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Home My WebLink About45723-Z 1 Oso D 0` Town of Southold oG- 5/14/2022 o - P.O.Box 1179 53095 Main Rd o ` Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43078 Date: 5/14/2022 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 68 Millstone Ln Unit 34,Cutchogue SCTM#: 473889 Sec/Block/Lot: 102.1-2-8 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/7/2021 pursuant to which Building Permit No. 45723 dated 1/25/2021 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#34 The certificate is issued to Rimor Development LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0088 12/9/2021 ELECTRICAL CERTIFICATE NO. 45723 4/29/2022 PLUMBERS CERTIFICATION DATED 4/20/2022 All Suffolk PluMNng Contr t rs Inc Au or e Si ature p�gUF of ��cp TOWN OF SOUTHOLD BUILDING DEPARTMENT y TOWN CLERK'S OFFICE "oy . SOUTHOLD, NY 0 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#: 45723 Date: 1/25/2021 Permission is hereby granted to: Rimor Development LLC 1721-D North Ocean Ave Medford, NY 11763 To: construct dwelling unit as applied for per Planning & SCHD approvals. (Unit 34, B-2 model) At premises located at: 68 Millstone Ln Unit 34, Cutchogue SCTM # 473889 Sec/Block/Lot# 102.1-2-8 Pursuant to application dated 1/7/2021 and approved by the Building Inspector. To expire on 7/27/2022. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,911.60 CO -RESIDENTIAL $50.00 Total: $1,961.60 Bu' ingnspector SO!/j�o� 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.devlina-town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Rimor Development LLC Address: 68 Millstone Ln Unit 34 city:Cutchogue st: NY zip: 11935 Building Permit* 45723 Section: 102.1 Block: 2 Lot: 8 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: MTM Electric License No: 3700ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 51 Ceiling Fixtures 25 Bath Exhaust Fan 2 Service 3 ph Hot Water Gas GFCI Recpt 6 Wall Fixtures 4 Smoke Detectors 2 Main Panel 150A A/C Condenser 1 Single Recpt Recessed Fixtures 18 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Gas Ceiling Fan Combo Smoke/CO 3 Transformer UC Lights 6' Dryer Recpt G2S Emergency Fixtures Time Clocks Disconnect Switches 36 4'LED Exit Fixtures 11 Pump Other Equipment: Fridge, Oven, Micro / Hood, DW, W/D, Gas FP, 150A Panel, 30 Circuit/22 Used Notes: One Story w/ Unfinished Basement Inspector Signature: Date: April 29, 2022 S.Devlin-Cert Electrical Compliance Form ` _Town Hall Annel Telephone(631)766-1302' f Fax(631)765-9502 54375 Road 1.O.Box 1179z -w1 °�•'< �'Il} Southold,NY 11971-0959 tlfLDiN�DEPARTR/—r—'-N! TOWINT OF 8—OUTTI-100,- pP R CrE,,1 I F 1 C A! AQP Date: EL11:11 ilia=Penillt TL-410. _J qs 1 Z3 Dvm-er: P'\-N-br" t�A 5 (Tease Print). �Iurrzuer � `U0,n l � Y-0 L ii �A ('lease print) Matt e S01-del-!ISed i-n'Life water sLippltj systei-n contains ILSs 'than 2/i 0 os 1 -- 1 . �f�i"5 'Ib 1'e) Swornto before me this �b say o= .._------ ---- MM FIORITA Notary Public,State of New York Reg.No.01 F1336836,4 Notary Public, _ � �G �County Qualified in Suffolk County Commission F-xpireSYAALIa 1 f # TOWN OF SOUTHOLD BUILDING DEPT. ��yinurr, ' 765-1802 INSPECTION . [ ./] FOUNDATION IST [ ] ROUGH PLBG. [ ] -FOUNDATION 2ND' [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 1ST _�7v1l1X6-6 l l 014 Ta y1rw DATE INSPECTOR 5 aso�ly° TOWN OF SOUTHOLD BUILDING DEPT.' 765-1802 INSPECTION = [ ] FOUNDATION IST [L/ROUGH PL13G. f ] UNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING/STRAPPING [ ] FINAL [ ` ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] °FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT-PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: wk-" : ,DATE INSPECTORIA lv�b Of sUUlyO�o W 7 23 � * * TOWN OF SOUTHOLD BUILDI G DEPT.- cou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] =FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ . ] FIREPLACE & CHIMNEY - [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT`CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) CODE VIOLATION [ ] PRE C/O REMARKS: J®1 a`T ICU DATE t INSPECTOR OF SOUTyO V * # TOWN OF SOUTHOL BUILDING DEPT. ycou765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] R GH PLBG. . . [ ]. FOUNDATION 2ND [ INSULATION/CAULKING = [ ] FRAMING /STRAPPING [ ] FINAL ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: WA l2nwl A))yx 9 c*AVI�-flDk DATE wt INSPECTOR OFSObIyO� —1 7 Zj f # -TOWN OF SOUTHOLD BUILDING urm,��'' 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ]. FIREPLACE & CHIMNEY [" ] FIRE SAFETY,-INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION = [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O REMARKS: A '7 �koop DATE � '1i INSPECTOR Of SOpIyO� - # TOWN OF SOOT OLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING/STRAPPING [ FINAL {� FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE INSPECTOR Energy Testing Services lJ�1 11/ 2022 Combustion Safety Testing Form APR 25 2022 Certified Home Address: 68 Millstone Lane. City: Cutchogue`` Builder Name: Harvest Pointe Builder Tracking# Combustion Appliance Zone(CAZ)# 1 of Location of this CAZ: Basement (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 2022-04-21 Outdoors Temp During Test: 57 °F CAZ Depressurization (NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: N/A PPM Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes❑ No 0 Net Change: N/A pa If Yes,Total CFM Simulated N/A (explain in notes) NOTES: Heating System Primary: Yes a✓ No❑ Tyne: Furnace l r l Boiler❑Heat Pump Q Other❑ 2 Venting Type! Drat p• Spillage llage Sin llape CO CO E tCienc Fuel TyDe Circle;T e Pascal (Worst Case (Natural) (Worst Case atEE Rating:95.0 N_❑✓ P❑0❑E❑ N❑CmE s_2 NSA Pa. Pass❑✓ Fail❑ Pass❑✓_FailEl N/A PPM NIA PPM Water Heater Primary; Yes Z die: Standard Tank ✓[Indirect Tankless E] Size: 75.0 Style Common Vent❑ No Il Instantaneous❑Commercial (SeeNote5below) (Gallons) Stand Alone Q✓ s z Ventini Type 3! Drat Spillage Spillage(Natural) CO CO Efficiency Fuel Type - � ` (Circle Type) (Pascal), (Worse Case (Worse Case) (Natut:al). EF: 0.69 N❑✓ P❑O❑E❑ N❑MQS Z N/A Pa. Pass❑✓ Fail❑ PassOFailF N/A PPM N/A PPM Oven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes 0 No El Oven CO NIA PPM Ambient CO(During Oven CO Testing) NIA PPM 'Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 2 Fuel Type: N =Natural'Gas P=Propane O=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE: If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. a Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) s Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE. If Water Heater Type is"Commercial'and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial'and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Michael Fauci Rater Number: 8619824 Rater Signature: — Date: 2022-04-22 Manual S Compliance Report Job: ' wrightsoftm Date: April 18,2022 Entire House By: Energy Testing Services... Energy Testing Services, 1648-A Locust Ave,Bohemia,NY 11716 Phone:631-244-2627 Email:r.b.delfino@energytestingservices.com Project Information For: Unit 34-68 Millstone Lane, Cutchogue, NY 11935 • •ling Equipment Design Conditions Outdoor design DB: 83.0°F Sensible gain: 12393 Btuh Entering coil DB: 75.8°F Outdoor design WB: 71.07 Latent gain: 2499 Btuh Entering coil WB: 63.4°F Indoor design DB: 75.0°F Totalgain: 14892 Btuh ;'W%!i'; , Indoor RH: 50% Estimated airflow: 600 cfm l }_� iz �'J l Manufacturer's Performance Data at Actual Design Conditions g APR 2 5 2022 Equipment type: Split AC Manufacturer: Generic Model: SEER 16 � Actual airflow: 600 cfmz r,., Fla rT, ..: 1 Sensible capacity: 12600 Btuh 102% of load Latent capacity: 5400 Btuh 216% of load Total capacity: 18000 Btuh 121% of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 10.0'F Heat loss: 28094 Btuh Entering coil DB: 62.6'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: 600 cfm Output capacity: 36800 Btuh 131% of load Temp. rise: 0 'F Meets all requirements of ACCA Manual S. ' Wrightsaft, 2022-Apr-1814:37:07 Right-Suite®Universal 2018 18.0.32 RSU20066 Page 1 ACCA...mor Model B2 MAN JSD\Rimor Model 82 MAN JSD.rup Calc=MJ8 Front Door faces: W Residential PlansExaminer Review • Form RIPER 1 AVrCKa for - - • (Loads, • • - 15 Mar 09 Ato>,P�oNg'caaaysdamta Header Information Contractor: Energy Testing Services REQUIRED ATTACHMENTS ATTACHED Manual J1 Form(and supporting worksheets): Yes ❑ No ❑ Mechanical license: or MJ1AE Form'(and supporting worksheets): Yes No OEM performance data(heating,cooling,blower): Yes No Building plan#: Manual D Friction Rate Worksheet: Yes 7 No ❑ Duct distribution sketch: Yes ❑ No ❑ Home address(Street or Lot#,Block,Subdivision): Model B2(Magnolia), Entire House HVAC LOAD CALCULATION ,0 Desiqn 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: 28094 Btuh Number of bedrooms: 2 Conditioned floor area: 3299 ft2 Summer Design Conditions Number of occupants: 3 Outdoor temperature: 83 °F Indoor temperature: 75 °F Windows Roor Grains difference: 30 gr/Ib @50% RH Eave overhang depth: 15.0 ft Sensible heat gain: 14083 Btuh Internal shade: none Eave Latent heat gain: 2840 Btuh Blinds,drapes,etc. Depth Window Total heat gain: 16922 Btuh Number of skylights: 0 HVAC EQUIPMENT SELECTION (IRC ,0 Heating Equipment Data Cooling Equipment Data Blower Data Equipment type: Gas furnace Equipment type: SplitAC Heating cfm: 600 Fumace,Heat pump,Boiler,etc. Air Conditioner,Heat pump,etc. Cooling cfm: 600 Model: Generic Model: Generic Static pressure: 0.60 in H2O AFUE 92 SEER 16+ Fan's rated external static pressure for 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: 600 cfm Longest supply duct: 246 ft Duct Materials Used Equipment design ESP: 0.60 in H2O Longest return duct: 83 ft Trunk duct: Sheet metal Total device pressure losses: -0,6 in H2O Total effective length(TEL): 328 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) declare the load calculation,equipment,equipment selecti• • duct design were rigorouslyperformed based on - building plan listed above. I understand the claims made on these forms will be subject to review and verification. Contractor's printed name: Contractor's signature: Date: Reserved for County,Town Municipality orAuthority having jurisdiction use. 'Home qualifies for MJ1AE Form based on Abridged Edition Checklist ' "wlrightsoft® Ri ht-Suite®Universal 2018 18.0.32 RSU20066 Load Short Form Job: wrightsoft° Date: April 18,2022 Entire House By: Energy Testing Services... Energy Testing Services 1648-A Locust Ave,Bohemia,NY 11716 Phone:631-244-2627 Email:r.b.delfino@energytestingservices.com Project Information For: Unit 34-68 Millstone Lane, Cutchogue, NY 11935 Design Inform. • Htg Cig 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/958 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 14.7 EER, 16 SEER Heating input 40000 Btuh Sensible cooling 12600 Btuh Heating output 36800 Btuh Latent cooling 5400 Btuh Temperature rise 56 °F Total cooling 18000 Btuh Actual air flow 600 cfm Actual air flow 600 cfm Air flow factor 0.024 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 0.83 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (Cfm) (Cfm) Bsmnt 1673 7475 884 183 45 Bed 2 194 3399 1766 83 89 CL 18 0 0 0 0 Bath 2 60 934 180 23 9 Foyer 112 1351 496 33 25 M bath 110 176 119 4 6 C L1 15 0 0 0 0 M bed 353 2367 1625 58 82 Breakfast 55 2044 1485 50 75 Laundry 23 43 493 1 25 Pant 16 0 0 0 0 Kitchen 190 295 1739 7 88 Living 2374065 2310 99 116 Dining area 198 2054 667 50 34 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - -wrights®ft® 2022-Apr-18 14:37:07 ti nw,r,Mm„un..,a Right-Suite®Universal 2018 18.0.32 RSU20066 Page 1 ACCA...mar Model B2 MAN JSD1Rimor Model B2 MAN JSD.rup Calc=MJ8 Front Door faces: W Mud 48 359 142 9 7 Garage 374 0 0 0 0 Entire House 3674 24562 11906 600 600 Other equip loads 3532 487 Equip. @ 0.88 RSM 10906 Latent cooling 2499 TOTALS 3674 28094 13404 600 600 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - wrightsoft® 2022-Apr-1814:37:07 �. au,.e.fs„a,,,,,,w.,,.,,;,i.. Right-Suite®Universal 2018 18.0.32 RSU20066 page 2 �iC�...mor Model B2 MAN JSD%Rimor Model B2 MAN JSD.rup Calc=MJ8 Front Door faces: W . }- 9 m Project Summar Job: wri htsoft y Date: April 18,2022 Entire House Ely: Energy Testing Services... Energy Testing Services 1648-A Locust Ave,Bohemia,NY 11716 Phone:631-244-2627 Email:r.b.delfino@energytestingservices.com Project Information For: Unit 34-68 Millstone Lane, 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 24562 Btuh Structure 11906 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent (55 cfm) 3532 Btuh Central vent(55 cfm) 487 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 28094 Btuh Use manufacturer's data n Rate/swing multiplier 0.88 Infiltration Equipment sensible load 10906 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial) / 1 Pressure/AVF 50 Pa/958 cfm Structure 1356 Btuh Ducts 0 Btuh Central vent (55 cfm) 1143 Btuh Heating Cooling Outside air Area(ft') 3299 3299 Equipment latent load 2499 Btuh Volume(ft3) 19156 19156 Air changes/hour 0.25 0.11 Equipment Total Load (Sen+Lat) 13404 Btuh Equiv.AVF(cfm) 80 37 Req. total capacity at 0.70 SHR 1.3 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 92AFUE Efficiency 14.7 EER, 16 SEER Heating input 40000 Btuh Sensible cooling 12600 Btuh Heating output 36800 Btuh Latent cooling 5400 Btuh Temperature rise 56 °F Total cooling 18000 Btuh Actual air flow 600 cfm Actual air flow 600 cfm Air flow factor 0.024 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 0.83 Calculations approved by RCCA to meet all requirements of Manual J 8th Ed. WCO�II'�SOt['° 2022-Apr-1814:37:07 �► •..• «� .. �.., Right-Suite®Universal 2018 18.0.32 RSU20066 Page 1 RCA...mor Model B2 MAN JSD\Rimor Model B2 MAN JSD.rup Calc=MJ8 Front Door faces: W N Level 2 9,90 ppakfast 9\98 cfm 91 140 cfm Living Kit(rn 105 cfm M bed adiab Pant Lrndry 9160 cfm Dining area Mud M bath %767 fm 11 cfm K40 cfm CL1 1\7 cfm Stair 1 Foyer 1\27 cgRth 2 CL Garage Broan Exhaust Fan Model L150 60 CFM Energy Star Continous user timer Bed 2 107 cfm Job#: Energy Testing Services Scale: 1 :91 Performed by Energy Testing Services ... Page Unit 34-68 Millstone Lane 1648-A Locust Ave Right-Suite®Universal 2018 Bohemia,NY 11716 18.0.32 RSU20066 Cutchogue,NY 11935 Phone:631-244-2627 N JSD1 022 Model B237:1 JSD.rup r.b.delfino@en ergytestingsery ices.com N Level 1 11--x16 6x16 %14 x 16 219cfm adiab 0 Bsmnt Makeup air 60 219 cfm CFM Skuttl 14" 5" model 216 17 - 24x16 24." 8 x 16 rpm PPMRAPP A-0--pp-A-14 LL nu Job#: EScale: 1 :91 nergy Testing Services Performed by Energy Testing Services... Pa&2 1648-A Locust Ave: Right Suite®Universal 2018. Unit 34-68 Millstone Lane Bohemia,NY 11716. 18.0.32 RSU20066 Cutchogue,NY 11935Phone:631-244-2627 2022-Apr-18 14:37:16 r.b.delfin0@energytestingservlces.com N JSD1RimorModel B2 MAN JSD:rup Duct System Summary Job: wrightsofto Date: April 18,2022 Entire House By: Energy Testing Services... Energy Testing Services 1648-A Locust Ave,Bohemia,NY 11716 Phone:631-244-2627 Email:r.b.delfino@energytestingservices.com Project • • For: Unit 34-68 Millstone Lane, Cutchogue, NY 11935 Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.59 in H2O 0.59 in H2O Available static pressure 0.01 in H2O 0.01 in H2O Supply/return available pressure 0.007/0.003 in H2O 0.007 0.003 in H2O Lowest friction rate 0.003 in/100ft 0.003 in/100ft Actual air flow 600 cfm 600 cfm Total effective length(TEL) 328 ft Supply Branch Detail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln (ft) Trunk Bath 2 h 934 27 11 0.003 5.0 Ox 0 MtFx 31.3 205.0 st1 Bed 2 c 1766 100 107 0.003 9.0 Ox 0 MtFx 35.3 195.0 st1 Breakfast c 1485 60 90 0.003 9.0 Ox 0 MtFx 29.5 190.0 st2C Bsmnt h 7475 219 53 0.004 14.0 Ox 0 MtFx 35.5 150.0 st2A Dining area h 2054 60 40 0.004 7.0 OX 0 MtFx 17.3 160.0 st2 Foyer h 1351 40 30 0.003 6.0 Ox 0 MtFx 18.3 215.0 st1 Kitchen c 1739 9 105 0.005 9.0 OX 0 MtFx 14.5 140.0 st2 Laundry c 493 1 30 0.005 5.0 OX 0 MtFx 3.0 150.0 st2 Living c 2310 119 140 0.005 10.0 OX 0 MtFx 34.8 130.0 st2 M bath c 119 5 7 0.003 4.0 Ox 0 MtFx 20.5 225.0 st1 M bed c 1625 69 98 0.004 9.0 Ox 0 MtFx 37.0 170.0 st2B Mud h 359 11 9 0.004 4.0 OX 0 MtFx 7.8 160.0 st1 Supply TrUhk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st2C Peak AVF 60 90 0.003 135 11.1 16 x 6 ShtMetl st2B SO Peak AVF 182 163 0.003 205 14.7 16 x 8 ShtMetl st2 Peak AVF 538 557 0.003 209 21.8 16 x 24 ShtMetl st2A Peak AVF 348 242 0.003 224 18.3 16 x 14 ShtMetl st2 st2B Peak AVF 129 188 0.003 212 14.6 16 x 8 ShtMetl st2A Bold/italic values have been manually overridden wright5Oft° 2022-Apr-18 14:37:07 .� Right-Suite®Universal 2018 18.0.32 RSU20066 Page 1 AC&...mor Model B2 MAN JSD\Rimor Model B2 MAN JSD.rup Calc=MJ8 Front Door faces: W Return Branch Detail • Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk rb2 Ox 0 219 53 82.8 0.003 205 14.0 Ox 0 MtFx rb1 Ox 0 501 667 78.0 0.003 212 24.0 Ox 0 MtFx wrightsoft® 2022-Apr-18 14:37:07 �y. ,,.,�,,,M,,,,,,,,,.,�.,, Right-Suite®Universal 2018 18.0.32 RSU20066 Page 2 �i{if1...mor Model B2 MAN JSD1Rimor Model B2 MAN JSD.rup Calc=MJ8 Front Door faces: W Home Energy Rating Certificate Property HERS Unit 34 -Model B2 Rating.Type: Confirmed Certified Energy Rater: Michael Fauci Harvest Pointe Rating Date: 2022-04-21 Rating Number: 68 Millstone Ln Registry ID: 440847120 Cutchogue, NY 11935 Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 53 Efficient Home Comparison: 47% Better Heating 51.3 $101 8% General information Cooling 0.6 $37 3% Conditioned Area 3080 sq. ft. House Type Townhouse, inside unit Hot Water 10.6 $12 1% Conditioned Volume 32538 cubic ft. Foundation Conditioned basement Lights/Appliances 21.1- $9% 79% • Bedrooms 2 Photovoltaics -0.0 $-0 -0% Service Charges $120 9% - - 100% Mechanical $yStelTls FedtUreS. Total 83.7 $1265 Water Heating: Cohv hti air .N turaL gas,'0.69'EF,'75.0 Gala g = tion, Natural gas, 95.0 AFUE. Ci"iteria 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 2015 IECC HERS ERI Ventilation System Exhaust Only: 146 cfm, 30.0 watts. Programmable Thermostat Neat=Yes; Cool=Yes. 2015 IECC ERI �..? 2018 IECC UA Compliance - Building Shell Features ECCC New York state 2020 Y, ; Ceiling Flat R-37.7 Slab R-0.0 Edge, R-0.0 Under Sealed Attic NA Exposed Floor NA Vaulted Ceiling NA r2.8 Type U-Value: 0.P((,2.82 0, SHGC: 0.280 Ln Above Grade Walls R-21.0 o Rate 1531 CFM5 ACH50) lj ry ` J Foundation Walls R-13.0M thod Blower or Michael Fauci 1,531 CFM x 60 Min/hr=91,860 %32;538 � 0 Pa t Energy Testing Services Lights and Appliance Features 1648 Locust Ave, Unit.E Interior Fluor Lighting(%) 0.0 /Oven Fuel Natural gas Bohemia, NY, 11716 Interior LED Lighting (%) 100.0 Clothes Dryer.Fuel Natural gas 631-244-2627 Ext. 105 Refrigerator(kWh/yr) 568 Clothes Dryer CEF 3.93 Dishwasher(kWh/yr) 269 Ceiling Fan (cfm/Watt) 0.00 e 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. GRCH A►RGHITECTURE PC 3750 EXPREss DRIVE SOUTH , y a.. tr SUITE 202 ISIAN�In 1�t 7 A, NY 11749 WWW.SRCHARCHITECTURE.COM :» �- (631)864 395 November 14, 2018 r !_ ' ,i � I 1 ,f Town of Southold APS 2 5 2� Building Department 22 IL 53095 Route 25 PO Box 1179 Tly ,?J - e Southold NY 119711A 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 York State Residential Code for both spray foam and draped blanket insulation exposed in basement condition. Spray Foam Insulation at Rim Joist: Sill Plates Headers and Rim Joist (Residential Code Section R316.5.11 Maximurn thickness 3 %" (provided ±3") Flame spread index 25 or less and smoke-development index of 450 or less is provided: Provided/Installed Bayseal Closed Cell Spray Foam Insulation report less than 4" (see products sheet) provides flame spread index of 25 or less and smoke-development index less than 450 in accordance with ASTME84. Draped Foundation Wall Insulation Blanket (Residential Code Section R302.10.1 Insulation materials, including facings shall have a flame spread index not to exceed 25 with an accompanying smoke. Development index not to exceed 450. Provided/ Installed: "Ecotouch 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 respectfu 8 . ly submi ed, D ARC, CgERT N` PLS�C,.A Glen Cherve• y IA, LEER AP �' ➢p. �� Principal -�r,-E J` Q- '9j. 02s8A �0 �pF N MECHANICAL CORPORATION HEATING AND AIR CONDITIONING March 11, 2019 Michael J. Verity Town of Southhold Building Department Town Hall Annex Building 54375 Route 25 Southhold, NY 11971 Tel: (631) 765-1802 Fax: (631) 765-9502 Subject: Harvest Point Residential Units Dear Mr. Verity Please be advised that the basements of all the residential units at the above referenced project have been included in our Manual J load calculations. Best regards, Louis DeSantis President s 20 Feldland Street, Bohemia, NY 11716 ° (631) 563-1298 ° Fax: (631) 563-2954 GRCH ARCHITECTURE PC B750 EXPRESS DRIVE SOUTH SUITE 202 IsI..ANDw NY 11749 WWW.GRCHARCHITECTURE.COM, (631)864-3395 April 23, 2021 J J Town of Southold A P° 2 5 202 Building Department l „ri 53095 Main Rd i,? ^-! '.--�' ° P.O. Box 1179 r"� Southold, NY 11971 Attn. Michael Verity Chief Building Inspector Re: Harvest Pointe at Cutchogue Cutchogue, New York Unit No. 341 Permit No. 45723 Dear Inspector Verity: Please be advised that the. basements of the above referenced units constructed on site meet the require ents for conditioned space as defined in the 2015 IRC and Energy Code as well as the 2017 Code Su eme tVGleherveny, submitted, ED ARC, Obs Cy X AIA, LEED AP 9�. 023 A'3 O FOr NE�y GRCH ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH SUITE 202 ISLANDw NY 11749 WW.GRCHARCHITECTURE.COM (631)864-3395 April 26, 2021 Town of Southold Building Department 53095 Route 25 PO Box 1179 ✓ A P R 2 2022 Southold, NY 11971 Att: Mr. Michael Verity T.,1'T Chief Building Inspector TlY Re: Harvest Pointe at Cutchogue Screened in Rear Covered'Porch Unit#34— Permit#45723 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. spectfull submitted, D ARC ,aSRT X 0 C/y Q\ jGlenerveny,AIA, LEED AP Prin al (P X 023BA'3 OF N SCOTT A. RUSSELL � �G`'a MICHAEL M. COLLINS, P.E. SUPERVISOR y TOWN ENGINEER CQ TOWN HALL - 53095 MAIN ROAD is TOWN OF SOUTHOLD,NEW YORK 11971 Tel. (631)-765-1560 '�• ® � �,,�:• Fax. (631)-765—9015 �'/k°�®�/ s2, �`�®�f�` �11CF!•\Fl 'Cf7IL1N�SLyTOW' Sl�!!T7iOLD.N Y,l1S OFFICE OF THE ENGINEER TOWN OF SOUTHOLD Brian Cummings December 17, 2021 Planner Southold Town Planning Department 54375 Main Road Southold, New York 11971 Re: Harvest Pointe—Units 31-38 Chapter 236 Inspection Dear Mr. Cummings: I have inspected Harvest Pointe and determined that the developer has achieved final stabilization for the driveways and the front/side lawn areas of units 31-38. The rear lawn areas of these units have not achieved final stabilization but have been hydroseeded and should be fully stabilized within two weeks. Due to the location of the units, any stormwater runoff from areas that have not yet achieved final stabilization will not migrate off site. Therefore, the Engineering Department has no objection to Certificates of Occupancy being issued for these eight (8) 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, 114 ` zU Michael M. Collins, P.E. Town Engineer cc Michael Verity, Chief Building Inspector OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex (%`S®U ti P.O.Box 1179 54375 State Route 25 ® 13'��'� Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) ` a, Telephone: 631765-1938 Southold,NY www.southoldtownny.gov PUANNING BOARD OFFICE TOWN OF SOUTHOLD December 22, 2021 Mr. Henry Alia Rimor Development LLC P.O. Box 908 Cutchogue, NY 11935 Re: ' Site Plan Inspection, Certificates of Occupancy Units #31-38 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# 31- 38 of the above- referenced Residential Site Plan, with exception of supplemental evergreen plantings required in the natural buffer behind these units, have been completed based on the site inspection made on December 13, 2021. 