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Home My WebLink About46811-Z r.=r - �oy�gUFFU1k�r Town of Southold 10/12/2022 y� P.O.Box 1179 o A 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43471 Date: 10/12/2022 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 1 Farmstead Ct Unit 58, Cutchogue SCTM#: 473889 Sec/Block/Lot: 102.1-2-32 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/3/2021 pursuant to which Building Permit No. 46811 dated 9/13/2021 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single family dwelling with unfinished basement, covered porch, screened porch and attached garage as applied for. Unit#58 The certificate is issued to Rimor Development LLC of the aforesaid building.- SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0112 7/29/2022 ELECTRICAL CERTIFICATE NO. 22-85086 9/27/2022 PLUMBERS CERTIFICATION DATED 9/23/2022 All u1Nk Pl ing Contr ors Inc U oriz gnature �SoeFot,� TOWN OF SOUTHOLD �o coay� BUILDING DEPARTMENT y TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 46811 Date: 9/13/2021 Permission is hereby granted to: Rimor Development LLC 1721-D North Ocean Ave Medford, NY 11763 To: construct dwelling unit as applied for per SCHD & Planning approvals. (Unit#58, B-1 model) At premises located at: 1 Farmstead Ct Unit 58, Cutchogue SCTM #473889 Sec/Block/Lot# 102.1-2-32 Pursuant to application dated 9/3/2021 and approved by the Building Inspector. To expire on 3/15/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,704.80 CO-NEW DWELLING $50.00 Total: $1,754.80 Bui i ng ector - Certificate-of'Complia�nce . . _............................................................... .. ..... ................................... ........... .. ...:... -CERTIFIED:ELECTRICAL INSPECTIONS,-INC. 188,PARK'AVENUE _AM_ ITYVILLE,;NY 1170,1.' _ P:-.(631)598-5610 - '.... _ ,...........CERTIFIES-THAT : _ Upon the,application of Upon premises:owned.by. . . MTM Electric Harvest-Pointe @ Gutehodue . PO Box'474- 1 Farmstead`Couit _ - Ridge; NY 11961, Cutchogue; NYI11935''' 'Located at: 1.Farmstead Court," -- Cutchogue NY,1.1935 =Application'Number#: 22-85086 ' Certificate#:,22-85086". _ - Electrical License*-3700-ME Section: 102'..01.` Block"_01:00 -1Lot:,032 Building Permit#:.46811 Described-88,a Residential'occupancy,_wherein the-premises electrical.system consisting of electrical devices and:wiring,'described below, located'in/on the premises at:. New House w/150 Amp-Seivice Equipment./Air Condifiio,ning.Equipment(.1.'Unit) _ -A visual inspection of-th'e_premises electrical'system,.limited tb:electddal'-devices-and wiring to the extent detailed herein;was conducted in accordance with the requirements of'the applicable code/or standard promulgated by the,State of New,York,%Department of,Sfate Code Enforcement and Administration, or,other-authorityhaving jurisdiction, and.found to be incompliance therewith on the,2-7th day of September-2022 _Name; ~r; QTY „ Dimmer- 15 Amp,1'20V - �6 Combo Smoke&"Carbon Detector- 15 Amp,,120V' 3' Car Charger Circuit-:50 Amp;220V' 1 - - " ARCFault=20 Amp, 120V ' 2 Switch_'-,.1-5 Amp, 120V - 22 ; PFI Receptacle:- 15 Amp; 1-20 V 6 -_ - _ Service Disconnect-- 150-Amp;,'240V 1 :. Exhaust Fan ='15 Amp, 120V: -'2-_ _ Electrical Inspecfor:,Anthony Giordano -AP TR6VPD.o OrT 09'.9 ILD' This certificateF is not valid unless raised seal'is-present. Certificate of Compliance , CERTIFIED ELECTRICAL'I:NSPECTIONS;.INC: : - 1;88 PARK AVENUE` : ; AMITYVILLE, NY 117.0.1' :...:...........:.. .P: (631)-598-5610 . ........ - . : - CERTIFIES THAT Upon-the application-of_-., _ -Upon'premises owned by 'MTM'Electric. = - Harvest Pointe`@ Cutchogue,;; ; PO"Box 474 _ 1 Farmstead .,Court = Ridge, NY 119,61 _ Gutchogue, NY 11,935' Located at: 1 Farmstead Court,' - Cutchogue; NY 1.1-935 ; _.Aer pplication Numb #: 22`85086 C,e[tificate.#: 22-85086 Electrical-License#:3700-M E' = Section: 102.01 Block: 01.00: -.Lot:,032'. Building,Permit-#: 46811 - .Name QTY AC Blower--15 Amp,220V AG Condenser--20•AmP,,:220V I, ARC-Fault 15.Amp, 120V - 5 - Dishwasher'Circuit-.20-Amp;,120V 1 V _= Dryer•Circuit- 30-Amp, 220V: _ 1 Duplex Receptacle-15 Amp, 120V ' 32 Incand.: :Fixture= 0f SO(!�ypl4; Town Hall Annex Telephone(631)765-1802 54375 Main Road Pax(631)765-9502 CP P.O.Box 1179 Southold,NY 11971-0959 Q �Y eo BUILDING DEPARTAONT TOWN OF SOUTHOLD CERTIFICATION Date: 23/ j.6� � Building Permit No. _ UAJ� Owner: Nm 6—W LLC n (Please print)P11 Plumber: A SU-4o 1K fa nqq (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 J day of_ 20)--)- Notary 0)--)"Notary Public,�&A IL-County A. 'ra u=.171 CvO«ET Public,State of ilew`rb k Req.No.01171636836-= OLI&':ed in Suffolk County Commission Expi;as_/ 1 --1b •fv` BUILDING DEPARTMENT-Electrical Inspector 0 TOWN OF SOUTHOLD CIO Town Hall Annex - 54375 Main Road - PO Sox 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 ?' roger.richertCcD-town.southold.ny.us APPLICATION FOR ELECTRICAL_ INSPECTION REQUESTED BY: ` V �,�� ^ i� Date: n°d F, ' Company Name: l '- �f Name: License No.: �®�� ; '' email `" lec . IV)- Cr-,-, Address: , Phone No.: JOB SITE INFORMATION: (All Information Required) c i Name. i Address: L L AJI$ W Cross Street: Wt k1,5 Q Phone No.: Bldg.Permit#: y Lny I email; Tax Map District: 1000 Section: Block: ��.(; Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) CircDe Al9 That Appiy: Is job ready for inspection?: YESNO Rough In Final Do you need a Temp Certificate?: YE / NO Issued On er aj Tamp Informati® � (All information required) Service Size -1 P 3 Ph Size: 1. C> A #Meters Old Meter# !ew Servi - 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 � O � 82-Request for Inspection FormAs t� y OFSol' TOWN OF SOUTHOLD BUILDING DEPT. °`y�ou►m ' 765-1802 INSPECTION [ FOUNDATION 1ST 1�� [ ] ROUGH PL13G. ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE'& CHIMNEY [ ]' FIRE--SAFETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: cy-/ r DATE l l INSPECTOR %f S0l/tyo TOWN--OF_SOUTHOLD BUILDING DEPT.. 765-1.802 1,NSPECTION [/OUNDATION 1ST [ ] ROUGH PL13G. F0UNDATION 2ND [ ;'] ':INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ " ] FIREPLACE & CHIMNEY [ ]" FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ -] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: �� - OW Tpc cn mvc r DATE ZO INSPECTOR XvAv4/---n apF SOUIy�� # # TOWN OF SOUTHOLD BUILDING DEPT. courm��'' 631-765-1802 fib$\l sg INSPECTION [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [erFRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: F Iz i4m xz,-(; ST r opp7-,ei6 0,/L -FTliT-s It 1,#6, 5 Z,t/ G06GA41Vs 04 Chi LE��G-t� Gc�fc Mv�T�nLE GSL. �3G-1��s Pl-lf 76—s r �dZGss� TG-s DATE S-li- zZ INSPECTOR lilk �� # # TOWN OF SO THOLD BUILDING DEPT. 765-1802 INSPECTIOIN [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (R(,UGH) [ ] ELECTRICAL (FINAL) .r CODE VIOLATION [ ] PRE C/O REMARKS: ,a DATE INSPECTOR OF so//l�,°� TOWN OF SOUTHOLD BUILDING DEPT. 5� courm, 631-765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [py 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: n big( 'i r/cng- W&4.,? zw ,tiffs r� (3G- i,zrkc6 DATE zz- INSPECTOR SOUlyO� # # TOWN OF SOUTH( D BUILDING DEPT. °ycourm��' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL ND [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE '_/ INSPECTOR Manual S Compliance Report Job: V11rightsoFt- Date: Sep 19th 2022 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone:631-244-2627 Email:r.b.delfino@energytestingservices.com Project • • For: 1 Farmstead Ct., Cutchogue, NY 11935 Gootillrig Equipment Design Conditions Outdoor design DB: 83.0°F Sensible gain: 14365 Btuh Entering coil DB: 75.7°F Outdoor design WB: 71.07 Latent gain: 2523 Btuh Entering coil WB: 63.3°F Indoor design DB: 75.0°F Total gain: 16888 Btuh Indoor RH- 50% Estimated airflow: 700 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Generic Model: SEER 16 Actual airflow: 700 cfm Sensible capacity: 14700 Btuh 102% of load Latent capacity: 6300 Btuh 250% of load Total capacity: . 21000 Btuh 124% of load SHR: 70% Heating • • Design Conditions Outdoor design DB: 10.0°F Heat loss: 29798 Btuh. Entering coil DB: 63.3°F Indoor design DB: 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas furnace Manufacturer: Generic Model: AFUE 92 Actual airflow: 700 cfm Output capacity: 36800 Btuh 123% of load Temp. rise: 0 °F Meets all requirements of ACCA Manual S. - -wrightsoft- 2022-Sep-19 14:37:57 1 a.ena•ie.mm.am..�c�,ony Right-Suite®Universal 2018 16.0.32 RSU20066 Page 1 /l�i�i 1...mor Model Bi MAN JSD%Rimor Model B1 MAN JSD.rup Calc=MJ8 Front Door faces: W �_ Residential • - Review • Form �r� RPER 1 ACCKa - -(Loads, Equipment, 15 Mar 09 nr�ryomramsdnmara Header Information Contractor: Energy Testing Services LLC REQUIRED ATTACHMENTS ATTACHED Manual J 1 Form(and supporting worksheets): Yes F� No Mechanical license: or MJ1AE Form*(and supporting worksheets): Yes F-1 No R OEM performance data(heating,cooling,blower): Yes r-J No Building plan#: Manual D Friction Rate Worksheet: Yes [I No Duct distribution sketch: Yes F� No Home address(Street or Lot#,Block,Subdivision): Model 131 (Inkberry), Entire House HVAC • • ■ CALCULATION ,1 Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature: 10 °F Orientation: Front Door faces West Indoor temperature: 68 of North,East,West,South,Northeast,Northwest,Southeast,Southwest Total heat loss: 29798 Btuh Number of bedrooms: 2 Conditioned floor area: 3318 ftz Summer Design Conditions Number of occupants: 3 Outdoor temperature: 83 °F Indoor temperature: 75 °F Windows Roo' Grains difference: 30 gr/Ib @50% RH Eave overhang depth: 10.0 ft Sensible heat gain: 16324 Btuh Internal shade: none Blinds,drapes,etc. E. Latent heat gain: 2867 Btuh Deplh Window Total heat gain: 19190 Btuh Number of skylights: 0 HVAC EQUIPMENT • M14013) Heating Equipment Data Cooling Equipment Data Blower Data Equipment type: Gas furnace Equipment type: Split AC Heating cfm: 700 Fumace,Heat pump,Boiler,etc. Air Conditioner,Heat pump,etc. Cooling cfm: 700 Model: Generic Model: Generic Static pressure: 0.60 in H2O AFUE92 SEER 16+ Fan's rated external static pressurefor design airflow Heating output capacity: 36800 Btuh Total cooling capacity: 0 Btuh Heat pumps-capacity at winter design outdoor conditions Sensible cooling capacity: 0 Btuh Aux heating output capacity: 0 Btuh Latent cooling capacity: 0 Btuh HVAC DUCT DISTRIBUTION SYSTEM ■ .1 Design airflow: 700 cfm Longest supply duct: 200 ft Duct Materials Used Equipment design ESP: 0.60 in H2O Longest return duct: 171 It Trunk duct: Sheet metal Total device pressure losses: -0,6 in H2O Total effective length(TEL): 371 ft Available static pressure(ASP): 0.01 in H2O Friction rate: 0.003 in/100ft Branch duct: Round flex metal Friction Rate=ASP=(TELx 100) I declare the load calculation,equipment,equipment Selection and duct design were rigorously performed based on the building plan listed above. •- • the claims made on - -forms will be subject to review and verification. Contractor's printed name: Contractor's signature: Date: Reserved for County,Town Municipality orAuthority having jurisdiction use. *Home qualifies for MJ1AE Form based on Abridged Edition Checklist - -wrightsoftm Right-Suite®Universal 2018 18.0.32 RSU20066 Load Short Form Job: ` wrightsofto Date: Sep 19th 2022 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone:631-244-2627 Email:r.b.delfino@energytestingservices.com • ej�t Inforipation For: 1 Farmstead Ct., Cutchogue, NY 11935 t - • Information Htg Clg Infiltration Outside db(°F) 10 83 Method Blower door Inside db(°F) 68 75 Shielding/stories 3(partial) / 1 Design TD (°F) 58 8 Pressure/AVF 50 Pa/983 cfm Daily range - M Inside humidity (%) 50 50 Moisture difference(gr/Ib) 44 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16 AHRI ref Coil AHRI ref Efficiency 92AFUE Efficiency 12.8 EER, 16 SEER Heating input 40000 Btuh Sensible cooling 14700 Btuh Heating output 36800 Btuh Latent cooling 6300 Btuh Temperature rise 48 °F Total cooling 21000 Btuh Actual air flow 700 cfm . Actual air flow 700 cfm Air flow factor 0.027 cfm/Btuh Air flow factor 0.050 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.85 ROOM NAME Area Htg load Clg load Htg AVF CIg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Bed 2 205 1594 1311 43 66 Bath 2 47 0 0 0 0 Laundry 46 310 524 8 26 Lav 27 287 31 8 2 Stair 2 43 307 51 8 3 M bath 109 1805 538 48 27 M bed 417 5429 2576 145 130 CL 10 0 0 0 0 Foyer 75 1020 323 27 16 Mud 44 436 140 12 7 Kitchen 145 219 1676 6 85 Breakfast 95 1585 1833 42 92 Living 216' . -4332 2478 115 125 Great room 180 1897 1614 51 81 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrights®ft, 2022-Sep-19 14:37:57 Right-Suite®Universal 2018 18.0.32 RSU20066 Page 1 XClk...mor Model B1 MAN JSD\Rimor Model 81 MAN JSD.rup Calc=MJ8 Front Door faces: W Stair 0 43 246 12 7 1 Bsmnt 1616 6787 768 181 39 Entire House 3318 26254 13876 700 700 Other equip loads 3544 489 . Equip. @ 0.88 RSM 12641 Latent cooling 2523 TOTALS 3318 29798 15164 700 700 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Wrights®f C® 2022-Sep-1914:37:57 ,vp Right-Suite®Universa1,201818.0.32 RSU20066 Page 2 ACM...mor Model B1 MAN JSD\Rimor Model B1 MAN JSD.rup Calc=MJ8 Front Door faces: W 9 w Project Summar wri htsoft � y Date: Sep 19th 2022 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone:631-244-2627 Email:r.b.delfino@energytestingservices.com Project • • For: 1 Farmstead Ct., Cutchogue, NY 11935 N otes: 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 26254 Btuh Structure 13876 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(56 cfm) 3544 Btuh Central vent(56 cfm) 489 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 29798 Btuh Use manufacturer's data n Rate/swing multiplier 0.88 Infiltration Equipment sensible load 12641 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial) / 1 Pressure/AVF 50 Pa/983 cfm Structure 1376 Btuh Ducts 0 Btuh Central vent(56 cfm) 1147 Btuh Heating Cooling Outside air Area(ft2) 3318 3318 Equipment latent load 2523 Btuh Volume(ft') 19660 19660 Air changes/hour 0.25 0.11 Equipment Total Load (Sen+Lat) 15164 Btuh Equiv.AVF (cfm) 83 38 Req. total capacity at 0.70 SHR 1.5 ton Heating Equipment Summary Cooling Equipment Summary Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16 AHRI ref Coil AHRI ref Efficiency 92 AFUE Efficiency 12.8 EER, 16 SEER Heating input 40000 Btuh Sensible cooling 14700 Btuh Heating output 36800 Btuh Latent cooling 6300 Btuh Temperature rise 48 °F Total cooling 21000 Btuh Actual air flow 700 cfm Actual air flow 700 cfm Air flow factor 0.027 cfm/Btuh Air flow factor 0.050 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.85 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsaft- 2022-Sep-19 14:37:67 o....•i,..�,.�..�....,...,�..,,.., Right-Suite®Universal 2018 18.0.32 RSU20066 Page 1 14M...mor Model 61 MAN JSD\Rimor Model B1 MAN JSD.rup Calc=MJ8 Front Door faces: W N 7�7 Level 2 9,150 cfm 111 cfm 9�79 cfm Living Breakfast Bed 2 adiab � Great room Kitchen �98 cfm Bath 2 7 3 cfm 101 cfm 1\33 cfm Mud �1 Laundry Foyer K32 cf CL v 9 cfm Broan Exhaust Stair 2 Fan Model L150 K10 drr 56 CFM Energy Star Continous User Timer T bath Garage &174 cfm M bed' Job#: Energy Testing Services LLC Scale: 1 : 97 Performed by Energy Testing Services... Page 1 1 Farmstead Ct. 1648-A Locust Ave Right-Suite®Universal 2018 Bohemia,NY 11716 18.0.32 RSU20066 Cutchogue,NY 11935 Phone:631-244-2627 2022-Sep-19 14:38:09 r.b.delfino@energytestingservices.com ...N JSD\Rimor Model B1 MAN JSID N Level 1 1,0 x 16 '1217 cfm 1 225 cfm adiaba 0 14 26 " Bsmnt 26 26x16 Makeup air 56 CFM Skutlle Model 2161 __-Ir --------- 19.x 16 Stair 0 4 8 cfm 1 Job#: Energy Testing Services LLC Scale: 1 : 97 Performed by Energy Testing Services... Page 2 1 Farmstead Ct. 1648-A Locust Ave Right-Suite(g)Universal 2018 Bohemia,NY 11716 18.0.32 RSU20066 Cutchogue,NY 11935 Phone:631-244-2627 2022-Sep-19 14:38:09 r.b.delfino@energytestingservices.com N JSD\Rimor Model B1 MAN JSD.... Duct System Summary Job: - Wrightsofto Date: Sep 19th 2022 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone:631-244-2627 Email:r.b.delfino@energytestingservices.com Project • • For: 1 Farmstead Ct., Cutchogue, NY 11935 Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.59 in H2O 0.59 in H2O Available static pressure 0.01 in H2O 0.01 in H2O Supply/return available pressure 0.005/0.005 in H2O 0.005/0.005 in H2O Lowest friction rate 0.003 in/100ft 0.003 in/100ft Actual air flow 700 cfm 700 cfm Total effective length(TEL) 371 ft Supply Branch DetailTable Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln (ft) Trunk Bed 2 c 1311 51 79 0.003 8.0 OX 0 MtFx 42.3 140.0 st2 Breakfast c 1833 51 111 0.003 10.0 OX 0 MtFx 34.0 160.0 st2A Bsmnt h 6787 217 46 0.003 14.0 OX 0 MtFx 32.0 130.0 st2 Foyer h 1020 33 20 0.003 5.0 Ox 0 MtFx 9.3 165.0 st2 Great room c 1614 61 98 0.003 9.0 Ox 0 MtFx 17.5 150.0 st2 Kitchen c 1676 7 101 0.003 9.0 OX 0 MtFx 17.3 160.0 st2 Laundry c 524 10 32 0.003 5.0 OX 0 MtFx 25.0 175.0 st1 Lav h 287 9 2 0.003 4.0 Ox 0 MtFx 15.0 165.0 st1 Living c 2478 139 150 0.003 10.0 Ox 0 MtFx 30.5 150.0 st2A M bath h 1805 58 33 0.003 7.0 OX 0 MtFx 21.3 140.0 St1 M bed h 5429 174 156 0.003 12.0 Ox 0 MtFx 30.3 130.0 SO Mud h 436 14 9 0.003 4.0 Ox 0 MtFx 18.8 175.0 st2 Stair 0 h 246 8 1 0.003 4.0 OX 0 MtFx 15.0 150.0 st1 Stair 2 h 307 10 3 0.003 4.0 OX 0 MtFx 11.5 160.0 st1 SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st2A Peak AVF 189 261 0.003 235 17.1 16 x 10 ShtMetl st2 st2 Peak AVF 572 614 0.003 213 23.6 16 x 26 ShtMetl st1 Peak AVF 268 226 0.003 201 17.4 16 x 12 ShtMetl Bold/italic values have been manually overridden - -wrightsoft® 2022-Sep-19 14:37:57 p ^�r� Right-Suite@ Universal 2018 18.0.32 RSU20066 Page 1 ACID 1...mor Model B1 MAN JSD\Rimor Model 81 MAN JSD.rup Calc=MJ8 Front Door faces: W Return Branch Detail Table 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 rb2 Ox 0 615 793 170.5 0.003 215 26.0 Ox 0 MtFx rt1 rb3 Ox 0 225 47 138.3 0.003 210 14.0 Ox 0 MtFx rt1A TableReturn Trunk Detail Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt1A Peak AVF 225 47 0.003 210 14.0 0 x 0 ShtMetl rt1 rt1 Peak AVF 840 840 0.003 228 26.0 0 x 0 ShtMetl wrightsoft® 2022-Sep-1914:37:57 1, .mn•w..r�w..�ce,,.� Right-Suite®Universal 2018 18.0.32 RSU20066 Page 2 ZCK...mar Model B1 MAN JSD\Rimor Model Si MAN JSD.rup Calc=MJ8 Front Door faces: W Home Energy Rating Certificate Property HERS Inkberry B1 - Unit 58 Rating Type: Confirmed Certified Energy Rater: Michael Fauci Harvest Pointe Rating Date: 2022-09-22 Rating Number: 1 Farmstead Ct Registry ID: 188354602 Cutchogue , NY 11935 Estimated Annual Energy Cost Percent HERS Index: 52 Efficient Home Comparison: 48% Better Use MMBtu Heating 50.4 Cost Cost$105 8% General information Cooling 0.7 $37 3% Conditioned Area 3214 sq. ft. House Type Townhouse, end unit Hot Water 10.4 $11 1% Conditioned Volume 30910 cubic ft. Foundation Conditioned basement Lights/Appliances 21.6 $1035 79% Bedrooms 2 Photovoltaics -0.0 $-0 -0% Service Charges $120 9% Mechanical Systems Features Total 83.0 $1309 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 25.00 CFM25 2015 IECC UA Compliance Ventilation System Exhaust Only: 123 cfm, 30.0 watts. 2015 IECC HERS ERI Programmable Thermostat Heat=Yes; Cool=Yes 2015 IECC ERI 2018 IECC UA Compliance Building Shell Features ECCC New York State 2020 Ceiling Flat R-37.7 Slab R-0.0 Edge, R-0.0 Under Sealed Attic NA Exposed Floor NA Vaulted Ceiling NA Window Type U-Value: 0.290, SHGC: 0.290 Above Grade Walls R-21.0 Infiltration Rate 1479 CFM50 (2.87 ACH50) Foundation Walls R-13.0 Method Blower door 1479 CFM x 60 CFM / 30910 Ft = 2.87 ACH @ 50 Pa Energy Testing Services, LLC. Lights and Appliance Features 1648 Locust Ave Unit E Interior Fluor Lighting (%) 0.0 Range/Oven Fuel Natural gas Bohemia, NY 11716 Interior LED Lighting (%) 100.0 Clothes Dryer Fuel Natural gas 631-244-9333 Refrigerator (kWh/yr) 568 Clothes Dryer CEF 3.94 Dishwasher(kWh/yr) 230 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REM/Rate-Residential Energy Analysis and Rating Software v16.0.6 This information does not constitute any warranty of energy costs or savings. ©1985-2021 NORESCO, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. NY-ECCC 2020 Certificate 1 Farmstead Ct, Cutchogue , NY 11935 ;Building Envelope Insulation Ceiling R-37.7 Above Grade Walls R-21.0 Foundation Walls R-13.0 Exposed Floor NA Slab R-0.0 Edge, R-0.0 Under Infiltration Htg: 1479 Clg: 1479 CFM50 Duct NA Total Duct Leakage 25.00 CFM @ 25 Pascals +Window Data U-Factor SHGC Window 0.290 0.290 iMechanical'Equipment HEAT: Fuel-fired air distribution, Natural gas, 95.0 AFUE. COOL: Air conditioner, Electric, 16.0 SEER. DHW: Conventional, Natural-gas, 0.69 EF, 75.0 Gal. !'HERS Index: 52 [Builder or Design Professional Signature REM/Rate Residential Energy_ Analysis and Rating Software v16.0.6 Energy Testing Services 2022 Combustion Safety Testing Form Certified Home Address: 1 Farmstead Ct City: Cutchogue Builder Name: Harvest Pointe Builder Tracking# Combustion Appliance Zone (CAZ)# of Location of this CAZ: Basement (Use additional forms if store than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 2022-09-22 Outdoors Temp During Test: 81 OF CAZDepressurization (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: hTe[ttatzg System; Primary: Yes ✓j No Q Type: Furnace a Boiler[]Heat Pump a Other❑ t z Ventirin-Type 3" Drat Sip IlaQe S i_p llaee CO :- E tcietic ; Ftiel:Tyye Circle T e ` " " " Pascal orst-Case antral orst:Case. dttn,'al ; Rating 95.0 N❑✓ P❑O❑E❑ N❑�M❑S_✓ N/A Pa. Pass ✓❑Fail❑ Pass❑✓Fail_❑ N/A PPM N/A PPM Yes ✓❑ Type: Standard Tank[LIndirect El Tankless ❑ Size: 75.0 Style Common Vent WaferHeieter';: ` Primary: Non Ins tantaneous❑ (See Commercial NoteSbelow 4 ) (Gallons) Stand Alone Z E tcienc s Fuel Tyne z ."Ventihk-Type 3 -Drat S illh e. S"ilia a(Natural). CO..; is (Circle Type) (Pascal) (dRotse.Cas'e) c (Worss'Case) (Natural) EF: 0.69 NZP❑OaEj] N❑MQS❑✓ N/A Pa. Pass[Z]Fail❑ 1 Pass❑✓ Fail INIA PPM N/A PPM Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes 0 No Oven CO I PPM Ambient CO(During Oven CO Testing) 0 PPM r Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal z Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE: If the Venting Type selected is M,no Draft test is requited 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. 'Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE: If Water Heater Type is"Commercial"and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial"and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Michael Fauci Rater Number: 8619824 Rater Signature: Date: 2022-09-22 .� CRCH ARCHITECTURE PC 3750 EXPREss DRIVE SOUTH SUITE 202 ISLANDIA, NY 11749 WWW.GRCHARCHITECT, RE.COM mom (631)864-3395 November 14, 2018 . Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold NY 11971 Attn. Ms.Amanda Nunemaker Plans Examiner Re: . Harvest Pointe at Cutchogue Dear Ms. Nunemaker, The following two insulation products noted below have been selected for their flame/smoke spread properties to meet the requirements of the New Y'rk State Residential Code for both spray foam and draped blanket insulation exposed in basement c,ndition. Spray Foam Insulation t Rim Joist: Sill Plates Headers and Rim Joist (Residential Code Section R316.5.11 Maximum thickness 3 Xi" (provided ± Flame spread index 25 o ") r less and sm1oke-development index of 450 or-less is provided: Provided/Installed Bayseal Closed Cill Spray Foam Insulation report less than 4" (see products sheet) provides flame spread index of 25 or leis and smoke-development index less than 450 in accordance with ASTME84. Draped Foundation Wal Insulation Blanket (Residential Code Section R302.10.1 Insulation materials, Incuding facings shall have a flame spread index not to exceed 25 with an accompanying smoke. Development index not to exceed 45 . Provided/ Installed: "Ecotouch FlamE Spread 25 Fiberglass Insulation: (see product cut sheet) Provides a flame spread Index of less than 25 and smoke-development Index less than 50 in accordance with ASTM - espectfu ly submi ed, a D ARc �ogERT c/-/ Glen Cherve y IA, LEER AP Principal '9 02381 Q� T�OF NE�� MECHANICAL CORPORATION HEATING AND AIR CONDITIONING March 11, 2019 Michael J. Verity Town of Southhold Building Department Town Hall Annex Building 54375 Route 25 Southhold; NY 11971 Tel: (631) 765-1802 Fax: (631) 765-9502 Subject: Harvest Point Residential Units Dear Mr. Verity Please be advised that the basements of all the residential units at the above referenced project have been included in our Manual J load calculations. Best regards, Louis DeSantis President i. 20 Feldland Street, Bohemia: NY 11716• (631) 563-1298 • Fax: (631) 563-2954 GRCH ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH SUITE 202 1 ISLANDIA, NY 11749 WWW.GRCHARCHITECTURE.COM (631)864-3395 May 01, 2022 Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold, NY 11971 Att: Mr. Michael Verity Chief Building Inspector Re: Harvest Pointe at Cutchogue Screened in Rear Covered Porch Unit#58— Permit#46811 Dear Mr. Verity, The rear covered porch as depicted on the submitted architectural plans will be "screened in" as per the Planning Board's approval dated January 18, 2019. jGlenerveny, bmitted, ,��cRED ARC \5 �o,5ERT e �G� C-A AIA, LEED AP (P . 9TFOF NE��O GRCH ARCHITECTURE PC . 3750 EXPRESS DRIVE SOUTH SUITE 202 ISLANDiA, NY 11749 W W 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#58—Permit#46811 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. ;espefitted, ED ARc C9\� ��gERT Ch'F A, LEED AP Nk 0238ACJ �F NE�y SCOTT A. RUSSELLMICHAEL M. COLLINS, P.E. SUPERVISOR _ ,r a TOWN E1+tGINEER TOWN HALL - 53095 MAIN ROAD .�.rn :py TOWN OF SOUTHOLD,NEW YORK 11971 Tel. (631)-765-1560 �, '` Fax. (631)-765 N-9015 NgaiAE1 Cf1<i IN5 iTtlta�N SC3t t°Ffl(31 f3 NY OFFICE OF THE ENGINEER TOWN OF SOUTHOLD Brian Cummings June 3, 2022 Planner Southold Town Planning Department 54375 Main Road Southold, New York 11971 Re: Harvest Pointe—Units 47-58 & 103-104 Chapter 236 Inspection Dear Mr. Cummings: I have inspected Harvest Pointe and determined that the developer has achieved final stabilization for the front lawn areas of units 47-58& 103-104. The rear areas and some side areas have not achieved final stabilization but have been seeded and should be fully stabilized within two weeks. Additionally, the driveways of these units have not yet been paved but the base material has been placed and thoroughly compacted. 