:� ,F� - CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATERCOURSES. ¢7 .� ( S ri LL Z O_co O S F> 'S SOIL CONDITIONS.VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS W I } W M U_H Q Z OTHER THAN VISIBLE PERMANENT STRUCTURES. I Z 0 1.4' O j �, I �8 fi• ii �" COPYRIGHTO NELSON 8 POPE,ENGINEERS AND SURVEYORS.ALL RIGHTS 7 ; -l O ro U Z ca C11 �"-`� RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING. L Z (y, m I I 12.6' W I N LU T 2$' v s*�i n ar :�,j) ,s RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED W j STONE $E .�- `3.3+ N f-" -" IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN O W U I D E E I N j 4"SDR-35 z t+t O �, ® ;,�:' �) PERMISSION OF THE SURVEYOR. IL W/8"PAVER 1.0 ¢ I z,� . PIPE,TYP. H �, a0O, I B8 R o C7 ,I a N I j SHOIVTN140NAL IMPROVEMENTS ANDfOR POSSESSION,IF ANY.NOT LOCATED,NOT LJ� m 3: m 0.4' nj 28'5' LO 00 N 4"" N 9 ALL SANITARY PIPING 4.8 8'SDR-35,TYPICAL. I1 DI� GAS ELECT. U) Lu 1 3 E -METER METER is}y �i 20.4' o ¢ LO w 93 3 m l w N I 28.5' j ':00 �a H m- > w I I ST DRIVEASE 1.0' C9 I am �� I EL W/B"PAVERVOZ ' umiD w/ �O BORDER < I W 24' yj m Io'vim o X12.7' - W 3.3' 4"SDR-35 zMz^;a Q Iw I U PIPE,TYP. zaa; Gq C O� 01 Z I iv >- 1.3' O 9O s a o w A U Iw 3 cmi 0 OIL w ui z ao D 4.B' In �, 1 �o �0 � N 1.4' 8.4' Iw -'N 1.5' N �S zo 43.7' �0.0502A J� L W w_ �Q(G� FO 3Z S'ey� ° ^m LAND S WIwLU l a 1 5� CONTROL > MODULE 0IIUmIQH CO W W o DI° D2-23 2022 FOUNDATION LOCATION SANITARY AS-CONSTRUCTED SURVEY / 06-01-2022 SANITARY AS-BUILT FOR UNITS 97 - 98 07-07-2022 ADD CONTROL MODULES UNIT DESGNATION MAP OF SANITARY SYSTEM AS-BUILTTABLE &ELECT.PANELs STRUCTURE NAME TIE A TIE B HARVEST POINTE CONDOMINIUM 2 FILE NO.:490 FILED September 28,2020 UNITS 497-98 SITUATED AT ST-1 31.3' 32.7 CUTCHOGUE TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK ST-2 3 6.9' 35.3' S.C.T.M.DISTRICT 1000.SECTION 102.01,BLOCK 02.00.LOTS 041.000&042.000 LP 50.0' 43.7 AL NELSON + POPE HEALTH DEPARTMENT REFRENCE NUMBERS&AREA'S q Af engineers•architects•surveyors UN IT No. HD REF No. HABITABLE AREA GARAGE AREA TOTAL GROSS FLOOR AREA 70 Maxess Road,Melville,NY 11747. 631.427.5665.nelsonpope.com 97 R10-17-0151 1,999 S.F. 486 S.F. 2,485 S.F. DRAWN BY: NP CADD No.: 000261 SCALE: 98 R10-17-0152 1,999 S.F. 486 S.F. 2,485 S.F. 00028_1 CHECKED BY: MS FILE NO.: SHEET NO.: 'I OF 'I 1"=30' DATE: 07-11-2022 PROJECT NO.: 00026 ,� s � � 7 APPROVED AS NO ED PLUMBER CERTIFICATION �� ON LEAD CONTENT BEFORE DATE: B.P.# � 7b 7 CERTIFICATE OF OCCUPANC' FEE: 3, SOLDER USED IN WATER . Gv: NOTI Y UILDING =';�GARTMENT AT SUPPLY SYSTEM CANNOT 765-1802 ' 8 AM TO 4 FM FOR THE FOLLOWING INSPECTIONS: EXCEED 2110 OF I% LEAD. 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST � E� ALL PLUMBING WASTE BE COMPLETE F-::- _ 0. MATER LINES NEED ALL CONSTRUCTICi% SHALL MEET THE T�!�t�l�$��p�E CG!/I=RING REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. ELECTRICAL COMPLY WITH ALL CODES OF INSPECTION REQUIRED NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF --S9kk48LS-TSA SOIJTHOLD TOWN PLANNING BOARD RUSTEES TRUSS PLACARDING REQUIRED . . .DEC DO NOT PROGEERWITH. FRAMING UNTIL SURVE'la: OCCUPANCY OR OF FOUNDATION LOCATION USE IS UNLAWFUL HAS BEEN APPROVED. ' WITHOUT CERTIFICf slower door OF OCCUPANCY and ductwork testing required. All exterior Iighting RETAIN STORM WATER RUNOFF insWid,replaced or PURSUANT TO CHAPTER 236 conform Must provide Manuals OF THE TOWN CODE, to Chapter 172 D, J and S as per of the Town Code NYS Energy Code PLANS ARE IN CONFORMANCE WITH THESE APPLICABLE CODES: Section R316 Foam Plastic TABLE R405.1 Z C) R302.12 Draftstopping. In combustible construction where there is usable space both above and below the concealed space of a Properties of Soil Classified According to the Unified Soil Classification System Z c , 2020 RESIDENTIAL CODE 0 F NEW YORK STATE floor-ceiling assembly, draftstops shall be installed so that the area of the concealed space does not exceed 1,000 square R316.1 General. The provisions of this section shall govern the materials, design, application, construction and installation of foam plastic W ;_-■ feet. Draftstopping shall divide the concealed space into approximately equal areas. Where the assembly is enclosed by a materials. UNIFIED SOIL VOLUME Z 0 EXISTING BUILDING CODE OF NEW YORK STATE solU CLASSIFICATION CHANGE � 8 202 floor membrane above and a ceiling membrane below, draftstopping shall be provided in floor-ceiling assemblies under the R316.2 Labeling and identification. Packages and containers of foam plastic insu►ation and foam plastic insulation components delivered to GRouP SYSTEM SOIL DESCRIPTION DRAINAGE FROST HEAVE POTENTIAL the ob site shall bear the label of an a roved a enc showin the manufacturers name, CHARACTERISTICS POTENTIAL U 2020 FIRE CODE OF NEW YORK STATE following circumstances: j pp g y g the product listing, product identification SYMBOL EXPANSION O '� and information sufficient to determine that the end use will comply with the requirements. Gw WELL GRADED GRAVELS, GRAVEL SAND MIXTURES, 2020 MECHANICAL C 0 D E 0 F NEW YORK STATE 2. Floor framing is constructed of truss-type open-web or perforated members. LITTLE OR NO FINES GOOD Low Low Q R 302.1.12.1 Materials. Draftstopping material shall be not less than 1/2 inch gypsum board, 3/8 inch wood structural R316.4 Thermal barrier. Unless otherwise allowed in Section R316.5, foam plastic shall be separated from °' GP POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES, Z � •� the interior of a building by an approved thermal barrier of not less than % inch gypsum wallboard. LITTLE OR NO FINES GOOD Low LOW O ^ ► � j ` 2020 PLUMBING CODE OF NEW YORK STATE panels. �,/ INTENANCE CODE OF NEW YORK STATE AND NEPA 70 R316.5.3 Attics. The thermal barrier s ecified in Section R 316.4 is not re uired where all of the followin 0 I : GROUP 1 SW WELL GRADED LE OS, OR GRAVELLY SANDS, L ) rn 2 2020 PROPERTY MA P q 9 PPY GOOD LOW LOW 0 .�� ^ v 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. LTfTLE OR NO FINES SP POORLY GRADED SANDS, OR GRAVELLY SANDS, U ■� V j � � 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. LI TLE OR NO FINES GooD Low Low Q o 2020 NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE- 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 H � NCV} 1 RESIDENTIAL PROVISIONS Exceptions: against ignition using 3/8 inch gypsum board. sM SILTY SAND, SAND SILT MIXTURES GOOD MEDIUM LOW U) = in 3 Z - 4. Wood floor assemblies using dimension lumber or structural composite lumber equal to or greater than 2 inch by 10 inch. R316.5.11 Sill plates and headers. Foam plastic shall be permitted to be spray applied to sill plates and headers or installed in the GC CLAYEY GRAVELS, GRAVEL SAND CLAY MIXTURES MEDIUM MEDIUM LOW s- X'U)a M SECTION R101 perimeter joist space without the thermal barrier specified in Section R316.4 subject to all of the following: Q w c M SC CLAYEY SANDS, SAND CLAY MIXTURES MEDIUM MEDIUM LOW U ca GENERAL Section R303 1. The thickness of the foam plastic shall be not more than 3Y inch. ML INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR, _ Lo 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 s�SCR CLAYEY SILTS WITH MEDIUM HIGH LOW ❑ r 1 M a- R101.2 The rovisions of the 2020 Residential Code of NYS for One and Two Family Dwellings shall apply to the construction, alteration, R303.1 Habitable rooms. Habitable rooms shall have an aggregate glazing area of not less than 8 percent of the floor area of such 3. The foam plastic shall have a flame spread index of 25 or less and an accompanying smoke developed index of 450 or less GROUP 2 V P movement, enlargement, replacement, repair, equipment, use and occupancy, location, removal and demolition of detached one and rooms. when tested in accordance with ASTM E 84 or UL 723. cL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, `� two family dwellings and townhouses not more than three stories above grade plane in height with a separate means of egress Exceptions: GRAVELLY CLAYS, SANDY CLAYS, sILTY CLAYS, LEAN MEDIUM MEDIUM MEDIUM Ur m and their accessory structures not more than three stories above grade plane in height. CLAYS To Low 1. The glazed areas need not be operable where the opening is not required by Section R310 and awhole-house Section R317 Protection of Wood and Wood-Based Products Against Decay °- R202 Definitions: mechanical ventilation system is installed in accordance with Section M1507. R317 All sills and plates on exterior foundation wall to be pressure preservatively treated in accordance with AWPA U1. R404.1.6 Height above finished grade. Concrete and masonry foundation walls shall extend above the finished grade adjacent to the i material that is continuous across all structural members without thermal bridges other that 2. The lazed areas need not be installed in rooms where Exception 1 is satisfied and artificial light is provided that is Foundation wood girders: wood girders seated in exterior foundation walls to have min. 1/2 inch air space all sides or ends foundation at all points a minimum of 4 inches where masonry veneer is used and a minimum of 6 inches elsewhere. �' Continuous Insulation: Insulat ng 9 g wrapped with aluminum flashing. R404.1.7 Backfill placement. Backfill shall not be placed against the wall until the wall has sufficient strength and has been fasteners and service openings. It is installed on the interior or exterior or is integral to any opaque surface of the building capable of producing an average illumination of 6 footcandles (65 lux) over the area of the room at a hei ht of 30 . envelope. inches above the floor levet. R317.1 Location required. Protection of wood and wood-based products from decay shall be provided in the following locations by the use anchored to the floor above, or has been sufficiently braced to prevent damage by the back fill where the unbalanced Mezzanine: An intermediate level or levels between the floor and ceiling of any story. R303.8 Exterior stairway illumination. Exterior stairways shall be provided with an artificial light source located at the top landing of of naturally durable wood or wood that is preservative-treated in accordance with AWPA U1 for the species, product, preservative height of fill exceeds 4 feet. Windborne Debris Region, Areas within hurricane-prone regions located within 1 mile of the coastal mean high water line where the stairway. Exterior stairways providing access to a basement from the outdoor grade level shall be provided with an and end use. ec ion R405 Foundation Drainage Z the ultimate desi n wind speed (Vult) is 130 mph or greater. artificial light source located at the bottom landing of the stairway. R317.1.1. Field treatment. Field-cut ends, notches, and drilled holes of preservative-treated wood shall be treated in the field in R405.1 Concrete or masonry foundations. Drains shall be provided around concrete or masonry foundations that retain earth and O 9 M4 enclose habitable or usab►e s aces locat b I w 01.1.1 Alternative rovisions. As an alternative to the requirements in Section R301.1, the following standards are permitted subject to the accordance with AWPA R3 p p e e o grade. Drainage tiles, gravel or crushed stone drains, perforated pipe or � de and the limitations therein. Where engineered design is used in conjunction with these standards, the 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 U limitations of this co 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. design shall comply with the Building Code. Ceiling Height Z) DITION . Minimum ceilin hei hts of 6'-8" in bathrooms, toilet section. The coating weights for zinc coated fasteners shall be in accordance with ASTM A 153. Stainless steel driven fasteners Exception: A drainage system is not required where the foundation is installed on well drained ground or sand gravel ne 1. AWC Wood Frame Construction Manual (WFCM). (2015 E ) R305.1 Minimum height. Minimum ceiling heights of 7 0" in habitable rooms g g R301.1.3 Engineered design. When; 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. 0 R301 or otherwise not conforming to this code, these elements shall be designed in accordance with accepted engineering practice. Exceptions: Z demonstrate cora liance of nonconventional elements with other applicable provisions and shall 6 feet 8 inches above an area R 319.1 Address identification. Buildings shall be provided with approved address identification. The address identification shall be legible Section R406 Foundation Waterproofing and Dompproofing 0 The extent of such design need only P 2. A shower or tub a ui ed with a showerhead shall have a ceiling height of not less than erformance of the conventional framed system. Engineered design in accordance with the International q PP and placed in a position that is visible from the street or road fronting the property. Address identification characters shall R406.1 Concrete and masonry foundation dampproofing. Except where required to be waterproofed, foundation walls that retain U be compatible with the p of not less than 30 inches by 30 inches at the showerhead. or buildin s and structures, and arts thereof, included in the scope of this code. i hin contrast with their background. Address numbers shall be Arabic numbers or alphabetical letters. Numbers shall not be spelled earth and enclose interior spaces and floors below grade shall be dompproofed from the hi her of a the to of the W Building Code is permlttei f 9 P 3. Beams, aiders, ducts or other obstructions in basements containing habitable space shall be permitted to project to wt 9 ( ) P hereof shall be constructed in accordance with the wind provisions of this code using 9 out. Each character shall be not less than 4 inches in height with a stroke with of not less than 0.5 inch. Where required by R301.2.1 Wind design criteria. Buildings and portions t 6 feet 4 inches of the finished floor. the fire code official, address identification shall be provided in additional approved locations to facilitate emergency response. footing or (b) 6 inches below the top of the basement floor to the finished grade using a bituminous coating. O ' ^ the ultimate design wind speed in Table R301.2(2) as determined from Figure R301.2(5)B. u ,J ssile R308.4 Hazardous locations. The locations specified in Sections R308.4.1 through R308.4.7 shall be considered to be specific Where access is by means of a private road and the building address cannot be viewed from the public way, a monument, pole R301.2.1.2 Protection M openings: Window glazing in ection 30 debris regions shall be protected to meet the requirements of the large ml hazardous locations for the ur oses of glazing. test of ASTM E1996 & ASTM E1886 per section 301.2.1.2.1. Garage door glazing shall meet impact-resisting standards or p p 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 MIIL polyethylene to permit water ( see a e while avoidin infiltration of fine soils. The remainder of excavated area shall be backfilled with the same t e of Z (� C) / n not more than 8'-0" shall be ermitted for hazardous location where the bottom exposed edge of the glazing is less than 60 inches above the floor. Section R321 Elevators and Platform Lifts P g 9 YP soil as was removed Burin excavation. ❑ Exception: Wood structural panels with a thickness of not less than 7/16 and spa P 1. Where the glazing is within 24 inches of either side of the door in the plane of the door in a closed position. R 321.1 Elevators. Where provided, passenger elevators, limited use and limited application elevators or private residence elevators shall g opening protection. Panels shall be precut and attached to the framing surrounding the opening. Panels shall be predrilled and 2. Where the glazing is on a wall less than 180 degrees from the plane of the door in a closed position and within 24 comply with ASME A17.1/CSA B44. w secured with the attachment hardware provided. 