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 eight (8) units. The supplemental evergreen plantings are required to be planted in the natural buffer behind these units by April, 2022. 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, Donald J. Wilcenski Chairman cc: Michael Verity, Chief Building Inspector Michael Collins, Town Engineer T FIELD"INSPECTION REPORT D CO NT ,I roe o FOUNDATION(IST) �J N y FOUNDATION(2ND) ROUGH FRAMING:& H �. PLUMBING a -4 .5 -� INSULATION.PER N.Y. •I c `� STATE ENERGY CODE `� S . Aff ot tiv FINAL. ADDITIONAL CONEWENTS. 3-a- eP-c-lac o 171 Aa Z. v H NJ . t C St1ff0(k oG TOWN OF SOUTHOLD—BUILDING DEPARTMENT �= Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 ?y • o� Telephone(631) 765-1802 Fax(631) 765-9502 httns://www.southoldtoMM.gov For Office Use Only Date Received PERMIT NO. �51 a Building Inspector: Applications and forms must be filled out in their entirety.Incomplete applications ( '. will not be accepted. Where the Applicant is not the owner,an Owner's .J JAN — 7 221 Authorization form(Page 2)shall be completed. Tf6 { ' -- 7 APPLICATION FOR BUILDING PERMIT Date: I � � , � r d�v OWNER(S)OF-PROPERTY; Name: Rimor DevelopmentTax Map#:SCTM#1000- 102.01 - 02- OPT Physical Address:.- IJV Phone#: 631-678-2667 Email: teamalia65@gmal .com Mailing Address: CONTACT.PERSON: . Name:Henry Alia Mailing Address: PO Box 908 Cutchogue, NY 11935 Phone#: 631-678-2667 Email: teamalia65@gmail.com DESIGN PROFESSIONAL INFORMATION:: Name:GRCH Architecture Mailing Address: 3750 Express Dr. South Islandia, NY 11749 Phone#: 631-864-3395 Email: CONTRACTOR INFORMATION: Name:Rimor Development Mailing Address: PO Box 908 Cutchogue, NY 11935 Phone#: 631-678-2667 Email: teamalia65@gmail.com DESCRIPTION OF PROPOSED CONSTRUCTION 2New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Dqo, 00 U Will the lot be re-graded? OYes 0 N Will excess fill be removed from premises? ❑Yes 2No PROPERTY INFORMATION Existing use of property: Intended use of property: Condo-resitdential Date of Purchase: Name of Former Owner: 1 Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to - ___- _- - - this property? 2Yes ❑No IF YES, PROVIDE A COPY. on file-m4th building-department 2 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 authori d inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to*ctio7 210.45 of the New York State Penal Law. Application Submitted By(print n ): Henry Iia 1ZAuthorized Agent ❑Owner I ---Signature of Applicant: Date: -- -- -- -- - STATE OF NEW YORK) SS: COUNTY OF Suffolk ) HenryAlia 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 there ith. Sworn before me this day of U 20 SHERRY PIRONE NOTARY PUBLIC,STATE OF NEW YORK PROPERTY OWNER AUTHORIZATIOMegistration No. 01PI6388308 (Where the applicant is not the ower) 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,n signed, do(ts)hereby state: Owners),Name(s) That the undersigned (is)(are)the owner(s)of the premises i e T pof Southold, located at which is shown and designated on the Suffolk County` Tax Map as District 1000, Section Block- 0 ,Lot O D That the undersigned(has)(have)filed, or cause to be filed, an application in the Southold Town Building Inspector's Office for the f llowingWW � 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: irint 4e) (Signature) (Print Name) F(1(,tC�G Town Hall Annex y� Telephone(631)765-1802 54375 Main Road d P_ O. Box 1179 + Fax(631)765-9502 Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED WOOD CONSTRUCTION ANDIOR TIMBER CONSTRUCTION Date: a Owner_ mo L Ie 9 Location of Property: T. .3� .C� .. �V) ,�, Please to otice that the.{check applicable line): -: New commercial-dr residentialstructure_ . 'a:.-'.addition to eAsftng-do'mmerciat`Qr residential struGtur..e` _ ,Y hehabi(itatiQn#o;an_"existing cbrrirtiercia( or residenf[al structure to be.construeted`t:rt performed.at the subject property reference above will-ut(I'tze (check appy abfis it Vie): _ Truss: yPe`egnstruction TTQOD+ L . Pre-engin@ereel Vjrood construction (PW) Timber constructio _(TG _ in the following locations) (check appfcabie;.iine):•-' , Fjoor framing, including g' ers and beams (F) Roof framing (R) Floor and roof.framin Signature: Name (person submitting this form): Capacity(check applicable line): -Owner Owner representative TrussReg15.docx Effective 1/1/2015 i 1 I {{ ..•i"_J.`•Y>'ig( :FwSI'JH 2 ✓ t 1"Jr4•yt.O ��^'a'�'''d�A• rlr T<':'�ti.�ir'L..C}jy��a.�•�`A. �7�l.ytj•,+i��a•'�y��,:••y�y�r _\(. 4i\c�i �.j� ,moi T, Oyu •b'in'��rr�i{r��.`��lzss�l.'�ol`�`�"iirrc+•_ q+•tC'J�t3�1.1'-"-.i-� __�-"22"{r,�'jyy Ute..• . Jtt?• rrr r+y�,,.• LLerS}�'� �, e•s t�+• -*);� (:' .r } .1Jyyyy�t -.,-.f}J.�•'?.` ( h�1rN rYi) "I��tinn{r''."S� - '. • : �+:•/t,Z1`:--`T �~S Atitj T a SJR;c '++�'�r'>�T�,\ �' �iw~• '�v Biu 1,i,! 7 ; t:L avt1} J-+'• rj � 1 ' F \ t ..'r 'moi ? t ' �•• :a t r�r (J , i n - "s l 6 a BUILDING DEPARTMENT Electrical Inspector j tOWN'OF SOUTHOLD, C= T-OWn Hall Annex- 54375 Main Road - PO Box 1179t Southold;; York 11971-0959. Telephone (631) 765-1802 - FAX (631) 766-9502 gerrOsoutholdtownny.gov - seandO-southoldtownny.gov Api.p,'':-CATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ail Information Required) Date; Company Name: YN)"Tm Name: um e Kly� License No.: ern il; Address.. 'Phone No.: JOB-SITE INFORMATION (All)nfor 'at M on Required Name: A 111A11,10 A 4 LL.C_ kV,_U&01-3bkhk, c), 7 Address:. N�\,VfS bh Cross Street: ku P-04bl. Lei phone.No.:.. 51-7 Tpx.Mpp District:. 0,Q0 ow -I.• Bloc BRIEF DESCRIPTION OF WORK' (Please Print.016carly) .Circle All That Apply: isjob.17094y.for inspection?: VNO Rough In Final you.need a Temp Certificate'?: 0 Issued On. 0 , Teirnp!infor.M* ailon: .(All Information required) Service Siz3 Ph :Size: I's eto Old Meter.# �& ew 8erNv' Fire Reconnect- Flood Reconne6t-Service Reconnected-Underground -0verhead W.Un&rgroUnd.Laterals 1 2 H Frame Pole Work done.on Service?, Y -Additional I'hfbhnatibn: PAYMENT DUE WITH;APPLICATION Request for Inspection Form-As t PERMIT # � . address: Switches Outlets GFI's C �j Surface . S Sconces I 1 LA UC Lts Fans 'Ft 1 HW , Exhaust. I P Oven W/0 Smokes I1 W ,. .- . . . Mini . .;: C iitro"� '� enerator Combo I ooktop ser` Tran AC; AH ... Hood t. Service Amps' Have Used Special: Comments: PROPOSED MULCHED NATURE TRAIL (TO BE ROUTED AROUND EXISTING TREES WITHIN NATURL BUFFER AREA) i rrirrrrrrrrrrr rrrrrrrrrrrrrrr ,� ";�'{P rrrrrrrrrrrrrrr rrrrrrrr r rrrrrrrrrrrrrrrrrrrrr r�rr ri�i rrrr'i I°r+��.�.�r'� SED -D �0. 28.75' rr 3� 36 *Bl 12.1' B2 B _ VaN z rD f33 EN 19, z ez- v 'Y� f { Z°� �,ti��. c � ,,�,� rte' ;�: ff^+� �r ,>7"' �•�� '�� _...� Y� $ on * �3t�ytii�,ysy�k�` �'y�y- ,_'� u��m' �"'��1•f's ,fir � a�:T �� tP• � ..anderR vz, :Its "� a�`ar4 ' RZ, 775 s + � n e �'F a2% ��y rs f(ig aha t c9 ys7 v qt"Ag', i4',R .€'vg's •: rm�'Y4 4i`.f'1't+cF=a:: R a2 +'S I^�.,'�ra.�.;L'<vera*',�,'."'' tJ�i�C'4k ��`S' {� x'rC�"''� N cC^fs.�mr 4,." '+v tn�'� � ^`' � Ji � T 2 .X Rh M yr J• - _� � �'.::• FLU5H BELGIUM rz ,� �h .... . "Alt�a4 (SEE DRIVEWAY : ..... .. . DIVIDERS TYP. In x r Lx SEE DETAIL) �f 1 • : (J SIDEWALKI,(I5YP,) d1 1 1 'IPE SHALL BE 15" CPP WITH A SLOPE UF U% e STANDARDS: SPECIFICATIONS SHALL INCORPORATE THE PROVISIONS FOLLOW UNLESS OTHERWISE NOTED: • OF THE AWWA STANDARDS AND/OR MANUFACTURER'S RECOMMENDED IECTIONS TO BE 4" DR-18 WITH MINIMUM SLOPE INSTALLATION PROCEDURES. E MINIMUM 6 DR-18 PVC OR CAST IRON WITH A ® BEDDING: A CONTINUOUS AND UNIFORM BEDDING SHALL BE PROVIDED IN THE TRENCH FOR ALL BURIED PIPE. BACKFILL MA'T'ERIAL SHALL BE TAMPED IN LAYERS AROUND THE PIPE AND TO A SUFFICIENT HEIGHT jE C900 BLUE BRUTE DR-18 PRESSURE PIPING ABOVE THE PIPE TO ADEQUATELY SUPPORT AND PROTECT THE PIPE. WATER MAIN TO BE 10" WITH 6" HYDRANT STONES FOUND IN THE TRENCH SHALL BE REMOVED FOR A DEPTH OF AT LEAST-SIX INCHES BELOW THE BOTTOM OF THE PIPE. SERVICE CONNECTIONS TO BE 1". ® COVER: ALL WATER MAINS SHALL BE COVERED TO A MINIMUM DEPTH OF 54 INCHES WITH EARTH OR OTHER INSULATION TO PREVENT NIMUM OF 10 FEET OF SEPARATION BETWEEN FREEZING. ' VER/DRAINAGE LINES. ° BLOCKING: ALL TEES, BENDS' PLUGS AND HYDRANTS SHALL BE NIMUM SEPARATION OF 20 FEET FROM SANITARY PROVIDED WITH REACTION BLOCKING, TIE RODS OR JOINTS DESIGNED tLL DRA'S AND DRYWELLS. TO PREVENT MOVEMENT. NIMUM SEPARATION OF 10 FEET BETWEEN 3. TESTING WATER/DRAINAGE LINES. ' PLANS AND SPECIFICATIONS SHALL REQUIRE THE FOLLOWING: ;RVICES TO BE INSTALLED BY PSE&G AND AAY VARY DUE TO FIELD CONDITIONS. ELECTRIC 0 PRESSURE AND LEAKAGE TESTING: ALL TYPES OF INSTALLED PIPE HYDRO—ACTION UNITS SHALL MAINTAIN .5 FEET SHALL BE PRESSURE TESTED AND LEAKAGE TESTED IN ACCORDANCE ON FROM ALL SANITARY APPURTENANCES. WITH THE LATEST EDITION OF AWWA STANDARD C600. a DISINFECTION: WATER MAINS ARE TO BE DISINFECTED IN /DRAINAGE LINE CROSSINGS SHALL MAINTAIN A ACCORDANCE WITH AWWA STANDARD C-651--86, OR THE LATEST 'ARATION OF 18" MINIMUM BETWEEN PIPING. (SEE REVISIO° BACTERIOLOGICAL TESTING: BACTERIOLOGICAL ANALYSES OF WATER ONTRACTOR SHALL ENSURE ALL CROSSING SAMPLES COLLECTED AFTER DISINFECTION ARE REQUIRED AT DURING CONSTRUCTION. LOCATIONS SPECIFIED BY THE SUFFOLK COUNTY DEPARTMENT OF TO MAINTAIN ALL REQUIRED VERTICAL . HEALTH SERVICES. GENERALLY, A BACTERIOLOGICAL SAMPLE IS REQUIRED FOR EVERY 1000 LINEAR FEET OF WATER MAIN OR PORTION THEREOF. NSTALLED UNDERGROUND. Habitable Garage Area nit Numbers Area (SF) (SF) TOW (SF) Harvest Poi nice t 77-124 1,999 486 2,485 Cutchogue 3,8,10,22,141 .,23,26,27,29, Cutch®gue, New York 33,36,39,41,45 1,599 363 1,962 Town of Southold 17,49,50,52,54, >8, 59,68, 72, 76 No. Revision Date Appvd. ,5,6,9,11,13, 13 TOWN/SCDHS REVISIONS 7/28/17 AVL L9,20,22,24, 12 TOWN REVISIONS 6/14/17 AVL '8,30,32,35,38, 1,599 363 1,962 11 SCDH REVISIONS 4/22/17 AVL 1'2,44,48,51,53, ;0,62;64;66,70;'__ -___-_.__-. ______-- _ 10 REVISED PHASING PLAN PER TOWN 4/6/17 AVL 73,74,75AVl.- 7,34,37,43,55, 8 SCDH REVISIONS 3/9/17 AVI. 1,599,599 380 1,979 �posiflnadb � {�, xs t ;•.< tn•ti>fi.?�,arr ., r.,udri ...s,$ J_. .x �;>.c,...:? �:`' 15,16,17,18 1,999. 408 2,407 Issued for Dote July 10, 2015 N/A 6,188 N/A 6,188 SUM 1000-1®2-01-33.3 SC®HS rcvaa e p-�--!� t ,^qt�qp^5-pp.e....,.ag.�e{��..�,.t..�,rt,.�.y.• 6.o.Ce^...-.•.'go«...�.�...g..,.{e�.�n}... .Lr.�, ( ...U --F01.r,_% U� sN1 U I.i'Ei"C'i1-7TIHiI.aN OF q�E:: L H f-S-E8-ai/L'.,eES m67,SaeU�3"4.N�V�G"'w li-1d�17fi„1Le 5.6ti`�<�11V�F 9'+i"c$^..O�S�dI'J�tI�NE L••a O'WLV l-yr' Drawing Number i �, d�Nr_- 05 F ” Q� IRES"RMFw YEARS FROM DA`4�'OF APPROVAL l.. V. rd i 7 V Sheet of : 9 29! Project Number 29305.00 SCDMS Keference # CI®-®6-0013 —JJL-f"-ft 9-UUt TI( 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. SECTION I FOR ALL RENEWALS AND TRANSFERS EXISTING REFERENCE NUMBER: R10-17- 00 213 Tax Map No.• 1LctioanL�— Eo :== Block Lot 2— Name of Current Applicant: Rimor Development LLC 631 735_9200 Tel#: ( ) Mailing Address:PO Box 908, Cutchogue, NY 11935 Email Address:teamalia65@gmail.com Name of Current Agent:Henry Alia (631) 678_2667 Tel#: Mailing Address:PO BOX 908, Cutchogue, NY 11935 Email Address:teamalia65@gmail.com DATE OF ORIGINAL APPROVAL: 09/08/2017 "If more than 6 years old and SCDHS site inspections have not been erformed,a new a ]ication will be required SECTI®N 2 FOR TRANSFERS WITH PREVIOUS APPLICANT/AGENT PERMISSION Name of Previous Applicant/Agent: Tel#: ( - I hereby transfer all rights and interest in the above referenced permit to the new applicant named above; Signature of Previous Applicant/Agent: Date: SECTION 3 FOR TRANSFERS W'IT'HOUT PREVIOUS APPLICANT/AGENT PERMISSION Name of Previous Applicant's Architect/Engineer/Surveyor: Tel#: ( ) - I hereby authorize the above named current applicant to use the previous applicant's survey/site plan for this project prepared by me;for the purpose of transferring the above named reference number and its site design. Architect/Engineer/Surveyor's signature: Date: SIECTION 4 FOR ALL RENEWALS AND TRANSFERS Application is hereby made to[ 1 TRANSFER, RENEW(check applicable) a permit to construct in accordance with this application,surveys and plans submitted. I here rtify that I;hav�e`exa hlned,'this complete application and the statements therein are true and correct,and that all work shall be do i accor a ce with`all`applicable Town,County,State and Federal Laws. "Any false statement made herein is 2unishable as4 ' d mean ursu , t to S210.45 of New York State Penal Law." Signature of Current Applicant/Agent Date Print Name of Current Applicant/A nt .; =- ' - --.. Title Hen: Ali -... - - , Agent/Project Manager DEPARTMENT USE ONLY Permit is Transferredf -newe Until �!� ��Number of Bedrooms Approved N/A SAk ignature of Department Representative Date 10—IS'— Zo WWM-104(Rev. 02/12) �ST. 3 R=112.00' S 65°26'53"E L=29.79' S 40°52'38"E R=275.00' 49.54' 27.03' S38°23'13"E 62.34' L=77.85' S52°55'20'W I S 49°09'21"E S 24°33'07"W R=112.00' 19.24' 107.80' 29.72' MILLSTONE LANE 238.82' R=410.00' L=450.50' S23°R=1 4 39.36' GRIFFING (� S38-24'1 WE R=140.00' SUB PAVEMENT STREET - - S-` 96.29' L=37.19' »2 00' R=112.00' PON 21 AV L=8.27' S38°25'23"E 34.21' N LO M ILO S37°04'40"E m M UJ - / DROP CURB U) 95.00' R=112.00' J S38°24'18"E 481.91' ?� - - -?� - - - PROP CU O I L=29.75' R=140.00' o ^ R8 � M = Z TOWN OF L=37.19' a U a S53°37'34"E a O SOUTHOLD Q ;o 51.14' S53°37'34"E 44.19' v ;� O m LO `n cl' _ pzI `o 17.0' n 13.0'.1 U )v NJGARAGE 18.5' o y U) _ 269.77'(ACTUAL) p N GARAGE I 2.5'aS37°04'40"E a,0i I 2 5'-o'I I 3.4'3.3' I I in---- - 5.3' - 20. DN ONLYA I TOATION=34.1jm UNIT 34 2 0'z.o' E OF N0)v 15.9' N m 14.4' 0 0 13.2' N S�P�Ry D 11.0'- !� GO A��/pA c7 A O m �J o s� 0S0213 sup'I NOTES: THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFOREARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. _ 06-15-2021 FOUNDATION LOCATI N FOUNDATION AS-CONSTRUCTED SURVEY FOR R IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY UNITS 33 - 34 UNIT DESIGNATION MAP O F PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY.IF HARVEST POINTE.CONDOMINIUM 2 AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE j ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SELL AND j FILE NO.:490 FILED SEPTEMBER 28,2020 THE NOTATION'ALTEREO BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. SITUATED AT COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED i C UTCHOG U E SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BEAVALID TRUE COPY: ---- -- -- - --- - - _ _ _ 1- TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK I NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS S.C.T.M.DISTRICT 1000,SECTION 102.01,BLOCK 02.00,LOTS 007.000$008.000 I OR RIGHT OF WAYS,IF ANY.NOT SHOWN ARE NOT CERTIFIED. PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE 0 CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS NELSON + POPE OTHER THAN VISIBLE PERMANENT STRUCTURES. COPYRIGHT NELSON 8 POPE,ENGINEERS ANGMURVEYORS.ALL RIGHTS engineers-architects-surveyors RESERVED,NO PART OF THIS DRAWING MAYREPRODUCED BY PHOTOCOPYING, 70 MBXess Road,Melville,NY 11747. 631.427.5665.nelsonpope.com RECORDING OR BY ANY OTHER MEANS,OR STORED.PROCESSED OR TRANSMITTED IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN PERMISSION OF THE SURVEYOR. INDMDUALSDRAWN BY: NP ADD NO,: 00028 SCALE: THIS PLAN WAS PREPARED TO ASSIST IN OBTAINING FRAMING PERMITS FROM LOCAL - _ MUNICIPALITIES AND IS NOT AUTHORIZED NOR GUARANTEED FOR ANY OTHER CHECKED BY: PE FILE NO.: SHEET NO.: 'I OF'I PURPOSE DATE: 07-02-21 PROJECT NO.: 00026 -1"=30' -3 DLkAVLkk 4STZ-3 R=112.00' S 65°26'53"E L=29.79' (' S 40°52'38"E R=275.00' 00' 49.54' �( 27.03' S38°23'13"E 62.34' S52°55'20"W I S 49°09'21"E S 24°33'07"W R=112.00' 19.24' R=41' L=29.72' MILLSTONE LANE 238.82' R=410.00' S23°11'01"E 39.36' L=450:50' GRIPPING S38°24'18"E R=140.00' SUB PAVEMENT STREET rL ST 96.29' L=37.19' 112.00' R=112.00' — N^ ►Ip,RVE NE R_2145' L=8.27' S38°25'23'E 34.21' LO pO1NTE I CV M O� p7 to S37°04'40"E m Ci LU — — / re) DROP CURB j 95.00 R=112.00' —/ S38°24'18"E 481.91' — — —� — — — PROPOSED CURB L=29.75' R=140.00' b = uJ TOWN OF L=37.19' N co Z a S53°37'34"E 0 J I SOUTHOLD' ¢ �' 51.14' S53°37'34"E 44.19' v In O m LO _ COI 17.0' c c 13.0'-4 U) — 269.77'(ACTUAL) ^' N N 18.5' q 5 19.0' o _q4.0 I GARAGE I 2'S a S37°04'40"E " i GARAGE I 25.", I I 3.4' 3.3' I I I in 2.0' Ib FOUNDATION ONLY 5.3' [TOP OF FOUN ATION=34.1] A W m UNIT 33 I UNIT 34 L2.O' I 2.0' - /,t� OF n/c N C1 N 22.7' w p o, 13.2' a� DAV/ �!!� C 14.4' o b yco ,3,, 11.0'- t 0 �/ ASiCq (]- 2 050213 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, PLANTING AREAS,ADDITIONS T. BUILDINGS AND ANY OTHER CONSTRUCTION. ' ' - 06-15-2021 FOUNDATION LOCA N FOUNDATION AS-CONSTRUCTED SURVEY FOR IT A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, - PROFESSIONAL ENGINEERING AND LAND SURVEYING.SECTION 7209,FOR ANY UNITS 33 - 34 UNIT DESIGNATION MAP OF PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER ORLAND SURVEYOR,TO ALTER AN ITEM..IN ANYWAY.IF HARVEST POINTE CONDOMINIUM 2 AN ITEM BEARING THE SEAL OF AN ENGINEER ORLAND SURVEYOR ISALTERED,THE ALTERING ENGINEER ORLAND SURVEYOR SHALL AFFIX TO THE REM HIS SEAL AND FILE NO.:490 FILED SEPTEMBER 28, 2020 THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. SITUATED AT COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED , CUTCHOGUE SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUDTRUE COPY. TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS S.C.T.M.DISTRICT 1000,SECTION 102.01,BLOCK 02.00,LOTS 007.000&OOB.000 OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED. /� ^ P PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE 0 L N E L `-y© O N + P O P E CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS OTHER THAN VISIBLE PERMANENT STRUCTURES. �( engineers•archit'ect's•surveyors COPYRIGHT NELSON&POPE,ENGINEERS ANECSURVEYORS.ALL RIGHTS RESERVED.NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, e com 70 Maxess Road,Melville,NY 11747. 631.427.5665.nelson o RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED - P P IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN PERMISSION OF THE SURVEYOR DRAWN BY: NP CADDNo.,INDIVIDUALS00026 S Is SCALE' THIS PLAN WAS PREPARED TO ASSIST IN OBTAINING FRAMING PERMITS FROM LOCAL MUNICIPALITIES AND IS NOT AUTHORIZED NOR GUARANTEED FOR ANY OTHER CHECKED BY: PE FILE NO.: SHEET NO.: 1 OF'I PURPOSE. 00026 1"=30' DATE: 07-02-21 PROJECT NO.: R=112.00' j L=29.79' 40°52'38"E S 65°26'53"E S38°23'13"E 62.34' S S 40* R=275.00' 49.54' L=77.85' R=112.00' S52°55'20"W IS 49°09'21"E S 24°33'07"W L=29.72'19.24' 238.82' 107.80' S23°11'01"E 39.36' 1 R=410. R=140.00'00' FV C' 7L=450.50' L=37.19' L-j IGRIFFING S38°24'18"ESTREET 3VES` 96.29' 0R=112.00' ►-1 NTE�pNE ^21.45' L=8.27' S38°25'23"E 34.21' APR 2 5 2022 I0 4 c �SToN co E LLIvc�i _S37°04'40"E 6 _ _ _3 DROP CURB SUQ Q ^IC eR_? e�- � c/0195.00' S38°24'18"E 481.91' GUR pAV C�, Y- O^c--7 R=112.00' g$• MFNT 21 L=29.75' �o coW r- coW O I j R=140.00' .n �p �p = W I TOWN OF L=37.19' Z c"1 S53°37'34"E N �O `°' j0 --I g I ,'n 51.14' S53°37'34"E 44.19' v CONC.WALK 2� ww CONC.WALK O _j SOUTHOLD C CO C WIN.O.H. 0 [ > > 2 1 ELEC. 717*0' ~¢ ¢ -- ELEC. U fo METERN m D• m a o 13.0'-. MASER 0 (n - 269.77'(ACTUAL) CONC.WALK METER o 19.0' N AS 18.511 v 2'5,_ METER 11 F'L WIN_O.H.ELEC. 4.0'1c� I 0� Y S37°04'40"E w GARAGE 2.5u 013.0' MASER I GARAGE I 6'acgn ¢ 1 3.a'c° 3 METER 2.5' O� 1.7' 3.3' 1 --1 r- m z I -- 0 2.5;0 g oUi m 1---- 5.3',n U 33 3.0'2'T 2.0' 1 STOR_*FRAMEFD �, o 3.0'_' n Icd of � RESIDENCE UNIT 33 F.FL.�=34.4 UNIT 34 �� z.o' G.FL.1=33.7 2.0' o f ;� N 22.7' IN El F I-� ❑ 15.9' c"i °D o 0 13.2' co UNIT 32 zo t_ 14.4' C, 00 11.0' U (rr 2.0' �0�� a 1 U o� io U-�D. is io _1 o N ❑� a �i ZD (V o FD vi 13.1'co z 16.9' 0 15.2' 11.0 U R/O CONCRETE wz R/O CONCRETE OF REF 3 ENCLOSURE ENCLOSURE P ppVl p %O o wi 7� F 15.1' tv� R/O CONCRETE z Jr ENCLOSURE SIGN �O HARVEST POINTE HOME OWNERS S 38°24'20"E 513.85' \ S 21 �y ASSOCIATION DESIGNATION LINE " NOTES: THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURESTO THE 06-15-2021 FOUNDATION LOCATION FINAL SURVEY PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE PLANTING AREAS,ADDITIONS TO BUILDINGS AND NOT INTENDED TO GUIDE THE ERECTION OF CANY OTHER CONSTRUCTIONES.RETAINING WALLS, . FOR 10-27-2021 SANITARY AS-BUILT FOR UNITS 33 & 34 IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, 12-01-2021 ADDED DRAINAGE, UNIT DESIGNATION MAP OF PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY CONTROL MODULE PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED SELECT.PANEL HARVEST POINTE CONDOMINIUM 2 PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY.IF 12-OB-2021 FINAL SURVEY FILE NO :490 FILED September 28, 2020 AN R . EM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE SITUATED AT 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 C UTC H OG U E ALTERATION,AND ASPECIFIC DESCRIPTION OFTHE ALTERATION. TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED S.C.T.M.DISTRICT 1000,SECTION 102.01,BLOCK 02.00,LOTS 007.000&008.000 SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. NO PHYSICAL EASEMENTS N PROPERTY UNLESS NOTED.RECORDED EASEMENTS 1� L NELSON ♦ POP E OR RIGHT OF WAYS,IF ANY,.NOT SHOWN ARE NOT CERTIFIED. PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE CONDITIONS IFANY,INCLUDING BUT NOT LIMITEDEB WETLANDS,WATERCOURSES, engineers•architects•surveyors SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS OTHER THAN VISIBLE PERMANENT STRUCTURES. 70 Maxess Road,Melville,NY 11747. 631.427.5665•nelsonpope.com COPYRIGHT©NELSON 8 POPE,ENGINEERS AND SURVEYORS.ALL RIGHTS RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING. DRAWN BY: NP CADDNo.:INDIVIDUALSURVEYS SCALE: RECORDING OR BY ANY OTHER MEANS,OR STORED.PROCESSED OR TRANSMITTED j 00026_1 • IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN PERMISSION OF THE SURVEYOR. CHECKED BY. MS FILE NO.: SHEET NO.: 'I OF'I ,"=30' DATE: 12-13-2021 PROJECT NO.: 00026 Q13-D-[P-INV. b 6.2' NOTES: 5.4' N iv SANITARY SYSTEM AS-BUILT TABLE THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE in of PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE taiI STRUCTURE NAME TIE A TIE B NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. -- v 5.0'q DwI- mzCO LU UNITS#32,33 &34 W- IT ISAVIOLATION OF NEWYORK STATE EDUCATON LAWARTICLE 145, Z �rn�m z ST-1 3 9.3 48.7 PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR/WY 3 U� PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED � z OUF-Z I° ST-2 3 8.8 5 5.1 PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY.IF Q? UIQW Q AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE 38.1 71.8 ALTERING ENGINEERORLANDSURVEYORSHALLAFFIXTOTHEITEMHISSEALAND DIP INV. Ocoi O� LPTHE NOTATION"ALTERED BY'FOLLOWEUBY HIS SIGNATURE AND THE DATE OF SUCH 2.0, 31.03 U _32'_ o xAPR 2 5 2022 --- 3 S S S S g S 'C5 I Fw-O ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. LLI _ DIP INV. 36' p� Z_ COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED m Z O (n 30.92 Z m 4"SDR-35 pj I O Q SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. rn ICD I W ^ o PIPE,TYP. ?NN D F F-Q NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED. 2.0' I� of CnSUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES UNDERGROUND•OVERHEAD AND GROUND LEVELUTILmESARENOTGUARANTEED _ WU Cl) I x Q AS TO ACCURACY,EXISTENCE,EXACT LOCATION,TYPE OR USE,ACTIVE OR INACTIVE. . 10.2' Cl) 2 2' I APPROVAL QS.CONSTRUCTED��}tAu1I/hJ�TO� ELECTRIC AND GAS UTILITY LOCATION PROVIDED FROM PSEG DISTRIBUTION DESIGN F- 1 i Ur WORKS K PLAN DATED 7121/18.LOCATION OF GAS AND UTILITY IS APPROXIMATE AND LOCATED o Z orn �SINGLEFL.• T;f e�F.adc�FA!{iI TYPICALLY IN THE SAME TRENCH.ACCURACY OF UTILITY IS NOT GUARANTEED NOR IS � ui m o ��s3, THERE ANY GUARANTEE THAT ALL EXISTING UTILITIES ARE SHOWN ON THIS MAP. II 1 co 61' N �o q60 9 2a�1 ��,_r py Fy t1�y CONSULT WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR M N 14.8' 4.7 fir' .Z;.A E�:l.No. I _/ / -0 n 7G 7� FURTHER DESIGN. 