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 fourteen (14) 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, F Michael M. Collins, P.E. Town Engineer cc: Michael Verity, Chief Building Inspector OFFICE LOCATION: - DIAIL7NG ADDRESS: Town Hall Annex O ',��, P.O.Box 1179 54375 State Route 25 .a Q�..;` �;, Southold,NY 11971 ,.P (cor.Main Rd. &Youngs Ave.) ;a Telephone:631765-1938 Southold,NY www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD June 7, 2022 Mr. Henry Alia Rimor Development LLC . P.O. Box 908 Cutchogue, NY 11935 Re: Site Plan Inspection, Certificates of Occupancy Units 47—68, 103 & 104 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#47—58, 103 and 104 of the above-referenced Residential Site Plan have been completed based on the site inspection made on May 31, 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 fourteen (14) units. Please note that there are many ongoing conditions of the site plan approval, with the most relevant to the occupancy of the residential units being no parking of vehicles, equipment, or dumpsters and no staging of materials on the internal streets being used by residents. These conditions will continue to be enforced. This letter does not condone any changes from the approved site plan and approvals from other agencies. Please call the Planning Department with any questions. Respectfully, d- ac Donald J. Wilcenski Chairman cc: Michael Verity, Chief,Building Inspector Michael Collins, Town Engineer FIELD.INSPECTION REPORT DATE S � 777 7777 ONJ FOUNDATION(IST)N- 064 IST) o . FORA�ATION (2ND)'' : . 7-7 �.� • SCK /fit GGT. .��C�;: 1��.� •'•. . GCiG if �6GTTa . wG.Y#77G- So ( S7 . ROUG$FRAMING:& , ,3 PLUMBIN.G: _ "U`�G" 9 i b.s l Ta heC�.�c� AAA, .6 CG3GL j.ti� C •!�• b Te INSULATION.PER N.Y. STATE ENERGY CODE ®'' L" Co FIN ADD-r1b ":os"FFoi,r�or TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631) 765-9502 htti)s://www.soutlioldtownny.gov IFor Office Use Only D {�( PERMIT NO. �4 Building Inspector: L l DD Applications and forms must be filled out in their entirety.Incomplete applications SEP ' 3 2021 will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. PU't'z,DINTO DEPT. / TOWN OF SO€7HOLD APPLICAT,ION-POR 13WWIMG PERiV11T' Date: OWNER(S)OF PROPERTY:, Name: Rimor Development Tax Map#:SCTM#1000- 102.01 - 02- Physical Address: rQ O-M S l C- 8 e n Phone#: 631-678-2667 Email: teamalia65@gm I.com Mailing Address: CONTACT PERSON: Name:Henry Alia Mailing Address: PO Box 908 Cutchogue, NY 11935 Phone#: 631-678-2667 Email: teamalia65@gmail.com DESIGN PROFESSIONAL INFORMATION: Name:GRCH Architecture Mailing Address: 3750 Express Dr. South Islandia, NY 11749 Phone#: 631-864-3395 Email: CONTRACTOR INFORMATION: - Name:Rimor Development Mailing Address: PO Box 908 Cutchogue, NY 11935 Phone#: 631.-678-2667 Email: teamalia65@gmail.com DESCRIPTION OF PROPOSED CONSTRUCTION' 2NeW Structure ❑Addition ❑Alteration ❑Repair El Demolition Estimated Cost of Project: ❑Other $240,000.00 Will the lot be re-graded? i&es ❑No Will excess fill be removed from premises? ❑Yes 2No PROPERTY INFORMATION Existing use of property: Intended use of property: Condo-resitdential Date of Purchase: Name of Former Owner: i Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? i&es ❑No IF YES, PROVIDE A COPY. on file With building department- 0 Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorize3qnspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to 0 10.45 of the New York State Penal Law. Application Submitted By(print rle . Henry 12Authorized Agent ❑Owner Signature of Applicant: =[Date: < 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 thissA:wLt.,0_1 day of , 20� SHERRY PIRONE FNOT&�RY PUBLIC,STATE OF NEW YORK PROPERTY OWNER AUTHORIZgistration No. OIPI6388308 (Where the applicant is not the o ner) Qualified in Suffolk County Commission Expires March 04, 2023 I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name CONSENT TO INSPECTION the undersigned,do(es)hereby state: Owner(s)Name(s) That the undersigned (is) (are)the owner s)of the pre ises in e Tow of Southold, located at Q + s8 , which is shown and designated on the Suffolk County Tax Map as District 1000, Section NoZ,®1 ,Block ,Lot 03a . That the undersigned(has) (have)filed, or cause to be filed,an application in the Southold Town Building Inspector's Office for the fillowm V,� -44 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: [ d' =e at i•e `a— ( r nt Na e) (Signature) (Print Name) BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD -EP 2 0 2021 CO2 Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX(631) 765-9502 i-oger.richerL(cD-town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION. REQUESTED BY: Date: * Company Name: Name: License No.: j� email: m. 19 )ec Q-,4a _h()D, C?-, )Lin Address: Ps Z 4--1 Q-XB1 y (,o Phone No.: b1-1 L-- JOB SITE INFORMATION: (All Information Required) Name: if-D, Address: #'S&I CA IJT,%ntc I t9 M— Cross Street: Phone No.: Bldg.Permit#: Li(og I email: A—ecu-'n Tax Map District: 1000 Section: '� Block: C) Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Clircle A That Apply: Is job ready for inspection?: YES aNf Rough In Final Do you need a Temp Certificate?: ( YES NO issued On eypoJ al Tamp lnformaflop,5-�. (All information required) Service Size 3 Ph Size: _IS-C�� A # Meters Old Meter# Eew:DServi ie- Fire Reconnect- Flood Reconnect—Service Service Reconnected - Underground - Overhead Underground Lateralsrk , ) 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION 0 Ap 82-Request for Inspection FormAs ell, BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD o Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (631) 765-1802-FAX(631) 765-9502 m= = � Temporary Certificate # /C� L Date 2021 Customer Name HARV 155-r'%W Electrician Name -�- `r ,T I G - — -- - 1 Address FARMSTEA-D C+ -r rr* c Phone b e-mail e-mail M-r L jFZre YA- Cja CO Phone License # '77 d 0 M Size d A Phase . Overhead . -Underground #of Meters Remarks i 1 i #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. 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Please tak• otice that the:.{checkapplicable"Ine): I New commercia(.or.ressicientialstructure t n to exisfing�dq' -nmerciat'or residential,strucft-I'ro, Rehabilitation: on existing`ceritlierc(a( or res(de' , .. ,, . ,. ri�ai�"structure to be.consti ucfed`;�or pertormiat at the subject.=property reference above,wi(('utiii e (check app i' a6x1e'�Itr."e,): Truss-, pe•coristruction (TT) QQDL _y n •.' O Pre-engineered'Woo construction (PW)v_ _. -- _ Timber consfructioii in the following location(s) (check'aoplicabteOn. ) : i Floor framing, inc(udin girders and beams (F) Roof framing (R) Floor and roof fr i g -R) . 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APPROVED IN ACCORDANCE WITH BOARD OF � 0 M REVIEWDETERMINATION DATED 5-8— !7 ® M Uj z Z ~ i S11LIECT TO C4VgNANT, R'ESTRICT1GNS Lim z 2 � Z W Z o PAGE�2® � Z) 0 ® J a- r< CD J m o w ® O N = L � j SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES FOR OFFICE USE.ONLY OFFICE OF WASTEWATER MANAGEMENT 360 YAPHANK AVENUE,SUITE 2C,YAPHANK,NY 11980 Health Department Ref.No. (631)852-5700 OR HealthWWM@suffolkcountyny.gov APPLICATION TO UPDATE AN EXISTING PERMIT TO CONSTRUCT SEWAGE DISPOSAL 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. SECTIUN T_.; FOR ALL RENEWALS AND TRANSFERS EXISTING REFERENCE NUMBER: 810-17- C>l Tax Map No.: 1000 District Section Block Lot 2 ► (DIT 2 2 Name of"Current Applicant:.Rimor Deve'lopm"ent.LLC 631" 735_9200. " Tel#. ( . Mailing Add;ess•'PO Box,908,:Cutchogue; NY,11,935 :`teamalia65@mil. Email Address. g a com' „ 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 rfon"ried,'a new application will.be required SECTION1 • FOR TRANSFERS WITH PREVIOUS APPLICANT/AGENT PERMISSION Name of Previous Applicant/Agent: Tel#: - F I hereby transfer all rights and interest in the above referenced permigp,the new jplicaft*/ned above; Signature of Previous Applicant/Agent: ��°�� T� %ate: d . > :SE CTION:3'' FOR TRANSFERS WITHOUT PREVIOUS APPLICANT/AGENTSIOND mo Name of Previous Applicant's Architect/Engineer/Surveyor: ., ) - I hereby authorize the above named current applicant to use the previous applicant 4,1 /site plan for this project prepared by me;for the purpose of transferring the above named reference nurtend its site design. Architect/Engineer/Surveyor's signature: �,{ Date: SECTION.4 FOR ALL RENEWALS AND TRANSFERS Application is hereby made to[ I TRANSFER, REN W(check applicable) a permit to construct in accordance with this application,surveys and plans submitted. I hereb certify at I have examined this complete application and the statements therein are true and correct,and that all work shall be done in ac o ce 'th all applicable Town,County,State and Federal Laws. "Any false statement made herein is punishable as a misd o urs t to 210.45 of New York State Penal law" Signature of Current Applicant/Agent Date Print Name of Current Applicant/Agent enry li Title Agent/Project Manager DEPAR SE'ONLY' Permit is Transferred/ erne • .Until $ 23 Number of Bedrooms Approved Wei Signature of Department.Representative / i--� —�` ..Date WWM-104(Rev.02/12) U_Iwi 9"� Dvlxhk-t 0- 4 IWI V W NOTES: Z ►- Y THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE 1Z PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFOREARE ONOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, W PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. W 7 IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, Q PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FORANY PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED S p J J 4-m PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY.IF E E'�- AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE VIV/ U) ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND THE NOTATION-ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH MEADOW ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. COURT � COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED .L1 SUB PAVEMENT SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. `�%� NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS PROP OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED. CURBPREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE R =200.00' N 49°50'53" E N 49°50'53" E W CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES. SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS L= 16.58' 20.38' 39.6 Z OTHER THAN VISIBLE PERMANENT STRUCTURES. tL COPYRIGHTO NELSON&POPE,ENGINEERS AND SURVEYORS.ALLRIGHTS >-> L J RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED h - 00 N W IN OR BY ANY NYCF THE SU COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN (11 L!3 z SURVEYOR. rf) Lf)O O7 N C6 O _ MUNICIPALITIES1r^, THIS PLAN WAS PREPARED TO ASSIST IN OBTAINING FRAMING PERMITS FROM LOCAL j f) M 00 (Y) CQ "T U) a-{,b yl PUR OSE. AND IS NOT AUTHORIZED NOR GUARANTE D F(\\�\RQt1YEF zd' U) WWW 1 ® 1:J 13.0'o z � 7 /� 1 oI 1 a.2.5' 'i18.7' � � NOV 1 6 2021 I N18.91 o R=140.00' 0 q 1 c'i 4.0' ' 2.4' (6 3.3' I GARAGE I N L=37.19 BUILDING DEPT. 1 I I GARAGE I S 23011'01" E TOWN OF SOUTHOLD 5.3' —L ————I 3.4' 39.36' FOUNDATION ONLY �/' �R=112.00' [TOP OF FOUNDATION=36.8] 2.0' W L=29.72; '� ,s'O � N Of z.o' 2 0 UNIT 57 i UNIT 58 a 6 3 02313E R � � r0,A I - 2.0 '- `� (613.2- 2.01L6 R=112.00' 0 o n° 22.7' i 1 in X11.0'"' 14.4' c�i 16.0' v L=29.75' S 53037'34" E ¢ 1 LU O 51.14' HARVEST POINTE HOME OWNERS uji , U ;t _ Q` ASSOCIATION DESIGNATION LINE —R=112.00 ¢ n �' S� R=300.00' — — ' AND L=479.10' S 51°35'40"W 92.91' — �— S 38°°24'18" E 1 U) 96.29' 04 Ile R=410.00' I S 24°33'07"W L=450.51' 107.80' / S 65026'53" E O��' 167.99' (ACTUAL) 11-02-2021 FOUNDATION LOCATION FOUNDATION AS-CONSTRUCTED SURVEY _ _ 49.54 ��c S52°55'20"W FOR UNITS 57 - 58 R=2785' �`� �P I S37004'40"E HARVEST POINTE CONDOMINIUM 2 UNIT DESIGNATION MAP OF L=77.85' I � S 49009'21" E LU If 95.00' I FILE NO.:490 FILED September 28, 2020 I'- z r SITUATEDAT 238'82 w 5 1 TOWN OF CUTCHOGUE S 40052'38" E 7 W TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK SOUTHOLD S.C.T.M.DISTRICT 1000,SECTION 102.01,BLOCK 02.00,LOTS 031.000&032.000 27.03' Ir NELSON & POPE Z S52°55'20"W �' 3: 5 t 19.24' V _ _ <L 1 — — SN�e �_ 572 WALT WHITMAN ROAD MELVILLEENGINEERS & RS ,N.Y. 1174Z W _ ` r PHONE(631)427-5665 FAX(631)427-5620 I ILL. W WWW.NELSONPOPE.COM LL R INDIVIDUALSURVEYS 6 SCHOOL HOUSE LANE DRAWN BY: NP CADD No.: 00026 IS SCALE: CHECKED BY: MS FILE NO.: SHEET NO.: 'I OF'I DATE: 11-04-2021 PROJECT NO.: 00026 , =30' 73 SWEET I ; NOTES: I THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE W MEADOW E�D O W PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE (� I V' COURT II ; NOT INTENDED S. GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, I � PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. 9C Uj 0 C SUB PAVEMENT IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, Q 1 = . '+ J Z PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION ENS FOR ANY M U_ yy VVT B.B. CURB II I PERSON,UNLESS GI IS ACTING UNDER THE DIRECTION OFA LICENSED • y,� PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN REM IN ANY WAY.IF U I a �`E S-I_ -0 WATER WMgIN W-W-W 3 Q AN ITEM ALTER NG ENRGNNEER O LAND SURG THE SEAL OF AN ENGINEER VEYOR SHALL AFFIX O THE LAND SURVEYOR ITEM HIS ALTERED.EAL AND �C THE NOTATION-ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH O �_ +C 6� W I GAS SERVICE ALTERATION,AND ASPECIFIC DESCRIPTION OF THE ALTERATION. Q® CO CO 441 m O W W COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED U.O �(0 v _ DROP CURB I N SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BEA VALID TRUE COPY. cau v J NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS U .��' •L C7 E r W I 1:13W Q' W D. J OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED. I / Q WO < W I W W , II I J g r mjQW mW>W ¢U UNDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED }•- Q� / W-0-� W�CLO<w �> t7tL AS TO ACCURACY,EXISTENCE,EXACT LOCATION,TYPE OR USE,ACTIVE OR INACTIVE. G z4, CJ3 47 {� ELEC. 3 �0w0 ZX 3: w I I ; ELECTRIC AND GAS UTILITY LOCATION PROVIDED FROM PSEG DISTRIBUTION DESIGN O IU_ c� ��. � \� METER m OO m U PLAN DATED 7/21/18.LOCATION OF GAS AND UTILITY IS APPROXIMATE AND LOCATED IU � `G 13.0'o 0 � TYPICALLY IN THE SAME TRENCH.ACCURACY OF UTILITY IS NOT GUARANTEED NOR IS ELEC. THERE ANY GUARANTEE THAT ALL EXISTING UTILITIES ARE SHOWN ON THIS MAP. �1 LL, g r. iv 17.0' METER [au 3 CONSULT WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR Q y� GAS. r� 18.7' c E -E E -H FURTHER DESIGN. METER 2.5' 1 N 18.9' G c�4.0' N io GAS' 3 PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE Q95P. •(y�j 3.3, 1 GARAGE I I N METER cau CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, O v SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS E U Lp I I GARAGE i I I 3 Z OTHER THAN VISIBLE PERMANENT STRUCTURES. -- 1 COPYRIGHTO NELSON 8 POPE,ENGINEERS AND SURVEYORS.ALL RIGHTS o a ,p C 5.3' ____1 3.4' m UL7u U Q RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, ILL. x RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN 1 rR OW 1 STY FRAME RESIDENCE 2'0 W PERMISSION OF THE SURVEYOR. UNIT 57 F, m CDcau 0 Q ADDITIONAL IMPROVEMENTS AND/OR POSSESSION,IF ANY,NOT LOCATED,NOT p ZOO 2.0' i UNIT 58 I I-1 3 srlowN W I o ALL SANITARY PIPING 4"&S"SDR-35,TYPICAL. =ct" U� 2.0' DIP INV. 2.0'n 158.4' au 3 Q� 13.2' 34 Ob o 33.73 22.7' i•� 2 0''° ��CF NE�y 16.0' v A 11.0' � 14.4' MCO TYP. a B INV.33.65 INV. VID p O 33.97 4"SDR-35 CD N PIPE,TYP. NV. INV. I 1 NV. 33.14 CO IN MH O s 89 s SAT GRADE ING r • ST 3,.2 INV. INV.33.38 P {'' .• / D 33.02 INV28.4' 6"SDR-35 32.01 PIPE,TYP.@ 1.27% xf 13 INV. �C�o•0502 30.47 EL NO S 10'OX10' DEEP L.P. (1F� •'¢A .q AN 01 2022 1102-2021 FOUNDATION LOCATIONSANITARY AS-CONSTRUCTEDS F�'/,,E*�,,a;'��I�� 02-23-2022 AS-BUILT SANITARY FOR UNITS 57 - 58 SANITARY SYSTEM AUNIT DESIGNATION MAP OF AS-BUILT HARVEST POINTE CONDOMINIUM 2 STRUCTURE NAME TIE E A TIE B FILE NO.:490 FILED September 28,2020 UNITS#57-58 SITUATED AT ST-1 29.8' 66.2CUTCHOGUE TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK ST-2 35.3' 68.4' S.C.T.M.DISTRICT 1000,SECTION 102.01,BLOCK 02.00,LOTS 031.000&032.000 LP 47.8' 75.1' vOL NELSON + POPE HEALTH DEPARTMENT REFRENCE NUMBERS&AREA'S engineers•architects•surveyors UNIT No. HD REF No. HABITABLE AREA GARAGE AREA TOTAL GROSS FLOOR AREA 70 Maxess Road,Melville,NY 11747. 631.427.5665.nelsonpope.com 57 R10-17-0111 1,599 S.F. 363 S.F. 1,962 S.F. INDIVIDUALSURVEYS _ 7-7 DRAWN BY: NP CADD No.: 00026 IS SCALE: --�• y58 --��;, R10 170112' 1,599 S.F. 363 S.F. 1,962 S.F. CHECKED BY: MS FILE NO.: SHEET NO.: 1 OF 1 DATE: 03-01-2022 PROJECTNO.: 00026 V.=30' NOTES: THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, ,SWEET IT AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, Z PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY MEADOW COURT O PERSON,UNLESS HEIS ACTING UNDER THE DIRECTION A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY.IF ll.l AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE LU S.UB � ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND PAVEMENT R=200.00' r n THE NOTATION*ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH CL v, ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. B.S. CURB L= 16.58' J J (O COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. N 49050'53" E N 49°50'53" E J NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS LO 0�2 .38' 39.62' OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED. r1z f T (L PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE C,BOk M CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, LU SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS ®oOF�yH _ _ DROP CURB _ - OTHER THAN VISIBLE PERMANENT STRUCTURES. ~ � N LU COPYRIGHTO NELSON 8 POPE,ENGINEERS AND SURVEYORS.ALL RIGHTS ODI ¢W jx N U) W O E.BOX :a. (6 RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, q� m W ¢W>� O M ®C.BOX N Cs7 RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED k W>a� to O mL11 LU O M °OO L0 IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN j ELEC. �03m Lal 00000 M PERMISSION OF THE SURVEYOR. 3 METER ch I- -m z U GAS. ^13.0v Z iv 17.0' ELEC. 2 METER 18.7' b c METER R=140.00' O ;a 2.5' b GASB. U Ld I fV 18.9' v,2.4' I I C,114.0' ME ER L=37.19' m 3,3' I GARAGE I I I I GARAGE I � Lw S 23011'01 E /1 f/34' I . z 39.36 5.3' —L--__I 0 a; 1 STY FRAME RESIDENCE " I� �R=112.00' 2 a .o' " W L=29.72' UNIT 57 I RLU oo SOF NE<�Y rj W O 2.0' F.FL.6 37.0 UNIT 58 �Q Di S 38°23'13" E Zo 0, G.FL.k 36.4 2.0'_ a 62.34' R 7.Q`��pPVID p�T O� Oco Z 13.2' wS o EO 22.7' z.o'� R=112.00' 11.0' 1a.a' o N 1s.a a ~—L=29.75' r� �a � is CO iv \ o coo �W o S 53°37'34" E j I w + "�=xlL O lar �3 1s.s' - �R/OCONCLOSUR E 0_Z~ RE CLOSURES U �t ® v502�3 LOSURE W3 CO ENCLOSURE ` ---R=112.00' Q O tS R=300.00' - e - - - - Lj- L=29.75' r` M 5� L=479.10' S51°35'40"W 92.91' I U) A�Q 0ST-2 HARVEST POINTE HOME OWNERS I `S 38024'18" E aj ASSOCIATION DESIGNATION LINE96.29' N I R=410.00' OLP S 24033'07"W L=450.51' I ' 107.80' �. S 65026'53" E �0Z� 1_67.99' (ACTUAL) 49.54' - - �� S52°55'20"W R=275.00 �� vP I S37°04'40"E 11-02-2021 FOUNDATION LOCATION FINAL SURVEY L=77.85' 02-23-2022 SANITARY AS-BUILT FOR UNITS 57 Sc 58 S 49°09'21" E W 95.00' I 04-27-2022 FINAL SURVEY z UNIT DESIGNATION MAP OF 238'82 w g 1 TOWN OF HARVEST POINTE CONDOMINIUM 2 S 40052'38" E > W FILE NO.:471 FILED January 09,2018 27.03' a z I SOUTHOLD CLI CM AT HOGUE S52055'20"W = O TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK 19.24' Y — Q I — — S.C.T.M.DISTRICT 1000,SECTION 102.01,BLOCK 0200,LOTS 031.000 a 032.000 , LLW � ` NELSON ♦ POPE U- W — 7 Af engineers•architects•surveyors SCHOOL HOUSE LANE 70 Maxess Road,Melville,NY 11747. 631.427.5665. nelsonpope.com DRAWN BY: NP CADD NO.;INDIVIDUAL800R 26Y_IS SCALE: CHECKED BY: MS FILE NO.: SHEET NO.: 1 OF 1 DATE: 05-04-2022 PROJECT NO.: 00026 1 =30' s h i S S7 fSg Oa4 APP 0. -.S,NOTED PLUMBER CERTIFICATION ON LEAD CONTENT BEFOP? DATE:..-- CERTIFICATE OF OCCUPANT. FEE:. BY: - SOLDER USED IN WATER N OTI . v;-BULDING DEPARTMENT,,AT SUPPLY SYSTEM CANNA' 765=1802'-'.::_4,A'M%.TO 4 PM F014.'.THE EXCEED 2(10 OF I% I r FOLL'OW!NG.:l-t4SPECTIONS':-.,I`"'I . �*O._TWO.-REQUIRED REQ ' ' 1. :FOUNDATKX,_ 'FOR FOURED CdNCRETE, 2:,.ROUGH`-,,'FR,AMING & PLUMBING 3'.'- INSLILAtION, 4. FINAL -`CONSTRUCTION MUST P.-LUMBING _bECOMPLETE FOR C.O. PLUMBING WASTE ._ .j,&'VVG ATER LINES NEE-L ALL.,'CONSTRUCTION SHALL MEET THE T BEFORE COVER N REQUIREMENTS OF THE CODES OF NEW YORK .STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. ELECTRICAL INSPECTION REQUIRED COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES TRUSS PLACARDING REQUIRED AS REQUIRED AND CONDITIONS OF S01-11HOLD TGWN ZRA sOuTF101-0 TOWN PLANNING BOARD PO'-.N -.PROCEED WITH ------- SQUTH01OWIMSTEES .-YRAWNOTG UNTIL SURVEY FOUNDATION LOCATr :-' .-_#iASBEEN APPROVED OCCUPANCY OR Blower door USE IS UNLAWFUL and ductwork WITHOUT CERTIFICA- testing required. IF OCCUPANIC" Fire separation required as per Must provide Manuals NYS Code D, J and S as per NYS Energy Code RETAIN STORM WATER RUNOFF All exterior lighting PURSUANT TO CHAPTER 236 installed,replaced or OF THE TOWN CODE, repaired shall conform to Chapter 172 of the Town Code P ICABLE CODES: R302.12 Draftstopping. In combustible construction where there is usable space both above and below the concealed space of a floor-ceiling assembly, Section R at Foam Plastic U a) TABLE R405.1 (_ PLANS ARE IN CONFORMANCE 1fyITH THESE APL Z draftstops shall be installed so that the area of the concealed space does not exceed 1,000 square feet. Draftstopping shall divide the concealed R316.1 Galeral. The provisions of this section shall govern the materials, design, application, construction and installation of foam plastic materials. Properties of Soil Classified According to the Unified Soil Classification System W CC '' D E 0 F NEW YORK STATE space into approximately equal areas. Where the assembly is enclosed by a floor membrane above and a ceiling membrane below, draftstopping shall R316.2 Laoeling and identification. Packages and containers of foam plastic insulation and foam plastic insulation components delivered to the job site shall bear UNIFIED SOI 2 ^ 0 2020 RESIDENTIAL CO be provided in floor-ceiling assemblies under the following circumstances: th+ label of an approved agency showing the manufacturers name, the product listing, product identification and information sufficient to determine that the SOIL CLASSIFICATION VOLUME 20 20 EX I STING BUILDING C 0 D E 0 F NEW YORK STATE 2. Floor framing is constructed of truss-type open-web or perforated members. erd use will comply with the requirements. GROUP SYSTEM SOIL DESCRIPTION DRAINAGE FROST HEAVE POTENTIAL U 2020 FIRE CODE 0 F N E'iN YORK STATE R 302.1.12.1 Materials. Draftstopping material shall be not less than 1/2 inch gypsum board, 3/8 inch wood structural panels. R316.4 Thermal barrier. Unless othervrise allowed in Section R316.5, foam plastic shall be separated from SYMBOL CHARACTERISTIes POTENTIAL EXPANSION Q �}� t , _ GW WELL GRADED GRAVELS, GRAVEL SAND MIXTURES, ❑ r ' U 0 2020 MECHANICAL CODE OF NEW YORK STATE the interior of a building by an approved thermal barrier of not less than inch gypsum wallboard. LITTLE oR No FINES coop Low Low �,/ °' R302.13 Fire protection of floors. Floor assemblies that are not required elsewhere in this code to be fire-resistance rated, shall be provided with a 1/2 inch R316.5.3 Attics. The thermal barrier specified in Section R 316.4 is not required where all of the following apply: GP POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES, GOOD LOW LOW O_ N S L) 20 20 P LU M B I N G C 0 D E O F NEW YORK STATE gypsum wallboard membrane, 5/8 inch wood structural panel membrane, or equivalent on the underside of the floor framing member. 1.Attic access is required by Section R807.1. LITTLE OR NO FINES GROUP I SW WELL GRADED SANDS, OR GRAVELLY SANDS, f 4� � fn � v 2.The space is entered only for purposes of repairs or maintenance. LITTLE OR NO FINES GOOD LOW LOW 0 -rt-+ 2020 PROPERTY MAINTEfJANCE CODE OF NEW YORK STATE AND NEPA Exceptions: 3.The foam plastic insulation has been tested in accordance with Section R316.6 or the foam plastic insulation is protected against ignition using 3/8 inch SP POORLY GRADED SANDS, OR GRAVELLY SANDS, ❑ V � � 20 20 NEW YORK STATE ENERGY C 0 N S E RVATI 0 N C 0 N STR U CTI 0 N C 0 D E- 4. Woad floor assemblies Sing dimension lumber or structural composite lumber equal to or greater than 2 inch by 10 inch. gypsum board. urnE OR NO FINES G000 LOW LOW - 0 0 N�- R316.5,11 Sil lates and headers. Foam lastic shall be rmitted to be s ra a lied to sill lates and headers or installed in the erimeter oist s ace without the GM SILTY GRAVELS, GRAVEL SAND SILT MIXTURES D MEDIUM Low F•- co Z _ P P Pe P Y PP P P 1 P 0 .� _ th;rmal barrier specified in Section R316.4 subject to all of the following: SM SILTY SAND, SAND SILT MIXTURES GOOD MEDIUM LOW Z V � � as� RESIDENTIAL PROS ISIONS Section R303 L" aU)•- 1.The thickness of the foam plastic shall be not more than 3Y inch. Gc CLAYEY GRAVELS, GRAVEL SAND CLAY MIXTURES MEDIUM MEDIUM LOW Q Q W e M 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. sc CLAYEY SANDS, SAND CLAY MIXTURES MEDIUM MEDIUM LOW U o -oro, v SECTION R101 R303.1 Habitable rooms. Habitable rooms shall have an aggregate glazing area of not less than 8 percent of the floor area of such rooms. 