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 Re 321.2 Platform Lifts. Where provided, platform lifts shall comply with ASME A18.1. class one va or retarder material. If this retarder material is used, rovide 1 s.f. of ventin er 1500 s.f. floor area. TABLE R301.2(1) R308.4.6 Glazing adjacent to stairs and ramps. Glazing where the bottom exposed edge of the glazing is less than 36 inches above P P 91 P CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA the plane of the adjacent walking surface of stairways, landings between flights of stairs and ramps shall be considered to be Install vents within 3 feet of each corner of foundation. a hazardous location. Section R322 Flood Resistant Construction R408.4 Crawl space access panel to be min. 18" by 24". Openings through perimeter wall shall be not less than 16" by 24". �J Wind Desi n SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER Air Mean R 322.1 General. Buildings and structures constructed in whole or in part in flood hazard areas, including A or V Zones and Coastal A '4 GROUND 9 FLOOD Zones, as established in Table R301.2(1), and substantial improvement and repair of substantial damage of buildings and SNOW SPEED To o ra hical S ectal Wind DESIGN FROST LINE DESIGN UNDERLAYMENT Freezing Annual Exceptions: R502.2.2 Blocking and subflooring. Blocking for fastening panel edges or fixtures shall be a minimunn of utility grade lumber. �� P 9 P P TERMITE DECAY HAZARDS LOAD m h Effects Wind bourne CATEGORY WEATHERING DEPT}{ TEMP REQUIRED Index Temp 1. Glazing adjacent to wa►king surface and rail is installed 34"-38" above landing. structures in floor hazard areas, shall be designed and constructed in accordance with the provisions contained in this section. Subflooring shall be wood structural panels as specified in Section 503.2. Fireblocking shall) be of any grade lumber. ( P ) 2. Glazing 36 inches or more measured horizontally from the walking surface. Buildings and structures that are located in more than one flood hazard area shall comply with the provisions associated with the „ Region Debris R502.4 Joists under bearing partitions: Provide 2x full depth blocking ® 48 o.c. max. where beam is not located under wall to zone most restrictive flood hazard area. Buildings and structures located in whole or in part in identified floodways shall be designed r, Section R310 Emergency Escape and Rescue Openings and constructed in accordance with ASCE 24. allow for piping or vents. W MODERATE SLIGHT TO 10 R502.6 The ends of each olst, beam or aider shall have not less than 1 1 2 inches of bearin on wood or metal and not less W 20 140 No (B) SEVERE 36" TO HEAVY MODERATE Degrees Yes X 1500 UNFINISHED BASEMENTS IN A SINGLE FAMILY HOME & IN EACH TOWNHOUSE UNIT BASEMENT, ARE REQUIRED TO HAVE AT LEAST R 322.1.5 Lowest floor. The lowest floor shall be the lowest floor of the lowest enclosed area, including basement, and excluding any g / g ONE EMERGENCY ESCAPE AND RESCUE OPENING PER SECTION R310. (Egress window & window well) unfinished flood-resistant enclosure that is useable solely for vehicle parking, building access or limited storage provided that such than 3 inches of bearing on masonry to concrete or alternatively, the ends of joist shall be supported on a 1"x4' ribbon U R310.1 Emer enc esca a and rescue opening required. Basement shall have not less than one operable emergency escape and enclosure is not built so as to render the building or structure in violation of this section, strip and shall be nailed to adjacent stud. 0 R301.2.1.4 Exposure category. 9 Y P 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 m % 1. Exposure B. Urban clnd suburban areas, wooded areas or other terrain with numerous closely spaced obstructions having the rescue opening. q 9 P g pp P g y q P band or rim oist. Q J osure. Minimum o enin area. Emer enc and escape rescue openings shall have a net clear opening of not less than 5.7 s Lore conditionin lumbin a liances and lumbin fixtures; duct s stems; and other service a ui meat shall be located at or above j size of single family dwellings or larger. Exposure B shall be assumed unless the site meets the definition of another exp R310.2.1 P 9 g Y t less than 24 inches and the net clear width shall be not less than 20 the elevation required in Section R322.2 or R322.3. R502.8.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural ❑ 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 no lue-laminated members, cross-laminated timber members or I-oasts are rohibited exce t where ermitted b the W O the artiall obstructed area. Includes flat o en count and grassland. inches. Exception: Locating electrical systems, equipment and components; heating, ventilating, air conditioning; plumbing appliances and 9 � J P P P Y Exposure D extends downwind 600 feet from p y P ry Where a window is rovided as the emer enc esca a 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. 3. Ex osure D. Flat, unobstructed areas exposed to wind flowing over open water for a distance of not less tan 5000 feet. R310.2.2 Window sill height. P g y P e 't shall be rovided with a window well in R322.3 provided that they are designed and installed to prevent water from entering or accumulating within the components and R502.11.1 Wood Truss Design. Wood trusses shall be designed in accordance with approved engineering practice & be prepared by a P not more than 44 inches above the floor; where the sill height is below grad , I P to resist h drostatic and h drod namic loads and stresses, includin the effects of buo anc , urin the occurrence of floodin to re istered truss desi n rofessional where re uired b the statues of the urisdiction in which the roject is to be Exposure D extends downwind 600 feet from the unobstructed area. accordance with Section R310.2.3. y Y y 9 y Y d g g g g P q y I P I R310.2.3 Window wells. The horizontal area of the window well shall be not less than 9 square feet with a horizontal projection and the design flood elevation in accordance with ASCE24. Electrical wiring systems are permitted to be located below the required constructed. R301.3 Story Height. The wind provisions of this code shall apply to buildings with story heights not exceeding 11 feet 7 inches and the elevation rovided that the conform to the rovisions of the electrical art of this code for wet locations. v lateral) unsu orted bearin wall stud height permitted by Table R602.3(5). Individual walls or wall studs shall be permitted to width of not less than 36 inches. The area of the window we►I shall allow the emergency escape and rescue opening to be P Y P P R 322.1.7 Protection of water supply and sanitary sewage systems. New and replacement water supply systems shall be designed to � [� Y PP 9 fully opened. Section R506 Concrete Floors (On Ground) � L ' exceed these limits as permitted by Chapter 6 provisions, provided that story heights are not exceeded. An engineered design i a vertical de th reater than 44 inches shall be a ui ed with a ermanentl affixed minimize or eliminate infiltration of flood waters into the system in accordance with the plumbing provisions of this code. �- r the limits of Cha ter 6 are exceeded. Where the sto hei ht limits R310.2.3.1 Ladder and steps. Window wells wth p g q PP P Y R506.1 Concrete slab on grades to be min 3-1/2 inches thick. shall be rovided for the: wall h wall framing members whe e P �' g indow in the full o en osition. Ladders or runs shall have an inside width of not less R 322.1.8 Flood-resistant materials. Building materials and installation methods used for flooring and interior and exterior walls and wall Q P " ortions thereof to resist wind loads shall be in ladder or steps usable with thew Y P P 9 elevation re uired in Section R322.2 or R322.3 shall be flood damn e-resistant materials that conform to the R506.2.2 Base. A 4 inch thick base course consisting of clean graded sand, gravel, crushed stone, crushed concrete or crushed I•- of this section are exce Bed, the design of the building, or the noncompliant p accordance with the Building Code. than 12 inches, shall project not less than 3 inches from the wall and shall be spaced not more than 18 inches on center coverings below e q g - vertically for the full height of the window well. provisions of FEMA TB-2. blast-furnace slag passing a 2-inch sieve shall be placed on the prepared subgrade where the slab is below grade. � R 322.2.2 Enclosed area below desi n flood elevation. Enclosed areas, includin crawl s aces, that are below the Exception: A base course is not required where the concrete slab is installed on well-drained or sand gravel mixture soils Z gratin townhouses shall be ossa ned afire-resistance rating in accordance with Section R302.2, R310.2.3.2 Drainage. Window wells shall be designed for proper drainage by connecting to the buildings foundation drainage system g g P classified as Group I according to the United Soil Classification System in accordance with )Fable R405.,. R302.2 Townhouses. Common walls sep g 9 required by Section R405.1 or by an approved alternative method. design flood elevation shall: W The common wall shared b two townhouses shall be constructed without plumbing or mechanical equipment, ducts _ - ravel 1. Be used sole) for arkin of vehicles, buildin access or stora e. R506.2.3 Vapor retarder. A 6-mil (0.006 inch) polyethylene or approved vapor retarder with joints lapped not less than 6 inches 2 Item 1 or 2. Y both sides and shall extend to and be Exception: A drainage system for window wells is not required where the foundation is on well drained soil or San g Y P 9 9 9 vi of the common wall. The wall shall be rated for fire exposure from rdance with Section R32 . .2.1: shall be placed between the concrete floor slab and the base course or the prepared subgrade where no base course Z) or vents in the ca ty II be in accordance with Cha tern mixture soils in accordance with the United Soil Classification System, Group I soils, as detailed in Table R405.1. 2. Be provided with flood openings that meet the following criteria and are installe in acco tight against exterior walls and the underside of the roof sheathing. Electrical installations sha p 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. 0p d the common wall shall be not less than a 1-hour hall 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 1. Where a fire sprinkler• system in accordance with Section P2904 is provide , R311.7.1 Width. Stairways s R602.3 Design and cons+ruction. Components of exterior walls shall be fastened in accordance with Tables R602.3(1) through fire-resistance-rated wall assembl tested in accordance with ASTM E 119 or UL 263. the re uired headroom height. The clear width of the stairway at and below the handrail height, including treads and landings, 1. There shall be not less than two openings on different sides of each enclosed area; if a building has more than one enclosed Y q heathin shall be fastene direct) to framin members and shall confirm to the re uirements of Table 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 M inches where a handrail is installed on one side of 27 inches where handrails are provided on area below the design flood elevation, each area shall have openings. R602.3 4). Walls g d y g q 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 shalt 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(1) FASTENING SCHEDULE the requirements of this section. MINIMUM MINIMUM FIRE R311.7.5.1 Risers. The riser height shall be not more than 8 1/4 per supplement. R 322.3 Coastal high-hazard areas (including V Zones and Coastal A Zones, where designated) Elevation requirements. j�ISCRIPTION 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. FASTENING (a,b,c,d) ME 1. Buildings and structures erected within coastal high-hazard areas and coastal A Zones, shall be elevated so that the bottom of FIRE-RESISTANCE RATED 1 HOUR 0 feet R311.7.5.3 Nosings. A nosing projection not less than 3/4 inch and not more than 1 inches shall be provided on stairways with solid the lowest horizontal structural members supporting the lowest floor, with exception of piling, pile caps, columns, grade beams and 1. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE THREE 8D COMMON. TOE NAIL wALLs NOT FIRE-RESISTANCE RATED o HouRs Z5 feet risers. bracing, is elevated to or above the base floor elevation plus 1 foot or the design flood elevation, whichever is higher. 2. CEILING JOISTS TO TOP PLATE THREE SD COMMON. TOE NAIL � ri o � M � PROJEf:TIONS FIRE-RESISTANCE RATED 1 HOUR ON THE UNDERSIDE i'2 feet to <5 feet R311.7.8 Handrails shall be provided on not less than one side of each flight of stairs with four or more risers. 2. Basement floors that are below grade on all sides are prohibited.R 322.3.3Foundations. Buildings and structures erected in TABLE R302.1(2) R311.7.8.4 Continuity. Handrails for stairways shall be continuous for the full length of the flight with winders, at landings, or over coastal high-hazard areas and Coastal A Zones shall be supported on pilings or columns. 3. CEILING JOISTS (NOT ATTCHED TO RAFTER), LAPS THREE 16D COMMON FACE NAIL o N N M N OVER PARTITIONS EXTERIOR WALLS- DWELLINGS WITH FIRE SPRINKLERS lowest tread. 4. CEILING JOIST TO PARALLEL RAFTERS + LAPS TABLE R802.5.1(9) FACE NAIL MINIMUM MINIMUM FIRE Exceptions: Section R325 Mezzanines EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE 1. Handrails shall be permitted to be interrupted by a newel post at the turn. R 325.2 Mezzanines. The clear height above and below mezzanine floor construction shall be not less than 7 feet. Habitable attics shall 5. COLLAR TIE TO RAFTERS THREE 10D EACH FACE NAIL FIRE-RESISTANCE FATED 1 HOUR 0 feet R311.7.10.1 Spiral Stairways. Spiral stairways are permitted provided that the clear with at and below the handrail is not less than 26 comply with section R325.6 WALts inches and the wafkline radius is not reater than 2 Inches. Each tread shall have a de th of not less than Inches at 6. RAFTER FT ROOF TRUSS TO PLATE THREE 10D COMMON 2 ON SIDE + 1 ON OTHER TOE NAIL NOT FIRE-RESISTANCE RATED o HouRs 3 feet 9 � � P � � R 325.3 Area limitation. The aggregate area of a mezzanine or mezzanines shall be not greater than one-third of the floor area of the the walkline. All treads shall be identical, and the rise shall not be more than 91 inches. Headroom shall not be less than 6 room or space in which they are located. The enclosed portion of a room shall not be included in a determination of the floor 7. ROOF RAFTERS TO RIDGE, VALLEY OR HIP THREE 10D COMMON. TOE NAIL R302.2.3 Continuity. The fire-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 slheathing, deck or slab. The fire-resistance rating shall extend the full length of the wall or assembly, R 311.8 Ramps. R 325.4 Means of egress. The means of egress for mezzanines shall comply with the applicable provisions of Section R311. 8. STUD TO STUD (NO AT BWP) 16D COMMON AT 24'O.C. FACE NAIL including wall extensions through and separating attached enclosed assessor structures. R 311.8.1 Maximum slope. Ramps serving the egress door required by Section R 311.2 shall have a slope of not more than 1 unit R 325.5 Openness. Mezzanines shall be open and unobstructed to the room in which they are located except for walls not more than 36 g, STUD TO STUD AT BRACED WALL PANEL � vertical in 12 units horizontal (8.3 percent slope). All other ramps shall have a maximum slop of 1 unit vertical in 8 units inches in height, columns and posts. { 16D COMMON AT 16"O.C. FACE NAIL z z z z z z R302.2.4 Parapets for townhouse.:. 10. BUILT UP HEADER, TWO PIECES o 0 o 0 0 0 1. The arapet shall extend not less than 30 inches above the roof surfaces. horizontal (12.5 percent). Exception: Where it is technically infeasible to comply because of site constraints, ramps shall Exceptions: 16D COMMON AT 16"O.C. ALONG EACH EDGE FACE NAIL en en en � 5; en p 11. CONTINUOUS HEADER TO STUD FOUR 8D COMMON. TOE NAIL w w w w w w Exce tion: A ara ei: 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 portions thereof are not required to be open to the room in which they are located, provided that the aggregate P cordance: with ASTM E 108 or UL 790 and the roof decking or sheathing is of noncombustible materials or approved R 312.1 Guardrails: Porches, balconies, and stair landings 30" above floor or grade to be installed with 36" high railings, balusters not floor area of the enclosed space is not greater than 10 percent of the mezzanine area. 12. TOP PLATES TO TOP PLATE 16D COMMON ® 16"0/C FACE NAIL � � � � � � as tested in ac fire-retardant-treated wood for a distance of 4 feet on each side of the wall or walls or one layer of 5/8 inch Type X gypsum to allow passage of a sphere 4 inches or more in diameter. 