27.7' I LO ®�Ie . lad I �a PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE °� M The sewage disposal and uvoter supply facilities at this lvdalion have been CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, Il ; wO CONTROL y Nw Inspected and/or certified by this Department or other agenraas and found to SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS U0 MODULE O iv OTHER THAN VISIBLE PERMANENT STRUCTURES. G -- G I G G I AFL ° be SatiSfaCtOrj!FOR A MAX9MUIU,�F, I lq BEDROOMS. E E E S E 5.5' Q I x J COPYRIGHT©NELSON 8 POPE,ENGINEERS AND SURVEYORS.ALL RIGHTS CQ 1" WATER m 17.3' 8.2' a 19 W y RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, II 3 0= 6.5' ui b 2' - RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED 7 SERVICE 5.3'-6 i' �i I b w IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN U w w_w 7 7'in N of 7.61 - I 0 PERMISSION OF THE SURVEYOR. w O N N H NID. Craig Knepper, PE., Chief ADDITIONAL IMPROVEMENTS AND/OR POSSESSION,IF ANY,NOT LOCATED,NOT tau 3 m 5.0' o ZM II I 4.01 DIP INV.r• Ot''I ALL SANITARY PIPING 4'AND 6'SOR-35,TYPICAL. U 18' zm rr• a z n 3 UJ I W N 32.39 s HZN INV. i k-, v, vr_t•:ac. v c�i I I u tau C7 1 2 3,0' 4"SDR-35 27.87 °r I q W Z ? INV. INV. Y 3 < 1 Lr E 29.09 O I 28.18 2 I 2.0' LL Z U1 I 3 C7 1 ❑ 1.9' '\. CL I 3 < I Cn of Z ��C6 LU 0 OM 16 N I 4.0' ---- N 3.0c 4"SDR35�a Z �� Y s^ N 00 F-` `��II 0 M VETER� x` W w 7.6'N n t? N H 1" WATER 5.3'N M ,9 L b ..C6 o I LLI ' 04 O 3 SERVICE 6.4' 6 17.2' SS 'Z*9 "ted I I N J LLI ^'".�:� W 1 G c'' m NUd" O W I- 4;- e,. - A Z D LW 6 Q (2)E.BOX n� o C4 O Co LL! II I m o mt OD ClO��Q 3 C( IL C O l h CO �\ LW )il m FARMSTEAD 3 m z w IIL 06-15-2021 FOUNDATION LOCATION COURT ={ - w 3 I I SANITARY AS- CONSTRUCTED SURVEY FOR II I I ; OB-27-2021 SANITARY AS-BUILT SUB PAVEMENT c �' os-26-zozl SANITARY AB REVISED UNITS 32 - 34 UNIT DESIGNATION MAP OF HARVEST POINTE CONDOMINIUM 2 N IIC I FILE NO.:490 FILED SEPTEMBER 28, 2020 SITUATED AT L, CUTCHOGUE TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK S.C.T.M.DISTRICT 1000•SECTION 102.01,BLOCK 02.00•LOTS 006.000.007.000&008.000 HEALTH DEPARTMENT REFRENCE NUMBERS&AREA'S WL NELSON + POP E UNIT No. HD REF No. HABITABLE AREA GARAGE AREA TOTAL GROSS FLOOR AREA engineers•architects-surveyors 32 R10-17-0086 1,999 S.F. 408 S.F. 2,407 S.F. 33 _ R10-17-0087 1,599 S.F. 363 S.F. 1,962 S.F. 70 Maxess Road,Melville,NY 11747. 631.427.5665.nelsonpope.com DRAWN BY: NP CADD No.:_R10-17-0688----1, 1,599 S.F. 380 S.F. 1,979S.F. 000261 SCALE: CHECKED BY: MS FILE NO.: SHEET NO.: 'I OF'I 11.=30' DATE: 09-28-2021 PROJECT NO.: 00026 R U �4S 33 -1- 3 APPROVED AS NOTED ELECTRICAL DATE: s y - ,1 INSPECTION REQUIRED 5- B.P.# -I" J 7 FEE: 1 I � P' NOTIFY BUILDING .' UILDING �RTMENT AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: PLUMBER CERTIFICATION 1. FOUNDATION - TWO REQUIRED ON LEAD CONTENT BEFORE FOR POURED C(JN::RETE CERTIFICATE OF OCCUPANG 2. ROUGH - FRAMING- 8 PLUMBING 3. INSULATION SOLDER USED IN WA TEP 4. FINAL - CONS` !C "IN: MUST $(APPLY S. TEM.CANNO BE COMPLETE EXCEED 2110 OF 1?/, L ' ALL CONSTRUCTI'"": ,ALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. PLUMBING . ALL PLUMBING WASTE &WATER LINES NEED COMPLY WITH ALL CODES OF T71NG BEFORE COVERING NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF • USS PLACARDING REQUIRED SnUTHOLD TOWN PLANNING BOARD RUSTEES CO NOT PROCEED WITH N.M. 0— FRAMING UNTIL SURVEY 'OF FOUNDATION LOCATION OCCUPANCY OR HAS.BEENAPPROVED:r> USE IS UNLAWFUL Blower door WITHOUT CERTIFICAT' and ductwork OF OCCUPANCY testing required. ;;STAIN STORM WATER RUNOFF r-,il exterior lighting URSU ANT TO CHAPTER 236 installed,replaced or Must provide Mane als OF THE TOWN CODE, repaired shall conform D, and S a code to Chapter 172 NYS Energy of the Town Code PLANS' /� ARE I CO FOR ANCE WITH THESE APPLICABLE 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)R316 Foam Plastic F- W TABLE 8405.1 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 Ceneral. The provisions of this section shall govem the materials, design, application, construction and installation of foam plastic materials. Properties of Soil Classified According to the Unified Soil Classification System W CC '' 2020 RESIDENTIAL CODE OF 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 Labeling and identification. Packages and containers of foam plastic insulation and foam plastic insulation components delivered to the job site shall bear g UNIFIED SOIL VOLUME 20 2 0 EXISTING BUILDING C 0 D E 0 F NEW YORK STATE be provided in floor-ceiling assemblies under the following circumstances: the label of an approved agency showing the manufacturers name, the product listing, product identification and information sufficient to determine that the SOIL CLASSIFICATION � � end use will com I with the re uirements. GROUP SOIL DESCRIPTION DRAINAGE FROST HEAVE CHANGE 2. Floor framing is constructed of truss-type open-web or perforated members. PY q SYSTEM POTENTIAL U 8316.4 fiermal barrier. Unless otherwise allowed in Section 8316.5, foam lastic shall be se orated from SYMBOL CHARACTERISTICS POTEN IAL EXPANSION O �� = 2020 FIRE CODE OF NEW 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. P P Gw WELL GRADED GRAVELS, GRAVEL SAND MIXTURES, 0 V :he interior of a buildin b an a roved thermal barrier of not less than M inch sum wallboard. LI TIE OR NO FINES 2020 MECHANICAL CODE OF NEW YORK STATE R316.5.3 Atics. The thermal barrier s ecifiedpin Section R 316.4 is not r uired where all ofgthe followin 0 I GP POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES, GOOD LOW LOW Z � E v 8302.13 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 P eq 9 PPY GooD Low Low _O l 2020 PLUMBING CODE 'OF NEW YORK STATE gyp / P q 9 q y LD SE OR NO FlRAV sum wallboard membrane, 5 8 inch wood structural ane) membrane, or a wvalent on the underside of the floor framin member. 1. Attic access is re uired b Section 8807.1. � o � m „ GROUP I SW WELL GRADED SANDS, OR GRAVELLY SANDS, F" .�� c�i L. The space is entered only for purposes of repairs or maintenance. LITTLE OR NO FINES GOOD LOW LOW 0 -0••0 m �- 2020 PROPERTY MAINTENANCE CODE OF NEW YORK STATE AND NEPA 70 2. The foam lastic insulation has been tested in accordance with Section R316.6 or the foam lastic insulation is rotected a ainst i nition usin 3/8 inch SP POORLY GRADED SANDS, OR GRAVELLY SANDS, � '� V > rn Exceptions: P P P 9 � 9 �� 9 •e N 2020 NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE- 4. Wood floor assemblies using dimension lumber or structural composite lumber equal to or greater than 2 inch by 10 inch. gypsum board. LITTLE OR NO FINES GOOD LOW LOW X ;0) oN} R316.5.11 SII lates and headers. Foam lastic shall be ermitted to be s ra a lied to sill lates and headers or installed in the erimeter joists ace without the • GM SILTY GRAVELS, GRAVEL SAND SILT MIXTURES MEDIUM Low I"� co ._ P P P P Y PP P P J P C4 "_ RESIDENTIAL PROVISIONS thermal barrier specified in Section R316.4 subject to all of the following: sM SILTY SAND, SAND SILT MIXTURES GOOD MEDIUM LOW Z V ca`o Section 8303 L•' §.cq`o M Light, Ventilation and Heating 1. The thickness of the foam plastic shall be not more than V4 inch. GC CLAYEY GRAVELS, GRAVEL SAND CLAY MIXTURES MEDIUM MEDIUM LOW � Q W M 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. 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 M u, m SECTION 8101 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, = ti ao GENERAL Exceptions: vith ASTM E 84 or UL 723. SILTY OR CLAYEY FIND SANDS OR CLAYEY SILTS WITH MEDIUM HIGH LOW ❑ U " 1. The glazed areas need not be operable where the opening is not required by Section 8310 and awhole-house mechanical ventilation system is GRouP 2 SLIGHT PLASTICITY W m R101.2 The provisions of the 2020 Residential Code of NYS for One and Two Family Dwellings shall apply to the construction, alteration, movement, enlargement, installed in accordance with Section M1507. Section 8317 Protection of Wood and Wood-Based Products ainst Deca CL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, re lacement, re air, a ui inert, use and occupancy, location, removal and demolition of detached one and two family dwellings and townhouses not more 2. The glazed areas need not be installed in rooms where Exception 1 is satisfied and artificial light is provided that is capable of producing an A9 Y GRAVELLY CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN MEDIUM MEDIUM MEDIUM 2 P P q P R317 All sills and lates on exterior foundation wall to be ressure reservativel treated in accordance with AWPA U1. CLAYS TO Low a than three stories above grade plane in height with a separate means of egress and their accessory structures not more than three stories above grade average illumination of 6 footcandles (65 lux) aver the area of the room at a height of 30 inches above the floor level. P P P Y plane in height. 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 stairways providing access to a basement from the outdoor grade level shall be provided with an artificial light source located at the bottom landing fashing. 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 a 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. 8202 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 in the interior or exterior or is integral to any opaque surface of the building envelope. 9 9 contact with preservative treated wood and fire retardant treated wood shall be in accordance with this section. The coating weights for zinc coated Section 8405 Foundation Drains e Z Mezzanine: An intermediate level or level's between the floor and ceiling of any story. 8305.1 Minimum height. Minimum ceiling heights of 7'-0' in habitable rooms. Minimum ceiling heights of 6'-8" in bathrooms, toilet rooms & laundry rooms. 9 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 masonry foundations that retain earth and enclose habitable or 0 Windborne Debris Region: Areas within hurricane-prone regions located within 1 mile of the coastal mean high water line where the ultimate design wind Exceptions: 2. A shower or tub a ui ed with a showerhead shall have a ceilin hei ht of not less than 6 feet 8 inches above an area of not less than 30 usable spaces located below grade. Drainage tiles, gravel or crushed stone drains, perforated pipe or other approved systems or materials shall be 0 speed (Vult) is 130 mph or greater. q PP g 9 R 319.1 Address identification. Buildings shall be provided with approved address identification. The address identification shall be legible and placed in a position installed at or below the top of footing or below the bottom of the slab and shall discharge by gravity or mechanical means into an approved � inches by 30 inches at the showerhead. teat is visible from the street or road fronting the property. Address identification characters shall contrast with their background. Address numbers shall drainage system. � i ations of this code 3. Beams irders ducts or other obstructions in basements containin habitable s ace shall be ermitted to ro ect to within 6 feet 4 inches of the 8301.1.1 Alternative provisions. As an alternative i:o the requirements in Section 8301.1, the following standards are permitted subject to the )Tint g 9 P P P 1 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 soils accordin H"' and the limitations therein. Where engineered design is used in conjunction with these standards, the design shall comply with the Building Code. finished floor. cf 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. 9 9 9 Cn 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 emer enc res onse. Where access is b means of a rivate road and the buildin address cannot be viewed from the ublic w a monument ole or Z purposes of glazing. cthergsign or means shall be used to identify the structure. Address identification shall be maintained. P �� P O ventional construction contains structural elements exceedin the limits of Section R301 or otherwise 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 8406 foundation Waterproofing and Dampproofing 0 8301.1.3 Engineered design. Where a building otherwise con 9 I the bottom exposed edge of the glazing is less than 60 inches above the floor. R406.1 Concrete and masonry foundation dampproofing. Except where required to be waterproofed, foundation walls that retain earth and enclose interior W conforming to this code, these elements shall be designed in accordance with accepted engineering practice. The extent of such design need ony Section 8321 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 demonstrate com liance of nonconventional elements with other applicable provisions and shall be compatible with the performance 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 rovided, assen er elevators, limited use and limited a lication elevators or rivate residence elevators shall com I with ASME A17.1 CSA LL. ' ^ P P P 9 PP P PY / floor to the finished grade using a bituminous coating. u J system. Engineered design in accordance with the International Building Code is pernitted 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 E44 sco a of this code. an in-swinging door. ~ M P Re 321.2 Flatform 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 backfilll Z ` ' '� 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 e sin the ultimate desi n wind walkin surface of stairwa s, landin s between fli hts of stairs and ramps shall be considered to be a hazardous location. The r t and covered with strips of 30 pound asphalt paper or 6 MIL polyethylene to permit water seepage while avoiding infiltration of fine soils. 8301.2.1 Wind design criteria. Buildings and portions thereof shall be constructed in accordance with the wind provisions of this cod u g g 9 Y 9 9 Section 8322 Flood Resistant Construction The remainder of excavated area shall be backfilled with the same type of soil as was removed during excavation. ❑ speed in Table R301.2(2) as determined from Figure R301.2(5)B. Exceptions: R 322.1 Ceneral. 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 , 1. Glazing adjacent to walking surface and rail is installed 34"-38" above landing. F301.2(1), and substantial improvement and repair of substantial damage of buildings and structures in floor hazard areas, shall be designed and 8408.1 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 R301.2.1.2 Protection of openings: Window glazing in windbome debris regions shall be protected to meet the requirements of the large missile test of ASTM E1996 & 2. Glazing 36 inches or more measured horizontally from the walking surface. y P J 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 1� ASTM E1886 per section 301.2.1.2.1. Gerage 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. Exception: Wood structural panels with a thickness of not less than 7/16" and span not more than 8�-0" shall be permitted for opening protection. Panels Section 8310 Emergency Escape and Rescue Openings foodways 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'. shall be precut and attached to the framing surrounding the opening. Panels shall be predrilled 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 . AND RESCUE OPENING PER SECTION R310. (Egress window & window well) 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 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 M.' R310.1 Eme enc esca a and rescue o enin r uired. Basement shall have not less than one o erable emer enc esca a and rescue o enin . cr structure in violation of this section. Z TABLE 8301.2 1 � y P P 9 � P 9 Y P P 9 structural panels as specified in Section 503.2. Fireblocking shall be of any grade lumber. ( ) R310.2.1 Minimum o enin area. Emer en and esca 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 CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA P 9 9 �' P P 9 P 9 q 8502.4 Joists under bearing partitions: Provide 2x full depth blocking ® 48" o.c. max. where beam is not located under wall to allow for piping or vents. height opening shall be not less than 24 inches and the net clear width shall be not less than 20 inches. appliances and plumbing fixtures; duct systems; and other service equipment shall be located at or above the elevation required in Section R322.2 or 0% GROUND Wind Design SIEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER Air Mean R310.2.2 Window sill hei ht. Where a window is rovided as the emer en esca a and rescue opening, it shall have a sill height of not more than 44 inches X22.3 8502.6 The ends of each joist, beam or girder shall have not less than 1 1/2 inches of beari�g on wood or metal and not less than 3 inches of bearing a DESIGN UNDERLAYMENT FLOOD Freezing Annual 9 P 9 P Exception: Locating electrical systems, equipment and components; heating, 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 1x4 ribbon strip and shall be mailed to adjacent stud. ~ !�1 SNOW SPEED Topographical Special Wind DESIGN FROST LINE HAZARDS above the floor, where the sill height is below grade, it shall be provided with a window well in accordance with Section R310.2.3. 9 9 P 9 PP P 9 W LOAD E fects CATEGORY WEATHERING TERMITE DECAY TEMP REQUIRED Index Temp systems; and other service equipment is permitted below the elevation required in Section R322.2 or R322.3 provided that they are designed and installed to R502.7 Lateral restraint at supports. Joists shall be supported laterally at ends by full depth solid blocking or by attachment, to band or rim joist. CTI (mph) f Wind bourne DEPTH 8310.2.3 Window wells. The horizontal area of the window well shall be not less than 9 square feet with a horizontal projection and width of not less than 36 prevent water from entering or accumulating within the components and to resist hydrostatic and hydrodynamic loads and stresses, including the effects of R502.8.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural glue-laminated members, Region Debris inches. The area of the window well shall allow the emergency escape and rescue opening to be fully opened. 0 zone I e e ui ed with a rmanent affixed ladder or ste 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 manufacturers recommendlations or as shown on these m 8310.2.3.1 Ladder and steps. Window wells with a vertical depth greater than 44 inches shat b q pp pe ly P below the required elevation provided that they conform to the provisions of the electrical part of this code for wet locations. drawings. v J MODERATE SLIGHT TO 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 20 140 NO (B) SEVERE 36" Yes X 1500 R 322.1.7 Frotection 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 �stered truss desi n ❑ TO HEAVY MODERATE Degrees from the wall and shall be spaced not more than 18 inches on center vertically for the full height of the window well. 9 • 9 PP 9 9 P P P Y 9 9 w O of flood waters into the system in accordance with the plumbing provisions of this code. professional where required by the statues of the jurisdiction in which the project is to be constructed. 8310.2.3.2 Drainage. Window wells shall be designed for proper drainage by connecting to the building's foundation drainage system required by Section 8405.1 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 ep on 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. 8301.2.1.4 Ex osure cote o Exception: A drainage system for window wells is not required where the foundation is on well-drained soil or sand-grovel mixture soils in accordance Section 8506 Concrete Floors (On Ground) !!!"""�� p g ry. R 322.2.2 Enclosed area below design flood elevation. Enclosed areas, including crawl spaces, that are below the 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 8405.1. 8506.1 Concrete slab on grades to be min 3-1/2 inches thick. design flood elevation shall: U or larger. Exposure B shall be assumed unless the site meets the definition of another exposure. 8311.6 Hallways: min. 36 clear width. 8506.2.2 Base. A 4 inch thick base course consisting of clean graded sand, gravel, crushed stone, crushed concrete or crushed blast-furnace slag passing 1, Be used solely for parking of vehicles, building access or storage. a 2-inch sieve shall be laced on the re ared su rade where the slab is below rade. &j 2. Exposure C. Open terrain with scattered obstructions having a height less than 30 feet extending more than 1500 feet. Exposure D extends downwind 8311.7 Stairways P P P b9 9 600 feet from the artiall obstructed area. Includes flat o en count and rassland. 2 Be provided with flood openings that meet the following criteria and are installed in accordance with Section R322.2.2.1: 0 p y P ry 9 R311.7.1 Width. Stairways shall be not less than 36 inches in clear width at all points above the permitted handrail height and below the required headroom - Exception: A base course is not required where the concrete slab h installed on well-drained or sand-grovel mixture soils classified as Group I � 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 tem in accordance with Table 8405.1. 3. Exposure 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 Ys Q is measured on the exterior of the enclosure walls. � feet from the unobstructed area. handrail is installed on one side of 27 inches where handrails are provided on both sides. 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 U) R 322.2.2.1 Installation of openings. The walls of enclosed areas shall have openings installed such that: the concrete floor slab and the base course or the re ared sub rade where no base course exists. The va r 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 Po q 9 f- fl 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. U 8301.3 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 8311.7.3 Vertical rise. A flight of stairs shall not have a vertical rise larder than 151 inches (12.58) between floor levels or landings. 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 food elevation, each area shall have openings. provisions, provided that story heights are not exceeded. An engineered design shall be provided for the wall or wall framing members where the limits of 8311.7.5.1 Risers. The riser height shall be not more than 8 1/4 per supplement. 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 Cha ter 6 are exceeded. Where the star hei ht limits of this section are exceeded, the desi n of the buildin , or the noncom liant onions thereof, to R311.7.5.2 Treads. The tread depth shall be not less than 9 inches per supplement. inmediately under each opening. Section 8602 Wood Wall Framing � p y g g g p p � 8602.3 Design and construction. Components of exterior walls shall be fastened in accordance with Tables 8602.3(1) through 8602.3(4). Wall sheathing � 8311.7.5.3 Nosings. A nosing projection not less than 3/4 inch and not more than 1 X inches shall be provided on stairways with solid risers. 3 Openings shall be permitted to be installed in doors and windows; doors and windows without installed openings do not meet the requirements of this 0 resist wind loads shall be in accordance; with the Building Code. s.ctian. shall be fastened direcuy to framing members and shall confirm to the requirements of Table 8602.3(3). O R311.7.8 Handrails shall be provided on not less than one side of each flight of stairs with four or more risers. R302.2 Townhouses. Common walls separating townhouses shall be assigned a fire-resistance rating in accordance 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 Cuastal high-hazard areas (including V Zones and Coastal A Zones, where designated) Elevation requirements. 