3,The foam plastic shall have a flame spread index of 25 or less and an accompanying smoke developed index of 450 or less when tested in accordance ML INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR, _ � � GENERAL Exceptions: ,� 1. The glazed areas need not be operable where the opening is not required by Section R310 and a whole-house mechanical ventilation system is wish ASTM E 84 or UL 723. SILTY OR CLAYEY FIND SANDS OR CLAYEY SILTS WITH MEDIUM HIGH Low U M M installed in accordance with Section M1507. GROUP 2 SLIGHT PLASTICITY R101.2 The rovisions of the 2020 Residential Code of NYS for One and Two Family Dwellings shall apply to the construction, alteration, movement, enlargement, W M CL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, ��rr�� P 2. The lazed areas need not be installed in rooms where Exce tion 1 is satisfied and artificial li ht is rovided that is ca able of roducin an Section R317 Protection of Wood and Wood-Based Products Against Decay GRAVELLY CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN MEDIUM MEDIUM MEDIUM V replacement, repair, equipment, use ami occupancy, location, removal and demolition of detached one and two family dwellings and townhouses not more 9 P q P P P 9 R317 All sills and lates on exterior foundation wall to be ressure reservativel treated in accordance with AWPA U1. CLAYs TO Low n three stories above rade lane in hei ht with a separate means of egress and their accessory structures not more than three stories above grade overage illumination of 6 footcandles (65 lux) over the area of the room at a height of 30 inches above the floor level. P P P Y tha 9 P 9 a R303.8 Exterior stairway illumination. Exterior stairways shall be provided with an artificial light source located at the top landing of the stairway. Exterior Foundation wood girders: wood girders seated in exterior foundation walls to have min. 1/2 inch air space all sides or ends wrapped with aluminum plane in height. stairways providing access to a basement from the outdoor grade level shall be provided with an artificial light source located at the bottom landing flcshing. > t of the stairway. R317.1 Location required. Protection of wood and wood-based products from decay shall be provided in the following locations by the use of naturally durable wood R404.1.6 Height above finished grade. Concrete and masonry foundation walls shall extend above the finished grade adjacent to the foundation at all points or wood that is preservative-treated in accordance with AWPA U1 for the species, product, preservative and end use. a minimum of 4 inches where masonry veneer is used and a minimum of 6 inches elsewhere. R202 Definitions: Section R305 R317.1.1. Feld treatment. Field-cut ends, notches, and drilled holes of preservative-treated wood shall be treated in the field in accordance with AWPA M4. R404.1.7 Backfill placement. Backfill shall not be placed against the wall until the wall has sufficient strength and has been anchored to the floor above, or Continuous Insulation: Insulating material that is continuous across all structural members without thermal bridges other that fasteners and service openings. Ceilin Hei ht R317.3 Fasteners and connectors in contact with preservative treated and fire retardant treated wood. Fasteners, including nuts and washers, and connectors in has been sufficiently braced to prevent damage by the back fill where the unbalanced height of fill exceeds 4 feet. It is installed on the interior or exterior or is integral to any opaque surface of the building envelope. 9 Minimum ceilin hei hts of 6'-8" in bathrooms toilet rooms & laund rooms. contact with preservative treated wood and fire retardant treated wood shall be in accordance with this section. The coating weights for zinc coated Section R405 Foundation Drainage Z Mezzanine: An intermediate level or levels between the floor and ceiling of any story. R305.1 Minimum height. Minimum ceiling heights of 7 0 in habitable rooms. g g ry fasteners shall be in accordance with ASTM A 153. Stainless steel driven fasteners shall be in accordance with the material requirements of ASTM F 1667. R405.1 Concrete or masonry foundations. Drains shall be provided around concrete or mason foundations that retain earth and enclose habit O Windbome Debris Region: Areas within hurricane-prone regions located within 1 mile of the coastal mean high water line where the ultimate design wind Exceptions: usable s es ry a e or �, howerhead shall have a ceilin hei ht of not less than 6 feet 8 inches above an area of not less than 30 pat located below grade. Drainage tiles, gravel or crushed stone drains, perforated pipe or other approved systems or materials shall be 2. A shower or tub equipped with a s g 9 R 319.1 Address identification. Buildin s shall be rovided with a roved address identification. The address identification shall be le ible and laced in a osition installed at or below the top of footing or below the bottom of the slab and shall dischar e b ravi or mechanical means into on a roved U speed (Vult) is 130 mph or greater. 9 P PP g• p p g y g ty pp � inches by 30 inches at the showerhead. that is visible from the street or road fronting the property. Address identification characters shall contrast with their background. Address numbers shall drainage system. � Beams irders ducts or other obstructions in basements containin habitable s ace shall be permitted to project to within 6 feet 4 inches of the As an alternative to the re uirements in Section R301.1, the following standards are permitted subject to the limitations of this code 3. , g 9 P be Arabic numbers or alphabetical letters. Numbers shall not be spelled out. Each character shall be not less than 4 inches in height with a stroke with Exception: A drainage system is not required where the foundation is installed on well drained round or sand ravel mixture with soil F' a five rovisions. 9 9 s according � R301.1.1 and t t p 4 of not less than 0.5 inch. Where required by the fire code official, address identification shall be provided in additional approved locations to facilitate to the unified Soil Classification System, Group I Soils, as detailed in Table R405.1. and the limitations therein. Where engineered design is used in conjunction with these standards, the design shall comply with the Building Code, finished floor. 1. AWC Wood Frame Construction Manual (WFCM). (2015 EDITION) R308.4 Hazardous locations. The locations specified in Sections R308.4.1 through R308.4.7 shall be considered to be specific hazardous locations for the emergency response. Where access is by means of a private road and the building address cannot be viewed from the public way, a monument, pole or purposes of glazing. other sign or means shall be used to identify the structure. Address identification shall be maintained. Z R301.1.3 En ineered design. Where a building otherwise conventional construction contains structural elements exceeding the limits of Section R301 or othenv Tse not R308.4.2 Glazing Adjacent to doors. Glazing in an individual fixed or operable panel adjacent to a door shall be considered to be a hazardous location where Section R406 Foundation Waterproofing and Dampprooflng 0 9 the bottom exposed edge of the glazing is less than 60 inches above the floor. .1 Concrete and masonry foundation dampproofing. Except where required to be waterproofed, foundation walls that retain earth and enclose interior � onformin to this code these elements shall be desi ned in accordance with accepted engineering practice. The extent of such design need only Section R321 Elevators and Platform Lifts spaces and floors below grade shall be dampproofed from the higher of (a) the top of the footing or (b) 6 inches below the top of the basement O c 9 9 rovisions and shall be corn atible with the erformance of the conventional framed 1. Where the glazing is within 24 inches of either side of the door in the plane of the door in a closed position. R 321.1 Elevators. Where provided, passenger elevators, limited use and limited application elevators or private residence elevators shall corn ly with ASME A17.1 CSA floor to the finished rade usin a bituminous coatin . LL demonstrate compliance of nonconventional elements with other applicable p p P system. Engineered design in accordance with the International Building Code is permitted for buildings and structures, and parts thereof, included in the 2. Where the glazing is on a wall less than 180 degrees from the plane of the door in a closed position and within 24 inches of the hinge side of B44. P / 9 9 9 scope of this code. an in-swinging door. Re 321.2 Platform Lifts. Where provided, platform lifts shall comply with ASME A18.1. 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 one-half of the backfill) Z ` 1 J R308.4.6 Glazing adjacent to stairs and ramps. Glazing where the bottom exposed edge of the glazing is less than 36 inches above the plane of the adjacent walkin surface of stairwa s landin s between fli hts of stairs and ramps shall be considered to be a hazardous location. heioght and covered with strips of 30 pound asphalt paper or 6 MIL polyethylene to permit water seepage while avoiding infiltration of fine soils. /� R301.2.1 Wind design criteria. Buildings and perttons thereof shall be constructed in accordance with the wind provisions of this code using the ultimate design wind 9 Y 9 9 � V J Section R322 Flood Resistant Construction The remainder of excavated area shall be backfilled with the same type of soil as was removed during excavation. ❑ Exceptions: R 322.1 �.-General. Buildings and structures constructed in whole or in part in flood hazard areas, including A or V Zones and Coastal A Zones, as established in Table T speed in Table R301.2(2) as determined from Figure R301.2(5)B. 1. Glazing adjacent to walking surface and rail is installed 34"-38" above landing. R301.2(1), and substantial improvement and repair of substantial damage of buildings and structures in floor hazard areas, shall be designed and R408.1 Ventilation. Crawl space vents: Provide 1 s.f. of venting per 150 s.f. of floor area unless ground surface is covered b a class one va or retarder W I in in windbome debris re ions shall be rotected to meet the requirements of the large missile test of ASTM E1996 & 2. Glazin 36 inches or more measured horizontal) from the walkin surface. Y P R301.2.1.2 Protection of openings: Window g az g g P 9 Y 9 constructed in accordance with the provisions contained in this section. Buildings and structures that are located in more than one flood hazard area shall material. If this retarder material is used, provide 1 s.f. of venting per 1500 s.f. floor area. Install vents within 3 feet of each comer of ASTM E1886 per section 301.2.1.2.1. Garage door glazing shall meet impact-resisting standards or ANSI/DASMA 115. comply with the provisions associated with the most restrictive flood hazard area. Buildings and structures located in whole or in part in identified foundation. hickness of not less than 7 16" and s an not more than 8'-0" shall be permitted for opening protection. Panels Section R310 Emergency Escape and Rescue Openings floodways shall be designed and constructed in accordance with ASCE 24. R408.4 Crawl space access panel to be min. 18" by 24". Openings through perimeter wall shall be not less than 16' by 24". Exception: Wood structural panels with a t / P hed to the fi•amin surroundin the o enin . Panels shall be redrilled and secured with the attachment hardware provided. UNFINISHED BASEMENTS IN A SINGLE FAMILY HOME & IN EACH TOWNHOUSE UNIT BASEMENT, ARE REQUIRED TO HAVE AT LEAST ONE EMERGENCY ESCAPE R 322.1.5 Lowest floor. The lowest floor shall be the lowest floor of the lowest enclosed area, including basement, and excluding any unfinished flood-resistant shall be precut and attac g 9 P 9 P enclosure that is useable solely for vehicle parking, building access or limited storage provided that such enclosure is not built so as to render the building AND RESCUE OPENING PER SECTION R310. (Egress window & window well) R502.2.2 Blocking and subflooring. Blocking for fastening panel edges or fixtures shall be a minimum of utility grade lumber. 'Subflooring shall be wood ~"� R310.1 Emergency escape and rescue opening required. Basement shall have not less than one operable emergency escape and rescue opening. or structure in violation of this section. structural panels as specified in Section 503.2. Freblocking shall be of any grade lumber. F•� TABLE R301.2(1) nd sca a rescue o enin s shall have a net clear o enin of not less than 5.7 s uare feet. The net clear R 322.1.6 Protection of mechanical, plumbing and electrical systems. Electrical systems, equipment and components; heating, ventilating, air conditioning; plumbing » R310.2.1 Minimum opening area. Emergency a e p p g P 9 q a liances and lumbin fixtures• duct s stems• and other service a ui ment shall be located at or above the elevation re uired in Section R322.2 or R502.4 Joists under bearing partitions: Provide 2x full depth blocking ® 48 o.c. max. where beam is not located under wall to allow for � in or vents. IGH CRITERIA PP 9 w . CLIMATIC AND GEOGRAPHICAL height opening shall be not less than 24 inches and the net clear width shall be not less than 20 inches. pip P 9 y q P q R502.6 The ends of each oist, beam or irder shall have not less than 1 1 2 inches of bearin on wood or metal and not less than 3 inches of bearing n , Wind Desi n SUBJECT TO DAMAGE FROM WINTER ICE BARRIER Air Mean R310.2.2 Window sill hei ht. Where a window is rovided as the emergency escape and rescue opening, it shall have a sill height of not more than 44 inches R322.3, j 9 / g f� GROUND 9 SEISMIC FLOOD 9 P Exice tion: Locatin electricals stems, a ui ment and corn onents; heatin , ventilatin , air conditionin ; lumbin a liances and lumbin fixtures; duct on masonry or concrete or alternatively, the ends of joist shall be supported on a 1"x4" ribbon strip and shall be nailecd to adjacent stud. W W SIGN DESIGN UNDERLAYMENT Freezing Annual above the floor, where the sill hei ht is below rade, it shall be provided with a window well in accordance with Section R310.2.3. P 9 Y q P P 9 9 9 P 9 PP P 9 W SNOW SPEED To ogrophical Special Wind DE FROST LINE HAZARDS g q s stems• and other service a ui ment is ermitted below the elevation re uired in Section R322.2 or R322.3 rovided that the are esi a R502.7 Lateral restraint at su orts. Joists shall be su orted lateral) at ends b full de th solid blockin r P TERMITE DECAY TEMP REQUIRED Index Tem I res of the window well shall be not less than 9 s uare feet with a horizontal rojection and width of not less than 36 Y q P P q p y d gn d and installed to PP PP Y Y P g o by attachment to band or rim joist. i;n LOAD m h Effects Wind bourne CATEGORY WEATHERING DEPTH P R310.2.3 Window wells. The horizonta a q P ( P ) c esca a and rescue o enin to be full o ened. prevent water from entering or accumulating within the components and to resist hydrostatic and hydrodynamic loads and stresses, including the effects of R5D2.8.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural glue-laminated members, ❑ Re Ion Debris inches. The area of the window well shall allow the emergen y p p g y P - 9 r to s usable with buoyancy, during the occurrence of flooding to the design flood elevation in accordance with ASCE24. Electrical wiring systems are permitted to be located cross-laminated timber members or I-joists are prohibited except where permitted by the manufacturer's recommendations or as shown on these r ^ zone R310.2.3.1 Ladder and steps. Window wells with a vertical depth greater than 44 inches shall be equipped with a permanently affixed Iadde es s p bellow the required elevation provided that they conform to the provisions of the electrical part of this code for wet locations, drawings. m V J 10 the window in the fully open position. Ladders or rungs shall have an inside width of not less than 12 inches, shall project not less than 3 inches MODERATE SLIGHT To R 322.1.7 Protection of water supply and sanitary sewage systems. New and replacement water supply systems shall be designed to minimize or eliminate infiltration R502.11.1 Wood Truss Desi n Wood trusses shall be desi ned in accordance with a roved en ineerin ractice & be re ared b a re istered truss desi n 20 140 NO (B) SEVERE 36» TO HEAVY MODERATE Degrees Yes X 1500 from the wall and shall be spaced not more than 18 inches on center vertically for the full height of the window well. of flood waters into the s tem in accordance with the lumbin rovisions of this code. 9 9 PP 9 9 P P P Y 9 g ❑ O R310.2.3.2 Drains e. Window wells shall be desi ned for ro er drains e b connectin to the buildin 's foundation drains e s stem re uired b Section R405.1 � P 9 P professional where required by the statues of the jurisdiction in which the project is to be constructed. g 9 P P 9 Y 9 9 9 y q Y R 322.1.8 Flood-resistant materials. Building materials and installation methods used for flooring and interior and exterior walls and wall coverings below the elevation or by an approved alternative method. required in Section R322.2 or R322.3 shall be flood damage-resistant materials that conform to the provisions of FEMA TB-2. R301.2.1.4 Exposure category. Exception: A drainage system for window wells is not required where the foundation is on well-drained soil or sand-gravel mixture soils in accordance R 322.2.2 Enclosed area below design flood elevation. Enclosed areas, including crawl spaces, that are below the Section R506 Concrete Floors (On Ground) 1. Exposure B. Urban and suburban areas, wooded areas or other terrain with numerous closely spaced obstructions having the size of single family dwellings with the United Soil Classification System, Group I soils, as detailed in Table R405.1. R506.1 Concrete slab on grades to be min 3-1/2 inches thick. . .� (� design flood elevation shall: R506.2.2 Base. A 4 inch thick base course consisting of clean graded sand, gravel, crushed stone, crushed concrete or crushed blast-furnace slag passing V or larger. Exposure B shall be assumed unless the site meets the definition of another exposure. R311.6 Hallways: min. 36" clear width. 1. Be used solely for parking of vehicles, building access or storage. osure C. 0 en terrain with scattered obstructions havin a hei ht less than 30 feet extending more than 1500 feet. Exposure D extends downwind R311.7 Stairways a 2-inch sieve shall be placed on the prepared subgrade where the slab is below grade. Z) fitted handrail hei ht and below the re uired headroom Exception: A base course is not required where the concrete slab is installed on well-drained or sand- ravel mixture soils classified as Grou I 2. Exp p g g 2. Be provided with flood openings that meet the following criteria and are installed in accordance with Section R322.2.2.1: 600 feet from the partially obstructed area. Includes flat open country and grassland. R311.7.1 Width. Stairways shall be not less than 36 inches in clear width at all points above the perm g q 9 P � 2.1 The total net area of non-egineered openings shall be not less than 1 square inch for each square foot of enclosed area where the enclosed area accordin to the United Soil Classification S stem in accordance with Table R405.1. Q 3. Ex osure D. Flat, unobstructed areas exposed to wind flowing over open water for a distance of not less tan 5000 feet. Exposure D extends downwind 600 height. The clear width of the stairway at and below the handrail height, including treads and landings, shall be not less than 31 % inches where a 9 Y is measured on the exterior of the enclosure walls. R506.2.3 Vapor retarder. A 6-mil (0.006 inch) polyethylene or approved vapor retarder with joints lapped not less than 6 inches shall be placed between ~ P handrail is installed on one side of 27 inches where handrails,are provided on both sides. R 322.2.2.1 InsRallation of o enin s. The walls of enclosed areas shall have o enin s installed such that: � feet from the unobstructed area. P 9 P 9 the concrete floor slab and the base course or the re ared sub rade where no base course exists. The va or retarder is not re uired for Gara es, R311.7.2 Headroom. The headroom in stairways shall be not less than 6 feet 8 inches. P P 9 p q ' g � U R301.3 Story Height. The wind provisions of this code shall apply to buildings with story heights not exceeding 11 feet 7 inches and the laterally unsupported R311.7.3 Vertical rise. A flight of stairs shall not have a vertical rise larder than 151 inches (12.58') between floor levels or landings. 1. There shall be not less than two openings on different sides of each enclosed area; if a building has more than one enclosed area below the design utility buildings and other unheated accessory structures. Z bearing wall stud height permitted by Table R602.3(5). Individual walls or wall studs shall be permitted to exceed these limits as permitted by Chapter 6 R311.7.5.1 Risers. The riser height shall be not more than 8 1/4 per supplement. flood elevation, each area shall have openings. rovisions rovided that sto hei hts are not exceeded. An engineered design shall be provided for the wall or wall framing members where the limits of 2. The bottom of each opening shall be not more than 1 foot above the higher of the final interior grade or floor and the finished exterior grade W P • P ry 9 R311.7.5.2 Treads. The tread depth shall be not less than 9 inches per supplement. imimediately under each opening. Section R602 Wood Wall Framing � R602.3 Design and construction. Components of exterior walls shall be fastened in accordance with Tables R602.3 1 throw h RI602.3 4. Wall sheathin Chapter 6 are exceeded. Where the story height limits of this section are exceeded, the design of the building, or the noncompliant portions thereof, to io not less than 3 4 inch and not more than 1 % inches shall be rovided on stairwa s with solid risers. 3. 0 enin s shall be ermitted to be installed in doors and windows; doors and windows without installed openings do not meet the requirements of this ( ) 9 ( ) 9 U resist wind loads shall be in accordance with the Building Code. R311.7.5.3 Nosings. A nosing protect n / ,4 P Y P 9 P R311.7.8 Handrails shall be provided on not less than one side of each flight of stairs with four or more risers. section. shall be fastened directly to framing members and shall conf rm to the requirements of Table R602.3(3). O ane with Section R302.2 Item 1 or 2. The common R311.7.8.4 Continuity. Handrails for stairways shall be continuous for the full length of the flight with winders, at landings, or over lowest tread. R 322.3 Coastal high-hazard areas (including V Zones and Coastal A Zones, where designated) Elevation requirements. ❑ R302.2 Townhouses. Common walls separating townhouses shall ut assigned afire resistance rating to accord c 1. Buildings and structures erected within coastal high-hazard areas and coastal A Zones, shall be elevated so that the bottom of the lowest horizontal wall shored by two townhouses shall Ise constructed without plumbing or mechanical equipment, ducts or vents in the cavity of the common wall. The wall Exceptions: shall be rated for fire ex sure from both sides and shall extend to and be tight against exterior walls and the underside of the roof sheathing. Electrical 1. Handrails shall be permitted to be interrupted by a newel post at the tum. structural members supporting the lowest floor, with exception of piling, pile caps, columns, grade beams and bracing, is elevated to or above the base , Po floor elevation plus 1 foot or the design flood elevation, whichever is higher. TABLE R602.3(1) FASTENING SCHEDULE installations shall be in accordance with Chapters 34 through 43. Penetrations of the membrane of common walls for electrical outlet boxes shall be in R311.7.10.1 Spiral Stairways. Spiral stairways are permitted provided that the clear with at and below the handrail is not less than 26 inches and the walkline . accordance with Section R302.4. 2. Basement floors that are below grade on all sides are prohibited.R 322.3.3Foundations. Buildings and structures erected in coastal high-hazard areas 1. Where a fire sprinkler system in accordance with Section P2904 is provided, the common wall shall be not less than a 1-hour fire-resistance-rated wall radius is not greater than 24� inches. Each tread shall have a depth of not less than 6 inches at the walkline. All treads shall be identical, and the and Coastal A Zones shall be supported on pilings or columns. DISCRIPTION T I (a,b,c,d) T� assembly tested in accordance with ASTM E 119 or UL 263. rise shall not be more than 9 inches. Headroom shall not be less than 6 feet 6 inches. here a fire s rinkler s stem in accordance with Section P2904 is not provided, the common wall shall be not less than a 2-hour-resistance-rated wall R 311.8 Ramps. 1. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE THREE 8D COMMON. Section R325 Mezzanines TOE NAIL 2• W P Y 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 vertical in 12 units 2. CEILING JOISTS TO TOP PLATE THREE 8D COMMON. TOE NAIL ossembl tested in accordance with ASTM E 119, UL 263, or section 703.3 of the Building Code. m ximu slo of 1 unit vertical in 8 units horizontal 12.5 ercent. Exce tion: R 325.2 Mezzanines. The clear height above and below mezzanine floor construction shall be not less than 7 feet. Habitable attics shall comply with section R325.6 Y horizontal (8.3 percent slope). All other ramps shall have a a m p ( P ) P 3. CEILING JOISTS NOT ATTCHED TO RAFTER , Where it is technical) Infeasible to cam I because of site constraints, ram s shall have a slo of not more than 1 unit vertical in 8 units R 325.3 Area limitation. The aggregate area of a mezzanine or mezzanines shall be not greater than one-third of the floor area of the room or space in which ( } LAPS THREE 16D COMMON F�gCE NAIL Y PY P Pe the are located. The enclosed orbon of a room shall not be included in a determination of the floor area of the room in which the mezzanine is OVER PARTITIONS r- ti ti I, TABLE R302.1(1) Y P horizontal (12.5 percent). located. 4. CEILING JOIST TO PARALLEL RAFTERS + LAPS TABLE R802.5.1 9 EXTERIOR WALLS Ew ri o co MINIMUM MINIMUM FIRE R 312.1 Guardrails: Porches, balconies, and stair landin s 30" above floor or rade to be installed with 36' hi h railin s, balusters not to allow ossa e of a ( ) RACE NAIL ¢ ry ry N ri r - 9 9 9 9 P g R 325.4 Means of egress. The means of egress for mezzanines shall comply with the applicable provisions of Section R311. 