2. In buildings that are not more than two stories above grade plane and equipped throughout with an automatic sprinkler system 13. DOUBLE TOP PLATES SPLICE 8-16D COMMON FACE NAIL � board is installed direct) beneath the roof decking or sheathing, supported by not less than nominal 2 inch (51 mm) ledgers R 312.2.1 Window sills. In dwelling units, where the top of the sill of an operable window opening is located less than 24 inches above in accordance with Section R313, a mezzanine shall not be required to be open to the room in which the mezzanine is located. ON EACH SIDE OF END JOINT (24'MIN LAP SPICE y o attached to the sides of the roof framing members, for a distance of not less than 4 feet on each side of the wall or walls and the finished floor and greater than 72 inches above the finished grade or the other surface below on the exterior of the R401.4.1 In lieu of a complete geotechnical evaluation footings shall be placed on rock, sand gravel and/or gravel, sand, silty sand, LENGTH EACH SIDE OF END JOINT) o any openings or penetrations in the roof are not within 4 feet of the common walls. building, the operable window shall comply with one of the following: clayey sand, silty gravel or clayey gravel with a presumptive design load bearing value of 2,000 PSF. Do not place footings " N 3. A parapet is not required where roof surfaces adjacent to the wall or walls are at different elevations and the higher roof is 1. Operable windows with opening that will not allow a 4 inch diameter sphere to pass through the opening where the on soil that consists primarily of clay or silt or have any inorganic material or fill. 14. BOTTOM PLATE TO JOIST OR BLOCKING (NOT AT BWP) 16D AT 16 O.C. FACE NAIL more than 30 inches above the lower roof. The common wall construction from the lower roof to the underside of the higher roof opening is in its largest opened position. TABLE R402.2 Concrete: A 28 day minimum compressive strength (f'c) is required at the following locations: deck shall have not less than a 1-hour fire-resistance rating. The wall shall be rated for exposure from both sides. 15. BOTTOM PLATE TO JOIST OR BLOCKING AT BWP) 2-16D AT 16"O.C. FACE NAIL R302.2.6 Structural independence. Each individual townhouse shall ti structurally independent. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F 2090. 2. Basement walls exposed to weather: 3000 psi plus 5 to 7% air entrainment 16. TOP OR BOTTOM PLATE TO STUD TWO 16D COMMON. END NAIL 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. 3. Porch slabs, steps, and garage slabs: 4000 psi plus 5 to 7� air entrainment FOUR 8D COMMON. TOE NAIL I-- r T 1 Exceptions: R312.2.2 Window opening and control devices. Window opening control devices shall comply with ASTM F 2090. The window opening " LAPS AT CORNERS + INTERSECTION 2-16D COMMON FACE NAIL Z W 1. Foundations supporting exterior walls or common walls. control device, after operation to release the control device allowing the window to fully open, shall not reduce the net clear R 403.1,4.1 Frost protection: Bottom of all footings to be at least 36 below grade. 17. TOP PLATES, R 403.1.5 Ste ed Footin s Ste footin 1 ft vertical maximum on 2 feet horizontal where sloe of footin bottom exceeds 10� W 5. Townhouses separated by a common wall as provided in Section R302.2, Item 1 or 2 opening area of the window unit to less than the area required by Section R310.2.1. PP 9 P 9 P 9 21. JOIST TO SILL, TOP PLATE, OR GIRDER THREE 8D COMMON. TOE NAIL IL cD R302.3 Two-famil dwellin s. 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 y g 22. RIM JOIST OR BLOCKING TO SILL OR TOP PLATE 8D COMMON ® 6'0/C TOE NAIL 0 O M not less than a 1-hour fire-resistance rating where tested in accordance with ASTM E 119 or UL 263 or section 703.3 of the Section R313 Automatic Fire Sprinkler Systems with stud bearing walls, isolated plain concrete footings supporting columns or pedestals are permitted. 27. BUILT UP GIRDERS AND BEAMS 2X LUMBER 20D COMMON AT 32"O.C. T&B STAGGERED FACE NNL AT EACH LAYER -� m x end to and be ti ht a ainst the exterior wall, and wall vin a hei ht of three stories above rade lane shall be R 403.1.6 Foundation Anchorage: Wood sole plates at exterior walls on slabs and all wood foundation wall sill plates shall be anchored W w Building Code. Fire-resistance-rated floor/ceiling and wall assemblies shall e t 9 9 R313.1 Townhouse automatic fire sprinkler systems. Townhouses ha g g g P with X inch diameter anchor bolts spaced as shown on the plans and details. Bolts shall extend a minimum of 7 inches into 28. 2X LEDGER THREE 16D COMMON AT EACH JOIST OR RAFTER. FACE NAIL > � v assemblies shall extend from the foundation to the underside of the roof sheathing. equipment throughout with on automatic sprinkler system. Iii 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 (- Exceptions: R313.1.1 Design and installation. Automatic residential fire sprinkler systems for townhouses shall be designed and installed in There shall be a minimum of two bolts er late section and located not more than 12" or less than 3.5" from the end of 31. WOOD STRUCTURAL PANELS: SUBFLOOR, 6D COMMON (WALL) 6 o/c at edges and 0 I� _ 1.A fire-resistance rating of 1h hour shall be permitted in buildings equipped throughout with an automatic sprinkler system installed accordance with Section P2904 or NFPA 13D. P P ROOF, AND WALL SHEATHING TO FRAMING 8D COMMON (ROOF) suppor at interior each plate section. Plates shall be protected against decay and termites. Z in accordance with NFFA 13. R313.2 One and two family dwellings automatic fire systems. One and two family dwellings having a height of three stories above SD COMMON (SUBFLOOR) supports {see note f) (D R302.3.1 Supporting construction. Where floor assemblies are required to be fire-resistance rated by Section R302.3, the supporting grade shall be equipped throughout with an automatic sprinkler system. o I or reater fire-resistance rutin and installation. Automatic residential fire s rinkler systems shalt 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 far framing and sheathing W I- construction of such a.,semblies shall have an equa g 9 R313.2.1 Design P Minimum Horizontal Reinforcement for Concrete Basement Walls connections shall have minimum average bending yield strengths as follows: 80 ksi for shank diameter of 0.192" (20d common nail), ❑ W Z 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. 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 t pan but not larger than 0.177", and 100 ksi for shank diameters of 0.142" or less. a MAXIMUM UNSUPPORTED F---1 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 ❑ �- 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 walls and 4 inches on center to gable end wall framing. � constructed of a minimum No. 26 gage sheet steel or other approved material and shall not have openings into the garage. shall be permitted to be located such that their deflectors are within 1 inch to 6 inches below the structural 0 ONE NO. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY = R302.6 Dwelling-garage fire separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply members and a maximum distance of 14 inches below the deck of the exterior balconies and decks that are AND ONE NO. 4 BAR NEAR MID- HEIGHT OF THE WALL STORY L with Section R302.5. Attachment of gypsum board shall comply with Table R702.3.5. The wall separation provisions of Table R302.6 constructed of open wood joist construction. ONE N0. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY R602.3(5) 2x4 wall studs at 16 inches on center with a maximum height of 10 feet shall support a maximum of one floor plus � j: shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall. >8 AND ONE NO. 4 BAR NEAR THIRD POINTS IN THE WALL STORY roof/ceiling assembly. 2x6 wall studs at 16 inches on center with a maximum height of 10 feet shall support a maximum z z TABLE R302.6 Gara a walls: 5 8 inch t e X sum board on arae side, 1 2 inch t e X sum board on o posite wall side at habitable of two f►oar plus roof/ceiling assembly. Exceptions: Where designed by in accordance with accepted engineering practice or � 9 / YP 9YP 9 9 / YP 9YP P Section R314 Smoke Alarms w areas. Garage ceiling: `i/8 type X gypsum board where the ultimate design wind speed is less than or equal to 130 mph, 2X6 #2 grade studs supporting a roof load with Z R314.1 General. Smoke alarms shall comply with NFPA 72 and Section R314. 0 R302.9 Flame S read & Smoke: Densit Index. R309.2.1: Wall & ceiling finishes shall have a flame spread classification of not greater than 14.1.1 Listin s. Smoke alarms shall be listed in accordance with UL 217. Combination smoke and carbon monoxide alarms shall TABLE R404.1.2(8) Minimum Vertical Reinforcement for 8, 10 and 12 inch Concrete Basement Walls not more than 6 feet of tributary length shall have a maximum wall height of 18 feet when spaced at 16 inches on (� 0 0 P Y R3 g 200. R30.9.2: Wall & Ceiling finishes shall have a smoke developed index of not greater than 450. Tested in accordance with ASTM be listed in accordance with UL 2034. MINIMUM VERTICAL REINFORCEMENT BAR center and 20 feet where spaced at 12 inches on center. U : ...................................................... E84 or UL 723. SIZE AND SPACING (INCHES) R602.3.2 Top plate. Wood stud walls shall be capped with a double top plate installed to provide overlapping at corners and W R314.3 Location. Smoke alarms shall be installed in the following locations. intersections with bearing partitions. End joints in top plates shall be offset not less than 24 inches. Joints in plates 0 �R ARC R302.11 Fire blocking shall be provided in wood-framed construction in the following locations: 1. In each sleeping room. MAXIMUM UNSUPPORTED MAXIMUM UNBALANCED DESIGN LATERAL SOIL PRESSURE OF 5� '�i 1. In concealed spaces of stud walls and partitions, including furred spaces and parallel rows of studs or staggered studs, as need not occur over studs. Plates shall be not less than 2 inches nominal thickness and have a width not less than the U 'Be" c 2. Outside each separate sleeping area in the immediate vicinity of the bedrooms. WALL HEIGHT BACKFILL HEIGHT 45 PSF PER FOOT OF DEPTH C7 p.O h'F � Do not backfill with any soil containing silt or clay. Width Of the StUd3. -- `n �L follows: ( (�� d 4. Smoke alarms shall be installed not less than 3 feet (914 mm) horizontally from the door or opening of a bathroom that WALL THICKNESS (INCHES) R602.6 Drilling and notching of dimensional lumber to conform to sections R602.6, R602.6.1, and figure R602.6(1). Notching & Q : o , 2� 1.1 Vertically at the ceiling and floor levels. contains a bathtub or shower. 8 to t2 bored hole limitations for exterior walls and bearing walls, figure R602.6(2) Notching and bored hole limitations for interior W '. r 1.2 Horizontally at intervals not exceeding 10 feet. R314.3.1 Installation near cooking appliances. Smoke alarms shall not be installed in the following locations unless this would prevent 2. At interconnections laetween concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. lacement of a smoke alarm in a location required by Section R314.3. 8 7 NR NR NR non bearin walls & fi ure R602.6.1 to late framin to accommodate I in 16 a e and 1.5 inch wide metal tie = : 9 9 P P 9 PP g• 9 9 P fastened across and to the plate at each side of the notch with 8-10d nails each side._, Follow:manufacturer$` 'ri ! � U ,- ,,,.�, � � 3. In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall comply with s 8 5 m a1 NR NR 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) (ys (n Q- r ( vel with an a roved material to resist the free cooking appliance. 10 s s o 41 5 0 22 NR I o enin s around vents i es, ducts, cables and wires at ceiling and floo a pp } 4 :>>`�- ` , ' 9). a 381 ,t0 4. At p g p P with an alarm-silencin switch shall not be installed less than 10 feet (3048 mm) horizontally '\ � .) ❑ OF NE`s 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 g : requirements. from a permanently installed cooking appliance. NR denotes no reinforcing required. kk ' � 5. For the fire blocking of chimneys and fireplaces, see Section R1003.19. 3. Photoelectric smoke alarms shall not be installed less than 6 feet (1828 mm) horizontally from a permanently installed Locate vertical bars 1Y4" clear from inside face of walls. The center of bars shall not vary from this by more than inch. 5 E.P 1 1 cooking appliance. � ,C� 6. Fire blocking of cornices of a two-family dwelling is required at the line of dwelling unit separation. JO UMBER R302.11.1 Firebfocking materials. Except as provided in Section R302.1, Item 4, ffreblocking shall consist of the 4. R 314.4 Interconnection. Where more than one smoke alarm is required to be installed within an individual dwelling unit followin materials. in accordance with Section R314.3, the alarm devices shall be connected in such a manner that the actuation of one alarm -, .>s 2 0 1 6® 2 3 9 will activate all of the alarms in the individual dwelling unit. _- _. ,a`.,aT', ;t H"r:X -) 1. Two-inch nominal lumber. q �T of 1" nominal lumber with broken to oints. ion R315 Carbon Monoxide Alarms UNITS V 7 M DEL A'1 V� W 2. Two thicknesses P I Sect Q SHEET NUMBER 3. One thickness of 23/32 inch wood structural panels with joints backed by 23/32 inch wood structural panels. R315.1 General. Carbon monoxide alarms shall be provided in accordance with section 915 of the Fire Code of NYS. 4. One thickness of 3/14 inch particleboard with joints backed by 3/4 inch particleboard. r 5. One half inch gypsum board. 9 M O D E L A 6. One quarter inch cement based millboard. ��JJJ ♦ jj--�� Z 7. Batts or blankets of mineral wool or glass fiber or other approved materials installed in such a manner as to be securely U W retained in place. COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED TABLE R602.3(3) TRUSS IDENTIFICATION SIGN Requirements for Wood Structural Panel Wall Sheathing Used to Resist Wind Pressures (a,b,c) - Z N1101.11.1 (R303.2.1) Protection of exposed foundation insulation. Insulation applied to the exterior of basement walls, crawlspoce 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 CC '' ULTIMATE DESIGN the perimeter of slab-on-grade floors shall have rigid, opaque and weather-resistant protective covering to prevent the degradation wall by one of the following methods: TYPE CONSTRUCTION, PRE-ENGINEERED WOOD ^ E MINIMUM NAIL PANEL NAIL WIND SPEED V ult of the insulation's thermal performance. The protective covering shall cover the exposed exterior insulation and extend not less 1. A waterproof sealant applied at the joint between the wall and the pipe. CONSTRUCTION AND/OR TIMBER CONSTRUCTION SPACING (mph) 2. A flashing of an approved elastomeric material. 6" DIA. U 0 MINIMUM MINIMUM MAXIMUM WALL than 6 inches (153 mm) below grade. WOOD NOMINAL PANEL STUD SPACING WIND EXPOSURE N1101.14 (R401.3) Certificate (Mandatory). A permanent certificate shall be completed by the builder or other approved party and posted on P2801.6 Required pan. Where a storage tank-type water heater or a hot water storage tank is installed in a location where water leakage REFLECTIVE RED O .}� 6 SIZE PENETRATION STRUCTURAL THICKNESS (INCHES) from the tank will cause damage, the tank shall be installed in a an constructed of one of the following: PANTONE (PMS) #187 V .- SIZE 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. 