0 wall shared by two townhouses shall be constructed without plumbing or mechanical equipment, ducts or vents in the cavity of the common wall. The wall Exceptions: 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 shall be rated for fire exposure 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 installations shall be in accordance with Chapters 34 through 43. Penetrations of the membrane of common walls far 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 floor elevation plus 1 foot or the design flood elevation, whichever is higher. TABLE R502.3() FASTENING SCHED accordance with Section R302.4. radius is not reater than 2 inches. Each tread shall have a de th of not less than inches at the walkline. All treads shall be identical, and the 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 9 P std Coastal A Zones shall be supported on pilings or columns. DISCRIPTION FASTENING (a,b,c,d) IYPE 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. 2. Where a fire sprinkler system in accordance with Section P2904 is rat provided, the common wall shall be not less than a 2-hour-resistance-rated wall R 311.8 Ramps. 1. BLOCKING BETWEEN JOP�? OR RAFTERS TO TOP PLATE THREE 8D COMMON. TOE NAIL Section 8325 Mezzanines 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 ,ATE THREE 8D.COMMON. TOE NAIL assembly tested in accordance with ASTM E 119, UL 263, or section 703.3 of the Building Code. 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 horizontal (8.3 percent slope). All other ramps shall have a maximum slop of 1 unit vertical in 8 units horizontal (12.5 percent). Exception: 3. CEILJNG JOISTS NOT ATTR �D TO RAFTER , R 325.3 A•ea 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 FACE NAIL Where it is technically infeasible to comply because of site constraints, ramps shall have a slope of not more than 1 unit vertical in 8 units OVER PARTITIONS r r- � n TABLE 8302.1(1) ttey are located. The enclosed portion of a room shall not be included in a determination of the floor area of the room in which the mezzanine is EXTERIOR WALLS horizontal (12.5 percent). Lu Iccated. 4. CEILING JOIST TO PARALLEL RAFTERS + LAPS TABLE 8802.5.1(9) FACE NAIL ¢ N N N ri ti MINIMUM MINIMUM FIRE R 312.1 Guardrails: Porches, balconies, and stair landings 30' above floor or grade to be installed with 36' high railings, balusters not to allow passage of a �i R 325.4 Means of egress. The means of egress for mezzanines shall comply with the applicable provisions of Section R311. O a �i ri r� co EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE sphere 4 inches or more in diameter. 5. COLLAR TIE TO RAFTERS THREE tOD EACH FACE NAIL R 325.5 C�enness. 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 FIRE-RESISTANCE RATED 1 HOUR 0 feet 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 posts. 6. RAFTER OR ROOF TRUSS TO PLATE THREE 10D COMMON 2 ON SIDE + 1 ON OTHER TOE NAIL 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 Ecce tions: NOT FIRE-RESISTANCE RATED o HouRs >_5 feet P 7. ROOF RAFTERS TO RIDGE VALLEY OR HIP THREE 10D COMMON. TOE NAIL of the following: RAFTERS PROJECTIONS FIRE-RESISTANCE RATED 1 HOUR ON THE UNDERSIDE >_2 feet to <5 feet 1, Mezzanines or portions thereof are not required to be open to the room in which they are located, provided that the aggregate floor area of the TWO 16D COMMON. END 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 enclosed s ace is not reater than 10 ercent of the mezzanine area. TABLE R302.1(2) osition. P 9 P 8. STUD TO STUD NO AT BWP P ( ) 16D COMMON AT 24"O.C. FACE NAIL EXTERIOR WALLS- DWELLINGS WITH FIRE SPRINKLERS 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F 2090. 2 In buildings that are not more than two stories above grade plane and equipped throughout with an automatic sprinkler system in accordance with 9, STUD TO STUD AT BRACED WALL PANEL Section R313, a mezzanine shall not be required to be open to the room in which the mezzanine is located. ( ) 16D COMMON AT 16"O.C. FACE NAIL C0 MINIMUM MINIMUM FIRE 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. 10. BUILT UP HEADER, TWO PIECES 16D COMMON AT 16"O.C. ALONG EACH EDGE FACE NAIL Z z EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE R312.2.2 Window o enin and control devices. Window o enin control devices shall com I with ASTM F 2090. The window o enin control device, after R401.4.1 Ir lieu of a coin lete eotechnical evaluation footin s shall be laced on rock, sand ravel and or ravel sand silty sand, clayey sand, silty gravel or cn a a. P 9 P 9 PY P 9 P 9 9 P 9 / 9 11. CONTINUOUS HEADER TO STUD FOUR 8D COMMON. TOE NAIL Z a_ WALLS 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 dayey 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 z z z O z z N N NOT FIRE-RESISTANCE RATED o HouRs 3 feet the area required by Section R310.2.1. any inorganic material or fill. 12. TOP PLATES TO TOP PLATE 16D COMMON 0 16"0/C FACE NAIL O O_ O 1= O O_ Z H w ' 13. DOUBLE TOP PLATES SPLICE 8-16D COMMON ¢ g Q c~n TABLE R402.2 Concrete: A 28 day minimum compressive strength (f c) is required at the following locations: FACE NAIL > 5 55 a Section R313 Automatic Fire S rinkler S stems ON EACH SIDE OF END JOINT 24'MIN LAP SPICE � � � � Cu Z - a 3 R302.2.3 Continuity. The fire-resistance-rated wall or assembly separating •townhouses shall be continuous from the foundation to the underside of the roof sheathing, P Y 2. Basement walls exposed to weather. 3000 psi plus 5 to 7% air entrainment ( W W W Lu ar R a& 05 U deck or slab. The fire-resistance rating shall extend the full length of the wall or assembly, including wall extensions 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 3. Porch slabs, steps, and garage slabs: 4000 psi plus 5 to 7% air entrainment LENGTH EACH SIDE OF END JOINT) automatic sprinkler system. 0 assessor structures. R 403.1.4.1 Frost protection: Bottom of all footings to be at least 36" below grade. 14. BOTTOM PLATE TO JOIST OR BLOCKING (NOT AT BWP) 16D AT 16 O.C. FACE NAIL 8302.2.4 Para ets 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 0 P or NEPA 13D. 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_ 1. The parapet shall extend not less then 30 inches above the roof surfaces. R 403.1.3.6 Isolated concrete footings. In detached one and two family dwellings that are three stories or less in height and constructed with stud bearing walls, 16. TOP OR BOTtOM PLATE TO STUD C Exce tion: A ora et is not re uired in the recedin two cases where the roof coverin coin lied with a minimum Class C ratin as tested in accordance with R313.2 One and two family dwellings automatic fire systems. One and two family dwellings having a height of three stories above grade shall be equipped TWO 16D COMMON. END NAIL P P P q P 9 9 P 9 throw bout with an automatic s rinkler s stem. isolated plain concrete footings supporting columns or pedestals are permitted. ASTM E 108 or UL 790 and the roof decking or sheathing is of noncombustible materials or approved fire-retardant-treated wood for a distance of 4 feet on 9 P Y FOUR 8D COMMON. TOE NAIL `- 8313.2.1 Desi n and installation. Automatic residential fires rinkler ems shall be desi ned and installed in accordance with Section P2904 or NFPA 13D. R 403.1.6 FDundation Anchorage: Wood sole plates at exterior walls on slabs and all wood foundation wall sill plates shall be anchored with Y2 inch diameter 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 9 anchor 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) ledgers 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 the 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 21. JOIST TO SILL, TOP PLATE, OR GIRDER THREE 8D COMMON. TOE NAIL walls and any openings or penetrations in the roof are not within 4 feet of the common walls. Balconies and decks. Sprinkler protection shall be provided for exterior balconies, decks and ground floor patios of dwelling units where the 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. H 3. A parapet is not required where roof surfaces adjacent to the wall or walls are at 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 22. RIM JOIST OR F'OCKING TO SILL OR TOP PLATE 8D COMMON 0 6"0/C TOE NAIL Z w 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 W L ' 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 2 L 0 R302.2.6 Structural independence. Each individual townhouse shall be structurally independent. O TABLE 8404.1.2(1) 31. WOOD STRUCTURAL PANELS: SUBFLOOR, 6D COMMON (WALL) 6" o/c at edges and O m Exceptions: Section 8314 Smoke Alarms Minimum Horizontal Reinforcement for Concrete Basement Walls 8D COMMON (ROOF) 12"o/c at interior W w ROOF, AND WALL SHEATHING TO FRAMING W o 1. Foundations supporting exterior walls or common walls. R314.1 General. Smoke alarms shall comply with NFPA 72 and Section R314. Y MAaMUM UNSUPPORTED 8D COMMON (SUBFLOOR) supports (see note f) 5. Townhouses separated by a common wall as provided in Section 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 HEGHT OF BASEMENT LOCATION OF HORIZONTAL REINFORCEMENT W W I.W.. R302.3 Two-family dwellings. Dwelling units in two-family dwellings shall be separated from each other by wall and floor assemblies having not less than a 1-hour with UL 2034. WA-L (FEET) a. All nails are smooth-common, box or deformed shanks except where otherwise stated. Nails used for framiing and sheathing 0 fire-resistance ratin where tested in accordance with ASTM E 119 or UL 263 or section 703.3 of the Buildin Code. Fire-resistance-rated floor ceilin and R314.3 Location. Smoke alarms shall be installed in the followin locations. connections shall have minimum averse bendin ield strep the as follows• 80 ksi for shank diameter of 0.192" 20d common nail Z U g 9 / 9 9 58 ONE N0. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY 9 9 Y 9 ( )� O 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. AND ONE NO. 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 0.142" or less. 4 sheathing. 2. Outside each separate sleeping area in the immediate vicinity of the bedrooms. ONE NO. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY d. 4-foot-by-8 foot or 4 foot by 9 foot panels shall be applied vertically CTI F 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 7. 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. 0 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 �T � 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 Opening 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-silencin switch shall not be installed less than 10 feet (3048 mm) horizontally from a permanently installed MINIMUM VERTICAL REINFORCEMENT BAR R602.3 5 2x4 wall studs at 1G inches on center with a maximum hei ht of 10 feet shall su ort a maximum of one floor lus roof ceilin assembl x W � 9 SIZE AND SPACING INCHES ( ) 9 PP P / 9 Y 2 6 CD from garage into habitable space: 45 min. fire rated with self - closing device or automatic - closing device. cooking appliance. ( ) wall studs at 16 inches on center with a maximum height of 10 feet shall support a maximum of two floor plus roof/ceiling assembly. Exceptions: F R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum MAXIMUM UNSUPPORTED MAXIMUM UNBALANCED DESIGN LATERAL SOIL PRESSURE of 3. Photoelectric smoke alarms shall not be installed less than 6 feet (1828 mm) horizontally from a permanently installed cooking appliance. Where designed by in accordance with accepted engineering practice or where the ultimate design wind speed is less than or equal to 130 mph, C9 m No. 26 a e sheet steel or other a raved material and shall not have o enin s into the aro e. WALL HEIGHT BACKFILL HEIGHT 45 PSF PER FOOT OF DEPTH Z 9 9 PP P 9 9 9 2X6 2 grade studs supporting a roof load with not more than 6 feet of tributary length shall have a maximum wall) height of 18 feet when W 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) Do not backfill with any soil containing silt or day. 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. s aced at 16 inches on center and 20 feet where s aced at 12 inches on center. Section 8314.3, 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) P P Z Q 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 g I v individual dwelling unit. 8 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 )intersections with bearing 0 p p perpendicular to the adjacent dwelling unit wall. TABLE 8302.6 Garage walls: 5/8 inch type X gypsurl board on garage side, 1/2 inch type X gypsum board on opposite wall side at habitable areas. Garage ceiling: 5/8 8 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 - .............................. than 2 inches nominal thickness and have a width not less than the width of the studs. Section R315 Carbon Monoxide Alarms 9 8 5 ® 41 NR NR W type X gypsum board 8602.6 Drillin and notchin of dimensional lumber to conform to sections 8602.6, 8602.6.1, and fi ure 8602.6 1 . Natchin & bored hole limitations for 0 c,`CERE' 8302.9 Flame Spread & Smoke Density Index. 8309.2.1: Wall & ceiling finishes shall have a flame spread classification of not greater than 200. R30.9.2: Wall & Ceiling 8315.1 General. Carbon monoxide alarms shall be rovided in accordance with section 915 of the Fire Code of NYS. 9 9 9 ( ) 9 P 10 9 6 O 41 5 m 22 NR exterior walls and bearing walls, figure R602.6(2) Notching and bored hole limitations for interior non bearing walls & figure R602.6.1 top plate U-//. : \ ROHE1� � 10 finishes shall have a smoke developed index of not greater than 450. Tested in accordance with ASTM E84 or UL 723. I 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 h� �� ,•�� y��,ice R302.11 Fire blocking shall be provided in wood-framed construction in the following locations: NR d°notes no reinforcing required. each side. Follow manufacturers specifications for engineered products. (figure R602.6.1) Q : � �r G 1. In concealed spaces of stud walls ared partitions, including furred spaces and parallel rows of studs or staggered studs, as follows: Locate vertical bars IV clear from inside face of walls. The center of bars shall not vary from this by more than Y8 inch. �, z n Ir j 4,,. 1.1 Vertically at the ceiling and floor levels. I W ® -I 1.2 Horizontally at intervals not exceeding 10 feet. 2. At interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. i - ` .` 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. ' �} ... 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 , ❑ -O X23 i ��` products of combustion. The material tiling this annular space shall not be required to meet the ASTM E 136 requirements. O N 5. For the fire blocking of chimneys and fireplaces, see Section R1003.19. 6. Fire blocking of cornices of a two-family dwelling is required at the line of dwelling unit separation. BER R302.11.1 Fireblocking materials. Except as provided in Section R302.1, Item 4, fireblocking shall consist of the following materials. 1. Two-inch nominal lumber. w 16023 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. T T�TT� _ �T NIT 3 /� � SHEET NUMBER 4. One thickness of 3/4 inch particleboard with joints backed by 3/4 inch particleboard. v 1 V 1 U (.14 a 5. One half inch gypsum board. ' Z 6. One quarter inch cement based mil r gla. (M O D EL B 1 15 ) (M O D EL B 2 ) 7. Batts or blankets of mineral wool or glass fiber or other approwed materials installed in such a manner as to be securely retained in place. W 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED TABLE R602.3(3) TRUSS IDENTIFICATION SIGN U Requirements for Wood Structural Panel Wall Sheathing Used to Resist Wind Pressures (a,b,c) 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 P2607.2 Pipes penetrating exterior walls. Where a pipe penetrates an exterior wall, waterproof seal shall be made on the exterior of the wall by one of the following PART 1265. RESIDENTIAL STRUCTURES WITH TRUSS Z C 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: i TYPE CONSTRUCTION, PRE-ENGINEERED WOOD W 1� MINIMUM NAIL ULTIMATE DESIGN 1. A waterproof sealant applied at the joint between I the wall and the pipe. CONSTRUCTION AND/OR TIMBER CONSTRUCTION 2 8 PANEL NAIL WIND SPEED V ult The protective covering shall cover the exposed exterior insulation and extend not less than 6 inches (153 mm) below grade. P PP� 1 � P P SPACING (mph) N1101.14 (R401.3) Certificate (Mandatory). A permanent certificate shall be completed by the builder or other approved party and posted on a wall in the where the 2. A flashing of an approved elastomeric material. ''I 6' DIA. U a MINIMUM MINIMUM MAXIMUM WALL REFLECTIVE RED WOOD NOMINAL PANEL STUD SPACING 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 O `�'"J SIZE PENETRATION STRUCTURAL THICKNESS (INCHES) WIND EXPOSURE TABLE N 1102.1.2 (R402.1.2) damage, the tank shall be installed in a pan constructed of one of the following: PANTONE (PMS) #187N 0 V ani (INCHES) PANEL SPAN (INCHES) EDGES FIELD CATEGORY 1. Galvanized steel or aluminum of not less than 0.0236 inch (0.6010 mm) in thickness. Z t RATING (INCHES O.C.) (INCHES O.C.) Insulation and fenestration Requirements by Component O r'I 1 � e C D 2. Plastic not less than 0.36 inch (0.9 mm) in thickness. W ` co CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENT SLAB CRAWL L-- 0 v _ ZONE n U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE & SPACE 3. Other approved materials. r. ` 8d 1.75 24 16 7 16 16 6 12 170 140 135 U ■ (> an COMMON / /_F I U-FACTOR SHGC R-VALUE R-VALUE R-VALUE DEPTH WALL A plastic pan installed beneath a gas-fired water heater shall be constructed of material having a flame spread index of 25 or less and a smoke developed EFIJ CTIVE R602.3.5 Braced wall panel uplift load path. Braced wall panels located at exterior walls that support roof rafters or trusses (including stories below top R-VALUE index of 450 or less when tested in accordance with ASTM E84 or UL723. N 4 EXCEPT 0.32 0.55 0.40 49 20 OR 13+5h 8/13 19 10/1 3 10,2 ft 10/13 . RM WHITE � - �N . story) shall have the wall sheathing and fasteners designed to resist combined uplift and shear forces in accordance with accepted engineering MARINE / / (n = in 2 Z - practice. Section T101 Scope 1 4' Z ` Iv to A rn N1102.2.2 R402.2.2 Ceilings without attics aces. 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. 1 2' / O a o� ( ) 9 P q 9 / 9 Y / U Q w co 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 o N `} For rafters at 16"o/c in 130mph wind speed. Roof pitch > 5/12 Exposure B 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 ❑ = M Solar-Read Zone. A section or sections of the roof or building overhang designated and reserved for e Span (ft) 12 18 24 28 32 36 42 48 N1102.1.2 shall be limited to 500 sf (46 ms) or 20 percent of the total insulated ceiling area, whichever is less. y g g g the future installation of a solar SIGNS IDFNT►FYING THE ElI1STANCE of TRUSS CONSTRUCTION SHALL CONSISTS OF A CIRCLE 6 IN U V 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 SHALL BE 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. weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. COLOR THE CIRCLE AND CONTENTS SHALL BE REFLECTIVE RED of 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 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. SI:C110N 1265.4.SIGN OR SYMBOL and shall penetrate the wood not less than 5/8 inch. N1102.2.8 R402.2.8 Floors. Floor framin -cavi insulation shall be installed to maintain permanent contact with the underside of the subfloor decking. T103.3 Solar-read zone area. The total solar-res zone area shall be not less than 300 square feet 27.87 m2 exclusive of mandato access or set back THE SIGN OR SYMBOL REQUIRED BY INS PART SHALL BY AFFIXED TO THE ELECTRICAL BOX ATTACHED R702.4 Ceramic Tile. ( ) 9 ty P 9 y q ( ) mandatory TO THE EXTERIOR OF THE RESIDENTIAL STRUCTURE: PROVIDED,HOWEVER,1HAT. IS AFFIXING THE SIGN OR N1102.2.9 (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) areas as required by the International Fire Code. New multiple single-family dwelling (townhouses) three stories or less in height above grade plane and with SYMBOL TO 40 R702.4.2 Backer boards. Materials used as backers for wall the in tub and shower areas and wall panels in shower area shall be of materials listed in Table R702.4.2, below rade or to the basement floor, 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 m2 per dwelling shall have asolar-read zone area of not less than 150 square feet THE ELECTRICAL BOX WOULD OBSCURE ANY METER ON THE ELECTRIC BOX,OR IF THE UTILITY 9 q q q ( ) P 9 Y q PROVIDING ELECTRICAL SERVICE TO THE RESIDENTIAL STRUCTURE DOES NOT ALLOW THE SIGN OR SYMBOL 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 m2) exclusive TO BE AFFIXED TO THE ELECTRICAL BOX,THE SIGN OR SYMBOL SHALL BE AFFIXED TO THE EXTERIOR TABLE R702.4.2 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 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 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. OF OCCUPANCY OR A CERTIFICATE OF COMPLIANCE O TABLE N1102.4.1.1 R402.4.1.1 T103.9 Electrical service reserved space. The electrical service panel shall have a reserved space to allow installation of a dual pole circuit breaker for future solar WOOD ROOF TRUSS SPECIFICATIONS: U MATERIAL STANDARD ( ) GLASS MAT GYPSUM BACKING PANEL 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. FIBER REINFORCED GYPSUM PANELS ASTM C 1278 location or main circuit location. W 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. NONASBESTOS FIBER MAT REINFORCED CEMENTMOUS BACKER UNITS ASTM C 1325 THE EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINUOUS AIR BARRIER. NQIE; 5/8 INCH THICK ROOF SHEATHING IS TO BE USED, WHEN ROOF TRUSSES ARE SPECIFIED AS THE ROOF FRAMING MEMBERS. 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 O 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 (EQUATION ATION () 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. D + L ( QUl10N 16-9) w SIZE OF STEEL ANGLE NO STORY ONE STORY Two STORIES BE SEALED. E 3902.14 Location of GFCI outlets. All GFCI outlets must be placed in readily accessible locations. D + S (EQUATION 16-10) O o,c (inches) ABOVE ABOVE ABOVE WALLS THE JUNCTION OF THE FOUNDATION AND THE SILL PLATE SHALL BE SEALED. D + .6W (EQUATION 16-12) I 8'-0" 4'-8' 3'-0' THE JUNCTION OF THE TOP PLATE AND THE TOP OF THE EXTERIOR WALLS SHALL BE SEALED. D + 0.75 (.6W) + 0.75 S (EQUATION 16-13)KNEE WALLS SHALL BE SEALED. � J L4x3x1/4 8'-0" O LM 5'-0' 4'-6' WINDOWS. SKYLIGHTS AND THE SPACE BETWEEN WINDOW/ DOOR JAMBS AND FRAMING, AND SKYLIGHTS AND FRAMING SHALL BE 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 1.5x3.54/16 10'-0" 8'-0' 6'-0" DOORS SEALED. DESIGN LOADS: ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND SPEED (101 MPH BASIC DESIGN WIND SPEED) IN EXPOSURE CATEGORY B. 1:1ROOF TRUSSES SHALL BE 3.5x1/4 14'-0' g'-6' 7'-0' RIM JOISTS RIM JOIST ;J4 r-iiiiiiiiil LL& S SHALL INCLUDE THE AIR BARRIER TABLE R301.7 IGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: FLOORS (INCLUDING ABOVE THE AIR BARRIER SHALL BE INSTALLED IN ANY EXPOSED EDGE OF INSULATION 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, a. Long leg of the angle shall be placed in a vertical position. GARAGE AND CANTILEVERED THE FOLLOWING LIVE LOADS: ALLOWABLE BOLL=IOPSF, AND BCDL = 10 PSF. PROVIDE ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE NOTED ON PIAN TO SUPPORT PHOTOVOLTAIC CELLS. FLOORS) ROOF: STRUCTURAL MEMBER DEFLECTION c. Minimum bearing to be 6". GROUND SNOW LOAD 20PSF FROM FIGURE SHAFTS, PENETRATIONS DUCTS SHAFTS, UTILITY PENTRATIONS, AND FLUE SHAFT OPENING TO EXTERIOR OR UNCONDITIONED R301.2(6) TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75'. SPACE SHALL BE SEALED. MINIMUM DISTRIBUTED LIVE LOAD PER TABLE R301.5 Rafters having slopes greater than L/180 �;II"""""`1I R703.12 Adhered masonry veneer installation. 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 SHALL 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: P.-.11. 