5. COLLAR TIE TO RAFTERS o � N N ri ri co EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE sphere 4 inches or more in diameter. R 325.5 Opienness. Mezzanines shall be open and unobstructed to the room in which they are located except for walls not more than 36 inches in height, columns THREE IOD EACH RACE NAIL 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 the finished floor and and osts. 6. RAFTER OR ROOF TRUSS TO PLATE THREE 10D COMMON 2 ON SIDE + 1 ON OTHER TfOE NAIL FIRE-RESISTANCE RATED 1 HOUR 0 feet P WALLS greater than 72 inches above the finished grade or the other surface below on the exterior of the building, the operable window shall comply with one Ex:ce tions: 7. ROOF RAFTERS TO RIDGE, VALLEY OR HIP THREE 10D COMMON. NOT FIRE-RESISTANCE RATED 0 HOURS t5 feet of the following: P PROJECTIONS FIRE-RESISTANCE RATED 1 HOUR ON THE UNDERSIDE 22 feet to <5 feet 1. Mezzanines or ortions thereof are not re uired to be o en to the room in which the are located, rovided that thea re ate floor area of the RAFTERS TIDE NAIL 1. Operable windows with opening that will not allow a 4 inch diameter sphere to pass through the opening where the opening is in its largest opened P q P y P 99 9 TWO 16D COMMON. EfND NAIL eniclosed space is not greater than 10 percent of the mezzanine area. 8. STUD TO STUD NO AT BWP " r' TABLE R302.1(2) position. ( ) 16D COMMON AT 24 O.C. FJACE NAIL EXTERIOR WALLS- DWELLINGS WITH FIRE SPRINKLERS 2. In buildings that are not more than two stories above grade plane and equipped throughout with an automatic sprinkler system in accordance with 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F 2090. 9. STUD TO STUD (AT BRACED WALL PANEL) 16D COMMON AT 16"O.C. FIACE NAIL cn MINIMUM MINIMUM FIRE 3. 0 eroble windows that are rovided with window o enin control devices that cam I with Section R312.2.2. Se,etion R313, a mezzanine shall not be required to be open to the room in which the mezzanine is located. p P P 9 PY 10. BUILT UP HEADER, TWO PIECES 16D COMMON AT 16"O.C. ALONG EACH EDGE RACE NAIL Z z EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE R312.2.2 Window opening and control devices. Window opening control devices shall comply with ASTM F 2090. The window opening control device, after R401.4.1 In lieu of a complete geotechnical evaluation footings shall be placed on rock, sand gravel and/or gravel, sand, silty sand, clayey sand, silty gravel or a g FIRE-RESISTANCE RATED 1 HOUR 0 feet operation to release the control device allowing the window to fully open, shall not reduce the net clear opening area of the window unit to less than clatyey gravel with a presumptive design load bearing value of 2,000 PSF. Do not place footings on soil that consists primarily of clay or silt or have 11• CONTINUOUS HEADER TO STUD FOUR 8D COMMON. TIOE NAIL WALLS NOT FIRE-RESISTANCE RATED o HouRs 3 feet q Y y g 12. TOP PLATES TO TOP PLATE 16D COMMON ® 16"0 C FACE NAIL o O o O O z � w the area re uired b Section R310.2.1. ani inor anic material or fill. / 13. DOUBLE TOP PLATES SPLICE 8-16D COMMON N ¢ LO 0 0- Q co TABLE R402.2 C oncrete: A 28 day minimum compressive strength (f'c) is required at the following locations: FACE NAIL > > > W > > a e-ated wall or ossembl se gratin townhouses shall be continuous from the foundation to the underside of the roof sheathing, Section R313 Automatic Fire Sprinkler Systems 2. Basement walls exposed to weather. 3000 psi plus 5 to 7% air entrainment R302.2.3 Continuity. The fire resistant r y p 9 ON EACH SIDE OF END JOINT 24' MIN LAP SPIE � � � w � � oo � i; deck or slab. The fire-resistance roi`iwa shall extend the full leingth of the wall or assembly, including wall oundation through and separating attached enclosed R313.1 Townhouse automatic fire sprinkler systems. Townhouses having a height of three stories above grade plane shall be equipment throughout with an 3i. Porch slabs, steps, and garage slabs: 4000 psi plus 5 to 7% air entrainment LENGTH EACH SIDE OF END JOIN assessor structures. automatic sprinkler system. R 403.1.4.1 Frost protection: Bottom of all footings to be at least 36" below grade. 14. BOTTOM PIATE TO JOIST OR BLOCKING (NOT AT BWP) 16D AT 16"O.C. RACE NAIL R302.2.4 Parapeks for townhouses. R313.1.1 Design and installation. Automatic residential fire sprinkler systems for townhouses shall be designed and installed in accordance with Section P2904 R 403.1.5 Stepped Footings: Step footing 1 ft vertical maximum on 2 feet horizontal where slope of footing bottom exceeds 10% 15. BOTTOM PLATE TO JOIST OR BLOCKING (AT BWP) 2-16D AT 16"O.C. FACE NAIL N or NEPA 13D. R 403.1.3.6 Isoilated concrete feelin s. In detached one and two famil dwellin s that are three stories or less in hei ht and constructed with stud bearin walls, 1. The parapet shall extend not less than 30 inches above the roof surfaces. R313.2 One and two famil dwellin s automatic fire s stems. One and two famil dwellin s havin a hei ht of three stories above rade shall be a ui ed 9 Y 9 9 9 16. TOP OR BOTTOM PISTE TO STUD TWO 16D COMMON. END NAIL Exception: A parapet is not required in the preceding two cases where the roof covering complied with a minimum Class C rating as tested in accordance with y 9 Y Y 9 q 9 9 q PP isolated plain concrete footings supporting columns or pedestals are permitted. o row h t with an automatic s rinkler s stem. FOUR SD COMMON. ASTM E 108 or UL 790 and the roof deckin or sheathing is of noncombustible materials or approved fire-retardant-treated wood for a distance of 4 feet on th 9 ou p y R 403.1.6 Foiundation Anchors a Wood sole lutes at exterior walls on slabs and all wood foundation wall sill lutes shall be anchored with Inch diameter OE NAIL 9 R313.2.1 Desi n and installation. Automatic residential fires rinkler s stems shall be desi ned and installed in accordance with Section P2904 or NFPA 13D. 9 P P each side of the wall or walls or onE: layer of 5/8 inch Type X gypsum board is installed directly beneath the roof decking or sheathing, supported by not less 9 P� Y 9 anichor bolts spaced as shown on the plans and details. Bolts shall extend a minimum of 7 inches into concrete and located in the middle third of 17. TOP PLATES, LAPS AT CORNERS + INTERSECTION 2-16D COMMON FACE NAIL than nominal 2 inch 51 mm led ers 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 thie width of the plate. A nut and washer shall be tightened on each anchor bolt. There shall be a minimum of two bolts per plate section and ( ) 9 Balconies and decks. S rinkler rotection shall be rovided for exterior balconies, decks and round floor atios of dwellin units where the 21. JOIST TO SILL, TOP PLATE, OR GIRDER TIiREE 8D COMMON. TOE NAIL (� walls and an o enin s or netrations in the roof are not withiin 4 feet of the common walls. P P P 9 P 9 located not more than 12" or less than 3.5" from the end of each plate section. Plates shall be protected against decay and termites. I-- Y P 9 Pe 22. RIM JOIST OR BLOCKING 0 ra et is not re uired where roof surfaces ad'acent to the wall or walls are of different elevations and the higher roof is more than 30 inches above the building is of Type V construction. Sidewall sprinklers that are used to protect such areas shall be permitted to be located such that their T SILL OR TOP PLATE 8D COMMON � 6"0/C TOE NAIL 3. Apa p q J lower roof. The common wall construction from the lower roof to the underside of the higher roof deck shall have not less than a 1-hour fire-resistance deflectors are within 1 inch to 6 inches below the structural members and a maximum distance of 14 inches below the deck of the 27. BUILT UP GIRDERS AND BEAMS 2X LUMBER 20D COMMON AT 32"O.C. T&B STAGGERED FACE NAIL AT EACH LAYER rating. The wall shall be rated for exposure from both sides. exterior balconies and decks that are constructed of open wood joist construction. 28. 2X LEDGER THREE 16D COMMON AT EACH JOIST OR RAFTER. FACE NAIL a 0 R302.2.6 Structural independence. Each individual townhouse shall be structurally independent TABLE R404.1.2(1) 31. WOOD STRUCTURAL PANELS: SUBFLOOR, 6D COMMON (WALL) 6" rn/c at edges and O m Exceptions: Section R314 Smoke Alarms Minimum Horizontal Reinforcement for Concrete Basement Walls ROOF, AND WALL SHEATHING TO FRAMING ° -i o 1. Foundations supporting exterior walls or common walls. R314.1 General. Smoke alarms shall comply with NFPA 72 and Section R314. 8D COMMON ROOF 12 of/c at interior W w 5. Townhouses separated by a comm>n wall as provided in Secton R302.2, Item 1 or 2 R314.1.1 Listings. Smoke alarms shall be listed in accordance with UL 217. Combination smoke and carbon monoxide alarms shall be listed in accordance HEIGHT UNSUPPORTED 8D COMMON (SUBFLOOR) supports (see note f) W Y R302.3 Two-famil dwellin s. Dwelling units in two-family dwellings shcll be separated from each other by wall and floor assemblies having not less than a 1-hour with UL 2034. HEIGHT OF BASEMENT LOCATION OF HORIZONTAL REINFORCEMENT w w WALIL FEET I- ( ) a, All nails are smooth-common, box or deformed shanks except where otherwise stated. Nails used for framing .and sheathing ❑ � � o Y 9 I w' o ations. connections shall have minimum ver fire-resistance rating where tested in accordance with ASTM E 119 or UL 263 or section 703.3 of the Building Code. Fire-resistance-rated floor/ceiling and R314.3 Location. Smoke alarms shall be installed in the foto ing I c 58 ONE N0. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY 9 9 Y 9 wall assemblies shall extend to and be tight against the exterior wall, and wall assemblies shall extend from the foundation to the underside of the roof 1. In each sleeping room. a a e en in geld strep the as follows: n ksi for shank diameter of rs of (�Od common nail), Z AND ONE N0. 4 BAR NEAR MID- HEIGHT OF THE WALL STORY 90 ksi for shank diameters larger than 0.142" but not larger than 0.177", and 100 ksi for shank diameters of 0.1142" or less. � 4 sheathing. 2. Outside each se arate slee in area in the immediate vicinit of the bedrooms. d. 4-foot-by-8 foot or 4 foot by 9 foot panels shall be applied vertically U) P P 9 Y ONE N0. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY Exceptions: 4. Smoke alarms shall be installed not less than 3 feet (914 mm) horizontally from the door or opening of a bathroom that contains a bathtub or 8 AND ONE NO. 4 BAR NEAR THIRD POINTS IN THE WALL STORY f. Intermediate supports shall be spaced 6 inches on center for a minimum of 48 inch distance from ridges, eaves and gable end W u 1A fire-resistance rating of % hour shall be permitted in buildings equipped throughout with an automatic sprinkler system installed in accordance with NFPA shower. walls and 4 inches on center to gable end wall framing. ❑ W 13, R314.3.1 Installation near cooking appliances. Smoke alarms shall not be installed in the following locations unless this would prevent placement of a smoke R302.3.1 Supporting construction. Where floor assemblies are required to be fire-resistance rated by Section R302.3, the supporting construction of such assemblies alarm in a location required by Section R314.3. TABLE R404.1.2(8) Minimum Vertical Reinforcement for 8, 10 and 12 inch Concrete Basement Walls ❑ shall have an equal or greater fire-resistance rating. 1. Ionization smoke alarms shall not be installed less than 20 feet (6096 mm) horizontally from a permanently installed cooking appliance. W R302.5.1 0 enin Protection. Honeycomb-core steel doors not less than 1 3/8 inches thick, or 20 minute fire-rated doors, equipped with a self-closing device. Doors 2. Ionization smoke alarms with an alarm-silencing switch shall not be installed less than 10 feet (3048 mm) horizontally from a permanently installed MINIMUM VERTICAL REINFORCEMENT BAR SIZE AND SPACING (INCHES) 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 rmof/ceiling assembly. 2x6 � � 0 P 9 wall studs at 16 inches on center with a maximum height of 10 feet shall support a maximum of two floor plus roof/cieiling assembly. Exceptions: I- from garage into habitable space: 4:� min. fire rated with self - closing device or automatic - closing device. cooking appliance. all be constructed of a minimum MAXIMUM UNSUPPORTED MAXIMUM UNBALANCED DESIGN LATERAL SOIL PRESSURE OF Where desi ned b in accordance with acce f n in ca . R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage sh 3. Photoelectric smoke alarms shall not De installed less than 6 feet (1828 mm) horizontally from a permanently installed cooking appliance. wALL HEIGHT BACKFILL HEIGHT 45 PSF PER F00T OF DEPTH 9 Y p ed e g eering practice or where the ultimate design wind speed is less than or equal to 130 mph, � m No. 26 gage sheet steel or other approved material and shall not have openings into the garage. Do not backfill with an soil containin silt or cls . 2X6 2 rade studs su ortin a roof load with not more than 6 feet of tributa g g Z 4. R 314.4 Interconnection. Where more than one smoke alarm is required to be installed within an individual dwelling unit in accordance with (FEET) (FEET) v s v 9 PP 9 ry len th shall have a maximum wall heii ht of 18 feet when u.i R302,6 Dwelling-garage fire separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Section R314.3, the alarm devices shall be connected in such a manner that the actuation of one alarm will activate all of the alarms in the WALL THICKNESS (INCHES) space a Inc es on center and 20 feet where spaced at 12 inches on center. Z Q s 10 12 R602.3.2 Top plate. Wood stud walls shall be capped with a double top plate installed to provide overlapping at comers and interrsections with bearing (D Q 0 Attachment of gypsum board shall comply with Table R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are individual dwelling unit. g 7 NR NR NR partitions. End joints in top plates shall be offset not less than 24 inches. Joints in plates need not occur over studs.. Plates shall be not less perpendicular to the adjacent dwelling unit wall. TABLE R302.6 Garage walls: 5/S inch type X gypsum board on garage side, 1/2 inch type X gypsum board on opposite wall side at habitable areas. Garage ceiling: 5/8 than 2 inches nominal thickness and have a width not less than the width of the studs. W Section R315 Carbon Monoxide Alarms s B 5 ® a1 0 NR R602.6 Drillin and notchin of dimensional lumber to conform to sections R602.6, R602.6.1 and fi ure R602.6 1 Notchin & bored hole limitations for ❑ E A type X gypsum board 9 9 , 9 ( R R302.9 Flame Spread & Smoke Density Index. R309.2.1: Wall & ceiling finishes shall have a flame spread classification of not greater than 200. R30.9.2: Wall & Ceiling R315.1 General. Carbon monoxide alarms shall be provided in accordance with section 915 of the Fre Code of NYS. 10 s s o a1 5 ® 22 NR exterior walls and bearing walls, figure R602.6(2) Notching and bored hole limitations for interior non bearing walls & figwre R602.6.1 top plate U ��5��gER Cyd y�j. finishes shall have a smoke developed index of not greater than 450. Tested in accordance with ASTM E84 or UL 723. framing to accommodate piping. 16 gage and 1.5 inch wide metal tie fastened across and to the plate at each side of the notch with 8-10d nails � �� SQL <� R302.11 Fre blocking shall be provided in wood-framed construction in the following locations: NR demotes no reinforcing required. 1. In concealed spaces of stud walls and partitions, including furred spaces and parallel rows of studs or staggered studs, as follows: each side. Follow manufacturers specifications for engineered products. (figure R602.6.1) Q �. c� Locate• vertical bars tY" clear from inside face of walls. The center of bars shall not vary from this by more than � inch. � � Z„� 1.1 Vertically at the ceiling and floor levels. 1.2 Horizontally at intervals not exceeding 10 feet. l ({� W * �'I i I and horizontals aces such as occur at soffits, dro ceilin s and cove ceilin s. -J I r `-- r-�I E �� U 2. At interconnections between concealed vert ca p P 9 9 3. In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall comply with Section R302.7. \ VVV U N - 4. At openings around vents, pipes, ducts, cables and wires at ceiling and floor level, with an approved material to resist the free passage of flame and products of combustion. The material filing this annular space shall not be required to meet the ASTM E 136 requirements. - 3 ❑ 0238 i0 �� 2021 OF NE`N 5. For the fire blocking of chimneys and fireplaces, see Section R1003.19. 6. Fre blocking of cornices of a two-family dwelling is required at the line of dwelling unit separation. t� - pp,,s� MBER R302.11.1 Fireblocking materials. Except as provided in Section R302.1, Item 4, fireblocking shall consist of the following materials. X �' Z 016 0 2 3 1. Two-inch nominal lumber. LLI 2. Two thicknesses of 1" nominal lumber with broken lap joints. 3. One thickness of 23/32 inch wood structural panels with joints backed by 23/32 inch wood structural panels. UNIT 5 7 UNIT 5 8 SHEET NUMBER 4. One thickness of 3/4 inch particleboard with joints backed my 3/4 inch particleboard. 5. One half inch gypsum board. 6. One quarter inch cement based millboard, MODEL B 2 MODEL B 1 Z 7. Batts or blankets of mineral wool or glass fiber or other aplproved materials installed in such a manner as to be securely retained in place. ( ) ( 1 5 ) O (A W COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED TRUSS IDENTIFICATION SIGN � W TABLE R602.3(3) Z P2607.2 P' es penetrating exterior walls. Where a pipe penetrates an exterior wall, waterproof seal shall be made on the exterior of the wall b one of the following PART 1265. RESIDENTIAL STRUCTURES WITH TRUSS LU C , Requirements for Wood Structural Panel Wall Sheathing Used to Resist Wind Pressures (a,b,c) N1101.11.1 (R303.2.1) Protection of exposed foundation insulation. Insulation applied to the exterior of basement walls, crawlspace walls and the perimeter of P P 9 P P P rP Y 9 W P"1 slab-on-grade floors shall have rigid, opaque and weather-resistant protective covering to prevent the degradation of the insulation's thermal performance. methods: TYPE CONSTRUCTION, PRE-ENGINEERED WOOD MINIMUM NAIL PANEL NAIL ULTIMATE DESIGN The rotective coverin shall cover the exposed exterior insulation and extend not less than 6 inches (153 mm) below grade. 1. A waterproof sealant applied at the joint between the wall and the pipe. CONSTRUCTION AND OR TIMBER CONSTRUCTION D 1"'� B SPACING WIND SPEED V ult P 9 P C) rJ (mph) N1101.14 R401.3 Certificate Mandato A permanent certificate shall be completed b the builder or other approved and posted on a wall in the where the 2 A flashing of h approved elastomeric material. 6" DIA. U az MINIMUM MINIMUM MAXIMUM WALL ( ) (Mandatory). P y PP �° P REFLECTIVE RED p .}� 16 6 furnace is located, a utility room or an approved location inside the building. 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 from the tank will cause V WOOD NOMINAL PANEL STUD SPACING WIND EXPOSURE damage, the tank shall be installed in a pan constructed of one of the following: PANTONE (PMS) #187 V 0- 4? SIZE PENETRATION STRUCTURAL THICKNESS (INCHES) TABLE N1102.1.2 (R402.1.2) z EDGES FIELD CATEGORY 1. Galvanized steel or aluminum of not less than 0.0236 inch (0.6010 mm) in thickness. N :5 - (INCHES) PARATI SGPAN (INCHES) (INCHES D.C.) (INCHES D.C.) Insulation and fenestration Requirements by Component e C D 2 Plastic not less than 0.36 inch (0.9 mm) in thickness. CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENT SLAB CRAWL 3 Other approved materials. 0 4� � 0 v , Sd ZONE n U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE & SPACE U ■ U > , - COMMON 1.75 24/16 7/16 16 6 12 170 140 135 U-FACTOR SHGC R-VALUE R-VALUE R-VALUE DEPTH WALL Aplastic pan installed beneath agas-fired water heater shall be constructed of material having a flame spread index of 25 or less and a smoke developed EFLECTIVE •s N R-VALUE irdex of 450 or less when tested in accordance with ASTM E84 or UL723. z R602.3.5 Braced wall panel uplift load path. Braced wall panels located at ectedor walls that support roof rafters or trusses (including stories below top 4 EXCEPT 0.32 0.55 0.40 49 20 OR 13+5h 8/13 19 10/13 10,2 ft 10/13 g WHITE U) -I--� S N>- story) shall have the wall sheathing and fasteners designed to resist combined uplift and shear forces in accordance with accepted engineering MARINE " Z 0 N a?z _ practice. Section T101 Scope Z U X @� 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 roof/ceiling assembly does T101.1 General. The provisions shall be applicable for new construction where solar-ready provisions are required. " L �� - 1/2" 1/4 g < o m y R802.11 Rafter or truss uplift force. not allow sufficient space for the required insulation, the minimum required R-value for such roof/ceiling assemblies shall be R-30. The insulation shall TRUSS IDENTIFICATION SIGN STROKE i extend over the top of the wall plate to the outer edge of plate without compression. The reduction of insulation from the requirements of Section Section T102 General Definitions COMPLIANCE WITH 19 NYCRR 1264 U 1 y 00 For rafters at 16"o/c in 130mph wind speed. Roof pitch > 5,12 Exposure B Solar-Read Zone. A section or sections of the roof or building overhang designated and reserved for the future installation of a solar SIGNS IDENTIFYING THE EXISTANCE OF TRUSS CONSTRUCTION SHALL CONSISTS OF A CIRCLE V IN ❑ M Span (ft) 12 18 24 28 32 36 42 48 N1102.1.2 shall be limited to 500 sf (46 mz) or 20 percent of the total insulated ceiling area, whichever is less. Y 9 9 9 `- Uplift Force # 117 149 182 203 226 247 281 314 N1102.2.4 (R402,2.4) Access hatches and doors. Access doors from conditioned spaces to unconditioned spaces such as attics and crawl spaces shall be photovoltaic or solar thermal system. DIAMETER,WITH A STROKE WIDTH OF 1/2".THE SIGN BACKGROUND COLORSHAL, O REFLECTIVE WHITE IN Increase x1.09 for pitch < 5/12. Increase x 1.5 for 24"o/c spacing. Increase x 1.32 for 140 mph. weatherst6pped and insulated to a level equivalent to the insulation on the surrounding surfaces. COLOR.THE CIRCLE AND CONTENTS SHALT BE REFLECTIVE RED M COLOR,CONFORMING TO PANTONE (� Exception: vertical doors that provide access from conditioned to unconditioned spaces shall be permitted to meet the fenestration requirements of Table Section T103 Solar-Ready Zone MATCHING SYSTEM(PMS)X187. a P - R702.3.5.1 Screw fastening. Screws for attaching gypsum board and gypsum panel products to wood framing shall be Type W or Type S in accordance with ASTM C 1002 R1102.1.2 based on the applicable climate zone specified in Chapter 3. T103.2 Construction document requirements for solar ready zone. Construction documents shall indicate the solar-ready zone. SECTION 1265.4.SIGN OR SYMBOL THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BY AFFIXED TO THE ELECTRICAL BOX ATTACHED and shall penetrate the wood not less than 5/8 inch. N1102.2.8 (R402.2.8) Floors. Floor framing-cavity insulation shall be installed to maintain permanent contact with the underside of the subfloor decking. T103.3 Solar-ready zone area. The total solar-ready zone area shall be not less than 300 square feet (27.87 mz) exclusive of mandatory access or set back TO THE EXTERIOR OF THE RESIDENTIAL STRUCTURE: PROVIDED,HOWEVER,THAT: IS AFFIXING THE SIGN OR - three stories less in height above rade lane and with R702.4 Ceramic Tile. N 102.2.9 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) aeas as required by the International Fre Code. New multiple single-family dwelling (townhouses) the s n or g g p SYMBOL TO THE ELECTRICAL BOX WOULD OBSCURE ANY METER ON THE ELECTRIC BOX,OR IF 11�UTILITY 1 ( ) and shower areas and wall panels in shower area shall be of materials listed in Table R702.4.2, whichever is less. Walls associated with unconditioned basements shall meet this requirement unless the floor overhead a total floor area less than or equal to 2,000 square feet (185.8 mz) per dwelling shall have asolar-ready zone area of not less than 150 square feet PROVIDING ELECTRICAL SERVICE TO THE RESIDENTIAL STRUCTURE DOES NOT ALLOW THE SIGN OR SYMBOL R702.4.2 Backer boards. Materials used as backers for wall the in tuba p below grade or to the basement floor, and installed in accordance with the manufacturers recommendations. is insulated in accordance with Section N1102.1.2 and N1102.2.8. (13.94m2). The solar-ready zone shall be composed of areas not less than 5 feet (1.52m) in width and not less than 80 square feet (7.44 rriz) exclusive TO BE AFFIXED TO THE ELECTRICAL BOX,THE SIGN OR SYMBOL SHALL BE AFFIXED TO THE EXTERIOR N1102.4.2 (R402.4.2) Fireplaces. New wood-burning fireplaces shall have tight-fitting flue dampers or doors, and outdoor combustion air. Where using tight-fitting of access or set back areas as required by the International Fire Code. WALL OF THE RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRICAL BOX. THE TABLE R702.4.2 doors on factory-built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. T103.4 Obstructions. Solar-ready zones shall be free from obstructions, including but not limited to vents, chimneys, and roof-mounted equipment. SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED PRIOR TO THE ISSUANCE OF A CERTIFICATE Z OF OCCUPANCY OR A CERTIFICATE OF COMPLIANCE O Backer Board Materials T103.7 Roof load documentation. The structural design loads for roof dead load and roof live load shall be clearly indicated on the construction documents. F- MATERIAL TABLE N1102.4.1.1 (R402.4.1.1) T103.9 Electrical service reserved space. The electrical service panel shall have a reserved space to allow installation of a dual ole circuit breaker for future solar WOOD ROOF TRUSS SPECIFICATIONS: U STANDARD P P P P ASTM C 1178 Air Barrier and Insulation Installation electric installation and shall be labeled 'For Future Solar Electric'. The reserved space shall be positioned at the opposite (load) end from the input feeder ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE BUILDING CODE. Z) GLASS MAT GYPSUM BACKING PANEL FIBER REINFORCED GYPSUM PANELS ASTM C 1278 location or main circuit location. NONASBESTOS FIBER-CEMENT BACKER BOARD ASTM C 1288 OR ISO 8336, CATEGORY C GENERAL REQUIREMENTS A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE BUILDING ENVELOPE. THE EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINUOUS AIR BARRIER. N 5/8 INCH THICK ROOF SHFAIIIING IS TO BE USED, WHFJJ ROOF TRUSSES ARE SPECIFIED AS THE ROOF FRAMING MEMBERS. C/) NONASBESTOS FIBER MAT REINFORCED CEMENTITIOUS BACKER UNITS ASTM C 1325 BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. E 3901.7 Outdoor outlets. A water proof outlet is required for any size, deck, porch, or balcony that is accessible from inside dwelling unit. At least one installed at Z 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: CEILING/ ATTIC THE AIR BARRIER IN ANY DROPPED CEILING/ SOFFIT SHALL BE ALIGNED WITH THE INSULATION AND ANY the front and back of dwelling units. D (EQUATION 16-8) U TABLE R703.8.1 GAPS IN THE AIR BARRIER SEALED. E 3901.9 Garage Outlets. Garage receptacle, outlets must be serviced by a separate branch circuit that does not supply other outlets. At least one receptacle outlet D + L (EQUATION 16-9) Allowable Spans for steel lintels supporting masonry veneer ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE WALL DOORS TO UNCONDITIONED ATTIC SPACES SHALL is required for each car space in a garage. BE SEALED. D + S (EQUATION 16-10) 0 S12E OF STEEL ANGLE NO STORY ONE STORY Two STORIES E 3902.14 Location of GFCI outlets. All GFCI outlets must be placed in readily accessible locations. D + .6W (EQUATION 16-12) LL Ln o,c (inches) ABOVE ABOVE ABOVE WALLS THE JUNCTION OF THE FOUNDATION AND THE SILL PLATE SHALL BE SEALED. D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) F_THE JUNCTION OF THE TOP PLATE AND THE TOP OF THE EXTERIOR WALLS SHALL BE SEALED. L 500/4 s'-o" 4'-6" 3'-0" KNEE WALLS SHALL BE SEALED. D = DEAD LOAD, L = LIVE LOAD, S = SNOW LOAD, W = LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30 OF Z 0xUl/4 8'-0" 5'-0' 4'-6" WINDOWS. SKYLIGHTS AND THE SPACE BETWEEN WINDOW/ DOOR JAMBS AND FRAMING, AND SKYLIGHTS AND FRAMING SHALL BE ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND SPEED (101 MPH BASIC DESIGN WIND SPEED) IN EXPOSURE CATEGORY B. I]DOORS SEALED . L!ix3.5x5/16 10'-0" 6'-0" s'-o" • DESIGN LOADS: TABLE R3017 ROOF TRUSSES SHALL 8E DESIGNEDTO SUPPORT THE FOLLOWING DESIGN LOADS: r T , LU3.5x1/4 14'-0" 9'-6" 7'-0' RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD UP LOADS AS REQUIRED BY ASCE7-10 , TCDL = 15 PSF, F•L� FLOORS (INCLUDING ABOVE THE AIR BARRIER SHALL BE INSTALLED IN ANY EXPOSED EDGE OF INSULATION THE FOLLOWING LIVE LOADS: ALLOWABLE BCl1=tOPSF, AND BCDL = 10 PSF. PROVIDE ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. � 1� GARAGE AND CANTILEVERED ROOF: STRUCTURAL MEMBER a. Long leg of the angle shall be placed in a vertical position. FLOORS) DEFLECTION c. Minimum bearing to be 6". SHAFTS, PENETRATIONS DUCTS SHAFTS, UTILITY PENTRATIONS, AND FLUE SHAFT OPENING TO EXTERIOR OR UNCONDITIONED GROUND SNOW LOAD 20PSF FROM FIGURE R301.2(6) TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75". >_1 SPACE SHALL BE SEALEDMINIMUM DISTRIBUTED LIVE LOAD PER TABLE R301.5Rafters having slopes greater than L/180 � R703.12 Adhered masonry veneer installation. A .Adhered masonry veneer shall comply with the requirements of Section R703.7.3. (FOR SOLAR READY ROOF DESIGN LOAD ADD: 24 POUNDS TRUSS DESIGN DRAWINGS SHALT. BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL INCLUDE THE R703.12.1 Clearances. On exterior stud walls, adhered masonry veneer shall be installed: GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE AND CONDITIONED SPACES. PER LINER FOOT DEAD LOAD FOR ROOF FRAMING) 3:12 with no finished ceiling attached FOLLOWING INFORMATION: F-� 1. Minimum of 4 inches (102 mm) above the earth � RECESSED LIGHTING RECESSED LIGHT FIXTURES INSTALLED AT IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO t0 rafters 1. DEPTH, SLOPE (IF ANY), SPAN, AND SPACING. 