9 P 9 1. Galvanized steel or aluminum of not less than 0.0236 inch (0.6010 mm) in thickness. N Z w 0 RATING (INCHES D.C.) (INCHES D.C.) TABLE N1102.1.2 (R402.1.2) \ J _ B C D 2. Plastic not less than 0.36 inch (0.9 mm) in thickness. V Insulation and fenestration Requirements by Component 3. Other approved materials. F- r� 175 24/16 7/16 16 6 12 170 140 135 CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENT SLAB CRAWL U ■ III m - COMMON A plastic an installed beneath a as-fired water heater shall be constructed of material having a flame spread index of 25 or EFLECIIVE W U ZONE n U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE & SPACE P P 9 9 P z R c o R602.3.5 Braced wall panel uplift load path. Braced wall pane's located at exterior walls that support roof rafters or trusses U-FACTOR SHGC R-VALUE R-VALUE R-VALUE DEPTH R VALUE less and a smoke developed index of 450 or less when tested in accordance with ASTM E84 or UL723. M WHITE +� N > (including stories below top story) shall have the wall sheathing and fasteners designed to resist combined uplift and shear I- NmZ _ 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 forces in accordance with accepted engineering practice. / / / i LO p " 1/4 Z L- X 3 r M MARINE T101.1 General. The provisions shall be applicable for new construction where solar-ready provisions are required. R802.11 Rafter or truss uplift force. 1/2 U Q LO (0 For rafters at 16"o c in 13H)mph wind speed. Roof pitch > 5/12 Exposure B N1102.2.2 (R402.2.2) Ceilings without attic spaces. Where section N1102.2 would require insulation levels above R-30 and the design of the TRUSS IDENTIFICATION SIGN STROKE `- Fo / roof/ceiling assembly does not allow sufficient space for the required insulation, the minimum required R-value for such Section T102 General Definitions COMPLIANCE WITH 19 NYCRR 1264 ❑ U M w 00 U � Span (ft) 12 18 24 28 32 36 42 i 4 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 SHAD CONSISTS OF A CIRCLE 6'IN Uplift Force # 117 149 182 203 226 247 281 3 without compression. The reduction of insulation from the requirements of Section N1102.1.2 shall be limited to 500 sf (46 ms) or solar Increase x1.09 for itch < 5/12. Increase x 1.5 for 24"o/c spacing. Increase x 1.32 for 140 mph. DIAMETER,WITH A STROKE WIDTHS 1/2". E SIGN REFLBACECTIVE RED IN SHAH O FORMINGREFLECTIT WHITE IN m p 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 SIJ COLOR,CONFORMING TO PANTONE (� R702.3.5.1 Screw fastening. Screws for attaching gypsum board and gypsum panel products to wood framing shall be Type W or Type S in MATCHING SYSTEM(PNS)X187. _ N1102.2.4 (R402.2.4) Access hatches and doors. Access doors from conditioned spaces to unconditioned spaces such as attics and crawlP4 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 OR SYMBOL 1 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 Ce M THE EXTERIOR OF THE RESIDENTIAL STRUCTURE PROVIDED,HOWEVER,THAT. IS AFFIXING THE SIGN OR R702.4.2 Backer boards. Materials used as backers for wall file in tub and shower areas and wall panels in shower area shall be of requirements of Table R1102.1.2 based on the applicable climate zone specified in Chapter 3. T103.3 Solar-ready zone area. The total solar-ready zone area shall be not less than 300 square feet (27.87 mz) exclusive of SYMBOL TO THE ELECTRICAL BOX WOULD OBSCURE ANY METER ON THE ELECTRIC BOX,OR IF THE UTILITY , s required the International Fire Code. New multiple single-family dwelling townhouses materials listed in Table R702.4.2, and installed in accordance with the manufacturers recommendations. N1102.2.8 (R402.2.8) Floors. Floor framing-cavity insulation shall be installed to maintain permanent contact with the underside of the mandatory access or set back areas a req by p g 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) TO BE AFFIXED TO THE ELECTRICAL BOX,THE SIGN OR SYMBOL SHALL BE AFFIXED TO THE EXTERIOR Backer Board Materials N1102.2.9 (R402.2.9) Basement walls. Walls associated with conditioned basements shall be insulated from the top of the basement wall per dwelling shall have a solar-ready zone area of not less than 150 square feet (13.94m2). The solar-ready zone shall be WALL OF THE RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRICAL BOX.THE Z STANDARD down to 10 feet (3048 mm) below grade or to the basement floor, whichever is less. Walls associated with unconditioned composed of areas not less than 5 feet (1.52m) in width and not less than 80 square feet (7.44 m2) exclusive of access or set REQUIRED Y THIS PART SHALL BE AFFIXED PRIOR TO THE ISSUANCE OFA(T1t11FlCATE MATERIAL basements shall meet this requirement unless the floor overhead is insulated in accordance with Section N1102.1.2 and N1102.2.8. back areas as required by the International Fire Code. OF OCCUPANCY OR A CERTIFICATE OF COMPLIANCE O GLASS MAT GYPSUM BACKING PANEL ASTM C 1178 (- FIBER REINFORCED GYPSUM PANELS ASTM C 1278 N1102.4.2 baseme(R402.4is Fireplaces. New wood-burning fireplaces shall have tight-fitting flue dampers or doors, and outdoor combustion air. T103.4 Obstructions. Solar-ready zones shall be free from obstructions, including but not limited to vents, chimneys, and roof-mounted WOOD ROOF TRUSS SPECIFICATIONS: U NONASBESTOS FIBER-CEMENT BACKER BOARD ASTM C 1288 OR ISO 8336, CATEGORY C Where using tight-fitting doors on factory-built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested equipment. ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE � T103.7 Roof load documentation. The structural design loads for roof dead load and roof live load shall be clearly indicated on the BUILDING CODE. NONASBESTOS FIBER MAT REINFORCED CEMENTITIOUS BACKER UNITS ASTM C 1325 and listed for the fireplace. construction documents. TABLE R703.8.1 T103.9 Electrical service reserved space. The electrical service ane) shall have a reserved space to allow installation of a dual ole NOTE: 5/8 INCH THICK ROOF SHEATHING IS TO BE USED, WHEN ROOF TRUSSES ARE SPECIFIED AS THE ROOF FRAMING MEMBERS. W TABLE N1102.4.1.1 (R402.4.1.1) P P P P Z Allowable Spans for steel lintels supporting masonry veneerAir 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: ONE STORY TWO STORIES positioned at the opposite (load) end from the input feeder location or main circuit location. D EQUATION 16-8) U SIZE OF STEEL ANGLE NO STORY a,c (inches) ABOVE ABOVE ABS GENERAL REQUIREMENTS A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE BUILDING ENVELOPE. D + L (EQUATION 16-9) W THE EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINUOUS AIR BARRIER. E 3901.7 Outdoor outlets. A water proof outlet is required for any size, deck, porch, or balcony that is accessible from inside dwelling unit. D + S (EQUATION 16-10 0 L3x3x1/4 8'-0' 4'-6" 3'-0' BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. ) /1 J At least one installed at the front and back of dwelling units. D + .6W (EQUATION 16-12) LL u L4x3x1/4 a-o' S'-o" 4'-s" CEILING/ ATTIC THE AIR BARRIER IN ANY DROPPED CEILING/ SOFFIT SHALL BE ALIGNED WITH THE INSULATION AND ANY E 3901.9 Garage Outlets. Garage receptacle, outlets must be serviced by a separate branch circuit that does not supply other outlets. At D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) (- GAPS IN THE AIR BARRIER SEALED. least one receptacle outlet is required for each cars ace in a arae 0 ( Cn L5x3.5x5/16 o'-o" s'-o" s'-o" ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE WALL DOORS TO UNCONDITIONED ATTIC SPACES SHALL P q P garage. D = DEAD LOAD, L = LIVE LOAD, S = SNOW LOAD, W = LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL BE DETERMINED IN ACCORDANCE � v J L6x3.5x1/4 14'-0' s'-6" 7'-o" BE SEALED. E 3902.14 Location of GFCI outlets. All GFCI outlets must be placed in readily accessible locations. WITH CHAPTER 26 TO 30 OF ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND SPEED (101 MPH BASIC DESIGN WIND SPEED) IN EXPOSURE ❑ WALLS THE JUNCTION OF THE FOUNDATION AND THE SILL PLATE SHALL BE SEALED. CATEGORY B. � T � 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. DESIGN LOADS: TABLE R301.7 W 1� c. Minimum bearing to be 6'. KNEE WALLS SHALL BE SEALED. ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: r-.-.i1 veneer installation. Adhered mason veneer shall comply with the requirements of Section R703.7.3. WINDOWS. SKYLIGHT'S AND THE SPACE BETWEEN WINDOW/ DOOR JAMBS AND FRAMING, AND SKYLIGHTS AND FRAMING SHALL BE THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD UP LOADS AS REQUIRED BY R703.12 Adhered masonry masonry DOORS SEALED. THE FOLLOWING LIVE LOADS: ALLOWABLE ASCE? 10 , TCDL 15 PSF, BCLL 10PSF, AND BCDL 10 PSF. PROVIDE ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE NOTED R703.12.1 Clearances. On exterior stud walls, adhered masonry veneer shall be installed: >_01 RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER ROOF: STRUCTURAL MEMBER ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. 1. Minimum of 4 inches (102 mm) above the earth GROUND SNOW LOAD 2OPSF FROM FIGURE R301.2(6) 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 R301.5 TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75". GARAGE AND CANTILEVERED (FOR SOLAR READY ROOF DESIGN LOAD ADD: 24 POUNDS Rafters having slopes greater than L/180 H� plastic with a minimum vertical attachment flange of 3 inches (89 mm) shall be installed to extend a minimum of 1 inch (25 FLOORS) PER LINER FOOT DEAD LOAD FOR ROOF FRAMING) 3:12 with no finished ceiling attached TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN 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 O 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. Q_, r. Vertical wall stud construction shall t anchored with not fewer than three 5/8 inch diameter by 5 inch GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE AND CONDITIONED SPACES. BALCONIES AND DECKS: 40 PSF Interior walls and partitions H/180 2. LOCATION OF ALL JOINTS. W r'-+ w - wood member abutting the V ert lag screws to every wood stud spacing. Each additional wood roof member shall be anchored by the use of two 10d nails at RECESSED LIGHTING RECESSED LIGHT FIXTURES INSTALLED AT IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO UNINHABITABLE ATTIC W/0 STORAGE: 10 PSFWIDTHS. THE DRYWALL, AIRTIGHT AND IC RATED. UNINHABITABLE ATTIC WITH STORAGE: 20 PSF Floors and ceilings w/ brittle finish L/360 4.1. TOP CHORD LNE LOAD OR SNOW LOAD. � every wood stud spacing. Install flashing and weep holes. The maximum height of the brick veneer above the lintel shall be 12 4.2. TOP CHORD DEAD LOAD. o feet 8 inches, with max 7:1.2 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 4.3. BOTTOM CHORD LIVE LOAD. ('� r h R703.8.4 Anchorage: Masonry veneer :;hall be anchored to the the supporting wall studs with corrosion resistant metal ties embedded in EXTERIOR WALL FROM THE SHOWERS AND TUBS. Exterior walls with plaster or stucco finish L/180 4.4. BOTTOM CHORD DEAD LOAD. m '`�T �, V mortar 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. W outside face. minimum tie size= 22 US gage. Minimum tie fastener = 8d common nail. Airspace= Nominal 1 between sheathing & ON EXTERIOR WALLS BOXES SHALL BE INSTALLED. EXPOSURE CATEGORY: B FROM R301.2.1.4 Exterior walls With brittle finishes L/180 4.6. CONTROLLING WIND LOADS. ❑ ^ O veneer. EAch tie shall support not more than 2.67 square feet of wall area and shall be spaced not more than 32" on center SEISMIC DESIGN CATEGORY: B FROM FIGURE 301.2.2 (exempt 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. pp Exterior walls with flexible finishes L/180 6. EACH REACTION FORCE AND DIRECTION. > �� horizontal) and 24 inches on center vertically. N1102.4.5 (R402.4.5) Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage from seismic provisions of code per Y 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR all be located beneath the first course of masonry above finished ground level above the foundation wall or slab and at between conditioned and unconditioned spaces. All recessed luminaires shall be IC-rated and labeled as having an air leakage rate R301.2.2) Lintels supporting masonry veneer L/600 EXCEPT WHERE SYMMETRICALLY R703.8.5 Flashing shall p ( ) p PRESUMPTIVE LOAD-BEARING VALUE OF SOIL: 2,000PSF Per TABLE LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. U P4 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 ata 1.57 sf 75Pa pressure differential. All section R703.8. recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. R401.4.1 Includes soil classes: GW, GP, SW, SP, SM, SC, 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. R703.8.6 Weepholes shall be provided in the outside wythe of masonry walls at a maximum spacing of 33 inches on center. Weepholes shall C402.4 (R402.4.6) Tenant Separation Walls (Mandatory). Fire Separations between dwelling units in two-family dwellings and multiple GM, and GC. 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. Z 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. H NOTE: Soils with clay or clay and silt will require a redesign 11. MAXIMUM AXIAL COMPRESSION FORCES R703.14.2 Fire Separation. Polypropylene siding shall not be installed on walls with a fire separation distance of less than 5 feet (1524 mm) B THE TRUSS MEMBERS. F¢ of building footings. 12. REQUIRED PERMANENT TRUSS MEMBER B - and walls closer than 10 feet (3048 mm) to a building on another lot. Section N1103 (R403) RACING LOCATIONS. WOOD FLOOR TRUSS SPECIFICATIONS: F- U Exception: Walls perpendicular to the line used to determine the fire separation distance. Systems A B B R EV I AT I 0 N S R801.3 Roof drainage in areas where expansive soils or collapsible soils are known to exist: All dwellings shall have a controlled method of N 1103.1 (R403.1) Controls (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. WOOD FLOOR TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF Z water disposal from roofs that will collect and discharge roof drainage to the ground surface not less than 5 feet from foundation THE BUILDING CODE. W walls or to an approved drainage system. N 1103.1.1 (R403.1.1) Programmable thermostat. The thermostat controlling the primary heating or cooling system of the dwelling unit shall A.B. ANCHOR BOLT D.S. DOWNSPOUT LT. WT. LIGHTWEIGHT RNG RANGE Z) be labeled per section 802.1.1. be capable of controlling the heating and cooling system on a daily schedule to maintain different temperature set points at A.F.F. ABOVE FINISH FLOOR DTL DETAIL LT. LIGHT R.O. ROUGH OPENING 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: R802.1.5.4 Labeling each piece of Fire--retardant treated lumber and wood structural panels shallP different times of the day. This thermostat shall include the capability to set back or temporarily operate the system to maintain ADJ. ADJACENT ADJUSTABLE U R802.4.2 Framing details. Rafters shall be framed not more than 1 X inches (38 mm) offset from each other to ridge board or directly Y / LVR• LOUVER R RISER D (EQUATION 16-8) zone temperatures down to 55'F (13'C) or up to 85'F(29'C). The thermostat shall initially be programmed by the manufacturer A.F.T. ABOVE FINISH TREAD �' EACH D + L (EQUATION 16-9) � opposite from each other with a collar tie. 802.3 Ridge board shall be not less than 1 inch (25 mm) nominal thickness and not with a heating temperature set point no higher than 70'F (21'C) and a cooling temperature set point no lower than 78'F (26'C). ALUM. ALUMINUM E.J. EXPANSION JOINT L.T. LAUNDRY TUB S.C. ROUND less in depth than the cut end of the rafter. At valleys and hips there shall be a valley or hip rafter not less than 2 inch ANCH. ANCHOR ELEC. ELECTRICAL MAS. MASONRY .C. SAWCUT D = DEAD LOAD, L = LIVE LOAD, ess 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 ELEV. ELEVATION MAT. MATERIAL (51 mm) nominal thickness p C ANGLE SCHEM. SCHEMATIC brace to a bearing partition or be designed to cony 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. ARCH. ARCHITECTURAL EQ. EQUAL MAX. MAXIMUM SHLF SHELF FLOOR TRUSSES SHALL BE DESIGNED AN SUPPORT THE FOLLOWING DESIGN LOADS: the ridge by a bra g P 9 units vertical in 12 units horizontal 25 percent slope), structural members that support rafters and ceiling N1103.3 (R403.3) Ducts. Ducts and air handlers shall be installed in accordance with Sections N1103.3.1 through N1103.3.8. ® AT EQUIP EQUIPMENT SHEET TCLL = 40 PSF, TCDL = BCDL = 5 PSF pitch is less than three ( P MDO MEDIUM DENSITY OVERLAY SHL. joists, such as ridge beams, hips and valleys, shall be designed as beams. N1103.3.1 (R403.3.1) Insulation (Prescriptive). Supply and return ducts in attics shall be insulated to a minimum of R-8 where 3 inches EXP. EXPANSION MECH. MECHANICAL SIM. SIMILAR TRUSSES SHALL HAVE A MAXIMUM LIVE LOAD DEFLECTION OF L/480 AND A TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75". Where ceiling joists or rafter ties are not provided), the ridge formed by these rafters shall be supported by a wall or girder (76.2 mm) in diameter and greater and R-6 where less than 3 inches (76.2 mm) in diameter. Supply and return ducts in other BD. BOARD EXT. EXTERIOR MIN. MINIMUM S.S. STAINLESS STEEL portions of the building shall be insulated to a minimum of R-6 w designed in accordance with accepted engineering practices. here 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- MIL.laminated where less than 3 inches (76.2 mm) in diameter. BM BEAM M.O. MASONRY OPENING METAL SUSP. SUSPENSION 1. DEPTH, SPAN, AND SPACING. STRUCT. STRUCTURAL DRAWINGS SHALL INCLUDE THE FOLLOWING INFORMATION: members, cross-laminated -timber members or 1-joists are prohibited except where permitted by the manufacturers Exception: Ducts or portions thereof located completely inside the building thermal envelope. BTM BOTTOM F/C FLOOR COVERING CHANGE BLKG. BLOCKING SGD 2. LOCATION OF ALL JOINTS. N1103.3.2 R403.3.2 Sealin Mandato Ducts, air handlers and filter boxes shall be sealed. Joints and seams shall corn I with section F.D. FLOOR DRAIN N.I.C. NOT IN CONTRACT SLIDING GLASS DOOR r ti recommendations or where the effects of such alterations are specifically considered. ( ) g ( ry) p y R802.8.1 Bridging. Rafters and ceiling joists having a depth to thickness ratio exceeding 6 to 1 based on nominal dimensions shall be M1601.4.1. BRG. BEARING FDN. FOUNDATION (NTS) NOT TO SCALE: SQ. SQUARE 3. REQUIRED BEA THS. �- d in wood or metal or continuous 1 inch by 3 inch wood strip nailed across BRK BRICK FLR. FLOOR TB TOWEL BAR 4.1. TOP CHORD LNE LOAD . SNOW LOAD. laterally b solid blocking, diagonal bridging ( ) Exceptions: 4.3. BOTTOM CHORD LIVE LOAD. ¢ ry N o0 supported late y y 9 9 P 4.2. TOP CHORD DEAD LOAD. o N M Co CV the rafter or ceiling joists at intervals not exceedng 8 feet. 1. Air-impermeable spray foam products shall be permitted to be applied without additional joint seals. BSMT BASEMENT F. FIREPLACE T & G TONGUE AND GROVE R802.9 Trimmer joist: single header and trimmer for openings up to 4'-O" and doubled over 4'-0" unless otherwise noted on plan. CENTER LINE F.R. FIRE RATED O.C. ON CENTER TGS TOP OF GRADE SLAB 4.4. BOTTOM CHORD DEAD LOAD. ) � " 2. For ducts having static pressure classification of fess than 2 inches of water column (500 Pa), additional closure systems shall C.M.U. CONCRETE MASONRY UNIT FRM FRAME TFW TOP OF FOUNDATION WAIL OPER. OPERATOR 4.5. CONCENTRATEDLOADS AND THEIR POINTS OF APPLICATION. Connect with tecos for header joist spans of 6'-O" and greater, 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 JOINT FT. FOOT FEET OPNG. OPENING TYPICAL 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. R806.3 Vent and insulation clearance. Where eave or cornice vents are installed, blocking, bridging, t the location of button-lock types. COL. COLUMN / OPT. OPTIONAL TYP 6. EACH REACTION FORCE AND DIRECTION. FTG FOOTING T TREAD 7. JOINT CONNECTOR TYPE AND DESCRIPTIONSIZE, THICKNESS OR GAGE AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR flow of air. Not less than a 1 inch space shall be provided between the insulation and the roof sheathing and a N1103.3.3 (R403.3.3) Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage. CONC. CONCRETE O.S.B. ORIENTED STRAND BOARD TOWEL ROD (E.G.,( ) the vent. GA. GAUGE TR EXCEPT WHERE SYMMETRICALLY N1103.4 (R403.4) Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105'F (41'C) COND. CONDITION OZ. OUNCE TRPL TRIPLE LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES., 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). CONT. CONTINUOUS GALV• GALVANIZED 1/R ONE ROD 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. Section R807 Attic Access G.C. GENERAL CONTRACTOR UNLESS NOTED OTHERWISE have a Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on building loads calculated in accordance CONST. CONSTRUCTION GEN. GENERAL 1/S ONE SHELF U.N.O. 9. CONNECTION RATIO FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. 66 R807.1 Attic access. Buildings with combustible ceiling or roof construction shall have an attic access opening to attic areas thatwith ACCA Manual J or other calculated in accordance with ACCA Manual J or other approved heating and cooling calculation CTSK. COUNTERSUNK PC POURED CONCRETE 10. DEFLEC11O VE AND TOTAL LOAD. z z z z z z vertical height of 30 inches (762 mm) or greater over an area of not less than 30 square feet (2.817`12). The vertical height shall methodologies. C.O. CASED OPENING GYP. GYPSUM VERT. VERTICAL 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. be measured from the top of the ceiling framing members to the underside of the roof framing members. N1103.6 methodologies. (R4036) Mechanical ventilation (Mandatory) The building shall be provided with ventilation that meets the requirements of the 2015 CANT. CANTILEVER G.L. GLUE LAM PL PLA'CLE BOARD VERIFY IN FIELD 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. Fn o O O o O V.I.F. HGT. HEIGHT W WASHER C.T. CERAMIC TILE w w w w w w 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 City PNL. PANEL * DRAFTSTOPPING: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF AFLOOR-CEILING o: � � � � o: 9 HDWR. HARDWARE W WITH 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 DLG. CEILING HORZ. / Y Y PP C.M. CROWN MOUlO HORIZONTAL,HORIZONTALLY PWD. PLYWOOD WD WOOD ASSEMBLY, DRAFTSTOPS SHAH BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUAIRE FEET. DRAFTSTOPPING SHALL - the CONCEALED SPACE INTO APPROXIMATELY inches high (559 mm wide by 762 mm high). Where the access is located in a ceiling, minimum unobstructed head room In automatic or gravity dampers that close when the ventilation system is not operating. • attic space shall be 30 inches (762 mm) at some point above the access measured vertically from the bottom of ceiling framing C.R. CHAIR RAIL HD.WD. HARDWOOD PF. PREFABRICATED WELDED WIRE FABRIC DIVIDE THE EQUAL AREAS. WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING HR. HOUR PR. PAIR W.W.F. MEMBRANE BELOW, DRiAFTSTOPPING SHALL BE PROVIDED IN FLOOR-CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCIES: m members. See Section M1305.1.3 for access requirements where mechanical equipment is located in attics. Section N1104 (R404) Electrical Power and Lighting Systems D DRYER WO OR W/0 WALKOUT FLOOR FRAMING IS CONSTRUCTED OF TRUSS-TYPE OPEN-WEB OR PERFORATED MEMBERS o HDR. HEADER PROJ. PROJECT / PROJECTED WINDOW o N1104.1 R404.1 Lighting and equipment Mandato Not less than 90 percent of the permanently Installed lighting fixtures shall contain only PENNY HB HOSE BIB PSI POUNDS PER SQ. IN. WNDW MATERIALS: DRAFTSTOPPING MATERIAL SHALL BE NOT LESS THAN 1/2 INCH GYPSUM BOARD, 3/8 INCH WOOD STRUCTURAL PANELS. Section R902 Fre Classification ( ) g g ( ry)' P P Y g g Y DBL. DOUBLE PSF POUNDS PER SQ.FT. N ` high-efficacylams DIA. DIAMETER I.D. INSIDE DIAMETER TYPICAL ROOF & FLOOR TRUSS NOTES: R 902.1 Roofing covering materials. Roof shall be covered with materials as set forth in Sections R904 and R905. Class A. B or C P INGR. IN GROUND P.T. PRESSURE TREATED roofing shall be installed in jurisdictions designated by law as requiring their use or where the edge of the roof is less than 3 DIR. DIRECTION Class A Band C roofing required b INSUL. INSULATION QUAD. QUADRUPLE * TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND MANUFACTURE OF feet (914 mm) from a lot line. 9 q Y this section to be listed shall be tested in accordance with Section M1305 Appliance Access ON DOWN 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 REF. REQUIRED METAL-PLATE-CONNECTED WOOD TRUSSES SHALL COMPLY WITH ANSI/TPI 1. THE TRUSS DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY or above the roof covering replacement without removing permanent construction, other appliances, or any other piping or ducts not connected to the DW DISH WASHER I.S. INSIDE CORNER RMS. ROOMS TO REFERENCE * REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF NEW YORK. Z HALL BE FABRICATED IN ACCORDANCE W R 902.4 Rooftop mounted photovoltaic panel system. Rooftop mounted photovoltaic panel system installed on 9 P TRUSSES S CE WITH THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT WOOD MEMBERS CLAMPED IN RIGID shall be tested, listed and identified with a fire classification in accordance with UL 2703. Class A, B or C photovoltaic panel appliance being inspected, serviced, repaired or replaced. A level working space not less than 30 inches deep and 30 inches wide DWG DRAWING JT. JOINT REINF. REINFORCING,REINFORCED FIXTURES DURING ASSEMBLY TO INSURE TIGHT FITTING JOINTS. 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. KSI KIPS PER SQUARE INCH y * TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. THE CONTRACTOR IS feet (914 mm) from a lot line. M1305.1.3 Appliances in attics. Attics containing appliances shall be provided with an opening and a clear and unobstructed passageway large ion into the enou h to allow removal of the lar est a liance, 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 � m R 903.2.1 Exposed wall flashing required to have akick-out where the eave of the roof intersects a wall to prevent water intros g g pp DESIGNED AND INSTALLED TO PREVENT ROTATION AND PROVIDE LATERAL STABILITY IN ACCORDANCE WITH ACCEPTED INDUSTRY PRACTICE SUCH AS W �J w 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, INSTAWNG & BRACING OF METAL PLATE > F-� Y R 905.1.2 An ice barrier/ water shield shall be installed per manufacturers specifications, to maintain product warranty. Carry down M1307.3 Elevation of ignition source. Appliances having an ignition source shall be elevated such that the source of ignition is not less CONNECTED WOOD TRUSSES. W i 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 n W front of fascia, yp pp Y f 40 degrees Fahrenheit or higher. Ice protection requirements per table R301.2(1). Install ice & water M 1502 Clothes dryer duct maximum length not to exceed 35' from the connection to the transition duct and reduced 2-1/2 inches for GRAPHIC SYMB0LS REGISTERED DESIGN PROFESSIONAL Z U temperatures o g g shield at all eaves, gable ends, hips & valleys. On roofs slopes fess than 4:12, entire roof to receive ice & water every 45 degree bend and 5 feet for each 90 degree bend. Install booster fan for additional lengths. Clothes dryer exhaust system * THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METH DS OF ERECTING THE TRUSSES. THE CONTRACTORS ENSURE T ADEQUATE TEMPORARY BRACING HAS C� shield. shall comply with code section M1502 listed and labeled in accordance with UL2158A. Exhaust duct size shall comply with code BEEN DESIGNED AND INSTALLED FOR THE INSTILLATION OF THE TRUSSES. o co LU section M1506. WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: 9 1-- 0 W Z R 905.2.2 Slope. Asphalt shingles shall be used only on roof slopes of two units vertical in 12 units horizontal (2:12) or greater. For roof ® STRUCTURAL CALC. REFERENCE slopes from two units vertical in 12 units horizontal (2:12) up to four units vertical in 12 units horizontal (4:12), double DET DETAIL REFERENCE - All general notes unless otherwise noted on plans or product specifications. UJ a underfa menta unit on is: required uired in accordance with Section R905.1.1. G2415.7 (404.7) Protection against physical damage: Where piping is installed through holes or notches in framing members and the piping SHT _ All applicable state & local codes, ordinances and regulations if any. ❑ Y PP q I r membranes well be U is located less than 1 � inches 38 mm from the framing member face to which wall, ceiling or foo m FLOOR FINISH CHANGE In areas where the drawings do not address methodology, the contractor shall be bound to perform strict W = � R 905.2.5 Fasteners. Fasteners for asphalt shingles shall be galvanized steel, stainless steel, aluminum or copper roofing nails, minimum 12 ( ) g g 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 gage [0.105 inch ( )•) / compliance with manufacturers specifications and / or recommendations. w U 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 A PE - General contractors and subcontractors to review these construction documents upon receipt from architect II- V 0 penetrate through the roofing m ( ) through is a bottom plate, bottom track, top plate or top track, the shield plates shall cover the framing member and extend not less than % inch (19.1 mim) thick, the fasteners shall penetrate through the sheathing. # DOOR / HARDW RE TY sidewall flashing. Base flashin 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 pE�- - - - DE•i- and report any and all discrepancies including any dimensional conflicts, immediately to architect for � m R 905.2.8.3 g 9 9 member. BUILDING SECTIONprior inches 102 mm in height and 4 inches (102 mm) in width and shall direct water away from the vertical sidewall onto the roof corrective measures INGS o construction. 3: ( ) g G2426.7.t (502.7.1) Door swing. Appliances and equipment vent terminals shall be located such that doors cannot swing within 12 inches SH� SHT - DO NOT SCALE DRAWINGS. DIMENSIONS SHALL BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. � 's w or into the gutter. Where siding is provided on the vertical sidewall onto the roof or into the gutter. Where siding is provided on /� 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. I o V) the vertical side wall, the vertical leg of the flus g 9 • 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 - 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, exc g pp provided on 9 provided in accordance with Section R703.7.2.2. from or 1 foot above any door, operable window or gravity air inlet into any building. The bottom of the vent terminal shall be contractor, a discrepancy exists, the contractor shall promptly report it to the architect for proper R 905.2.8.5 Drip edge. A drip edge shall be provided at eaves and rake edges of shingle roofs. Adjacent segments of drip edge shall be located not less than 12 inches above finished ground level. adjustment before proceeding with the work. Wp ,�ERED RCy 9 1 _ mm below the roof sheathing The vent terminal of a direct vent appliance with an input of 10,000 BTU per hour or less shall be located not less than 6 inches - OMISSIONS: In the even certain feature of the construction are not fully shown on the drawings, their U ��`l�pgERT yF �� overlapped not less than :Z inches (51 mm). Drip edges shall extend not less than k Inch (6.4 ) g from an air opening into the building. Such an appliance with an input over 10,000 BTU per hour but not over 50,000 BTU per construction shall be of the same character as for similar conditions that are shown or noted elsewhere on n �� n and extend up back onto the roof deck not less than 2 inches (51 mm). Drip edges shall be mechanically fastened to the roof Y P 9 9 PP P P deck at no more than 12 inches (305 mm) o.c. with fasteners as specified in Section R905.2.5. Underlayment shall be installed hour shall be installed with a 9 inch vent termination clearance. ~ . The 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 the construction document set. Q ' �' 2< over the drip edge along eaves and under the or edge along rake edges. - All work is to be performed in a professional manner and in accordance with best practice and consistent W * :` R 1001.1 Mason fireplaces & chimneys to be constructed in accordance with Section R1001 and the applicable provisions of Chapters 3 from any air opening into the building. W with manufacturers and suppliers recommended installation procedures. _ : I IL �' - The architect has not been retained to perform framing inspections and / or field inspection. The architect U r""'' -� and 4 of this code. 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 4.1 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 � °z3sti° y0� than 3 feet above the highest point where the chimney passes through the roof. G2439.1 (614.1) ry 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. ❑ ELF NE`N PURSUANT TO SECTION 69.5 (b) OF THE NEW YORK STATE EDUCATION DEPARTMENT, REGULATIONS OF THE COMMISSIONER Section R1004 Factory-Built Fireplaces building. •• 0 439.4 614.5 Dryer exhaust duct ower 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 � ••• ••• •• •• •••••• •••••••••••••••• • • •• • R 1004.1 Factory built fireplaces shall be listed and labeled and shall be Installed In accordance with the conditions of the listing. Factory G2 ( ) ry P 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 TAW FOR ANY PERSON, UNLESS ACTING R 10004.5 basketed fireplace doors. t Basketed fireplace door shall not be installed on a factory built fireplace except where the fireplace manufacturer's instructions. UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER AND ITEM IN ANY WAY. J NUMBER system has been specifically tested, listed and labeled for such use in accordance with UL 127. O 1 V O 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 is mechanically ventilated and controlled so that the indoor pressure is neutral or positive. See sections R1006.1.1- R1006.5. P2607.1 Pipes penetrating roofs. Where a pipe penetrates a roof, a flashing of lead, copper, galvanized steel or an approved elastomeric UNITS 9 7 (MODEL Al & W 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 -1" 2 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. ^ 8 (MODEL llulose) shall be written in inches (mm) or mcrkers that are installed at least one for every 300 square feet (28 ms) throughout ( , /� Zthe attic space. The markers shall be affixed t) the trusses or joists and marked with the minimum initial installed thickness with �v// Al )1 1 U) W numbers not less than 1 inch (25 mm) in height. Each marker shall face the attic access opening. Spray polyurethane foam W thickness and installed R-value shall be listed oi certification provided by the insulation installer. COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WHEN NOT ALI6NED WITH RAFTER, ^ ' CONNECT KING STUDS TO TOP PLATE Z 05-20 X 24"MN. ROOF FRAMING WRAP I-114'X22 6A.6ALV.COIL STRAP LLIcc '' TAW Os-20 X 2A"MN AT 0W TOSN6 RH PAP OVER TOP OF TOP PLATE AND NAIL GRI PLOR STUDS � ^ E ATTALtt TO EACH PAR 16"O.G. AT LPPp5M6 CH PAPTW6 ��, BOLT'S® IL 6"Or, INTO STUDS LA6 DBL TOP PLATE U ai SM PLAN ROM 07-FLAN SIMPSON 5TRON6-TIE AT 2 BEND BANS 0 V C) 6 A35® EVERY RR 2X4 STUD WALL OR GEILIN6 J015T OR 6i�END ACKS O TRL% Z N w L W/51RON6BAG:5 >•- p rn m SNvZN,1 s�� SNP"STRLN6 - - TRU55 BOTTOM CHORD 51MP50N H2 CONNECTOR 79 EA iA F-- .�� cn - TIE TE hi , • SIMPSON STRONG-TIE SIMPSON 5TR0N6-TIE H2 8D NAILS RDE STRAPS 5HNL DE ATYAM TO EACH PAR OF OPPOSN6 RWTERS ALTERNATE To RID6E STRAP, H3® EVERY RR RAFTER TO STUD AND KIN65 j }) N TYP. bd NAILS TYP. 04MM:RSC£STRAPS ARE Wr R56�111 D MEN WJAR TES OF PROVIDE 2X4 COLLAR TIE AT (V(1 Et1 ALIGN®) � ■�..� � Q o r rn STIAr AND (JJE`.IN GOI�INATION ONLY VAI STIP AND NGMAJ�V-VA OR 2XA U1dn ARE LOCATED IN THE UPPER mlRl>OF RE UPPER THIRD OF THE ATTIC SPACE STRAP �. FOR USE WHEN Am SPADE MD AT rvo TO EK.N PAR OF RN`T6t5 W/A-10d NAILS IN 4-10d AT EACH RAFTEW GEAGH TUD SEEDY � 2 C"011 } -= 2"sZ - 5 ALIGNRAFTERS DO NOT ALIGN DETAIL 4 Z i cLu) f° rn LW26 FOR 2x15 L.W28 FOR 2x6,2x10,OR 2x12 O x c M U � o my FRAMES 1 ❑ V r- �' 00 WI OR rn Dom Cl) RIDGE 5T-RAP DETAIL / -RIDGE 5T-RAP DETAIL LU25 a EVERY C JTIE 2xU S 2x6 �L (AOR CATH.G165 WITHOUT COLLAR TIES) / (WITH OR WITHOUT COLLAR TIES) LU28® EVERY GJ STUDS 79 16"O.G. NO SPECIAL FT � a 2x ACG LEDGER W 51b"x5' LAC, CONNECTORS RE N T5. LOCATE AT / N T5. LOCATE AT E1/ERY RAFTER BOLT® I6" Or, INTO STUDS 5TRAPPIN6 TO BE 1-1/4'X 22 6A IN THIS AREA 4,rMNT smft / 6ALV.,SEE DETAIL 4/DI.ALL 5TRAPPIN6 ILT 5fRLtJG TE / 56P.�ON 5TRlAJS W NAILS TYP.M IGD MAY DE U1RP F AORD / PORGH -ROOD GABLE END WALL TO BEAR A MIN.OF 10 ON FRAMING. W AI 5OR TYP. °� evil"is` // STRAPP I NC DETA I L DETAIL AT ATTIC FOR USE WHEN STUDS AND �R E INC NOT ALIGN Y WHEN STUDS AND / I IJ T5. ( 1 z `RAFTE=RS ALIGN vo N T5. STRAPPIN6 TO RLIN ONTO RIM J015T,SEE O DETAIL q/DI ONE STORY)OR ONTO STUD U AT WALL BELOW(TWO STORY) � ROOF RAFTEF) BURR I GANE TIES\\\ - - • ° . • ; `� I N.TS. _OOATED AT EVERY ROOF RAFTER \ I • Z O \ ATTIG STRAPP I NC DETAIL 0 • %F"POsr��+. 12 AOR FRAME GONNEGTI ONS 0 •• Ln 115E EGI�AT BADS DI XTS. • z m 2ND FLOOR PREQj� 0-� - // STRAP OR fix)Ix PROVIDE 3'X3i{6 X3'WASHER PLATE AT ALL ANCHOR BOLTS K N6 STUD INTO NAILS FROM ❑ / W 1764" SECURED 13Y WOOD SILL PLATES. / GOLUMN POST TOP ANCHOR -\ srALZT N�5 51MP50N FAB OR 58 ANCHOR BOLTS MAY BE USED IN LIEU OF THREADED ROD W/WA5HER PLATE. 6P Ll3i6m // N.TS. LOCATE AT EVERY GOLIINM/6tRDLR C,OM EGTION FIX IIP ESE PROVIDE 3'Xb'XD3b'6ALV.STEEL PLATE W/ DI MAS DIP OF su NAIS 6-W NAILS AT G 4EPS AND INTERSECTING (4)NAILS MR IN WALLS. 3'XI2'X.036'6ALV.STEEL PLATE W/ r LMTH(TYP) i l - 1 r fl-NO NAI` `D WALLS WIERE T} E SINGLE PLATE OR t DER 5-I00 NAILS EACH END AT 12-W NAILS AT AT BUTT JOINTS IN STRA16HT 51MP5roN L5TAI2 STRAP W/ aFAR SPAN 2X6 KING STUDS NA.NJ, AGE Oto:AT SPANS UP TO 6 FEET EACH.IAGK STUD Or L8J6m NAIa � 24 MINIMIM LAP SPLICE TWO FOR SPANS 6 TO 12 FET O 50'0 A301 ROD THREADED b"BOTH ENDS. THREE FOR SPANS 12 TO 16 FEET 2X6 JALK STUDS N.ONJ, R GB�r 3/4"AND 1"ROD AT 51MP50N ST�15TRON6 WALL,SEE PLANS 12-160 MN.NAILS ONE A:T 5PAN5<6' n J F T G ATOM AT ALL SPLICES TWO AT 5PAN5 FROM V TO 12' �- ^ F••ii plsrAJCE GF T/8' BD Item IST FLOOR NAILS THREE AT 5PAN5>12' U) tr MIN. it UNL.ES'5 NOTED OTHERWISE ON PLAN -i SIMPSON POST BASE 2"X3/8"X3"WA51-ER PL W/NUT EACH SIDE 0 ABUT OR ASU66,SEE PLAN UPPER STORY SHEAR m (� (A)NAILS Owl) WALL TO GIRDER EXTERIOR WALL 1:1 w rz"Lim(EYP.)N.IN �GS-22 COIL STRAP i � 1 _ - - ALTERNATE ANCHOR SOLI DETAIL @0 FLOOR TO FLOOR TIES I l BELow GONNEGTION FOR 5ET BAGK wALL5 HDU HOLD-DOWNS AND STRONG WALL DOUBLE TOP WALL PLATE SPLICE DETAIL HEADER GONNEGTION 4)NT. LOCATED AT EVERY STUD I \\ O U ND AT I 0 N MINI OR 13 F4.T5. I 1 BOLT W/V MINIKIM EMBEDMENT N T5. N.T5. I N.T5. U NOfE caIL STRAPS 1N7f�t sfAmAN6 PRnvDE:sa GUwf�l(obi x 2s'LONG)NAILS. I \ 60L STRAPS OVER 6fARW PRO M 10a CaLON(ON x y LANE)NAILS I \\ I \\ 6 COLUMN POST BOTTOM ANCHOR ALLOWABLE HOLES - N.TS. LOCATE AT EVERY COLUMW GIRDER GONNEGTION r+a7t It/fn3t A7G1GfW (' \ To nAT VAM Vac SD NAIL®6 0/G AT ALL PANEL ED6E5 160 NAIL®24'01C Z \ I�7d WLS TIM 16D NAIL 7A 24"DlG "osB oR PLYwoOD LVL Headers and Beams W 7s fst wrcx 51MP50N HGP HIP HIP RAFTER, c�IiEATH1N6 Microllam® LVL 2 SEE PLAN INTERIOR 1.3E TimberStrande and CORNER TIE LSL hole zone Parallam®PSL 2 x diameter of the Y depth C) (4)NAILS MN.N NOTE,�24'MADE MINIMIM FI W69 I a•LftT"(�) WALL RETURM 15 PROVIDED AT Ems OF hole zo largest hoe(rminimum) 0 BRACED WALL LINE THE 80011 HOLD"MAY I , � BE ELIMINATED. PROVIDE TWO(OPE AT EACH �'LBJ6m(WN) 8D NAIL®b`0/G - - - - - - SIM CS-22 STRAPS PER DETAIL 4 IN LIM OF i F3/A' ```` � ° o AT ALL PANEL ED6E5 INTERIOR LSTA36 STRAPS SFIOEN IN 11E DETAIL I 511 LLLI.HPLATE I W/8d NS TO I WAS o - - - T 2X P GQ SILL PLATE DOIIBI E EXTERIOR 6YP5UM BOARD o 0 0 NAILS o 4'016 !TILL AT FULL BASEMENTS J T°MIwNt1M 5/15 DIA STEELAN6F70R - - - -- :z p nor vAteY MI Parlal am®PSL and BOLTS MAX 2-8'O.6- 8D NAIL® 12'0/G AT ALL BST C5-22 COIL STRAP WK STRAP TO RMfHt MEMBERS NOT AT PANEL ED6E5 EXTEND BOLTS MN T'INTO te.oN allowed hole zone FDN MA1H T16HMM NIT middle Y span 3'x 3'WA5FUt TO EACH BOLT. (2)2 x i K.Q 61MP50N L74 RATE NAI EP TO 15/32"05B OR 04 CONTINUOUS BAR PROVIDE TERMITE SHIED SILL SILL PUTS `'�'M� `'� INSIDE CORNER OUTSIDE CORNER -LSTA36 W/10-10d NAILS SEAL APD MAINTAIN V MIN. RM AND 5l1 PLATE A If"0/G AT vary wr N wr>31E PLYWOOD SFFATHIN6 d 1.3E TimberStrand® LSL allowed hole zone d INTO STUD ABOVE AND W.AS Pat TAplt 1).D WP6M F- ri o C6 LOCATED 2 TO 6 VMlEY J7A(Nf�LTs `' � � °� FROM TOP OF WALL FROM WD TO FINISH FiRADE PLAN VIEW P VIEW W BELOW(2 EACH GORIER NOTE, General Notes Q N N � N °° Tall=2,016011 COIL STRAPS MOM 9VAlMN5 PROVIDE,bd COMMON(0.131 x 25'LONG)NAILS.COIL EXTERIOR WALL TOP o - N M 00 N SEE FOUNDATION PLAN STRAPS OVER SHEATHING PROVIDE IOd Cot+"(0.131 x 3'LONG)NAILS. C�/TGt7(/117 /�/�17N�Q HEADER MAXIMUM ROUND • Allowed hole zone suitable for uniformly loaded LAT-OVER OR f=ALSE VALLEY PLAT HIP GONNEGTION H EXTERIOR VVIR L'` DEPTH HOLE SIZE headersand beams only. d STORY CORNER GONNEGTORS ly TYPICAL ANGHOR BOLT STUD TO RIM J015T TO SILL PLATE I� 5TRAPPINC DETAIL 18 WALL FRAMING 4 • Noholesiund cantilevers. @=N.Ti� 5Yz" 1%a" • No holes in cantilevers. n 7Y4"to 20" 2" • No holes in headers or beams in plank orientatlion. NTS. LOCATION A5 NOTED a N.TS. LOCATE AT EVERY STUD N.TS. 17TS N.TS.LOCATED AT EVERT(GORIER See illustration for Allowed Hole Zone DO NOT Cut notch Or drill holes in headers except as indicated in illustrations and tables. A MINIMUM OF 11^10 BRACED WALL LINES($I^IlJ ARE REQUIRED IN EACH DIRECTION OF A BUILDING. BK-S SHALL NOT BE SPACED pRtTDFD STRAP MD WALL OVATHN6 n MUM STRAP MD WALL afA IN6 r� O 0 O O O O MORE THAN 60 FT APART. WALL5 WITHIN At BI SHALL NOT BE OFFSET BY MORE THAN 4 FEET FROM A BI 51 LOCATIONS ARE NOTE: TO TGP Or PONT'WALL r Lew-��I I NO•E, TO TOP Cr PONT'WA1 r UsW�I I > > > > > > INDICATED ON FLOOR PLANS 2 F I MAX PONY WALL MAY 131 I I 2 FT MAX PONY WALL MAY BE tU NN AT 66-W ERK.® SHALL BW114 WITHIN 10 FEET OF EACH END OF A BWL. THE DISTANCE BETI^JEEN ADJACENT PLACED ON TOP OF HEADER PLACED ON TOP OF HEADER `•�`�DTT1Z A BRACED WALL PANEL(BW) WAL fW FaLro(TYPE A),hDU AS REG1l1RW EDGE5 OF BWPS SHALL NOT BE GREATER THAN 20 FEET. THERE SHALL BE A MINIMUM OF TYNO BW ON EACH BI EXCEPT AT • TO: V-"- BOTTOM MA6W WALL PErAL5 6 MD D. WALLS<I6 FEET LONG MAY HAVE ONE 48'OR LONGER BHP. Bw 5 ARE TYPICALLY G5-l^5P SHEATHED BRACED WALL PANELS(TYE A)OR 6YPSl1M BOARD 6B(TYPE B). PROVIDE TYPE G,D,E,OR F PANELS A5 NOTED ON PLAN WHERE BWP TYPES Ab-IW N4.$AT DTZ AND B 00 NOT QUALIFY DUE TO MINIMUM LENGTH REQUIRENENT5 OR ADDITIONAL GONTRIBUTIN6 LENGTH OF BW 15 REQUIRED. GONTi TO PANE ® BW TYPES ARE INDICATED ON FLOOR PLANS. 0 ,® -3/8'0 THREADED ROD Z Z_ ® GS-W5P CONTINUOUSLY SHEATHED BRACED WALL PANELS(TYPE A)SHALL MST CONTINJOUS _ NOTE,WHERE 24'WIDE MNIhAMI Fl1LL to=16HT THE MINIMUM LENGTH REQUIREMENTS OF TABN DEEP HEADM TO LE R602.105. NAIL N6 MINIMUM WALL OUT51 KIIN6 51t1D(SEE PLAWHEADER O OUTSIDE KIIN6 STUD( PLANT) P WALL RETURN 15 PROVED®AT Bm5 OF SHEATHING WITH bd NAILS 0 6"O/C(ED6E5)AND 12"0/0(FIELD)AND PROVIDE 2X Z ~� G5-W5P BRACED WALL LINE THE 800 BLOCKING AT ALL UNSUPPORTED PANEL E:II PROVIDE 800 POUND HOEDOWN FASTEN�•SHEATHING To HEADER W/ FASTE3N J'SH°ATHIN6 To HFADEIR MV Z 8D NAILS 0 3'0/6 IN EACH DIRECTION W NOUS 0 3'0/G IN EACH DIRECTION wIew(K) HUM� HOLD"MAY BE ET_IMNATPO. PER DETAIL Iq OR 20 AT ENDS OF BRACED WALL LINES THAT DO NOT HAVE a a MIN PANEL TRIM TOP of PAPAL.A5 REG-0 EITHER A 24"MINIMUM RILL HEIGHT WALL RETURN OR A 46"MINIMUM BHP. W 51MPSON LSTA24 STRAP ON BOTH 51DILu 51415M LSTA24 STRAP ON MiEATIM 8 �� I L c0 .D FA 0 OF WADER To JACK STUD W 1640[1511/ FACE W/Ib-IOD NAILS T TH i2EQUIR1�NtENTS of G5-WSP z q 32" b-V4'sys SCREEs O W m TABLE RbO2.105 MINIMUM LEN6 FP6TEN TOP PLATE d AILS e t MU 2 F- FASTEN TOP PLATE TO FEADER W/2 z 10 34' PORTAL STRAPS I/Y FROM EDGE ON W Q W GONT1Nl10U5LY 5FEATEED BRACED W/V1 PANELS z ROMrs OF III NAILS 0 315/6 WALL AJAGENT CLEAR MINIMUM LENGTH OF RaE15 of Ibd NAILS a 3'O/G p o v � U I I 38` BOTH 51DEri(4 STRAPS P82 PANE.J > U W HE (FT) JAr HEIGHT BRAG WALL PANEL EL (2)JACK STUDS MIN.OR PER PLAN 12 42' (2)JACK STUDS MIR OR PER PLAN U O -SIMP5ON CN^I CaIIPL.ER NUT (W 24' F- t- BL.OGKIN6 AT PANEL ED6E5 8 64'TO 80' 32' O BLOGKIN6 AT PANEL EDSE5 BLOGACIN6 AT PANS E16E5 SIMPSON VERB STRONG 15 PL SB Z 80'TO 0115' 3610 " " ~ PAUL SHALL HAVE A LENGTH 1'OF NOT H PAPE 517ALL HAVE A LUE"TH 1'OF NOT � PANEL,VERIFY PANG IS PWhiB ('J <64' 2T' GYPSUM BOARD GB BRACED WALL PANEL5(TYPE B)SHALL BE t LE55 THAN I6'FOR ONE STORY AND 24'FOR U) �� '1-`' LE55 THAN 16'FOR 8 FT KALI,16FOR q �> LIES f �3/8'm ANC.I•IOR BOLT OR q 64'TO 80' 30' 46"MINIMUM IN LENGTH ON BOTH SIDES OF WALL PER TABLE FT WALL,AND 20'FOR A 10 FT WALL 5E£ SEE PLAN FOR F TWO STTUAL ORY APPLICATION. NTE.DETmS FEADLT2 a.( z TR ADtf51VE ANCHOR 80"TO 0115AIL Aff ' 41" RbO2.105. SECURE)4'GYPSUM BOARD WITH bd COOLER NAILS, PLAN FOR ACTUAL L E N6TH. -I A•� <64' 30' A415"X IYe'6YP5UM BD NAILS,OR DqB"X 1%"ANNULAR RIN6E0 E M: TO TI EI6NT DINEtlSI TO ARE I�+•� IF WDTH TO FEI6HT DIF@1510N5 ARE NAILS o 1'0/G(EDGES)AND 1"0/G(FIELD). BLOCKING 15 NOT II THEN DETAIL T'TO BE M. � EXl6DE7 THEN DETAIL'F'TO BE U5®. NOTE ❑ 10 64 TO 80 REQUIRED AT UNSUPPORTED PANEL ED6E5 WEEN PANELS ARE IF CONTINUOUS WADER 15115ED OVER v Uj r•_ 801 TO qb' 38' • INSTALLED HORIZONTALLY. PROVIDE JOIST OR TRU55 OR FULL BOTH OPENIN65 M MIDDLE WALT. vi 'Partial Credit for panels 36"to 48"wide per R602.105.2 HE16HT BLOGKIN6 DIRECTLY ABOVE AND BELOW TYPE B WALLS. ONE JACK AND KING STUDS ONE JACK AND KING STUDS BRAGAA515 NOT Rta ib °L" EQUAL TO- Partial CD CONTINUOUSLY SHEATHED WOOD or > 12" TYP I GAL HOLOOWN DETAIL AT FASTEN IN C01M NN6 TO EACH 0 0 � D SILL W 8 SHEATHING TO EACH STUD TWO KING 5TIA5 FRAMED FLOOR A STUCTURAL PANEL "C)-WSP" TYPE A R GYPSUM BOARD "GB" -TYPE B o AND SILL Mu eo COMMON NAILS 0 3'o/C o AND SILL w8o COM loN NAJL5 a 3' V J NOT TO SCALE PER FIGURE R602.10.5 NOT TO SCALE PER FIGURE R602.10.5 - - FASTEN SILL I SHEATHING TO STUD AND SILL MV 8d NAll5 0 4'0/G � J PORTAL DETAIL"G'ONLY APPLIES 5114�a0N FDU2 HOLJ70EN W/6-1/4' Z C� =NTS. 51t P'�ON FDI15 HOIN DO MV 1E V4"5D5 HX14 HOLD"W/10-1 ABOVE. TO 2 FT TO 18 FT WIDE OPENIN65. c M 00081.E Bb STUD SDS 5GRE^LS IF NO FLOOR ABOVE, U TABLE 602.10.3(0 BRACING REQUIREMENT5 BASED ON 14OMPH TABLE 602.10.3(2)WIND ADJUSTMENT TO PAt7tL TO R DIRECTLY TI TOP OF WIND SPEED,EXPO�aURE B,30 FT MEAN,IMF HEIGHT,10 FOOT REQUIRED LENGTH OF WALL BRACIN6. 2-1/2'd ANCHOR BOLT OR EXPANSION 5GRBr5 IF ft00R ABOVE GOtNGRETE FOUNDATION WALL � 5bP50N DTTIZ tIGiDOAM AT Yf YVSP DEW,® WALL HE16HT5,AND 2 BRACED WALL LINES BOLT WITH 2'X2•X�(y'PL WA51A3z V2'm ANU70R OR EXPANSION BOLr W ADJUSTMENT STORY CONDITION ADJUSTMENT OVER 2-In'0 ANCHOR OR EXPANSION BOLT v �sRED A cy WNL.ENP PMLL5(T`IPE A)HPU A5 RFL�1R® GOIVT BASED ON SUPPORTING FACTOR 5 m AT DRAYS WALL PETALS 6 APD D. STORY BWL 5PACIN6 METHOD 6B •4 BAR DONT IN TOP OF CONCRETE CONCRETE p �4 BAR DONT N TOP OF CONCRETE s3 TIE \ 16ERT 51 EAIHIN6 EXPOSURE GATE6ORY ONE STORY G 12 FOUNDATION FOUNDATION FollrDATION Q01 1 ® 5-0 NOLs AT V(TIZ TOP 10' 2'i' 55' EXPOSURE GATE60RY ONE STORY D 15 ® EXPOSURE CATEGORY 11^10 STORY G 1.3 714 BAR CONT N TOP ANm BOTTOM FABS-18 ANCHOR BOLT OR�'TFREAD® OF CONCRETE F`OUImATION 51M'r.�ON 587/8X24 ORPART-18 ANCHOR � � •r y{ TOP 20' S.O' 10.0' FJ�05URE CATEGORY TWO STORY D Ib EXTEND WALL SHFAATHIN6 OVER RIM JOIST ROD Mt/MIA5FA3R PLATE,5>E OETAdL I5/DI SEE DETAIL W PA86-18 ANCHOR BOLT OR 3(y'THREADS) BOLT OR Ye THREADED OD, W + OVER ROD MY WASFBR PLATE,SEE DETAIL 15/01 V ROOF PAVE TO R106E ROOF ONLY 15 FT 1.3 PANS®6E FRAMED co TOP 30' 1.0' 14.5' WALL PORTAL DETAIL TYPE D ONLY APPLIES TO b FT TO Ib FT WIDE OPE3NIN65. .A ROOF EAVE TO RIDGE ROOF ONLY 20 FT Ib FLOOR PANEL HAS CONTRIBUTING LEN67H OF 48'TOWARDS R602.10-%)MINIMUM LENGTH WALL TO BE IUSED ON FIRST FLOOR APPLICATION ON-Y.PANE.HAS 51t F'SOM ST NI RKAUIRES EN6A�DlE16N TO 023BAO Q ROOF EAVE TO RIDGE ROOF+I FLOOR 15 FT 1.15 REGAjiREh1ENT5 FOR BRACED WALL PANELS AT BRACED WALL LINES. WALL TO BE cONTRIEUnIV6 LENGTH OF 461 TOWARDS R602.10-%)MINIMUM LE46TH ❑ TOP 40' q.O' 185' ROOF EAVE TO RIDGE ROOF+I FLOOR 20 FT 1.3 WWI)ON PMT FLOOR APPLICATION ONLY. REEF -VIRTS FOR BRACED WALL PANELS AT BRACED WADI LINES. ACTUAL HORIZONTAL DESIGN WMA AND CONDITION �F N E`Ny TOP 50' il.o' 23.0' ROOF FAVE TO RID6E ROOF+2 FLOOR 15 FT 1.1 ROOF EAVE TO RI06E ROOF+2 FLOOR 20 FT NP JOB UMBER TOP bo' 13.01 215' WALL W16HT ANY STORY b FT OA CONTINUOUSLY SHEATHED PORTAL PORTAL FRAME WITH HOLD-DOWNS ALTERNATE BRACED WALL PANEL "ABW" SIMPSON STRONG WALL 3/8"0 ANCHOR BOLT OR , , WALL HEIGHT ANY STORY 11 FT O.qS TYPEF0l6023 AD�VE ANG1NORBorroM of 2 10 S.o 105 wALL HEI61Nr ANY STORY NET Los FRAME "CS-PF" DETAIL - TYPE C "PFH" DETAIL - TYPED DETAIL - TYPE EBOTTOM OF 2 20' q t7' Iq o, WALL HEIGHT ANY STORY 12 Fr I•I 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 (D_,D�._ETT�',`C,- LE PER ENGINEERED METHOD 4•, !01• aq a .' . NUEBER OF OWL PER PLAN DIRECTION AT STORY 3 13 BOTTOM Of 2 30 13.19' 21.5 NJf•BER OF�p�PIAN DIRECTION AT STORY 4 1.45 SHEET NUMBER BOTTOM OF 2 40 11.0 36.0 , N)h18ER OF BI PER PIAN DIRECTION AT STORY 5 OR MORE Ib GYP IE FINISH O OD 65-WPP FROM INSIDE FAGS OF BWP 1.4 (�21 BRACED WALL PANEL DETAILS (D HOLDONN DETAIL AT SLAB BOTTOM OF 2 50' 210' 44.0' APPLIES TO METHOD G5- AN ONLY Z GYP BD FAS,'ENIN6 ANY STORY 4"0/0 0.1 UNITS 97 (MODEL Al ) & 9 8 (MODEL Al ) 0 N,TS, Of 2 150' 25,0' 525' APPLIES TO METHOD 6B ONLY D 1 NOT TO SCALE W W r) COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED W ^ , W E U U N GONE.VMAPCKN6 2 TYP.DTERIOR W&L 00 r , Q-- rx4'LUTRI66 Rs 0 16"OG.- z FFAV SofmT Z 0 W (D a RIDGES TO AL16N � DBa M&K ADT NOx8 I— w RID6E5 TO ALIGN (Z 2 xb"CI.OGfCM6 2 2 � � �N RIDGE VaNT //F WISE van' b 6 DY PYPON"OR EQUN z •C N a3 z — I"x8"TRM i- x C M U Q w m "' TYPICAL ROOFING, — r °mo _ t co �' TYPICAL ROOFING: ARCHITECTURAL 5FHN6LE5 I/2'PLYW06p Stiun" ❑ V `� ARGHITECTURAL 511I146LE5 FELT UND�LAYMEt T 154 FELT UNDERLAYMENT 15x F I/2'PLYWOOD 5FEAkTHIN6 6'AZ13C TRIM 6'AZM TRIM I!2'PLYWOOD SHEATHING cn (x4"TRM Q0 I0 2 ALI 12 12 I2 12 12 VWL BLOCK IMU*xbxb DENTIL BLOCK MDTLBbxbxB 12 12 BY TYPON'OR ELiJAL BY'flT'UN'OR ELIIIAL 12 r b'AZBG TRIMy12 I 12�T`u+ � b" 6" b'AZEK TRIM GABLE END DETAIL 01{ OH. 12 6'AZEK TRIM m 12 151N 3'AZBC TRIM(rM) IN b AZr N.T.S. z F A'R/UmhB�D W/ �^ IN 3'AZEK TFIM(YYP) 12 12 12 ROOF BREAK r b'BLIND FLAWN6 b'HIGH BLINDIV 11 -T ROOF BREAK b'BLAS FLA5F11N6 r 0 1111/11 FLAW% — STANDING SEAM STANDING SEAM — — _ METAL SEAM c°3 METAL ROOF _ ASGIA W. z BEDROOM x2 PL{1T b'BUND ALIGN AL16N 6 BUND BEDROOM 0 #2 PL MT e AZE: U P-0, A5NN6FASGIAS FRIEZE BD. FA5GIA5- `FI A5NN6LI-0• I O• OH. OH. 011. �'.--�-y O ' ^ TTI I 111111 LL L J z C3 rXa'AZA ❑ �_ TRIM BD i I I i TRIM61 BD 4 4 4 oust 61RDEzR F II E= Li I I � a� I it I tII _ FIN. 15T FLOOR I FIN. 15T FIN. IST ( ILL FIN. 1ST FLOOR ELEV= FLOOR 00 OR E1EV- O' F�'I ' CAST 6xb P.T.POST MATH SIMP)N I ( I Bc5xb P.T.POST NTH SIMPSON POST GAP ANGNOR! I 10'SQUARE HBa6 PERMA CAST I O w 10 SQUARE HBa6 PERMA I W523/6 POST GAP ANCHOR t I I I COLUMN x46382 W/SQUARE COLUMN x46362 MU 5QUARE 51MPSON ABU POST BASE FLAT CAP a BASE(OR EQUAU I 51WWN Aaft POST BASE I I I I I I t�YP_, 5) -CORNER COU"TO BE w I FLAT GAP t BASE(OR EQUAU I H -CORNER COL"TO BE I (TYP-ALL GOLUPrt1ri) I I I I I I I PROVIDED W SPLIT KIT I U) PROVIDED W/SPLIT KIT w I I I I I I I I I I ❑ w O I I I I i I I UNPIN.B"FWOR UHFINBSMTFLOOR L _I� - - - - _ _ _ _ _ _ _ _ _ __ _ _ = = = -L►= = = = _ _ _ _ _ _ — _ _ _ _ _ _ p�1 Lam_ - _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ ___ _i- - == = _ _ _ _ _ U NATION FRONT ELEVATION Q FRONT EL 3/I6 V-0, = F' 3A6 = I-0 1 r , � v UNIT 98 UNIT 9 7 Z w L) MODEL Al (HOLLY)- MODEL Al (To ALIGN RID6E5 To AL16Hr, cO Q - Q Q N N h N 00 P106E VENT �V RIDGE VENT O N CO 00 N _ I2 12 t 135 12 12 :p4t 15 CRICKET BEYOND - GRIGCEi BEYOND t 13.5 t 135 AI.I 12 O O O 0 00 12D 1 10' 12 12 2 5; 5; lO to 5; I-6' I-Owwww w I-0cA 12�-- OH OH 12 12 ON. OH. INSTALL ICE t WATER SHIELD INSTALL ICE t MUITEZ SHIELD 12 .I . . 7 -4 11 il 11 1 1 a 12 12 r 12 PER MANIFAGIURIRS PER MANUFACTLM�5 12 SPECIFICATIONS TO MAINTAIN m SPECIFICATIONS TO MAINTAIN 12 PRODUCT WARRANTY —Ix8 FASCIA BD. PRODIIGT WAVY N 0 - 6'BLIND b'AZl3; 6"� APPLY ICE t MIATBZ 5NELD IN FAIR � a IN6 FRIEZE BD. ME?kTHER MSI hE AIR ROOF DECK AND APPLY ICE!WATER SHIELD IN FAIR _r. 11 WFATFBR WHEN THE AIR ROOF DECK AND MEhBRANE ARE AT TEMPERATURES OF 40'F (5•( OR HI6HER. MRe ANE ARE AT Ta1PERATURES OF 40'F (5'6)OR H161ER BRKFST FPL MT _ MSTIZ B MSIR BDRM — BRKFST PL MT PL HT 'PL HT z I'-0' W V J I b' I b' I-0' — CV7 OH. I-0' IINIti OH. OH. - -- - - _ SIT CH. LLL 11.. Ci EXTERIOR WALL - m Iii - i�l SOFFIT � I'-0' 1 " rs ISI I I -TYVBC��51DIN6 W O Y -NARDIPLANK 5HNN61E 501% I I I I OH. OH. J -TYVEK OR EQUAL - IFH © I SHEATHINS LLI w H- -'1/Ib'05B SHFATHIN6 • rs 1 I t I [71 -72x b OD S111A55 0 16 OL. > U W -2xb WOOD 5TUD5 0 16"OL. -' it ill �j -b R-21 BATTS U a -6'R-21 BAITS 4 I 4 4 QdZI 4it II II p IlIIII WALL 4 i I -o I I 6ARASE Q fill 11 1 1 11 11 1W BEYOND. _ wZ 0 0w`O II Q i l IN. IST FIN. 15 I FIN.IST FLOOR ❑ T v 11 11 111111 11 ill I2020 NYSRG-6242Tb C503b) h+l FIN.IST FLOOR =F VENTING 5nTEM TERMINATION LOCATION: _ cn ELEV= 0'-0' _ — ---r— — THE VENT TERMINAL OF A DIRIEGT VENT APPLIANCE WITH AN lil V 6xb P.T.POST WITH SIM SON 10'SQUARE HBt 6 PERMA CAST i r=�=� I I r--T=� I 7— � � BG523/b POST GAP ANCHOR! I I I I Ix4 AZEKIIRIM I II I M I I I I I I III I II I I Ix4 AIEKITRIM I I + I I BG523/6 POST CAP NTH ANCHOR! I OF IOp00 BnJ PER HouR CCiKW10R LE55 SHALL BE 10 5QUARE HBa6 PERMA CASTWIT A7'U66 ) COLUMN x46382 W SQUARE 1 II I I III I II I COL"#'6382 I U 5Ql1ARE c ABU POST BASE LOCATED N LEAST b FROM ANY AIR OPENING INTOE } FLAT CAP a BASE(ort EQUAU I I I I I II I p l I I I I I III I 11 1 I I I FLAT CAP a BA5E(OR EQUAu I I nYP-ALL ) I BIHLDIN6,AND 51XH AN APPLIANCE MATH AN INPUT OVER 10000 O m BTU PER HOUR BUT NOT ovER 15opw BTU PER HOUR 5HALL BE z ALL -CORNER COLUMN TO BE I ( I III 166�p i I I I I I I IIS III I I I I PROVIDED M�1/SPLIT KI I I LLIMN TO BEI INSTALLED NTH A 9 INCH VERT TERMNATION CLEARANCE AND PROVIDED W/SPLIT KIT I II I MAH III w w MUt�OW AN APPLIANCE MATH AN W9 OVER 50p00 BTU PER HOUR z Q SHALL HAVE AT LEAST A 12 INCH VETT TERMINATION U � � I I ( -- I I I I I I I cL.EAARAHrre THE BOTTOM aF THE varr TERMINAL AND THE AIR PDI — — I I I I _ _ — �1 I I I I I I INTAKE SHALL BE LOGATI�AT LEAST 12 ABOVE GRADE o R qR I I I I I I I I I v C _ UNFIK — 2020 NY-9;!C-8312.2.1 — �\5 R Oy ij - - - - - - - - - - - - - - - - - - - - - - - --I—_L - - - - - - - - - - - - - - - - - - - —I- -- - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J MERABLENNDODHELLINS ,MOPEMTHE 715LOCA LOCATED HE SILL OF M F"' lv �� s FPG �C1 — — — — — — — — — — —I— — — — — — — — — — — — OPERABLE WINDOW OPENING IS LOGAT®LE56 THAN 24' Q 4i ` t�`2 ABOVE THE FINISH FLOOR AW GREATER THAN 12'ABOVE C� c THE FINISHED GRADE OR OTHER SURFACE BELOW ON THE W c°iib i EXTERIOR OF THE BUILDING,THE OPERABLE HNDOW SHALL = I\EA ELEVATION GOhPMATH ONE of THE XO �OPENINI NGS THAT RILL NOT ALLOWW A A 4 HNGHI DIAMETER SPHERE (n (j1 TO PASS THROUGH THE OPENING IN 1T5 LAR6BT OPENED 02 REAR ELEVATION 385 - FALL PREVENTION DEVICES THAT COMPLY MATH ASTM F 2090 ❑ T�QV�yO 3 ED = I-0 (THA:WINDOW OPaANG CONTROL DEVICE AFTER OPERATION TO F N RELEASE THE CONTROL DEVICE ALLOH%THE WINDOW TO .. .............•....•............................. FULLYOPEN'SHALL NOT REDUCE THE NET CLEAR OPENING B NUMBER UNIT 9 7 UNIT 98. ARS OF THE MANS UNIT TO LESS THAN 5T SGTJARE FST. M FT w2016023 MODEL Al (HOLLY) MODEL Al (HOLLY) Q SHEET NUMBER UNITS 9 7 (MODEL A 1 ) & DUET CLUSTER ELEVATIONS W 98 (MODEL Al ) Lu 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED --- R106E VENT rA H 'FIRE RETARDANT Z PLYHOOD 5HEATHIN5 2 ;--q E 2'x8"R106E BEAM U O ' BIOSES TO AL16N BIOSES TO ALIGN 12 12 Q Rr ' 8 � RIDGE VENT 4 - 12 F 712 VIDGE 1BtT2"Xb"RR o L� :01® Ib'OG. I- =3 0)ID • U >_ _1 12 55 HARDIPLANK !PT 61RIRDER F- F Z HARDIPLANK 12 _ 12 HORIZONTAL 5101% 55 - 4 6VRER5 I LEADERS 9 HORIZONTAL 5IDIN6 5ECURED TO � U -12 T T - WHITE ALUMINUM A3 SOUSE 6UTT�tS BAKEDIZ HALL® O L a rn SHALL BE 5'SERO E55,0.6.5TYLE W/ALL 85 ENDS U X ALL 6vrng?5 t LEADERS SHALL 13EM 12 - RELATED t REQUIRED AGGE550RIE5. LEADERS RIDGE VENT - '- o `r RIDGE VENT ' -"- - SHALL BE MIN Z'x3',021'6AU6E W CUPS t ❑ M w 00 b _ ANGIIORS. CAULK t SEAL ALL JOINTS. PITG41 =_ - __ , T11R,5 MRL 0"RPROVIDE PVL. 6U - M RIDGE VENT-- t RECEPTORS 8'ABOVE 6RADE TO RECEIVE LEADERS(CLOSED GAP DESIGN). � = fn 10 Q TORY � f�- GL9�E5TORY 12 12 � BEYOND WALL BEDROOM#3 12 - - -=-- -•-�=-- ""- BEYOND WALL BEYOND - �_ SABLE O.H. b'-O" O.H. --- - 1x8 FASCIA Bo. 2'X6' IT BEAMS ® IIb" G. VENTED Z } . IN BEDROOM>t2 HFTST 5TR ETR PL HT - -`� 12 I �/11�1YL SOFFIT BRD O U PL HT _ -� ' - --- I O Q oH. OH. -fL 10 SQUARE HBd6 PERMA �' III lilt III III ❑ CAST COLUMN#46382 Wl 4z I FRIEZE I I -__= I'-0' 5WARE FLAT GAP 4 Z O � - I i i � I BASE!OR EQUAU- oH. ® I I i i 1 MASTER 7- HEllIIIIIIIIIIIIIIIII CORNER COLUMN TO BE BEORDOMU - 'I ( I i I I g 5E PROVIDED H/SPLIT KIT to I I HALL BEYOND 4 I I iL' 0 t, I I 4 Ln 4 6�E° �, Q I COLUMN 0 - - ° I IL5 -1 tr o L J BEYOND �� I I 4 II COVERED PORCH 11 _ 1 II PORCH BEYOND 8EY0ND- : I 11 - - BEYOND ❑ZI I I I IN.1ST FLOOR I I IN. IST FLOOR FIN. IST FLOOR __-- l_-,'. FIN. IST FLOOR q1, ELEV=O'-0 ELEV= O'-0" ELEV O'O" w 10 AZEK TRIM I I ( I Ix4 AZEK TRIM COVEII II II I HOUR RATED EXTERIOR J FIR5T FLOOR LINE e � 5 ��PORCH MY" IA5EMBLYSEE OI� DETAIL: � I all 4 I I I I I I - I I I I _ �I - - - - _ _ I I - - - - - -iI- - - I- -- - - - - - - - - - - - _ - - I -- - - - - -- - - - - - I uFINBMMTFLOOR UWIN.B5MTFLOOR - - - - - - - - - - - - - - - -- - - - - - - - - - - --- - - - - - - - - - - - - - - - - — --- -- -- -- -- - - - - - - - - - - - - - m - - - - - - - - - - - - - -- - - - - - - - - - - --- - - - - - - - - - - - - - - 0 cry C� TYPIGAL PORCH 5LA13 El 4 4'P.G.SLAB(MIN.3500 PSI CONG) LEFT 51 DE ELE\/ATI ON (BREEZEWAY 51 DE) REINFORCED TO bxb, IT WY1M. �i BHT 51 DE ELEVATION •TAMP E FILL TO QSRS DENSITY 5/16" = I-0 3 6 = I-0 UNIT 9 7 l BREEZEWAY SECTION UNIT 9 7 Al . l NTS. z U MODEL Al (HOLLY) Z MODEL Al (HOLLY) 0 W Q -RID6E5 TO ALI6N RIDGES TO ALIGN - 4 RIDGE VENT N RIDGE VENT HARDIPLAW, 12 12 , ' 12 HARDIPLANK HORIZONTAL 511DIN6 55 12 61JTTHtP t LPADER4 9� HORIZONTAL SIDING Q ^ o ALL 6UTTERS t LEADERS SHALL BE BAKED - X12 WHITE ALUMINUM A32'MIN.ISALM WMER5 = 12 91AU 13E 5'SEAMI E56,0.6.STYLE W/ALL -- t 85 12 t 85 Q IN o c�i RELATE t REGANRED ACCESSORIES. LEAC£R5 `- -�' RIDGE VENT RIDGE VENT N r N o0 SHALL BE MIN.250',A27'6AU6E W/CLIPS t -.s-- -�` "'' ANCHORS. CAULK t 5EAL ALL JOINT5. PITCH � _ "BIOME VBtT-i--+-c---'-•-+ +- -=-•-+--.-._ 61JIiTERS MIN.W)FT.PROVIDE P.VL. RECEPTORS 8'ABOVE GRADE TO RECEIVE - LEADERS(CLOSED GAP 17500. - - - , -L - IZ �, -OH. 10 12 1 -.- GLERE5TORY I:Z CLEREST - WALL 12 _ BEYOrb . . I . . . . - BEDROOM 03 ROOF III COVERED - WALL BEYOND -' ' 61p-0g� 12 t a :- ppm{BEYOND Z Z Z Z Z Z --r-+- O O O O O 0 Ix8 FASCIA BD. -- -!-�T a �-- l+/-)6 2 12 �*- Tom_ MSTR � � -- +- ESR 12 PL HT - BEDROOM*2 PL HT. 12 - BRKFST PL HT - OH.- GARAGE 0 - OH. OH. PL HT OH. o 6'AZEK = I'-0' IOH. FRIEZE W. I -- I II !E II rs II ¢' MASTER BEDROOM i I R _ II 4 Z -4- IM Ill lilt Ill 11 4 I I COLUMN e - 2 U 4 wruL BEYOND 1 1 4 � I ( `i��-.�--�-� _ �.a�1 GARAGE - 4 caIMN e _ I 4 4 I I , BEYOND cov�ED 11 COVERED � CD P eStY II I I 1NI 11 ii BEYOND O m II 4 IIlilt lilt Hit Uli Ill 11 ill lilt ] it [III I I] III I 1 11 ill I 1 111111111II F� Y I I FIN. IST FLOOR FIN.IST FLOOR .1-. IN. ST FL W W W FIN. IST FLOOR ELEV- p-p1. ELEV= O'-0' _ _ - O Q U EL.EV= 6' 3" - - - - - I I Ix4 AZEK TRIM I I I I I J Ix4 AZEK TRIM w I +a COVERED I I I I HOUR RATED EXTERIOR I I I b W z FRONT PORCH BEYOND I I I BEARING WALL I I I I FDI Q ►--� a 1 I A55EMBLY- SEE DETAIL: e ❑ w I I I I I I 's 4 1 AIJ I I I I 2020 NY5RC-624278 (503.8) w VENTING 5Y5TEM TERMIINATION LOCATION: U) THE VENT TERMINAL OF A Dl%rT VENT APPLIANCE WITH AN Iii U INPUT OF 10,000 M PSR HAIR l3KN OR LESS SHALL BE IWK BMMT RDoR LwK BMMr Fi�l - - - I I I I LOCATE AT LEAST 6'FROM ANY AIR OPINING INTO A I- - - 1 - - - - - - MI-DING,AND MUCH AN APPLIANCE WITH AN INV OVER IOpoO 0 m - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - BTU PER HOUR BUT NOT S - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - -E- - -1- - - - - - w - - - - - - - - INSTALLED WITH A 91NGH VEINT OVER TU PER R HOL AND - - -- - - - - - - - - - -- - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ANAPPLIANGEWITHANMPUTroVER5op00BTUPERHOUR Z � � U SHALL HAVE AT LEAST A 12 IINCH VENT TERMNATON Ur CLEARANCE THE BOTTOM OF THE VENT TERMINAL AND THE AIR INTAKE SHALL BE LOCATED AT LEAST 12'ABOVE 6RADE. (n .............. ................................ W _ R 1 C HT 51 DE ELEVATION I ON BREZEWA�Y 51 D� Q �r tED A c LEFT 51 DE ELEVATION 2020 NYSRG-R312.2.I ,5� g�RT C y% IN DWELLING UNITS,WEE 111E TOP OF THE SILL OF AN OPERABLE WINDOW OPENN6 15 LOCATED LESSTHAN 24' Q 5 b* = 1'-0' ABOVE THE FINISHED FLOOR:AND 6REAT9R THAN 12'ABOVE THE FINISH®GRADE OR onH�5URFAGE BELOW ON THE W ° UNIT 9 8 EXTERIOR OF THE BUILTZIN6,'TE OPERABLE WINDOW 51iNL = UNIT9 8 0 E N9TMTIAAT LL NOT 4 MGH DIAMETER SMRE tPTO PASS THROUGH TE O"[%M ITS LARSEST OPENED Q •P FAA L PREVENTION DEVIGE�5 THAT COMPLY NTH ASTM F 2090 ❑ F N Ev V MODEL Al (HOLLY) MODEL A 1 (HOLLY) (Ili WINDOW OPD INB CONTROL DEVICE AFTER OPERAnON TO i RELEASE TME CONTROL DEVIIGE ALLOWING THE WINDOW TO :....... .. ... .. ....... ........ RALLY OPEN,SHALL NOT Rmvx THE NET CLEAR oPENIN6 JOB MBER AREA of TIE WINDOW UNIT ro LESS TAH 5.T SQUARE FEET. w2016023 W SHEET NUMBER UNITS 97 (MODEL Al ) & DUET CLUSTER 98 (MODEL Al ) ELEVATIONS wA I Q COPYRIGHT GRCH ARCHITECTURE IP.C. 2017: ALL RIGHTS RESERVED H Z C , W �1 E U G G A O 4—d A U AI-b AI-b AI-b AI-b z V m Z (D O = u) .6-0r = � C L nlRrtr VERT HEATING EQIAP. q•b" 14'-8' I 14'-8' IS'b' 12--b- .� N �N> APPLIANCE C EARA a APPLIANCES 12'{j- IS'(�' SWI 13E INSTALLED WITH THE ALL DIRECT VB4r H=ATING EQUIP. � -C N�z - COhEOSTIBLE MATERIAL5 A5 x'_ CLEARANGEs FROM MPPROTECT� APPL IANG2 CJ EARAZE APPi IA�g Z U t0 INDICATED ON TIE APPLIANCE LABEL SHALL N INSTALLED WITH THE Q L CLU) c M AND IN THE MA FAGTIM476 CLEARANCES FROM RIALSLNIRAS 97 INSTALLATION INSTRUGnON5. W M LINE OF REAR GREEK INDICATED ON APPLIANCE LABEL U = r w 000 HALL 0 UNIT 4T 1.-0" 6 AND IN TIE MANLFAGTURE25 ❑ U M r INSTALLATION IWTRUCTION5. M LRE OF REAR chm rr nn co WAIL.O WT ITT QI J. V CL 4 4'-4'MA. 5'2" 5'2' 4'-4*MA. 5'2" v � Ilk J. 2 FDI s Z NO 0 8 m - TYPICAL PORCH SLAB = _ 2 EGRESS FDI - • 1FOR(MLrtTtN l0AO WYItL _ U 2 19 WINDOW I •TAMP t FILL TO a5%DENSITY O HD 8" I5'-10' 10'-8' 0" (n --- HD 1 Nz TYPICAL PORCH SLAB "' m '� E o 1FL6, JOISTS I O •4-P.G.SL M MIN 3500 PSI GONG) W 2X10 P.T. ( U O R13NFaRl.ED NTH 6x6,10/10 WWM "? 1 gNppyN m 4'WIDE JOIST •TMP/RLL To 95AS DENSITY I ; FDI 10" [ L 13'-0" 10" 2k 10' I T.TA.SEAT 2x12 FLOOR JOISTS HO SLAB u-SEAT ' I O /^ 10' 108 IS'-10' HD8' � � 0 Ib'O.G. � — _'� - FRCSH AIR II 2x12 FLOOR J015 `v — — — 4'WIDE J015T SEAT. :t15 = _ _ = INT TO MEGH EQUIP FDI O M 0 16 O.G. d (2)2X10 P.T. TA.SEAT ELEV=(-)1'4 4 I = CODE z Orr HATER 4-WIDE J015$) 10' L_ 13'-0' 10" FDI FDI I I I I 4 Q PI t DUCTS TO BE WH ❑ v SEAT.TA.SEAT II 2k b' M o 2x12 FLOOR JOIST5 TYP.BEAM POCKET WRAP ENDS OF T ( 4 1 RNSULk As PER LOCAL lI E.EV=(-)P-11' SLAB SEAT — _ - e ° GDR My ALUMIN)M AT POCKET OR 1 1 1 I I 4 r coDE I N PROVIDE V2 AIR SPACE ALL SIDES PROVIDE FRESH — _ _ _ 4 WIDE J015T SEAT. 13'-0" r 1 " a'fi' I r L — IT 4" FDI FDI INTAKE TO W:rH 1P — — - I I I �4I TO,SEAT ELEY=l)1'-I�' I Io- I I I0'-b" o.. ALL EXPOSED HOT HATER ` 4 Q I I I 1 1 FDI L i I I� L J II I I r I I PIPING E DUCTS T BE I 4 I TYP.BEAM POCKET WRAP ENDS of I l 1 \ / 1 1 I 2x FLOOR 6TS 1t�n 1l2 4 1 I FDI 1 1 ' • 1 wR W ALUMINIM T POCKET ACE ALL 5 R 2x12 eFLOOR JOISTS 2x12 FLOOR JOIs I 2x12 FLOOR JOISTS I — 0 I6'o AJR ~� 10" IA-8' I r IT'4' rFO1J 1 I a'b' 1 11 10' 0 Ib OG. 1 1 L 1 016 OL. J 11 <V 1o" 1j1 / \ I L L J �- t 1d' �� 11 o.. 2x12 1 JOI T5 1 I L J I — _ Ib'OL. I II I I \ / I . I J 2x12 FLOOR JOISTS SEAT.TO.SEAT r rf— — , 3� DIA STEN.COLUMN 4 LLI �✓ 2x12 FLOOR JOISTS 1 12 FLOOR J015Ts12' I�jI I I I e Ib OL. J I o I6•o G. 1 0 16"O.G. ESV=(-)1'IIj' ( I I 1 J ON Sok Sok TC DP N) SEAT.e A.SEAQ " III 1 1 1 ? 1 I I — — — — —Cl)3�XII'LVL FLUSH GDR L J (?�3-�1� wlJ FLUSH GDR I I FTC NON) ELEV= Tv jNDE2 BEARIN6 WALL __ LMDER BEARING ABOVE _ — — — — — — — II P L J Is'-8" �� =J 1 / \ 11 a'-�° I 13'-r.. ry lo" _- 4 _� TYPICAL BASEMENT SLAB — — — -�® ®�-- 10° r — I 4'WIDE JOIST N DAS�LINE I�IGATES v ° 5'a' �3'-8 a 4 4'Pf.SLAB MIN 2500 PSI GONG) — — 1- — e I— -/ PROVIDE FIRST WALL5 ABOVE QOb MIL POLYEnIH$IE VAPOR r 1 ��° ❑ W O 4 4'WIDE JOIST aN,VIA TEE ICD PG I �, I SEAT.TO.SEAT FLOOp IOR ✓l l� •4-GorPAc,»sw+�a BASE 1 — — 4— — — Iv II ELEV=(-)1'-I�• SEAT.TO.SEAT FT6 NA1N) L J 0 3i'XIIj"IIVL FLUSH 6DR L J �J 34"XII'LVL FLUSH GDR FOR CHASE � / � Y -� � � '� 0fFORM.Y GRADED STONE W A L — — — — — — — — — MAX 512E A 415%PE ny) - g 1 — J I 'T ss _ � � �i � r , v1.6vR r , o IMDER YrAll ABOVE BEARING HALL ABOVE — — — -{ CAX SIZEACT TO6F DENSITY) I L 1 \ / — — TYPIGA�BA1 5f Ag ✓/ DASHED LINE�TE5 — — — r4'WIDE JOIST J - — 2x4 P.T.STUDS J I FLOOR , •4'PG.SLAB MRL 2500 P51 GONG) Qo - 8" 5 q" FIRST FLOOR d@OVE DE — — 'EAT.TA.SEAT y - — — WITH 3 v/e(12-13) UNFINISHED BA EWNT I / I V _ —I.... 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I'b' I'S' 8'O'RA. I'-1' I'-1" e-O)' .O. I'S" I'�i" &-O'i2A. I'-8" 2'4' b'-4" 6'4' 2'4" 3'-1" 3'-1' WALL RATING- I HR. � 0' 1'2' Y-l0' u'-r 11'0• m-o' u'-r 3'-1a FINISH RATING- 23 MITA. N ' I 14'-10' 11'-2' �'2' ALL ��+ Ti'2' 14'-10" 12'-0'BREEZEWAY 5f-7 A G I I QUR RATED EXTERIOR G A ' ��, ✓'�� / ® BEMIRING WALL ASSEMBLY- SEE DETAIL: I� ' FIRE SIDE 0 m 4 LU o UNIT 98 UNIT 9 7 HORIZONTAL SECTION o o = Q Z O U ❑ MODEL Al MODEL A1 (HOLLY) 4 U) �T I.WOOD STIAD5-NOM 2 8Y 4 IN SPDC®Ib IN.OG METH TWO 2 BY 4 IN TOP AND ONE 2 BY 4 IN..BOTTOM PLATES.STUDS W LATH�ALLY-BRACED BY WOOD 5Tfd1GTURN_PANEL 51�ATHIN6(118.15).WHEN MINERAL AND FIBER BOARDS'(ITEM SIV ARE � FIRST FLOOR PLAN FIRST FLOOR PLAN �I° TO I�M THE 5TUD5,THE LOAD is RESTRICTED T°'6%°F'�'�°WAB`�A>n'AL WAD.WIW S�FEGTIVMY FIFE STOPPED AT TOP AND BOTTOM OF WALL. ❑ 2 8YP')M Ba%W*-ANY CLASSIFIED 5/8 IN.THICK,4 FT WIDE,APPLIED VERTICALLY AND NAILED TO STW5 AND BEARING PLATES 1 IN Or.WITH 60 CE EdT-0OATED NAILS,1-1/6 IN.LONG WITH 1/41N DIAM HEAD. A JI MM NO NMIJEM7s-WT SHOWN)-WALLBOARD JOINT5 GOVEI;W WITH TAPE AND JOINT COMPOUND.NAIL HEADS COVERED _ 3/16"=1'-0" LIVING AREA= 1,670 5Q. FT. 3/16"=1' 0" LIVING AREA= I,6l0 5Q. FT. wTHJolNrcoMPaxD. 4.BAT15 AND M.VWW-MINERAL FIBER OR GLA.%195M INSU..ATION,3-5/8 IN THICK,PRESSURE FIT TO FILL WALL CAVITIES GARAGE AREA= 486 50. FT. GARAGE AREA= 486 50. FT. BETWEEN SA05 AND PLATES.MINERAL FUR M A11ON TO BE UNFAGED AND TO HAVE A MIN DEN51TY OF 3 PGF.&LASS FIBER � � INSULATION TO BE FACED WITH M.UMINM FOIL OR KRAFT PAPER AND TO HAVE A MIN M61TY OF O.q PGF(MIN R-13 THHE32MAL 0 m COVERED PORCH AREA- 364 5Q. FT. GOVERED PORCH AREA= 364 5Q. FT. M'.iIl1.ATTON RATING). z w 5.NOW 51R1L0IURAL PAIR.9NEATHEM9-MIN 1/16 IN.THICK,4 FT WIDE WOOD STRUCTURAL.PANELS,MIN 6RADE'GD'OR 5HEATHIN5'. 3 Q INSTALLED WITH LON5 DIMENSION OF SHEET(5TRE16TH AXIS)OR FACE 6RANN OF PLYWOOD PARALLEL WITH OR PERPENDICULAR TO Z STUDS.VERTICAL JOINT5 CENTHRE O ON 5TUD5.HORIZONTAL JOINTS BACKED WITH NOM 2 BY 4 IN,WOOD BLOCKING.ATTACHED TO (7 ❑ ❑ 5TIA5 ON EXTERIOR SIDE OF WALL WITH 60 CEMENT COATED BOX HAILS SPACED b IN OG AT PI�IME'TER OF PALES APO 12 IN Or. — ALON6 INTERIOR STUDS. W HS.EXTaWR FACR195-INSTALLED IN ACCORDANCE WITH THE MAMIFAGTURER'S INSTALLATION INISTRUGTTON5.ONE OF THE FOLLOI•dN6 EXTERIOR EDGINGS 5 TO APPLIED OVER THE SHEATHINN6 I�FtED G, G WOOD STRUCTURAL PANEL OR LAP VOIN6-APA RATED SIDINN6,EXTERIOR,PLYWOOD,05B OR C.OMP051TE PANELS NTH VENEER. \��gERT FACES AND STRUCTURAL WOOD CORE,PER P51 OR APA STANDARD PRP-108,INGLUDIN5 TEXTURED,ROUGH SAWN,MEDIUM DHN5ITY �2 � L� n� 2020 NYSRG-83122.1 Y ,6ROOVED AND LAP SIDING. . IN DWEJ.IN6 UNITS,Hfi;E THE TOP OF THE 51LL OF AN OPMA13LE NON OPBNIN6 I5 W e7 a ye NOTE: WOOD SPECIFIED IN UL�RATED DESIGNS ARE MINIMUM SIZES.LARGER DIW%IONAL LOCATED LED5 THHAN 24'ABOVE THE FMI5F�FLOOR NO 6REATBt'fWW 72'ABOVE THE FINISHED 6RADE OR OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING,THE _ OPERABLE WINDOW 5HALL COMPLY WITH ONE OF THE FOLLOWING: STUD)GAN BE SUBSTITUTED. - •OPERIN66 THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE TO PA65 THRGUGFI THE '9 023810 I NNEGTI l5: oPeaN61N ITS LAR6Esr OPENED Pos11TONt NOTE: UL#356 IS IN GOMPLIANGE WITH FIRE�RE515TIVE�RATINE>5r-ANSINL 63 AS PI=R'R302 ❑ OF N MULTIPLE LVL 6 RDER GO OIC— FALL PREVW014 DEVICES THAT COMPLY WITH ASTM F 2090 O FOR ALL MULTIPLE LVL 61IRDER5,L.A6 BOLT MEN o EN TO M TO RELEASE THE CONTROL TOGETHER w/I/2 BOLTS® 2-0CIG.,2 MIN, ONE HOUR RATED EXTERIOR FROM TOP 4 BOTTOM, 4 MIN.4" FROM ENDS ° `of THE wlPOow urar TO LESS THAN 57 SQUARE FEET. WALL RESISTIVE ASSEMBLY JOB NUMBER NTS. A- 3 2016023 i GENERAL CONTRACTORS AND SUBCONTRACTORS TO 2020 NY5C-000 SECTION R 403.3: 22020 N SYSTEM 624421b 503,1N)LOGATION: w -SUPPLY AND RETURN 17UGT5 IN ATTICS SHALL BE INSULATED TO A MIN.R-8 �p20 NYSEGGG SECTION R 402.4.1?: UNITS 9 7 (MODEL Al ) 8� DUET CLUSTER SHEET NUMBER NOTE: � =EXWWST FAN: REVIEW THESE C.ONSTRUGTION DOCUMENTS UPON RECEIPT THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN INPUT Q PROVIDE SPRAY NO "5": 50 GFM INTERMITTI3NT OR AND DUGT5 OUTSIDE THE THERMAL ENVELOP SHOUT BE MIK R-6. AN APPROVED HER5 RATER TO OF 10,000 BTU PER HOUR(3KW)OR LE55 5FHALL BE LOCATED AT LEAST = T NOTE, HD= HOLD DOWN ® 20�� DROM ARGHITEGT AND REPORT ANY AND ALL -5EA1_IN6 15 MANDATORY FOR DUGT5,AIR HANDLERS,AND FILTER BOXE5. PERFORM AIR INFILTRATION,DUCT b'FROM ANY AIR OPEHUN6 INTO A BUILDING,AND SUCH AN APPLIANCE WITH �ALL DRYERS TO BE VENTED FOAM INSULATION IN STAIR MANUFACTURER TO DESIGN STAIRS TO DI5GR8'ANGIES INGLUDIN6 ANY DIMENSIONAL CONFLICTS, ALL WINDOWS SHALL BE -JOINTS 5FAM5 AND CONNECTIONS SHALL COMPLY WITH SECTION M-1601.4 LEAKA5E AND GOMBU5TION SAFETY AN I�OVER 10,000 BTU PER HOUR BUT HOT OVER 50,000 BTU PER TO OUTSIDE AIR P�GODS MEET ALL APPLIGABL E GORES AND TO IMMEDIATELY TO ARC441TEGT FOR CORRECTIVE ' ' EHGIIR 5HIAL_L.BE INSTALLED WITH A q IN-44 VENT TERMINATION CLEARANCE, g g (MODEL Al ) FIRST FLOOR PLAN Z •ALL WASHER To BE GARAGE CEILING® ANDERSEN 200 SERIES REPORT ANY 0I5CREPANGIE5 AND CONFLICTS Got OF THE 2015 IRC. TESTING AND PROVIDE A WRITTEN PROVIDED WITH DRAIN PANS LOGATION OF ® CARBON MONOXIDE PRIOR TO GONSTRUGTION.DO NOT SCALE AND AN APPLIANCE WITH AN IPd'lJl OVER 5op00 BTU PER HIM SHUUJ HEAVE TO THE ARGHITEGT PRIOR TO STAIR DABRIGATION. O=TEMPERED DE rLTOR DRAWIN65.DIMENSIONS 5HALL BE GALGULATED AND -DUGT5 SHALL BE PRESSURED TESTED TO DE`.TERMINE AIR ILEAKA6E BY REPORT OF THE RESULTS AT LEAST A 12 INCH VENT TERMINATION CLEARANCE.THE BOTTOM OF THHE Cn A3 BEDROOM ABOVE GLAZING NEVER SCALED UNLESS OT}ERWISE NOTED. ROUGH-IN TEST AND A WRITTEN REPORT OF THE RE5ULT5'SHALL BE 516NED VENT TERMINAL AND THE AIR INTAKE SHALL BE LOCATED AT LEAST 12' w�p SMOKE DETECTOR BY THE PARTY CONDUCTING THE TEST AND PROVIDED TO THE CODE OFFICIAL. ABOVE&RADE. D COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED rA ^ ' Z W E m A G G A O 4--d❑ V M Al-b AI-b AI b AI-b Z s .. 52'2' S2'-2" O �, =3 to "'t� U f� U •C 04 O) �cq 12'-2' Z () cN Lo O xix a M U Q v TZ `) N Co 5'-11' S'-II' ❑ w o^ II'-0'PL.HT. M o m a I HOUR RATED EXTERIOR — — — — — — — — — — — — — II' BEARING WALL A-r- LY-5EE DETAIL: I - - - - - - - - - - - - I I 11'-0'PLHr. Z 0 I I v II'-0'PL.HT. ll'-O'PL.HT. I I I cf) o i _ g_ — I III III O 3—L ® I II'-0'PL.HT. I :o f7J2•Xb• o 0 - - - Ln 385• DH ALI — — — — a'-0'PL.HT. (III III �- II M w e 16'C C,. _ _ I z m b" I I ElII 4' III II q'-0'PL.HT. — — — — — — — Imo' I I q'-0'GEILIN6 w e Ib•O.G. I I I I BEDROOM#3 b' 5-4' 4' 5-4' 2'-0• 4' 11'-0" b' I 11 11 II (3 Ioj I I I ILIJ 1 1 I_I � � � ® � � � I I I I I I I I .I BEDROOM #3 i 1 1 I I I '� �I—ll I I 4. 5'-4' 5'-4' b' ,�" I i J 4• I I n Q G 4 LI_ —I La 1 1 w W a ® so J I I I I I I ry I I I 3 3b'116H —1 RAILIN5 -- �— — -� — �— J J I I ❑ W b _I J ry L— ry N ��oI— m - - - - - -- - I I / Y 9'O'C.EILIN6 - - ` — - - - J WHICH II'-O'PL.HT. I / ON 14R RAILING ei II L _—�_— —I�_ _ _ — — a'-0• m \ b. ffuv —N 6- 4 3-e— — - — — —I = I \ caLI6 BAT ro VN 14R LOFT 11'-0 M-HT. b' � 10 I 3 II II / 1I1III c~n C� I I / c =� I I I L UI'PER��AT � —� i z q'-0'ceLIN6 ®EF `� — — — I 11 L _ _ I I / W III II �/ I _ ATH f _ III / I I GREAT 3'-8• 4" _ —e'-lo' b' I I— — — — J( r� —� INT BRs PRTx I I 11 U IL _ UPPER _ ROOM ` I 11 11 I I O _ — — — LAV I i 9'4" 4", 2'b' b' 4'b' 114 I II'-o'PL.HT. ❑ R_IFI II INT BR6PRTN/ — ��— — — — — — — —— — — I II III I II � I I STORY RE AK WALL 11 III ruous I I I 5 Y, 14'LVL CARDER _ 4.11 4'b' b" s 11'-O' I 2T6" 4' W-4' I I II'-0'PL.HT. III I I I I I I 11 r�)3040 DH B I I I I� B corm III I I BP ROOF BREAK o I _ I I I e n'-Io•ND Hr AI-b 1 I I fAK o IIII Ai�i L 5Y4'x 14'L 61RDEt J I CLERESTORY WALL I G TORY WALL '�JtIJ r r ao ABI-6 I F— i I I 1jII 1I1 I L � _ J� o N M CD N - - - - - - - - - - - � � ROOBREaKI4 I 0) 040 Dq'-O'F-HT.afRE5TOWIWL a n'-40'W Hr — - - - - - - - - - - - — I�II 11 I I - - - - - - - - - -��- - - -1 - - - - - - - - - - - I I II II - - - - - - - - - - - — I II q'-0'PL.HT. li it _ I II I� � I = _ = = = = �CJ� Z Z Z Z Z Z L c = = = = J— o 0 0 0 0 0 I1 L W WWWWW L I N J C JJ un 0 z W i 2 C) AI.I 11 12'-0' 12'2' 12'-8' 12''8' 12'-O' n'4' O o0 O 0 W O L W 54�2• 54'-2' Z 1 U 0 A G G A � h� o A14 Al-b Al-b Al-b W ❑ Q v ❑ O = J � UNIT 98 UNIT 9 7 w co z 6i MODEL AlzMODEL Al (HOLLY) o ........- I.. . ......... .. ... . ....... SECOND FLOOR PLAN SECOND FLOOR PLAN W (❑j �.5��o E 0RF F 3/16"=1'-0" LIVING AREA= 32q 50. 1=T. 3/16"=l -0 LIVING AREA= 32q 502. 1=T. Q ��, TOTAL LIVING AREA TOTAL LIVING AREA = . 11999 5 . FT. 11999 SQ. FT. -� °z3>3�o yo�� SEE ROOF PLAN FOR ALL STIMMAL FRAMIN51hFORMAnoNQ ❑ OF NE`N I HOUR RATED EXTERIOR E3EARINC- WALL A55EMBLY- 5EE DETAIL: E� AB NUMBER w2016023 NOTE2020 NY-9:Z(,-R3122.1 ENGINEERED J015T EF •E*W ST FAA 6ENE:RAL GONTRAGTOR5 AND 5U5GONTRA6TOR5 TO ONE CARBON OVADE ALARM IN r84 IN"A5M THE UNITS,WHHD LOTHE TONO P OF 1 E SILL THAN AN 2'A30 E THE WINDOW HEDOPE6RADE 6 IS OR THE W;FArE THAN < SHAD NOT BE GUT, " ' HD= HOLD DOWN 50 CfMi INTEI;HTTENT OR REVIEN THESE CON5TRUGTION DOW IENT5 UPON RECEIPT ONE AW THO-FAMILY OWe.LIN65, 91OK ON•HE FI�OR�BUILDIN6,THE OPERAM WINO%sa COWL' ONE OF THE = SHEET NUMBER No MULTIPLE LVL CARDER CONNECTIONS: ® 2a�em TOWNHOUSES AND DWHlIN6 UNIT5 IN UNITS 9 7 (MODEL Al ) 8� DUET CLUSTER 0- �; ��- FROM ARCHITECT AND REPORT ANY AND ALL FOLLOWIN6� NOTGHED AND HOLC-5 TAIR MANUFAGTURER TO DE-516N 5TAIR5 TO FOR ALL MULTIPLE LVL 61RDER 5 LA6 BOLT D15GREPANGIE5 IWLUDIN6 ANY DIMEN51ONAL CONFLICTS 6ROUP R-2 BULDI"S(WHI) S i •OMIN65 THAT WILL NOT ALLOW A 4 INCH DIAMETER 9VERE To PA55 THRO"THE OPENING IN ITS �`W'"°°'��"` `THEH4V�° LAR6�r°P�Pa�,T� 9 8 (MODEL Al ) SECOND FLOOR PLAN BORED UNL.C-55 ALL APPLICABLE CODES AND TO TOGETHER W/I/2" BOLTS® 2'-0" O.G.,2" MIN, cat IMMEDIATLEY TO ARCHITECT FOR GORREGTIVE pr THE IMNEOIATE v1GINITY OF 5PEGIFIED E3Y THE ANDERSEN 200 SERIES REPORT ANY D15GREPENGIES AND CONFLICTS u ® CARBON M°N°wDe M EAWRE5 PRIOR TO CON5TRUGTION.DO NOT 5GALE BHDROOM5,ON THE LOWEST FLOOR FALL PREVENnoN Dene THAT 17 COMPLY PATH ASTM F talo m=TFr� FROM TOP � BOTTOM, � MIN. 4 FROM ENDS DETEcroR fITE WINDOW oPH�uN6 CONTROL DEVICE AFTER oPERATtaN To RELEASE THE coNTROI.DEVICE ALLowIN6 fn MANUFACTURER PER TO THE ARGHITEGT PRIOR TO STAIR FABRIGATION. 6LAZIN6 DRAWIN66.DIMENSION5 SHALL BE GALOMATED AND LEVE GONTANN5 DEDROOM 5. THE HNoOW TO FULLY OPEN,SHALL NOT REDUCE THE NET CLEAR OPENINS AREA OF THE WINDOW NT TO W A4 CODE �I,D SMOKE DETECTOR NEVER SCALED UNLESS OTHERWI5E NOTED. LE55 THAN 5.15aW;E FEET. ❑ COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED u7 z W C ' E U U r O p V IL z ^ ' L- O V/ o '04' c`o I- = cn '�"�� }, ■r-'� U > rn ❑04 z h- = Z �3 La� co A G G A Q W N ch Al-b Alii Al-b Al-b U N ❑ U ~ co N M co R-B'HIP WIDTH Ib'2'FA5GIA WIDTH Ib'2'FA5GIA WIDTH Iq'-8"HIP WIDTHr1 s `.J 2 II'-0'PL HT. n" ALI 11'-0'PL.HT. J N � ,q• I ALIGN FAGIAS Z O © HOUR RA I er O� I ► 1- �� _ - - - - - - - _ - - 1 TE/EXTR �r BEARIN6 WALL e I \rya�Q I AI-5 4 II'-0'PL.Hr. A55EMBLY-5 L _ I H ALIGN FAGIAS 1 �b� � N ,� I O II'-0'PL.NT. 4'-0'PL.HT. I'-0• i — il'-0'PL.HT. AI-5 I r 4 ��Q I Q QI c� iy�ry I :•;:•:::s::,. II'-0'PL.HT. 0 IFF _ I IOH• q'-0'PL.HT. II'-001 PL HT. i— 12 3� r —� I 712 O l J z - o _ n ' %l o I6 OG. 2x10 RR o 11 1-01 PL.HT :: P e N - ti 4 N r A N 12 -, - - - w 12 - - J o O 1212 R [ IISe ,11..I:.•. .........:......::. ::• ::...- ::aN5..�.. ;: A ® +Z` I \Q Imo, II I oH. ' 2x8 3RR13 5 I' r>.'s2x10.RR o OH.:... .... 8,R 0 16 OG?st::;;:r;2 N .............. N 0 12 12 IF ;i 335(3-0 61)2k10r — r T H OH T-0• I II I oH. I I I or ry ASPIW.T ROOF 5FAN6lP5 + RR RIZ `P L 2xb 2x8 / v I / � - (3)2X4 POST x I- r w 0 Ib W I°G. D ®lb 12 • �� I I i I = V � UND1R HIP GIRDER I( 3135 F- 7 3135 �a+ I I i I ` I I I IL1 I ❑ r � PLYWOOD 5FFATfAN6 y I � m � � � L 1 _ J � m / IL I-JI I I t3)2kb' 6IRIX R . 111�• I I `-' 51 RDOM PH.T PAM / I I I I I o e p I //\\ GRI ROOF RI TO AL16N I I 2x12■RR o lb OG. FlO M5TALL ICE RAKNO 4 MTER SHMI D PER , , I I I I I I (3)2X4 POSTjXF " a , MMLFA61fM;5 5PMa TO , MAWAIN PRODUCT MAR W". :n UNDER FNP GIRDER it CARRD"FRM OF FA5VA L II Y " I I I p I I I ;___,— _ 1 12x12 R106E BM w vENr MIH,TYPK.AL PFJ L I 2x10 RR® oG. L _ 1 J I- II 4 II �-� c,AP 0.40 ALOW DaIP , i I I 2x12'RR o 16 OG. I R106B TO 16N GRIL I < eurTet III I i II'-0'PL.HT. I RID O ALIGN — II, — 6ALV.colr6crORs —_—— — — J I I L- - - - - _ �� — IIJ I 1 I F- 1�I Id AE EACH SDFAr BEAM = 2x12 wD6E BM hu vear I r — — —, I — — — — — 1 I r� _ J I �- -12- ,, 2xIC ®Ib� —VII I - --r - - _ I I tir I \ / I U L _ _ 1U) 2-F= --I - - I RIOCE5 Al 16N I I I F - - - -, � 1 I e I - I_fl III ✓� Qr II I U yA % I II'-0'PL.HT. I � W — — _ I� I IIS � C- (J I I - - - ,-- -' I- - -- - � i II I I I I . II-- N I - - - -i C) I -� I :;:> I � ............................... - - fV r�i ■ APPLY ICE 1 YNTHt 5f1B D M I / I I 11 1 I / I ( 1 I— —— — L _ _ _ _ I I b FNRI'REAR _ J C . .:; ::'....>22::>?;<: : <.. S I oH. HO'RE ROOF DECK AHD I I I I I I I -- J r I :::;>;::::>:;:;:::: >:. HMPAW ARE AT \ I N ® I — e — I .:::: :.?.:;.:f.:?: ".>..:;.::i i>:;38i ii;� I— — — — — J ::::: TEMPMARM OF 40T M*a OR FRc36URE TREA767 SOFRT = J— _ _ _ L I N — I I I f I T2'PL.HT. FRAMIH� - - - _ J I I 4 om I N t II� I I :• »> FAWA BOARD ::::..::: J I I I I ► I I I I I h y':. ...:: :::. BDARn w r caNr. 1 J��J//Id ...:::::::::... .: v DR Veil» L _ — — — — _ — — CH. - I I 2 •x1o'PT GIRDER VINYL 50FFiT t T— uu. ® _ r' ........... ::::•,:.:.. ::;• !'-2'PL.HT. I I ROOF BREAK I I I ROOF BREAK I I _ 12 N ` — �, DETAIL l 1 1 III I ;; >,: ;::>;:: ;;:`� I 1 ;`I>>> I _ I I, I— B W ^ a M 1 1 1 1 1 I. .................. I I I AI b I RR o Ib OG. 2x12 RR o f 0G. AI-b Q N M rN ao I2'-0'DORMER WIDTH I I I I o N 6 06 N NOT TO SCALE ROOF BREAK I I I 1 1ROOF BREAK I -- (2)2'wo'PT 61ROM A- 5 — J1�■ I —II o.PL.HT. 12 r — �_ - �.9L ::.. c II II 12 12 12 — - - - - - TMCAL ROOFING, B ,� I 4 1 i`'' I I 9'-0'PL Hr.AT.4 I I 12 a I T —-• _ — _ _ — ARGHITEGTURA-5HIN6LES 2x12 RR o lb OG. 2x12 RR o Ib Alii = I I 1 --I J _ 15#FIST UNDERLAYMENT AI b I I:;;:: I I N ALIGN FAGIAS — — — — — — — — — — 4 In'PLYYVOOD SHEATHINs I I I 12'-0'DORMER WIDTH 2'6" - 6't1�-IW BAITS N'-0'PL HT. u'-0'PL.HT.I--�-I I-0, CIL ® I` 14 12 I( ALIGN FAGIAS I�, I . N , I $ CONTiNUOU5 ABOVE 14 A _ _ _ J L _ J 'OH. ,p yr & 12FI I 2x10 RR®ib OG. 2xio RR o tb OG. - 2k 12'GEIL JOISTS --r - - - - -�- - �r J - ' - ! r - -L J 112 I I . I I 1,,-,,2 OIfi o 0 0 0 0 0 o 61 OG — — — — — — — — — — — — - ALIGN FAGIAS N q-0 PL HT. 4 c• I I 1'-O' I I I ql .PL HT. w w w w w w 2k IO'ROOF RAFTERS 0 16'Or, 2x10'RR o Ib OG. 2x10'RR o 16 OG. I I — — — _ t— MINDIA LA6PER 501-15-TTON orI'-0' , o (b) )RAFTER L JOIST q'-0'PL.HT. � I I q-0 PL.HT. ROM Q� o (TOP!BOTTOM) L_ I I Q q'(R-30)BATTS - - - - - - - - L I . -- - H2-5A SIMPSON CCWTOR5 0 EA ROOF RAFTER 4 W q'(R-50)BAITS q'(R-30)BAITS+6'(R-lq) A G I G A r BAITS=COMBINED WIILATION I AI b AI-b AI.I Al-b Al-b O � m VALUE OF(R-4q) , ? a Y 6M BOARD ON W r1 IU w 1�'y F- WALL5 t CEILINGZ U ¢p GREAT ROOM i vt [vim*WRAP � O 4 2' 6' � °D SHE-SING UNIT 9 8 UNIT 9 7 2k b'EXTERIOR WALLS W/ ❑ O W 6'(R-21)BATT IWALATION u SIDE VIEW MODEL Al ( MODEL Al (HOLLY) Lij U ,T BELOW H2-5AOF:RAFT GOFAJ6GTOR5 0 ROOF PLAN �� ROOF PLAN m 3/16"=1'-0" 3/16"=1'-0" 3 w J z q (710 U)U RED AR 2k 6'EXTERIOR WALLS IN 9CI 6'0-2V BATT IN511LATION - Q QOQE vh�Cy� y ' DIA LAS,BOLTS- W MIN(b)PER CONNECTION OF = s ROOF RAFTER t CEIL J015T (TOP t 5070H 1 2k 12'C-91-JOISTS . 0? 10 o 16,OG 4 ❑ 2k 10'ROOF RAFTER 0161 or. ............ .. ...................................... JOB N BER n PLAN VIEW w 2016023 U) SHEET NUMBER `E6 LEADERS SHALL BE BAKED MITE ALUMINUM .032" UNITS 97 (MODEL Al ) 81 DUET CLUSTER. MIN.6AU(5E,G- TTER5 SHALL BE 5 5EAMLE55,0.6.5TYLE W/ALL INSTALL ICE AND WATER 5HIELD PER AREA OF ONE:ROOF z RELATED 4 REQUIRED ACCESSORIES. LEADER5 5HALL BE MIN. " MANUFACTURES SPEGIFIGATIONS TO .>.;_ EXALT OVER ANOTHER (DDETAIL OF ROOF RAFTERS TO 2 2"x3",.027 6AU6E W/CLIP5 d ANGHOR5. CAULK 4 5EAL ALL MAINTAIN PRODUCT WARRANTY ROOF PLAN Fn HIGH CEILING JOUST CONNECTION JOINTS. PITCH 6UTTER5 MIN. 1/8/FT.PROVIDE P.V.G. REGEPTOR5 9 8 (MODEL A l ) W NTS. A- 5 8"ABOVE GRADE TO RECEIVE LEADERS(CLOSED GAP DESIGN). p COPYRIGHT GRCH ARCHITECTURE 'P.C. 2017: ALL RIGHTS RESERVED