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 to rafters 1. DEPTH, SLOPE (IF ANY), SPAN, AND SPACING. O 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 OF ALL JOINTS. vertical attachment flange of 3 M 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. w EXTERI012 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. I Floors and ceilings w/ brittle finish L/360 4.2• TOP CHORD DEAD LOAD. F- 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 4.3. BOTTOM CHORD LIVE LOAD. W consist of not fewer than three 2 inch by 6 inch wood members for wood construction. A wood member abutting the vertical wall stud construction shall be ION EXTERIOR WALLS BOXES SHALL BE INSTALLED. HABITABLE ATTIC W FIXED STAIRS: 30 PSF All other structural members L/240 4.4. BOTTOM CHORD DEAD LOAD. II 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 be Exterior walls with plaster or stucco finish L/180 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. 0 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 ULTIMATE DESIGN WIND SPEED: 130 MPH FROM FIGURE R301.2(4)A 4.6. CONTROLLING WIND LOADS. m 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 EXPOSURE CATEGORY: B FROM R301.2.1.4 - r v shall be 12 feet 8 inches, with max 7:12 roof pitch. See figures R03.8.2.1 & R703.8.2.2. Exterior wOIIS With brittle finishes L/180 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. 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 and extending 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 SEISMIC DESIGN CATEGORY: B FROM FIGURE 301.2.2 (exempt 6. EACH REACTION FORCE AND DIRECTION. ❑ P4 in accordance with ASTM E 283 at a 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 L/180 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY Q into the veneer a minimum 1-1/2 inches, with not less than 5f8 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 ) Lintels supporting mason 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. C402.4 (R402.4.6)Tenant Separation Walls (Mandatory). Fire Separations between dwelling units in two-family dwellings and multiple single-family dwellings PP g I'Y / (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 REQUIREMENT'S FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. 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, SP, SM, SC, 10, DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. r , including structural floors, shelf angles and lintels where masonry veneers are designed in accordance with section R703.8. GM, and GC. 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. v R703.8.6 Weepholes shall be provided in the outside wythe of masonry walls at a maximum spacing of 33 inches on center. Weepholes shall not be less than 3/16 Section N1103 (R403) 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. � r , inch in diameter. Weepholes shall be (located immediately above the flashing. Systems NOTE: Soils with clay or clay and silt will require a redesign E_- r1 R703.14.2 Fire Separation. Polypropylene sidin shall not be installed on wolfs 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. of building footings. WOOD FLOOR TRUSS SPECIFICATIONS:BED Q pg p ( ) WOOD FLOOR TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SEC110N 1605.3 OF THE BUILDING CODE. � 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 � r 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 A B B R EV I AT I 0 N S 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: R801.3 Roof drainage in areas where expansive 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) ll Z Q./ A.B. APICHOR 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. initially be programmed by 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 FLANGE ( ) R802.1.5.4 Lobelin each piece of Fire-retardant treated lumber and wood structural panels shall be labeled per section 802.1.1. than 78T (26'C). A.F.F. ABOVE FINISH FLOOR DTL DETAIL LT. LIGHT R.O. ROUGH OPENING 9 P P P ADJ. ADJACENT/ADJUSTABLE EA EACH LVR R D = DEAD LOAD, L = LIVE LOAD, Z) R802.4.2 Framing details. Rafters 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 LOUVER RISER U E.J. EXPANSION JOINT L.T. LAUNDRY TUB RND ROUND with a collar tie. 802.3 Ride 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. FLOOR TRUSSES SHALL = DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: O Ridge ( ) p ALUM. ALUMINUM ELEC. ELECTRICAL TOLL = 40 PSF, TCDL = 10 TSF, AND BCDL = 5 PSF valleys and hips there shall be a valley or hip 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. INCH. ANCHOR Mme• MASONRY S.C. SAWCUT P Y PP 9 Y 9 Pa 9 carry P 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 EQ. ELEVATION Hi and vane rafters shall be supported at the ridge b a brace to a bearing rtition or be designed to car and distribute the specific load at that MAT. MATERIAL SCHEM. SCHEMATIC P P ( P slope), PP 9 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 EQ' EQUALRUSSES SHALL HAVE A MAXIMUM LIVE LOAD DEF1J CTION OF L 480 AND A TOTAL LOAD DEFLECTION OF THE LESSER OF 360 OR .75 point. Where the roof itch is less than three units vertical in 12 units horizontal 25 percent sloe structural members that support rafters and ceiling MAX.MAXMAXIMUM SHLF SHELF / L/ joists, such as ride beams, his and valleys, shall be designed as beams. ® AT EQUIP EQUIPMENT MDO MEDIUM DENSITY OVERLAY SHT. SHEET j 9 P Ys. 9 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 TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL INCLUDE THE 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 completely inside the building thermal envelope. EXT. EXTERIOR MECH. MECHANICAL SIM. SIMILAR FOLLOWING INFORMATION: accepted engineering practices. 1 BD. BOARD MIN. MINIMUM S.S. STAINLESS STEEL 1. DEPTH, SPAN, AND SPACING. N1 03.3.2 (R403.3.2) Sealing (Mandatory). Ducts, air handlers and filter boxes shall be sealed. Joints and seams shall comply with section M1601.4.1. EE. EACH END R802.7.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural glue-laminated members, cross-laminated BLDG. BUILDING SIL. STEEL 2. LOCATION OF ALL JOINTS. timber members or I-joists are prohibited except where permitted by the manufacturers recommendations or where the effects of such alterations are Exceptions: BM BSM M.D. MASONRY OPENING STRUCT. STRUCTURAL 3. REQUIRED BEARING WIDTHS. 1. Air-impermeable spray foam products shall be permitted to be applied without additional joint seals. BTM BOTTOM F/C MTL• METAL SUSPENSION 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD, specifically considered. FLOOR COVERING CHANGE SUSP. 9 j 9 P 9 PP Y y 2. For ducts having static pressure classification of less than 2 inches of water column 500 Pa additional closures terns shall not be required for BLKG. BUCKING F.D. FLOOR DRAIN SGD SLIDING GLASS DOOR 4.2. TOP CHORD DEAD 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 supported lateral) b solid 9 P ( )• Ys q N.I.C. NOT IN CONTRACT 4.3. BOTTOM CHORD LIVE LOAD. blocking, diagonal bridging wood or metal or a continuous 1 inch b 3 inch wood stripnailed across the rafter or ceiling joists at intervals not exceedingcontinuously welded joints and seams, and locking-type joints and seams of other than the snap-lock and button-lock types. BRG. BE4RING FDN. FOUNDATION NTS 9 9 9 9 ( ) Y 9 FIR. (NTS) NOT TO SCALE SQ. SQUARE 4.4. BOTTOM CHORD DEAD LOAD. - - - r- r- 7 C4 00 NI103.3.3 R403.3.3 Duct testing Mandato Ducts shall be pressure tested to determine air leakage. BRK BRICK FLOOR 8 feet. ( ) 9 ( ry)• P 9 • TB TOWEL BAR 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. r- •- N BSMT BASEMENT FP FIREPLACE ¢ N ry ry ri ti `r° ai R802.9 Trimmer joist: single header and trimmer for openings up to 4'-0' and doubled over 4'-0" unless 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 105T (41'C) or below 55'F (1YC) shall LINE 11 O.C. ON CENTER T & G TONGUE AND GROVE 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. o a a ri M ai joist spans of 6'-0' and greater. CENTER F.R. FIRE RATED 6. EACH REACTION FORCE AND DIRECTION. j P g 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 OPER. OPERATOR TGS TOP OF GRADE SLAB C.M.U. CONCRETE MASONRY UNIT FIRM FRAME 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 OPNG TFW TOP OF FOUNDATION WALL 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G.,. U SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY 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 9 C.J. CONTROL JOINT FT. FOOT FEET OPENING �.pI�L LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. than a 1 inch space shall be rovided between the insulation and the roof sheathing and at the location of the vent. or other approved heating and cooling calculation methodologies. / TYP p p g COL COLUMN OPT. OPTIONAL 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. N1103.6 R403.6 Mechanical ventilation Mandato The building shall be rovided with ventilation that meets the requirements of the 2015 International Mechanical FTG FOOTING T TREAD ( ) (Mandatory) 9 P q CONC. CONCRETE O.S.B. ORIENTED STRAND BOARD TR 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 OZ. OUNCE TRPL TRIPLE 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. 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 GLV GALVANIZED 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 1/R ONE ROD 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. inches (762 mm) or greater over an area of not less than 30 square feet (2.8rm). 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 0) framingmembers to the underside of the roof framing members. Section N1104 (R404) Electrical Power and Lighting Systems CTSK. COUNTERSUNK GEN. GENERAL PC , Z co z 9 GYP'. GYPSUM POURED CONCRETE VERTICAL DRAFFSTOPPING: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR-CEILING ASSEMBLY, DRAFTSTOPS SHALL BE The rough-framed opening shall be not less than 22 inches by 30 inches (559 mm by 762 mm) and shall be located in a hallway or other readily N1104.1 (R404.1) Lighting and equipment (Mandatory). Not less than 90 percent of the permanently installed lighting fixtures shall contain only C.O. CASED OPENING PBD. PARTICLE BOARD VERT' INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DRAFrSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. z a a 9 P 9 CANT. CANTILEVER C.L. GLUE LAM V.I.F. VERIFY IN FIELD WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRARSTOPPING SHALL BE PROVIDED IN FLODR'-CEIUNG ASSEMBLIES UNDER THE Z Z Z O z Z N accessible location. Where located in a wall, the opening shall be not less than 22 inches wide by 30 inches high (559 mm wide by 762 mm high). high-efficacy lamps. PL. PLATE z w C.T. CERAMIC TILE HOT. HEIGHT W WASHER FOLLOWING CIRCUMSTANCES: O o O 1= O O w Where the access is located in a ceiling, minimum unobstructed head-room in the attic space shall be 30 inches (762 mm) at some point above the HDWR. HARDWARE I PNL. PANEL V5 ¢ 9 2 g (- access measured vertical) from the bottom of ceiling framing members. See Section M1305.1.3 for access requirements where mechanical equipment is CIG. CEILING PWD. PLYWOOD W/ WITH FLOOR FRAMING LS CONSTRUCTED OF TRUSS-TYPE OPEN-WEB OR PERFORATED MEMBERS. 5 5 5 w 5 0_ ¢ � Y 9 9 qSection M1305 Appliance Access C.M. CROWN MOULD HORZ. HORIZONTAL,HORIZONTALLY WD. WOOD MATERIALS: DRAFTSTOPPING MATERIAL SHALL BE NOT LESS THAN 1/2 INCH GYPSUM BOARD, 3/8 INCH WOOD STRUCTURAL PANELS. Cu w Lu w a J 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 W W 0= w W O: a6 05 U removing permanent construction, other appliances, or any other piping or ducts not connected to the appliance being inspected, serviced, repaired or HR. HOUR PR. PAIR WO OR W/O WALKOUT Section R902 Fre 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 p DRYER HDR. HEADER IPROJ. PROJECT / PROJECTED WNDW WINDOW TYPICAL ROOF & FLOOR TRUSS NOTES: o R 902.1 Roofing covering materials. Roof sha'I 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. PENNY HB HOSE BIB PSI POUNDS PER SQ. IN. c� DBL. DOUBLE PSF POUNDS PER SQ.FT. jurisdictions designated by law as requiring their use or where the edge of the roof is less 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 I.D. INSIDE DIAMETER s S 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 Ion measured DIA. DIAMETER P.T. PRESSURE TREATED TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND MANUFACTURE OF METAL-PLATE-CONNECTED WOOD TRUSSES SHALL N 9 q y 9 PP ( ) 9 ( ) ( ) 9 DTR. DIRECTION 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. R 902.4 Rooftop mounted 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. INSUL. INSULATION QUAD. QUADRUPLE • TRUSSES SHALL BE FABRICATED IN ACCORDANCE HE USS OP identified with a fire classification in accordance with UL 2703. Class A, B or C photovoltaic panel system shall be installed in jurisdictions designated b law DN DOWN WITH T TR SH DRAWINGS FROM ACCURATELY CUT WOOD MEMBERS CLAMPED IN RIGID FIXTURES DURING ASSEMBLY TO P P Ys 1 9 Y 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 FilT1NG JOINTS. 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. c I.S. INSIDE CORNER REF. REFER TO REFERENCE I TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND e f the f intersects a wall to prevent water intrusion into the wall assembly. , DW DISH WASHER RMS. ROOMS H R 903.2.1 Exposed wall flashing required to have akick-out where the eaw� o roof p Y " 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 pyVG, DR4WING �• JOINT I REINF. REINFORCING,REINFORCED METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN DESIGNED AND INSTALLED TO PREVENT ROTATION AND PROVIDE R 905.1.2 An ice barrier water shield shall be installed per manufacturers specifications, to maintain product warranty. Ca down front of fascia, min 4 5 feet for each 90 degree bend. Install booster fan for additional lengths. Clothes dryer exhausts tem shall comply with code section M1502 listed and LATERAL STABILITY IN ACCORDANCE WITH ACCEPTED INDUSTRY PRACTICE SUCH AS THE SBCA BUILDING COMPONENT SAFELY INFORMATION BCS( GUIDE TO GOOD PRACTICE FOR Z / P P P tY• nY 9 9 ry Ys PY KSI KIPS PER SQUARE INCH ( ) W (,...� 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 UL2158& Exhaust duct size shall comply with code section M1506. HANDLING, INSTALLING & BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. 2 L U 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. LL CD 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 s THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY BRACING HAS O O m inches 38 mm from the framing member face to which wall, ceiling or floor membranes will be attached, the pipe shall be protected b shield plates that BEEN DESIGNED AND INSTALLED FOR THE INSTILLATION OF THE TRUSSES. W a R 905.2.2 Slope. Asphalt shingles shall be used only on roof slopes of two units vertical in 12 units horizontal (2:12) or greater. For roof ( ) 9 9 P P P Y P W 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 underlayment application is required in accordance with Section R905.1.1. framing member that the piping passes through is a bottom plate, bottom track, top plate or top track, the shield plates shall cover the framing member W = Q and extend not less than 4 inches 51 mm above the bottom framing member and not less than 4 inches 51 mm below the to framing member. GRAPH 1C SYMBOLS WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: I� U o R 905.2.5 Fasteners. Fasteners for asphalt shingles shall be galvanized steel, stainless steel, aluminum or copper roofing nails, minimum 12 ( ) 9 ( ) P 9 Z gage [0.105 inch (3 mm)] shank with a minimum 3/8 inch diameter (9.5 mm) head, complying with ASTM F 1667, of a length to 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 i - All general notes unless otherwise noted on plans or product specifications. penetrate through the roofing materials and not less than % inch 19.1 mm into the roof sheathing. Where the roof sheathing is 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. p 9 g ( ) g g STRUCTURAL CALC. REFERENCE (J) 4 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 �(�( I ® - In areas where the drawings do not address methodology, the contractor shall be bound to perform strict 9 W u 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 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. Q W inches 102 mm in height anal 4 inches 102 mm in width and shall direct water awayfrom the vertical sidewall onto the roof level. XX c f - General contractors and subcontractors to review these construction documents upon receipt from architect ( ) 9 ( ) 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 an air opening FLOOR FINISH CI-TINGE p p ❑ 7 or into the gutter. Where siding is provided on the vertical sidewall onto the roof or into the gutter. Where siding is provided on PP• P P Y P 9 `` and report any and all discrepancies including any dimensional conflicts, immediately to architect for r`-'� the vertical side wall, the vertical le of the flashing shall be continuous under the siding. Where anchored mason veneer is 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 I r T 9 9 9 masonry corrective measures prior to construction. F+y provided on the vertical sidewall, the base flashing shall be provided in accordance with this section and counterflashin shall be termination clearance. x P 9 P 9 # DOOR � HARDWARE TYPE - DO NOT SCALE DRAWINGS. DIMENSIONS SHALL BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. LLT U provided in accordance with Section R703.7.2.2. 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 XX XX i IX R 905.2.8.5 Dri edge. A drip edge shall be provided at eaves and rake edges of shingle roofs. Adjacent segments of drip edge shall be the building. - - - - The general notes and typico, details apply throughout the job unless otherwise noted or shown. c7 P 9 P 9 P 9 9 1 9 P g BUILDING SECTION - DISCREPANCIES: The contractor shall compare and coordinate all drawings; when in the opinion of the F- } overlapped not less than 2 inches (51 mm). Drip edges shall extend not less than % inch (6.4 mm) below the roof sheathing )O( )O( P 9 ' P O m and extend up back onto the roof deck not less than 2 inches (51 mm). Drip edges shall be mechanically fastened to the roof Section G2439 (614) Clothes Dryer Exhaust # PARTITION TYPE contractor, a discrepancy exists, the contractor shall promptly report it to the architect for proper z adjustment before proceeding with the work. � w 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 manufacturer's instructions. Dryer exhaust systems shall be independent of all Z v 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. - OMISSIONS: In the even certain feature of the construction are not fully shown on the drawings, their O a to ca construction shall be of the same 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 character as for similar conditions that are shown or noted elsewhere on C0 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 lx5 R 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 O , �pBERT ,S, than 3 feet above the highest point where the chimney passes through the roof. Section P2607 Waterproofing of Openings with manufacturers and suppliers recommended installation procedures. .��? ,,11 ,,{ c�AL iA 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 t ;�', cn 0 Section R1004 Factory-Built Fireplaces in manner that prevents water en into the building. Counterflashin into the opening of pipe servin as a vent terminal shall not reduce there required is therefore not responsible for any and all conflicts including weatherazation, water proofing and framing � -11 ° � R 1004.1 Facto built fireplaces shall be listed and labeled and shall be installed in accordance with the conditions of the listing. Facto P 9 9 9 PP 9 q 9 9 2 : �' IZ Factory p 9 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. 4�_IV- ' * built fireplaces shall be tested in accordance with UL 127. R 10004.5 Gasketed fireplace doors. A Basketed fireplace door shall not be installed on a factory built fireplace except where the fireplace PURSUANT TO SECTION 69.5 (b) OF THE NEW YORK STATE EDUCATION DEPARTMENT, REGULATIONS OF THE COMMISSIONER ('REGULATIONS' , 8 NYCRR 69.5, ENTITLED ? Y sir:�t_. "SEALS', AN ARCHITECT WHO SEALS "PLANS, SPECIFICATIONS AND REPORTS' MUST PLACE A STAMPED WARNING ON THE SEALED DOCUMENT INDICATING THAT. IT ISA p system has been specifically tested, listed and labeled for such use in accordance with UL 127. R 1006.1 Factory built or masonry fireplaces shall be equipped with an exterior air supply to ensure proper fuel combustion unless the room VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER AND ITEM IN ANY WAY. �� 8 Q� is mechanically ventilated and controlled so that the indoor pressure is neutral or positive. See sections R1006.1.1- R1006.5. � 1:1 ��O :......... .. .........................................: Energy Efficiency 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 JOB MBER 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 O 1 0 numbers not less than 1 inch (25 mm) in height. Each marker shall face the attic access opening. Spray polyurethane foam j, thickness and installed R-value shall be listed on certification provided by the insulation installer. W UNIT 3 3 UNIT 3 4 Q SHEET NUMBER � I2 B 11Z (MODEL B- 1 15 ) (MODEL B- 2 ) 0 1111111 co .L 2 W . - 0 , ----I I COPYRIGHT GRCH ARCHITECTURE P.O. 2017: ALL RIGHTS RESERVED WHEN NOT ALI6HED WITH RAFTER, U) 05-20 X 24"MR CONNECT KING STIRS TO TOP PLATE ATTACH To EACH PAR ROOF FRAMING WRAP 1-1/4X22 6A.6ALV.COIL STRAP z OS-V X 24"MN OF OPPOSNS RAFTERS OVER TOP OF TOP PLATE AND NAIL 2x4 OR 2xb ATrA6111 TO EKtt PAR OF OPPPSINS RNnIRS 8001 2x AGS LEDGER W 2-3/8"x5' LAG DBL TOP PLATE 16 TOOL. STUDS � � BOLTS® ib OG IIITO STUDS PLAN 0 N SIMPSON 5TRON6-TIE ZX BLOCKING RA I I R R Q •�' • A35 a EVERY RR AT 2 END BAYS 2X4 STUD WALL OR "- STROFS CEILING J015T OR IN 5T AEND� O_ 51h1P50N STRONG TIE H2 812 NAILS -TV M5 �t • o TRU55 BOTTOM CHORD SIMP50N H2 CONNECTOR e FA = �r t SIMM• 8d NAILS TYP. RPEE STRAPS StVLL Ef ATTAGtfD TO EAGtI PAR GF GFPOSIN6 RAF(BtS. ALTERNATE TO RIDGE STRAPS SIMPSON STRONG-TIE I- .�..J v PZMW RME STRAPS ARE N0r RFS MBd Gam TIES Or PROVIDE 2X4 COLLAR TIE AT H3 B EVi32Y RR RAFTER IO STIR AND KIN65 Y WI$l STUDS AND NOMM V4 OR 2X4 ULAM ARP LOCATEP N THE LITER THIRD M THE V ■ a�U.. ;N FOR U5E HIN STUDS AND WE IPI C MNATION ONL W 4-10d T EACH RAFTER)�� GS-22 STRAP AT lWI�N ALIGNED) 1*j9=R5 ALI6P1 'RAFT11RS DO NOT ALI6H ATT1G SPAGf AFD ATTAGNfD TO EACH PAR Gf RAFTERS W/4-IOd NNIS cn m EACH STUD,SEE U) •� Z L5U26 FOR 2x6 L5U28 FOR 2x8,2x10,OR 2x12 DETAIL 4 ZO V � � L per.- M V Q W M _ �v FRANHI UN WI OR ❑ � � M R I DGE STRAP DETAIL / RIDGE STRAP DETAIL LU25co aSIMPSON ERY C J TIE n4� O G oR DOOR �/ ' rr� (FOR CATH.GL65 MATE"AT UTOLLAR TIES) // 3 (WITH OR WITHOUT COLLAR TIE-5) LU28® EVERY GJ r 2x AGS LEDGER W/3/5"x5"LAO NO SPECIAL FT a F� CONNECTORS REQ I?D D15T 2 N.TS. / N.TS. LOCATE AT EVERY RAFTER BOLT 0 ib" OG INTO STUDS STRAPPING TO BE I-I/4"X22 6A IN THIS AREA -TIE LT STRONG -Tf"�,ON STRONG -TIE LT5 TE lib / GREY.,5�DETAIL 4/DI.ALL STRAPPING SIMPSON SnW W W"OR 145 W eon IS�.IkFD r Amu / GABLE END WALL TO BEAR A MIN.OF 10"ON FRAMING. BDNAJL.STYP. // PC�RGH 1R001= DETAIL AT ATTIC FOR ME wfld 5TUD5 APD usE HIV COhHINATIOPI ONLY Wil STUDS APD / STRAPP I NC OETA I L Z IRAFfERS ALIfiN y2AFT82$DO NOT ALIGN I N.TS. I I NTS. 5TRAPPING TO RUN ONTO RIM JOIST,SEE O DETAIL cl/DI(ONE STORY)OR ONTO STUD (� O�N.T��L.O.SATW OF RAFTER HURR I GAME TIES`\ : • AT WALL BELOW(TWO STORY) AT E=VERY ROOF RAFTER ` AT IG '' Z ` - 5TRAPP I NC DETAIL ' SAN POST W�+ I2 FOR FRAME GONNEGTION5 0 ' 0-WAI-4 AT ENDS LL LJ J •� DI N.T.S. 2ND FLOOR /� PRE-W Z M / STRAP OR 4x 2x PROVIDE 3"X31(6'X3'WASHER PLATE AT ALL ANCHOR BOLTS 4-I6d FADE NAILS FROM MSTGASb3 SECURED BY WOOD SILL PLATES. KING STUD INTO HEADER ❑ COLUMN POST TOP ANCHOR 51MP50N PAB OR 5B ANCHOR BOLTS MAY BE USED IN LIEU OF STRAP START WLs THREADED ROD W/WASHER PLATE. Fr"1 ENIP MTH NUTS. LOCATE AT EVERY COLUMN/GIRDER CONNECTION H/Z IP fW PROVIDE 3'X6'X.O36'6ALV.STEEL PLATE IN (4)MALS MN M pC MN / / END 6F5Rp MALS 6-60 NAILS AT CORNERS AND INT>RSEGTIN5 12"LftTh TMC i l I 12-812 NAILS AT AT BUTT JOINTS IN STRAIGHT SIMPSON L5TAI2 STRAP W/ WALLS. 