0 R703.12.2 Flashing at foundation. A corrosion-resistant screed or flashing of a minimum 0.019 inch (0.48 mm) or 26 gage galvanized or plastic with a minimum THE DRYWALL, AIRTIGHT AND IC RATED. FLOORS: 40 PSF 2. LOCATION B ALL JOINTS. vertical attachment flange of 3 % inches (89 mm) shall be installed to extend a minimum of 1 inch (25 mm) below the foundation plate line on exterior SHOWER TUB ON THE AIR BARRIER INSTALLED AT EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS SHALL SEPARATE THEM BALCONIES AND DECKS: 40 PSF Interior walls and partitions H/180 3. REQUIRED BEARING WIDTHS. EXTERIOR WALL FROM THE SHOWERS AND TUBS. UNINHABITABLE ATTIC W/O STORAGE: 10 PSF 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. � [�� stud walls in accordance with Section R703.4. Floors and Ceilings W/ brittle finish L/360 4.2. TOP CHORD DEAD LOAD. W R703.8.2.2. Support by roof construction. A steel angle shall be placed directly on top of the roof construction. The roof supporting construction for the steel angle shall ELECTRICAL/ PHONE BOX THE AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL OR COMMUNICATION BOXES OR AIR SEALED UNINHABITABLE ATTIC WITH STORAGE: 20 PSF consist of not fewer than three 2 el by 6 inch wood members for wood construction. A wood member abutting the vertical wall stud construction shall al ON EXTERIOR WALLS BOXES SHALL BE INSTALLED. HABITABLE ATTIC W FIXED STAIRS: 30 PSF All Other structural members L/240 4.3, BOTTOM CHORD LIVE LOAD. 0 4.4. BOTTOM CHORD DEAD LOAD. anchored with not fewer than three 5/8 inch diameter by 5 inch lag screws to every wood stud spacing. Each additional wood roof member shall beExterior walls With plaster or stucco finish L/180 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. 130 MPH FROM FIGURE R301.2(4)A 4.6. CONTCONTROLLING WIND LOADS. m anchored by the use of two 10d nails at every wood stud spacing. Install flashing and weep holes. The maximum height of the brick veneer above the lintel N1102.4.5 (R402.4.5) Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and ULTIMATE DESIGN WIND SPEED: shall be 12 feet 8 inches, with max 7:12 roof itch. See figures R03.8.2.1 & R703.8.2.2. EXPOSURE CATEGORY: B FROM R301.2.1.4 Exterior walls with brittle finishes L/180 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. P unconditioned spaces. All recessed luminaires shall be IC-rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 L/s) when tested 6. EACH REACTION FORCE AND DIRECTION. ❑ w and extending SEISMIC DESIGN CATEGORY: f FROM FIGURE provisions (exempt L 180 7. JOINT CONNECTOR TYPE AND DESCRIPTIONSIZE, THICKNESS OR GAGE AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY O R703.8.4 Anchorage: Masonry veneer shall be anchored to the the supporting wall studs with corrosion resistant metal ties embedded in mortar or grout 9 in accordance with ASTM E 283 ata 1.57 psf (75Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the from seismic provisions of code per Exterior Walls with flexible finishes / (E.G.,( E, ) into the veneer a minimum 1-1/2 inches, with not less than 5/8 inch mortar or grout cover to outside face. minimum tie size= 22 US gage. Minimum tie housing and the interior wall or ceiling covering. R301.2.2) LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. fastener = 8d common nail. Airspace== Nominal 1 between sheathing & veneer. EAch tie shall support not more than 2.67 square feet of wall area and F... „ C402.4 (R402.4.6) Tenant Separation Walls (Mandatory). Fire Separations between dwelling units in two-family dwellings and multiple single-family dwellings Lintels supporting masonry veneer L/600 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. shall be spaced not more than 32 on center horizontally and 24 inches on center vertically. (townhouses) shall be insulated to no less than R-10 and the walls shall be air sealed. PRESUMPTIVE LOAD-BEARING VALUE OF SOIL: 2,000PSF Per TABLE 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. P4 R703.8.5 Flashing shall be located beneath the first course of masonry above finished ground level above the foundation wall or slab and at other points of support., R401.4.1 Includes soil classes: GW, GP, SW, 5P, SM, SC, 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. r ) including structural floors, shelf angles and lintels where masonryveneers are designed in accordance with section R703.8. GM, and GC. 11. MAXIMUM AXIAL COMPRESSION FORCES B THE TRUSS MEMBERS. � v R703.8.6 Wee holes shall be provided in the outside the of mason walls at a maximum spacing of 33 inches on center. Wee holes shall not be less than 3 16 Section N1103 (R403) 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. CA P P wY masonry P 9 P / Systems NOTE: Soils with clay or clay and silt will require a redesign WOOD FLOOR TRUSS SPECIFICATIONS: ~ inch in diameter. Weepholes shall be located immediately above the flashing. of building footings. < �� :) siding shall not be installed on walls with a fire separation distance of less than 5 feet (1524 mm) and walls closer than 10 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 THE BUILDING CODE. �. R703.14.2 Fire Separation. Polypropyleneg P feet (3048 mm) to a building on another lot. N 1103,1.1 (R403.1.1) Programmable thermostat. The thermostat controlling the primary heating or cooling system of the dwelling unit shall be capable of controlling ABBREVIATIONS Exception: Walls perpendicular to the line used to determine the fire separation distance. the heating and cooling system on a daily schedule to maintain different temperature set points at different times of the day. This thermostat shall include 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: r ) soils or collapsible soils are known to exist: All dwellings shall have a controlled method of water disposal from roofs the capability to set back or temporarily operate the system to maintain zone temperatures down to 55'F (13'C) or up to 85'F(29'C). The thermostat shall D (EQUATION 16-8) Z �'•/ R801.3 Roof drainage in areas where expansivep g initially programmed y 9 P P 9 ( ) 9 p P A.B. ANCHOR BOLT D + L (EQUATION 16-9) W that will collect and discharge roof drainage to the ground surface not less than 5 feet from foundation walls or to an approved drainage system. initial be ro rammed b the manufacturer with a heating temperature set point no higher than 70'F 21'C and a cooling temperature set point no lower D.S. DOWNSPOUT LT. WT. LIGHTWEIGHT RNG RANGE � than 78'F (26'C), A.F.F. ABOVE FINISH FLOOR DTL DETAIL LT. LIGHT R.O. ROUGH OPENING R802.1.5.4 labeling each piece of Fire-retardant treated lumber and wood structural panels shall be labeled per section 802.1.1. ADJ. ADJACENT/ADJUSTABLE EA EACH R D - DEAD LOAD, L = LIVE LOAD, n t shall be framed not more than 1 inches 38 mm offset from each other to ridge board or directly opposite from each other N1103.2 (R403.2) Hot water boiler outdoor temperature setback. Hot water boilers that supply heat to the building through one or two pipe heating systems shall A.F.T. ABOVE FINISH TREAD LVR. LOWER RISER R802.4.2 framing details. Rafters � ( ) E.J. EXPANSION JOINT L.T. LAUNDRY TUB RND ROUND FLOOR TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: O with a collar tie. 802.3 Ridge board shall be not less than 1 inch (25 mm) nominal thickness and not less in depth than the cut end of the rafter. At have an outdoor setback control that lowers the boiler water temperature based on the outdoor temperature. ALUM. ALUMINUM there shall be a valley or hi rafter not less than 2 inch 51mm nominal thickness and not less in depth than the cut end of the rafter. N1103.3 R403.3 Ducts. Ducts and air handlers shall be installed in accordance with Sections N1103.3.1 through N1103.3.8. X"CH. ANCHOR ELEC. ELECTRICAL S.C. SAWCUT TCLL = 40 PSF, TCDL = 10 PSE, AND BCDL = 5 PSF valleys and hips y p ( ) ( ) ELEv. ELEVATION �S• MASONRY Hi and valley rafters shall be su or'ed at the ridge by a brace to a bearing partition or be designed to carry and distribute the specific load at that N1103.3.1 (R403.3.1) Insulation (Prescriptive). Supply and return ducts in attics shall be insulated to a minimum of R-8 where 3 inches 76.2 mm in diameter and < ANGLE MAT. MATERIAL SHLF SCHEMATIC P Y PP ( ) EQ. EQUAL SHELF TRUSSES SHALL HAVE A MAXIMUM LIVE LOAD DEFLECTION OF L/480 AND A TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75". point. Where the roof itch is less than three units vertical in 12 units horizontal (25 percent slope), structural members that support rafters and ceiling greater and R-6 where less than 3 inches (76.2 mm) in diameter, Supply and return ducts in other portions of the building shall be insulated to a ARCH. ARCHITECTURAL EQUIP EQUIPMENT MAX. MAXIMUM SHLF P P ® AT MDO MEDIUM DENSITY OVERLAY SHT. SHEET TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL INCLUDE THE joists, such as ridge beams, hips and valleys, shall be designed as beams. minimum of R-6 where 3 inches (76.2 mm) in diameter or greater and R-4,2 where less than 3 inches (76.2 mm) in diameter. EXP. EXPANSION Where ceiling joists or rafter ties are not provided, the ridge formed by these rafters shall be supported by a wall or girder designed in accordance with Exception: Ducts or portions thereof located corn letel inside the building thermal envelope. EXT. EXTERIOR MIN. MECHANICAL SIM. SIMILAR FOLLOWING INFORMATION: accepted engineering practices. P P P Y 9 P BD. BOARD MIN. MINIMUM S.S. STAINLESS STEEL 1. DEPTH, SPAN, AND SPACING. R802.7.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural glue-laminated members, cross-laminated N1103.3.2 (R403.3.2) Sealing (Mandatory). Ducts, air handlers and filter boxes shall be sealed. Joints and seams shall comply with section M1601.4.1. BLDG. BUILDING EE. EACH END STL. STEEL 2. LOCATION OF ALL JOINTS. timber members or 1-joists are prohibited except where permitted by the manufacturers recommendations or where the effects of such alterations are Exceptions: BM BEAM M.O. MASONRY OPENING STRUCT. STRUCTURAL 3. REQUIRED BEARING WIDTHS. p spray p p pp / FLOOR COVERING CHANGE MTL. METAL SUSPENSION 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. specifically considered. 1. Air-impermeable s ra foam products shall be permitted to be applied without additional joint seals. BTM BOTTOM F C SUSP. ed lateral b solid 2. For ducts having static pressure classification of less than 2 inches of water column (500 Pa), additional closure systems shall not be required for BLKG. BLOCKING F.D. FLOOR DRAIN N.I.C. NOT IN CONTRACT SGD SLIDING GLASS DOOR 4.2. TOP CHORD DEAD LOAD. 4.3. BOTTOM CHORD LIVE LOAD. R802.8.1 Bridging. Rafters and ceiling joists having a depth to thickness ratio exceeding 6 to 1 based on nominal dimensions shall be support ty y BRG. BEARING SQ. SQUARE � continuously welded joints and seams, and locking-type joints and seams of other than the snap-lock and button-lock types. EDN. FOUNDATION (NTS) NOT TO SCALE 4.4, BOTTOM CHORD DEAD LOAD. n ti n blocking, diagonal bridging (wood or metal) or a continuous 1 inch by 3 inch wood strip nailed across the rafter or ceiling joists at intervals not exceeding BRK BRICK PLR. FLOOR TB TOWEL BAR 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. Iw- ri o I: � � cTo - � 8 feet. N1103.3.3 (R403.3.3) Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage. BSMT BASEMENT ¢ N N N M � r N LQ - otherwise noted on plan. Connect with tecos for header N1103.4 (R403.4) Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 10TF (41'C) or below 55'F (1YC) shall F. FIREPLACE T & G TONGUE AND GROVE 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. R$02.9 Trimmer joist: single header and trimmer for openings up to 4'-0" and doubled over 4' 0" unless e p CL CENTER LINE F.R. FIRE RATED O.C. ON CENTER TGS TOP OF GRADE SLAB 6. EACH REACTION FORCE AND DIRECTION. o .- N N "' .- _ . be insulated to a minimum of R-3.N1103.7(R403.7) Equipment sizing and efficiency rating (Mandatory). Heating and cooling equipment shall be sized in C.M. CONCRETE MASONRY UNIT FIRM FT2AME OPER, OPERATOR TFW TOP OF FOUNDATION WALL 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR (EXCEPT WHERE SYMMETRICALLY joist spans of 6'-O" and greater. accordance with ACCA Manual S based on building loads calculated in accordance with ACCA Manual J or other calculated in accordance with ACCA Manual J C.J. CONTROL JOINT OPNG. OPENING LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. R806.3 Vent and insulation clearance. Where eave or cornice vents are installed, blocking, bridging, and insulation shall not block the free flow of air. Not less FT. FOOT / FEET TYP TYPICAL inch space shall be provided between the insulation and the roof sheathing and at the location of the vent. or other approved heating and cooling calculation methodologies. COL. COLUMN OPT. OPTIONAL 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. than a 1 I p p FTG FOOTING T TREAD N1103.6 (R403.6) Mechanical ventilation (Mandatory) The building shall be provided with ventilation that meets the requirements of the 2015 International Mechanical CONC. CONCRETE O.S.B. ORIENTED STRAND BOARD TOWEL ROD 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. Section R807 Attic Access Code (as amended), the 2015 International Residential Code (as amended), or the New York City Construction Codes, as applicable, or with other approved COND. CONDITION GA. GAUGE TR 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. OZ. OUNCE TRPL TRIPLE 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. R807.1 Attic access. Buildings with combustible ceiling or roof construction shall have an attic access opening to attic areas that have a vertical height of 30 means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. CONT. CONTINUOUS GALV. GALVANIZED 1/R ONE ROD inches (762 mm) or greater over an area of not less than 30 square feet (2.8m2). The vertical height shall be measured from the top of the ceiling CONST. CONSTRUCTION G.C. GENERAL CONTRACTOR 1/S ONE SHELF U.N.O. UNLESS NOTED OTHERWISE 12. REQUIRED PERMANENT U M RACING LOCATIONS. GEN. GENERAL : z Z Section N1104 (R404) Electrical Power and Lighting Systems CTSK. COUNTERSUNK PC POURED CONCRETE DRAFTSTOPPING: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR-CEILING ASSEMBLY, DRAFTSTOPS SHALL BE a g framing members to the underside of the roof framing members. GYP. GYPSUM VERT. VERTICAL INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEEL DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. - a N1104.1 R404.1 Li htin and equipment Mandato Not less than 90 percent of the permanently Installed lighting fixtures shall contain only C.O. CASED OPENING G.L. PBD. PARTICLE BOARD z Z Z N N The rough-framed opening shall be riot less than 22 inches by 30 inches (559 mm by 762 mm) and shall be located in a hallway or other readily ( ) 9 9 (Mandatory). P P y 9 9 Y CANT. CANTILEVERGLUE LAM V.I.F. VERIFY IN FIELD WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR-CEILING ASSEMBLIES UNDER THE z z z O z z z � accessible location. Where located in a wall, the opening shall Ibe not less than 22 inches wide by 30 inches high (559 mm wide by 762 mm high). high-efficacy lamps. PL. PLATE Where the access is located in a ceiling, unobstructed head-room in the attic space shall be 30 inches (762 mm) at some point above the C.T. CERAMIC TILE HDW HEIGHT W WASHER FOLLOWING CIRCUMSTANCES: O O O > O O : H PNL. PANEL WITH FLOOR FRAMING IS CONSTRUCTED OF TRUSS-TYPE OPEN-WEB OR PERFORATED MEMBERS � � � > � � a Q � g CLC. CEILING HDWR. HARDWARE W/ access measured vertically from the bottom of ceiling framing members. See Section M1305.1.3 for access requirements where mechanical equipment is Section M1305 Appliance Access C.M. CROWN MOULD HORZ. HORIZONTAL HORIZONTALLY PWD. PLYWOOD WD WOOD MATERIALS: DRAFTSTOPPING MATERIAL SHALL BE NOT LESS THAN 1/2 INCH GYPSUM BOARD, 3/8 INCH WOOD STRUCTURAL PANELS. w m m U located in attics. M1305.1 Appliances access for inspection service, repair and replacement. Appliances shall be accessible for inspection, service, repair and replacement without C.R. CHAIR RAIL HD.WD. HARDWOOD PF. PREFABRICATED W.W.F. WELDED WIRE FABRIC removing permanent construction, other appliances, or any other piping or ducts not connected to the appliance being inspected, serviced, repaired or p DRYER HR. HOUR PR. PAIR WO OR W/O WALKOUT to Section R902 Fire Classification replaced. A level working space not less than 30 inches deep and 30 inches wide (762 mm by 762 mm) shall be provided in front of the control side to HDR. HEADER PROJ. PROJECT PROJECTED yyNpyy WINDOW TYPICAL ROOF & FLOOR TRUSS NOTES: N R 902.1 Roofing covering materials. Roof shall be covered with materials as set forth in Sections R904 and R905. Class A, B or C roofing shall be installed in service an appliance. DBL. PENNY HB HOSE BIB PSI POUNDS PER SQ. IN. DOUBLE PSF POUNDS PER SQ.FT. than 3 feet 914 mm from a lot line. Class A B and C M1305.1.3 Appliances in attics. Attics containing appliances shall be provided with an opening and a clear and unobstructed passageway large enough to allow removal DIA. I.D. INSIDE DIAMETER • TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND MANUFACTURE OF METAL-PLATE-CONNECTED WOOD TRUSSES SHALL N jurisdictions designated by law as requiring their use or where the edge of the roof is less t ( ) � PP DIAMETER P.T. PRESSURE TREATED roofing required b this section to be listed shall be tested in accordance with UL 790 or STM E 108. of the largest appliance, but not less than 30 inches (762 mm) high and 22 inches (559 mm) wide and not more than 20 feet (6096 mm) long measured INGR. IN GROUND COMPLY WITH ANSI/TPI 1. THE TRUSS DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF NEW YORK. 9 q y DLR. DIRECTION R 902.4 Rooftopmounted photovoltaic panel system. Rooftop mounted photovoltaic panel system installed on or above the roof covering shall be tested, listed and along the centerline of the passageway from the opening to the appliance. ON DOWN INSUL. INSULATION QUAD. QUADRUPLE • TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT WOOD MEMBERS CLAMPED IN RIGID FIXTURES DURING ASSEMBLY TO P P Ys identified with a fire classification in accordance with UL 2703. Class A, B or C photovoltaic panel system shall be installed in jurisdictions designated by law M1307.3 Elevation of ignition source. Appliances having an ignition source shall be elevated such that the source of ignition is not less than 18 inches (457 mm) DR. DOOR INT. INTERIOR REQ D REQUIRED INSURE TIGHT FITTING JOINTS. I.S. INSIDE CORNER RMS. ROOMS TO REFERENCE • TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND � as requiring their use or where the edge of the roof is less than 3 feet (914 mm) from a lot line. above the floor in garages. DW DISH WASHER METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN DESIGNED AND INSTALLED TO PREVENT ROTATION AND PROVIDE T R 903.2.1 Exposed wall flashing required to have a kick-out where the eave of the roof intersects a wall to prevent water intrusion into the wall assembly. M 1502 Clothes dryer duct maximum length not to exceed 35' from the connection to the transition duct and reduced 2-1/2 inches for every 45 degree bend and DWG, DRAWING JT. JOINT RELIVE. REINFORCING,REINFORCED Z W P 9 per manufacturer's s specifications, to maintain product warranty, Car down front of fascia, min 4" 5 feet for each 90 degree bend. Install booster fan for additional lengths. Clothes dryer exhaust system shall comply with code section M1502 listed and KSI KIPS PER SQUARE INCH LATERAL STABILITY IN ACCORDANCE WITH ACCEPTED INDUSTRY PRACTICE SUCH AS THE SBCA BUILDING COMPONENT SAFETY INFORMATION BCS() GUIDE TO GOOD PRACTICE FOR 2 LLJ R 905.1,2 An ice barrier/ water shield shall be installed pP � P Y Carry HANDLING, INSTALLING & BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. � � v typical. Apply Ice & water shield in fair weather when the air, roof deck and membrane are at temperatures of 40 degrees Fahrenheit or labeled in accordance with UL2158A. Exhaust duct size shall comply with code section M1506. 0 YP PP Y higher. Ice protection requirements per table R301.2 1 . Install ice & water shield at all eaves, gable ends, hips & valleys. On roofs slopes less • TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE APPROVAL OF A REGISTERED DESIGN PROFESSIONAL. 