3'X12"XD5b'6ALV.STEEL PLATE W 7 r am spm T � WALLS WHERE THERE SINGLE PLATE OR HEADER 5-I00 NAILS EACH END ATrev f" 2X6 KING STUDS NAN)s EACH JACK STUD 24'MINIMUM LAP SPLICE TWO FOR SPANS b TO 12 FEET o air LmTti ONE AT SPANS IF TO 6 FEET Fi<OVDE MN EW -.I - 2-1/8' S/8"� A301 ROD THREADED 6"BOTH ENDS. 12-1612 MN.NAILS FOR SPANS 12 TO Ib FEET 2 6 JAC��VAN): w �,Y�M T/S ENP LBJ6m BOTTOM PIS-Darr 3/4'AND I"ROD AT 51MP50N 5TEEL 5TRON6 WALL,5EE PLANS NAILS AT ALL SPLICESAT F- r MR IST FLOOR4 I N OST BASE N THREE ATWO AT SPSPANS>12 b TO 12 W w 5AB�0Hz AB",B SEE PLAN - 2"�/8"X3'WASHER PL W/NUT EACH 510E UNLESS NOTED OTHERWISE ON PLAN Q (4)NAI$MN M r umni(m) �G5-22 COIL STRAP I UPPER 5TORY SHEAR m 1 - -- WALL TO 61RDER ALTERNATE ANGHOR BOLT DETAIL ® EXTERIOR HALL ❑ FLOOR TO FLOOR TIES I l BELOW GONNEGTION W o 4 I FOR 5ET BAGK WALLS HDU HOLD-DOWNS AND STRONG WALL HEADER GONNEGTION MLTs. LOCATED AT EVERY STUD I `\ OUNDATI ON M OBOE 511 13 14 15 DOUBLE TOP HALL PLATE 5PLIGE DETAIL I6 NOTE: I \ BOLT W/5'MNHH EFffiEDFENT NUTS. NITS. r , GoL STRPPS UM SUP210 PROVIDE:8d 06MJ6 1(ON x 25 LbW)WA-6 \ P�.TS. U GOL 5TRA05 0VH<VlDn N6 FIRN E:lod 0 W&W(0151 x V LONA NAL$. I \ `\\ 6 COLUMN P05T BOTTOM ANCHOR 1 \ N•T5• LOCATE AT EVERY GOLA)MIN/6fRDB2 CONNECTION , H , ,� " ALLOWABLE HOLES - To Her VAW Jac 8D NAIL a 6 0/C AT ALL PANEL EDGES " U IOD NAIL®24 0/G Z ` lMN�7OE""'ID IOD NAIL®24"0/G - LVL Headers and Beams As H�WF4M. HIP RAFTER Yo"05B OR PLYWOOD LLII l: 51MP50N HGP HIP SEE PLAN 5HEATHIN6 Microllame LVL RV CORNER TIE INTERIOR 1.3E TimberStrande and (4)MALS MN N LSL hole zone Parallame PSL 2 x diameter of the Y depth (� NOTE,WHERE 24'NUDE MINIMUM FILL HEI6HT I t LBJ6m� hole zo largest hole(minimum) WALL RETURN 15 PROVIDED AT EN05 OF OQ BRACED WALL LINE THE 8004 HOLDOWN MAY I I• BE ELIMINATED. PROVIDE TWO(ONE AT EACH ;� b� SIDE)CS-22 STRAPS PER DETAIL 4 IN LIEU OF I 13/4'NM s1M>P5ON BP WA5HER 12"LEN6m(MN) .�J o INTERIOR - - LSTA36 STRAPS SHOWN IN THE DETAIL. NAIL SHEATHIN6 TO I o AT ALL PANEL /EDGES L I SILL PLATE W/8d I 2X ACO SILL PLATE. DOUBLE - T NAILS a 410/6 SILL AT FULL BASEMENTS o EXTERIOR GYPSUM BOARD 0 0 0 J ?'MINIMUM 5/8 DIA STEEL ANCHOR -_- - - �MENT BOLTS MAX 2'-8'O.G_ Ix to no V11£! 0 NAIL a 121 0/6 AT ALL EXTEND BOLTS MIN.11'INTO GS-22 COIL STRAP Tac STRAP 7o wrTa( $MEMBERS NOT AT PANEL ED6E5 Micraralla LVL and FOR.WITH T16HTENED NUT t ;;� ' MIN. allowed hoe zone Tx 3'Kk91ER TO EACH BOLT. (2)2 x 6 ALQ SMxON LTP4 RATE NAL®TO " PROVIDE TERMITE SHIELD 51LL SNP"(a STRAP 15/32 056 OR middle Ys span LSTA36 Wl 10-I0d NAILS 44 CONTINUOUS BAR SEAL AND MAINTAIN V MIN. SILL PLATE RAH kD SILL RATE 0 li o/G AT fern WTIR VM �N51DE CORNER OUTSIDE CORNER LOCATED 2'TO b PLYWOOD 5IEA1}IIN6 r` INTO STUD ABOVE AND FROM WD TO FINISHED GRADE vAUEY Jac Nrt�crs, d 1.3E TimberStrande LSL allowed hole zone d r` � � ti .- BELOW(2 EACH CORNEA FROM TOP OF WALLLu - 00 Tall=29804 NOTE NIL As PHt TWE Dip Wf GM PLAN PLAN General Notes Q N N N 7 7 0 7 ME COIL STRAPS UNDER SHEATHING PROVIDE.8d COMMON(0.131 x 25'LONG)NAILS.COIL EXTERIOR HALL TOP o N N M M10 r FOUNDATION PLAN 1-1 STRAPS OVER SFEATH11%PROVIDE=IOd COMMON(0.131 x 3'LONG)NAILS. EXTERIOR Gi•V�ff I HEADER MAXIMUM ROUND • Allowed hole zone suitable for uniformly loaded LAY-ELLER OR PA4LSE YA�LLE=Y PLATE HIP GONNEGTI ON (�� DEPTH HOLE SIZE headers and beams only. CORNER GONNEGTORS T1'PIGAL ANCHOR BOLT 5TUD TO RIM JOI5T TO SILL PLATE 17 5TRAPPINCc DETAIL 18 WALL I;RAMING 5Y2 1" • Noholesiund canal .�.� 5Yi' 13/" • No holes in cantilevers. 7Y4"to 20" 2" • No holes in headers or beams in plank orientation. ly LOCATE AT E1/f`RY STUD NUTS• 0 See illustration for Allowed Hole Zone DO NOT Cut notch or drill �n�5�TOR�Y .TLOCATED AT EVERY C EMM N.TS. IAGATION A5 N01 ED N.T5. P .T.S. N.TS. holes In headers except as Z Co Indicated in illustrations and tables. CO)65 rn IL a Z Z Z O Z Z Z N A MINIMUM OF TWO BRAG WALL LINES OIL) IN EACH DIRECTION OF A BIUILDINB. BHLS SHALL NOT BE SPACL9D wafm 9W RV rye�Tt fl MTMW n O o i F O o J �u MORE THAN 60 FT APART. WALLS NTHIN A BWL SHALL NOT BE OFF5ET BY MORE THAN 4 FEET PROM A OWL_ BVL LOCATIONS,ARE TO TGP Q PONY AVill. I1� I I TO TOP Q'PO#K WNL f USi� I I m in Q (n 0) S NOTE: 5 5N4xGN DrrIZ FWDOA?1 AT(f YVSP ERK.® IFbICiAT� FLOOR PINS 2 FT MAX PONY WALL MAY BE 1( 2MAXAX PONY WALL MAY BE I Cu w a N J A BRACED WALL PANEL($HP)SHALL BE61N WITHM 10 FEET OF EACH END OF A BWL THE DISTANIC.E SETNFBI A0 ACEW PLACED ON TOP OF HEADER PLACED ON TOP OF HEADER IY LU R X ch 05 U WNL END PANl.5(TYPE Al WU AS REWU EDISE5 OF BAPS SHALL NOT 13E 6REATM TW20 FLET. THBRE SHALL BE A MINIMUM OF TWO BW ON EACH ON..EXCEPT AT ®� AT WA6�WNL PETALS G AND D. WALLS t 16 FEET LONG MAY HAVE ONE 48'OR LONSM BWP. BMP'r AM TYPICALLY G5-W5P SHEATHED BRACED WALL PANELS rO ® MYPE A)OR GYPSUM BOARD 6B(TYPE B). PROVIDE TYPE G,D,E,OR F PANELS AS NOTED ON PLAN WHERE BHP TYPES A 3 VUDE WL HEADER( PLOW o 0 8-1012 NAL'AT DfTIZ AND B DO NOT QUALIFY DUE TO MINIMUM LENGTH REQUIRENENT5 OR ADDITIONAL CONTRIBUTING LENGTH OF BNP 15 REQUIRED. CONTINUOUS TO OUTSIDE OF PANEL N ® BHP TYPES ARE INDICATED ON FLOOR PLANS. N ® 3/8'0 THREADED ROD ® G5-W5P 0ONTINUOU5LY SHEATHED BRACED WALL PANELS(TYPE A)SHALL MEAT z • CONTINUOUS IIP4 MIN DEEP HEADER TO F- CONTINUOUS 1IP4"MIN DEEP HEADER TO NOTE WLf�tE 24 WIDE MNIMINH flAJ_IEI6Hf THE MINIMUM OF TABLE-R602.103. NAIL 74 MINIMUM WALL WALL RETURN 5 PROVIDED AT ENDS OF SHFATNN6 NTH bd NAILS 0 6'0/0 OV6W AND L2'O/G(FIEND)AND PROVIDE 2X OUTSIDE KING STUD(SEE PLAN) OUTSIDE KING STUD(SEE FLAW Q P48 L'm I... G5-WSP BRACED WALL LINE TIE 8004 BLOCKING AT ALL UNSUPPORTED PANEL-EDiSES PROVIDE 800 POUND HOLDOM FASTEN J'SHEATHING TO HEADER W/ � FASTEN J'% ATHIM6 TO HEADER WA � LZ HOLD"MAY BE ELIMINATED. PER DETAIL Iq OR20 AT EWS OF BRACED WALL LINES T}AT DO NOT HAVE 6P NAILS 0 3'O/G IN EAG+1 DIRECTION BD NAILS a 310/6 IN EACH DIRUECTION j B7HER A24'MMIMIM FLAT FEI6NIT WALL RETURN OR A 48'MINIMUM BHP. 5IMP50N LSTA24 STRAP ON BOTH SIDES AND N SIMPSON LSTA24 STRAP ON UN5IEATHHED TRIM TOP OF PANEL AS REQb CD EACH OF HEADER TO JACK SND W/Ib-IOD NAILS FACE W/Ib-IOD NAILS LL O T _ w TABLE 8602.105 MINIMUM LENGTH REQUIREMENTS OF S W5P FASTER TOP PLATE TO HEADER hU 2 z FASTEN TOP PLATE TO HEADER W/2 _ 6 I/4'SDs SCREWS n } O WALL MIN PANEL PON SIDES N STRAPS PANED !"�1 CONTINUOUSLY SHEATHED BRACED WALL PANELS BOWLS of Ibd NAILS a 3'O/G ROwS of 16d NAILS e 3 b/C I J MALL AJAGENT CLEAR MINIMUM LENGTH OF U � HEIGHT(FT) WIDTH'L' � ` v iu HIEI6HT(FT) OPN6 HEIGHT BRACED WALL PANEL PANS..5HALL NAVE A LENGTH'L'OF NOT PANEL SHALL HAVE A LEN5TH 1"OF NOT 8 28' Q V 2 Q -51HP50H CM COUPLER NUT <b4 24 L.E55 THAN Ib"FOR 8 FT KALI.,IV FOR 9 LE55 THAN 16'FOR ONE STORY AND 24'FOR $ 64'TO 80' 32' FT WALL,AND 20'FOR A b FT WALL SEE FIRST FLOOR OF TWO STORY APPLICATION. q 32' SB 0 0 80"TO 16' 36'* X PLAN FOR ACTUAL LENGTH SEE PLAN FOR ACTUAL LENGTH 10 34' PANE.,VERIFYSPANE L 15 Pl Z 7 <b4' 21" 6YP5UM BOARD "65"BRACED WALL PANELS(TYPE B)SHALL BE 4 II 35" ^ j -3/8.0 ANCHOR.BOLT OR q 64'TO 80' 30' 46'MINIMUM M LENGTH ON BOTH SIDES OF WALL PER TABLE 12 42' NOTE.DETAIL APPLIES TO F� 4 APHE51VE ANCHOR 80"TO qb" 41' `R602J05. Si�X'6YPS UMI BOARD NTH 6d COOLER NAIL5, � (2)JACK STUDS MIN.OR PER PLAN 1- (2)JACK STUDS MIN.OR PER PLAN BOTH ENDS OF FEADBt LU <64' 30' OgI50X 176'6YPSUM BD NAILS,OR Aq8'X H6' 1L 10 64'TO 80' 30' NNLS 01'OAY.(BXM)AND'T•O/G(FILED). BLOIGKIN615 NOT' - &0"TO qb" 38" `REGWM D AT UN511PPORTIE D PANE_LEDGES*84 PANELS Ad2E BLOGKINI6 AT PANEL EDGES BLOGKIN6 AT PANEL EDGE5 N ❑ INSTALLED HORIZONTALLY. PROVIDE.1015T OR TTL,{OR 19UIL. - •Partial credit for panels 36"to 48"wide per R602.1052 NES g N6 DSWILY AL9OVE AND BELOW MSE S WALLS. TYPE GAL HOEDOWN DETAIL L AT ONE JACK AND KING STUDS ONE JACK AND KING STUDS BLOCKING AT PANEL E:D6t-5 'L" EQUAL TO w U CONTINUOUSLY SHEATHED WOOD n„O��S� or 12" FASTEN 7n6'SHEATHING TO EACH STUD FASTEN ln6'SHEATHN6 TO EACH STIR STUCTU RAL PANEL "CS-WSP" -TYPE A GYPSUM BOARD "GB" - TYPE B AND SILL W 8D COMMON NAILS a 3'OCG AND SILL W/8D COMMON NAILS a 3"OCG ~ } FRAMED FLOOR A B FASTEN Tnb'SHEATHING TO STUD Z r NOT TO SCALE PER FIGURE R602.10.5 NOT TO SCALE PER FIGURE R602.10.5 ARD SILL W/8d NAILS a 4'OX PORTAL DETAIL"A'ONLY APPLIES SIMPSON H 015 HOLD"W/14-1/4'SDS SIMPSON HDU2 HOEDOWN W/b-V4" N.T5. TO 2 FT TO 18 FT WIDE OPENIN65. Z _ SCREWS IN DOUBLE END 5TUD SDS SCRE35 IF NO FLOOR ABOVE. \ Co TABLE 602.10.3(1)BRACING REQUIREMENTS BASED ON 14OMPH TABLE 602.10 3(2)WIND ADJUSTMENT TO M114 HOLD"WU 10-V4'SDS WIND SPEED,EXPOSURE B,30 FT MEAN,ROOF HEIGHT,10 FOOT REQUIRED L.ENOT14 OF WALL BRACING. 2-1/2'0 ANCHOR BOLT OR EXPANSION PANE TO 511 DIRECTLY ON TOP OF Sl PS0N Druz K IXUN4J AT 66-W�WaP WALL HEIGHTS,AND 2 BRACED WALL LINES BOLT WITH 2'X2')V PL WA5HHER W; ;` c 4�,. �L �\ AD.UST HENT STORY CONDITION ADJUSTMENT CONCRETE FOUNDATION WALL � �� i WNL CND PAN9S(TYPE A) tUU AS RELi1UR® 1/2'0 ANCHOR OR EXPANISION EIOLT ff I AT DRK®WNL DETAIS G AND D. CONT BASED ON SUPPORTING FACTOR It¢BAR CONT IN TOP OF CONCRETE CONCRETE 44 BAR CONT IN TOP OF CONCRETE O � m STORY BWL 5PAGI% METHOD 6B FOUNDATION FOUNDATION 43 TIE , x+: 4 SHEATHING EXPOSURE CATEGORY ONE STORY G 12 FOUNDATION 2-In'm ANCHOR OR ExPANSION Boer .„ z -I m 8-IOD AILS AT MV EXPOSURE CATEGORY ONE STORY D 15 44 BAR CONT IN TOP AND BOTTOM m � TOP 10 25 SS � EXPOSURE GA1T'60RY TWO STORY G 13 PAB5-I8 ANCHOR BOLT OR Ye THPZEADED OF CONCRETE FOUNDATION SIMPSON 581/8X24 OR PAB I-18 ANCHOR � 'r at,• .l ROD W/WASHER PLATE, DETAIL 15/121 BOLT OR Ye'THREADED ROD, ILI 0 38 0 !1� TOP 20' 5.0' 10.0' EXPOSURE CATE60RY TWO STORY D Ib EXTEND WALT-SHEATHING OVER RIM JOIST PA85-18 ANCHOR BOLT OR%'THREADED SEE DETAIL 15n71 = C_ OVER ROD IN KkcA R PLATE,SEE DETAIL 15MI ® TOP 30' 7.0' 145' ROOF EAVE TO RIDGE ROOF ONLY 15 FT 1.3 PANE.E06E FRAMED V O ROOF HAVE TO RIDGE ROOF ONLY 20 FT Ib WALL PORTAL DETAIL"B"ONLY APPLIES TO b FT TO 18 FT WIDE OPENINGS. U) W FLOOR PANEL HAS 0ONTRIBUTIN6 L.EN6TH OF 48'TOWARDS R602.103(1)MINIMUM LENGTH WALL TO BE USED ON FIRST FLOOR APPLICATION ONLY.PANEL HAS TEP 40' 4.0' 185' ROOF LAVE TO RIDGE ROOF+I FLOOR 15 FT 1.15 REQUIREMENTS FOR BRACED WALL PANELS AT BRACED WALL LINES. YWL TO BE CONTRIMMIN6 LENGTH OF 48•TOWARDS Ie6o2.l03N MINIMUM LENGTH 514050H STRON67-HALL I TO DETERMINE PANEL 51ZE AND AWA40R BOLTS�6N TO ❑ ROOF HAVE TO RIDGE ROOF+I FLOOR 20 FT 1.3 USED ON POW FLOOR APPLICATION ONLY. REMIREMENTS FOR BRACED WALL PANELS AT BRACF�WALL LINES. ACTUAL HORIZONTAL DESIGN WIND LOAD AND CONDITION TOP 50' 11.0' 23.0' ROOF EAVE TO RIDGE ROOF+2 FLOOR 15 FT 1.1 :..... . ............................................... 1 I ROOF SAVE TO RIDGE ROOF+2 FLOOR 20 FT NP TOP bo' 13.0' 275' WALL HEIGHT ANY STORY b FT O.q CONTINUOUSLY SHEATHED PORTAL PORTAL FRAME WITH HOLD-DOWNS ALTERNATE BRACED WALL PANEL "ABW" SIMPSON STRONG WALL J NUMBER 3/8'0 ANCHOR BOLT OR 1 WALL HEIGHT ANY STORY 9 FT 0.45 ADHESIVE, ,� BOTTOM of 2 10 S.o los WALL HEIGHT ANY STORY 11 FT IAS FRAME "CS-PF" DETAIL - TYPE C "MFH" DETAIL - TYPED DETAIL - TYPE E DETAIL - TYPE F WALL HEIGHT ANY STORY 12 FT 1.1 BOTTOM OF 2 20' 9.0' 19.0' N2016023 OT TO SCALE PER FIGURE 8602.10.6.3 D NOT TO SCALE PER FIGURE 8602.10.6.2 F NOT TO SCALE PER FIGURE R602.10.6.1 NOT TO SCALE PER ENGINEERED METHOD L.LI p' ooSa. N1MiBER OF BWl PER PLAN DIRECTION AT STORY 3 13 BOTTOM OF 2 30 13.0 275 RHBLR OF BWL PER PLAN DIREG11ON AT STORY 4 1.45 Q SHEET NUMBER BOTTOM OF 2 40' Il A' 36.0' N1 BER OF BWL PER PLAN DIRECTION AT STORY 5 OR MORE I b GYP BD FIN15H OMITED FROM INSIDE FACE OF BHP 1.4 �- HOLDONN DETAI L AT SLAB BOTTOM of 2 50' DIA' 44.0' APPLIES TO METHOD G5-WSP ONLY 21 BRACED ALL PANEL DETAILS 2O NUTS. BOTTOM OF 2 b0' 25.0' 52.5' A� FASTENING' ANY STORY 4"O/G O.1 D, NOT TO SCALE UNIT 33 (MODEL B- 1 l UNIT 34 (MODEL B- 2 )C76 ONLYV5 L11 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED HATCHED AREA (n ^ 1 INDICATES LOCATIONA (L 2 HR 5EPERATION Z 10'-0"HIP WIDTH OF FIRE I E RATED�-0"4 B2-5 WALL PER UL#336 LTJ �„� E FROM GENTER OF 4'..p" 4'-0" RIDGES TO ALIGN FIREWALL-EACH 51DE (NO VENTING) (NO VENTING) U0 t5 RIDGE VENT ( V Z RIDGE VENT F- b r b"AZEK TRIM BOARD Px 8"AZEK RAKE 1 -� N} I"x 3"AZEK TRIM BI-5 � :?Z GUTTERS d LEADERS ALL GUTTERS d LEADERS SHALL BE BAKED 12 O U co « 12 HARDIPLANK HCR12/ q U Q w M WHITE ALUMINUM.032 MIN.GAU6E,6UTTER5 q CLAP 51DIN6 % 12 12 12 12 12 12 12 ❑ = o �, co SHALL BE 5'5EAMLE55,0.6.5TYLE W/ALL / RELATED E REQUIRED AGGE55ORIE5. LEADERS ' b'AZEK TRIM BOARD � LEADERS M SHALL BE MIN.2"x3%All"GAUGE W/CLIPS 4 WINDOW 12 � ALL 6UTTER5 d LEADERS SHALL BE BAKED ANGHOR5. GAULK d SEAL ALL JOINTS. PITCH ;+/- I I WHITE ALUMINUM .032'MIN.6AUGE,GUTTERS Ur GUTTERS MIN. 1/&"/FT.PROVIDE P.V.G. SHALL$E 5"5EAMLE55 0.6.STYLE W/ALL HARDIPLANK HORIZONTAL a RECEPTORS 8'ABOVE GRADE TO RECEIVE 8" -8" 8" RELATED 4 REQUIRED ACCESSORIES. LEADERS I2 12 CLAP 510IN6 LEADERS(CLOSED GAP DE516N). OH. OH. OH. SHALL BE MIN.2"x3",.021'6AU6E W/CLIPS d 12 I"I'x3"AZEK TRIAZEK RAKE M 6UTTER5 MIN. I/8"/FT.PROVIDE P.YG. 2446 _ ANCHORS. CAULK d SEAL ALL JOINTS. PITCH 12 12 R�:2 4' b"DIAG.AZCK I"AZEK 5HEETIN6 +/- II +%- II X 41-b' = 2040 2040 TRIM BOARD q --- 12 RECEPTORS 8"ABOVE GRADE TO RECEIVE -- --1`# LEADERS(CLOSED GAP DESIGN). $ b"HIGH BLIND _ DH DH b"HIGH BLIND Lu FLASHING - _ - - - FLASHING �' \ O DINING AREA oo-or _ _ o x8 FASCIA BD.- ALI6N ._ .. +. PLATT=HT. 1_0 - - - - - - - - - - - - H OH. 61 • b" F 15 --- _ M.BEDROOM 0 I-0« � Ixb FASCIA BD. / PLATE HT. ZO �CLOSET_ _ pH TE HT. I I 12 LINE OF ROOF I I / / g TRU55 BEYOND = i i 0' / - s = OH. O LL. Ln I I O L J = NOTE W: (3) 2x8 P.T.GIRDER 10"AZEK I I -TT ® ' ® ® ® ;TTT PVG HN6E5 WIW a Z Qji BEYOND 4 FRIEZE BD. 4Nm = 5HUTTER TO BE HALF Ixl2 AZEK n WIDTH OF WINDOW. o w Ix8 FASCIA BOARD TRIM i i JJ II Q Q [� COLUMN® D '- i: ---COLUMN® COVERED PORCH BEYOND II PORCH BEYOND IILH 5IMP50N LU528-3 FACE FIN.15T FLOOR i i - - FIN. 15T FLOOR O $ MOUNT HANGER ELEV.+O'-0" IN I (3) 2x12 P.T. 6IRDERBEYOND - - - - - - - - - -- -- -- - -- - - - - r- - - - - - - - - - - - - - - _ _ _ _ I- w Tm I I I I I K TRIM Ix AZEK TRIM BOARD OVER SOFFIT HATCHED Ix4 ANLL 51DE-5 I I p d III I:_O I I I I I I INDICATES LOC TION I ( - - - - - - n l n l n 61RDER5(TYP) I I I I I I OF FIRE RATED ROOF d I I I I m V J u ul ui OH. WALL SHEATHING 4'-0" I I I I W O u w � I I I I I I 11 51MP50N BG52-3/6 P05T � ❑ GAP ANCHOR o I I I I I I FROM CENTER OF I I I I o 0 ' 10" 50UARE H546 PERMA GA5T I I I I I II FIREWALL-EACH SIDE I I I I � ' GOLUMN#46382 W/5MARE I I 4 2 0 a FLAT GAP BASE (OR EQUAL) - CORNER COLUMN TO BE I I I I I 4 CL 2 HR 5EPERATION i = PROVIDED W/SPLIT KIT BASEMENT I I I I I I WALL PER UL#336 BASEMENT ~ I bxb P.T. P05T WITH 5IMP50N - - _ - - -rl- - - - - - - - - - - - - -- - - LT - - - - - - - - - - - - - - - - - - - - - -- 11 - - - - - - - --- - - - - - - - - - - - - - - - - --�I- - - - TI- - - - - - - - - - - - - - - - - - - - - - - - - U) COLUMNS) - - - - - - - - -- •- - - - - - - - - - - - - - - - - -1- - - - L - - - - - - - - - - - - - - - - - - - - - - -1- -J � U ABU66P05TBASE (TYP - ALL �- - �-- - �- -- � - - - -- - - -- - - - - -- -- � - -- - - - - - - - - - - -I-I- - - - - - - Z UNIT 34 UNIT 33 ( 15 ' PORCH) TYP. REAR COV. PORCH DETAIL I A FRONT ELEVATION o MODEL B-2 (MAGNOLIA) MODEL B- 1 (INKBERRY) o 3/4"=1'-0" B2-I B2-5 I/4° = I�-ON 2 HR 5EPERATION A WALL PER UL#336 4'-0" 4'-0" HATCHED AREA INDICATES LOCATION OF (NO VENTING) MO VENTING) TYPICAL ROOFING: # r ARCHITECTURAL SHINGLES 15 RIDGES TO AL16N FIRE RATED ROOF 4 WALL SHEATHING,4'-0" Lu - - - � cq � FROM CENTER OF FIREWALL-EAGH 51DE I - RIDGE VENT FELT UNDERLAYMENT RIDGE VENT 5/8 PLYWOOD 5HEATHIN6 0 N N ri ri t0 r Q N N N M t" r to I"x 8"AZEK RAKE BD W/ "x 3'AZEK TRIM 12"x IS"VINYL HARDIPLANK TYPICAL ROOFING: b"AZEK TRIM LOUVERED VENT HORIZONTAL CLAP ARGHITEGTURAL 12 SIDING 5HIN6LE5 I5#FELT2,11,IM rim 111 q 3Z UNDERLAYMENT b'HIGH BLIND 12 - - b'AZEK TRIM BOARD NEI" PLYWOOD FLASHING q co o 0 0 SHEATHING \ 1 q I"x 8„AZEK RAKE BO W/ 5 V5 U5 W a. N 92'-0"STEP \\ NOTE: IN 3 AZEK TRIM(TYP) w w w w v GEIL.BEYOND \ ROOF TRU55 DE516NER ROOF#I COVERED 12 1 A0JJ5T HEEL HEIGHT FOR / b"DIAG.AZEK v PORCH BEYOND _ q ROOF5 TO BE FLU5H q 12 TRIM BOARD a 1 12 ��'" 10'-10" b"HIGH BLIND 4� B2-I q LINE OF HI6H'b"HIGH BLIND 2 FLASHING — GEIL.BEYOND FLASHING __- _ _ 2-1. _ _ _ PORCH _ _ - - _ GREAT ROOM W - --- -- - - -- - -- -- - / nn - PLATE HT. nn PLATE HT. --- - -- --- Fill i/ / / / I'-0' - --- O m -- -- - - - - 0 I I I I I I I I I j �� Y I I W I I I I I I I I I I I I 62-I w W I I I I I I I I I I I I/Al�w r Z (n 4 I Ib'- " BIS WI TH W I I I I I I .fl `- I I I I I 4 ❑ � � � II ii ii W - I� I I I I I I = II I II � p p II I II II I I 1 I I Q I I I I I I I I I I I I I 6"AZEK TRIM J l I I I I I I I I I I I I ALL SIDES ~ 0 m 2020 NY5RG- R312.2.1 Z ui FIN. 15T FLOOR I I o I I I I i i t _ _ i� I I _ i I I I i _ Li I I I I I I FIN. IST FLOOR IN DWELLING UNITS,WHERE THE TDP OF T}E SILL OF AN Z � q� Q / / / /. �•+O'-0" 2020 NYSRG- 62427.8 (503.8) OPERABLE WINDOW OPENING IS LOCATED LESS THAN 24' C� o o � VENTING SYSTEM TERMINATION LOCATION: ABOVE THE FINISHED FLOOR AND GREATER THAN l2"ABOVE cn '' � - ........... - - - - I -_-F=__�► I I �-___----�I I - - - - - - - THE FINI51 ED GRADE OR OTHER SURFACE BELOW ON THE W E D THE OPERABLE WINDOW SHALL ogE t 0 --- --- r--�jlJ I I I I INPUT of 10,000 BTU PER THE VENT TERMINAL OF A DiREGT VENT HOUR(3KY�U OR LESSI SHALL BEWITH � � � ,\ EXTERIOR OF THE BUILDING, b" AZEK TRIM�L..L SIDES I I I lil li lil I WALT-BEYOND I I IIII II lip I I bxb P.T.POST WITH 51MP50N II II II b AZEK TRIM ( I COMPLY WITH ONE OF THE FOLLOWING: bxb P.T.P05T WITH I I I I I I I IIII II IIII ( b AZEK TRIM I IIII II IIII I I ALL SIDES I $G52-3/b P05T GAP ANCHOR d I LOCATED LDIN6 AND SLIGHT 6' APPLIANCE WITH ANY AIR OPENING INTO A IOp00 Q I I I I I III SIMPSON ABUbb P05T BASE(TVP- OPENINGS THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE t f �L 51MP50N 5052-3)6 IIII I IIII ALL 51DE5 II II II BTU PER HOUR BUT NOT OVER 50000 BTU PER HOUR SHALL$E TO PA55 THROUGH THE OPENING IN ITS LARGEST OPENED �^ n 10 SQUARE HBd6 PgRMA GA5T I I I III EGRES IIII I I IIII EGRESS IIII i I I ALL GOLUMN5) I POSITION. � 7 P05T GAP ANCHOR d COLUMN#46382 Wl ARE III WIND011 ===-II 1 I 1 III INSTALLED WITH A q INCH VENT TERMINATION CLEARANCE AND , W a Q 51MP50N ABU66 I I I � I I I ISL__ _ I 1111 _____NINDOW j I I I I Q AN APPL.IANGE WITH AN INPUT OVER 50,000 EITU PER HOUR FALL PREVENTION DEVICES THAT COMPLY WITH A5TM F 2080 2 P05T BASE(1YP- I I I FLAT GAP BASE(�R EQUAL) I I LI_________IJ I I LI________JIJ q I I 10" 5QUARE HB$6 PERMA GA5T I SHALL HAVE AT LEAST A 12 INCH VENT TERMINATION (TIS WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO \ y� CORNER COLUMN Tp E COLUMN#46382 W/SQUARE RELEASE THE CONTROL DEVIGE ALLOWING THE WINDOW TO o ALL GOLUM 5) ( ( Ico f I I I I I I GLEARANGE.THE BOTTOM OF THE VENT TERMINAL AND THE AIR 3810 \ PROVIDED W/SPLIT IKI I q I I ` R OPENING FDI I I FLAT GAP 4 BA5E (OR EQUAL) ( INTAKE SHALL BE LOCATED AT LEAST 12" ABOVE GRADE. AREA OF THE WINDOW UNIT TOFULLY OPEN,SHALL NOT GLESS THAN 5E THE NET .1 SQUARE FEET. ❑ W FDI — -- =CORNER COLUMN TO BE 2 HR SEPERATION I I WALL PER UL#33b PROVIDED W/SPLIT KIT ................................ BASEMENT I I I I I I I I I I I BA5EMENT JOB MBER - - - - - - - - - - - - - - - - - - - - - _ _1 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - _ - - - _ _ _ - _ -T _ _ _ - _ _ - _ - _ - _ - _ - _ - _ - _ _ _ _ _ _ _ _ _ w 2016023 I- - -I- - - J I- -I L - - -I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --T __j— UNIT 33 ( 15 ' PORCH) UNIT 34 II \ / UNIT 3 3 UNIT 34 DUET CLUSTER. SHEET NUMBER rA B2 5 �� L� Y �TIO� Z MODEL B- 1 (INKBERRY) MODEL B-2 (MAGNOLIA) I�4u - V-ou (MODEL B- 1 15 ) B- 2 ) - 1 W 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED U) ^ j -� SELF FLASHING ASPHALT ROOF SHIN6LE5 Z II �II� II 5TANDIN6 5EAM METAL w 0 GHA5E GAP RIDGE VENT — -- b' TRIM GAP U 2 PLYWOOD SHEATHING / 0 C 12 / Z v t b OPTIONAL WOOD 15#ROOFIN6 FELT PAPER / O W ' G 1A5E WITH METAL / ~ � M o m` 12 GA TUBED INSTAL-ICE I WATER SHIELD PER V F V > __ .z.,.•,-..,:u-.-->.-s..,s-....._= INSTALL 4 HATE SHIELD ROOF FRAMING I __, +_, _ _. _.,, �,,. _ 5TONE VENEER PER MANUFACTURERS o N� 12 M INT�N SPECS.TO / GARAGE DORMER _ r W�.� -:__- --- -- -- rn BEYOND 12 �. w--- _ ._.__,__.. SPECIFICATIONS TO MAINTAIN CARRY DOWN FRONT OF FASCIA- / � = - -, --_ -'--- - r� LINE OF ROOF MIN 4 'S Ln PRODUCT WARRANTY "TYPIGAL Z i EN � ----t= -- - - --- -` a% BEYOND® O 'v M ----�...°.. -_-= BEDROOM#2 R106E VENT NO-E. 0.40 ALUMINUM DRIP W6E V Q W RIDGE PENT f - APPLY TGE d WATER SHIELD IN GAP L y to - — — — — — — — - FAIR uISUTTER r> - 12 ROOF DECK AND MEMBRANE / ARE AT TEMPERATURES OF �- q U' 40°F(5'G)OR 111116HER. a 2 6LE 5I-1 12 12 ' q qCAI P.A.6606 IFLUSH ROOFS o= v � Ix&FASCIA BO. �1 1 m4 8"AZEK nn nn nn— _ PORCH Z M.BEDROOM FRIEZE BD. PLATE HT. O 4p APPLY TGE I WATER SHIELD IN (� PLATE HT. - - - I'-4° FAIR WEATHER I I i TrTI OH. WHEN THE AIR,ROOF DEGK AND � MEMBRANE ARE AT I— TEMPERATURES OF 40 F(5 G7 OR NOTE R. i I I i I e o PVC 5HUTTER5 WITH FIXED 0 i i i ( i HIGHER Z RIT HINGES. WIDTH OF I7�1 � v SHUTTER TO BE HALF i i i1 11 1 11 i = = WIDTH OF WINDOW. FASCIA BOARD �j'AZEK SOFFIT I I I I BOARD W/2"CANT. O o I I I = Q 4 VENTIN6 OR VENTED �- u J 4 EXTERIOR WALL ( = VINYL SOFFIT O m -HARDIPLANK SHINGLE SIDING c� Q Z 1 -TYVEK OR EQUAL o o� o DETAIL 2 v -1/lb"05B SHEATHING i i i i ❑ -2x6 WOOD STUDS 0 I6"O.G. -b"R-21 BATTS I I I 1�1 Akj FIN. 15T FLOOR _ _ _ vl�lSCALE: 1 1/2' = 1'-0" I I _ _ _ _ _ I FIN. 1ST FLOOR 1 l T— ■ L® � 12" SQUARE HBz16 PERMA GA5T i AZEK TRIM i I I I WALL 13 "I- O COLUMN W/5QUARE FLAT GAP ALL 51DE5 8 BA5E (OR EQUAL) - CORNER I I 6x6 P.T.P05T WITH Ix4 AZEK TRIM I I I i ^ • 51MP50N BG52-3/b COLUMN TO BE PROVIDED W/ I I POST GAP ANCHOR I I I I Q"(R-30)BATT + "(R-IQ) w SPLIT KIT WALL SIMPSoN ABU66 7 BATTS = COMBI INSULATION 6' (R-19) BATT5 � BREAK I P05T BASE(TYP- I I ( FDI i VALUE OF(12-4 O NTINUOU5 ABOVE ALL COL�yy) I"AZEK 5HEETING m I OI I I I I I I GOVT.BLIND FLASHING � ❑ w I 2"x 6'NAILER-LAB BASEMENT I I I I I I I BOLT TO VERT 5TU - - - - - - - - - - - - - I -L - - - - - - - - - - - - - - - - - 1- - - - - - - -1 - - - - -I - - - - - - - - - - - - - - - - - - -I W/ 'VIA X60LBOLTS L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -L — — — — — — — — — — — —I— — — — — — — — — — — — — — — — —I— — — — — — — — L- — — — — — -L — — — — — — — — — — —L — — — — — — — — J ...........:....:.:: ...... ....:....''..............;;:.;........ ::...:....:.: RICHT END ELEVATION 2"x6"RR016° I I OG 2020 NY5RG- 62427.8 (503.8) 2020 NY5RG- 8312.2.1 1/4° - I'-0° I ( " H VENTING 5Y5TEM TERMINATION LOCATION: IN DWELLIN6 UNIT5,WHERE THE TOP OF THE 51LL OF ANCI (R-30) BATT5 Z U THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH OPERABLE WINDOW OPENING 15 LOCATED LE55 THAN 24" UNIT 3 3 ( 15 ' PORCH) I I w AN INPUT OF 10,000 BTU PER HOUR(3KH OR LE55 SHALL ABOVE THE FINISHED FLOOR AND 6REATER THAN 12" 2'x 4"SOFFIT BM5 BE LOCATED AT LEAST b'FROM ANY AIR OPENIN6 INTO A ABOVE THE FIN15HED GRADE OR OTHER SURFACE BELOW ® I6"OG I I U BUILDIN6,AND SUCH AN APPLIANCE WITH AN INPUT OVER ON THE EXTERIOR OF THE BUILDING,THE OPERABLE WINDOW HEADER PER PLAN I I O 10,000 BTU PER HOUR BUT NOT OVER 50,000 BTU PER WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: 0 HOUR SHALL.BE INSTALLED WITH A g INCH VENT �'OPENINC75 THAT WILL NOT ALLOW A 4 INCH DIAMETER MODEL B 1 (INIKIL.