11 g P q P ( ) • THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY BRACING HAS O m than 4:12, entire roof to receive 'ice & water shield. G2415.7 (404.7) Protection against physical damage: Where piping is installed through holes or notches in framing members and the piping is located less than 1 R 905.2.2 Slope. Asphalt shingles shall tie used only on roof slopes of two units vertical in 12 units horizontal (2:12) or greater. For roof inches (38 mm) from the framing member face to which wall, ceiling or floor membranes will be attached, the pipe shall be protected by shield plates that BEEN DESIGNED AND INSTALLED FOR THE INSTILLATION OF THE TRUSSES. W � o slopes from two units vertical in 12 units horizontal (2:12) up to four units vertical in 12 units horizontal (4:12), double cover the width of the pipe and the framing member and that extend not less than 4 inches (51 mm) to each side of the framing member. Where the W Y underlayment application is required in accordance with Section R905.1.1. framing member that the piping posses through is a bottom plate, bottom track, top plate or top track, the shield plates shall cover the framing member GRAPHIC SYM B 0 LS W extend not less than 4 inches 51 mm above the bottom framing member and not less than 4 inches (51 mm) below the top framing member. WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: � � c=.o 0 R 905.2.5 Fasteners. Fasteners for asphalt shingles shall be galvanized steel, stainless steel, aluminum or copper roofing nails, minimum 12 and exte ( ) 9 0.105 inch 3 mm shank with a minimum 3/8 inch diameter (9.5 mm) head, complying with ASTM F 1667, of a length to G2426.7.1 (502.7.1) Door swing. Appliances and equipment vent terminals shall be located such that doors cannot swing within 12 inches (305 mm) horizontally of - All general notes unless otherwise noted on plans or product specifications. Z gage � ( )� , the vent terminal. Door stops or closures shall not be installed to obtain this clearance. - All applicable state & local codes, ordinances and regulations if any. � q penetrate through the roofing materials and not less than /+ inch (19.1 mm) into the roof sheathing. Where the roof sheathing is P STRUCTURAL CALC. REFERENCE - In areas where the drawings do not address methodology, the contractor shall be bound to perform strict less than '/. inch (19.1 mm) thick, the fasteners shall penetrate through the sheathing. G2427.8 A mechanical draft venting system, excluding direct vent appliances, shall terminate not less than 4 feet below, 4 feet horizontally from or 1 foot above any �()( W 9 " door, operable window or gravity air inlet into any building. The bottom of the vent terminal shall be located not less than 12 inches above finished ground DETAIL REFERENCE compliance with manufacturer's specifications and / or recommendations. D W v R 905.2.8.3 Sidewall flashing. Base flashing against a vertical sidewall shall be continuous or step flashing and shall be not less than 4 XX '- level. v - General contractors and subcontractors to review these construction documents upon receipt from architect inches (102 mm) in height and 4 inches (102 mm) in width and shall direct water away from the vertical sidewall onto the roof FLOOR FINISH CHANGE ❑ al sidewall onto the roof or into the utter. Where siding is provided on The vent terminal of a direct vent appliance with an input of 10,000 BTU per hour or less shall be located not less than 6 inches from any air opening `` and report any and all discrepancies including any dimensional conflicts, immediately to architect for or into the gutter. Where siding is provided on the vertical 9 9 P into the building. Such an appliance with an input over 10,000 BTU per hour but not over 50,000 BTU per hour shall be installed with a 9 inch vent the vertical side wall, the vertical leg of the flashing shall be continuous under the siding. Where anchored masonry veneer is 9 PP P P P corrective measures prior to construction. provided on the vertical sidewall, the base flashing shall be provided in accordance with this section and counterflashing shall be termination clearance. O DOOR � HARDWARE TYPE - DO NOT SCALE DRAWINGS. DIMENSIONS SHALL BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. � r F'1 CD provided in accordance with Section R7 se fl .2. The vent terminal of a direct vent appliance with an input of over 50,000 BTU per hour shall be located not less than 12 inches from any air opening into v CD R 905.2.8.5 Drip edge. A drip edge shall be provided at eaves and rake edges of shingle roofs. Adjacent segments of drip edge shall be the building. XX _ _ _ XX BUILDING SECTION - The general notes and typical details apply throughout the job unless otherwise noted or shown. XX XX - DISCREPANCIES: The contractor shall compare and coordinate all drawings; when in the opinion of the ~ overlapped not less than 2 inches (51 mm). Drip edges shall extend not less than k inch (6.4 mm) below the roof sheathing O m Section G2439 614 Clothes Dryer Exhaust � PARTITION TYPE contractor, o discrepancy exists, the contractor shall promptly report it to the architect for proper � and extend up back onto the roof deck not less than 2 inches (51 mm). Drip edges shall be mechanically fastened to the roof ( ) ry adjustment before proceeding with the work, w J Z Q independent of all U deck at no more than 12 inches (305 mm) o.c. with fasteners as specified in Section R905.2.5. Underlayment shall be installed G2439.1 (614.1) Installation. Clothes dryers shall be exhausted in accordance with the manufacturers Instructions. Dryer exhaust systems shall be - OMISSIONS: In the even certain feature of the construction are not fully shown on the drawings, their over the drip edge along eaves and under the drip edge along rake edges. other systems and shall convey the moisture and any products of combustion to the outside of the building. construction shall be of the some character as for similar conditions that are shown or noted elsewhere on U O o R 1001.1 Masonry fireplaces & chimneys to be constructed in accordance with Section R1001 and the applicable provisions of Chapters 3 G2439.4 (614.5) Dryer exhaust duct power ventilators. Domestic dryer exhaust duct power ventilators shall be listed and labeled to UL 705 for use in dryer exhaust the construction document set. and 4 of this code. duct system. The dryer exhaust duct power ventilator shall be installed in accordance with the manufacturers instructions. W R 1003.9 Termination. Chimneys shall extend not less than 2 feet higher than any portion of a building within 10 feet, but shall not be less - All work is to be performed in a professional manner and in accordance with best practice and consistent � ,��R �ARC with manufacturer's and supplierU s recommended installation procedures. O RT CyF y>1 than 3 feet above the highest point where the chimney passes through the roof. Section P2607 Waterproofing of Openings P2607.1 Pipes penetrating roofs. Where a pipe penetrates a roof, a flashing of lead, copper, galvanized steel or an approved elastomeric material shall be installed - The architect has not been retained to perform framing inspections and / or field inspection. The architect < �� ALF CA Section R1004 Factory-Built Fireplaces in manner that prevents water entry into the building. Counterflashing into the opening of pipe serving as a vent terminal shall not reduce the required is therefore not responsible for any and all conflicts including weatherazation, water proofing and framing 2 & 11. 21. R 1004.1 Factory built fireplaces shall be listed and labeled and shall be installed in accordance with the conditions of the listing. Factory internal cross-sectional area of the vent pipe to less than the internal cross-sectional area of one pipe size smaller. with respect to the construction documents. PURSUANT TO SECTION 69.5 (b) OF THE NEW YORK STATE EDUCATION DEPARTMENT, REGULATIONS OF THE COMMISSIONER (-REGULATIONS"), 8 NYCRR 69.5, ENTITLED = built fireplaces shall be tested in accordance with UL 127. R 10004.5 Gasketed fireplace doors. A gasketed fireplace door shall not be installed on a factory built fireplace except where the fireplace AN ARCHITECT WHO SEALS 'PLANSSPECIFICATIONS AND REPORTS" MUST PLACE A STAMPED WARNING ON THE SEALED DOCUIT IS U "SEALS", , NdENT INDICATING THAT: CO �� system has been specifically tested, listed and labeled for such use in accordance with UL 127. VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER AND ITEM IN ANY WAY. 02 Factory built or masonry fireplaces shall be equipped with an exterior air supply to ensure proper fuel combustion unless the room is mechanically ventilated and controlled so that the indoor pressure is neutral or positive. See sections R1006.1.1- R1006.5. I-] T� R 1006.1 OF N Energy Efficiency B NUMBER 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 cellulose) shall be written in inches (mm) or markers that are installed at least one for every 300 square feet (28 m2) throughout the attic space. The markers shall be affixed to the trusses or joists and marked with the minimum initial installed thickness with 0 Z 6 0 2 3 numbers not less than 1 inch (25 mm) in height. Each marker shall face the attic access opening. Spray polyurethane foam thickness and installed R-value shall be listed on certification provided by the insulation installer. W UNIT 5 7a: UNIT 5 8 Q r-'" 2 SHEET NUMBER Z (MODEL B- 2 ) (MODEL B- 1 15 ) W 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WHEN NOT ALI6NED WITH RAFTER, CONNECT KING 5TUD5 TO TOP PLATE ff-20 X it MM. ROOF FRAMING WRAP 1-1/4"X22 6A.6ALV.COIL STRAP 2x4 OR 2xb ATTACH TO EAON PAIR OVER TOP OF TOP PLATE AND NAIL W � E 05-w X 14"MN Of OPPOSM RAPTE RS CRIPPLE 5TUD5 2 ATTACH TO EAM PAIR 2x AGQ LEDGER HU 2-3/8"x5" LAO DBL TOP PLATE Ib"O.G. Z) S O7=offlos 6 RAFTERS ROOF � BOLTS® I6"OG INTO STUDS (� a� 2X BLOCKIN6 O °�--J 6 PLN! SIMP50N STRONG=IE z A35 0 EVERY RR AT 2 END BAYS 2X4 STUD WALL OR .2 GABLE END CEILING JOIST OR W/STRON6BAGYS O W N � `' " STIR" '� - - 51MP50N STRONG-TIE TRU55 BOTTOM CHORD RAFTER H2 CONNECTOR O EA. •� J U 4� SIMIxON STRONG-TIE H2 80 NAILS -TE 1125 TE hb TYP. 8d NAILS TYP. RU6E 51RM5 SFNIL DE ATTAa1ED TO EACH PAIR OF OPPOSM6 RAFTHt�. ALTERNATE TO RIDGE STRAP: H3 a EVERY RR (WHEN ALIGNED)TO STUD AND KIN65 L = 0 c N rn 806E STRAPS ARE MOr REgm WREN cam TES OF PROVIDE 2X4 COLLAR TIE AT � � ��r FOR USE WHBd STUDS AND 115E IIN CAhBINATION ONLY WHEN 5711L7r AND �VA OR 2X4 U.Mn ARE LLLATEP IN Tw_LKER THIRD 0 THE ZIPPER THIRD OF THE ATTIC SPACE .� ATTIC SPADE AV ATTAaV TO MH PAIR X RNTERS W/4-IOd MALS NU 4-I0d AT EACH RAFTER) 05-22 STRAP AT 1E ,N -RAFTERS AL16N -RAFTER5 DO NOT A116N EACH STUD,SEE C/) o'a; Z - L5U26 FOR 2xb R DETAIL 4 ODER LSU28 FOR 2x8,2x10,OR 2x12 O L a� M C U Q CD my FRAMED 47NI 6 = LO _' 00 WINDOW OR ❑ U M RIDGE 5TRAP DETAIL / -RI DC E 5TRAP DETAIL LU25oSIMPSON STRONG-TIE 2x4 OR 2xb OR DOOR LU28® EVERY GJ STUDS® Ib"O.G. � (FOR OATH.GL65 WITHOUT COLLAR TIES) / (WITH OR WITHOUT COLLAR TIES) NO SPECIAL IFT a 2 2x AGQ LEDGER W/3/8"x5" LAO LOCATE AT EVERYRAFTER // N.TS. !-OCA`I E AT EVERY RAFTER 5oLT® Ib"oG INTO STUDS IN THIS AREA REQ SMN STRa� aTRON6 5TRAPPIN6 TO BE 1-1/4'X 22 6A. IN THIS AREA IM lT5 TE tib / 6ALV.,SEE DETAIL 4/DI.ALL STRAPPING - • 6IMPW1 S»W W NAILS Tr ,0 MAY He m r„� / PORGH -ROOF GABLE END WALL TO BEAR A MIN.OF 10"ON FRAMING. 'M AI °R" °`�v2 TT' 152 M. // STRAPPI NO DETAIL DETAIL AT ATTIC 6D NAILS TYP. FOR USE WHEN 5TUD5 AND WIN COMBINATION ONLY WHEN 51WS AND ,' I� CRAFTERS AL16N `RAFTERS DO NOT AL16N N.T.S. I I N.TS. STRAPPING TO RUN ONTO RIM JOIST,SEE O DETAIL q/DI(ONE STORY)OR ONTO 51M AT WALL BEILOW(TWO STORY) i�� IL . OF RAFTER HURRI GAME TIES \ • (D�NT� LOCATED AT EVERY ROOF RAFTER \ 0 ATT I G _ 0 _ STRAPP I NC DETAIL 0 ° 12 FOR FRAME GONNEGTIONS o ° 5hQ50N POT GAP GL(�-4, ° U5E ffZir-4 AT Et•P5 Ln MSrG48p9 DI N.T.S. O l J 2ND FLOOR /� � �q�)1x PROVIDE 3"X31(b"X3"WASHER PLATE AT ALL ANCHOR BOLTS KING STUDENTOIL��MR ❑ rn M5rc4m 5ECURED BY WOOD 51LL PLATES. GOLUMN P05T TOP ANCHOR START MAILS 51MP50N PAB OR 5B ANCHOR BOLTS MAY BE USED IN LIEU OF E T 1 -DV lElfW" / // 5 MTS. LOCATE AT EVERY GOWMW 6tRDER CONNECTION " THREADED ROD W/WASHER PLATE. /I PROVIDE 3"Xb'X.(Y36'6ALV.STEEL PLATE W/ 6480 NAILS AT CORNERS AND INTE RSEGTIN6 (4)MALS MN N a"MR i �' l� WALLS. 3'X12'XD3b'6ALV.STEEL PLATE W/ \ 12-8D NAILS AT AT BUTT JOINTS IN STRAIGHT SIMPSON L5TAI2 STRAP W/ ►L`LENbm M) i \ I -i'-"�N WALLS HWRE T►�RE SINGLE PLATE OR WADER 5-IOD NAILS EACH END AT a.EAP.SPAN 2X6 KING STUDS MAN): l J ONE AT SPANS UP TO b FET EACH JACK STUD I---� Z4'MINIMUM LAP SPLICE OUr LLNbm I f 11/a" NOLs TWO FOR SPANS 6 TO 12 FEET 5/5"0 A301 ROD THREADED b"BOTH ENDS. THREE FOR SPANS 2 TO Ib FEET 2X6 JACK STUDS AO.N): O J PRE Darr 3/4"AND I"ROD AT 51MP50N STEEL 5TRONG WALL,5EE PL.AN5 AT� MIN,NAILS ONE AT SPANS<b' n , PaN M r[?D G I>ISTANGE Gf T/S" BOTTOM�- Ew UMTH I JT FLOOR NAILS TTWO AT HREE SPANSSPA5FROM 6 TO 12' W tt" UNLESS NOTED OTHERWISE ON PLAN U) SIMP50N POST BASE 2"X3/6"X3"WASHER PL W/NUT EACH 510E ABu44 OR ABUbb,SEE PLAN UPPER STORY SHEAR m (4)MALS MN M -GS 22 COIL STRAP 1 - WALL TO GIRDER ALTERNATE ANCHOR BOLT DETAIL © EXTERIOR WALL ❑ FLOOR TO FLOOR TIES I l � BELOW GONNEGTION _ Q Q I I/2'mHOOKED ANGHORBOLT Wrr FOR SET BACK WALLS ,f HDU HOLD DOWNS AND ST�ZONC WALL DOUBLE TOP WALL PLATE SPLICE DETAIL HEADERGONNEGTION N.TS. LOCATED AT EMERY STUD \--,",FOUNDATION f�I MINIMUM a�IBEDr�ENT OR EXPANSION 13 N.TS. �`I' �� 16 _ I F O U N D AT I O 1 V BOLT W/5"MINIMUM EMBEDMENT N.T.S. NTS. � r , OL 6TIM UM 91fATIft PFAME ad OOM N(0.131 x 25`LM)NAILS i \\\ N.T.S. v OL STRAPS OdF ,9VTt1N6 PRM-IOd OOM N PA x V LONG)NAL5. \\ 6 GOLUMN P05T BOTTOM ANGHOR \ ALLOWABLE HOLES - co ►-� N.TS. LOCATE AT EVERY GOLUMW 6FRDER GOMJEGTION roRAf 8D NAIL®6'0/0 AT ALL PANEL EDGES " 160 NAIL® 24 0/G I-_ \../ AS�WF4M. HIP RAFTER Wb 05B OR PLYWOOD W \ W ME ad Nus TOE N D 160 NAIL®24"0/6 " Headers and Beams RAS INTERIOR 1.3E TimberStrand® 5IMP50N HGP HIP 5�PLAN SHEATHING Icro am® VL � (4)MALS MN N and Y depth V CORNER TIE LSL hole zone Parallam®PSL 2 x diameter of the NOTE:WERE 24'WIDE MINIMUM FULL HE16H7 WALL RETURN 15 PROVIDED AT ENDS OF aY LQJ6m 16 BRAGS WALL LINE THE 800 HOEDOWN MAY I � hole zo largesthole minumum) O 13E ELIMINATED. PROVIDE TWO(ONE AT EACH I-W N*tH I?"U*Tti(MM) J 80 NAIL a 6"OIG INTERIOR - - - - - - O 51DFa 05-22 STRAFCS PER DETAIL 4 IN LIEU OF I 51MP5ON BP WASHER ° o AT ALL PANEL E 06E5 d L5TA3b STRAPS SHOWN IN THE DETAIL. NAIL SFEATHINI6 TO - - I SILL PLATE W bd 2x AGQ SILL PLATE. DOUBLE EXTERIOR GYPSUM BOARD o 0 37 - SILL O 4'O/G SILL AT FULL BASEMENTS Microilam® LVL and J 7'MINIM IRi 5/8 DIA STEM ANCHOR - - - - - ENIBE IMLIM BOLTS MAX.2'-8"OL.. 2x 19 I Ar Wiff ME NAIL® 12"0/G AT ALL Parallam®PSL FXtQD BOLTS MIN 7'INTO 05-22 COIL STRAP 3YAc 9R)To RffU MEMBERS NOT AT PANEL EDGES f9_A"/. allowed hole zone FON.WITH T16HTRW WT 4 3'x 3'WASHER TO EACH BOLT. () SAf'��RI(OL STRAP 15/32"055 OR PROVIDE TERMITE SHIELD SILL 2 2 x b AGQ 5J LTP4 RATE NALE�TO middleY span •4 GONTINNUOUS BAR `%I RATE RIM Aw SILL RATE a WO/6 AT M RM r� PLYWOOD 5HEATHIN6 INSIDE CORNER OUT5IDE CORNER LSTA36 W 10-10d NAILS LOCATED 2'TO b" SEAL AND MAINTAIN 8"MIN. V�dGlc Nr�rS d 1.3E TimberStrand® LSL allowed hole zone d r- � r` n r INTO STUD ABOVE AND FROM NO TO FIN15FED GRADE FROM TOP OF WALL PIAN VIEW PLAN VIEW iii Nd4l A5 PER TKLE 9.90 IYfGM. � M o ^ � � � � Co EELOW(2 EACH GORN1£R) NOTE, General Notes ¢ N N N (6 ti � N Tall=2,q" COIL STRAPS UNDER SHEATHING PROVIDE:8d COMMON(0.131 x 25'LONG)NAILS.COIL EXTERIOR WALL TOP / o CV N o'i c'; (O SEE FOUNDATION PLAN STRAPS OVER SFEATHINN6 PRCMDE=IOQ COMMON(0.131 x 3'LONG)NAILS. �.� HEADER MAXIMUM ROUND • Allowed hole zone suitable for uniformly loaded LAY-O\/ER OR 1-AL5E /ALLEY p ATE H i P CONNECTION EXTERIOR GORNER DEPTH HOLE SIZE headers and beams only. WALL FRAMING 4� • Round holes only ORY GONER GONNEGTORS TYPICAL ANCHOR E30LT ST�PT�QR T TO SILL PLA5TRA4PPINC DETAIL �- 5i2 ,r4' • No holes in cantilevers. nd ST N. . NETS. 7yy"to 20" 2" • No holes in headers or beams rn plank orientation. N.T5. LOCATED AT EVgRY C�OR1�R N.T.S. LOCATION AS NOTED N.TS. ERY STUD N.T.S. N.T.S. See illustration for Allowed Hole Zone DO NOT cut,notch or drill holes in headers except as U N indicated in illustrations Z z and tables. m a g A MINIMUM OF TWO BRACED WALL LINES(19A-)A RE REGIUIRED IN EACH DIRECTION OF A BUILDING. BW-'S SHALL NOT BE SPACED Z N N a z z z O z z z n n o 0 0 1= 0 0 Fi w MORE THAN 60 FT APART. WALLS WITHIN A BWL SHALL NOT BE OFFSET BY MORE THAN 4 FEET FROM A BW_ BW-LOCATIONS ARE ATO T Q PONY WALL/'usw-��I I NOTE: TO TGP A`POM'WALL f L�-��'I �' `/) `� ¢ `) Ln a ¢ cn N INDICATED ON FLOOR PLANS NOTE:2 FT MAX PONY WALL MAY BE I I 2 FT MAX PONY WALL MAY BE I I W W W w W ui ob U 5I .m Drm HADOPM AT O5-WSP'DRKfP A BRACED WALL PANEL(BWP)SHALL BE361N WTHIN 10 FEET OF EACH END OF A BW_ THE DISTANCE BETWEEN ADJACENT PLACED ON TOP OF HEADER PLACE=D ON TOP OF HEADER WALL.E W PNL6(T11'E A)tpU A5 ED6E5 OF BWPS SHALL NOT BE eREATE R THAN 20 FEET. THERE SHALL BE A MINIMUM OF TWO BHP ON EACH BW-EXCEPT AT AT PIWIT WALL PETALS G AND P. WALLS<Ib FEET LONG MAY HAVE ONE 48"OR LON662 BW'. BW'S ARE TYPICALLY 05-H5P SHEATHED BRACED WALL PANELS ® (TYPE A)OR 6YP5UM BOARD 6B(TYPE B). PROVIDE TYPE G,D,E,OR F PANELS A5 NOTED ON PLAN WHERE BW TYPES A 3 I/2'WIDE LVL HEADER(5F PILAW ®I 5.0 NAILS AT PTT1Z AND B DO NOT QUALIFY DUE To MINIMUM LENGTH REQUIREMENTS OR ADDITIONAL CONTRIBUTING LE=NGTH OF BHP 15 REQUIRED. GONT1NIl0U5 TO OIJf51DE of PANEL N O ® BW TYPE5 ARE INDICATED ON FLOOR PLANS. r ^ ®I -3/61 THREADED ROD Z kD , ® G546P CONTINUOUSLY SHEATHED BRACED WALL PANELS(TYPE A)SHALL MEET E,•� NOTE:WHERE 24'WIDE MINIMUM FULL HEIGHT TEE MINIMUM LENS OF TABLE'R602.105. NAIL V MINIMUM WALT. CONTINUOUS IlV4"MIN DI P HEADER TO CONTINUOUS Ilia"MIN DEEP HEADER TO �1 WALL RETURN 15 PROVIDED AT ENDS OF SHEATHING,WITH 8d NAILS O b`O/G(ED6F5)AES 1240/0(IFIE D)AND PROVIDE.2X OUTSIDE KING STUD(5EE PLAN) � OVT51DE KING STUD(SEE PLAN) PMFl I96C G5-MSP BRACED WALL LINE T W b" BLOGKIN6 AT ALL UNSUPPORTED PANEL EDGES. PROVIDE 800 POUND HOLD" D NAILS �"SHEATHING C HEADER W/ 0 NAILSTEN�'SHEATHING TO HEADER W/ Z HOLDOWN MAY 13E ELIMINATED. PER DETAIL Iq OR 20 AT EN05 OF BRAZED WALL LINES THAT DO NOT HAVE 8D NAILS 0 3'0/G IN EACH DIRECTION 8D NAILS 0 3'O/G IN EACH DIRECTION W EITHER A 24"MINIMUM FILL HE16W WALL RETURN OR A 48'MINIMUM 5WP. 51MP50N L5TA24 STRAP ON BOTH 5105 AND SIMPSON L5TA24 STRAP ON R&EATHED TRIM TOP OF PANEL AS RE-QV 2 � V EACH OF HEADER TO JACK STUD W/16-100 NAILS � FACE MU Ib-IOD NAILS 641/4'SD5�� 0- � � TABLE R602.105 MINIMUM LENGTH REQUIREMENTS OF C5-WSP m FASTEN TOP PLATE TO HEADER W/2 H FASTEN TOP PLATE TO HEADER W/2 F- PORTAL STRAPS L)2'FROM EDGE ON J O CANTIMIOUSLY SHEATHED BRACED WALL PANELS ROWS OF ibd NAILS 0 3'o/G z RON5 OF I6d NAILS O 3"0/G z WALL MIN PANEL BOTH SIDES(4 STRAPS PER PANEL) W ^ W WALL AJAGENT CLEAR MINIMUM LENGTH OF " . HEIGHT(FT) WIDTH L U iii HE16HT(FT) OPN6 HE16HT BRACED WALL PANEL PANE.SHALL HAVE A LB46TH'L'OF HOT PANS SHALL HAVE A LENGTH'L'OF NOT $ 28" W _ ¢ 51N1P5CN GNBV GOIIPLER Wi <64" 24" LESS THAN 16"FOR 8 FT WALL,18'FOR q LESS THAN 16'FOR ONE STORY AND 24'FOR ~ $ 64'TO 80" 32' - FT WALL,AND 20'FOR A 10 FT WALL SEE FIRST FLOOR OF TWO STORY APPLICATION. q 32" 80"To qb' 36'* PLAN FOR ACTUAL LENC7TH X ��ACTUAL LENGTH � 10 34" PANEL,VERIFY PANEL 15 RIM 0 Q SIMP50N 5N5B STRONY-WAl15B Z <64' 27' GYPSUM BOARD "6B"BRACED WALL PANELS(TYPE B)SHALL BE - II 38" Q ANCHOR BOLT OR q 64"TO 80' 30' 48"MINIMl1M IN LENGTH ON BOTH SIDES OF WALL PER TABLE - 12 42" NOTE:DETAIL APPLIES TO ADFIE51VE ANCHOR 80"TO qb' 41" `8602.105. SEGJW&6YNSUM BOARD NTH bd COMM NAILS, � (2)JACK STUDS MIN.OR PER PLAN � (?)JACK STUDS MIN.OR PER PLAN � C) <64" 30" Agl5'X I%*6YPSUM BD NAILS,OR DW'X 1%"ANNAJkR-RINGED O O Borth ENDS of HEADER IO 64'TO 80" 30" NAILS O'1'O/G(CD6E5)AES'f"O/G(FIf3D). BLAC.KIN6 IS NOT - - r o 80'TO qb' 38' AT IJI�PPORTED Pte-ED6E5 WHEN PANEL'S ARE BLOGKIN6 AT PANEL EDGES BLOCKING AT PANEL EDGES N_ ❑ INSTALLED HORIZONTALLY. PROVIDE JOIST OR TRUSS OR FULL *Partial credit for panels 36"to 48"wife per 8602.10.5.2 HE16HT BLOCKING DIRECTLY ABOVE AND BELOW TYPE B WALLS. ONE JACK AND KING STUDS ONE JACK AND KING STUDS BLOCKING AT PANEL EDGES "L" EQUAL TO T'PIGAL HOLDOHN DETAIL AT CONTINUOUSLY SHEATHEDWOOD n n - FASTEN 1116.SWATHING TOEACH STUD FASTE3NT/I6'SHEATHING TOEACH STUD TWO KING STUDS Or > I2° P r C�7 �r7 A �p L� STUCTURAL PANEL CS-WSP - TYPE A R GYPSUM BOARD GB TYPE B AND SILL WW COMMON NAILS o 3'0/G AND SILL IN W COMMON NAILS O 3.0/G r t I�t'�MED FLOOR • NOT TO SCALE PER FIGURE 8602.10.5 NOT TO SCALE PER FIGURE 8602.10.5 FASTBa rnb'SNEATHRL TD STUD 0 m AND SILL W/8d NAILS 0 4'O/G ?� J PORTAL DETAIL"A"ONLY APPLIES SIMP50N HDU5 HOEDOWN W/14-1/4'505 C� NTS TO 2 FT TO 18 FT WIDE OPENINGS. SIMPSON HDU2 HOLDOW<VU 6 1/4' Z ¢ TABLE 602.10.3(2)WIND ADJ,J5TMENT TO SGREMS M DOABLE ETD STUD 505 SCREWS IF NO FLOOR ABOVE. TABLE 602.1030)BTRAGIN6 REQUIREMENTS BASED ON 14OMPH HDU4 SCREWS IF O 10-1/4W5ABOVE. U) O � u) WIND SPEED,EXP05LRE B,30 FT MEAN,ROOF HEIGHT,10 FOOT REQUIRED LEN6TH OF WALL BRA009. 2-1/2'm ANCAIOR BOLT OR EXPANSION SCREWS IF FLOOR ABWE. PANEL TO SIT DIRECTLY ON TOP OF W SPolP9ON DTTIZ tpaDOWN AT G5 WSP DRKED WALL HIEI6HT5,AND 2 BRACED WALL LIMES BOLT WITH 2"X2")V PL WASHER GONGRETE FOIMDATION WALL W ADJUSTMENT STORY CONDITION ADJUSTMENT OVER V2'�ANCHOR OR EXPANSION BOLT Q ® WAIL EW PANi5(TYPE A)tDU AS RELY CONT BA5ED ON SUPPORTING FACTOR N4 BAR CONT IN TOP OF CONCRETE CONCRETE #4 BAR CONT IN TOP OF CONCRETE 241/2'9 ANCHOR OR EXPANSION BOLT f 3 TIE U �,��R D gRc'�i AT 6R V WAIL DErAIS c Aw D. STORY BH-5PAGING METHOD 6B H� FOUtDATiON FOUNDATION ® SHEATHING EXPOSURE CATEGORY ONE STORY G 12 FOUNDATION Q �C9 ��O yF,QG �0 1$-100 NALS AT DTTIZ , EXPOSURE CATEGORY ONE STORY D 15 >e4 BAR GOVT IN TOP AND BOTTOM v 0- � TOP 10 25 5S doll EXPOSURE CATEGORY THO STORY G l3 RODPAB5-16 ANCHOR BOLT,S E THREADED OF CONCRETE FgJtDATION 51MP50N 581/8X24 OR PAB7-18 ANCHOR7-4 TOP 20' 5.O' 10.0' �'�E CATEGORY TWO STORY D I b EXTEND WALL SFEATHIN6 OVER RIM JOIST ROD PY WASHER PLATE,`.�DETAIL 15ADI " " PA85-18 ANCHOR BOLT OR�/e THREADED BOLT OR Ye SEE DETAIL 1�i OVER ROD W/WASHY PLATE,SEE DETAIL 15/01 V ROOF EAVE TO RIDGE ROOF ONLY 15 FT 1.3 PANEL EDGE ® TOP 30' 7.0' 145' �,�HAVE TO RIDGE ROOF ONLY 20 F=r Ib FRAMED WALL PORTAL DETAIL"B'ONLY APPLIES TO b F7 70 IB FT WIDE OPENINGS. � FLOOR PANEL HAS CONTRIBUTING LENGTH OF 46"TOWARDS R602.10.3(I)MINIMUM LENGTH WALL TO 13E USED ON FIRST FLOOR APPLICATION ONLY.PANEL HAS rk c _.� TOP 40' 9.0' 18.5' ROOF HAVE TO RIDGE ROOF+I FLOOR 15 FT 1.15 RE-QUIREMENT5 FOR BRACED HALL PANELS AT BRACED HALL LINE5. WALT-TO BE GONTRIBUTIN6 LENGTH OF 4b'TOWARDS R&02.103(U MINIMUM LENGTH TO DETEPSONRMINE MINESTROPANEL LL REQUIRES C+IORENGINBOLT DESIGN TO ROOF EAVE TO RI06E ROOF+I FLOOR 20 FT 1.3 II ED ON FIRST FLOOR AFFLIGATION ONLY. REQUIREMENTS FOR BRACED WALL PANELS AT BRACED WALL LINES. TO DETERMINE PANS SIZE AND ANCHOR BOLTS FOR ❑ J. 0238A0 TOP 50' 11.01 23.0' ROOF HAVE TO RID6E ROOF+2 FLOOR 15 FT 1.1 ACTUAL HORIZONTAL DE516N WIND LOAD AND CONDITION HOF'N Eby ROOF HAVE TO RI06E ROOF+2 FLOOR 20 FT NP TOP b0' 13.0' 275 n n •�'•�'•'�"• • I WALL HEIGHT ANY STORY 8 FT o.g CONTINUOUSLY SHEATHED PORTAL PORTAL FRAME WITH HOLD-DOWNS ALTERNATE BRACED WALL PANEL ABR) SIMPSON STRONG WALL 3/8'9 ANCHOR BOLT OR WALL HEIGHT ANY STORY q FT Q.gS 2016023 ADHESIVE ANCHOR BOTTOM°F 2 10 5.0 105 HALL.HEIGHT ANY STORY N FT 1.05 FRAME "CS-PF" DETAIL - TYPE C "AFH" DETAIL - TYPED DETAIL - TYPE E DETAIL - TYPE F : WALL HEIGHT ANY STORY 12 FT I.I C 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 NOT TO SCALE PER ENGINEERED METHOD W IF BOTTOM OF 2 20 9.0 19.0 NR•1BEiz OF BWL PER PLAN DIRECTION AT STORY 3 1.3 BOTTOM OF 2 30' 13.0' 275' NUMBER OF OWL PER PLAN DIRECTION AT STORY 4 1.45 Q SHEET NUMBER , M)MBER OF O L PBZ PIAN DIREG11ON AT STORY 5 OR MORE Ib B°TT°Mof2 40 110 ° ("2BRACED WALL PANEL DETAILS t--� I,�' I� G /� GYP BD FINISH OMITED FROM INSIDE FADE OF BW 1.4 HOLDO YN DE.TAIL AT ✓L.t E3 BOTTOM OF 2 50' 21.0' 44.0' APPLIES TO METHOD GS-HSP ONLY UNIT 5 7 (MODEL B- 2lUNIT 5 8 (MODEL B- 1 15 ): 6YP BD FA5TENIN6 ANY STORY 4"0/G 0.7 / 20 N T,S BOTTOM OF 2 60 25.0 52 5 U) NOT TO SCALE APPLIES TO METHOD 6B ONLY W COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED HATCHED AREA U ^ , CL 2 HR 5EPERATION INDICATES LOCATION Z W WALL PER UL#336 A OF FIRE RATED ROOF d 10'-0"HIP WIDTH W B2-5 WALL F�CENTER OF � 4'-0" 4'-O" (NO VENTING) (NO VENTING) FIREWALL-EACH 51PE RIDGES TO ALIGN o V 0- RIDGE VENT ^^ ,, -- RIDGE VENT O W L O 6� ,=; 05 r i 6"AZEK TRIM BOARD p o zz 81-5 'AZEK RAKE BED) = 22 Z "AZEK TRIM(TTP) 6UTTER5 d LEADERS Z U c�u' 12 Ci 2 L - L'ANK HORIZONTAL a ALL GUTTERS LEADERS SHALL BE BAKED Q w M 12 12 12 'AN 12 WHITE ALUMINUM .032 MIN.GAUGE,GUTTERS o �, cr 12 12 12 G / DING 5HALL BE 5"5EAMLE55,0.6.5TYLE W/ALL ❑ _ 00 co d LEADER5 b"AZEK TRIM BOARD ' ALL GUTTERS d LEADERS SHALL BE BAKED '�// WINDOW �� RELATED � REQUIRED AGGE550RIES. LEADERS V `�' 12 SHALL BE MIN.2"x3",.021"GAUGE W/GLIP5 d coo WHITE ALUMINUM .032"MIN.GAUGE,6UTTER5 HARDIPLANK HORIZONTAL SHALL BE 5"5EAMLE55,0.6.5TYLE W/RLL +/- I I ANGHOR5. CAULK d SEAL ALL JOINTS. PITCH ., CLAP SIDING GUTTERS MIN. I/8"/FT.PROVIDE P.Y.G, n= RELATED 4 REQUIRED AGGE55ORIE5. LEADER5 a" S" a" g 12 12 REGEPTOR5 b"ABOVE GRADE TO RECEIVE SHALL BE MIN.2"x3",.021"GAUGE W/CLIPS d I"x 8"AZEK RAKE BD W/ OH. OH. OH. 2446 +/- 11 LEADERS(CLOSED GAP DESIGN). ANCHORS. CAULK 4 SEAL ALL JOINTS. PITCH GUTTERS MIN. I/8"/Fl.PROVIDE PV.G. I"x 3"AZEK TRIM(TYPJ 12 ' 0:2'-4° 12 REGEPTOR5 b"ABOVE GRADE TO RECEIVE --- -_ q 6"DIA6.AZEK TRIM BOARD X 4'-b" +/- I I I",AZEK SHEETING LEADERS(GLo5ED GAP DE51GN). 12 =_ 2040 2040 Q i 6"HIGH BLIND b"HIGH BLIND — / Q O FLASHING - - - - - - - FLA5HING U AL(6N Ixb FA5GIA B2. Q _ _ DINING AREA - - - - - - - - - - - - - - - I. _-- - PLATE HT. FASCIAS 6„ I I'-0" cA M.BEDROOM , ,� 6 `-�I OH. Z PLATE HT. x8 FASCIA BD. - I"O = - '-0" O OH OH _011OH GL U 12 LINE OF ROOF 1 a, _ pH / I' 0' PLATE HT. O TRU55 BEYOND OH. / / i i r ILL q / - -- '' - LL NOTE w: - -�- - I- - I-- --- - I I O m _ �TU �U� _ t- I 2 PYG SHUTTERS WITH FIXED i i 11 L'L II q ® n' z I I dJ " �' Z (� (3) 2x8 P.T.GIRDER HINGES. WIDTH OF , = I I to AZEK o ❑ BEYOND o SHUTTER TO BE HALF T i �_ Q I I FRIEZE BD. -' r■■� -o 111 WIDTH OF WINDOW. _ q / I I II - 1x8 FASCIA BOARD i i [ 4 , Ixl2 AZEK TRIM COLUMN®COVERED ul - -- - i i LUMN®COVERED PORCH BEYOND4 77T II PORCH BEYOND = iiii ~� 51MP5ON LU52b-3 FACE FIN. 1ST FLOOR_ _ _ - - O MOUNT HANGER `I / FIN. 1ST FLOOR N _ _ - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — [�] (3) 2x12 P.T.61RDER BEYOND W - I 1 1x4 AZEK TRIM I I I I IT I I I I � ALL 51DE5 I I HATCHED AREA 1 1 1 Ix AZEK TRIM BOARD OVER I I INDIGATE5 LOCATION I I I I I I m - u`�i i,�i i�I I OH. 61RDER5(TYP,) I I I I OF FIRE RATED ROOF 4 I I I `v u m w 51MP50N BG52-3/6 P05T I I WALL SHEATHING,4-0 ❑ FROM CENTER OF I I I I I I 4 O GAP ANCHOR Q FIREWALL-EACH 51DE 10"5QUARE H686 PERMA GA5T I I I 1 II I I I I I I L J COLUMN#40,52 W/5QUARE ( I I I FLAT GAP 8 BA5E(OR EQUAL) - 4" 2'-0" i 4 CORNER GOLUMN TO BE CL 2 HR PROVIDED W/SPLIT KIT I I I I 1 WALL PER UL#336N I I I I I _ BASEMENT ~ rk BA5EMENT _ _ _ _ _ _ _ _ Q I bxb P.T. P05TWITH5IMP50N -1 - - - - - - - - - - -" - - - -�- - - -1 1- - - - - - - - - - - - - - - - - - - - - - - - - 1- - - - - - - - - - - - - - - - - - - - - 01) ABUbbP05TBA5E (lYP - ALL t- -I- - - - - - - - - - - - - - - - - - - - - - 1- - - - -1- - - - - - - - - - - - - - - - - - - - - - - - -I�-- - - - - - - 1- - - - - - - - - - - U I I COLUMNS) � UNIT 58 ( 15 ' PORCH) UNIT 5 7 TYR REAR COV. PORCH DETAIL I _ A MODEL B-2 (MAGNOLIA)- ��ONT ��TIONMODEL B 1 (INKBERRY) B2-51,4„ = I1-011 3/4"=1'-0" B2-I A 2 HR 5EPERATION WALL PER UL#336 B2-5 4'-0" 4'-0" TYPICAL ROOFING: (NO VENTING) (NO VENTING) ARCHITECTURAL 5HINGLE5 15# HATCHED AREA INDICATES LOCATION OF FELT UNDERLAYMENT RIDGE PENT I FIRE RATED ROOF d WALL 5HEATHIN6,4'-0" RIDGES TO ALIGN n � ^ to n N FROM CENTER OF FIREWALL-EACH 51PE Q N N N M i� 7 N 5/8" PLYWOOD SHEATHING � r N N M fM CO .- RI06E VENT 44 4 HARDIPLANK HORIZOC TAL CLAP I"x b"AZEK RAKE BD W/ SIDING 12"x 18"VINYL I"x 3"AZEK TRIM LOUVERED VENT 6"AZEK TRIM TYPICAL ROOFING: 12 ARCHITECTURAL z U) b"AZEK TRIM BOARD - 12 q SHINGLES 15# FELT a g b"HIGH BLIND UNDERLAYMENT 66 z a 12 a FLA5HIN6 5/8" PLYWOOD o 0 0 -I° o o Z w SHEATHING > > > > > a ¢ j I"x 8"AZEK RAKE BD W/ q // 12'-0"STEP It W a w W w m m y I"x 3"AZEK TRIM(TYP)—� NOTE: // GEIL.BEYOND ROOF TRU55 DESIGNER TO N b"DIA6.AZEK— \ AD�15T HEEL HEIGHT FOR 12 ROOF® COVERED o TRIM BOARD 12 ROOFS TO BE FLUSH q _ _ PORCH BEYOND N a b"HI6H BLIND�� 10'-10" 12 I s FLASHING 2 w b"HIGH BLIND LINE OF HIGH - - - - - - - - - - - FLASHING -GEIL BEYOND PORCH GREATLATE HT t rw wi 1,-0" o j j - - --- - - - PLATE HT. O m OH. � � II II i ii ii ii i W ~ w w I I I I I I ~ II II II II II I I � U � I I I I I I I I I z I I I I I I I I I I I I I� I I I I I / $ I I I I I I q 1 18 0" IBI WI TH I I � W n I6 4 BL WI TH I I w JPP I I i t I I F F — II II II ry I I I I I I I I I I ili U I I I I I I7TFIII . dJIIIAli I I I I I I 6 AZEK TRIM I I I I I I ALL 51DE-5 I I I I I I I I I I II II II II II I 9 m z i 2020 NY5RG- 8312.2.1 z IN. IST FLOOR I I I I _ L_yLuj L44 *L1 Ill 11 11 Ill Ill .1 1 Ill vi ILL11 1 Q _ _FIN. 15T FLOOR IN DWELLING UNITS,WHERE THE TOP OF THE 511E OF AN Z ¢ 2020 NY5RG- 62421.8 (503.8) OPERABLE WINDOW OPENING 15 LOCATED LE55 THAN 24" _ �/ENTIN6 5Y5TEM TERMINATION LOGATION: ABovE THE FINISHm fLooR AND GREATER THAN 72 ABOVE v� Lu THE FIN15HED GRADE OR OTHER 5URFAGE 13ELOW ON THE 47- THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN 0 6 AZEK TRIM I it I I I III I iii I I I I I I I I COMPLEXTERIY WITH ONE OF THOR OF THE E OWIPERABLE WINDOW SHALL U ERE ARc I I " I II it II I I I I I " INPUT of 10,000 BTU PER HOUR(3KHU OR LE55 SHALL BE bxb P.T.P05T WITH 51MP50N I II II II I I WALL,BEYOND b AZEK TRIM I I I I I b AZEK TRIO ALL SIDES I I " � oe�R cy ALL 51DE5 I Vu II IIII 1111 II 1jj1 I LOCATED AT LEAST 6 FROM ANY AIR OPENING INTO A *OPENINGS THAT WILL NOT ALLOW A 4 INCH DIAMETER 5PHERIE f" lv� , FRL �C BG52-3/b P05T GAP ANCHOR d I I IIII II IIII I ALL SIDES 1111 II IIII I ( 1 ( I I I bxb P.T.P05T WITH BUILDING,AND SUCH AN APPLIANCE WITH AN INPUT OVER 10,000 TO PA55 THROUGH THE OPENING IN ITS LARGEST OPENED `� �y A 51MP50N ABUbb P05T BA5E(TYP- I III I I I U I IIII I 51MP50N BC52-3/b BTU PER HOUR BUT NOT OVER 50,000 BTU PER HOUR 5HALL BE c� c i 1 IIII a IIII I I 1111 6RE55 IIII I I ( 10 501JAR11 HBd6 PERMA CAST I I I P051TION. Lu ALL COLUMNS) I I IIII EGRE591 III I I III INDOW IIII I P05T GAP ANCHOR Q IN5TALLIED WITH A q INCH VENT TERMINATION CLEARANCE,AND * �k u I I COLUMN I#4p3b2 W/50VARE I I I FALL PREVENTION DEVIGE5 THAT GOMPI.Y WITH A5TM F 2080 2 I II&-jWIND00 _-_JI 1 I ___=i=_JJI I 51MP50N AB%b 4 AN APPLIANCE WITH AN INPUT OVER 50,000 BTU PER HOUR 10" SQUARE HBA 6 PERMA CAST I I LI________ IJ I I FLAT G P BASE (OR EQUAL) I I I POST BASE(TVP- SHALL HAVE AT LEAST A 12 INCH VENT TERMINATION (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO 1 q LI---------IJ i - - GOR R COLUMN TO BE REL.EA5E THE CONTROL DEVICE ALLOWING THE WINDOW TO N UMN #46382 W/SQUARE I I FDI I ( 1 q I PROVID D TW/SPLIT KIT I I I ALL GOLUMN5) CLEARANCE.THE BOTTOM OF THE VENT TERMINAL AND THE AIR NOT FLAT GAP d BA5E (OR EQUAL) ( I 1 -- — — I fDl I 1 I 1 I INTAKE SHALL BE LOCATED AT LEA5T 12 ABOVE GRADE. AREA Y OF�,WINDOW UNIT TO LE55 AN 515QUARREE FEET. ❑ '9 ?3810 - CORNER COLUMN TO BE I I 1�2 HR 5EPERATION I I I I 1 I �FNE� PROVIDED W/SPLIT KIT I WALL PER UL#336 I I I 1 I I I JOB UMBER I I I _ BASEMENT BASEMENT _ - - - - - - - - - - - - - - - - - - - - 016023 - _j t - - -- - - - - - -- - - - - - - - - - �- - - - - - - - - - - - - - I — — — — — — — — — — — — — — — — —�— — — — — — — — — — — — — — — — — — — — — — — — — — — — —I— — — -j i W UNIT 5 7 B 2 A UNIT 58 ( 15TPOR H) REAR ELEVATION UNIT 5 7 UNIT 58 DUET CLUSTER = __ - SHEET NUMBER MODEL B-2 (MAGNOLIA) B2-5 MODEL B- 1 (INKBERRY) B- 2 )I,4�� = I�� (MODEL (MODEL 15 ) ELEVATIONS W 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED F_ ^ , ASPHALT ROOF 5HIN6LE5 Z �C'V,, RIDGE VENT LU ^ E m I2 LINE OF ROOF PLYWOOD 51ATHIN6 / 0 I1 BEYOND® MASTER / Z w _p" R106E VENT BEDROOM 19 ROOFING FELT PAPER 4-1L cn cy)� cu U OH INSTALL ICE E WATER 5HIELD PER U ■ U > MANUFACTURERS SPECS,TO / ROOF FRAMIN6 = IN5TALL ICE 3 WATER 5HIELD ,t o N y: PER MANUFACTURER'S MAINTAIN PRODUCT WARRANTY. / N Z 6 SPEGIFIGATIONS TO MAINTAIN MIN 4'TYPICAL Z U t_a'o CARRY DOWN FRONT OF FASCIA- L X M OlpI WE QE R RIDGE VENT PRODUCT WARRANTY 0.40 ALUMINUM DRIP EDGE Q w a 12 NOTE: CAP / _ I,- � 12 (+/-� APPLY ICE $ WATER SHIELD IN ❑ U co +/- II(� FAIR WEATHER WHEN THE AIR, GUTTER / M 12 ROOF DECK AND MEMBRANE / � RIDGE VENT 1 I2 ARE AT TEMPERATURES OF LINE OF ROOFj8j � 40°F(5°G)OR HIGHER. I a 2" BEYOND® GARAGE i 'v .. . N. ALIGN FA5GIA5 GREAT ROOM DIN AREAFI BEDRM#2 I_p PLATE HT. -- _ - - - PLATE HT. Z PLATE HT. - - OH. mall Mull O _ I 110H. I SLY ICE b WATER SHIELD IN U ' :BD. 1'-0II I ILL I I FAIR WEATHER Z) WHEN THE AIR ROOF DECK AND 1I E: EK m FRIEZE , off I I I I I I MEMBRANE ARE AT � OH \ (D / i i i i - --- - TEMPERATURES OF 40°F(5•G)OR -� I I F HIGHER O 11 L 10" SQUARE H64 PER EXTERIOR WALL i i Q TFITGA5T COLUMN#46382 W/ I I ARDIPLANK SHINGLE'iIDIN6 I I B2-I FASCIA BOARD 'AZEK SOFFIT 0 H I I I I = _ I I 5QUARE FLAT GAP $ Q v130AFZ s oR'CONT.ENTED Ln -TYVEK OR EQUAL r i i i i I I BA5E(OR EQUAL) - I I VINYL SOFFIT 1-- - -1/►b"055 5HEATHIN6 - o I I o ` ' J -2xb WOOD 5TUD5® I b" O.G. _ i i i - - _ CORNER COLUMN TO BE i i Z -b"R-21 BAITS 4 o i i PROVIDED W/SPLIT KIT Qj� C) - II II DETAIL 2 ❑ I I I I 11. 1 Lm I I I I . I I I I I 1 1 - _ _ _ _ i _ FIN. IST_FLOOR SCALE: 1 1/2" = 1'-0" FIN. 15T FLOOR_ _ _ _ 1 11 ELEVMill- .+0-0 2 1 a - - - - - - - - - - 10" SQUARE IB$6 PERMA I I bxb P.T.P05T WITH GA5T COW $N#46332 Wl I I SIMPSON E3G52-3/b 5QUARE FLP T GAP $ I I P05T GAP ANCHOR d I I I I WALL® 6ARA6E I r WALL® GARAGE BASE (ORE AL) - i I P05T BA5E(TYP 6 I I I I BEYOND T I 1 � q"(R-30)BATT + "(R-191 F- W BEYOND I GORNER GO UMN TO BE I I ALL COLUMNS) I I I I I FDI o BAITS = GOMBI INSULATION b' (R-IQ) BAITS U PROVIDED 15PLIT KIT I I ( I I I I VALUE OF(R- NTINUOU5 ABOVE p I I I"AZEK 5HE ETIN6 m T�� GONT.BLIND FLA5HI% ❑ W O I _ �_ 13OLT TO NAILER- VERT LAB B BASEMENT _ I I- - - - - - - - - - - - - - - - - - - - - - - - - - � V T - - - - - - T W/�"DIAXb°LBOLTS 1- - - - - - - - - - -- - - - - - - -1- - - - - - - - 1- - - - - - - - - - - L-- - - - - - - - - - - - - - - - - - - - --� — j- - - - - - - - -1 - - - - - -- --1 - - - - - - J- - - - - - - - - - - - - -� RICHT END ELEVATION 2"x b"RR® Ib" I I U) 2020 NY5RG- 8312.2.1 2020 NY5RG- 62421.8 (503.8) I/4" = I'-0° OG v � � 9" (R-3�0) BAITS W IN DWELLING UNIT5,WHERE TIE TOP OF THE SILL OF AN VENTING 5Y5TEM TERMINATION LOCATION: UNIT 5 7 OPERABLE WINDOW OPENING 15 LOCATED LE-55 THAN 24" THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH ABOVE THE FINISHED FLOOR AND GREA �F;7}{ApI 12■ AN INPUT OF 10000 BTU PER HOUR(3KW)OR LE55 SHALL 2"x 4"SOFFIT BM5 I I ABOVE THE FINISHED GRADE OR OTHER SUI�FAGE BELOW BE LOCATED AT LEAST b"FROM ANY AIR OPETlIN6 INTO A ® I6"OG U ON THE EXTERIOR OF THE BUILDING,THE OPERABLE BUILDING,AND SUCH AN APPLIANCE WITH AN INPUT OVER WINDOW HEADER PER PLAN I I 0 WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: 10,000 BTU PER HOUR BUT NOT OVER 50,000 BTU PER B - 2 (MAGNOLIA)- 5PHEREOPENIN65 THAT WILL NOT ALLOW A 4 INCH DIAMETER HOUR 5HALL BE IN5TALLED WITH A q INCH VENT MODEL TO PA55 THROUGH THE OPENING IN IT5 LARGEST TERMINATION CLEARANCE,AND AN APPLIANCE WITH AN OPENED POSITION. INPUT OVER 50,000 BTU PER HOUR SHALL HAVE AT LEAST "FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F A 12 INCH VENT TERMINATION CLEARANCE.THE BOTTOM OF 2090 THE VENT TERMINAL AND THE AIR INTAKE 5HALL BE SII T -7 SELF FLA5HIN6 TRANSOM WINDOW (THE WINDOW OPENING CONTROL DEVICE AFTER LOCATED AT LEAST 12"ABOVE GRADE. /II pq III\ 5TANDIN6 SEAM METAL I I BEDROOM #2 OPERATION TO RELEA5E THE CONTROL DEVICE (_J- ILII—IL GHA5E GAP ALLOWING THE WINDOW TO FULLY OPEN,SHALL NOT — — b" TRIM GAP REDUCE THE NET CLEAR OPENING AREA Of:THE WINDOW OPTIONAL WOOD — — — RI06E VENT = UNIT TO LE55 THAN 5.i 5QUARE FEET. GHA5E WITH METAL 2"x8"® Ib"OG FOR SEAT Iii � �- �- n n � N w GAP AND GULTURED 12 = 4 (V fel (V (M (M (O N STONE VENEER t b DOUBLE-HUNG WINDOW I I TOP CO��LNYSFFILALTION SEAT CAVITY IN5TALL ICE 4 WATER SHIELD _ � T 12 GARAGE DORMER (2)2"x8'® END W/A35 PER MANUFACTURERS TT j - SPEGIFIGATIONS TO MAINTAIN 12 51MP50N CONNECTOR 51MP50N H2 5A CONNECTORS LINE�OF ROOF - _ PRODUCT WARRANTY - r� _. 1 a �„ BEYOND --g _ _ BEYOND® \ I"x 12"AZEK TRIM z z ------- ------------ N�O� RI16E VENT BEDROOM#2 -- --- ---_- BD GYP BD T - _ RIDGE VENT APPLY ICE I WATER SHIELD IN - - - �' " FAIR WEATHER WHEN THE AIR, -�- — — — — _- - - m o 0 o a o o g JLu Z Z Z O Z Z Z N a. ROOF DECK AND MEMBRANE 12 - - o > > > > > g WIP3/4 T46 OSB 5UBFLOOR- 0 in N <n U) GLUED $. SCREWED-RUN N W W W W w J ARE AT TEMPERATURE-5 OF J 2 I b `� GAONTIN.0115R PLATES w oh m U 40°F(5°G)OR HIGHER. q I— l/Ib" OSB SHEATHING 12 12 BI-I HALL GABLE co FLU5H ROOFS q q OH. 2X12 FLC)OR N Q — — — — — — J015T5 a Ib"OG. a 1x8 FASCIA 6D. FIR57 FLOOR LINE PORCH nil SI'AZEK - M.6EDROOM I z I F- PLATE HT —�n FRIEZE BD. _ _ I I I III ,: himPLATE HT. I ,,. I W (� I'-4.. oH. I I I I I UNI+INISHED ►� I i i I i NOTE W: i I BASEMNT o _ J i I I PVG SHUTTERS WITH FIXED W O w I i i i - HIN6E5. WIDTH OF I I > F---I SHUTTER TO BE HALF I I W w I I 2 I II D C—' HIDTH OF INDOW. I I WD W U B2-I _ I I Z D 0 d l Q i i i EXTERIOR WALL o 2 U) I I I I I = -HARDIPLANK 5HIN6LE 51DIN6- FO-I I I I 6 I I I I o 1 (R-13)CLOSED CELL SPRAY FOAM INSUL � W " I - -TYVEK OR EQUAL ALONG IN51DE FACE OF FND.WALL5-FULL HT zt © © - -1/16"056 5HEATHIN6 OR DRAPED BLANKET INSULATION ❑ -2xb WOOD STUDS @ Ib"O.G. T 111 All I 111 ill I 111 I -b"R-21 BAITS 1111 Yi 111 W I, U- 1 11111 di i i I I FIN. 15T FL j � FIN. 15T FLOOR _ _ _ _ _ _ _ - LAI - - - - O m I I " WALL® GARAGE I - - - - BEDROOM #2 BAY DETAIL I z WALL® BEDROOM I I 12 5QUARE HB$6 PERMA GA5T O o o U I— #2 BEYOND I I I ( AZEK TRIM I COLUMN W/5QUARE FLAT GAP BEYOND I 1"= 1' 0" 82-I.I 0 I I I Ix4 AZEK TRIM bxb P.T.P05T WITH I ALL 51DE5 I $ BA5E (OR EQUAL) - CORNER I w 51MP50N BG52-3/b COLUMN TO BE PROVIDED W/ I O ��R ARC' P05T GAP ANCHOR d 1 ( I I 51MP50N ABUbb I WALL I 5PLIT KIT I o ��o16 T cy�yi��n FDI I I I ALL GOLUMN5) I BREAK 2 a IW s`"'a '1k I I ( I BASEMENT ❑ 0238Ao y�Q' - - - - - - - - - - - - - - - - -I-I- - - - - -TI- - - - - - - -I-I- - - - - - - - - - - - - - - - -11- - - - - - - - - - -IT- - - - - - - - - - - - - - - - -- - - - - - - - - - - - IN I- - -- - - - - - - - - - - - - - - - - - -- - - - - - -I - - - - - - - -I- - - - - - - - - - - - - - - - -I- - - - - - - - - - 1- - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - J JO N BER LEFT END ELEVATION . . 2016023 UNIT 58 ( 15 W I/411 = I�-oil UNIT 5 7 MODEL B- 2 D ET CL TER = SHEET NUMBER 3 ( ) U US MODEL B - l (INKBERIDNA7) z & 58 (MODEL B- 1 15 )_ ELEVATIONS W - • COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED F- ^ 1 A I 2 HR 5EPERATION z WALL PER UL#336 L �1 E o +� U = U 22'-6" 14'-b" 11'-2" 13'-D" Z V D- y' 2 % - - - - - - d'% d' F- .{� =3 in v rA !E z _ zU O i- x�aM 2 o U o T4 N 4 I I = M 00 Dy a" i,_5y all 51_ill (1_511 b" 2'-b° 4'-4" M.O. 15'-b" 5'-3" 4'-4"M.D. 4'-II" 10'-011 o b" 12'-1011 11 U o ^ x -71 EXGAV. `� UNEXGAV. � a - 4"P.G.SLAB WITH 6x6, ( a� 4 P. .SLAB WITH xb, o m 10/10H.H.M.OR FI RME5H. q FD1 b b f0/10 WMIN.35001P51 GONG. MIN. 500 PSI GO C. q FDI I r------- FDI HO o o 7 m EGRESS HD z yl-pll — all 1 O_ WINDOW p m I m Q p " " r------- 1 HD O m 2x12 FLOOR J015T5 -� 2"x 10 I FD1 I ' a I6 O.G. 2"x 10" I �- o SLAB SEAT o Q HDI o 4 - LAB SEAT Z o „ }� _ _ = E _ = I' AEGRESS m b 4"WIDE JOIST HD INDOW I FD1 I 4 5EAT.T.O.5EAT o " <r o HO I ELEV= (-)I'-I " o o O 12 P.G.FOUNDATION I ( I FDI = J = LL Ln 2'-011 7 WITH OAMPROOFIN6 N _ _ _ _ I L2"P.G.FOUNDATION WALL M 9' FD1 24"x 12"P.G.FOOTING I I Q I 4 WITH DAMPROOFIN6 ON O rn m (2)2X10 P.T. 23'-0"i 1 0z 116 14'-b" az q'-4" FDI 13'-2° 24"x 12"P.G.FOOTING 10" 21_0" � z Qj� V J I- 7 y 11 II I 10"PL.FOUNDATION I I Q �DIREGT VENT HEATING EQUIP. I DIRECT VENT HEATING EQUIP. L 4 WIDE I I I WALL WITH DAMPROOFIN6 I g • 5 Go UMN APPLIANCE CLEARANCE HD �""� I APPLIANCE GLEARANGE APPLIANCES J015T SEAT. �j I ON 20"x 10"P.G.FOOTING 4"WIDE I I I� I 5HALL BE INSTALLED WITH S� O TOW.F1 EV= (-11'-I " }�(I N I -TA.W.ELEV. = 0'-0" ON 3 "x 30"x 16 N. C APPLIANCES,HE CLEARANCES INET CLEARANCES FROM UNPROTECTED o TFOTEGTf�COMBUSTIBLE DEJ015T SEAT. I I I IM I COMBUSTIBLE MATERIALS AS 4 � I I � ERIALS A5 INDIGATF�ON J015T SEAT. r TOW.ELE= (-)i'-I " 111 INDICATED ON THE APPLIANCE LABEL;,, �' ® 9i �iE TOW.ELEV= AND IN THE MANUFACTURERS i • I 1 L_ PLIANGE LABEL AND IN THE I I �1 I o I I MANUFAGTURER5 INSTALLATION L _ IN5TALLATION INSTRUCTIONS. �I o I -2 I O INSTRUCTIONS. .. HD •I J 311 DIA STEEL COLUMN I I N ® o I .�� 00 � � W PROVIDE FRESH AIR INTAKE ON 30 x 30 x I2 OP PG I x TO MEGH EQUIP PER GODS Ff6 N.O.NJ T I I II I o p PROVIDE FRESH AIR INTAKE c i- D TO MEGH EQUIP PER GODS 11 1 1 1 „ 2x12 FLOOR J015T5 I L FL,J0I5T5 HD r I 11 JL 101, I II I II II 11-01, -0 y ca 2'-0" b'-5" b'-5" 8-5 6-2 6-0 / 0 I b O.G. ENNNNNNNII I II I I I — 71 �- � �� r- i f� � 7 Q D.O. 5 1/4"x q I/2" LOW lI D.O. I I L II I � D.O. r� - P.O C I _ — — I I 1 + LVL GIRDER I I - u I r L J B �E T SLAB I- -I 1 TF b 4"P.G. IN.2500 P51 GONG) ( ) J L _ J LL � �-�-Q I i -� I 1 I — -� o l- I -� � � � � •.006 MIL. VAPOR FD 1 V 4 II BA5EMENT 5LAB I I i 1 -� �- J I �- - - - -`� -- I 4 FDI BARRIER — — — — — — — — d Fpl '4'P.G.SLAB(MIN.2500 P51 GONG) I I J I i i I I ry Q, O Il •D06 MIL.POLYETHELENE VAPOR I L I I 11 TAMP d FILL g5SK DENSITY Q BARRIER FILL TO g5 5 DENSITY I I I I I l I i'-o" I 14'-2° XI �- 1 L 5'-011 a'-o" 10 c~n Y-A2 FD1 III UNFIN15HED BA5EMENT I ° I I I I I IL — — UNFINI BASEMENT o Z y I_ 11 II •8'-0`CEILING Hr. L — (I 1 I - I I I "'I r *8'-0'GE HT. I- NP. BEAM POCKET �. - w 4 WIDE 2 b 2'-0" +(R-13)GLoSED TELL SPRAY u- N ® u- I 1 — +(R-I3)GL CELL SPRAY WRAP END5 OF GDR `- J015T SEAT. " (o° FOAM IN511L ALONG INSIDE �n ry o �I— L\ I L 1 0 I I F 7 FOAM INSU ALONG INSIDE I W/ALUMINUM AT FACE OF RV.WALLS-FULL HT — — — — Z- K��—E WALLS-FULL HT L J POCKET OR PROVIDE U TOW.ELEV= (-)I-I �? - - *' ® - - - LANKET O I 4 OR DRAPED BLANKET 4 0 L - -- d I 411 — — I/2 AIR 5PAGE ALL 0 TION — ;a �I ry I— J ALL EXP0EDHOT WATER O SIDES EXP05ED HOT WATER ® m m 1 I 4" WIDE J015T HD P IN6 AND/OR HEATING DUCTS I PIPING AND/OR hEftTIN6 DUCTS 5'-4" 10" I 11 T BE INSULATED AS PER N.Y.5. (V I 4"WIDE J015T TOW.ELEV I SEAT.T.O.SEAT TO BE RATED AS PER N.YS. Q g UNEXGAV. I-1011 - - G_ )SEAT.T.O.5EAT 0-10-i I I ELEV= (-)I-I� GODE.�� r �- ■ G 2Xt2 r- - I ELEV= (-)I'-I " n I 1 = FD 1 P.G.SLAB WITH bxb, 2"x 10 -(2)2X12 - - - D.O. 4"WIDE J015T 10/10 H.H.M.OR - - - - I I I I O - 5EAT.T.O.SEAT SLAB SEAT r FIBERME5H. _ II IIn.� I I Ib'-6° I I I'- YI I `n ° ELEV= (-)I'-I " HIP MIN.3500 PSI GONG. 8 3'-b 0 6-b 6-a' b - 2x12 FLOOR 5 5 _ cy 0 3 2 I - - - ( ® I6" w — /4"XA I/ I - - - �- TOJI I m 4l_ 1 _ J LCL 1- J W r a� — f� F- (- - o I ELEV. =o'-o" UNEXGAV. HD 5 1/4"x q 1/2" LOW D.O. O — ( 2X12 FLD JOISTS p ry co N `" 3 l0"P.G.FOUNDATION WALL" I a Ib"O.G. 46 b,IO/10 WWI. . • Z� 11 WITH DAMPROOFIN6 ON 20"x I - I 7 I� r - - - - - I I 61-5 lo"P.G.FOOTIN6-T.O.W. 11 J w O N OR FIBERMESH. FD1 I 1 u ELEV. = O'-0" Q p MIN.3500 P�I N 4"WIDE J015T SEAT. 1 I I I) 1 I 3 4 -- i GONG. FDI ( I #5 CORNER REBAR5 W/ 4'-0" ITe�- F TOW.ELEV= l-)I'-111 tr-2 11 p 3'-4" - _ _ IZ62-5 �I 1 l-2 2 -o' 4-b " a T- I I� - - - - - D SHED LINE INDIGATES I I LEC-6® MIDPOINT OF 1 2 x 10 z - - I R5T FLOOR WALL5 _ " -- SLAB 5EAT Z 1 I (2)2X12 FLU5H FOUNDATION WALL 16 #5 CORNER KEBABS W/ 4' 0" — g A VE FROM TOP 4 BOTTTOM. I I I_0 Y-2-- FROM z cn co ° a LEG5 0 MIDPOINT OF cn N I I I 5 —I- I HD z z z o z z Z � II �' I L - - - J 4R- 1 1 _2 FOUNDATION WALL d I'-6" J o 0 o Q o o g ¢ w I - - - UNEXGAVATED TYPICAL O FROM TOP 4 BOTTTOM. (2)2X12 FLUSH > > > w > a r N II I 11 � � � — — — I I GARAGE SEAS O 1 --- _ _ w w w , w w ...� T.O W. I I 1 "4'P.G.SLAB(MIN.3500 P51 GONG) O I 0 w m m U 0-0 `� I ( s I REINFORCED WITH bxb,10/10 W.W.M. `� I I UP 14R w O� 3_4 4"WIDE J015T U 'TAMP E FILL TO g5%DENSITY n! o I p 2x12 FLO l�Tv- SEAT.T.O.SEAT o 1 I *SLOPE 6ARAGE SLAB DOWN 2" I I ® I " .G. I _ ELEV= (-)I'-I " `O II - - - - - T c'� - 1 UNEXCAVATED TYPICAL a d 14-2 2-6 0 n N TOWARDS 6ARA5E DOOR O ° - N " 1z 1 I g) \�� I 1 811 P.G. FOUNDATION WALL N I GARAGE 5LAI3 o `- l�-' o ° I WITH DAMPROOFIN6 ON O 4 P.G.SLAB(MIN.3500 P51 CONG) — 1 — C.2 HR SEPERATION (n ^ , WALL PER UL#336 38'-6" z W w ] U 6x6 P.T.P05T WITH 5IMP50N - - - �'� - -�- 10" SQUARE HB4G DERMA CAST A A 10" SQUARE HB46 DERMA CAST r 16 °' COLUMN #46382 W/SQUARE FLAT -( 2�Cb - - -D.Cl 13052-3/b P05T GAP ANCHOR 4 COLUMN#46382 W/SQUARE g-5 y V a- 51MP50N ABUbb P05T BASE Fi FLAT GAP 4 BASE (OR EQUAL) GAP 4 BASE (OR EQUAL) - I bxb P.T.POST WITH 5I P-ALL COLUMNS) CORNER COLUMN TO BE 14-2 i SIMP50N 8(52-3/6 POST � � N � � - CORNER GOLUMN TO BE o GAP ANGHOR 4 51MP50N L- o rn m 2'-p" I I I6'-o" I ( PROVIDED W/SPLIT KIT 22' 6" I 14'-6" o PROVIDED W/SPLIT KIT II'-0" , 13'-2" i 2_p ABUbb P05T BASE(TYP U 4--d .� ami 2 -ALL GOLUMNS) n •�oN rn II ALIGN TOP OF I o �'= N} COVERED (� 2 TRANSOMS COVERED I o � 2.2 z _ I " (2)3016 TR (2)301 b TR - co (� IR @ i� PORCH I l2)305o PH (2)3050 DH PORCH I O Q x�'� M N IN I 'x) I « „ I X „ „ ® a'-0"HD HT « « ® 6-on HD HT « N Co W v c0 a 8-0 a-O N 4-I I 11 3 6 4 1 8 6 10 5 b 5 6 X 6'-1" 6'-1" tD U = Lo w 0 1 o Q EGRESS Iq l a a ALIGN TOP OF in 2co - -- WINDOW DI I i ry cfl i I I i 5oM5 FW-2 m - Ur I HD L JL _ - - J HD I IL 8016 TR (3)2&Ib TR (2)3010 TR o ii 0 2016 R i 6080 51-GL. OR W/ ( (3)28 DH ® 8'-0" DHT „ (2)2X10 HDR ` i E6RE55 � 3016 6080 5 6L. DR PV I 21 "G' (2) IS" 5 DELIGHTS I Iq ® 8'-0 D H WINDOW (2)305 DH m ! - _ _ O Iq p 0 , "HD HT iv 1q I I DI I I DI 12 ( HDA L 77 _ L _ - 'ii DI u, I PH, (2) IS" IDELIGFITS 0 _ _ _ROOF TRU55 61RDE _ Roo TRu55 IS --�- 11 Il I (2)2X1 HDR _ �- -�(- - -� �1 DI Z D �- - - - - - - - - - - J HD = \ 1q / Q 11'-0"CEILING _N ® _ - / BREAKFAST - - - - - - - - - - ~ U i- 2016 TR 525 x 11 10'LVL HDR10 — I'_. i (- r - ry \ / AREA � 5.25"x II 7/&"L HDR ..� - - �� -- - � �- - - - - - - - - -� �— — — — — m E- 2052 DH 1- -1 Q ( L- - J L_ _ - L_ _ J L - Z ®b'-0"HD HT I _ _ _ _ _ - - -� I'-O" I 14'-0" I 4" 2'-0" 4'-2" 3'-0" 14'-0" b" CONTINUOUS ;o (2)2X10 HM � O L_ J // \ 525"x II 1/8"LVL HDR I 22&5 DH N b 15'-0" \ — J 4" 12'-0" I'-0.. I I I 21 G Q I I 5'-0"HD HT 10'-4" I I I DI L J o O ILL Ln -FAB I J I 13'-0" Y GEILIN6 I 1 -- � m FI AGE I ilb"GEILIN6 I MASTER EDROOM I 1 r , O (� _ I L I V I N6 AREA I BREAKFAST AREA _ ( ( m I I � II II'-0" EILIN6 �- � Z TE GL DR5 I = q'-0"CEILING 6REA ROOM FIRED AGE ❑ 4 BEDROOM #2/ N I I � \ zc I 4 15ED HEARTH I 5010 OPT. CEN I I II' "GEILIN6 N r' TEMP G DR5 2o1b TR 2'-0° I I Fm OPT. I I K TGHEN I in I I RA15ED HEARTH 2052 DH F' • I I-p /5'-0" 4 5'-O" 4 3\4" 4" 6_6 4.1 Ib'-4" 6" J24" Q T 12'-0"STEP CEILING I `'66� _ I I 2816 TR® wGREAT ROOM - \ 0 4 II'-0"G LINGv- / �' - - _ tH `+ ' I I 2&52 DH IL—_J KITG EN _ 6ebbLJV-O"HD HT1 3'-0" �}-0.. oo loo 4.. 3-&„ [[7/a-- &-O Q I'-O" 6e l a V 10'-0"GEILIN6 12 ❑ O <i (2)2&16 TR I I z 2 0' ® " 10'-0"GEILIN6 4" 0" 4'-2" ~j (2)2852 DH I I I ( i 4 I 5D WIGL ICL bei , v1 I/ ® a-0HD HT I I I BATHROOM _ „ I I �, `� �8 LIN. PANT. I m x U � o I DINING AREA I I I .ye � © � � 12" SQUARE HB46 I I I I EF 4 L -J vi C� PERMA GAST COLUMN I I I I I (4)2x4 WC ° 4.. p 6 „ W 4« Q I L J a� W/SQUARE FLAT GAP 21 "G" ) REF P05T N LAV o 22'X II'-0"GEILIN6 }� -1 4 BASE (OR EQUAL) / `" (3)2616 TR Cn 2-6 6 2' 0 " b'-0"HD HT CORNER COLUMN TO « \ DI / ® N 30 ATTI (3)2852 DH c~i) BE PROVIDED W/ \ / 50 - we ACCEs0 0 DINING AREA �, I I I z m 4" I 3'-8" 1'-10" 4" b'-0" HATGH t— I I I w 5PLIT KIT 0 6 - - - _ 4 2 0 4 3-4' 6« 5'-b" ? « IO'-ON Sp® �6 �o ® BIFOLD x L J PERMAU GASTBGOLUMN = " " " � u N b 110TE V: GEILIN6 i 2-J07' ?66 68 cn 5D DOORS m I VH01 #46382 W/SQUAREUI2'-O" = DN 14R 5016 TR MASTERryFLAT GAP 4 BASE 0HDR " « I BATHROOM ff ON 4R 21 "G (3)2X6 (OR EQUAL) - (3) 2x6 1GOVERED 11-0 GEILIN6 oOb -0 GEILIN6 L _ POCORNER COLUMN TO 3080 EXT INSUL DR FOYER LAV. WCC q'-0"GEILIN6 1_2 l0'-4" 4" 3'-4" 3'-10" 4° o DIBE PROVIDED W/ 1z W(2) 12" 0- PORCH LAU DRY - - - - _ - _ _ 5PLIT KIT 51OR I6HT5 Iq " « EF m GL. 5-4" G02 ®5D �� G NOTE 9511:1 UP IR „ " 0 xTtIB 8-oil (4)2xb 22"X 3o TTIG SHWR PAN o p X q1_011 50• p COVERED Iq 0 ? P05T ACCESS ATGH I rn DI 5016 TR - 668 4" 3'-2" 4" 3'-4" 6 1'-0" 6° 4'-0" 4" 6-2" NOTE "5": I I'-0"GEILIN6= 1PORGH I _ �- 3080 EXT INEUL DR — TEMP. GLASS ►w- M o -7 bxb POST WITH - - a N N N c! r� ui bxb5IMP.T.P.TN BG52-3/6 P05T 12 2862 INSUL DR- 2&68 INSUL DR- FOYER " N m 0 x PTN ON 2X4 I 1 5'-4� W/(2) 12 Q I �'� SHWR PAN 'tib - - - 45 MIN.FIRE RATED W/SELF R MIN.FIRE '- r- o N N ri ri Co .- GAP ANCHOR 4 5IMP50N KNEE WALL RATED W/SELF 51DELIGHTS ABUbb P05T BASE(TIM- ( L©J O Q = TEMP GL PRTN ® q'-0"G ILING - - - CLOSING DEVICE CLOSING DEVICE 6" 3'-4" 4° 10'-0" ( 6° ALL COLUMNS) L ;� o - - - o 4 DOOR 5D WI L - - - (4)2xb P05T - - 602 bxb P.T.P05T WITH HD 5IMP50N 8052-3/6 P05T - Abe - - - - - - 9 GAP ANCHOR 4 51MP50N 4« (3)2810 TR I I q'-0" 4" 4'-0" =v 6'-10" 6« (__ ABUbb P05T BASE(TYP Z z ® 8'-0"HD HT L 10'-0" EILIN6 TWO GAR GARAGE `� V a -ALL COLUMNS)n; a g (3)2650 DH I f -1 �, ©� MA TER •4"PG.SLAB(MIN.3500 P51 G04G) TWO GAR GARAGE 5D®- we 1q '" 0 0 0 0 o o z co co z W ( �) ( I '- q'-0"GEILIN6 b"(R-21)BATTS REINFORCED WITH bxb,10/10 W.W.N. p CL. _ BATH DOM X WIGL TOWARDS 6ARA6E DooR NO - 6" 4" SLOPE 6ARA6E SLAB DOWN 2 - f 4"P.G.SLAB(MIN.3500 P51 GONG) Q © D1 > > > w > > a ¢ j REINFORCED WITH bxb,10/10 W.W.M. Q 3'-4° 4' b° 4" EF B'-b" 6° 3030 AWN w m m U • TYPE'X"GYP BD ON 6ARA6E "SLOPE 6ARA67E SLAB DOWN 2" 10'-0"GEILIN6 0 b'-0"HD HT �. LOQ I WC LAV� 'LAV e� �" v `� � WALLS 4 GEILIN6 O TOWARDS 6ARA6E DOOR © _ 12 p }'TYPE'X"GYP BD ON INT OF LIVING O + "TYPE'X'GYP BD ON GARAGE BATH #2 'Q SPACE COMMON WALLS TO GARAGE 5 N WALLS 4 GEILIN6 `� Z-2 ' 'TYPE'X"GYP BD ON INT OF LIVING = 0 0 2010 TR Q SPACE COMMON WALLS TO 6ARA6E ® b'-0"HD HT N u� SD® 47 2050 DH r � - - - - - - - - - - - - - cL ENERGY NOTES Lb I6'-O" 4 14'-2" Iq Iq b"(R-21)BATTS ? w - ALL CONSTRUCTION SHALL COMPLY WITH THE 2020 ECCCNYS I I Z (� RESIDENTIAL PROVISIONS. I I (" 2X6 HDR ;fl DI p/21 DI II'-0"GEIL NG 0- 0 DI BEDROOM #2 0 O m 1I'-0"STEP GEILIN6 I � Iq l HD - SEE SHEET T-2 ENERGY CODE NOTES N 1101.10.1.1 - N 1104.1 I 1 Q 16010 OH DR 6,. 21-611 o j w MASTER I N 18'-0" D1 e 12'-0.. Y w 2'-0" I v 0 — — — — — — — 0 I m w Q o I BEDROOM I HD 5 1/4"x Ib°LVL HDR HD I iv I Z U o 16010 OH OR O II2'-0" `� - - - - - 2020 NYSRG- 62421.8 (503.f9 I I a — — — — _ — — — — — — — — — a N - w O 4 TING 5Y5TEM TERMINATION OGATION: I I ry 18 DH 0/21 l HD 5-1- —0 Ib"LVL HDR HO J '- W YEN TE NA 0 L THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN INPUT OF o 0 P-0"HD _ r El O _ DI 0/21 D/21 � 10,000 BTU PER HOUR(3KH)OR LE55 SHALL BE LOCATED AT LEAST 2010 TR i i pl DI Q ❑ b"FROM ANY AIR OPENING INTO A WILDING,AND SUCH AN ® 8-0HD HT F- 7 2-1. APPLIANCE WITH AN INPUT OVER 10,000 BTU PER HOUR BUT NOT 2050 DH I I A 4 1z N OVER 50,000 BTU PER HOUR SHALL'BE INSTALLED WITH A q INCH I L - - _ _ - B-5 2 _ w U VENT TERMINATION GLEARANCE,AND AN APPLIANCE WITH AN INPUT L. -I b' 2' 2'-0" FW-2 FW HD SEAT a - E OVER 50,000 BTU PER HOUR SHALL HAVE AT LEAST A 12 INCH VENT o _ Q = ~ HDJ (2)2X10 HDR - N z TERMINATION CLEARANCE.THE BOTTOM OF THE VENT TERMINAL AND (2)2X6 HDR `v (2)2X6 HDR _ _ _ THE AIR INTAKE SHALL BE LOCATED AT LEAST 12"ABOVE GRADE. 0 0 - - - - - - r r - - - - -- N w Z Q _ o cn HD r - I - - - ` HD 2„ A iq �2T301b 1R J L - J Iq cn L 3010 TR L 3010 TR J DI (2)3050 DH Di Iq ® e'- „HD ® b'-)"HO 1q 62-5 MODEL B-II MASTER w0 ED DH _ " _ I'-o" _ « T BEDROOM WALL ��R ROhi 2020 NYSRG- R312.2.1 DI 41-011 ' DH q-0 4-0 D1 I b I6-0 iR.O. 14 I & 161-01,12,0. 2 6 4-0 41-011 21-611 BEYOND U ��5 �0ZeR Cy, IN DWELLING UNITS,WHERE THE TOP OF THE SILL OF AN OPERABLE WINDOW OPENING 15 LOCATED LE55 THAN 24"ABOVE THE FINISHED 17_0" 4'-D" 1&'-10" Ib'-b" 2'-b" 2'-b" 2'-b" 2'-0" Q �� ALF �� FLOOR AND 6REATER THAN 12"ABOVE THE FINISHED GRAD=OR 7r Ir 7r w 24 OTHER SURFAGE BELOW ON THE EXTERIOR OF THE BUILDING,THE OPERABLE WINDOW SHALL COMPLY WITH ONE OF THE FOLLGWIN6: 38'-6" . "'OPENINGS THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE TO PA55 THROUGH THE OPENING IN ITT WMPL5T OPENED POSITION. UNIT 5 V PORCH) FLOOR PLAN UNIT 5 7 FLOOR PLAN'FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F 2080 (151 ❑ � 0238�� WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO I — �F NE�y ` MODEL B-2 2 (MAGNOLTA )RELEASE THE CONTROL DEVICE ALLOWING TIE WINDOW TO FULLY MODEL B- 1 (INKBERRY) 1/4"=l�-o" LIVING AREA= 15QQ 5Q. FT. 2 HRHALL PER UL# 3b 1/4"-l�-o" LIVING AREA= 1,-H 5Q. FT. NUMBER OPEN,SHALL NOT REDUCE THE NET CLEAR OPENIN6 AREA o=THE GARAGE AREA= 371 50. FT. PER UL#338 WINDOW UNIT TO LE55 THAN 5.15QU/IRE FEET. GARAGE AREA 311 SQ. FT. COVERED PORGH AREA= 212 50. FT. GOVERED PORCH AREA= 250 50. FT. 2 016 0 2 3 w NOTE "5": EF =EXHAUST FAN: GENERAL GONTRAGTORS AND SUBGONTRAGTORS TO REVIEW THESE Q SHEET NUMBER NOTE R: ONE CARBON MONOXIDE ALARM IN NEW ONE �: UNIT 5 7 UNIT 5 8 DUET CLUSTER AND TWO-FAMILY DWELLINGS,TOWNHou5E5 STAIR MANUFACTURER TO MULTIPLE LVL GIRDER CONNECTIONS: 5o CFM INTERMITTENT OR NOTE V: CONSTRUCTION DOCUMENTS UPON RECEIPT FROM ARCHITECT AND DE516N STAIRS TO MEET ALL © 20 GFM CONTINUOUS "ALL DRYERS TO BE VENTED B2 � 3 CL NOTE: RE-ENGINEERED ROOF HD= HOLD DOWN AND DWELLING UNITS IN GROUP R-2 APPLIGABLE GODES AND TO FOR ALL MULTIPLE LVL GIRDERS LAC BOLT REPORT ANY AND ALL DISGREPANGIES IFOR G N6 ANY DIM MEAS AL 1RU55E5 W/ 12 MIIN. HEEL BUILDINGS(CONDOS 4 GO-0P5)AND UNITS TO OUTSIDE AIR PER CODE ALL WINDOWS SHALL BE REPORT ANY D15CREPENGIES " " '� CONFLICTS IMMEDIATLEY TO ARCHITECT FOR CORRECTIVE MEASURES HEI6HT5 (U.O.N.) ® 24" O.G. TEMPERED OFFERED FOR SALE, IN THE IMMEDIATE AND CONFLIGTS TO THE TOGETHER W/ I/2 BOLTS 2-0 O.G., 2 MIN, ®2 D RBONOMONOXIDE ALL WITH DRAIN PANS PRIOR TO GONSTRUGTION. DO NOT SGALE DRAWINGS. DIMEN51ON5 SHALL (MODEL B- 2 ) (MODEL B- 1 15 ) FLOOR PLAN ANDERSEN 200 SERIES DESIGNED BY TRU55 ENGINEER ©GLAZING VICINITY of BEDROOMS,ON THE LOWEST ARCHITECT PRIOR TO STAIR FROM TOP BOTTOM, MIN. 4 FROM ENDS 0 FLOOR LEVEL CONTAINING BEDROOMS. FABRICATION. ®yp SMOKE DETECTOR BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. W COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED bxb P.T.P05T WITH Ib'2"GABLE WIDTH ^^ '' WOOD ROOF TRUSS SPECIFICATIONS: Ib'-o" HIP WIDTH 51MP50N BG52-3/6 POST o= Z 'W IN5TALL IGE 4 WATER 5HIELD PER NOTE: 5/8 INCH THICK ROOF SHEATHING IS TO _ MANUFAGTURER'5 5PEGIFIGATION5 TO MAINTAIN BE USED, WHEN ROOF TRUSSES ARE SPECIFIED GAP ANCHOR E 51MP5oN -' ° w PRODUCT WARRANTY AS THE ROOF FRAMING MEMBERS. - - - - _ _ - ABUbb P05T AL BASE 5) E -(3J 2Z8-PT^61RbER_ - _- -r--Ir U L L J L J J I ALL COLUMNS) - _ _ O ai NOTE: PECK ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING A �3j 2 P - — =D,O_ pl, APPLY IGE d WATER 5HIELD IN FAIR WEATHER WHEN THE AIR,ROOF D LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN I cs Q I p U � °F °G OR HIGHER. CODE. � B2-5 � 1 Z � , �- AND MEMBRANE ARE AT TEMPERATURE_ OF 40 (5 ) PER SECTION 1605.3 OF THE BUILDING I , '�, N 't ' I S _� II'-0" PL HT. I 11'-O" PL HT. O o L PRE-ENGINEERED ROOF sti,� �Q�� ( I 2 HR SEPERATION I „ 12 12 I 1 U j > TRU55E5 PER TRU55 MANUF 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE I I I WALL PER UL#336 L STRESS DESIGN: I ' 1 I 5EE DETAIL I/FW-2 I IOH 1 I a s I I IOH. D (EQUATION 16-8) I I I -I D + L (EQUATION 16-9) I I ` 'z 51MPWN STRONG-TIE I 1 MTS STRAPPING(LENGTH5 VARY) D + S (EQUATION 16-10) ' 'V' ' Z U co 1 `� ISI � ` w� = M wALL SFEATHIN6 TO D + .6W (EQUATION 16-12) I o GONTINJOL 5 I I'-0" PL HT. X, 1-iu = ti 00 TOP OF TR 65 HEEL D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) II'-0" PL HT. ' ' ( A I W/ 12" HEEL � �I ❑ U "' + 12" HEEL HT. I CL m 1I'-0" PL HT. B-5 HEIGHT ° o I " I N +r D = DEAD LOAD, L = LIVE LOAD, S = SNOW LOAD, W = I I I + 12" HEEL HT. - 1 N HEEL HE16HT VARE5-5EE TRU55 DRAWINGS FOR LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL ACTUAL HEEL.I EI6HT5 1 TE "R" 1 BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30 �I - - - - - _ OF ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND ALIGN FASCIAS OR (- SPEED (101 MPH BASIC DESIGN WIND SPEED) IN ' ( 1 12 � 10'-10"OVERHANG WIDTH NO "R" I I EXPOSURE CATEGORY B. 12 —Ia zz 12 ky I a I 11-011 1 VARIE5 ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE n 1 I OH. ROOF TRU55 GIRDER _ _ _ _ ROOF TRUSS 61RDER _ I Z p r , 9'-0"PL HT / O _ FOLLOWING DESIGN LOADS: I r -� - I „ % j/ - \ u TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND L _ — J W/36 HEEL HT. / / /. — — — 1 _ _ _ ` — o (12'-0"WIDTH) / //' I , F- LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD — — - -� - j/// //ji 1— HEF =2- -10 — UP LOADS AS REQUIRED BY ASCE?-10 , TCDL = 15 I F — GUTTER PSF, BCLL=10PSF, AND BCDL = 10 PSF. PROVIDE I'-o" I /j j/ j%/j/ ' — — — — / 1 2 ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. 12 I z 8 FASCIA BD � 0 TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD " 11'-0"PL HT OVERLA TRU55E5 /j j j/j j /j/j a O DEFLECTION OF THE LESSER OF L/360 OR .75'. -ILL TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO Z M VENTED VINYL 5OFF ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR OH. j/ // //j/ I ( � III I � '// / /// / TRAY GEIL. IN .BEARING ..� i ❑ Oj� C) TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL I I III j////L ///// �N W�LL BELOW INCLUDE THE FOLLOWING INFORMATION: I I / // // 1. DEPTH SLOPE 1F ANY), SPAN, AND SPACING. I I I I� I // j�; I I I 6 w 2. LOCATION OF ALL JOINTS. I I HATCHED ARE INDIG �® ' I I OH. 3. REQUIRED BEARING WIDTHS. L-L= -I L LOCATION OF FIRE LEADER TO DRYWELL- TYP 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. INT.BEARING ROOF $ MALL 5HEA 4.2. TOP CHORD DEAD LOAD. FLUSH ROOF5 12 BELON 4'-0" FROM (ENTERjj 4.3. BOTTOM CHORD LIVE LOAD. —1 a FIREWALL - EACH 51I 4.4. BOTTOM CHORD DEAD LOAD. II T /j%/ L O 4.5. CONCENTRATED LOADS AND THEIR POINTS OF CARRY 2-HOUR FIREWALL FLUSH OOFS ., F - - I I / ///;i/;i TO THE UNDER5IDE OF THE I F_ a w APPLICATION. 11-0 PL HT. _ ////j// HIG-HE5T ROOF 5HT6. W 4.6. CONTROLLING WIND LOADS. + 12" HEEL HT. I NOTE "R" I IF- -11 i///j// / // // pc ' U) 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR // / DESIGN VALUES FOR CONDITIONS OF USE. II DETAILI , _ 6. EACH REACTION FORCE AND DIRECTION. I IL - JI II I F / �` F m 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, 12 ( i cvC - - - /� //%�' / � I a III `� � i j L // / / //j/ /� NOT TO SCALE THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION II q `� I - - - - = z/ � /////// 11 — — — — —B2 -4 EXCEPT WHERE ' I I L - I LI` y // // OF EACH JOINT CONNECTOR II o I '/ /� . �% SYMMETRICALLY AL16N FASCIAS I I I - / // RIDGE5 TO Ii LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 �' I I II I / / I Ij- _ �1 NOTE NR" `J NOTE% GA MIN THICKNESS GRADE A GALVANIZED STEEL INSTALL HALF OF o „ � PLATES. I I-0 PL HT. II III - ^ ///I////j // // TRU55 RIDGE W/ T 12 FASTENERS® EAGH — END OF STRAP 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH + 12 HEEL HT. II L J I e I - ��° I //'�� // /�j-/ — -�a 1 o ® MEMBER. I� 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD V � o � L- - -U- - - - �,� // II'-0" PL HT. Z SPLICES. 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. S� 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS I L-� ALIGN RIDGES /%j / v 1 U °° MEMBERS. ( 1 �� - - // // // /// ,v 5 6 TRU55 RIDGE W/VENT // // ///// // ° 12. REQUIRED PERMANENT TRUSS MEMBER BRACING OH. �'SS I = / //' ( O sN 50N sTRaNb G — — — — n ,� ///// /, Y I-0 o ° ° -TIE lib LOCATIONS. Q '- I I I I // j///j/� (3) 2X6 P 5T oH! ? ° a o * TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH = I la I I - - - ' ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND — 51r1P50A151ROfJEi TE MANUFACTURE OF METAL-PLATE-CONNECTED WOOD "_o I �� ( _ ROOF TRU55 GIRDER _ - -_ �_ _ -_ _ - -I - �__ - — MT5 y�IN6 TRUSSES SHALL COMPLY WITH ANSI TPI 1. THE TRUSS — - i DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY OH _ 14-IOd J_ (TOTAL) A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF I- ,/ /j / i'/' ' I %° NEW YORK. F - �rr� - � � � �\Q r - - � , r -_ _-_- � I I I I I //�/;��/ ;//�;;n- - - - - - C - � r 1 1- w � � � � � TN �_ i (/� L.J 1 1 1 1 �/ // / / I I I I-3 I 0 N N N M N (O N L' * ROOF TRUSS DESIGNER TO ADJUST HEEL HEIGHTS, ° ,� I I NL �// /// // /// / J� j 1plJa OVERHANGS, AND ROOF PITCHES SO THAT FASCIAS AND I J I ( J // // // /// i MBINATION ONLY DETAIL 2 III I + I I I I /// / // /// o I U5E IN GO RIDGES ALIGN AS SHOWN ON ELEVATIONS AND SECTIONS. II n - - I ////////I ///////j 12 �, I , c * TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH I - _ - - ' *' ' �/ II —I +/- it WHEN 5TUD5 ANDRAFTER..► 11`-0" PL HT. THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT + 12" HEEL HT. NOT TO SCALE - CLAMPED IN RIGID FIXTURES DURING // / j/ // I - — �R`� I I bxb P.T.P05T DO NOT ALIGN B 2 4 WOOD MEMBERS CIA � S I I I I I ' ASSEMBLY TO INSURE TIGHT FITTING JOINTS. II II I 1 // / // // / II I L — — J L_ — — — -� I / / / //�/; WITH 51MP50N * TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER I - - - - - - - I I I / - _ Rom 6IR BG52-3/6 ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. III r I I //// — — - - P05T GAP z z 0 THE MEANS AND I 1I 11 i // // j j j//j% _ �� - ANGHOR 3 g z THE CONTRACTOR IS RESPONSIBLE FOR E NO "R" 1 I NO "R" / //// //////� ° 0 51MP50N iri z cn cn ° a METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR I I I I // // / // // J ABUbb POST z z z o z z z SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN II U , I 8° ////// // ////, I I I'41 -o" BASE(1YP- V5 V5 0 0 o a o o g a DESIGNED AND INSTALLED TO PREVENT ROTATION AND _ _ _ _ _ I OH - - - - II I g l l 'I OH. //�//� /// / N " ALL GOLUMN5) w w w w w a N 1 PROVIDE LATERAL STABILITY IN ACCORDANCE WITH ^ F I I I OHI I g I I i //jj/� //j///j I w w w w � c5 Cb c� ACCEPTED INDUSTRY PRACTICE SUCH AS THE SBCA I I C-1)) o I , off I 1 51DE14ALL ABOVE BUILDING COMPONENT SAFETY INFORMATION (BCSI) GUIDE I 1 � - - -� I - - I I I 12 12 I I 12 12 /// //////// ` J 11'-0" PL HT. o I _ _ _ _ _ � _ I 12�X12 X12 / /// /// // I \ LOWER ROOF - TO GOOD PRACTICE FOR HANDLING, INSTALLING & I - - - - - J Gs -I�I I I I I I I , //j// / /// /, �Q I I- — — l� BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. I S i / /PROVIDE APPROPRIATE CONNECTOR AT BEARING POINTS I C I // /' ✓/ // J� N� I I / // FA OF ALL ROOF TRUSSES TO RESIST UPLIFT LOADS SHOWN \ / 2 HR FIREWALL BELOW ROOF - " 1 I 3'-8" 5'-0" 3'-S" //. // // // - �y o = NOTE: INTI=RSEGTING ROOFS ON TRUSS DRAWINGS. �� b' 11 6-II / //i " NOTE "R o WEAVE ROOF 5HIN6LE5 AT I I GARRY TO UNDER5IDE OF * TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, III "R" I I / // / // - 20_3 HIP PL HT - - - - — INTERSEGTION OVER IGE SHIELD I HIGHE5T ROOF SHEATHING - DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY I I I j///j/ %// f'G - - - - - -- - -- - - - = 3 -- - - - - „ 11'-0" PL HT. z I TVP. i 1 I I, N I N , ////// /j 71� – – – – – I I IOH. W MEMBRANE - GARRY MEMBRANE MIN. 24 WITHOUT THE APPROVAL OF A REGISTERED DESIGN I I _-L_ _ L // OUT IN ALL DIRECTIONS OF I ( PROFESSIONAL. I I I I //� / /�///j/ �- `�' O — -I N N / / / // /. c� p r INTER5EGTION I N * THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS I ///j /j /j///j/� cy 4 ° '' I o F ERECTING THE TRUSSES. THE I ' 4 ' '/ // /�1 // /// 10'-0" HIP WIDTH `n w w Z AND METHODS 0 I ( / / /. � F--� CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY 1 ~ I �' _ �/ // / /// //// I W Y Z I WQ I I L � _ _ _ _ _ _ = - - - L/ / // ///ji w ►w- tU J BRACING HAS BEEN DESIGNED AND INSTALLED FOR THE I I L -� / / / // + ANDERSEN 2446 DH 12 12 I o ua q)Q. I I // / // INSTILLATION OF THE TRUSSES. I I R06F TRU55 / // // // / N 10.53 8'-q" PL_ HT. Z IN GABLE END WL 10.53 lJl I ROOF TRU55 10'-0" PL HT. I I I I 61RDER5 UNDER '` j j j/ /% /%//� — — Ro: 2'-4"x 41-6" Q ABOVE FLOOR 0 Q N ( I I + 12 HEEL HT. o I I DORMER WALLS / / — — — — — — — �� ( w O � N I lo'-O" PL HT. /j, /j//; o I J�� o sS I 1-o, C HIP RAFTER, I I I ALIGN + 12" HEEL HT. t /////j j/ N o C�" G �� OR ❑ 51MP50N HGP HIP 5EE PLAN I CORNER TIE FA5G1A14 5 - L -- 2'-0" a 11� a I I 2'-0' 11'-0" PL HT. '9� 6i 51DEWALL ABOVE LOWER I" OH. III I I OH. I, 1'-0" J� 12 12 FLUSH ROOFS OH 10.53� �10.53 � r ROOF A I II'-0" PL HT. z z 10'-0"PL HT. B-5 —1Lij ' I L_ — _ — — — — — — — — — — J I + 12" HEEL HT. q'-0" FRONT GARAGE Q b' — — - b" 4 z 0 I cn I- - - - - - - J WALL PL HT.ABOVE - OH N r OH U o o -- - - Lu FIR5T FLOOR o o I TRUSS RIDGE W/VENT �EFt D gRCy Q v� L�2 �I w =erre EXTERIOR HALL Oi� WALL UNIT 5 8 ( 15 ' PORCH) KAU PER UNIT 5 7 4 �2 HR SEPERATION U ROOF WEAVE DETAIL B AREA OF ONE ROOF BUILT OVER ANOTHER - 5�DETAIL I/FW-2 A MODEL B-2 (MAGNOLIA) �z3a,ooTOP PLATS HIP MODEL B 1 (INKBERRY) I 62-5 4F NE`N DETAILB2 -4 -GONNEGTION 2 -4-1 —NOT TO SCALE JOB MBER GUTTERS 4 LEADERS INSTALL IGE AND NOTE R: � 2016023 ALL 6UTTER5 � LEADER5 SHALL BE BAKED WHITE ALUMINUM .032 NOTE 0: NOTE 5: PRE-ENGINEERED ROOF UNIT 5 7 UNIT 5 8 DUET CLUSTER W SHEET NUMBER WATER SHIELD PER ROOF PLAN MIN. GAUGE, GUTTERS SHALL BE 5" SEAMLESS, 0.6. STYLE W/ ALL PRE-ENGINEERED OVERLAY PRE-ENGINEERED SCISSOR TRU55E5 W/ 12" MIN. HEEL MANUFACTURE'S = RELATED REQUIRED AGGE55ORIE5. LEADER5 SHALL BE MIN. ROOF TRU55E5 ® 24" O.G. ROOF TRU55E5 @ 24" O.G. HEI6HT5 (U.O.N.) @ 24" O.G. 0- 2"x3% .021" GAUGE W/ GLIP5 $ ANGHOR5. CAULK a SEAL ALL 5PEGIFIGATION5 TO DESIGNED BY TRU55 ENGINEER DE5I6NED BY TRU55 ENGINEER DE516NED BY TRU55 1/4"=1'-0" — ROOF PLAN zMAINTAIN PRODUCT (MODEL B 2 ) (MODEL B- 1 15 ) _ JOINT5. PITCH GUTTERS MIN. 1/8 /FT. PROVIDE P.V.G. REGEPTOR5 WARRANTY ENGINEER 0 8 ABOVE GRADE TO RECEIVE LEADER5 (GL05ED GAP DESIGN). w B2 � 4 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED OPTION#I 2020 NY5BG SECTION 10616-EXCEPTION 4: 48"MIN 48" MIN ^^ ,, 2 HOUR FIRE RATED RE515TANGE WALL A55EMBLY MAY TERMINATE OPTION#2 z W DESIGN N o. U 3 3� SECURE ROOF SHEATHING TO G-RUNNER TRACK ~ `�' AT UNDERSIDE ROOF SHEATHING IF FIRE RETARDANT TREATED 2020 NYSBG SECTION Z ��SATING - Ham- SHEATHING I5 INSTALLED FOR A 015TANCE OF 4'-0"ON BOTH 51DE5 1066-EXCEPTION 4: 2"G-RUNNER JOINT 2"-CAULK FOR W OF 2 HOUR FIRE RATED RESISTANCE WALL ASSEMBLY 2 HOUR FIRE RATED RE515TANGE SMOKE TIGHT.IOINT OVER OPTION#I = FINISH DATING - 12®MILT. i WALL A55EMBLY MAY TERMINATE AT METAL EDGE FLA5HING OPTION#2 Q 4� 0 16_ STC DATING- 61 (SEE ITEM 7) 48 48 THE UNDERSIDE OF ROOF NONRATED SECURE WALL SHEATHING TO � SHEATHING PROVIDED THE ROOF 15 G-RUNNER TRACK TYPICAL ROOFING Z PROTECTED WITH 5/6'TYPE "X" vL GYPSUM BOARD DIRECTLY BENEATH ROOF TRU55 � � � ` TXA X A THE UNDERSIDE OF ROOF 5HEATHIN6 (� �� +� AND 15 SUPPORTED BY 2"LEDGER5 RAKE BOARD-TYP = N o rn ATTACHED TO THE 51DE5 OF ROOF - - - W ;.-� 0 N 2' H STUD TRACK AN -- ----------- --- - - - Z _ 5 f y FRAMING FOR A MINIMUM OF .^•.-/ ;_^ r,_<` I� OPTI N #2 TYPICAL SIDING 'r---- - -- F z L a� rn GJ�,U K FOR SMOKE TI( H 015TANGE OF 4-0ON BOTH 51DE5 x x Z u' r f: �* ;' �� : "`• J61 T OVER OF 2 HOUR FIRE RATED RESISTANCE L Q U j c c) HIDDEN METAL - ff_ r II � R ® 24 O.G. r`......•.....,•,,,,. ,.,, ._......... ',,•,..• .-.._...- 2x 5TUDS GONTINUED To UNDE IDE TI Y d 12 HORIZONTALLY - E:.,,,,,.,; ............................ ... 0 IN LOOF WITHIN 4'-0"OF 2 12 VER GALLr"' co ROOF ww www.................._..................,.......... . ;--- i--- "' "-.. , ,. . "" RboF SHEATHING HOUR FIRE RATED RESISTANCE WALL tw .. ..... ................_............--'w ....... :'�:..._:..:.;...:_ :-- - °� ....:- -- . ..._-. A55EhBLY EACH SIDE,MINIMUM 7LETHAN 2x4 LEDGERS W/ UV r> w~ 4 >< - Ex .. v... ... ..... _ a` I Al5PAGE EA. 51D OPT.#2(TYP) w < OF SHINGLE To BE GLA55 B ROOF " " " 2 2 LONG ��-A. INSTALLED a.063 U56 ALUMINUM REATED PLYWOOD 5HTG BREAKAWAY GLIP5 OUT IF LOWER ROOF 15 ................. r` 1i A€R �iFl ; GYP. BD. OR MINERAL' ! y •`` 1` 0"BELOW HIGHER ROOF SECURE ROOF WOOL FIRE BLOGKI 5HEATHIN6 TO FING 3 1/2„ �'-13) BATT - - - .063 U56 ALUMINUM CONFIGURATION A ASW CLIPS OR .013 U� --- z 'r-------- T T----------- BREAKAWAY GLIP5 ALUM ANGLE CLIPS x� Lx x� O k'XPOS I > TC)MIRY- F��OM ,REA S1_.f ARj T10 �'�',?��..�._SITH-ON LY I„ AIR SPACE �- DOUBLE H-5TUD TRACK IN AIR 5PAGE IN AIR 5PAGE U f `R w 5GREWED BAGK TO BAGK = �. (2)PIECES 6.P.T K I"FIREGUARD j 4 i rp,_ %-` " 11 I/2"GYP.BD TYPE X 5HAFTLINER, TER PROOF Z ..� ' f t t DOUBLE H-5TUD TRACK 5GREWED FILL I" CAVITY AT FLOORS AND BOARDS W/FIBER FIN15H ON BOTH O , _ BACK TO BACK, F3 , ; z CEILING W/GYP BOARD OR MINERAL -_w_www_-""""'"""........-- - ---.... ,. : :--- •• - - ...........= ; WOOL FIRE BLOCKING SIDES AND EDGES _www-w_ww__.5..... ''jR1 {'N l f ';, I" AIR 5PAGE W ........................ ` ` _...........,,.... .....�� .. .... ... F`' w r� ....... _... f• .��.f... ..... V LL - {i".+.. .....I.�I. ........................................... " ................ 1.:... ..._ ........ Ln :J " _........._ -`•+ _ _�... - I i _ - 2 H STUD TRACK ........... ! ::�_........�~..- _._�. ..... (2) PIECES G.P. TOUGHROGK I" " . ..- >.:::__........................_.__.... :.t _.:.-.::"..:_.A.. ; ..:__........_..........::._-...,.,.._ FIREGUARD TYPE 11X11 SHAFTLINER, _ ~ i.....__ .;,-,� ................. __. }-' _..w_.........,.. .� .......:__-= yrF�w• WATER PROOF BOARDS W/ U C� ,.;�_. 2x4 P.T. SILL PLATE Z t,* . FIBERGLA55 FINISH ON BOTH 51DE5 ❑,.A.. _ _'.L...L...�__........". ,v,., •• r' '•' ..............wl AND EDc�ES = PIRST FLOOR r--� .---. ... 3,' I' I� SPACE' 3/4" T4G 05B -- ' -- '. 5UBFLOOR - GLUED # A:. - i 5GREWED _ RUN p_!f: _ RIM.101ST PER FLR JOIST MAN1F. 2020 NY560 SECTION 1066-EXCEPTION 4: OPTION#i 1� ` CONTINUOU5 BETWEEN T , , PLATES AT EXTERIOR JOISTS PER PLAN FILL I"CAVITY AT FLOR5 AND GEILIN6 W/ ROOF TRU55 2 HOUR FIRE RATED RESISTANCE WALL ASSEMBLY MAY GYP.BOARD R MINERAL WOOL FIRE TERMINATE AT UNDERSIDE ROOF 5HEATHIN6 IF FIRE RETARDANT ~� �.•ONFI�i�i.r'Rr' 1��''''� B WALL ,; ^: = `"' ,•,. (2) 2x4 P.T. SILL PLATE BLOGKIN6 .063 U56 ALUMINUM TREATED SHEATHING 15 INSTALLED FOR A 015TANGE OF 4'-0"ON O J:XJ'()SFr)T()t�'ti:tk i�Rt:}'ti,4 NTI-RER SIM BREAKAWAY CLIPS 'r... BOTH SIDES OF 2 HOUR FIRE RATED RESISTANCE WALL ASSEMBLY (R-13)CLOSED DELL SPRAY FOAM INSUL ','': 1"0 ANCHOR BOLTS(14" LONG + # W w 4'" '�' 11 ALONG IN510E FACE OF FND.HALL5-FULL HT d 3" HOOK,5"MIN EMBEDMENT) OR OPTION 2 AIR SR'r��: ��i : r�IR Sf'.1C, �. .� fr.,.•,- 1 IRtPr'IC:I R DRAPED BLANKET INSULATION :0 11 " " 2020 NYSBG SECTION 1066-EXCEPTION 4: ` _.. - • ` '-t' ---- _ '` . . . i. _. V ASHESIR PL 2411 /W/3X3 X4 m _ _ _ 2 HR FIRE RESISTANCE 15iNGE 2 HOUR FIRE RATE �USEMBLY MAY TERMINATE AT THE UNDERSIDE OF SHIEATHING PROVIDED THE ROOF 1 1 it ' .?,�• t I ` '' 6. < (U#4 HRIZ.REBAR ° . 15 PROTECTED WITH 5/8 TYPE X 6YP5UH BOARD DIRECTLY BENEATH ❑ T 1 RATED WALL ASSEMBLY DETAIL " O J� THE UNDERSIDE OF ROOF 5HEATHIN6 AND I5 5UPPORTED BY 2 a ;;' '''`• '';''ti ;.�� fi; ,' • !J. 1 (U 4 o� BASEMENT 4 I ..{ ti•.'•. , : # HRIZ.REBAR® MID LEDGERS ATTACHED TO THE SIDES OF Ri00F FRAMING FOR A MINIMUM I R°•;'•', ` ` y' � `� _ I' '! 4'. :4 �5i f�i :�'�`✓ HEIGHT OF WAIL STORY ° OF DISTANCE OF 4'-0"ON BOTH SIDES OiF 2 HOUR FIRE RATED •r d SEE G USTER F UND F RE515TANGE WALL A55EMBLY.ALLOW NO OPENINGS IN ROOF WITHIN ' '• y N.T.S. L O ATION PLANS FOR LOCATIONS 4'-0"OF 2 HOUR FIRE RATED RESISTANCE WALL ASSEMBLY EACH r`vJ '`,`•' ;``k -�'' • ; ra;�; r 12" FOUNDATION WALL ON 24"x12" TYPICAL BASEMENT SLAB SIDE.MINIMUM GLA55 B ROOF SHINGLE TO BE INSTALLED. err 111 P.G. FOOTING •4'PL.5LA13(MIN.2500 P51 = Al •,` '••, .i1..A..' �, .', ;.` •��'" d° .0016 MIL POLYETHEI.EI� STG RATING ~ ,! OPTION#I 5t , � , l � ,�t,.f• . .: `ti-�-•. , . VAPOR BARRIER y - ': ` { �,4; ', : ?; �' •..: °. . a. . 2020 NY5BC SECTION 106.6-EXGEPTION 4: ._nti ' ', TAMP E FILL TO 95%DENSITY U56 BROCHURE 5A100 (FIRE RE515TANT � ' � �" i ,ice d' ° 2 HOUR FIRE RATED RESISTANCE WALL ASSEMBLY MAY TERMINATE AT OPTION#2 )) •., r r r t _ , A55EMBLIE5) ~ ` ) ;,, , ° ° d . d UNDERSIDE ROOF SHEATHING IF FIRE RETARDANT TREATED SHEATHING 2020 NY5BG SECTION 1066-EXCEPTION 4: z PAGE 22 (AREA SEPARATION WALL 15 INSTALLED FR A 015TANGE OF 4'-0"ON BOTH 51DE5 OF 2 HOUR W 2 HOUR FIRE RATED RE515TANGE WALL I'``', , ♦''�`•.; : I j%, r� 'f' t , t 1 ° TEM5) FIRE RATED RE515TANGE WALL A55EMBLY 5 . .,. :+ .-,�ti,At;,>\.;w.i.. d a SY5 ASSEMBLY MAY TERMINATE AT THE � d a d d TE5T#UL DE5 U341 UNDERSIDE OF ROOF NON-RATED U 48" 48" SHEATHING PROVIDED THE ROOF 15 O HORIZONTAL #4 ° AGOU5TICAL PERFORMANCE = 5TG 60 PROTECTED WITH 5/8"TYPE "X"GYPSUM ° d d TE5T#RAL-TL-88-350 BOARD DIRECTLY BENEATH THE UNDER5F 5HEATHIN(5 AND 15 BA5ED ON 2x4 FRAME WITH MIN. 3" 50WORITFD BYDE OF�2"OLEDGER5 ATTACHED TO SEPARATION WALL: (Max Height - 66 ft) MINERAL WOOL BATT AT EACH 51DE THE SIDES OF ROOF FRAMING FOR A 2 HR FIRE RESISTANCE SECTION 1206.3 OF OOR/ NYSBG- WALLS, PARTITIONS AND FLODR/GEILING 2' H STUD TRACK AN MINIMUM OF DISTANCE OF 4'-0"ON BOTH I. Floor, Intermediate or To Wall -- 2 in. wide channel shaped with I in. long legs formed from No. 25 M56 gv11v Steel, Secured with suitable A55EMBLIE5 5EPARATING DWELLING G U K FOR SMOKE TI H OPTI N #2 SIDES OF 2 HOUR FIRE RATED RESISTANCE RATED WALL ASSEMBLY DETAIL WALL ASSEMBLY.ALLOW NO OPENINGS IN fasteners spaced 24 in. OG. I UNITS FROM EACH OTHER OR FROM J�I T OVER ROOF WITHIN 4'-0"of 2 HOUR FIRE RATED 2. Metal 5tud5 -- 5teel members formed from No. 25 M56 goly Steel having "H" -shaped flanged spaced 24 in. OG; overall depth 2 in. and FW2 PUBLIC OR SERVICE AREAS SHALL HAVE ROOF E5® 24"O.C. MINIMUM WALL ASSEMBLY EACH SIDE. SEE GLUSTER FOUNDATION PLANS FOR LOCATIONS 2x TUD5 CONTINUED TO IDE N.T.S. A 5TG OF 50 OR MORE. Of OF SHEATHING w I- 8 In. MINIMUM GLA55 B ROOF 5HINGLE TO BE � � � � � � N ,� flange width 3/ 11 INSTALLED. o N CN N N N m rM (O .N 3. Gypsum Board* -- Two layers of I in. thick gypsum board liner panels, Supplied in nom 24 in. widths. Vertical edges of panels friction fitted USG AREA SEPARATION WALL SYSTEM UL# U336; PROVIDED 5TG=60 I AI 5PAGE EA. 510 into "H" -Shaped 5tud5. TEST #RAL-TL-88-3 50; STC = 60 G6G ING -- Type 5LX. TYPICAL FRAME WALLS " 1 (2) PIECES G.P.TOUGHROGK I UNITED STATES GYPSUM GO -- Type 5LX FIREGUARD TYPE "X"5HAFTLINER, C�YP. BD. OR MINERAL US6 MEXICO 5 A DE G V -- Type 5LX. UNRATED �i WATER PROOF BOARDS w/ WOOL FIRE BLOGKI z T WINDOW FIBER6LA55 FIN15H ON BOTH 51DE5 g Z AND EDGlS A6W CLIPS OR .OG3 U� �; z �, U, co a a PROTECTED WALL: (Bearing or Nonbearing Wall) - -- - ALUM ANGLE CLIPS N /, O Z J W ; 2 HOUR FIRE RATED RE515TANGE I AIR SPADE Ln Ln Ln > Fn � g a 4. Wood Studs -- Nom 2 4 in. max s acin 24 in. OG. Studs cross braced at mid-height where necessary for clip attachment. Min 3/4 in. ___ __-__ ____ �' HALL ASSEMBLY SHOWN HATCHED DOUBLE H-STUD TRACK _J . m by p g 5GREWED BAGK TO BAGK separation between wood framing and fire Separation wall. eel 5tud5 -- A5 on alternate to Item 4, not Shown) -- For Bearing Wall Rating - Gorro5ion protected Steel 5tud5, min No. 20 M56 2020MY51 c-OU EIORIZONTAr.co WITY= DOUBLE H-STUD TRACK 5GREWED FILL I" CAVITY AT FLOORS AND N 4A. 5t ( g g FIRE KALL55HALL Be cONTINJO16 FROM BACK TO BACK (0.032a in., min bare metal 1:hickness) steel or min 3- 1/2 in. wide, min No. 20 656 (0.036 in. thick) gale steel or No. 20 M56 (0.033 in. thick) FxT�1oR�tvi To EXTERIOR wau GEILIN6 W/GYP. BOARD OR MINERAL s eel cold formed E>holl be deli ned in accordance with the current edition of the Specification for the Design of Gold-Formed Steel w I" AIR SPACE WOOL FIRE BLOCKING a primed t g CA Structural Members by the American Iron and Steel Institute. All deli n details enhancIn the Structural integrity of the wall as5embl , including v `�D 2" H-STUD TRACK STG RATING g g g y y g WINDOW the axial deli n load of the-, studs, shall be as specified by the steel stud designer and/or producer, and Shall meet the requirements of all 2020 NY5BC 5EGTION 106.5 (2) PIECES G.P.TOUG++ROGK I" USG BROCHURE 5A100 (FIRE RESISTANT g EXCEPTION #2 FIREGUARD TYPE "X" 5HAFTLINER, 2x4 P.T. 51LL PLATE (- applicable local code agencies. The max Stud Spacing of wall assemblies Shall not exceed 24 in. OG. 5tud5 attached to floor and ceiling UNSPRINKLERED BUILDINGS: _ - - __ WATER PROOF BOARDS W/ A55EMBLIES) z - both sides of 5tud5 or welded or bolted connections de5i ned in accordance with the FIBER6LA55 FIN15H ON BOTH SIDES GARAGE PAGE 22 (AREA SEPARATION WALL tracks with I/2 In. long Type 5 12 steel screws on y 9 FIRE RETARDANT TREATED _ _ _- A151 specifications. Top and bottom tracks shall consist of steel members, min No. 20 M56 (0.032Q in., min bare metal thickness) steel or min SHEATHING TO EXTEND 4'-O" oN _ X020 NYSBG SECTION 706.5 AND EDGES UNEXGAVATED TYPICAL TEST#UL 0 0.036 in. thick olv steel or No. 20 M55 (0.033 in. thick) rimed Steel, that provide, a sound Structural connection between BOTH 51DE5 OF 2 HOUR FIRE EXCEPTION #3 GARAGE SLAB TEST#UL DE5 U341 - O w m No. 20 656 ( ) g p p BUILDINGS EQUIPPED W/NFPA 13 OR 0 4'P.G.5LAB(MIN.3500 PSI GONG) W W steel studs, and to adjacent assemblies such o5 a floor, Coiling, and/or other walls. Attached to floor and ceiling o5semblie5 with Steel RESISTANCE WALL g ASSEMBLY AND OFFSET WALL FPA 13R SPRINKLER: ° f REINFORCED WITH bxb,10/10 H.W.M. AGOU5TIGAL PERFORMANCE - 5TG 60 W Y greater than 24 in. O.G. 5tud5 cro55-braced with stud framing at midhei ht where nece,55ar for clip attachment. Min 1 " 1 " FIRE RETARDANT TREATED 5HEATHING I aI I d •TAMP d FILL TO5LA DENSITY TE5T#RAL-TL-88 AME W W fasteners spaced not g g g y P 4-0 MIN. 4-0 MIN. (U#4 HRIZ.REBAR ° •SLOPE GARAGE SLAB DOHA!2' BASED ON 2x4 FRAME WITH MIN. 3" 3/4 in. separation between Steel framing and area separation wall. FIni5h rating has not been evaluated for Steel 5tud5. AT 2 HOUR FIRE RATED RE515TANGE TOWAR05 6ARAeE DOOR z Gonfi uration B only, not shown) -- For Nonbearin Wall Rating - Channel WALL ASSEMBLY END b" WIDE x FULL MINERAL Wool BATT AT EACH 510E 46 5teel 5tud5 -- A5 on alternate to Items 4 and 4A, for use In g y. g g 2 HR FIRE RESISTANCE HEIGHT OF 2 HOUR FIRE RATED d SECTION 1206,3 OF 5 AND OOR/ EILIN& WALLS, W sha ed fabricated from min 25 M56 corrosion- rotected Steel, min 3-1/2 in. wide, min 1-1/4 in. flanges and 1/4 in. return, Spaced a max of 24 II 4 p p RESISTANCE WALL ASSEMBLY d� a A55EPARTiMBLNES SEPARA�NG DWELLING UNITS � in. OG. Studs to be cut 3/8 to 3/4 in. Ie55 than assembly height. Top and bottom tracks shall be channel shaped, fabricated from min 25 M56 RATED WALL ASSEMBLY DETAIL 2 ° _ _ FROM EACH OTHER OR FROM PUBLIC OR ❑ corrosion-protected Steel, min width to accommodate stud size, with min I in. long legs, attached to floor and ceiling with fasteners 24 in. OG max. Studs cross-braced with Stud framing at midhei ht where necessar for clipattachment. Min 3/4 in. separation between Steel framing and N.T.S. OFF-SET EXTERIOR WALL5 F1"� a ° SERVICE AREAS SHALL HAVE A STG OF 50 area 5e oration wall. Finish rating has not been evaluated vl ated for Steel 5tud5. d . 0 J 5. sum Board -- GlaSsified o gUncla55ified -- Min I/2 in. thick, 4 ft wide, applied either horizontal) or vertically. sum board attached to (I)IC T OF ALL 5T ® MID d PROVIDED STG=60 ~ `� Gyp pp y yP TYPIGAL FRAME WALL5 2 HOUR FIRE RATED HEIGHT OF WALL STORY a 58",P ANCHOR BOLTS (14" m studs with I-I/4 in. long steE;l drywall nails spaced & in. OG. Vertical joints located over 5tud5. (Optional) Joints covered with paper tape and RESISTANCE WALL ASSEMBLY LONG + 3" HOOK,8" MIN joint compound. Nail heads covered with joint compound. SHOWN HATCHED °. EMBEDMENT)OR ADHESIVE z d ANGHOR5 W/3"X311X�11 NOTE: UL #336 EXCEEDS CURRENT FIRE CODE U' o o cUn . Attachment GIip5 -- Aluminum angle, 0.063 in. thick, 2 in. wide with 2 in. and 2-1/4 in. legs. Glip5 Secured with Type 5 5crew5 3/8 in. long to UNIT UNIT 12" FOUNDATION WALL ON 24"x12" WASHER PL ® 24" 0/C. STANDARDS AND REDUCES SOUND TRANSFER w "H" 5tud5 and with Type W 5�rews I-I/4 in. long to wood framing through holes provided in clip. UNRATED WINDOWS P.G.FOOTING BETWEEN UNITS 6A. Glipplacement (Item 6) for Ee oration walls u to 23 ft high. 5 ace cl i 5 a max of 10 ft OG vertically between wood framing and "HI' AND DOORS d; ARO P p P g P P d° v �'�� °g� T Cy�y�T� Studs. _ ° a Q �� 66. Glip placement (Item 6) for Separation walls up to 44 ft high. Space clips o5 described in Item 6A for upper 24 ft. Remaining wall area wood framing and H studs. °. _ below requires GIip5 spaced a max 5 ft OG vertically between g _ 6G. Glip placement (Item 6) for separation walls up to 66 ft high: Space clips as described in Item 6A for upper 24 ft. Space clips o5 HORIZONTAL #4 U escribed in item 6B for next 20 ft. below the u er 24 ft. Remainin wall area below re vires cli s s aced a max of 40 in. OG vertically ° c ° v X23810 4 d ❑ d pp g q P P ' between wood framing and "H" 5tud5. 8" UNRATED SIDING (TVP) a 4 ° a OF NE`N 1. Non-Bearing Wall Partition Intersection -- (Optional) Two nominal 2 by 4 in. Stud or nominal 2 by 6 in. Stud nailed together with two Sin. long 4'-0"MIN. 4'-0" MIN7 . UNITS 5 7 2020 NY5BG SECTION 106.5 EXCEPTION #3 a IOd nails spaced a max. 16 in. OG. vertically and fastened to one Side of the minimum 2 by 4 in. Stud with 3 in. long 10d nails Spaced a max 16 BUILDINGS EQUIPPED W/NFPA 13 OR NFPA 13 SPRINKLER: X06 N MBER in. OG. verticall . InterSecti��n between artition wood Studs to be flush with the 2 4 in. studs. The wall artition wood studs are to be UN5P NY SECTION 706.5 EXCEPTION #2 2 HR FIRE RESISTANCE y p by p FIRE RETARDANT TREATED 5HEATHING AT 2 HOUR FIRE RATED UNSPRINKLERED BUILDINGS: (MODEL B- 2 ) w 2016023 framed with a Second 2 by 4 in. wood stud fastened with 3 in. long IOd noi15 Spaced a max. 16 in. OG. vertically. Maximum one non-bearing wall RE515TANGE WALL A55EMBLY END 8" WIDE x FULL HEIGHT OF FIREWALL FIRE RETARDANT TREATED SHEATHING TO EXTEND 4'-0" RATED WALL ASSEMBLY DETAIL 5 partition intersection per stud cavity. Non-bearing wall partition Stud depth Shall be, at a minimum equal to the depth of the wall. ON BOTH 51DE5 OF 2 HOUR FIRE RATED RE515TANGE Q SHEET NUMBER 2 HR FIRE RESISTANCE WALL ASSEMBLY & 58 (MODEL a *Bearing the UL G1095ification Mark RATED WALL ASSEMBLY DETAIL 3 N.T.S. SEE GLU5TER FOUNDATION PLANS FOR LOGATION5 Fw2 Last Updated on 2010-10-2� USG AREA SEPARATION WALL SYSTEM UL# U336; B- 1 15 ) Z . 2 �_ N.T.S. AT FLUSH GONDITi7 FW2 TEST #RAL-TL-88-3 50; STC = 60 0 COPYRIGHT GRCH ARCHITECTURE P.(C. 2017: ALL RIGHTS RESERVED