-BERRY)TERMINATION CLEARANCE,AND AN APPLIANCE WITH AN SPHERE TO PASS THROUGH THE OPENING IN ITS LARGESTI I INPUT OVER 50,000 BTU PER HOUR SHALL HAVE AT LEAST OPENED POSITION. A 12 INCH VENT TERMINATION CLEARANCE.THE BOTTOM OF #FALL PREVENTION DEVICES THAT COMPLY WITH A5TM F THE VENT TERMINAL AND THE AIR INTAKE SHALL BE 20gO B TRAN50M WINDOW LOCATED AT LEAST 12'ABOVE GRADE. (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO RELEASE THE CONTROL DEVICE RIDGE VENT B2-5 I I BEDROOM #2 ALLOWING THE WINDOW TO FULLY OPEN,SHALL NOT REDUCE THE NET GI EAR OPENING AREA OF THE WINDOW r� LINE OF ROOF UNIT TO LE55 THAN 5.1 SQUARE FEET. 12 +/- I I 2"xb"® I6'OG FOR SEAT r BEYOND® MASTER \ 4 ¢ N N C4 ri r� `r° fV N � SPRAY FOAM INSULATION BEDROOM RIDGE VENT pI{ DOUBLE-HUNG WINDOW I I TO COMPLETELY FILL SEAT CAVITY INSTALL ICE d WATER SHIELD9. (2)2"x8"® END W/A35 PER MANUFACTURERS SPECIFICATIONS TO MAINTAIN _ 51MPSON CONNECTOR PRODUCT Twr_ 51MP50N H2-5A CONNECTORS RIDGE VENT pF I'x 12"AZEK TRIM z z NOTE: 12 12 BD 8 GYP BD � a g APPLY ICE d WATER SHIELD IN +/- \ +/- I I - z z z o z z Z N a FAIR WEATHER WHEN THE AIR, 12 " o O o �= o o w ROOF DECK AND MEMBRANE ARE AT TEMPERATURES OF _ _ - RIDGE VENT o 3/4 T�6 05B SUBFLOOR- rn � co a < 12 CONTINUOUS 13ET VM PLATES � a (+�-) 5.7 a `�' Lt XIrwRx6 o5U 40"F(5°C)OR HIGHER. LINE OF ROOF 7/Ib OSB SHEATHING BEYOND® GARAGE I=6 AT EXTERIOR WALL 2'OHr 2X12 FLOOR N AL16N FA5GIA5 — — — — — — — JOISTS® I610C. o F1125T FLOOR LINE _ _ _L_ ILI t 6REAT ROOM _ DIN AREA I'-0e BEDRM#2 1 PLATE HT. \ \ - - `- - aam - -- Dual PLATE HT. 0H PLATE HT. ;T, I ., OH. ----- i l I I -0" 10'AZEK _.:,,": 1 Z I I i I FRIEZE BD. sr.? W � � � I I i I �+ � � � w 1 UNFINISHED oH. I \` y I E365�EMENT o �' m 21-0' — T-. I I I I I I O I I I I i (D =: J I I TTTiI I I I � 1 '±;��' 1 W � 10" 5QUARE HB$6 DERMA I ( i i i TEE - ,' . .., w B2-I I I COLUMN#46 -- -- I I I I EXTERIOR WALL I :....., Q w ` o I I GA5T COL 382 W/ ( p I I I I HARDIPLANK SHINGLE 510IN6 SQUARE FLAT GAP d I I i i i i _ -TYVEK OR EQUAL Z czi BASE (OR EQUAL) - I I I I I I o _ -1/I6"05B 5HEATHING - I I I I CL = -2x6 WOOD STUDS® Ib"O.C. 2 `- — — — — — — — — — 4 i t CORNER COLUMN TO BE - -- I I 1 1 PROVIDED W/SPLIT KIT - -�-- i i o -6"R-21 BATTS �'I (R-13)CL05ED GELL SPRAY FOAM IN5UL w w ALONG INSIDE FADE OF FND.WALLS-FULL HT i I i i i i OR DRAPED BLANKET INSULATION ❑ it i II W I I I I i I FIN. 15T FLOORIST FL ui bxb P.T.P05T WITH I I l0" 5QUARE 14846 DERMA I I BEDROOM #2 BAY DETAIL I Z Q I I I I 51MP5ON 8652-3/6 #46382 W/ I I U o o P05T GAP ANCHOR d I I 5QUARE LAT GAF d I I >"= a' o° $2-1.1 — co U . �......................: BASE (ORE AL) - l l I B o GARAGE I I I I POST BASE(TYP- I I I I p�GARA6E w {ED FDI I I I I I ALL COLUMNS) I I CORNER GO TO BE I I oiG\� oBERTgR PROVIDED 15PLIT KIT I I ?` cy� 1a sz_ BASEMENT _ I I I ( I I I I I — I BASEMENT ;� 0 •� - - - - - -1 - - - - - - - - - - - - - - - - - - - - - - I I - - -� - - - - ❑ 0 - - - - - - - - - - - - -,-1= - - - - - - - - - ,1 - - - - - - - , - - - - - - - - - - - - - - - - - T - - - - - - -,- - - - - - - - - L- - - - - - - - - - - - - - - - - - - - - L- - - - - - - - L- - - - - - - - -I- - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - -L - - - - - - J- - - - - - - - - - -I ................................. - LEFT END ELEVATION JOB MBER UNIT 34 62-5 2 0 l 6 0 2 3 1/4" = 1'-0" B Iii UNIT 3 3 (MODEL B- 1 15 ) DUET CLUSTER = SHEET NUMBER MODEL B 2 MAGNOLIA I ( B2 - Iml 8 3 4 (MODEL B- 2 ) ELEVATIONS W 0 COPYRIGHT GRCH ARCHITECTURE P'.C. 2017: ALL RIGHTS RESERVED 12 HR 5EPERATION A Z HALL PER UL#336 B-5 w T7'-2" 38'-6" 38'-S" �•J �' r 13'-0" II'-2" 14'-b" 22'-6" Z w a - - - - - - L_ o `m % 1 3'mm 05 C) ■� U cN; rn 62-5 � z Lo 0 2" OU Q W c M N T Tn Q Z ti co 4 8" I 12'-10" 8" lo'-O" 4'-II" L. 4'-4"M.O. 5'-3" 15'-8" 4'-4"M.O. 2'-6" 8" 1'-5" 5'-l" S" 5'-l" I'-5" g" 2'-0" ° (� M UNEXGAV. I o UNEXGA . o a _ 4'P.G.SLAB WITH bxb, r- 4" .5LAB HI 6x6, C? :r 10/10 H.W.M.OR FIBERME5H. 2 _ - ---- FDl 10/10 W .OR FIB m I `r MIN.3500 P51 GONG. b" 8° FD1 II - I q MI .3500 P51 NG. o � I FDI µms' aJ O HD EGRESS m `r Z 8" - .-O" S" y'_0" " O p x` WINDOW p 1 p cim I = I cim F- 2x12 FLOOR JOISTS "' 'i HD 1 ( r------- - _ 2"x 10" � 2"x 10" o ® Ib'O.G. ' I FD1 0 4 LAB SEAT o SLAB SEAT - ;n _ b % HD 4"WIDE J015T J� 2 8" ,� EGRESS •� - - - - - HD O SEAT.T.O.5EAT WINDOW L ELEV=(-)I'-1 ' 4 IFN I I 12"F.C.FOUNDATION HALL 4 p = Fvl I • -_ -_ - -_ _ I N w DAMPROOFING ON 7 2'_0" LL Ln 12'P.G.FOUNDATION HALL q I - - - 4"x 12"P.G.FOOTING FD1 Fn WITH DAMPROOFING ON M `fl 2'_p" 10" 24"x 12"P.G.FOOTING 13'-2" I Fvl g'-4" 14'-8" I 1123'-O" l2J 2X10 P.T. Z 14'-4" 10" o I r- . _ o Q 10" P.G.FOUNDATION DIRECT VENT HEATING EQUIP. �- I ( WALL WITH DAMPROOFING I I I 4"WIDE DIRECT VENT HEATING EQUIP, I HD APPLIANCE CLEARANCE ON, x 0"x 12" SPG ON 20"x Io"PG.FOOTING ( J015T SEAT. APPLIANCE CLEARANCE APPLIANGES IANGE5 SHALL BE IN5TALLED SHALL BE INSTALLED WITH THE -T.O.H.ELEV. = O-0 I I I TON.ELEV= (-)I-I I I 4 WIDE WI THE CLEARANGE5 FROM FTG N.o ) o GLEARANGES FROM UNPROTECTED 4'WIDE � � � I N �, ( �I I I I J015T SEAT. ' UNPROTECTED GOMBl15TIBLE I��_ I J ( N ;� o COMBUSTIBLE MATERIAL5 A5 I ,_ " J015T SEAT. ~ I I :>T:E-EV= (-)I II TOW ELEV= TERIAL5 A5 INDICATED ON Tit I 9 ® u, INDICATED ON THE APPLIANCE LABEL I I A IANGE LABEL AND IN THE L_ —I 1 I o N - AND IN THE MANUFACTURERS MANUFACTURERS IN5TALLATION ®�I Fy�l-2 ( r, I c"v IN5TALLATION IN5TRUGTIONS. - J O IN TRUGTIONS. 00 00 - L- ® I 3�"DIA 5TEEL COLUMN L_ w ON 30"x 30"x 12"DP PG PROVIDE FRESH AIR INTAKE I HD a T VIDE FRESH AIR INTAKE 4 Q I I I I I `� I I FTG N.O.N) To MEGH EQUIP PER CODE w h� • MEGH EQUIP PER CODE O r I I I I F T -1 II p HP 2x12 FLOOLO I 2x12 FLOOR JOISTS I " I I JL 2'-O" ® I6"O.G. ® I6"O.G. 1.1-0 b'-0" b'-2" I S'-5" - 8'-5" S'-5" Io" 0 D.O. - -i 0.0. I� (l I D.O. I) 5 1/4 F_ T "x q 1/2" LOW + P.O. r 1 L —J BASEMENT 5LAB I I I III - LVL GIRDER *4'P.G. SLAB(MIN. P51 r 8 -1 F I J O L_ _ L_ i I 9Jo i� L_ _ —I FD1 *.006 MIL.POL VAPOR FDI I - _ _ _ _ (` I L_ -1 1 g I BASEMENT SLAB TYP. BEAM POCKET — — — I — — BARRIER -, ,¢ -- - - - - -5 I l- *4"P G.SLAB IN.2500 P51 GONG II WRAP EN05 OF 6OR o 4 •TAMP d FILL q5%vEN51TY ry I I I _ I I �+ ) wl Fvl ! I I I D06 MIL.POLYS HELENE VAPOR II W/ALUMINUM AT '- s I) I I BARRIER LU POCKET OR PROVIDE 10 8'-o" 15'-0' — 14'-2" I I'-O" I I ( I I I I� 'TAMP d FILL TO g5%DENSITY 2 U) �2D' AIR SPACE ALL UNFINI5HED BA EMENT — — I I I --� - I I I I FD1 �-- o ;n }� L- I I-^ I I UNFIN15HED BA5EMENT II Z ( \ — J *b'-0"GEILING HT. w J� •8-0 CEILING I ) I ti fi ® u O(R-13)CLOSED DELL SPRAY 2' 0" (II 2'-b" 4" WIDE b *(R-13)CLOSED SPRAY I 1 0 I I = -I� N N FOAM INSUL ALONG IP510E 10" JOIST SEAT. FOAM INSUL AL INSIDE I — I I - _ r—I I 1 r= N FACE OF FND.HALLS-FULL.HT I Tow.ELEV= ()I'-I�" U L J FAGS OF FPD. FULL HT ( I - - - - l p O IN°RSUDRAPEP LATION BLANKET L_ 4" I r°- - ® \ ry O O5LLATI ED BLANKET ALL EXP05W HOT TER 4 I Q ALL Expos®HOT HATER I� Io" 5'-4" - 4"WIDE J015T I PIPING AND/OR HEATING DUCTS �y PIPING AND/OR TING DUCTS 5EAT.T.O.5EAT I TOW.ELEV= -J x TO BE INSULATED AS N.YS. Q T�INSULATED N.Y.5. " I I ,_ " 4"HIDE J015r - NCODE. I'-lo" UNEXGAV. g ELEv= (-)1-I I ° 5EAT.TA.5EAr r _ 4"WIDE J015T I U ( '_ - C - �XI2 FL 2"x 10" 4"P.G.5LAB WITH 6X61 D.o. XI2 FLUSH o I _ (-I)I 1 I I IF - 1LAB SEAT 10/10 W.W.M.OR FD1 SEAT.T.O.5EAT J - - - - — - " 0 I FIBERh�SH. ELEV= (-)I-I� Q _.F 2 I LOOK J015T5 11 ' I I IS'-b" I I ° II -3'=6'r b'-8" 6'-8" I'-0" 3'-8" " MIN.3500 P51 GONG.i— ZZ ,F rHD ,�'I - I b"o.c_ I - - _ -1 I _ _ I x " UNEXGAV. L- —I L_ � _2 I �ELEV. =0'-O' _� I o _o - - D.O. 5 I/4"x q I/2" LOW HD T ry N ri r� NCO 2x12 FLO R JOISTS o _ ¢ `M" r "i cq 011 _ N N M M fD 4 P.G.5LA5 WITH ® 16"O.G. ( ( 10"P.G.FOUNDATION WALL 3 I - C - [VC6IRDER % 7 6 6,10/10 W W.M. I _ ( WITH DAMPROOFI%ON 20"x I I �S - - - - • FD1 OR FIBERME5H. p L- J II l0"P.G.FOOTING-T.O.W. B1-5 I I \ MIN.3500 P51 N Q N ELEV. = 0'-0" r g " NG. , ' '- " " 4 3 I " I I I Fvl I WIDE J015T SEAT. 4=6 I-0" %2 S 7-2 - I e �I I #5 CORNER KEBABS W/ 4-0 I DASFfED LINE INDICA 5 I �_ -_ -_ -_ _��I 3-q o II 14' cz " LE65® MIDPOINT OF " TOW.ELEV= (-)I'-I " 2 x to I I FIRST FLOOR WAL I `� SLAB SEAT — FOUNDATION WALL I'-b" z z 3'-2" r-oN F I (2)2X12 FLUSH I FROM TOP d BOTTTOM. n ABO #5 GORNE REBAR5 W/ 4'-0" 5 11 I 6 120 (0) coHD N N a L I LEC ® DPOINT OF FW-2 I �, I � 4 L __- J I II 0 0 0 °-° o o z J • (2)2XI2 FLU5H O UNEXCAVATED TYPICAL - -I I co co w to w a g FOUNDATION WALL d I-b I ( 0 6ARA6E 5LAB I I II w v T I FROM TO d BOTTTOM. I o I I o T.O.H.ELEV. _ � 0 4 P.G.SLAB(MIN.3500 P51 GOPG) ( � " 0 3'- ' p I I UP 14R REINFORCED WITH bxb,10/10 H.H.M. 0'-0" 4 HIDE J015T L 2xJ2 JOISTS O I I ( I SFAT.T.O.SEAT � _ 'TAMP d FILL TO 45�DENSITY •SLOPE GARAGE SLAB Dowty 2' I c_v I I — — — — — — II o cli 14'-2" N " I 6 O TOWARDS GARAGE DOOR N i" ( \ 8 UNEXCAVATED TYPICAL I r - �1 8 P.G. FOUNDATION WALL ( � ( 0 u, GARAGE SLAB iv � .ry *4'PL.51AB(MIN.3500 P51 CONGA p WITH DAMPROOFIN6 ON I o �..s .o REINFORCED W"6x6,IOAO H.W.M. ( p I I L _ F_ 7 5 "x q 1/2' LOW r 7 _ I *TAMP E FILL TO'15%DENSITY 3: II Ib"X 8 OP P.G.FOOTING I ® I- HD _ —I R L — J *TOWARDS 6ARAeE DOOR 2" Il'-10" 8" 61 6'-q" b'-g" 10" w Z W ^ - 2 12 FL T5 N I I I I h+i 0 o. . I 4 r i D.O. I I F_ 75 1/4" q 1/2" LOW � D.O. (II p m loll, 2'-b" -� II'-S" 8" Il'-lo" l'-o" 11 Fvl VL 6IRDER L - J - I W Y p II w O w TOP OF WALL - TYP. BEAM POCKET I q D 0 0 • DN= -I'-2" T.O.H.ELEV. = WRAP END5 OF 6DR I �I Z HD 4 WIDE JOIST 8 P.G.FOUNDATION L I C� " I EV. I 5 I W/ALUMINUM AT SEAT.T.O.SEAT WITH DAMPROOFING ON TOP OF WALL III J FD1 I POCKET OR PROVIDE I W 4 ELEV= (-)I'-I " 4° ( Ib"x 8" DP P.G. FOOTINGON= -I'-2" ^ I � I/2" AIR SPACE ALL - 8" 4 SIDES 2 El r ll d Q 3 N I o w o FD1 2x12 FLOOR J015T5 . . % FD1 I c� g 10'PL.FOUNDATION HALL I _ ® I6"O.G. o I I -' w r _ ® WITH DAMPR00FIN6 ON 20 x 2'-0" 2' 6" 2'-6" O" II'-4" n' l0' = I N m X 10"P.G.FOOTING-T.O W I F p 3 A iv ELEV.= 0-0 I z v FD1 B2-5 A lo" 15'-4" lo" • :o I 1 4 WIDE I ((D o ai N B-5 1 I FD 1 J015T SEAT. N HD 2 0 � � 2" � I TOW.ELEV= l)1'-I�" I w �-�EREDq FD1 _ _ _ _ _ _ _ _U \� - - - - ��G��o�RTcyCy/� I'-0" - I6' 0"M.O. I' S" I' 4" 16' D" M.O. I'-6" HD o HD ~ `� AG o Qfi C� T-0" 13'-0" IS'-8" 18'-10" 4'-0" Il'-0" w FQ LINE OF FRONT OF 38'-b" 40'-0° _ { FOUNDATION WALL® U MASTER BEDROOM UNIT 33 810UNIT 34 1 UNIT 33 ( 151PORCH) I w� - ................... - 2 HR SEPERATI°" MODEL B- 1 (INKBERAYMODEL B 2 (MAGNOLIA) `"''41-1-'' �-#336 ) JOB MBER w 2016023 HD- HOLD DOWN MULTIPLE LVL GIRDER GONNEGTIDNS: GENERAL GONTRAGTOR5 AND SUBGONTRAGTOR5 TO REVIEW THESE Q SHEET NUMBER GON5TRUGTION DOGUMENT5 UPON REGEIPT FROM ARGHITEGT AND UNIT 3 3 UNIT 3 4 DUET CLUSTER = FOR ALL MULTIPLE LVL GIRDERS, LA6 BOLT FOUNDATION PLAN �- REPORT ANY AND ALL DISGREPANGIES INCLUDING ANY DIMENSIONAL Z AB= ANCHOR BOLTS 0 T06ETHER W/ 1/2" BOLT5 © 2'-0" O.G., 2" MIN, GONFLIGT5, IMMEDIATLEY TO AR(HITECT FOR GORREGTIVE MEASURE5 1/4��=1'-0" 5 FROM TOP 4 BOTTOM, l$ MIN. 4" FROM ENDS PRIOR TO GON5TRUGTION. DO NOT 5GALE DRAWINGS. DIMEN51ON5 (MODEL B- 1 15 ) (MODEL B- 2 ) FOUNDATION PLAN z B2 � 2 SHALL BE GALGULATED AND NEVER 5GALED UNLE55 OTHERWI5E NOTED. w COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED qk 2 HR 5EPERATION (/q WALL PER UL#336 Z �++ Ilk E o 10" SQUARE HB46 PERMA GA5T A A 10" SQUARE HB46 PERMA GA5T -(3)2*-F-T-61P �- - - D - - U B-5 U 16 bxb P.T.POST WITH , COLUMN #46382 W/5QUARE FLAT B2-5 GOLUMN#46382 W/5QUARE 0 bxb P.T.P05T WITF151MP50N O I I BG52-3/6 POST GAP ANCHOR 4 V � GAP 4 BASE (OR EQUAL) - FLAT GAP 4 BASE (OR EQUAL) , 51MP50N ABUbb P05T BASE Z = 51MP50N Bc52-3/b P05T I 14-2 CORNER COLUMN TO BE - CORNER COLUMN TO BE I 1 (TYP-ALL COLUMNS) O W N o GAP ANCHOR 4 51MP50N I Q ABUbb P05T BASE(TYP 1_ x , I_ " „ PROVIDED W/5PLIT KIT o I PROVIDED W/SPLIT KIT I 16-0 I I 2-0 U t' o -ALL��) 2 0 13 2 , I I-0 - 14-b 22'-6" � " _ ` f/1 U 4 I ALIGN TOP OF I _ I I _ ■r--1 ''�-� o COVERED - �I COVERED I � (2)3016 TR (2)3016 TR I I o - _ I I PORCH TRANSOMS �� (2)3050 DH l2)n30/�5o'}�vH I ry� I PORCH I �N (�/ o 2 W M X11, I I p 1 II I ® 8-0 HD HT I 11 1 n ® 8-0 HD HT I ■ 1 N I N 1 11 XI I 1 n I a I Ix V Q N VVJJ b-1 b-7 x 5-49" 5-6 6-lo -8 6-4 I I-3 4-I I 8-0 &I—ON m _ Om m O ❑ (�CL IqCD R, I DI 1"' ` _ - - - - WINDOW 2 4 ALIGN TOP OF I 4 I I U EGRESS (c � r �r � •,,,=--___:__::: _.:..:.- FW-2 � TRANSOMS HD L - - - JL -� - J HD 1 e (2)3010 TR (3) 816 TR 8016 TR ( a i g016 TR Q " (3) 850 DH i I 6080 5L.6 . DR W/ I i 6080 5L. L.OR W/ Ib TR (2)2X10 HDR J EGRESS 1 (2) IS' 51 LI6FIT5 N ® 8-0'H I °L Iq - - - - y m (2) 5050�I WINDOW ® " D Iq I (2) IS" 51 FLIGHTS 21 "G r I DI I Iq 4 , I 3050 PH I g 4 r :, ( ROOF TRU55 61RDER _ ROOF TRUSS GIRDER D1 L k - -`OJ - - J HDA % 12 __ = DI i 1 r - - - - - - - - - 1 DI �r - - - - - - - - - - -ILJ 1 a (2)2X HDR I DI I '�- DI Z z �' II-0CEILING Q \ iq / I HD - - - - - - - - - - - H O — — — - - — - BREAKFAST �' \ 'I o 0 J HD \ DI / m I r 1 v- - r '� _ 525'x II l/8 LVL HDR Zz U ' - AREA \ / r - - �r - - - � - — — — — 201bTR r D 525 II 7/8 LVL HDR i� "'r Ids; - - JLC 4 F- 81-0 DH cv HT 6" 14'-0" 3'-0" 4'-2" 21-011 4" I 14'-0" I 11-011 - - - - - - - ;r Z (2)2X10 HDR � CONTINUOUS / \ c. O 2816 TR® I I I I 525'x 11 1/&' LVL HDR �--� 2852 DH I I Q 21 G I ( I I'-O" 121-011 4" / I5'-0" \ 6x N U 4 8'-0"HD HT L J u' DI I I I 101-411 PRE-FA o (� Y LL , ^ m c`• I I 13'-0"TRA CEILING I L_ ' I FIRED F u J i i I I MASTER BEDROOM I `� m-0'GEILIN6 I I a PRE-FABC� u'-0"G ILIN6 II o I I I I BREAKFA5T AREA I LIVING AREA I z FIRE GE GREAT ROOM �'---J 4 I _ I 1 q'-0"CEILING 1 -EMP C-L ❑ _ v m I I -2 BEDROOM #2/ FNH OPT. I RA15ED HEARTH I '� u � � °N I I'-0"GEILI G � I I N OPT. DEN 5070 I TEMP °� I KITCHEN 2'-0" 2016 TR fn RAI51D HEARTH I I I I I 12052 DH N I � ® e-0 HD HT 111-0" 11 2'-0"� L- -I O � I II W 1 II 4" 1 a I II , � 411 1 M 4" I II 1'-0" ^ ' Q 2- 611 16-4 6-b 4 3 5-0 5-0 \ 6647 •�� I 12'-O"5TEP CEILING GREAT ROOM I w 2816 TR® I I o / \ - ® 11'-O" CEILING ( DW II I I � [� N 2852 PH i I �* — — — ® KI GHEN L-- m [� 81-0'HD Hr L J �� " II_p0 0 1 II GL. 1 II 4a oo1 o0 1 11 31 /SII I r 4" 3-8 4-0 ❑ O 12 11 4'-2' 4", 21-011 4" 10'-0"GEI IN6 101-0'G ILIN6 � ® 2" z I I (2)2816 TR _ DI ry �� X668 WIG i WIGL i 'v q'-0"GEILIN6 u, 5D I Q i i I I ®(8-08�HT m PANT. LIN. � BATHROOM �ro o L J I L J 4 © �Vl, �� I I DINING AREA 12" SQUARE HB46 U L J 66 DERMA GA5T GOLUMN D 41 W 6 611 D 41, WC I (4)2x4 I I I I W/5QUARE FLAT GAP (3)2816 TR I n' (3)2852 DH II'-0"CEILING m ° ° 22"XLO Jnb'l ry P05T--,, REF= 21 "G J L_ J 4 BASE (OR EQUAL) - � m 1 a �- a \ DI / 2'-011 �� 2'-611 r I¢- 8-0HD HT I I I DINING AREA - O 3o ATT1c ® CORNER COLUMN TO `r AC-CE55 WC = `� I \ / BE PROVIDED W/ Z U 10" SQUARE HB46 = HATCH 6'-0" 4" '-loll _ 3'-811 4a m - - - - - - - - 5PLIT KIT W PERMA GA5T COLUMN I r -� u� I a? (BIFOLD ®5D bbd ®5D 10'-0' CEILING - NOTE"V": �� OZI 51-8" 611 3-4 4 2-D 4 I I-2' b a L -J1 II 11 1 II �� 1 I x o #46382 W/5QUARE AQ m DOORSMASTER ©g `� 2 p lq Z o FLAT GAP 4 BA5EI eDN 4R 016 TR Q DN 14R L — J cm 9'-0"GEILIN 06o II-0 GEILIN6 g �OVEREDI 3080 EXT NSUL DR (OR EQUAL) - (3)2x6 21 'c a x BATHROOM I-2, 11 a I ls e CORNER GOLUMN TOJ P05T BE PROVIDED W/ DI Q 4 3-10 4 3-4 4 l0'-4" q A-0 G ILIN6 SWC LAV7-7 1 , V FOYER PORCH W/(2) 12" - 5PLIT KIT LUN RY _ 41_6" I 51DELIGHT5 . HD a - - - - - - - - o m EF© Iq - - - - - - - - 1z 't $s8 GL. NOTE "S 5D 31-411 N 4 � ' 1,-p„ 8, 0' I,-p, " o TUB X " � IR v ,1Ob CO2DI F 22'X ATTIC lCt (4)2x6 0 19 COVERED I I X q'-O"50. SHWR PAN AGGE S HATCH P05T - 9 5016 TR DI i�� PORCH I NOTE "5": � :fl :o /_1-2" 4" 4'-0" ba 7,-0„ 6" 3,-4„ 411 31-2" 411 'lbb ` - � n r ti ;� 3080 EXT INSUL DR � I I I I-0"CEILING V - - n ( ,jj �_ ti Go �s o " 51MP50N BG52-3/6TP05T ` o � N N M M (D FOYER 2868 INSUL DR- 868 INSUL DR- ? "X -2 Q N N N (M r N uj 5-4 I I 45 MIN.FIRE 45 MIN.FIRE � - - - 8 5HWR PAN m SIDELIGHTS N Iil 611 411 611 GL051NG DEVICE PTN ON 2X4 GLO51TEMP. 67LA55DN DEVICE - - - , �„ O I I ABUb6 P0CAP 5T BASE(TYP R I N RATED W/SELF H/5ELF 21 5-4!" I I 10-0 3 4 KNEE WALL - - - 9 O GEILIN6 �® �� Jo ! L-�J I ALL COLUMNS) i I GL 4 DOOR O bxb P.T.POST WITH (4)2x6 POST - - - 51MP50N BG52-3/b P05T HD CO2 � - GAP ANCHOR 4 SIMP50N - - - - - - ABUbb POST BASE(TYP � b" b'-10" ` 411 4'-0" 4° q'-0" I I (3)2510 TR z � TWO GAR GARAGE lo'-0' FILING J ®8-0 HD HT z z m ALL COLUMNS) o V -' (3)2850 DH d g m Iq WC ® 4'P G.SLAB(MIN.3500 PSI GONG) MA R © _ (TEMPERED) z z z 0 z CO Z N w 5D TWO GAR GARAGE REINFORCED WITH bxb,IOAO WA1.M. b"(R-21)BA175 q'-0"GEILIN6 ;r, BATH OOM _ I I I o 0 o i= o o Z w Gl• 4"PL.SLAB(MIN.3500 PSI O NGS SLOPE GARAGE 51A8 DOWN 2 1z 3030 AWN D1 b" 6-6"©EF �^ 411 41_6 ? 411 31-411 6" REINFORCED WITH bxb, W.W.M. TOWARDS 6ARA6E DOOR WIGL X I I 5 5 5 W 5 5 a N D ® 8'-0"HD HT a ? 8 6 LAV LAV 1 w 06 ob v Q •SLOPE GARAGE SLAB DOWN 2" E "TYPE'X'GYP BD ON GARAGE WC J re w w w w w 10-0 GEILIN6 % TOWARDS 6ARA6E DOOR o WALLS d GEILIN6 58 12 © BATH #2 *WALL'spa ,GEILIN6 BD ON GARAGE 0 5 •J"TYPE'X'6YP BD ON INT OF LIVING 0 a _ _ _ _ (O m SPACE COMMON WALLS TO GARAGE o - - - - Dl N TYPE'X'6YP BD ON INT OF LIVING FW-2 - `a o HIP 'v bbd SPACE COMMON WALLS TO 6ARA6E 2010 TR N Iq ? ®5D (- ® 8'-O'HD HT I B - 17 - - - - - - - - - - - - - - I 2050 PH ENERGY NOTES 82-5 v DI GL. O UN -011 18'-0" 611 4'-211 411 I I6'-0" I 6 F- 6'(R-2U BATTS 19 Z Ln ALL CONSTRUCTION SHALL COMPLY WITH THE 2020 ECCCNYS Iq I I W II' "GEILIN6 `° D/21 DI (2)2X6 R 0 RESIDENTIAL PROVISIONS. Dl I a BERROOM #2 iq DI ( I O m - SEE SHEET T-2 ENERGY CODE NOTES N 1101.10.1.1 - N 1104.1 Hp " _ II'-0"STEP CEILING _I p 611 DI Ibo70 off DR I MA5TER I W ^ - Y Q ,-2'-6 611 12'-0" 18'-0" e _ _ _ _ _ _ - a I BEDROOM `r I 2'-0" `v w i--�i w 1 ry HD 5 1/4"x I6"LVL HER � HD I I o Z 0 o Ib070 OH OR � 4 I 1 I I U_' 1124 2020 NY5RG- 62427.8 (503.8) a _ - -_ -_- - _- - __ - — a N 21-0" q VENTING 5Y5TEM TERMINATION LOCATION: r HD 1z 51/4"x 161 LVL HDR HD I D/21 1830 - I I 0 O " THE VENT TERMINAL OF A DIRECT VENT APPLIIANGE WITH AN INPUT OF 44 D/21 D/21 pl ®T-O-HD T o O 10,000 BTU PER HOUR(3KN�OR LESS SHALL BE LOCATED AT LEAST 1 o iv _ I I 2010 TR ❑ b'FROM ANY AIR OPENING INTO A BUILDING,AND SUCH AN 2-1. DI D1 81-0'HD HT APPLIANCE WITH AN INPUT OVER 10,000 BTU FIER HOUR BUT NOT A I I '� 2050 DH _ OVER 50000 BTU PER HOUR SHALL BE INSTALLED WITH A q INCH �0 4" 2 B-5 N LLi VENT TERMINATION CLEARANCE,AND AN APPLIANCE WITH AN INPUT a SEAT :o (2)2X10 HDR FW FW-2 2-O" _O b" L - - - - - - -o - - - - - - J L_ J ~ } OVER 50,000 BTU PER HOUR SHALL HAVE AT LEAST A 12 INCH VENT HD _ HDIt TERMINATION CLEARANCE.THE BOTTOM OF THE VENT TERMINAL AND ry - _ (2)2X6 HDR (' (2)2X6 HDR z J THE AIR INTAKE SHALL BE LOCATED AT LEAST 12 ABOVE GRADE. a L - -- - J L J 1q 2" Hp I - - - I HD U_' o o co 1 .�.u....... .`\........... MODEL B-I MASTER Dl (2)3050 DH DI L 30 o TR L 30 9.T W q 2020 NYSRG- 8312.2.1 BEDROOM WALL ®8b' HD HT II pll B2-5 - _ - D1 ® e 30 o DH-01 110 HT ® e 30 o DH 1q < l'L BEYOND 2'--(o" 1 /a 41 0" 4'-0" 2'-b" I b' 0"R.O. I'S" I' 4" Ib'-0"R.O. I' 6" 4' 0" q'-o" 4'-0" DI ��/r T Cyd IN DWELLING UNITS,WHERE THE TOP OF THE SILL OF AN OPERABLE �l71 WINDOW OPENING 15 LOCATED LE55 THAN 24'ABOVE THE FINISHED �G FLOOR AND GREATER THAN 72"ABOVE THE FINISHED GRADE OR 21-6" 21-611 2'-6" 18'-8" IS'-lo" 41-0" OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING,THE OPERABLE WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: 1 „r �z 38'-6" 40'-0" � v� 3810 'OPENINGS THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE TO /� PASS THROUGH THE OPENING IN ITS COMPLY OPENED POSITION. UNIT 3 Z FLOOR PLAN UNIT 3 3 ( 15y PORCH FLOOR PLAN FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F 2080 ) ❑ ,FNEW(O (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO I RELEASE THE CONTROL DEVIGE ALLOWING THE WINDOW TO FU_ Y MODEL B-2 (MAGNOLIA) 1�4 =1 -o OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING AREA OF THE �� LIVING AREA= 1,5ga SQ. FT. q 2 HR SEPETtATION MODEL B- l (INKBERRY) 1�4"=1'-0" LIVING AREA= 1,5aq SQ. FT. .. .... . . ... ..... ..... WALL PER�#336 B NUMBER WINDOW UNIT TO LE55 THAN 5.7 SQUARE FEET. GARAGE AREA= 377 SQ. FT. GARAGE AREA= 3Ti SQ. FT. COVERED PORCH AREA= 250 562. FT. COVERED PORCH AREA= 2-12 50. FT. w 2 016 0 2 3 NOTE R: ONE CARBON MONOXIDE ALARM IN NEW ONE EF =EXHAUST FAN: �� GENERAL CONTRACTORS AND SUBGONTRAGTORS TO REVIEW THESE U) SHEET NUMBER AND TWO-FAMILY DWEILIN65,TOWNHOUSES STAIR STAIRS MET MULTIPLE LVL C21RDER GONNEGTION5: 50 GFM INTERMITTENT OR NOTE v : CON5TRUGTION DOGUMENT5 UPON RECEIPT FROM ARCHITECT AND UNIT 3 3 UNIT 3 4 DUET CLUSTER = NOTE, PRE-EN��INEERED ROOF HD= HOLD DOWN AND DWELLING UNITS IN GROUP R-2 DESIGN STAIRS TO MEET ALL © 20 GFM CONTINUOUS �AU.DRYERS TO BE VENTED TRUSSES W/ 12" MIN. HEEL BUILDINGS INC UNITS 4 GO-0P5)AND UNITS APPLICABLE CODES AND TO FOR ALL MULTIPLE LVL 61RDER5, LAG BOLT AL OUTSIDE AIR PER GODS FORT ANY AND ALL 015GREPANGIE5 INGLUDIN6 ANY DIMEN51ONAL o- ALL WINDOWS SHALL BE REPORT ANY DISGREPENGIES CONFLICTS IMMEDIATLEY TO ARCHITECT FOR CORRECTIVE MEASURES ANDERSEN 200 5ERIE5 HEICHT5 (U.O.N.) @ 24" O.G. p= -�PEREp OF�RED FOR SALE,IN THE IMMEDIATE AND CONFLICTS TO THE TOGETHER W/ I/2 BOLTS © 2-0 O.G., 2 MIN, ® CARBON MONOXIDE ALL WASHER TO BE (MODEL B- 1 15 ) (MODEL B- 2 ) FLOOR PLAN VICINITY OF BEDROOMS,ON THE LOWEST MIN. 4" FROM ENDS DETECTOR PROVIDED WITH DRAIN PANS PRIOR TO GON5TRUGTION. DO NOT 5GALE DRAWINGS. DIMEN51C SHALL B2 � 3 DE51C6NED BY TRU55 ENGINEER GLAZING FLOOR LEVEL CONTAINING BEDROOMS. FABRICATION. PRIOR TO STAIR FROM TOP BOTTOM, �p SMOKE DETECTOR BE CAL(ULATED AND NEVER 5GALED UNLE55 OTHERWISE NOTED. o FABRICATION. COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WOOD ROOF TRUSS SPECIFICATIONS: I6-2"GABLE WIDTH lie- bxb P.T.P05T WITH INSTALL ICE d WATER SHIELD PER NOTE: 5/8 INCH THICK ROOF SHEATHING IS TO 4 0 5IMP50N BG52-3/b P05T 18'-0" HIP WIDTH z MANUFAGTURER'S 5PEGIFIGATION5 TO MAINTAIN BE USED, WHEN ROOF TRUSSES ARE SPECIFIED -IN. GAP ANCHOR d 5IMP50N w PRODUCT WARRANTY AS THE ROOF FRAMING MEMBERS. ABUbb P05T BASE(TYP — — — — — — ? 8 - ALL COLUMNS) �r _ -_ (3T ZX_�PTZ�(RDER-_ - -_- - -�r V NOTE: ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING - - - APPLY ICE d WATER SHIELD IN FAIR WEATHER WHEN THE AIR,ROOF DECK LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN —DO^ — ( P IR91=R- A J �) O '� 0- AND MEMBRANE ARE AT TEMPERATURE5 OF 40°F(50G) OR HIGHER. PER SECTION 1605.3 OF THE BUILDING CODE. II'-0" PL HT. B2-5 I ' G N `Z�Q , I O (v N PRE-ENGINEERED ROOF 11'-0" PL HT. I 2 HR 5EPERATION I ssy/ I F- •N,� �" 0 `r Tw�,E5 PER TRV55 MANUF 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE , 12 12 „ I WALL PER UL#33b ( I 'o I ■� U > STRESS DESIGN: I-o q ' I-o N ;,r-,o `� I SEE DETAIL I/FW-2 1 � D (EQUATION 16-8) OR I OR I I I :E N N 5IMP50N STRONG-TIE D + L (EQUATION 16-9) NO 'R" MT5 5TRAPPIN6(LENGTHS VARY) D + S (EQUATION 16-10) I �� 1 ' I O iIIIm Z U �'� u� Q w r_ GONTINUOUS WALL 5HEATHIN6 TO D + .6W (EQUATION 16-12) � TNI I ( U = C, 2 TOP OF 1RU55 HEEL ix � V M ao D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) I F A 11'-0' PL HT. D = DEAD LOAD, L = LIVE LOAD, S = SNOW LOAD, W = xI i4 II'-O" H HT. B-5 + 12" HEEL HT. 1 II'-0' PL HT. HEEL HE16W VARIES-5EE TRU55 MMIN65 FOR Iry� I W/ 12 HEEL I I I + 12" HEEL HT. 0 ., ACTUAL HEEL HEI6WS LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30 �) — HE16HT u� " 64 a �� NOTE R q OF ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND I , I L - - - - - - -i lo-0H ALIGN FASCIAS 'J SPEED (101 MPH BASIC DESIGN WIND SPEED) IN I I ' 12 EXPOSURE CATEGORY B. I NOTE,"R" o Io'-l0"OVERHANG WIDTH `� 12 ' 12 I-0I q� q ( - - - - - - - - VARIES ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE RODE TRUSS BIRDER ROOF TRI155 BIRDER / OH. FOLLOWING DESIGN LOADS: I — q'-0"PL HT I `� Z \ TCLL 20 PSF PLUS UNBALANCED SNOW LOADING, WIND i/ /// / I rrh r I O � � ,///// / W/36 HEEL HT. � � � � J LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD — — — �� //// // (12'-0.WIDTH) o = _ _ - - UP LOADS AS REQUIRED BY ASCE7-10 , TCDL = 15 - &UTTER PSF, BCLL=10PSF, AND BCDL = 10 PSF. PROVIDE I'-o" F- 2 ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE — — — — / /// NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. 12 // / '� _ _ ___ - __ - _ __ OR r2 z 8'FASCIA BD �2-�{- � � q // / ��/ — — — _ — � — — II z JL TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD 12 // /// / / q�— o j/ oYERLA TRll55E5 \_111-01 PL HT r - O DEFLECTION OF THE LESSER OF L/360 OR .75". I I I / / /j/ - -, w Ln TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ( `n `i I I / // / / r 1 I I b" F- e_ CY� VENTED VINYL SOFF ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR 7 �`� / // j/ /// T I_ OH. z V J TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL WALINT.BEARI G TRAY GEIL. ////// ////j/j; I III I 1 INCLUDE THE FOLLOWING INFORMATION: �- -BEL N� 1. DEPTH, SLOPE IF ANY), SPAN, AND SPACING. ( I 2. LOCATION OF ALL JOINTS. OR 0 I I ///// //j/ �GHED ARE INDICATES 3. REQUIRED BEARING WIDTHS. / / // /TION OF FIRE RATED J / // LEADER TO DRYWELL- TY 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. I - / / // � WALL SHEATHING INT.BEARING 4.2. TOP CHORD DEAD LOAD. / / „ WALL BELOW 4.3. BOTTOM CHORD LIVE LOAD. I / / j/ 0 FROM CENTER OF 12 FLUSH ROOF' 4.4. BOTTOM CHORD DEAD LOAD. I I I — — — — / jjj�,� -L EACH SIDE T a I— (1 O 4.5. CONCENTRATED LOADS AND THEIR POINTS OF FLUSH OOFS J CARRY 2-HOUR FIREWALL -% `/%/j// % j///j I I ., APPLICATION. TO THE UNDERSIDE OF THE / w 4.6. CONTROLLING WIND LOADS. �, H16HE5T ROOF SHT6. // // l 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR - �I I Nps MRS I II'-0" PL HT. U 1 — — — + 12" HEEL HT.DETAILDESIGN VALUES FOR CONDITIONS OF USE. /� -- // / - / II r � 6. EACH REACTION FORCE AND DIRECTION. I `' — — .//// // ++ s i�__ JI I I I m 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, I I /// / j/' I I °°I °° S� I�� I I 12 ❑ w NOT TO SCALE s / !% / / /z - B 2 .4 THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION ( — // "�/// / - - - - O OF EACH JOINT CONNECTOR EXCEPT WHERE — - — — — — -o �/ /// / j`/ /f - - I �` L_ 11 SYMMETRICALLY /may, j� -I I I I II LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 RIDGES TO I� JL ALIGN FASCIAS r , ��' GA MIN THICKNESS GRADE A GALVANIZED STEEL �� 'R" ' Alm I ( I t }GENE / I I I I I v INSTALL HALF OF PLATES. I F / TRU RIDGE W/VENT I I I _ L J FASTENERS EACH -7/ / Y ! I - II I I'-O" PL HT. Q oma' 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH END OF STRAP 12 � — — MEMBER. q ( / — — / / // / -I�, + 12" HEEL HT. o e I I ,�/ /. I ° 9. CONNECTION REQUIREMENTS FOR TRUSS TO � GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD II'-0" PL HT. , \ // / � jy SPLICES. I I — — / / j/ �' - - - -u- - -� I< _ z 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. // 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS 'fG' /////// ) //jj/ ALI6N RIDGES r �-1 MEMBERS. s /// /// / / ° ° / / // // / � TRU55 RIDGE W/VENT 1 ��\e I OH o ° ° may 12. REQUIRED PERMANENT TRUSS MEMBER BRACING " I L // / _ _ _ _ -TIE N6 LOCATIONS. // /// / r o I-0 �// /// o OH. (3)'2X6 P05T / / / /' n r\ _ - �/j//// . j/ j/ I I 1 I _ I �" -_ _ - I I 12 1 CL TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITHLE °o ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND — — FLU51 C �/. /.1 II _)) - I 51MP oNSTRa�-TIS MANUFACTURE OF METAL-PLATE-CONNECTED WOOD — — — — �1 � � //j/ �/-/f,/� J �n' _ _ _ - - � _ _ -I I ROOF TR65 GIRDER 14r55TRAPPIN6 TRUSSES SHALL COMPLY WITH ANSI/TPI 1. THE TRUSS ��Q I I �� -� I / // //'� - - - - - -� - - s I4-10d DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY / // I _ _ _ i _ _ _ _ _ _ _ J_ _ frorAL) A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF � NL - � -- � / � f— - E - - - - °_ NEW YORK. "o ROOF TRUSS DESIGNER TO ADJUST HEEL HEIGHTS, I N USE IN COMBINATION ONLY DETAIL _ I �— ss 1 , �, , ° 1 coo r 04 OVERHANGS, AND ROOF PITCHES SO THAT FASCIAS AND I I'' I t1, I -L �// // �. j/ // -J� ( I Q N N N M h r04 u; ,, ►- -I I /// //'I I �� N N fM m RIDGES ALIGN AS SHOWN ON ELEVATIONS AND SECTIONS. _ — 1Z o 12 /jj//j/ I/////jj/ � I I ( i II WHEN 5TUD5 AND�RAFTER5 * TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH , +/- I I +/- I I ///j j/ /j///j//, _H _ _ - _ THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT —I ( IIII II DO NOT ALIGN NOT TO SCALE / // / // 49 " /// /// // /// ( I V I I-0 PL HT. WOOD MEMBERS CLAMPED IN RIGID FIXTURES DURING bxb P.T.P05T— B2 -4 i ASSEMBLY TO INSURE TIGHT FITTING JOINTS. WITH 5IMP50N I //// /jj// / I I� 'I I L _ _ _ J - + 12" HEEL HT. * TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER BG52-3/b I� — // ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. P05T GAP -�- oa - - - //j%/ / %I I I I I r ANCHOR d �C // / / / I I I I I II I z THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND - I — I �// // / // ' I I I 0. 5IMP50N o /// // j j/ / I I „ ► I m a g METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR ( / // / // NO "R No R 1 n 6 z co cn co N a ABUbb P05T I //./ // // / 1 I z z z 0 z z , Of SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN L , /// // / �I 1 _0 0 o F o_ o z J ui BA5E(TYP- if-on / /j/ / // /// b" I U III _ DESIGNED AND INSTALLED TO PREVENT ROTATION ANDOH.-"' I I // // // // 'l-'I ' I `� �' `� PROVIDE LATERAL STABILITY IN ACCORDANCE WITH �-C'°1�MN5) N / ///// % OH. e" :I 1 _ _ _ �,� III w N 3 ACCEPTED INDUSTRY PRACTICE SUCH AS THE SBCA /// // /// ,8" ( e" I I I ! SIDEWALL ABOVE / // , I , , I BUILDING COMPONENT SAFETY INFORMATION (BCSI) GUIDE II'-O" PL HT. / ///j,/ // 12 12 OH' 12 12 LOWER ROOF - TO GOOD PRACTICE FOR HANDLING, INSTALLING & / i%///j// Vj�///j / 12F �I I 12F--X12 ( I - - N BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. �� y I- - - - - - - - - - - -� I * NL ss /j// / / //j / I I I 11 I�I � I I N PROVIDE APPROPRIATE CONNECTOR AT BEARING POINTS � ( .- _ OF ALL ROOF TRUSSES TO RESIST UPLIFT LOADS SHOWN NOTE: INTER5EGTING ROOFS I 2 HR FIREWALL BELOW ROOF ON TRUSS DRAWINGS. o= // // ✓/ - ^ II - " WEAVE ROOF 5HINGLE5 AT I I I I CARRY TO UNDER5I0E OF -' o NOTE 'R" / / tK 3 8 5'-ON 3 S * B - I 20'-3'HIP PL HT / / o III TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, I -� i/ // / // I NO R 1,... INTERSECTION OVER ICE 5HIEI D I HI6HE5T ROOF 5HEATHIN6 - B2-5 11-0 PL HT. - - - - - - - I - - - - - -- - - - - - -i T // DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY I'-o" - - - - - - = -- - - - - - - - - - -w j/// /j///j/ - I I I I I) I w MEMBRANE - CARRY MEMBRANE MIN. 24-1 I I TMP WITHOUT THE APPROVAL OF A REGISTERED DESIGN oH. I I // // 1 N OUT IN ALL DIRECTIONS OF = / - - I CD N PROFESSIONAL. II o = ;� /// / //L 'j/ -cv ' -cy I (�I I I a INTERSECTION THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS L- u ° '// /// / /j///j - - I L = ( I O m NI/ - NL // // z AND METHODS OF ERECTING THE TRUSSES. THE j///j// // /j//�i i Q i I W w z 1 1 1 w< CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY 10-0HIP WIDTH /// / Y/ /j j// m I i I > Y W< ( I W BRACING HAS BEEN DESIGNED AND INSTALLED FOR THE -i //// // �/ _ _ _ _ _ _ _ _ L -� I I I w w (� b-q PL HT. 12 12 ANDER51EN 244b DH + / / 7` - - a = W I INSTILLATION OF THE TRUSSES. I 0 0 p ( I ABOVE FLOOR 10.53 NI 10.53 I IN GABLE END WL ///// // / // / ROOF ROOF TRU55 L RO: 2'-4"X 4'-b' '//// / ///% f I I ( I 9 BIRDERS UNDER 1 I „ 4 o KGs j DORMER WALLS I I 101 HEEL HT. w PL HT. O " 1 I I 5IMP50N HGP HIP 5EE PLAN OH. vQ,P RAFTER, "� '� o %//j j (0'-0" PL HT. I I `- TT I I ALIC7N—/ CORNER TIE '' Np \'AS. ' / + 12" HEEL HT. FA56IA5 " 1 1 12 � 12 1 I „ ❑ 21-0" q q 2-0 x 51DEWALL ABOVE LOWER `� 12 12 �<< 1-p" III-011 PL HT. OH. I I III OH. ROOF 10.53 10.53 FLUSH ROOFS ,_„ PL HT. ° 111-0" PL HT. L I— —1 OH. q'-O" FRONT 6ARA6E I BA 5 +1 HEEL HT. I I I z m ui WALL PL HT.ABOVE = OH FIRST FLOOR L_L- _ u� ........ ............. ............................... 'z Qm= W M55 RIDGE YJ/VENT I o o U �SCEREp koBER C�Cy/ EXTERIOR WA UNIT 34 UNIT 33 (15T PORCH T DETAIL X �� 4 ( �2 HR SEPERATION ) y ROOF WEAVIE WALL PER UL#33b � Z 3 AREA OF ONE ROOF - , TOT- PLATE HIP I- BUILT OVER ANOTHER MODEL B-2 (MAGNOLIA) A ( SAIL I/FW-2 MODEL B- 1 (INKBERRY) 62-5 . DETAIL NOT TO SCALE B2 -4GONNEGTION 2 -4 yQ6 U'�►lg� GUTTERS $ LEADERS INSTALL IGE AND NOTE R: 6023 ALL GUTTERS t LEADER5 SHALL BE BAKED WHITE ALUMINUM .032 NOTE 0: NOTE 5: PRE-ENGINEERED ROOF UNIT 3 3 UNIT 34 DUET CLUSTER Q 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 TRUSSES W/ 12 MIN. HEEL MANUFACTURE'S ROOF TRU55E5 @ 24" O.G. HEIGHT5 (U.O.N.) ® 24" O.G. a RELATED 8� REQUIRED AGGE550RIE5. LEADER5 SHALL BE MIN. ROOF TRUSSES ® 24" O.G. B2 � 4 SPEGIAIN PRODUCT TO DESIGNED BY TRU55 ENGINEER DESIGNED BY TRU55 1/4 =1 -0 (MODEL B- 1 15 ) (MODEL B- 2 ) ROOF PLAN2 x3 , .02'7 GAUGE W/ GLIP5 $ ANGHOR5. CAULK 4 SEAL ALL DE5I6NED BY TRU55 ENGINEERz MAINTAIN PRODUCT � JOINTS. PITCH GUTTERS MIN. I/8"/FT. PROVIDE P.V.G. RECEPTORS � O 8" ABOVE GRADE TO RECEIVE LEADER5 (CLOSED GAP DE516N). HARRANN ENGINEER w o COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED OPTION#I • DESIGN ��\\4I �\\qI®o �� 2020 NYSBG SECTION lObb-EXCEPTION 4: 4S"MIN 48" MIN 1 �! 1 �! 2 HOUR FIRE RATED RE515TANGE WALL A55EMBLY MAY TERMINATE OPTION#2 SECURE ROOF SHEATHI%TO G-RUNNER TRACK W AT UNDERSIDE ROOF SHEATHING IF FIRE RETARDANT TREATED 2020 NY5BG SECTION W cc '' 5HEATHIN615 INSTALLED FOR A 015TANGE OF 4'-0'ON BOTH SIDES 706.6-EXCEPTION 4:' 2"G-RUNNER TRAGK2"-CAULK FOR OPTION#1 r'�1 WALL RATING - 2 HR. SMOKE T16HT JOINT OVER OF 2 HOUR FIRE RATED RESISTANCE WALL ASSEMBLY �' 2 HOUR FIRE RATED RESISTANCE OPTION#2 O '� (� FINISH RATING - 120 MIN. WALL ASSEMBLY MAY TERMINATE AT METAL EDGE FLASHING U 16 STC RATING - 61 (S]E]E ITEM �� 48 48 THE UNDERSIDE OF ROOF NON-RATED 5HEATHIN6 PROVIDED THE ROOF 15 5EGURE WALL 5HEATHING TO TYPICAL ROOFING Z V C r 2 PROTECTED WITH 5/8"TYPE 'X" G-RUNNER TRACK ROOF TRUSS O rn m 115 GYPSUM BOARD DIRECTLY BENEATH ` XTHE UNDERSIDE OF ROOF SHEATHING U AND 15 SUPPORTED BY 2'LED6ER5 DFINNINNI �ti .-� ATTACHED TO THE 51DE5 OF ROOF RAKE BOARD-TYP � p N 2' H STUD TRACK AN - _ - -- - - - -- y a_�z _ FRAMING FOR A MINIMUM OF N.. DISTANCE OF 4-0 ON BOTH 51DE5 ------ - x --- - x Z a, Lo J IU T OYER OF SMOKE TI H OPTION #2 2 HOUR FIRE RATED RESISTANCE TYPICAL SIDING L ---- - - O U W M t�� ..,.... ....., ........ .j:.. ... ................................... ROOF 55E5®24"O.G. WALL ASSEMBLY.ALLOW No HIDDEN METAL FLASHING: •:ti••i ;•w •,•••� •• e 2 TUDS CONTINUED TO IDE __ . j.__.,.,.,...,..., „»,.,..,..,..,....,•.,..,,.... OPENINGS IN ROOF WITHIN 4'-0"OF 2 12 VERTICALLY # 12 HORIZONTALLY cfl to : _....._-......_......._ - -•--_... _y-. ............ -..........:. _ . :---�t__... s...:�..._::_-;T -_ R OF SHEATHING HOUR FIRE RATED RESISTANCE WALL ❑ U M o 2x4 LEDGERS W/ Cn I AI 5PAGE EA. SID ASSEMBLY EACH SIDE.MINIMUM OPTION#I OPT.#2(TYPJ &MEN; .,� " CLA55 B ROOF 5HIN6LE TO BE (� i r'• 1 !. _.t>I.A.. ---- _ �r. tip_�f..:...___ ...w..........._ i_ _.i INSTALLED OPTION#2 z 2"x2"x2 Ys"LONG = � ....r f{ • "., -�.. ..._...._.__ .063 U56 ALUMINUM BREAKAWAY CLIPS ;.,..... ._ 3�4" ASR SP, t: f.._,,, --� '�•...r' •, L INSTALL�'TREADED PLYWOOD 5FfT6 / FOR MIN 48`OUT, IF OWER ROOF 15 ROOF b-'• CYP. BD. OR MINERAL LE55 THAN 30 BELOW H16HER ROOF 1 5 ' WOOL FIRE BLOGKI SHEATHING TO •""' TYPICAL ROOFI%�_ Ile .ON ��' a L�i.ATI' �.'�►i 1 3 ��2„ �R_�3� jATT ASW CLIPS OR O�o3 USS - ,_ .063 U55 ALUMINUM Z k'Xr()�',I:] 1 f:?�1RE F;i......... _ ...._---� ............._......__.... .._.._..� ,. I„ AIR SPADE xJ Lx x� �` ~ DOUBLE H-5TUD TRACK I'AIR SPACE I'AIR SPACE k 41 f'"`� SCREWED BAGK TO BACK rY y t y 2 ; i "� -~, ? (21YPE X SHAFTLINER, TER"FPROOF ARD ~ f' ! + 11 . II In'GYP.BD Z DOUBLE H-5TUD TRACK 5GREHED FILL I CAVITY AT FLOORS AND INISH N a.. ... ._ ' ` ...-._a_-------N._,,,,,,�r 0 BOTH _ �_ _ BACK TO BACK CEILING W/GYP.BOARD OR MINERAL BOARDS 1^V FI F O f1. ... . .... -«..-w»«ww .-.ww "Y L.. _r SIDES AND EDGE5 . :.............._............. .f -" - ,W,• WOOL FIRE BLOGKIN6 U ,~ IN AIR 5PAGE " W Ln :. :.::.;;.:.::::.. ' ._ ........ ..... Y.. r .- 2 H-STUD TRACK .. ... �-`.'.._ ... "` �:..� ..... � :.�:�::::.:�•.. ..l�.....»..! (2) PIECES G.P. TOUCHROGK 111 �.3 <_x. ............._... }_L_.. _........... :;_,..'.:-�__ . . "....... ....... _ FIREGUARD TYPE IIXI SHAFTLINER, O C� i ;:i 1�^ _y :_ Y WATER PROOF BOARD5 W/ Z A ��: .•,` . 1_ 2x4 P.T. SILL PLATE T ._.-.,.) ,;, FIBERGLASS FINISH ON BOTH SIDES ❑ v .. ,a~ ...___._. �� _......,. . '' .... _... �.,,. t x....::...........�► AND EDGES FIRST FLOOR =: »....._....... 3W }SIR SPA,C°�: .% % ,t �,r SSA*��fr � 3/4" T4 055 W rl 5UBFLOOR- 6LUED -`' �•• ,,. ; ; `f 56REWED - RUN RIM J015T PER FLR J015T MANUF. OPTION#I w. 2020 NY5BC SECTION 10bb-EXGEPTION 4: CONTINUOUS BETWEEN • t°ti J015T5 PER PLAN FILL I"CAVITY AT FLOORS AND CEILING W_,/ �F TRUSS 2 HOUR FIRE RATED RESISTANCE HALL ASSEMBLY MAY P� .�` :' ; CONFIGURATION I. PLATES AT EXTERIOR V`.a�. '' 6YP.BOARD OR MINERAL WOOL FIRE TERMINATE AT UNDERSIDE ROOF 5HEATHIN6 IF FIRE RETARDANT WALL (2) 2x4 P.T. 51LL PLATE BLOCKING A63 USG ALUMINUM TREATED SHEATHING 15 INSTALLED FOR A DISTANCE OF 4'-0'ON �'�l:tk 'i�t}• �'f�1 EER:i1€TL '`'y BREAKAWAY CLIPS p w r;;i (�SF.E)T(• '� WALL A55EMBLY r,.r_ BOTH SIDES OF 2 HOUR FIRE RATED RESISTANCE " - ....._................�..........._�... -._ ._ . .._....._.... '. _ A - 511 II ii (R 13)CLOSED CELL SPRAY FOAM INSUL ~'y ` '" 8 � ANCHOR EOLT5 (14 LONG + OPTION#2 W AIR S11ACE ,...,,. AIR SP,.'1CC,.•«.'•„-•-: }•. -� ►�. - - A[R SPACE ALONG IN51DE FACE OF FND.HALLS-FULL HT 'r:: a 3" HOOK,8" MIN EMBEDMENT) OR - cn ` ° W/311,/211X11 2 HOUR FIRE RATED RE515TANGEEHALLNA55EM13LY MAY TERMINATE AT OR DRAPED BLANKET 1NSULATI°N a = N 2 HR FIRE RESISTANCE /,� - -. -. ..- _ Y., ..;. Z; O RATED `� ADHESIVE A 2411 0 THE UNDERSIDE OF ROOF NON SHEATHING PROVIDED THE ROOF : �.. 4 L`z ,,L:{ ,€.. . !.' s„:�,= WASHER PL ®24 OIG. { ;': (1)#4 HORIZ.REBARTHE a a 15 PROTECTED WITH 5/8'TYPE 'X"GYPSUM BOARD DIRECTLY BENEATH ❑ . # _ RATED WALL ASSEMBLY DETAIL OF ROOF SHEATHING AND IS ` W p ' t ;t ! ifs �; ►'1 �; iati (1) 4 HORIZ.REBAR® MID BASEMENT SUPPORTED R 2 '``t ;i " fi..,• *...�ti. f f ',' ,: i a � �,' ! ,. M RATED HEIGHT OF WALL STORY ° 4 OF DD6IEST�ANGE OFF4'-0ONN 130TH DES OF 2 HOUR MING�FOR A MINIMUM "� 1^�;' ` 1 a'• �-*'`. a FW2 RESISTANCE WALL ASSEMBLY.ALLOW NO OPENING IN ROOF WITHIN ' 3.�1 .�.1--� *,, �;.�:, i ,t';';> 1 ,,.}�•f.,�_a--.P I N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOCATIONS : f �,:ti ' ' �&• r/? ; 4-0OF 2 HOUR FIRE RATED RESISTANCE WALL A55EM13LY EACH "'� 12" FOUNDATION WALL ON 24"x12" TYPICAL BASEMENT SLAB U GLASS B ROOF SHINGLE TO BE INSTALLED. P.G. FOOTING « cn ,,ir.• 4 P.G.SLAB(MIN.2500 PSI SIDE.MINIMUM 1+.' ��,,i". 11 ''„ , � L:,_.._. ,, .v ..i,l..�:' 1 'i '^`a4 y�."y•3'+,.�M1`-. is>t d. Q° µXN:;�, �iONG) FNNNNNNNI f oob MIL POLYETIELENE STG RATING OPTION#1 VAPOR BARRIER 2020 NY5BG SECTION 706.6-EXGEPTION 4: (n U%BROCHURE 5A100 (FIRE RE515TANT TAMP t PILL TO a5%DENSITY 2 HOUR FIRE RATED RESISTANCE WALL ASSEMBLY MAY TERMINAD AT H � i-� �' - . �; � �•�: - '�' � �!f�r��; r � _,_t� : ° .. a a � OPTION#2 ASSEMBLIES) , ° PAGE 22 (AREA SEPARATION WALL 1 " 2020 NY560 5EGTION 70bb-EXCEPTION 4: W ° n � UNDERSIDE ROOF SHEATHING IF FIRE RETARDANT TREATED SHEATHING Z 15 INSTALLED FOR A DISTANCE OF 4-0 ON BOTH 51DES OF 2 HOUR •,�. `a;, �'�'�'•`•; ° 2 HOUR FIRE RATED RESISTANCE WALL ' �-- ;- '!i 1. =;\` a SYSTEMS) FIRE RATED RESISTANCE WALL ASSEMBLY ,....._,..,,.•b .4 a A55EMBLY MAY TERMINATE AT THE D a 4. TE5T#UL DE5 U341 d UNDERSIDE OF ROOF NON-RATED UO 4-8" 48" 5HEATHIN6 PROVIDED THE ROOF 15 HORIZONTAL #4 a ° °'. AGOU5TIGAL PERFORMANCE = 5TG 60 PROTECTED WITH 5/8'TYPE 'X"6YP5UM 0 4 E TE5T#RAL-TL-55-350 BOARD DIRECTLY BENEATH THE BASED ON 2x4 FRAME WITH MIN. 3° UNDERSIDE OF ROOF SHEATHING AND IS MINERAL WOOL BATT AT EACH SIDE SUPPORTED BY 2'LEDGERS ATTACHED TO SEPARATION WALL: (Max Height; - 66 ft) SECTION 1206.3 OF 2020 NY55C- HALL-5, THE SIDES OF ROOF FRAMIt�FOR A 2 HR FIRE RESISTANCE PARTITIONS AND FLOOR/GEILING 2' H STUD TRACK AN MINIMUM OF DISTANCE OF 4-0ON BOTH I. Floor, Intermediate or To Wall -- 2 in. wide channel Shaped with I in. Ion logs formed from No. 25 M56 alv Steel, secured with Suitable OPTION #2 SIDES OF 2 HOUR FIRE RATED RESISTANCE Top p g g g ASSEMBLIES SEPARATING DWELLING CAULK K 1=0R SMOKE TI H WALL ASSEMBLY.ALLOW NO OPENIN66 IN fasteners spaced 24 in. OG. RATED WALL ASSEMBLY DETAIL 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 olv steel having "H" -5ha ed flan ed Spaced 24 in. OG; overall depth 2 in. and PUBLIC OR SERVICE AREA5 SHALL HAVE 2 TUD5 GONTINUED TO U IDE ROOF TRUSSES® 24"O.G. RE515TMGE WALL A55EIMBLY EACH SIDE. r n g 9 p g p P flange width I-3/8 in. N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOCATIONS F1"� A 5TG OF 50 OR MORE. 5HEATHIN6 MINIMUM GLASS B ROOF SHINGLE TO BE INSTALLED. Q N N N M t� m N a<i 3. Gypsum Board* -- Two layers of I in. thick gyp5vm 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 1" I SPACE EA. 51D o � N N M M f into "H" -shaped studs. TEST #RAL-TL-88-350; STC = 60 G6G ING -- Type 5LX. TYPIGAL FRAME WALLS (2) PIECES 6.P.TOUGHROGK IN UNITED 5TATE5 5YP5UM GO -- Type 5LX FIREGUARD TYPE "X"SHAFTLINER, GYP. BD. OR MINERAL U56 MEXICO 5 A DE G V -- Type 5LX. UNRATED HATER PROOF BOARDS H/ WOOL FIRE BLOGKI co WINDOW FIBERGLA55 FIN15H ON BOTH 51DE5 g g PROTECTED WALL: (Bearin or Nonbearin Hall) �D EDS ASW CLIPS OR D(3 USCF rri CO) a. co � a 9 9 ALUM ANGLE CLIPS o 2 0 F O o Z F� w Z Z Z O Z Z co N Z��6UW�? � r_1__ 2 HOUR FIRE RATED RE515TANGE I„ AIR SPADE V5 W c ; (0 rn a a oma, 4. Wood 5tud5 -- Nom 2 by 4 in.. max Spacing 24 in. OG. 5tuds Gross braced at mid-height where necessary for Glip attachment. Min 3/4 in. _ WALL ASSEMBLY SHOWN HATGFED DOUBLE H-STUD TRACK It � W J w x N 3 separation between wood framing and fire separation wall. SCREWED BACK TO BACK w °� °� 4A. 5teel 5tud5 -- (As an alternate to Item 4, nat shown) -- For Bearing Wall Rating - Corrosion protected steel studs, min No. 20 M56 2020NYSHG,065fmZWALGOMMUITYI DOUBLE H-5TUD TRACK 5GREHED FILL IN CAVITY AT FLOOR5 AND N �i�SS To m�� BACK TO BACK CEILING W/GYP. BOARD OR MINERAL (0.032q in., min bare metal thickness) steel or min 3- 1/2 in. wide, min No. 20 656 (0.036 in. thick) goly steel or No. 20 M56 (0.033 in. thi(k) WOOL FIRE SLOGKIN6 primed steel, cold formed, shall be designed in accordance with the current edition of the Specification for the Design of Gold-Formed Steel �, IN AIR 5PAGE Structural Members b the American Iron and Steel Institute. All de5i n details enhancing the structural integrity of the wall a55embl , including ��`�D 2" H-5TUD TRACK 5TG RATING, y g g g y y g wlNDow 1 2020 NY5BG 5EGTION 106.5 (2) PIEGE5 G.P. To the axial design load of the studs, shall be as specified by the steel stud designer and/or producer, and shall meet the requirements of all „ „ U56 BROCHURE 5A100 (FIRE RESISTANT EXCEPTION #2 FIREGUARD TYPE X SHAFTLINER 2x4 P.T. SILL PLATE H applicable local code agencies. The max stud spacing of wall assemblies shall not exceed 24 in. OG. 5tud5 attached to floor and Ceiling WATER PROOF BOARDS W/ ASSEMBLIES) Z UNSPRINKLERED BUILDINGS: 6ARA6E PACE 22 (AREA 5EPARATION WALL W tracks with I/2 in. long Type 5-12 steel screws on both sides of studs or by welded or bolted Connections designed in accordance with the FIRE RETARDANT TREATED FIBERCLA55 FINISH ON BOTH SIDES 2 A151 s ecifications. To and bottom tracks shall consist of steel members, min No. 20 M56 (0.032q in., min bare metal thick:nes5) steel or min 5HEATHIN6 To EXTEND 4'-0" ON 2020 NYSBG SECTION 706.5 AND EDGES UNEXCAVATED TYPICAL TE5T#UL 0 c� p p TEST#1JL DE5 U341 O r T 1 m EXCEPTION #3 1+i No. 20 656 (0.036 in. thick) gaily steel or No. 20 M56 (0.033 in. thick) primed steel, that provide a sound structural connection between BOTH 51DE5 OF 2 HOUR FIRE GARAGE SLAB steel studs, and to adjacent assemblies such as a floor, Ceiling, and/or other walls. Attached to floor and ceiling assemblies with steel RATED RESISTANCE WALL BUILDINGS EQUIPPED W/NEPA 13 OR *4'PG.SLAB(MIN.3500 P51 GONGJ w °w ° REINFORCED WITH bxb,to/lo HWM. ACOUSTICAL PERFORMANCE = STG 60 ] Y g g ASSEMBLY AND OFFSET HALL NEPA 13R SPRINKLER: ui a 4 .a «TAMP E FILL TO q5�DENSITY TEST#RAL-TL-88-350 W w fasteners spaced not greater than 24 in. O.G. studs cross-braced with stud framing at midheight where necessary for clip attachment. Min 4'-0" MIN. 4'-0" MIN. FIRE RETARDANT TREATED SHEATHING (I)#4 HORIZ.REBAR ° «SLOPE sARA6E SLAB DOWN 2" BASED ON 2x4 FRAME WITH MIN. 3" � � o 5/41n. Separation between steel framing and area separation wall. Finish rating has not been evaluated for Steel 5tud5. AT 2 HOUR FIRE RATED RESISTANCE TOWARDS 6ARA6E DOOR Z p g p g MINERAL WOOL BATT AT EACH SIDE 2 HR FIRE RESISTANCE HEIC- A55EMBLY END 8" WIDE x FULL 4B Steel Studs -- As an alternate to Items 4 and 4A, for use in Configuration B only, not shown) -- For Nonbearing Wall Rating - Channel a� SECTION 1206.3 of 2020 NYSBc- WALLS, con 4 Shaped, fabricated from min 25 M56 corrosion- rotected steel, min 3-1/2 in. wide, min 1-1/4 in. flan e.5 and 1/4 in. return, Spaced a max of 24 HEIGHT N 2 HOUR FIRE RATED a II II PARTITION5 AND FLOOR/GEILIN6 W p P 9 P RESISTANCE WALL ASSEMBLY I �, � �� A55EM5LIE5 SEPARATING DWELLING UNITS 0 in. OG. studs to be cut 3/8 to 3/4 in. less 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 5ERVIGE AREAS SHALL HAVE A 5TG OF 50 max. 5tud5 Gro55-braced with Stud framing at midheight where necessary for Clip attachment. Min 3/4 in. separation between steel framing and N.T.S. OFF-SET EXTERIOR WALLS Fi'D a OR MORE. w area separation wall. Finish ratting has not been evaluated for Steel Studs. (1)#4 HORIz.REBAR® MID ° 9 5. Gypsum Board -- Classified or Unclassified -- Min 1/2 in. thick, 4 ft wide, applied either horizontally or vertically. Gypsum board attached to 2 HOUR FIRE RATED HEIGHT of WALL STORY a PROVIDED STG=60 i= ;: TYPIGAL FRAME WALL a 1"m ANCHOR BOLTS(14" m RE515TANGE HALL A55EMBLY studs with I-I/4 in. long steel drywall nails spaced S in. OG. Vertical Joints located over studs. (Optional) Joints covered with paper tape and � LONG+ 3" HOOK,8' MIN � � J 5HOHN HATCHED ° EMBEDMENT) OR ADHESIVE Z joint compound. Nail heads cove-red with Joint Compound. a NOTE: UL #336 EXCEEDS CURRENT FIRE GORE c� 1 6. Attachment Clips -- Aluminum angle, 0.063 in. thick, 2 in. wide with 2 in. and 2-1/4 in. legs. Clips secured with Type 5 screws 3/b in. long to UNIT UNIT I2" FOUNDATION WALL ON 24"xl2" ANCHORS H/3"X3'X4' 5TANDARD5 AND REDUGE5 SOUND TRAN5FER cn WASHER PL ® 24" 0/G. -:. .. "H" studs and with Type W screwls I-I/4 in. long to wood framing through holes provided in clip. UNRATED WINDOWS P.G. FOOTING BETWEEN UNITS W0 �S�EREpq� 6A. Clip placement (Item 6) for separation walls up to 23 ft high. 5pace Clips a max of 10 ft OG vertically between wood framing and "H" AND DOORS �°B Rrey 5tUd5. ° .a :^� fi Pm 6B. Clip placement (Item 6) for separation walls up to 44 ft high. 5pace Glip5 as described in Item 6A for upper 24 ft. Remaining wall area ,,,, •. Z -, below requires clips spaced a max 5 ft OG vertically between wood framing and "H" studs. &EM I Item 6A for upper 24 ft. 5 ace cli 5 a5 HORIZONTAL #4 6G. Clip placement (Item 6) for separation walls up to 66 ft high: 5pace clips as described in I m pp p p described in item 6B for next 20 ft. below the upper 24 ft. Remaining wall area below requires clips spaced a max of 40 in. OG vertically , 44, �` 3R o �- between wood framing and "H" studs. 8 UNRATED SIDING (TVP) 4 ❑ O 10 EW 1. Non-Bearin Wall Partition Intersection -- (Optional) Two nominal 2 4 1n. stud or nominal 2 6 in. stud nailed together with two Sin. long " '- " UNITS 3 3 2020 NY5BG 5EGTION 106.5 EXCEPTION #3 O g p � �J g 9 4-0 MIN. 4 0 MIN. 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 IOd nails spaced a max 16 NUMBER in. OG. vertically. Inter5ection between partition wood studs to be flush with the 2 4 in. 5tud5. The wall partition wood studs are to be BUILDINGS EQUIPPED W/NEPA 13 OR NEPA 13 SPRINKLER. 2020 NY-930 SECTION 1065 EXCEPTION #2 2 HR FIRE RESISTANCE y p p FIRE RETARDANT TREATED 5HEATHINC AT 2 HOUR FIRE RATED UN5PRINKLERED BUILDINGS: (MODEL B- 1 15 ) 2016023 framed with a second 2 by 4 in. wood stud fastened with 3 in. long IOd nails spaced a max. I6 in. OG. vertically. Maximum one non-bearing wall RE515TANGE HALL A55EMBLY END S" WIDE x FULL HEIGHT OF FIREWALL FIRE RETARDANT TREATED 5HEATHIN6 TO EXTEND 4--o" 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 RATED WALL ASSEMBLY DETAIL 5 Q SHEETNUMBER 2 HR FIRE RESISTANCE HALL A55EM5LY 8� 34 (MODEL *Bearing the UL Glos5lfication Mork N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOCATIONS FW2 RATED WALL ASSEMBLY DETAIL 3 USG AREA SEPARATION WALL SYSTEM UL# U336; 0 Last Updated on 2010-10-21 N.T.S. AT FLUSH CONDITION B- 2 ) TEST #RAL-TL-88-350; STC = 60 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED