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HomeMy WebLinkAbout45850-Z -r __ SUFfaL oG Town of Southold 5/5/2022 y� P.O.Box 1179 0 W -C. 53095 Main Rd oy�o� ��o� SS7 Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43045 Date: 5/5/2022 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 74 Millstone Ln Unit 37, Cutchogue SCTM#: 473889 Sec/Block/Lot: 102.1-2-11 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/11/2021 pursuant to which Building Permit No. 45850 dated 2/26/2021 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single family dwelling with unfinished basement, covered porch, screened porch and attached garage as applied for. Unit#37 The certificate is issued to Rimor Development LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0091 3/1/2022 ELECTRICAL CERTIFICATE NO. 45850 4/22/2022 PLUMBERS CERTIFICATION DATED 4/4/2022 All Suffolk Plumbing Contractors Inc uthorized Signature FRI/( TOWN OF SOUTHOLD BUILDING DEPARTMENT M x TOWN CLERK'S OFFICE SOUTHOLD, NY dol � Sao 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#: 45850 Date: 2/26/2021 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 approval. (unit#37, B-2 model) At premises located at: 74 Millstone Ln Unit 37, Cutchogue SCTM #473889 Sec/Block/Lot# 102.1-2-11 Pursuant to application dated 2/11/2021 and approved by the Building Inspector. To expire on 8/28/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,911.60 CO-NEW DWELLING $50.00 Total: $1,961.60 Building Inspector OF SOUr�®l � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 ., • sean.devlin(D-town.southold.ny.us Southold,NY 11971-0959 COU�9�,��\ BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Rimor Development LLC Address: 74 Millstone Ln Unit 37 city:Cutchogue st: NY zip: 11935 Building Permit#: 45850 Section: 102.1 Block: 2 Lot: 11 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 50 Ceiling Fixtures 19 Bath Exhaust Fan 2 Service 3 ph Hot Water Gas GFCI Recpt 6 Wall Fixtures 3 Smoke Detectors 2 Main Panel 150A A/C Condenser 1 Single Recpt Recessed Fixtures 32 Heat Detectors 1 Sub Panel A/C Blower 1 Range Recpt Gas Ceiling Fan Combo Smoke/CO 3 Transformer UC Lights Dryer Recpt Gas Emergency Fixtures Time Clocks Disconnect Switches 33 N LED Exit Fixtures 11 Pump El Other Equipment: Fridge, Oven, DW, Micro, W/D, Septic Disconnect, 150A Panel 30 Circuit/22 Used Notes: New One Story Unfinished Basement Inspector Signature: Date: April 22, 2022 a S. Devlin-Cert Electrical Compliance Form Town F3aII Anne: i f� r�'' � '1 etennoae(G31)765-1802 54375 Main Road Fax(G;1)765-9501 q`n f 3 rJi `1 P.O.Box 1179 NY T1s• � 1'��-r• �_:...:r, � �. Southold,NI 11971-0959 riIf. BUILDING DE?ARTIIfEENT Date:— 4LI_,_�b� �- i�10. (Please print' Eo-Trod O Ie-aSe 7riIlf" so!dCr LISed in he water SLipply system contains less than 211-10 o i% nbeis Si;nature) worn to be.,oro Il2e this r� day a f---- --- 20 �- I A.NAFIORITA `'f/t-la ub e,Stata of New York r 9 oi 01FI636836a 1 Quglitied in Suffolk County �-} Commis obri -Nlotary Public;( ��--C`cninl APR - 5 2022 —� CONSENT TO INSPECTION the undersigned,gn , do(cs)hereby state: Owner(s)Name(s) That the undersigned (is)(are)the owner(s)of the preens i tie T wry of Southold,located at ' which is shown and designated on the Suffolk County Tax Map as istrict 1000, Section 0 9 ,Block• 0 ,Lot D 1 That the undersigned(has) (have)filed, or cause to be filed,an application in the Southold Town Buildipg Inspe tor's Office for the f llowing;, 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: a (Print Xley (Signature) (Print Name) Home Energy Rating Certificate Property_, HERS Unit 37-Model B2 Rating Type: Confirmed Certified Energy Rater: Michael Caruso Harvest Pointe Rating Date: 2022-04-09 Rating Number: 74 Millstone Ln Registry ID: . 044387850 Cutchogue, NY 11935 Estimated Annual Energy/ Cost Percent Cost HERS Index: 54 Efficient Home Comparison: 46% Better Use MMBtu Heating 50.7 $Cost 42% General information Cooling 0.7 $43 2% Conditioned Area 3080 sq. ft. House Type Townhouse, inside unit Hot Water 11.4 $217 8% Conditioned Volume 32538 cubic ft. Foundation Conditioned basement Lights/Appliances 22.1 $1267 48% Bedrooms 2 Photovoltaics -0:0 $-0- -0% Service Charges $16 11% Mechanical Sy/stem5 Features Total 84.9 $2647 100% Water Heating: Conventional; Natural gas, 0.69 EF, 75.0 Gal. - Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. Criteria Cooling: Air conditioner, Electric, 16.0 SEER. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 25.00 CFM25 2015 IECC UA-Compliance Ventilation System Exhaust Only: 170 cfm,'23.2 watts. 2015 IECC HERS ERI Programmable Thermostat Heat=Yes; Cool=Yes 2018 IECC UA Compliance ECCC New York State 2020 Building Shell Features Ceiling Flat R-37.7 Slab R-0.0 Edge, R-0.0 Under Sealed Attic NA Exposed Floor NA Vaulted Ceiling NA Window Type U-Value: 0.290, SHGC: 0.280 Above Grade Walls R-21.0 Infiltration Rate 1255 CFM50(2.31 ACH50) Foundation Walls R-13.0 Method Blower door 1255 CFM x 60 Min/Hr/32538 Ft^3 = 2.3 ACH @ 50 Pa Energy Testing Services, LLC. Lights and Appliance Features 1648 Locust Ave Unit E Interior Fluor Lighting (%) 0.0 Range/Oven Fuel Natural gas Bohemia, NY 11716 Interior LED Lighting (%) 100.0 Clothes Dryer Fuel Natural gas 631-244-9333 Refrigerator(kWh/yr) 623 Clothes Dryer CEF 3.93 Dishwasher(kWh/yr) 269 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: . REM/Rate-Residential Energy Analysis and Rating Software v16.0.6 This information does not constitute any warranty of energy costs or savings. © 1985-2021 NORESCO, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. Energy Testing Services 2022 Combustion Safety Testing Form Certified Home Address: 74 Millstone Lane City: Cutchogue Builder Name: Harvest Pointe Builder Tracking# Combustion Appliance Zone (CAZ)# of Location of this CAZ: Basement (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 2022-04-09 Outdoors Temp During Test: 50 OF CAZ Depressurization (NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: N/A PPM Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes❑ No Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: Heating'System Primary: Yes❑✓ No❑ Type: Furnace ✓❑Boiler❑Heat Pumper Other❑ t z Venting Type 3 Dra t S i_ P Rape Sin Lme CO CO. Efficiency FuelType Circler e) Pascal (Worst Case) atural (Worst Case (Natural), Rating:95.0 N❑✓ P❑O❑E❑ N❑N0M❑S_✓ N/A Pa. Pass❑✓ FailEl Pass❑✓_Fail❑ N/A ppm NIA Ppm Water Heater Primary: Yes ❑✓ Type: Standard Tank[✓LIndirect Tankless ❑ Size: 75.0 Style Common VentEl No n Instantaneous❑Commercial (See Note 5 below) (Gallons) 4 Stand Alone Q s z Venting Twe 3 DraftSip Mage Spillage(Nanrral) CO CO Efficiency Fuel Type (Circle.Tjpe) (Pascal); (Worse Case)'- (Worse Case) (Maturalf EF: 0.69 N❑✓ P❑O aE❑ N❑M❑✓ S❑ N/A Pa. Pass❑✓ Fail❑ Pass❑✓_Fail❑ N/A PPM N/A PPM Oven Oven is Electric or No Oven Exists Oven Range Hood Vented to Outside Yes_❑✓ No❑ Oven CO N/A PPM Ambient CO(During Oven CO Testing) N/A PPM t Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 2 Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE: If the Venting Type selected is M,no Draft testis required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. 4 Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) 5 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 Caruso Rater Number: 7960376 Rater Signature: Date: 2022-04-09 - - wrightsoft- Manual S Compliance Report Date: March 29,2022 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave;Bohemia,NY 11716 Phone:631-244-2627 Email:r.b.delfino@energytestingservices.com Project Inf• • For: Unit 37-74 Millstone Lane, Cutchogue, NY 11935 Cooling Equipment Design Conditions Outdoor design DB: 83.0°F Sensible gain: 12393 Btuh Entering coil DB: 75.8°F Outdoor design WB: 71.0°F Latent gain: 2499 Btuh Entering coil WB: 63.4°F Indoor design DB: 75.0°F Total gain: 14892 Btuh Indoor RH: 50% Estimated airflow: 600 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Generic Model: SEER 16 Actual airflow: 600 cfm 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: 10.07 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 ofACCA Manual S. wrightsoft" 2022-Mar-2914:37:07 Right Universal 2018 18.0.32 RSU20066 Page 1 ACCT\...mor Model B2 MAN JSD%Rimor Model B2 MAN JSD.ruP Calc=MJ8 Front Door faces: W • _ • _ PlansI _ Review • Form A C e for HVAC System Design •. • 15 Mar 09 AkWXl!a4gQft0tsdAmaka Header Information Contractor: Energy Testing Services LLC 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 No Duct distribution sketch: Yes No Home address(Street or Lot#,Block,Subdivision): Model B2(Magnolia), Entire House HVAC LOAD CALCULATION (IRC M1401.3) Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature: 10 *F Orientation: Front Door faces West Indoor temperature: 68 'F North,East,West,South,Northeast,Northwest,Southeast,Southwest Total heat loss: 28094 Btuh Number of bedrooms: 2 Conditioned floor area: 3299 ft' Summer Design Conditions Number of occupants: 3 Outdoor temperature: 83 *F Indoor temperature: 75 *F Windows Root Grains difference: 30 gr/Ib @50% RH Eave overhang depth: 15.0 ft Sensible heat gain: 14083 Btuh Internal shade: none E2V8 Blinds,drapes,etc. Latent heat gain: 2840 Btuh Depth Window Total heat gain: 16922 Btuh Number of skylights: 0 HVAC EQUIPMENT • ,1 Heating Equipment Data Cooling Equipment Data Blower Data Equipment type: Gas furnace ETuipment type: SplitAC Heating cfm: 600 umace,Heat pump,Boiler,etc, it Conditioner,Heat pump,etc. Cooling cfm: 600 Model: Generic Model: Generic Static pressure: 0.60 in H2O AFUE92 SEER 16+ Fan'a 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 .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-(TEL x 100) declare the load calculation,equipment,equipment sel- • • duct design were rigorously performed 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 wrightsoft, Ri ht-Suite®Universal 2018 18.0.32 RSU20066 Load Short Form Job: wrightsoft', Date: March 29,2022 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone:631-244-2627 Email:r.b.delfino@energylestingservices.com Project • • For: Unit 37-74 Millstone Lane, Cutchogue, NY 11935 Design Information Htg Clg Infiltration Outside db(°F) 10 83 Method Blower door Inside db(°F) 68 75 Shielding/stories 3(partial) /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 CIg AVF (ftz) (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 CL1 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 237 4065 2310 99 116 Dining area 198 2054 667 50 34 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -wrightsoft- 2022-Mar-29 14:37:07 >"...,..,,.�,,..,,.�...,m.,.., Right-Suite®Universal 2018 18.0.32 RSU20066 Page 1 ...mor Model B2 MAN JSD\Rimor Model 82 MAN JSD.rup Calc=MJS 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. wrightSoR- 2022-Mar-29 14:37:07 Right-Suite®Universal 2018 18.0.32 RSU20066 Page 2 ACM...mar Model B2 MAN JSD1Rimor Model B2 MAN JSD.rup Calc=MJ8 Front Door faces: W Pro ect Summar Job: Wlr'I J�1tS0ft- J y Date: March zs,2022 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone:631-244-2627 Email:r.b.delflno@energytestingservices.com Project • • For: Unit 37-74 Millstone Lane, Cutchogue, NY 11935 Notes: Design Information Weather: Suffolk Co.Ap, East Quogue(Islip Dd), NY, US Winter Design Conditions Summer Design Conditions Outside db 10 °F Outside db 83 °F Inside db 68 °F Inside db 75 °F Design TD 58 °F Design TD 8 °F Daily range M Relative humidity 50 % Moisture difference 30 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 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(ftZ) 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 ACCA to meet all requirements of Manual J 8th Ed. wreghtSoR" 2022-Mar-2914:37:07 Right-Suite®Universal 2018 18.0.32 RSU20066 Page 1 jCA...mor Model B2 MAN JSD\Rimor Model B2 MAN JSD.rup Calc=MJ8 Front Door faces: W N Level 2 K90 Prpakfast K98 cfm 140 cfm Living Kitr+lien 105 cfm M bed adiab Pant Laundry 9160 cfm Dining area in rfm E\ Mud M bath �67 fm 11 cfm cfm 1\40 cfm CLI 1\7 Stair 1 Foyer I\-27 cgRth 2 CL G arage Broan Exhaust Fan Model L150 60 CFM Energy Star Continous user timer Bed 2 107 cfm Job#: Energy Testing Services LLC Scale: 1 :91 Performed by Energy Testing Services... Page 1 Unit 37-74 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-MMr-2914 MAN JSD.rup r.b.delfino@en ergytestingsery ices.com N Level 1 6x16 Bx16 9' 10U14 x 16 %14-'""--^w4&219 drn adiab 0 Bsmnt Makeup air 60 219 cfm CFM Skuttl 14" 51. model 216 24x16 8 x 1,6 eW 9 Job#: Energy Testing Services LLC scale:'I :91 Performed by Energy Testing Services ... Page Unit 37-74 Millstone Lane 1648-A Locust Ave Right Suite®Universal 2018 Bohemia, NY.11716 16.0.32 RSU20066 Cutchogue,NY 11935 Phone:631-244-2627 2022-Mar-2914:37:16 N JSDRimor Model B2 MAN JSD.rup r.b.delfino@energytestingservices.com Duct System Summar Job: wrightsoft, Date: March 29,2022 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone:631-244-2627 Email:r.b.delfino@energytestingservices.com -Project • • For: Unit 37-74 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 SupplyDetail 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 z 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 esmnt 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 SupplyTrunk 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 st1 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 st213 Peak AVF 129 188 0.003 212 14.6 16 x 8 ShtMetl st2A Bold/italic values have been manually overridden -wrightsoft, 2022-Mar-29 14:37:07 aI^ `. . Right-Suite®universal 2018 18.0.32 RSU20066 Page 1 ZM5 ...mor Model B2 MAN JSD\Rimor Model B2 MAN JSD.rup Calc=MJ8 Front Door faces: W Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk rb2 Ox 0 219 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 ti wrightsoft® 2022-Mar-2914:37:07 ^'� .�u.•,a...M.u..a...,ue,.,.•� Right-Suite®Universal 2018 18.0.32 RSU20066 Page 2 i�i�...mor Model B2 MAN JSD\Rimor Model B2 MAN JSD.rup Calc=MJ8 Front Door faces: W OF SOUIyo # # TOWN OF SOUTHOLD BUILDING DEPT. courm '' 765-1802 INSPECT-I=ON [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: Igo VAI&A A&4 - dDATE ?'32 ly u ov"� � ho�aOF SOUTyOIo 4 * # �� TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECT-ION [ ] UNDATION 1ST' [ ] ROUGH PL13G. ` [ FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY ' [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O R MAR J A � sulivo,4 DATE INSPECTOR OF SO(/Ty0 V V4v sq � 1 # TOWN OF SOUTHOLD-BUILDINGDEPT. �`yrournr '' 765.1802 INSPECP ON . [ ] FOUNDATION 1ST; [ ROUGH PL13G. [ '] OUNDATION 2ND [ ]. INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL j - ] FIREPLACE'& CHIMNEY [ `] FIRE SAFETY INSPECTION [. ] FIRE FIRE RESISTANT CONSTRUCTION [° ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: o" wX Va_,SsVve,- It . �Z c DATE' l;o.�gYf INSPECTOR,?4q�L/ laf so Ll 98,0 5-0 -1 Ll M # TOWN-OF SOUTHOLD BUILDING DEPT. 765.1802 .-INSPECTION [ ] FOUNDATION 1-ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY-." [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANTzPENETRATION ] :ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O REMARKS: cm-t- ' . K . Li DATE p 2� INSPECTOR OF SOUIyO tip # # TOWN OF SOUTHOLD BUILDING DEPT: co 765-1802 INSPECTION. [ ] FOUNDATION 1ST [ ] 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: 4Yl A )V,/Kel _ :: DATE INSPECTOR o�atf SOUTHp VA4 # # TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm��' 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] :FOUNDATION 2ND [ LATION/CAULKING [ ] FRAMING /STRAPPING [ ] I FINAL f/p [ ] FIREPLACE & CHIMNEY. [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: Q-9-6cr2icol- 6E4f P-C�wre2G—r,-) DATE �?J' �U�'� INSPECTOR * # TOWN. OF SOUTHOLD BUILDING DEPT. Comm, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ , ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION ' [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: tiQ 1n pem & Q l DATE ''I 7/ INSPECTOR `S ii r 3 r y £ r 5 ypam� /� GRCH ARCHITECTURE H[TECTURE PC Hamh �` tial 54/ t�./l['REa2s DRIVES®tlTl l SUITE 202 ISLANDIA, NY 11749 WWWGRCHARCHIITECTURE COM ,, - .;.__» J631)864 395 November 14, 2018 Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold NY 11971 Attn. Ms.Amanda Nunernaker 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 Maximum thickness 3 %" (provided ±3") Flame spread index 25 or less and smoke-development index of 450 or less is provided: Provided/Installed Bayseal Closed Cell Spray Foam Insulation report less than 4" (see products sheet) provides flame spread index of 25 or less and smoke-development index less than 450 in accordance with ASTME84. Draped Foundation Wall Insulation Blanket (Residential Code Section R302.10.1 Insulation materials, including facings shall have a flame spread index not to exceed 25 with an accompanying smoke. Development index not to exceed 450. Provided/ Installed: "Ecotouch 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 respec s . tfuly submi ed, K Glen Cherve` y i Principal IA, LE AP� �✓r �' „ S �� APR - 5 2022 �>, 023F31a �O 'i OF NES WaECIRAaICAI CORPORA790H 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 1 �.W J I I A FIR 5 2022 yy C. 20 Feldland Street, Bohemia, NY 11716 - (631) 563-1298 Fax: (631) 563-2954 GRCH ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH + SUITE 202 ISIANDw NY 11749 WWW.GRCHARCHITECTURE.COM (631)864-3395 April 23, 2021 Town of Southold Building Department 53095 Main Rd P.O. Box 1179 Southold, NY 11971 Attn. Michael Verity Chief Building Inspector Re: Harvest Pointe at Cutchogue Cutchogue, New York Unit No. 371 Permit No. 45850 Dear Inspector Verity: Please be advised that the basements of the above referenced units constructed on site meet the requirements for conditioned space as defined in the 2015 IRC and Energy Code as well as the 2017 Code Supple espectfully submitted, ED ARC oeeRT cjy�y�j�. 'ALS- C.X 5- len erveny, AIA, LEED AP Princ' al 'y 023BA13 Q k op NE�-1 [J) A P R 5 2022 GRCH ARCHITECTURE PC . 3750 )EXPRESS DRIVE SOUTH SUITE 202 ISLANDIA, NY 11749 W W W.GRCHARCHITECTURE.COM (631)864-3395 April 26, 2021 Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold, NY 11971 Att: Mr. Michael Verity Chief Building Inspector Re: Harvest Pointe at Cutchogue Screened in Rear Covered Porch Unit#37— Permit#45850 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. Re ectfull submitted, ��RED A&C, 05SRT cyF y C7 ?C G e Ch rveny,AIA, LEED AP Prin ip I '9N 0238A'O ii i i t A P R - 5 2022 SCOTT A. RUSSELL ���oti� �����, MICHAEL M. COLLINS, P.E. SUPERVISOR r ® TOWN ENGINEER F SOUTHOLD,NEW YORK 11971 TOWN O TOWN HALL - 53095 MAIN ROAD Fax. (631)-765—9015 Tel. (631)-765-1560 {t� N-11 Hr\f;I.:Ct�I:LI{!z5!irr3O41'AJ,Sl7t!1llOt:D.NS IIS — -e OFFICE OF THE ENGINEER = TOWN OF SOUTHOLD i 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 R 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, Michael M. Collins, P.E. Town Engineer cc: Michael Verity, Chief Building Inspector i �J , !4•-- L_�i is \ ' Lt-3 1J ITu I A PH _ 5 2022 ..dC-•.7 k'C OFFICE LOCATION: - MAILING ADDRESS: P.O.Box 1179 t Town Hall Annex - ®F'S�U,.. 54375 State Route 25 * Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) `fiTelephone•631765-1938 Southold,NY 7— www.southoldtownny.gov C» �• Ye" PLANNING BOARD OFFICE TOWN OF SOUTHOLD December 22, 2021 Mr. Henry Alia Rimor Development LLC t P.O. Box 908 Cutchogue, IVY 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. Donald J. Wilcenski J �' �, i Chairman -� A PR - 5 2022 L ) cc: Michael Verity, Chief Building Inspector Michael Collins, Town EngineervT> j FIELD INSPECTION REPORT PATF, COMMENTS Yui t ov- Kw FOUNDATION(1ST) V ---------------------------------- o 'FOUNDATION (2ND) _ z 114) ROUGH FRAMING& y PLUMBINGRAW Nil Q Z 0� JfAA Au d 0 A INSULATION PER N.Y: �H STATE ENERGY CODE -1 S �- FINAL AIPDITIONAL COMMENTS � �j Alt &6r�A -R,)r -s uwaz(o pp�-66 .:j C4 ►fid � e a TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold, NY 11971-0959 Telephone(631) 765-1802 Fax (631) 765-9502 htti)s://www.southoldtovnmy.gov For Office Use Only Date Received Building Inspector: PERMIT NO. 56 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 FEB 1 1 2021 Authorization form(Page 2)shall be completed. 7 "APPLICATION'F0.11-BUILDING,PERIVIIT7Date: OWNER(S)OF PROPERTY! . Name: Rimor Development Tax Map#:SCTM#1000- 102.01 - 02- Physical Address: 4? 6\4 1 4-M-11Shn-e- 3-1 tc-i-f-CP- -VCq - , - -1 Phone#: 631-678-2667 Email: teamalia65@gma om Mailing Address: CONTACT PERSON: Name:Henry Alia Mailing Address: POBox 9O8 Cutchogue, NY 11935 Phone#: 631-678-2667 Email: teamalia65@gmaii.com DESIGN:PROFESSIONAL INFORMATION: Name:GIRCH Architecture Mailing Address: 3750 Express Dr.South Islandia, NY 11749 Phone#: 631-864-3395 Email: -CONTRACI[`OR INFORMATION-. Name:Rimor Development Mailing Address: POBox 9O8 Cutchogue, NY 11935 Phone#: 631-678-2667 Email: teamalia65@gmaii.com -DESCRIPTION OF PROPOSED CONStRUcriON, 2New Structure ElAddition DAlteration E]Repair ElDemolition EstirrLated Cost of Project: Dother $ 1ZX4 c), C)0 n Will the lot be re-graded? 2Yes 0 No Will excess fill be removed from premises? E]Yes 2No PROPERTY INFORMATION Existing use of property: intended use of property: Condo-resitdential Date of Purchase: Name of Former Owner: -- ------ - - -- -- Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? 2Yes ❑No IF YES, PROVIDE A COPY. -on file with bumicling-department 0 Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to ction 210.45 of the New York State Penal Law. Application Submitted By(print HeNy Alia 2Authorized Agent ❑Owner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF Suffolk ) Henry Alia being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the Agent (Contractor,Agent,Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this J day of 20 a Notar blic SHERRY PIRONE NOTARY PUBLIC,STATE OF NEW YORK PROPERTY OWNER AUTHORI EATIOAlistration No. 01PI6388308 (Where the applicant is not the wner)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 Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P. O. Box 1179 Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CO.NSTRUCTION PRE-ENGINEERED WOOD CONSTRUCTION AND(OR TIMBER CONSTRUCTION Date: .. Owner_ Q�Mb .1 RUA b f) C :T J a Location.of Property: i11 � i �I ��b/I L�-r, �,1 A1C � C-_ Please to otice that the{check applicable line): New commercia dr e i e 'a I r s d. ntl 1.structure Addition to existing-dommercia[or residential structure, [ ehabilifiatioio.an existing'comttiercia! or resideritiaistructure to be.consf�ucted'-o:r°performed.at the subject-property reference:above will-utilize (check appl' al?fe line): Truss_fiype:construction (TT) Pre-engineered wood construction (PW) Timber construction�(TC in the following location(s) (check appfica[;le.,llne): Floor framing, including girders and beams (F) Roof framing (R) Floorand roof fr i g (F IL Signature: Name (person submitting this orm): _L Capacity (check applicable line): Owner Owner representative TrussReg15_docx Effective 1/1/2015 �� tee..+�"vlij-�`{•I�; ;j+-•�„E ti. �Bio a w � f �P �� alai's�+f�� :Fc.�i... r��'•� >ti.- :ll 2 �-�. L tt3i' J, .�S';jl•'�'0. �,A T�yt" f�4.. • �rr+ �, _ j7+i 1-1jl�• 7,���'i .�_Ls�irrjlZl � � t.S �K �,��.• ''O, ,,�tii,".� r.n:.�.�t`Yi}� '%$�" r+I:'°�(C ,%". i e'" .. .� ft1,�Yy � �•.-..� ti• �z�.-a+Ytr �.a-tom(?.••;• J. :,�'h'L• �,a ;M • i r'�.tj ib, t•'a vt'i tc ':�},('i`r-i'�.^. �� �t-,•..+�;:: try 1 e� Y•1+•. s � F��r'�rCt� t�t 1 .'f '�l' •r'-a ,�:t .r``r�t�' vera yLr.`�•vr° .�^. rL w�'},�`'• �� .r: F �a- Cy rt + ; a'-t c�-i-+�f L'Si` _yl .- r�1•.-,�r}�- 4- .`* "eye a ra r J ti c..•i �, W. .�� ti 1✓a. •k .;1 u�-+.Ar Jf �• ,• � :c � .� /�.` CR. 17' l.'.J 1 1,r l i i.i..- l l'l i i 1 J t •~ "ur �§, M1 °9; ��ti 'r-� '� �,���+��• i P l�t �z�t ,.: � t 7 in - �:- �..; 1'- 4 f" s.'y '-�,' ■7 1 /"' -•�-` 3b r 1 � I wL'• v.xv.-.w�.ay.:ana it-.wA-sw�r•ss. � - 1 � i � , 1 � • r BUILDING DEPARTMENT- Electrical Inspector `i TOWN OF SOUTHOLD � '` 2 202 Town Hall Annex - 54375 Main Road- PO Box 1179 Southold, New York 11971-0959, Telephone (631) 765-1802 FAX (631) 765-9502 iPoc-erresoutholdtownny.�ov — seandC south oldtoervnny. 9ef APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: k') G� Company Name: Name: License No.: p 1 em iL '(!Me !Cc \4C, ) Cha Address: , ( _ A �^ Phone No.: is JOB SITE INFORMATION (All Information Required Name: It ^ � if1 C7c c Address: rA _ Cross Street: Y Phone No.: U=�j uuas- Bldg.Permit#: Tax Map District: 1000 Section: jC)r:o cI _L01- BRIEF o :BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: RZ Rough In Final �• c � s`v Do you need a Temp Certificate?: Issued On Temp Information• (AII information required) Service Siz e 1 Ph 3 Ph Size: ?-A # Meters -� Old Meter# ew Servi ` - Fire Reconnect- Flood Reconnect - Service Reconnected - Underground - Overhead #Underground Laterals 1 2 H Frame Pole Work done on Service? Y tai Additional Information: PAYMENT DUE WITH APPLICATION Request for Inspection FormAs , PERMIT# Address: Switches Outlets P' [ l— GFI's . Surface Sconces. 1 HH'SIM Wl r 0, UC Lts Fans Fridge 1 HW Exhaust ,� - Oven Dryer Smokes DW Service Carbon . micro; I- Generator Combo: Cooktop Transfer AC ` AH Mini Special: Comments:. t 'F!i! .................... /F/F//fF/ff/fFlfF/fF/F// F /fFlFF/ff/tF%f%Jf%J%JF/ /Ff r'• PROPOSED COVERED- 14' x 20' 28.75' PATIO (TYP.) 36 35 12.1' SIR B1 3S Z m 34 f'' B2 1) EN $ 61 Z 19, rn ZAL -. rX.SF� mss. .•,. 2 1,7 •'' �� r.*.,r k tit•r^� . .R � {,,,c�,�'ES� �- A+`�" ,;� �.�r. � ,�-.�r i�''.s # 4 XYa ; Y z 4 �n FLUSH BELGIUM v x , r-� � t ... � •':..:: DRIVEWAY -..:. .. DIVIDER .. :::.:�..::...- �--•. (SEE DETAIL) j ti asanf LA Fes' - as W 'x F MlN ` 44-Ar$ TYPE B—D RAMP (TYP.) Yo SUFFOLK COUNTY DEPARTMENT OF.HEALTH SERVICES FOR OFFICE USE ONLY OFFICE OF WASTEWATER MANAGEMENT 360 YAPHANK AVENUE,SUITE 2C,YAPHANK,NY 11980 Health Department Ref.No. (631)852-5700 OR HealthWWM@suffolkcountyny.gov APPLICATION TO UPDATE AN EXISTING PERMIT TO CONSTRUCT SEWAGE DISPOSAL AND WATER SUPPLY FACILITIES FOR A SINGLE FAMILY DWELLING REFER TO REVERSE SIDE OF THIS FORM FOR INSTRUCTIONS PLEASE COMPLETE APPLICABLE SECTIONS OF THIS FORM. ALL SIGNATURES MUST BE ORIGINAL. SECTION 3 FOR ALL RENEWALS AND TRANSFERS EXISTING REFERENCE NUMBER: R10-17- r Tax Map No : 1000 District Sectiont Block Lot Name of Current Applicant: Rimor Development LLC 63'I) 735 9200 Mailing Address:PO Box 908, Cutchogue, NY 11935 Tel#: ( Email Address:teamalia65@gmail.com Name of Current Agent:Henry Alia (631) 67 .2667 Mailing Address:PO BOX 908, Cutchogue, NY 11935 Tel#: 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 performed,a new application will be required SECTION 2 q 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'EWITHOUT PREVIOUS APPLICANT/AGENTPERMISSION Name of Previous Applicant's Architect/Engineer/Surve}tor: Tel#: ) - I hereby authorize the above named current applicant to use the previous applicant's survey/site plan for this projdct prepared by me;for the purpose of transferring the above named reference number and its site design. Architect/Engineer/Surveyor's signature: Date: SECTION 4 FOR ALL RENEWALS AND TRANSFERS Application is hereby made to[ ]TRANSFER,[A RENEW(check applicable) a permit to construct in accordance with this application,surveys and plans submitted. I hereb ce fv that I have examined this complete application and the statements therein are true and correct,and that all work shall be done' a ordanc yi 1pll,applicable Town,County,State and Federal Laws. "Any false statement made herein is punishable as a mi m nor su t'IQ! 2:10 45'of New York State Penal Law." Signature of Current Applicant/Agent a Date Print Name of Current Applicant/Agent(/ Title Henry_. a Agent/Project Manager DEPART "SE LY777 Permit is Transferred/Renewed Until 23 Number of Bedrooms Approved Signature of Department Representative Date_/a--/S—F-o WWM-104(Rev.02/12) 'IPE SHALL BE 1.5- CPP WITH A SLOPE UI- U"/o 0STANDARDS: SPECIFICATIONS SHALL INCORPORATE THE PROVISIONS FOLLOW UNLESS OTHERWISE NOTED: • OF THE AWWA STANDARDS AND/OR MANUFACTURER'S RECOMMENDED INSTALLATION PROCEDURES. IECTIONS TO BE 4" DR-18 WITH MINIMUM SLOPE a BEDDING: A CONTINUOUS AND UNIFORM BEDDING SHALL BE PROVIDED E MINIMUM 6" DR-18 PVC OR CAST IRON WITH A IN THE TRENCH FOR ALL BURIED PIPE. BACKFILL MATERIAL SHALL BE TAMPED IN LAYERS AROUND THE PIPE AND TO A SUFFICIENT HEIGHT 3E C900 SLUE BRUTE DR-18 PRESSURE PIPING ABOVE THE PIPE TO ADEQUATELY SUPPORT AND -PROTECT THE PIPE. STONES FOUND IN THE TRENCH SHALL BE REMOVED FOR A DEPTH WATER MAIN TO BE 10" WITH 6" HYDRANT 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 FREF_ZINC. VER/DRAINAGE LINES. 0 BLOCKING: ALL TEES, BENDS; PLUGS AND HYDRANTS SHALL BE NIMUM SEPARATION OF 20 FEET FROM SANITARY PROVIDED WITH REACTION BLOCKING, TIE RODS OR JOINTS DESIGNED ALL DRA'5 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&C AND � PRESSURE. AND LEAKAGE ALL TYPES OF INSTALLED PIPE u1AY VARY DUE TO FIELD CONDITIONS. ELECTRIC 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. o DISINFECTION: WATER MAINS ARE TO BE DISINFECTED IN (DRAINAGE LINE CROSSINGS SHALL MAINTAIN A ACCORDANCE WITH AWWA STANDARD C-651--86, OR THE LATEST 'ARATION OF 18 MINIMUM BETWEEN PIPING. '(SEE REVISION, DNTRACTOR SHALL ENSURE ALL. CROSSING BACTERIOLOGICAL TESTING: BACTERIOLOGICAL ANALYSES OF WATER DURING CONSTRUCTION. SAMPLES. C©LLECTEb AFTER DISINFECTION ARE REQUIRED AT 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) Total (SF) arvesti 77-124 1,999 436 2,435 Cuimn 3,$,10,.12,14, .,23,26,27,29, Cutchoue, York 33,36,39,41,45 1,599 363 1,962 Town of Southold $7,49,50,52,54, 18, 5'39,68, 72, 76 No. Revision Date._ APPvd. 1AVLTOWN/SCDHSREVISIONS 7/28/17 AVL L% 0,22,24, 12 TOWN REVISIONS 6/14/17 AVL 18,30,32,35,38, 1,599 363 11962 11 SCDH REVISIONS 4/22/17 ° AVL ts2,44,48,51,53, 10 REVISED PHASING PLAN PER TOWN 4/6/17 AVL 73,74,7=5 9 TOWN REVt5f6kN �__.s_�. �>�7 -7 , Avf. 7,34,37,43,55, 8 SCDH REVISIONS 3/9/17 AVI. 63,65,67,69,71 1,599 380 1.,979 PI►����+ x������� �:. '✓Y " w� ...'s''rya[y. ` o x-�, 1.5,16,17,18 1,999. 408 . 2,407 Issued for Dote July 10, 2015 N/A 6,188 N/A 6,188 SUM 100u.-10 SCDHS goys R, r �h«,. �. �•<-,+r ..®:.., ..r e. .mom, .,.>t. � m.ar ..�4*. Ili 5 9I' 3LI' SoOLI NTV DEPARTMENT OF SERVICES DATE MS raEF.W0. � 7 a PPr3G `"-TY_._/ f f., ,f .�...__ .. brmving Number Pori hOAXIIIMU44�0 s N amsV NC ON � ag C rc R®}sgdh g ��tgg 4#tt p t p V E;;04V'NIFI:,;.7 6`�7PrY: C-AR-FR0 i'41 I OF APRgC*5, +�,�i �•I - �Y, C�. O V, 0� flims a; IJJ I. Sheet of i f6 L ...P 5� . Project Number 29305.00 , frac CIO- -.0013 R=112*00' n S 40°52'38"E S .54' 53"E L=29.7 ' 27.03' R=275.00' 49.54' S38°23'13"E 62.34' -" -I}�► f(J �C. L=77.85' S52°55'20"W I S 24'33'07"W R=112'00' S 49°09'21"E 107.80' L=29.7 ' 6l 19.24' 238.82' R=410.0' S23°11'01"E 39.36' L=450.50' GRIFFING R=3170..00' I � 0 QPJ�MEN� S38°24'18"E STREET rL-�ti 96.29' RV EST R_112.00' R=112.00' S M` SVB - I�_ HA TE SNE �=Zs.�2 �=zs.7s' z3"11,01" pom 4 -'--�� os' E R=120.00' R=120.00' r' L=40.66 Lc 24.36 �_ $37°04'40"E � 95.00' Q R=112.00' S38°24'18"E 481.91' O I '1 N L=29.75' R=140.00' PROPOSED CURB = w TOWN OF ¢I LO S53°3734"E L=37.19' — o -.1 z m cel 51.14' S53°37'34"E 44.19' o a O SOUTHOLD °' 0) 0 0 S38025'23"E 56.40' N U1 130 r 25 i". 07 269.77'(ACTUAL) 1g5 \a 2 n a. I'L X129 0 1s5 Nl PGE\\ 330 S37°04'40"E r \� \ GP o X25 \ GP'R \ \\ r 53 CA �ON ON�;351� FOUNONOXO Z1J;n. I g 3 `lo?&FO�\ a-� %\ uN\v 30 7-0 20 N 1a3 105 GONG � o. \4.2; Q 3 0. I •�` o 13 2 �^ o �10g ` 1q1 T1i1allaa uaAA .�%% JAEW Yp'�, eLU :O` NOTES:THE OFFSETS o (OR DIMENSIONS) PRO ERTY L NS ARE FOR A SPECIFFIIC PURPOSE AND USE AND THCS THEREFORE ARE ���e�. 05o2�3"�V�••,, NOT i INTENDED TO GUIDE THE ERECTION OF AND ANY RIETAINING GWALLS,POOLS, 06-30-2021 FOUNDATION LOCATION `j+^ `�i CIJ PLANTINGISAVIOLATION AREAS,ADDITIONS K TATEBUILDINGS ANDANY ARTILE14S.CONSTRUCTION. FOUNDATION AS-� STI-�CJCTED-SURVEY FOR IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, PROFESSIONAL ENGINEERING AND LAND SURVEYING.SECTION FOR ANY UNITS 37 - 38 UNIT DESIGNATION MAP OF PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONALENGINEERTHE EAL OFLANDENGINEYOR, LAND SRV Y M IN RSANY WAY.IF HARVEST POINTE CONDOMINIUM 2 AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE ALTERING ENGINEER OR LAND SURVEYOR BY HIS SIGNAX TO THETURE THE DATIS E 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. I 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 BEA VALID TRUE COPY. TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS I S.C.T.M. OR RIGHT OF WAYS.IF ANY,NOT SHOWN ARE NOT CERTIFIED. DISTRICT 1000,SECTION 102.01,BLOCK 02.00,LOTS 011.000 8 012.000 PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE NELSON + POP E CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, �I SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS , OTHER THAN VISIBLE PERMANENT STRUCTURES. COPYRIGHT NELSON 8 POPE,ENGINEERS ANO($URVEYORS.ALL RIGHTS engineers-architects-surveyors RESERVED.NO PART OF THIS DRAWING MAYO ED,RODUCED PROCESSED PHOTOCOPYING, 70 MaXess 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 INDNIDUALSURVEYS PERMISSION OF THE SURVEYOR. DRAWN BY: NP CADD No: 00026_1 SCALE: THIS PLAN WAS PREPARED TO ASSIST IN OBTAINING FRAMING PERMITS FROM LOCAL - . MUNICIPALITIES AND IS NOT AUTHORIZED NOR GUARANTEED FOR ANY OTHER PURPOSE. CHECKED BY: MS FILE NO.: SHEET NO.: 'I OF'I t DATE: 07-12-21 PROJECT NO.: 00026 1"=30' R=112.00' S 40°52'38"E S 65°26'53"E L=29.79' 27.03' R=275.00' 49.54' S38°23'13"E 62.34' L=77.85' S52°55'20'W I S 24°33'07"W R=112.00' P S 49°09'21"E 107.80' L=29.72' w� 19.24' 238.82' �V R=410.00' '( L=450.50' S23°11'01"E 39.36' wv s ` P PvgMgN� GRIFFING S38°24'18'E R=140.00' v S0g STREET -• ss.2s' L=37.19' FIVES NE R=112.00' R=112.00' S2 N i� HA L=29.72 L=29.79' 3°>>O1 F 00' POINTE ��1�•�63 06' R=120.00' R=124.36 r, L=40.66 L= uNi_ S37°04'40"E (%j 95.00' R=112.00' S38°24'18"E 481.91' c OROP Ging �O\ Q1 3 � � 4 O I F o L=29.75' R=140.00' B.B. CURB i N = Z TOWN OF a I W L=37.19' mc"p°2 c• J LO S53°37'34"E N N� O X10 N... 6L�gR SOUTHOLD � 51.14' S53°37'34"E 44.19' DI" 0 o N o��1�n 1-0 �pcn���n V1\N•O GP? R 0 m S38°25'23"E 56.40' - \N•�N 11v w 0 S. WIN.O 269.77'(ACTUAL) METER 1s5 \w 2525 a' �z _ p 13.0'i. GAS n 6\gG• 129 1a5 o GS\ 3y r S37°04'40"E 'L. METER O ME'(ER o 2.5'i, w n GPS B \- 2.5 Tn °g `z Mg�ER w \\ G 191- ac, � N<� 3.'`O � 9�0 wcr ORS 5.3' 0 iv y3 \ U 2.' C)Z UNIT 36 r, �O w UN1�37 \\ w 132 2.0' 1= G2� 0 \0 14 3 .0 10 9 GONG z r0 2' w 143 _ Ln 13.2' m El:) m nO N 13 2 p10 9 oa0 COOSVRE i vJ 1.0' CONC. L6 OONG. o R/OCONCRETE ' 10NGRgE R� 35660 ENCLOSURE RIO SOS UR - - _ _ J \ ❑ S 38°24'20"E 513.85' HARVEST POINTE HOME OWNERS -T m n Of- NEw ASSOCIATION DESIGNATION LINE r NOTES: THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE �' ��`Y�I,��,`F L 4 r 06-15 2021 FOUNDATION LOCATION FINAL SURVEY PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE PLANTING AREAS,ADDINOT INTENDED TO GU T10 STO BUILDINGS AND ANY OTHEE THE ERECTION OF FENCES, IR CONSTRUCTIONNING WALLS, `S < =-+ .�O r 10-27-2021 SANITARY AS-BUILT FOR UNITS 37 & 38 A `'/`C• 12-01-2021 ADDED DRAINAGE, IT IS A VIOLATION GI NEW YORK STATE EDUCATION LAW ARTICLE 09, �(S y�• 550 1 �v CONTROL MODULE UNIT D ES G,NATI O N MAP O F PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION ENS FOR ANY �o S� s ELECT.PANEL HARVEST POINTE CONDOMINIUM 2 PERSON,UNLESS GI IS ACTING UNDER THE DIRECTION A LICENSED _ J PROFESSIONALENGINEERTHE EAL OFLANDENGINEYOR, LANDALTERSANITEMIN ANY SALTEWAY.H 12-01-2021 FINAL SURVEY FILE NO.:490 FILED September 28, 2020 AN ITEM BEARING THE SEAL D U ENGINEER LL 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 �^ CUT U HOG U E ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. f ;, /® I� TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK COPIES E THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED / ! I Cb//is/ S.C.T.M.DISTRICT 1000,SECTION 102.01,BLOCK 02.00,LOTS 011.000 8 012.000 SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. NO PHYSICAL EASEMENTS,N PROPERTY UNLESS NOTED.RECORDED EASEMENTS J of 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 SOIL CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, engineers-architects•surveyors CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS OTHER THAN VISIBLE PERMANENT STRUCTURES. COPYRIGHTO NELSON 8 POPE,ENGINEERS AND SURVEYORS.ALL RIGHTS 70 Maxess Road,Melville,NY 11747.631.427.5665. nelsonpope.com ' RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, DRAWN BY: NP CADD NO: INDIVIDUALSURVEYS RECORDING OR BY ANY OTHER MEANS,OR STORED.PROCESSED OR TRANSMITTED 00026 I SCALE' 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 1 DATE: 12-06-2021 PROJECT NO.: 00026 1"=30' NOTES: THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE _ PROPERTY LINES ARE FOR SPECIFIC PURPOSE AND USE AND THEREFORE ARE L RT oNE / `� PLANTING AREAS,ADDITIONS TO BUILTHE IDINGS AND ANY OTHER CONSTRUCTIONON OF FENCES.RETAINING WALLS, . SUB PAV ENT ���� / IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, Cr y 0 -�- (D�w w ` EM / PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY y .0 (p _GAS SE C� �n *"t ^ ' PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OFA LICENSED w CO 4,IJ W _RV/CE �I �i ;� N I PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY.IF 't a 1% I g W ELEC GG / l C N f'- AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE a N � B' CURB � � W' SERVICE E � V`) / \ \\ (7iG•s`'X N .3. ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIXTO THE ITEM HIS SEAL AND O ` OO ® 10" wA7• �_ w / m(. ., �.,; THE NOTATION'ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH IT flfl ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. - -n Qa � �� w I O O DI pRpp / ; off\ !'•:,1 COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED 0 rD m o � CURB 00 VRS i N G r '-1 ,�p� ` SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. t 0 2 a ® qui ci ` g OFtOp m m F .r � - v I W LU �L9 \\ Q NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS 3, B.B. CURB N� �� mc1 �A.'. k Pl �} m I-U W �L O P� G ASK OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED. ca. g- ¢> cn W N 03�0y R K;f. n�3 d• �W mW>W W W WW ,lL O '-PO zd \•\• e �� UNDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED n` •r' �, 0 LU Wed❑ Q W 0_ f-'V o ® W W O �'0'L� \N� E\ '- j AS TO ACCURACY,EXISTENCE,EXACT LOCATION,TYPE OR USE,ACTIVE OR INACTIVE. W>W ¢> DI xa F-v 0rpOZ OyGm9 Vd z 03 ': ELECTRIC AND GAS UTILITY LOCATION PROVIDED FROM PSEG DISTRIBUTION DESIGN {?; +> C J I w O��m W�-Q.d� �W m O�3� �'0 G� m �3 0 "P0 •.-1 Gp,S PLAN DATED 7/21!16.LOCATION OF GAS AND UTILITY IS APPROXIMATE AND LOCATED F"' Z _U) W� OT R -�'a TYPICALLY IN THE SAME TRENCH.ACCURACY OF UTILITY IS NOT GUARANTEED NOR IS O as ",,' ELEC. WIN.'O.H. m pom0 I O W R`Lt��u� a o E�� -� CD Es ) METER - °D WIN.O.H.ELEC. I r �m (t1 •p 25'w M THERE ANY GUARANTEE THAT ALL EXISTING UTILITIES ARE SHOWN ON THIS MAP. ,¢C)g7 4� O W - N• A �j' CONSULT WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR A' By `"1 �-3 _ E - 13.0'o METER w \N. 1a \ g FURTHER DESIGN. r `511 ate„ M t_G 18.5' o b,13.0'- G E G c�Vd 129 n 1g5 O\ RPG \ 33n. e tD W GAS X2.5' 1 N 18.5' GAS EG• p P, \ ..i G PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE a METER 2.5'_ E R \ \ \ 6 CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, h M O v! -I un I I I METER EI 25 � iA 0 r?2.5' I GARAGE 1 `O M GPS �` \ RPG \ \ y 3 SOIL CONDITIONS,VEGETATION,TREES.PATHS,DEBRIS OR ANY OTHER CONDITIONS 2.5'- P OTHER THAN VISIBLE PERMANENT STRUCTURES. C) 1n CJ 9 m 3.3' I GARAGE 1 1 C6 ME-\ER w25 d zo 1 3.3' COPYRIGHTS NELSON 8 POPE,ENGINEERS AND SURVEYORS.ALL RIGHTS a• -�•e Sr ® `rpt I____ I io 0' 33 \ n N RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, ___I I� OR� 3V RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED () _ S.3' •� S� f_NG ��\\� 2 Q tP IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN j I 2 STOR'�( FRAME 5.3' 3 2 R�g�C�G353 ,t o.U`- 0 PERMISSION OF THE SURVEYOR. O � oc ® RES16ENCE � 5' FF�� \�3Q'? 10=p Z � 51 SHOIVTJINONAL IMPROVEMENTS AND/OR POSSESSION,IF ANY,NOT LOCATED,NOT I 20' UNIT 35 F.FL.p34.7 UNIT 36 o w uN��31 GFv: ALL SANITARY PIPING 4'AND 6'SDR-35,TYPICAL. d G0 t: .FL.1=34.1 pZ \P\x_\ \a •0_v `' M z °2.0' DIP INV. 2.0'in 0� 03222 b 1a3 109 GOO N6 DIP INV. 2.0'L z G O 20 3 G U� co 13.2' 0 0 31.81 31.81 N i��0 it �, 0 1� \Nv• o Rab" a cr 14.3' o b - 13.2' m DO rn 32 .o GO. 30 Q �' 1 5 so 202/° r L6 A a nO \' 1 109 GO\NV. 32• NOS 1A PT2� C(PsoCjs / (�1 14.4' _ 11.0' \P CO.INV. o\g'6E s i / lip `n CONC. 31.71 CO 6 Vu, d 5A GONG o a 3 1NMHG s P�s � CONC. GOGPSSINE O v HARVEST POINTE HOME OWNERS 14.2' m o WPC G�077 E�' 3b'y x ®� ��✓Mf 34.0' 6"SDR-35 14.2' 1A 1' �, \NV 3_ / Lai U w ASSOCIATION DESIGNATION LINE "v PIPE,TYP,@ p 38% - - - - - - - -INV ST-1 - J zQ❑ �� �p�.\/ID/p� /A S 38°24'20"E 513.85' CO IN M.H. INV s- s s_ s_30.21 s s _- s s-- / O CO IN M.H. w Q_ Q- -j T W/CASTING INV. O INS W/CASTING O of AT GRADE 31.54 31.41 PIPE 29.7' .4-.R-' 4 04% 0 20 INV. 50.2' 6".@ 3.2 INV.31.54 @ PIPE,TYP.@ 3.29% 31.84 AT GRADE LI p OA INV.31.85 U� � �.-- I ST-2 10'4J x 13' DI OB DEEP L.P. R G. 997 s 1, .,;d �0 IN 29.0V.1 Lp O -� r I t \u s� X0.050213 L� Ln ID APP _ 5 2022 yr TI T," I ' , 06-15-2021 FOUNDATION LOCATION SANITARY AS-CONSTRUCTED SURVEY : SANITARY SYSTEM AS-BUILT TABLE FOR UNITS 35, 36 & 37 &�.s.✓ ns G• 10-27-2021 SANITARY AS-BUILT STRUCTURE NAME TIE A TIE B UNIT DESGNATION MAP OF 12.01_2p21 ADDED DRAINAGE, UNITS#35-36-37 CONTROL MODULE &ELECT.PANEL HARVEST POINTE CONDOMINIUM 2 ST-1 27.6' 31.3' FILE NO.:490 FILED September 28, 2020 ST-2-A 33.4' 37.0' SITUATED AT ST-2-13 37.2' 41.2' CUTCHOGUE LP 48.6' 41.6' TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK S.C.T.M.DISTRICT 1000,SECTION 102.01,BLOCK 02.00,LOTS 009.000,010.000&011.000 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 35 R10-17-0089 1,999 S.F. 408 S.F. 2,407 S.F. 70 Maxess Road,Melville,NY 11747. 631.427.5665. nelsonpope.com 36 R10-17-0090 1,999 S.F. 408 S.F. 2,407 S.F. INDIVIDUALSURVEYS DRAWN BY: NP CADD No.: 37 '10-17-0c191�_ y 1,599 S.F. 380 S.F. 1,979 S.F. 00026_1 SCALE: CHECKED BY: MS FILE NO.: SHEET NO.: 'I OF'I DATE: 12.06-2021 PROJECT NO.: 00026 1"=30' APPROVED AS NOTED DATE: ,21�4, I / ���I P,LUMBFR,CERTIFICATION B.P.# QN LEAD CONTENT BEFORF 1 �! FEE:. 'W _ _ CERTIFICATE OFOCCUPA/V NOTIFY BUILDING - :FAR T MENT AT 765-1802 8 AM TC = PM FOR THE SOLDER USED IN WA TE' FOLLOWING INSPECTIONS: SUP?LYS,YSTEM,CANN�. 1. FOUNDATION - T17J"; REQUIRED EXCEED 2/10 OF 1% LF FOR POURED CuN^RETE 2. ROUGH - FRAMifd", a PLUMBING 3. INSULATION 4. FINAL - CONS''P - h' MUST BE COMPLETE " D -PLUMB-ING.. ALL CONSTRUCTI"-, -ALL MEET THE ALL PLUMBING WASTE REQUIREMENTS OF THE CODES OF NEW ` C,WATER LINES NEED 1�lC .Qft ;C01/ERING YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. COMPLY WITH ALL CODES OF TRUSS PLACARDING REQUIRED NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF 7 ELECTRICAL INSPECTION REQUIRED SOUTHOLD TOWN PLANNING BOARD `,;I LU I S ® * Must provide Manuals D, J and S as per NO'S Energy Code OCCUPANCY OR USE IS UNLAWFUL Blower door WITHOUT CERTIFICAT7 and ductwork OF OCCUPANCY testing required. All exterior lighting installed,replaced or repaired shall conform RETAIN STORM WATER RUNOFF to Chapter 172 PURSUANT TO CHAPTER 236 of the Town Code OF THE TOWN CODE. I '0O'W JT%.'PRO.CEED,ATIH., �F-AMiNG UNTIL SURVEY: OF-FOUNDATION LOCATION HAS BEEN APPROVED, R302.12 Draftsto in In combustible construction where there is usable space both above and below the concealed space of a floor-ceiling assembly, Section R316 Foam Plastic TABLE R405.1 Z PLANS ARE IN CONFORMANCE WITH THESE APPLICABLE CODES: PP 9 Z �1 draftsto s 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 General. The provisions of this section shall govern the materials, design, application, construction and installation of foam plastic materials. Properties of Soil Classified According to the Unified Soil Classification System W DE OF NEW YORK STATE P CO 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 2 2020 RESIDENTIAL the label of an a roved a enc showin the manufacturers name, the roduct listin roduct identification and information sufficient to determine that the UNIFlED SOIL VOLUME 2 0 20 EXISTING BUILDING C 0 D E 0 F NEW YORK STATE be provided in floor-ceiling assemblies under the following circumstances: PP 9 Y 9 P 9. P SOIL CLASSIFICATION SOIL DESCRIPTION DRAINAGE FROST HEAVE CHANGE V 2. Floor framing is constructed of truss-type open-web or perforated members. end use will comply with the requirements. GROUP SYSTEM POTENTIAL 2 R316.4 Thermal barrier. Unless otherwise allowed in Section R316.5, foam lastic shall be se arated from SYMBOL CHARACTERISTICS POTENTIAL EXPANSION O ��1 U U 2 0 2 0 FIRE C 0 D E 0 F NEW YORK STATE R 302.1.12.1 Materials. Draftstopping material shall be not less than 1/2 inch gypsum board, 3/S inch wood structural panels. P P GW WELL GRADED GRAVELS, GRAVEL SAND MIXTURES, coop Low Low Z U n the interior of a building by an approved thermal barrier of not less than % inch gypsum wallboard. LITTLE OR NO FINES 2020 MECHANICAL CODE OF NEW YORK STATE R316.5.3 Attics. The thermal barrier s ecified in Section R 316.4 is not re uired where all of the followin a I GP POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES, R302.13 Fire protection of floors. Floor assemblies that are not required elsewhere in this code to be fire-resistance rated, shall be provided with a 1/2 inch P q 9 pPY' LITTLE OR NO FINES GOOD Low LOW O_ i ° M cc 2 0 20 PLUMBING C 0 D E 0 F NEW YORK STATE sum wallboard membrane, 5 8 inch wood structural anel membrane, or a uivalent on the underside of the floor framin member. 1. Attic access is required by Section R807.1. ° gyp / p q 9 GROUP I SW WELL GRADED SANDS, OR GRAVELLY SANDS, GOOD LOW LOW ~ U RTY MAINTENANCE CODE OF NEW YORK STATE AND NEPA 70 2. The space l entered only for purposes to repairs or maintenance. LITTLE OR NO FlNEs D ,� v ; a, 2020 PROPS Exceptions: 3. The foam plastic insulation has been tested in accordance with Section R316.6 or the foam plastic insulation is protected against ignition using a/s inch SP POORLY GRADED SANDS, OR GRAVELLY SANDS, GOOD LOW Low W N °o 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. u, G VE No FlNEs IY � N GM SILTY GRAVELS, GRAVEL SAND SILT MIXTURES GOOD MEDIUM LOW ~ N� Z _ R316.5.11 Sill plates and headers. Foam plastic shall be permitted to be spray applied to sill plates and headers or installed in the perimeter joist space without the U) as= - 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 L a�m Section R303 GC CLAYEY GRAVELS, GRAVEL SAND CLAY MIXTURES MEDIUM MEDIUM LOW 0 Q W m co Light, Ventilation and Heating 1. The thickness of the foam plastic shall be not more than 3Y inch. 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 g SECTION R101 R303.1 Habitable rooms. Habitable rooms shall have an aggregate glazing area of not less than 8 percent of the floor area of such rooms. ML INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR, r` 0D 3. The foam plastic shall have a flame spread index of 25 or less and an accompanying smoke developed index of 450 or less when tested in accordance ❑ GENERAL Exceptions: '� 1. The glazed areas need not be operable where the opening is not required by Section R310 and awhole-house mechanical ventilation system is with ASTM E 84 or UL 723. SILTY OR CLAYEY FlND SANDS OR CLAYEY SILTS WITH MEDIUM HIGH LOW M GROUP 2 SLIGHT PLASTICITY r visions 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. (D m CL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, R101.2 The p o 2. The lazed areas need not be installed in rooms where Exce tion 1 is satisfied and artificial li ht is rovided that is ca able of roducin on Section R317 Protection of Wood and Wood-Based Products Against Decay GRAVELLY CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN MEDIUM MEDIUM MEDIUM replacement, repair, equipment, use and occupancy, location, removal and demolition of detached one and two family dwellings and townhouses not more 9 P 9 P P P 9 rid their accesso structures not more than three stories above grade average illumination of 6 footcandles (65 lux) over the area of the room at a height of 30 inches above the floor level. R317 All sills and plates on exterior foundation wall to be pressure preservatively treated in accordance with AWPA Ut. eLAYs To Low a than three stories above grade plane in height with a separate means of egress a ry Foundation wood orders: wood irders seated in exterior foundation walls to have min. 1 2 inch airs ace all sides or ends wra ed with aluminum 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 9 9 / P PP stairways providing access to a basement from the outdoor grade level shall be provided with an artificial light source located at the bottom landing flashing. of the stairway. R317.1 Location required. Protection of wood and wood-based products from decay shall be provided in the following locations by the use of naturally durable wood R404.1.6 Height above finished grade. Concrete and masonry foundation walls shall extend above the finished grade adjacent to the foundation at all points or wood that is preservative-treated in accordance with AWPA U1 for the species, product, preservative and end use. a minimum of 4 inches where masonry veneer is used and a minimum of 6 inches elsewhere. R202 Definitions: Section R305 R317.1.1. Field 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. R317.3 Fasteners and connectors in contact with preservative treated and fire retardant treated wood. Fasteners, including nuts and washers, and connectors in has been sufficiently braced to prevent damage by the back fill where the unbalanced height of fill exceeds 4 feet. It is installed on the interior or exterior or is integral to any opaque surface of the building envelope. Ceiling Height Z » contact with preservative treated wood and fire retardant treated wood shall be in accordance with this section. The coating weights for zinc coated Section R405 Foundation Drainage Mezzanine: An intermediate level or levels between the floor and ceiling of any story. R305.1 Minimum height. Minimum ceiling heights of 7'-0" in habitable rooms. Minimum ceiling heights of 6-8 in bathrooms, toilet rooms & laundry rooms. O 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 � 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: usable spaces located below grade. Drainage tiles, gravel or crushed stone drains, perforated pipe or other approved systems or materials shall be U s eed Vult is 130 mph or greater. 2. A shower or tub equipped with a showerhead shall have a ceiling height of not less than 6 feet 8 inches above an area of not less than 30 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 Z) P ( ) inches by 30 inches at the showerhead. that is visible from the street or road fronting the property, Address identification characters shall contrast with their background. Address numbers shall drainage system. � i in habitable s ace shall be ermitted to roject to within 6 feet 4 inches of the ollowin standards are ermitted sub'ect to the limitations of this code 3. Beams, girders, ducts or other obstructions in basements canto n g 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 ground or sand gravel mixture with soils according R301.1.1 Alternative provisions. As an alternative to the requirements in Section R301.1, the f g p J (q he limitations therein. Where en ineered desi n is used in conjunction with these standards, the design shall comply with the Building Code. finished floor. of not less than 0.5 inch. Where required by the fire code official, address identification shall be provided in additional approved locations to facilitate to the unified Soil Classification System, Group I Soils, as detailed in Table R405.1. z and t 9 9 1. AWC Wood Frame Construction Manual (WFCM). (2015 EDITION) R308.4 Hazardous locations. The locations specified in Sections R308.4.1 through R308.4.7 shall be considered to be specific hazardous locations for the emergency response. Where access is by means of a private road and the building address cannot be viewed from the public way, a monument, pole or purposes of glazing. other sign or means shall be used to identify the structure. Address identification shall be maintained. Section R406 Foundation Waterproofing and Dompproofing OU tural 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 R406.1 Concrete and masonry foundation dompproofing. Except where required to be waterproofed, foundation walls that retain earth and enclose interior � R301.1.3 Engineered design. Where a building otherwise conventional construction contains strut 9 the bottom exposed edge of the glazing is less than 60 inches above the floor. Section R321 Elevators and Platform Lifts spaces and floors below grade shall be dampproofed from the higher of (a) the top of the footing or (b) 6 inches below the top of the basement O conforming to this code, these elements shall be designed in accordance with accepted engineering practice. The extent of such design need only era licable rovisions and shall be corn atible with the erformance of the conventional framed 1. Where the glazing is within 24 inches of either side of the door in the plane of the door in a closed position. R 321.1 Elevators. Where rovided, assen er elevators, limited use and limited a lication elevators or rivate residence elevators shall corn I with ASME A17.1 CSA floor to the finished rade usin a bituminous coatin . LL. Ln demonstrate compliance of nonconventional elements with oth pp p P P P P 9 PP P P Y / 9 9 9 system. Engineered design in accordance with the International Building Code is permitted for buildings and structures, and parts thereof, included in the 2. Where the glazing is on a wall less than 180 degrees from the plane of the door in a closed position and within 24 inches of the hinge side of B44. M scope of this code. an in-swinging door. Re 321.2 Platform Lifts. Where rovided, latform lifts shall corn with ASME A18.1. R406.3.3 Porous Fill. The s ace between the excavation and the foundation wall shall be backfilled with orous fill u to a hei ht of one-half of the backfilll O ` ' '� Ply P 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 P P P P g Z heioght and covered with strips of 30 pound asphalt paper or 6 MIL polyethylene to permit water seepage while avoiding infiltration of fine soils. ❑ R301.2.1 Wind design criteria. Buildings and portions thereof shall be constructed in accordance with the wind provisions of this code using the ultimate design wind walking surface of stairways, landings between flights of stairs and ramps shall be considered to be a hazardous location. Section R322 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 General, Buildings and structures constructed in whole or in part in flood hazard areas, including A or V Zones and Coastal A Zones, as established in Table T 1. Glazing adjacent to walking surface and rail is installed 34"-38" above landing. R301.2(1), and substantial improvement and repair of substantial damage of buildings and structures in floor hazard areas, shall be designed and R408.1 Ventilation. Crawl space vents: Provide 1 s.f. of venting per 150 s.f. of floor area unless ground surface is covered by a class one vapor retarder 44 windbome debris re ions shall be rotected to meet the re uirements of the lar a missile test of ASTM E1996 & 2. Glazing 36 inches or more measured horizontally from the walking surface. 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 corner of 1� R301.2.1.2 Protection of openings: Window glazing m g P q 9 ASTM E1886 per section 301.2.1.2.1. Garage door glazing shall meet impact-resisting standards or ANSI/DASMA 115. comply with the provisions associated with the most restrictive flood hazard area. Buildings and structures located in whole or in part in identified foundation. thickness of not less than 7 16" and s an not more than 8'-0" shall be permitted for opening protection. Panels Section R310 Emergency Escape and Rescue Openings floodways shall be designed and constructed in accordance with ASCE 24. R408.4 Crawl space access panel to be min. 18" by 24". Openings through perimeter wall shall be not less than 16" by 24". Exception: Wood structural panels with a / P he framin surcoundin the a enin . Panels shall be redrilled and secured with the attachment hardware provided. UNFlNISHL-D BASEMENTS IN A SINGLE FAMILY HOME & IN EACH TOWNHOUSE UNIT BASEMENT, ARE REQUIRED TO HAVE AT LEAST ONE EMERGENCY ESCAPE R 322.1.5 Lowest floor. The lowest floor shall be the lowest floor of the lowest enclosed area, including basement, and excluding any unfinished flood-resistant shall be precut and attached tot g g p 9 P enclosure that is useable sole) for vehicle arkin buildin access or limited stora a rovided that such enclosure is not built so as to render the buildin AND RESCUE OPENING PER SECTION R310. (Egress window & window well) Y P 9. 9 9 P 9 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 �i R310.1 Emergency escape and rescue opening required. Basement shall have not less than one operable emergency escape and rescue opening. or structure in violation of this section. structural panels os specified in Section 503.2. Fireblocking shall be of any grade lumber. TABLE R301.2(1) 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 R502.4 Joists under bearing partitions: Provide 2x full depth blocking 0 48" o.c. max. where beam is not located under wall to allow for piping or vents. O CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA R310.2.1 Minimum opening area. Emergency and escape rescue op g P n q appliances and plumbing fixtures; duct systems; and other service equipment shall be located at or above the elevation required in Section R322.2 or height opening shall be not less than 24 inches and the net clear width shall be not less than 20 inches. R322.3. R502.6 The ends of each joist, beam or girder shall have not less than 1 1/2 inches of bearing on wood or metal and not less than 3 inches of bearing � (' T OUND Wind Design SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER Air Mean R310.2.2 Window sill hei ht. Where a window is provided as the emergency escape and rescue opening, it shall have a sill height of not more than 44 inches on masonry or concrete or alternatively, the ends of joist shall be supported on a 1"x4" ribbon strip and shall be nailed to adjacent stud. ~ P1 GR FLOOD g Exception: Locating electrical systems, equipment and components; heating, ventilating, air conditioning; plumbing appliances and plumbing fixtures; duct W DESIGN UNDERLAYMENT Freezing Annual above the floor where the sill hei ht is below rade, it shall be rovided with a window well in accordance with Section R310.2.3. SNOW SPEED Topographical Special Wind DESIGN FROST LINE HAZARDS 9 g P s stems; and other service a ui ment is ermitted 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. 07 CATEGORY WEATHERING TERMITE DECAY TEMP REQUIRED Index Temp Y q P P LOAD (mph) Effects Wind bourne DEPTH R310.2.3 Window wells. The horizontal area of the window well shall be not less than 9 square feet with a horizontal projection and width of not less than 36 revert water from enterin or accumulatin within the tom onents and to resist h diastatic and h diad namic loads and stresses, includin the effects of R502.8.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural glue-laminated members, p Region Debris inches. The area of the window well shall allow the emergency escape and rescue opening to be fully opened. P 9 9 P Y y Y 9 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 recommendations or as shown on these M r ^ C zone R310.2.3.1 Ladder and steps. Window wells with a vertical depth greater than 44 inches shall be equipped with a permanently affixed ladder or steps usable with below the required elevation provided that they conform to the provisions of the electrical part of this code for wet locations. drawings, v v 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 R 322.1.7 Protection of water su I and sanita sewn e s stems. New and re lacement water su s stems shall be desi ned 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 repared b a re istered truss design ❑ 20 140 NO ( ) SEVERE MODERATE SLIGHT TO PP Y ry 9 Y P PPly Y 9 9 9 PP 9 9 P P Y 9 w g 36" Yes X 1500 O TO HEAVY MODERATE Degrees from the wall and shall be spaced not more than 18 orches on center vertically for the full height of the window well. 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. R310.2.3.2 Drainage. Window wells shall be designed for proper drainage by connecting to the building's foundation drainage system required by Section R405.1 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 by an approved alternative method. required in Section R322.2 or R322.3 shall be flood damage-resistant materials that conform to the provisions of FEMA TB-2. R301.2.1.4 Exposure category. Exception: A drainage system for window wells is not required where the foundation is on well-drained soil or sand-gravel mixture soils in accordance Section R506 Concrete Floors (On Ground) P4 R 322.2.2 Enclosed area below design flood elevation. Enclosed areas, including crawl spaces, that are below the R506.1 Concrete slab on rades to be min 3-1 2 inches thick. 1. Exposure B. Urban and suburban areas, wooded areas or other terrain with numerous closely spaced obstructions having the size of single family dwellings with the United Soil Classification System, Group I soils, as detailed in Table R405.1. design flood elevation shall: 9 / U R311.6 Hallwa s min. 36" clear width. R506.2.2 Base. A 4 inch thick base course consisting of clean graded sand, gravel, crushed stone, crushed concrete or crushed blast-furnace slag passing or larger. Exposure B shall be assumed unless the site meets the definition of another exposure. Y 1. Be used solely for parking of vehicles, building access or storage, a 2-inch sieve shall be placed on the prepared subgrade where the slab is below grade. 2. Ex osure C. 0 en terrain with scattered obstructions having a height less than 30 feet extending more than 1500 feet. Exposure D extends downwind R311.7 Stairways 2. Be rovided with flood o enin s that meet the followin criteria and are installed in accordance with Section R322.2.2.1: P P n r it hei ht and below the re wired headroom P p 9 9 Exception: Abase course is not required where the concrete slab is installed on well-drained or sand-gravel mixture soils classified as Group I � 600 feet from the partially obstructed area. Includes flat open country and grassland. R311.7.1 Width. Stairways shall be not less than 36 inches in clear width at all points above the permitted hada g q 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 according to the United Soil Classification System in accordance with Table R405.1. Q 3. Ex osure D. Flat unobstructed areas ex osed to wind flowin 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 is measured on the exterior of the enclosure walls. p P 9 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 ~ feet from the unobstructed area. handrail is installed on one side of 27 inches where handrails are provided on both sides. R 322.2.2.1 Installation of o enin s. The walls of enclosed areas shall have o enin s installed such that: 07 p g P 9 the concrete floor slab and the base course or the prepared subgrade where no base course exists. The vapor retarder is not required for Garages, U R311.7.2 Headroom. The headroom in stairways shall be not less than 6 feet 8 inches. 1. There shall be not less than two openings on different sides of each enclosed area; if a building has more than one enclosed area below the design utility buildings and other unheated accessory structures. Z R301.3 Story Height, The wind provisions of this code shall apply to buildings with story heights not exceeding 11 feet 7 inches and the laterally unsupported R311.7.3 Vertical rise. A flight of stairs shall not have a vertical rise larder than 151 inches (12.58') between floor levels or landings. flood elevation, each area shall have openings. W bearing wall stud height permitted by Table R602.3(5). Individual walls or wall studs shall be permitted to exceed these limits as permitted by Chapter 6 R311.7.5.1 Risers. The riser height shall be not more than 8 1/4 per supplement rovided for the wall or wall framin members where the limits of 2. The bottom of each opening shall be not more than 1 foot above the higher of the final interior grade or floor and the finished exterior gra a Section R602 Wood Wall Framing provisions, provided that story heights are not exceeded. An engineered design shall be p 9 R311.7.5.2 Treads. The tread depth shall be not less than 9 inches per supplement. immediately under each opening. R602.3 Design and car ,ruction. Com onents of exterior walls shall be fastened in accordance with Tables R602.3 1) throw h R602.3 4. Wall sheathin Cha ter 6 are exceeded. Where the story height limits of this section are exceeded, the design of the building, or the noncompliant portions thereof, to 4 inch and not more than 1 inches shall be rovided on stairwa s 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 shall P ( 9 ( ) 9 U P ' n of less than 3 be faste to fro rs f resist wind loads shall be in accordance with the Building Code. R311.7.5.3 Nosings. A nosing projectio n / P Y R311.7.8 Handrails shall be provided on not less than one side of each flight of stairs with four or more risers. section. ned directly ming membe and shall con Irm to the requirements of Table R602.3(3). O or 2. The corn R311.7.8.4 Continuity. Handrails for stairways shall be continuous for the full length of the flight with winders, at landings, or over lowest tread. R 322.3 Coastal high-hazard areas (including V Zones and Coastal A Zones, where designated) Elevation requirements. 0 R302.2 Townhouses. Common walls separating townhouses shall ut assigned o fire cresistance rating in accordance with Section ity of , Item 1 mon 1. Buildings and structures erected within coastal high-hazard areas and coastal A Zones, shall be elevated so that the bottom of the lowest horizontal wall shared by two townhouses shall be constructed without plwmbing or mechanical equipment, ducts or vents in the cavity of the common wall. The wall Exceptions: shall be rated for fire ex osure 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 turn. structural members supporting the lowest floor, with exception of piling, pile caps, columns, grade beams and bracing, is elevated to or above the base P floor elevation plus 1 foot or the design flood elevation, whichever is higher. TAB EL R602.3(1� FASTENING SCHEDULE installations shall be in accordance with Chapters 34 through 43. Penetrations of the membrane of common walls for electrical outlet boxes shall be in R311.7.10.1 Spiral Stairways. Spiral stairways are permitted provided that the clear with at and below the handrail is not less than 26 inches and the walkline accordance with Section R302.4. 2. Basement floors that are below grade on all sides are prohibited.R 322.3.3Foundations. Buildings and structures erected in coastal high-hazard areas 1. Where a fire sprinkler system in accordance with Section P2904 is provided, the common wall shall be not less than a 1-hour fire-resistance-rated wall radius is not greater than 2q inches. Each tread shall have a depth of not less than 6 inches at the walkline. All treads shall be identical, and the and Coastal A Zones shall be supported on pilings or columns. DISCRIPTION I (a,b,c,d) assembly tested in accordance with ASTM E 119 or UL 263. rise shall not be more than 91 inches. Headroom shall not be less than 6 feet 6 inches. s rinkler s stem in accordance with Section P2904 is not rovided, the common wall shall be not less than a 2-hour-resistance-rated wall R 311.8 Ramps. 1. BLOCKING BETWEE ;STS OR RAFTERS TO TOP PLATE THREE 8D COMMON. TOE NAIL 2. Where a fire p y P 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 Section const Mezzanines 2. CEILING JOISTS T1 'OP PLATE THREE 8D COMMON. TOE NAIL assembl tested in accordance with ASTM E 119, UL 263, or section 703.3 of the Building Code. xc tion: R 325.2 Mezzanines. The clear height above and below mezzanine floor construction shall be not less than 7 feet. Habitable attics shall comply with section R325.6 Y horizontal (8.3 percent slope). All other ramps shall have a maximum slop of 1 unit vertical in 8 units horizontal (12.5 percent). E ep 3. CEILING JOISTS (NOi A TCHED TO RAFTER), 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 R 325.3 Area limitation. The aggregate area of a mezzanine or mezzanines shall be not greater than one-third of the floor area of the room or space in which � OVER PARTITIONS r TABLE R302.1(1) they 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 Iii � � � ti n � N ao EXTERIOR WALLS horizontal (12.5 percent). located. 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 4. CEILING JOIST TO PARALLEL RAFTERS + LAPS TABLE R802.5.1(9) FACE NAIL ¢ N N N M `° N MINIMUM MINIMUM FIRE R 325.4 Means of egress. The means of egress for mezzanines shall comply with the applicable provisions of Section R311. 5. COLLAR TIE TO RAFTERS THREE 10D EACH FACE NAIL o - N N of M a EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE sphere 4 inches or more in diameter. R 325.5 Openness. Mezzanines shall be open and unobstructed to the room in which they are located except for walls not more than 36 inches in height, columns 6, RAFTER OR ROOF TRUSS TO PLATE R 312.2.1 Window sills. In dwelling units, where the top of the sill of an operable window opening is located less than 24 inches above the finished floor and and osts. THREE 10D COMMON 2 ON SIDE + 1 ON OTHER TOE NAIL FlRE-RESISTANCE RATED 1 HOUR 0 feet P WALLS greater than 72 inches above the finished grade or the other surface below on the exterior of the building, the operable window shall comply with one Exce tions: 7. ROOF RAFTERS TO RIDGE, VALLEY OR HIP THREE 10D COMMON. TOE NAIL NOT FIRE-RESISTANCE RATED 0 HOURS 25 feet of the following: P RAFTERS PROJECTIONS FlRE-RESISTANCE RATED 1 HOUR ON THE UNDERSIDE 22 feet to <5 feet 1. 0 erable windows with o enin that will not allow a 4 inch diameter s here to ass throw h the o enin where the o enin is in its lar est o ened 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 P P g P P 9 P 9 P 9 g P enclosed space is not greater than 10 percent of the mezzanine area. 8. STUD TO STUD NO AT BWP TABLE R302.1(2) position. ( ) 16D COMMON AT 24"O.C. FACE NAIL EXTERIOR WALLS- DWELLINGS WITH FIRE SPRINKLERS 2, In buildings that are not more than two stories above grade plane and equipped throughout with an automatic sprinkler system in accordance with g, STUD TO STUD AT BRACED WALL PANEL 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F 2090. 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 Z cn 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 g Z EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE R312.2.2 Window opening and control devices. Window opening control devices shall comply with ASTM F 2090. The window opening control device, after R401.4.1 In lieu of a complete geotechnical evaluation footings shall be placed on rock, sand gravel and/or gravel, sand, silty sand, clayey sand, silty gravel or 11, CONTINUOUS HEADER TO STUD FOUR 8D COMMON. TOE NAIL iii z to rn °' a_ 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 clayey 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 N WALLS NOT FIRE-RESISTANCE RATED o Houlzs 3 feet the area required by Section R310.2.1. any inorganic material or fill. 12. TOP PLATES TO TOP PLATE 16D COMMON ® 16"0/C FACE NAIL O o O O O g TABLE R402.2 Concrete: A 28 day minimum compressive strength (f'c) is required at the following locations: 13. DOUBLE TOP PLATES SPLICE 8-16D COMMON FACE NAIL > > > W > o I se aratin townhouses shall be continuous from the foundation to the underside of the roof sheathing, Section R313 Automatic Fire Sprinkler Systems 2. Basement walls exposed to weather. 3000 psi plus 5 to 7% air entrainment ON EACH SIDE OF END JOINT (24" M"N lAP SPICE w W co no v R302.2.3 Continuity. The fire resistance rated wall or asxten y p g deck or slab. The fire-resistance rutin 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 J01 g automatic sprinkler system. 14. BOTTOM PLATE TO JOIST OR BLOCKING (NOT AT BWP) 16D AT 16"O.C. FACE NAIL `R assessor structures. R 403.1.4.1 Frost protection: Bottom of all footings to be at least 36" below grade. R302.2.4 Parapets for townhouses. R313.1.1 Design and installation. Automatic residential fire sprinkler systems for townhouses shall be designed and installed in accordance with Section P2904 R 403.1.5 Stepped Footings: Step footing 1 ft vertical maximum on 2 feet horizontal where slope of footing bottom exceeds 10% 15. BOTTOM PLATE TO JOIST OR BLOCKING (AT BWP) 2-16D AT 16"O.C. FACE NAIL `Q 1. The parapet shall extend not less than 30 inches above the roof surfaces. or NEPA 13D. R313.2 One and two famil dwellin s automatic fire s stems. One and two family dwellings having a height of three stories above grade shall be equipped 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 TWO 16D COMMON. END NAIL � Exception: A parapet is not required in the preceding two cases where the roof covering complied with a minimum Class C rating as tested in accordance with y 9 Y isolated plain concrete footings supporting columns or pedestals are permitted. FOUR 8D COMMON. T A i or sheathin is of noncombustible materials ora roved fire-retardant-treated wood for a distance of 4 feet on throughout with an automatic sprinkler system. OE N IL ASTM E 108 or UL 790 and the roof deck ng g PP R 403.1.6 Foundation Anchorage; Wood sole plates at exterior walls on slabs and all wood foundation wall sill plates shall be anchored with}¢ inch diameter sum board is installed direct) beneath the roof deckin or sheathin , su orted by not less R313.2.1 Design and installation. Automatic residential fire sprinkler systems shalt be designed and installed in accordance with Section P2904 or NFPA 13D. 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 each side of the wall or walls or one layer of 5/8 inch Type X gyp y 9 9 PP than nominal 2 inch 51 mm led ers attached to the sides of the roof framing members, for a distance of not less than 4 feet on each side of the wall or 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 (/) ( ) 9 Balconies and decks. S rinkler rotection shall be rovided for exterior balconies, decks and round floor atios of dwellin units where the I-- walls and any openings or penetrations in the roof are not within 4 feet of the common walls. P� P P 9 P 9 located not more than 12" or less than 3.5 from the end of each plate section. Plates shall be protected against decay and termites. 22, RIM JOIST OR BLOCKING TO SILL OR TOP PLATE 8D COMMON ® 6"0/C TOE NAIL Z W 3. A aro et 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 P P ITU GIRDERS AN M FACE NAIL AT EACH LAYER 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. BU L P D BEAMS 2X LU BER 20D COMMON AT 32"O.C. T&B STAGGERED � E...i 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 U R302.2.6 Structural independence. Each individual townhouse shall be structurally independent. TABLE R404.1.2 1 d co ( ) 31. WOOD STRUCTURAL PANELS: SUBFLOOR, 6D COMMON (WALL) 6" o/c at edges and O O m Exceptions: Section R314 Smoke Alarms Minimum Horizontal Reinforcement for Concrete Basement Walls ROOF, AND WALL SHEATHING TO FRAMING BD COMMON (ROOF) 12"o/c at interior W w 1. Foundations supporting exterior walls or common walls. R314.1 General. Smoke alarms shall comply with NEPA 72 and Section R314. 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 MAXIMUM UNSUPPORTED 8D COMMON (SUBFLOOR) supports (see note f) W w I HEIGHT OF BASEMENT LOCATION OF HORIZONTAL REINFORCEMENT R302.3 Two-famil dwellin s. Dwellin 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. wALL (FEET) a. All nails are smooth-common, box or deformed shanks except where otherwise stated. Nails used for framing and sheathing v o Y 9 9 of the Buildin Code. Fre-resistance-rated floor ceilin and R314.3 Location. Smoke alarms shall be installed in the following locations. S 8 ONE N0. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY connections shall have minimum average bending yield strengths as follows: 80 ksi for shank diameter of 0.192" (20d common nail), fire-resistance rating where tested in accordance with ASTM E 119 or UL 263 or section 703 3 g / 9 wall assemblies shall extend to and be tight against the exterior wall, and wall assemblies shall extend from the foundation to the underside of the roof 1. In each sleeping room. AND ONE N0. 4 BAR NEAR MID- HEIGHT OF THE WALL STORY 90 ksi for shank diameters larger than 0.142" but not larger than 0.177", and 100 ksi for shank diameters of 0.142" or less. O 2. Outside each se arate slee in area in the immediate vicini of the bedrooms. d. 4-foot-by-8 foot or 4 foot by 9 foot panels shall be applied vertically � 4 sheathing. P P 9 tY ONE NO. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY W 1i 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 T 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. I1 W - 13, R314.3.1 Installation near cooking appliances. Smoke alarms shall not be installed in the following locations unless this would prevent placement of a smoke ❑ R302.3.1 Supporting construction. Where floor assemblies are required to be fire-resistance rated by Section R302.3, the supporting construction of such assemblies alarm in a location required by Section R314.3. TABLE R404.1.2(8) Minimum Vertical Reinforcement for 8, 10 and 12 inch Concrete Basement Walls shall have an equal or greater fire-resistance rating. 1. Ionization smoke alarms shall not be installed less than 20 feet (6096 mm) horizontally from a permanently installed cooking appliance. 1 3 8 inches thick or 20 minute fire-rated doors, a ui ed with a self-closin device. Doors MINIMUM VERTICAL REINFORCEMENT BAR R602.3 5 2x4 wall studs at 16 inches on center with a maximum hei ht of 10 feet shall su ort a maximum of one floor lus roof ceilin assembl 2x6 0 R302.5.1 Opening Protection. Honeycomb core steel doors not less than / q PP 9 2. Ionization smoke alarms with an alarm-silencing switch shall not be installed less than 10 feet (3048 mm) horizontally from a permanently installed SIZE AND SPACING (INCHES) ( ) 9 PP P / 9 Y• H co 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: I-= r 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 3. Photoelectric smoke alarms shall not be installed less than 6 feet (1828 mm) horizontally from a permanently installed cooking appliance. MAXIMUM UNSUPPORTED MAXIMUM UNBALANCED DESIGN LATERAL SOIL PRESSURE OF 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 WALL HEIGHT BACKFILL HEIGHT 45 P5F PER FOOT OF DEPTH 2X6 jjE2 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 Z ui No. 26 gage sheet steel or other approved material and shall not have openings into the garage. 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 clay. e in - arae fire se aration. The arae shall be se arated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. spaced at 16 inches on center and 20 feet where spaced at 12 inches on center. Z �' Q R302.6 Dw II g g g p 9 9 P Section R314.3, the alarm devices shall be connected in such a manner that the actuation of one alarm will activate all of the alarms in the WALL THICKNESS (INCHES) 9YP P Y P P PP y 9 9 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 - o / p ul Attachment of sum board shall corn I with Table R702.3.5. The wall se aration rovisions of Table R302.6 shall nota I to ora a walls that are individual dwelling unit. 8 to 12 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 A perpendicular to the adjacent dwelling unit wall. Gara a walls: 5 8 inch e X sum board on arae side, 1/2 inch type X gypsum board on opposite wall side at habitable areas, Garage ceiling: 5/8 6 7 NR NR NR than 2 inches nominal thickness and have a width not less than the width of the studs. W �� p6 RT CN�c ��� TABLE R302.6 g / typ gyp 9 9 Section R315 Carbon Monoxide Alarms s 6 5 ® a1 NR NR __�,. 'S'L `•{ R602.6 Drilling and notching of dimensional lumber to conform to sections R602.6, R602.6.1, and figure R602.6(1). Notiching & bored hole limitations for 0 � � h � type X gypsum board R315.1 General. Carbon monoxide alarms shall be rovided in accordance with section 915 of the Fire Code of NYS. 10 9 6 ® 41 5 ® 22 NR 1 , 4. I R302.9 Flame Spread & Smoke Density Index. R309.2.1: Wall & ceiling finishes shall have a flame spread classification of not greater than 200. R30.9.2: Wall & Ceiling P 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 � - .,,��, s .c finishes shall have a smoke developed index of not greater than 450. Tested in accordance with ASTM E84 or UL 723. framing to accommodate piping. 16 gage and 1.5 inch wide metal tie fastened across and to the plate at each side of the notch with 8-10d nails f- , c ii. v.I R302.11 Fire blocking shall be provided in wood-framed construction in the following locations: NR denotes no reinforcing required. each side. Follow manufacturers specifications for engineered products. (figure R602.6.1) 1. In concealed spaces of stud walls and partitions, including furred spaces and parallel rows of studs or staggered studs, as follows: Locate vertical bars 1Y," clear from inside face of walls. The center of bars shall not vary from this by more than inch. w ` 1.1 Vertically at the ceiling and floor levels. W 3 _ N +w«Z�'�� . is 1.2 Horizontally at intervals not exceeding 10 feet. cur at soffits ilio ceilin s and cove ceilin s. V 0238�� y0 2. At interconnections between concealed vertical and horizontal spaces such as oc p g 9 3. In concealed s aces between stair strip ers at the to and bottom of the run. Enclosed spaces under stairs shall comply with Section R302.7. D ���N��j P 9 P 4. At openings around vents, pipes, ducts, cables and wires at ceiling and floor level, with an approved material to resist the free passage of flame and products of combustion. The material filing this annular space shall not be required to meet the ASTM E 136 requirements. 5. For the fire blocking of chimneys and fireplaces, see Secton R1003.19. JOB NUMBER 6. Fire blocking of cornices of a two-family dwelling is required at the line of dwelling unit separation. R302.11.1 Fireblocking materials. Except as provided in Section R302.1, Item 4, fireblocking shall consist of the following materials. Z O 3 1. Two-inch nominal lumber. 2. Two thicknesses of 1" nominal lumber with broken lop joints. W 3. One thickness of 23/32 inch wood structural panels with joints backed by 23/32 inch wood structural panels. UNIT 3 7 UNIT 3 8 T SHEET NUMBER 2 4. One thickness of 3/4 inch particleboard with joints backed by 3/4 inch particleboard. Z 5. One half inch gypsum board. 6. One quarter inch cement based millboard. (M O D EL B 2 ) (M O D EL B 2 `� 7. Batts or blankets of mineral wool or glass fiber or other approved materials installed in such a manner as to be securely retained in place. W COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED TRUSS IDENTIFICATION SIGN co 4) TABLE R602.3(3) Z P2607.2 Pipes penetrating exterior walls. Where a pipe penetrates an exterior wolf, waterproof seal shall be made on the exterior of the wall b one of the followin PART 1265. RESIDENTIAL STRUCTURES WITH TRUSS Z C , Requirements for Wood Structural Panel Wall Sheathing Used to Resist Wind Pressures (a,b,c) N1101.11.1 (R303.2.1) Protection of exposed foundation insulation. Insulation applied to the exterior of basement walls, crawlspace walls and the perimeter of P P 9 PP P P Y g TYPE CONSTRUCTION, PRE-ENGINEERED WOOD W P"1 slab-on-grade floors shall have rigid, opaque and weather-resistant protective covering to prevent the degradation of the insulation's thermal performance. methods: _ ULTIMATE DESIGN The protective covering shall cover the exposed exterior insulation and extend not less than 6 inches (153 mm) below grade. 1. A waterproof sealant applied at the joint between the wall and the pipe. CONSTRUCTION AND OR TIMBER CONSTRUCTION � � c MINIMUM NAIL PANEL NAIL WIND SPEED V ult P 9 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 efastomeric material. 6" DIA. m 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 REFLECTIVE RED Q }�� U MINIMUM MINIMUM MAXIMUM WALL furnace is located, a utility room or an approved location inside the building. PANTONE PMS 187 V ( - ... WOOD NOMINAL PANEL STUD SPACING WIND EXPOSURE damage, the tank shall be installed in a pan constructed of one of the following: ( ) # SIZE PENETRATION STRUCTURAL THICKNESS (INCHES) EDGES FIELD CATEGORY TABLE N1102.1.2 (R402.1.2) 1. Galvanized steel or aluminum of not less than 0.0236 inch (0.6010 mm) in thickness. X Z (� ) L (INCHES) PANEL SPAN (INCHES) (INCHES O.C.) (INCHES D.C.) Insulation and fenestration Requirements by Component S RATING 2. Plastic not less than 0.36 inch (0.9 mm) in thickness. O ` B C D SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENT SLAB CRAWL v 0 �� � n 6 CLIMATE FENESTRATION 3. Other approved materials. �' 8d 16 6 12 170 140 135 ZONE n U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE & SPACE EFLECTIVE : N o CM,- - COMMON 1.75 24/16 7/16 U-FACTOR SHGC R-VALUE R-VALUE R-VALUE DEPTH WALL Aplastic pan installed beneath agas-fired water heater shall be constructed of material having a flame spread index of 25 or less and o smoke developed R-VALUE index of 450 or less when tested in accordance with ASTM E84 or UL723. M WHITE I "�' w > I 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 4 EXCEPT 0.32 0.55 0.40 49 20 OR 13+5h 8/13 19 10/13 10,2 ft 10/13 story) shall have the wall sheathing and fasteners designed to resist combined uplift and shear forces in accordance with accepted engineering MARINE " N Z Section T101 Scope 1/4" Z i x to 16 M practice. T101.1 Gereral. The provisions shall be applicable for new construction where solar-ready provisions are required. _ N1102.2.2 (R402.2.2) Ceilings without attic spaces. Where section N1102.2 would require insulation levels above R-30 and the design of the roof/ceiling assembly does 1/2" U Q w r, M 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 V � �' co extend over the to of the wall late to the outer edge of late without compression. The reduction of insulation from the requirements of Section Section T102 General Definitions COMPLIANCE WITH 19 NYCRR 1264 ❑ M For rafters at 16"o/c in 130mph wind speed. Roof pitch > 5/12 Exposure B P P g P P Solar-Read Zone. A section or sections of the roof or building overhang designated and reserved for the future installation of a solar SIGNS IDENTIFYING THE EXISTANCE OF TRUSS CONSTRUCTION SHALL CONSISTS OF A CIRCLE 6'IN coo 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 9 9 9 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 O REFLECTIVE WHITE IN Uplift Force # 117 149 182 203 226 247 281 314 CD ± Increase x1.09 for 12. Increase x 1.5 for itch < 5 24"a/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 IN COLOR,CONFORMING TO PANTONE P / t the fenestration requirements of Table Section T103 Solar-Ready Zone MATCHING SYSTEM(PMS)1187. P4 o Exception: vertical doors that provide access from conditioned to unconditioned spaces shall be permitted to mee Screws for attaching sum board and gypsum panel products to wood framing shall be Type W or Type S in accordance with ASTM C 1002 R1102.1.2 based on the applicable climate zone specified in Chapter 3. T103.2 Construction document requirements for solar ready zone. Construction documents shall indicate the solar-ready zone. SECTION 1265.4.SIGN OR SYMBOL i R702.3.5.1 Screw fastening S 9 9YP 9 THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BY AFFIXED TO THE ELECTRICAL BOX ATTACHED than 5 8 inch. R402.2.8 Floors. Floor framing-cavity insulation shall be installed to maintain permanent contact with the underside of the subf►oor decking. T103.3 Solar-ready zone area. The total solar-ready zone area shall be not less than 300 square feet (27.87 m2) exclusive of mandatory access or set back TO THE EXTERIOR OF THE RESIDENTIAL STRUCTURE: PROVIDED,HOWEVER,THAT: IS AFFIXING THE SIGN OR and shall penetrate the wood not less t / N1102.2.8 ( ) 9 Y n 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 THE ELECTRICAL BOX WOULD OBSCURE ANY METER ON THE ELECTRIC BOX,OR IF THE UTILITY R702.4 Ceramic Tile. n Table R702.4.2 N1102.2.9 below(R40gra Basement shall be of materials listed i conditioned 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-ready zone area of not less than 150 square feet PROVIDING ELECTRICAL SERVICE TO THE RESIDENTIAL STRUCTURE DOES NOT ALLOW THE SIGN OR SYMBOL R702.4.2 Backer boards. Materials used as backers for wall the in tub and shower areas and wall panels in shower area below grade or to the basement floor, whichever is less. Walls associated with un q 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 , and outdoor combustion air. Where using tight-fitting N1102.4.2 R402.4.2) Fireplaces. New wood-burning fireplaces shall have tight-fitting flue dampers or doorsof 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 Z OR TABLE R702.4.2 doors on factory-built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. T103.4 Obstructions. Solar-ready zones shall be free from obstructions, including but not limited to vents, chimneys, and roof-mounted equipment. SIGN OF OCCC SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED PRIOR TO THE ISSUANCE OF A CERTIFICATE Backer Board Materials T103.7 Roof load documentation. The structural design loads for roof dead toad and roof live load shall be clearly indicated on the construction documents. UPANCY 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: 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. w FIBER REINFORCED GYPSUM PANELS ASTM C 1278 location or main circuit location. NONASBESTOS FIBER-CEMENT BACKER BOARD ASTM C 1288 OR ISO 8336, CATEGORY C GENERAL REQUIREMENTS A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE BUILDING ENVELOPE. THE EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINUOUS AIR BARRIER. IIQIE: 5/8 INCH THICK ROOF SHEATHING IS TO BE USED, WHEN ROOF TRUSSES ARE SPECIFIED AS THE ROOF FRAMING MEMBERS. M � NONASBESTOS FIBER MAT REINFORCED CEMENTITIOUS BACKER UNITS ASTM C 1325 BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. E 3901.7 Outdoor outlets. A water proof outlet is required for any size, deck, porch, or balcony that is accessible from inside dwelling unit. At least one installed at Z the front and back of dwelling units. 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: O TABLE R703.8.1 CEILING/ ATTIC THE AIR BARRIER IN ANY DROPPED CEILING/ SOFFIT SHALL BE ALIGNED WITH THE INSULATION AND ANY 9 D (EQUATION 16-8) 0 GAPS IN THE AIR BARRIER SEALED. E 3901.9 Garage Outlets. Garage receptacle, outlets must be serviced by a separate branch circuit that does not supply other outlets. At least one receptacle outlet D + L (EQUATION 16-9) Allowable Spans for steel lintels supporting masonry veneer ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE WALL DOORS TO UNCONDITIONED ATTIC SPACES SHALL is required for each car space in a garage. 0_ D + S (EQUATION 16-10) BE SEALED. SIZE OF STEEL ANGLE NO STORY D + .6W (EQUATION 16-12) LL ONE STORY Two STORIES E 3902.14 Location of GFCI outlets. All GFCI outlets must be placed in readily accessible locations. Ln a,c (Inches) ABOVE ABOVE ABOVE WALLS THE JUNCTION OF THE FOUNDATION AND THE SILL PLATE SHALL BE SEALED. EQUATION 16-13 THE JUNCTION OF THE TOP PLATE AND THE TOP OF THE EXTERIOR WALLS SHALL BE SEALED. D + 0.75 (.6W) + 0.75 S II­_ m L3x3x1/4 6'-0" 4'-6" 3'-0" KNEE WALLS SHALL BE SEALED. D = DEAD LOAD, L = LIVE LOAD, S = SNOW LOAD, W = LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30 OF Z � C) 1_430/4 8'-0" 5'-0" 4'-6" WINDOWS. SKYLIGHTS AND THE SPACE BETWEEN WINDOW/ DOOR JAMBS AND FRAMING, AND SKYLIGHTS AND FRAMING SHALL BE ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND SPEED 101 MPH BASIC DESIGN WIND SPEED IN EXPOSURE CATEGORY B. ❑ L50.54/16 10'-0" 8'-0" 6'-0" DOORS SEALED. DESIGN LOADS: TABLE R301.7 RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER ROOF TRUSSES SHALT. BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: L60.50/4 14'-0" 9'-6" �'-o" 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, FLOORS (INCLUDING ABOVE THE AIR BARRIER SHALL BE INSTALLED IN ANY EXPOSED EDGE OF INSULATION THE FOLLOWING LIVE LOADS: ALLOWABLE BCLL=IOPSF, AND BCDL = 10 PSF. PROVIDE ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. [� GARAGE AND CANTILEVERED �1 ROOF: STRUCTURAL MEMBER DEFLECTION a. Long leg of the angle shall be placed in a vertical position. FLOORS) GROUND SNOW LOAD 20PSF FROM FIGURE R301.2(6) TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75". � �"­"l c. Minimum bearing to be 6". SHAFTS, PENETRATIONS DUCTS SHAFTS, UTILITY PENTRATIONS, AND FLUE SHAFT OPENING TO EXTERIOR OR UNCONDITIONED MINIMUM DISTRIBUTED LIVE LOAD PER TABLE R301.5 Rafters havin SIO es reater than L 180 SPACE SHALL BE SEALED. (FOR SOLAR READY ROOF DESIGN LOAD ADD: 24 POUNDS g p g / TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL INCLUDE THE R703.12 Adhered masonry veneer installation. Adhered masonry veneer shall comply with the requirements of Section R703.7.3. �� F-J 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: '(,� 1. Minimum of 4 inches stud mm) above the earth RECESSED LIGHTING RECESSED LIGHT FIXTURES INSTALLED AT IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO t0 rafters 1. DEPTH, SLOPE (IF ANY), SPAN, AND SPACING.Interior WOIIS and partitions H/180 2. LOCATION 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 B ALL JOINTS. vertical attachment flange of 3 � inches (89 mm) shall be installed to extend a minimum of 1 inch (25 mm) below the foundation plate line on exterior SHOWER/ TUB ON THE AIR BARRIER INSTALLED AT EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS SHALL SEPARATE THEM BALCONIES AND DECKS: 40 PSF 3. REQUIRED BEARING WIDTHS. 9 EXTERIOR WALL FROM THE SHOWERS AND TUBS. UNINHABITABLE ATTIC W/0 STORAGE: 10 PSF 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. � w stud walls in accordance with Section R703.4. Floors and ceilings w/ brittle finish L/360 4.2. TOP CHORD DEAD LOAD. W Support b 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 W R703.8.2.2. pp y 9 HABITABLE ATTIC W FIXED STAIRS: 30 PSF All other structural members L/240 4.3. BOTTOM CHORD LIVE LOAD. 0 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 ON EXTERIOR WALLS BOXES SHALL BE INSTALLED. 4.4. BOTTOM CHORD DEAD LOAD. anchored with not fewer than three 5/8 inch diameter by 5 inch lag screws to every wood stud spacing. Each additional wood roof member shall be ULTIMATE DESIGN WIND SPEED: 130 MPH FROM FIGURE R301.2(4)A Exterior walls With plaster Or stucco finish L/180 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. C/,-) ^ � I"'1 nails at eve wood studspacing. Install flashing and weep holes. The maximum height of the brick veneer above the lintel R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and 4.6. CONTROLLING WIND LOADS. m v J v anchored by the use of two tOd na every9 N1102.4.5 ( ) 9 P 9 EXPOSURE CATEGORY: B FROM R301.2.1.4 Exterior walls with brittle finishes L/180 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. � T � shall be 12 feet 8 inches, with max 7:12 roof pitch. See figures R03.8.2.1 & R703.8.2.2. 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 ❑ I�i 4 O SEISMIC DESIGN CATEGORY: B FROM FIGURE 301.2.2 (exempt 6. EACH REACTION FORCE AND DIRECTION. extending or caulk between the 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 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 ex q in accordance with ASTM E 283 ata 1.57 psf (75Pa) pressure differential. All recessed luminaires shall be sealed with a gasket 1� into the veneer a minimum 1-1/2 inches, with not less than 5/8 inch mortar or grout cover to outside face. minimum tie size= 22 US gage. Minimum tie housing and the interior wall or ceiling covering. from seismic provisions of code per ,j R301.2.2) LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. 1�' - 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 C402.4 R402.4.6 Tenant Separation Walls (Mandatory). Fire Separations between dwelling units in two-family dwellings and multiple single-family dwellings Lintels supporting masonry veneer L/600 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. shall be spaced not more than 32" on center horizontally and 24 inches on center vertically. I (townhouses) shall be insulated to no less than R-10 and the walls shall be air sealed. PRESUMPTIVE LOAD-BEARING VALUE OF SOIL: 2,000P, Per TABLE 9. CONNECTION RATIO FOR LIVE 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 WE AND TOTAL LOAD. P4 V 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 B THE TRUSS MEMBERS. &5Section N1103 (R403) 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. 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 Systems NOTE: Soils with clay or clay and silt will require a redesign l [ , Q loser than 10 N 1103.1 (R403.1) Controls (Mandatory). At least one thermostat shall inch in diameter. Weepholes shall be located immediately above the flashing. of building footings. WOOD FLOOR TRUSSES SHALL BWOOD FLOOR TRUSS SPECIFICATIONS:E DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE BUILDING CODE. R703.14.2 Fire Separation. Polypropylene siding shall not be installed on walls with a fire separation distance of less than 5 feet (1524 mm) and walls cl be provided for each separate heating and cooling system. 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 A B B R EV I AT I 0 N S � feet Walls perpendicular to the line used to determine the fire separation distance. the heating and cooling system on a daily schedule to maintain different temperature set points at different times of the day. This thermostat shall include 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: Z C ) Exception: PrP the capability to set back or temporarily operate the system to maintain zone temperatures down to 55'F (1SC) or up to 85'F(29'C). The thermostat shall D (EQUATION(EQUATION V R801.3 Roof drainage in areas where expansive soils or collapsible soils are known to exist: All dwellings shall hove a controlled method of water disposal from roofs A.B. ANCHOR BOLT D + L (EQUATION 16-9) W that will collect and discharge roof drainage to the ground surface not less than 5 feet from foundation walls or to an approved drainage system. 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 RANGE � than 78'F (26'C). A.F.F. ABOVE FINISH FLOOR DTL DETAIL LT. LIGHT R.O. ROUGH OPENING R802.1.5.4 Labeling each piece of Fre-retardant treated lumber and wood structural panels shall be labeled per section 802.1.1. ADJ. ADJACENT ADJUSTABLE R. D = DEAD LOAD, L = LNE LOAD, U each other to ridge board or direct) o osite 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 / EA. EACH LVR. LOWER RISER R802.4.2 Framing details. Rafters shall be framed not more than 1 % inches (38 mm) offset from g y PP PPY 9 9 PP 9 Y A.F.T. ABOVE FINISH TREAD E.J. EXPANSION JOINT L.T. LAUNDRY TUB RND ROUND and shall be not less than 1 inch 25 mm) nominal thickness and not less in depth than the cut end of the rafter. At have an outdoor setback control that lowers the boiler water temperature based on the outdoor temperature. ALUM. ALUMINUM FLOOR TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS; OQ with a collar tie. 802.3 Ridge bo ( ELEC. ELECTRICAL S.C. SAWCUT TCLL = 40 PSF, TCDL = 10 PSF, AND BCDL = 5 PSF 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. ANCH. ANCHOR ELEV. ELEVATION MAS. MASONRY valleys and hips there shall be a valley or hip ra ( ) supported at the rid e b a brace to a bearing partition or be designed to carry and distribute the specific load at that N1103.3.1 (R403.3.1) Insulation (Prescriptive). Supply and return ducts in attics shall be insulated to a minimum of R-8 where 3 inches (76.2 mm) in diameter and < ANGLE EQ. EQUAL MAT. MATERIAL SCHEM. SCHEMATICTRUSSES SHALL HAVE A MAXIMUM LIVE LOAD DEFLECTION OF L/480 AND A TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75". Hip and valley rafters shall be supp g Y SHELF than three units vertical in 12 units horizontal (25 percent slope), structural members that support rafters and ceiling greater and R-6 where less than 3 inches (76.2 mm) in diameter. Supply and return ducts in other portions of the building shall be insulated to a ARCH. ARCHITECTURAL EQUIP EQUIPMENT MAX. MAXIMUM SHLF point. Where the roof pitch is less t ® AT MDO MEDIUM DENSITY OVERLAY SHT. SHEET TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL INCLUDE THE joists, such as ridge beams, hips and valleys, shall be designed as beams. minimum of R-6 where 3 inches (76.2 mm) in diameter or greater and R-4.2 where less than 3 inches (76.2 mm) in diameter. EXP. EXPANSION SIMILAR 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 MIN. MECHANICAL SIM. FOLLOWING INFORMATION: BD. BOARD MIN. MINIMUM S.S. STAINLESS STEEL 1. DEPTH, SPAN, AND SPACING. accepted engineering practices. N1103.3.2 (R403.3.2) Sealing (Mandatory). Ducts, air handlers and filter boxes shall be sealed. Joints and seams shall comply with section M1601.4.1. BLDG. BUILDING EE. EACH ENDSTL. STEEL 2. LOCATION OF R802.7.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural glue-laminated members, cross-laminated Exceptions: BM BB BEAM STRUCT. STRUCTURAL 3. REQUIRED BM.O. MASONRY OPENING ALL JOINTS. BEARING WIDTHS. timber members or I-joists ore prohibited except where permitted by the manufacturers recommendations or where the effects of such alterations are 1. Air-impermeable spray foam products shall be permitted to be applied without additional joint seals. BTM BOTTOM F/C FLOOR COVERING CHANGE MTL. METAL SUSPENSION 4.1. TOP CHORD LNE LOAD OR SNOW LOAD, specifically considered. SUSP. supported lateral) b solid 2. For ducts having static pressure classification of less than 2 inches of water column (500 Pa), additional closure systems shall not be required for BRG. BLOCKING F.D. FLOOR DRAIN N.I.C. NOT IN CONTRACT SQ. SLIDING GLASS DOOR 4.2, TOP CHORD DEAD LOAD. BRG. BEARING SQUARE 4.3. BOTTOM CHORD LIVE LOAD. � R802.8.1 Bridging. Rafters and ceiling joists having a depth to thickness ratio exceeding 6 to 1 based on nominal dimensions shall be supp Y Y continuously welded joints and seams, and locking-type joints and seams of other than the snap-lock and button-lock types. FDN. FOUNDATION (NTS) NOT TO SCALE SQ' 4.4. BOTTOM CHORD DEAD LOAD. blocking, diagonal bridging (wood or metal) or a continuous 1 inch by 3 inch wood strip nailed across the rafter or ceiling joists at intervals not exceeding BRK BRICK _ N1103.3.3 R403.3.3 Duct testingMandato Ducts shall be pressure tested to determine air leakage. FLR. FLOOR TB TOWEL BAR 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. I- N N N ,7 i. m N 7 8 feet. ( ) (Mandatory). P g BSMT BASEMENT with tecos for header N1103.4 (R403.4) Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 10TF (41'C) or below 55'F (13'C) shall FP FIREPLACE T & G TONGUE AND GROVE 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. u b 4'-O" and doubled over 4'-0" unless otherwise noted on plan. Connect CENTER LINE O.C. ON CENTER � N R802.9 Trimmer joist: single header and trimmer for openingsp (L F.R. FIRE RATED TGS TOP OF GRADE SLAB 6. EACH REACTION FORCE AND DIRECTION, be insulated to a minimum of R-3.N1103,7(R403.7) Equipment sizing and efficiency rating (Mandatory). Heating and cooling equipment shall be sized in C.M.U. CONCRETE MASONRY UNIT FIRM FRAME OPER. OPERATOR TPN TOP OF FOUNDATION WALL 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY joist spans of 6'-0" and greater. accordance with ACCA Manual S based on building loads calculated in accordance with ACCA Manual J or other calculated in accordance with ACCA Manual J C.J. CONTROL JOINT OPNG. OPENING LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. R806.3 Vent and insulation clearance. Where eave or cornice vents are installed, blocking, bridging, and insulation shall not block the free flow of air. Not less 9 FF. FOOT / FEET TYp TYPICAL or other approved heating and cooling calculation methodologies. COL. COLUMN FTG FOOTING OPT. OPTIONAL T TREAD 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. than a 1 inch space shall be provided between the insulation and the roof sheathing and at the location of the vent. N1103.6 R403.6 Mechanical ventilation Mandato The building shall be provided with ventilation that meets the requirements of the 2015 International Mechanical CONC. CONCRETE O.S.B. ORIENTED STRAND BOARD 9. CONNEC11ON REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. ( ) (Mandatory) g p q TOWEL ROD 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 TR TRIPLE 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. Section R807 Attic Access means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilations stem is not operating. GALV. GALVANIZED TRPL 11. MAXIMUM AXIAL COMPRESSION FORCES B 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 9 h P YCONT. CONTINUOUS 1/R ONE ROD G.C. GENERAL CONTRACTOR 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. cn CONST. CONSTRUCTION 1/S ONE SHELF U.N.O. UNLESS NOTED OTHERWISE z CO inches (762 mm) or greater over an area of not less than 30 square feet (2.8m2). The vertical height shall be measured from the top of the ceiling Section N1104 (R404) Electrical Power and Lighting Systems CTSK. COUNTERSUNK GEN. GENERAL PC POURED CONCRETE • DRAFTSTOPPING: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR-CEILING ASSEMBLY, DRAFTSTOPS SHALL BE N a_ g C.O. CASED OPENING GYP- GYPSUM VERT. VERTICAL INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. z a framing members to the underside of the roof framing members. N es b 30 inches 559 mm b 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 G.L. GLUE LAM PBD, PARTICLE BOARD V.I.F. VERIFY IN FIELD WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR-CEILING ASSEMBLIES UNDER THE _O O_ O_ � _O O_ z H w The rough-framed opening shall be not fess than 22 inch y ( Y ) CANT. CANTILEVER 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. C.T. CERAMIC TILE PL. PLATE WASHER FOLLOWING CIRCUMSTANCES: HGT. HEIGHT 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 CEG. CEILING PNL. PANEL WITH BOOR FRAMING IS CONSTRUCTED OF TRUSS-TYPE OPEN-WEB OR PERFORATED MEMBERS. > > > Q > > a HDWR. HARDWARE W/ > > > Liu > > Q � access measured vertical) from the bottom of ceiling framing members. See Section M1305.1.3 for access requirements where mechanical equipment is Section M1305 Appliance Access C.M. CROWN MOULD HORZ. HO RIZONTAL,HORIZONTALLY PWD. PLYWOOD WD WOOD MATERIALS: DRAFISTOPPING MATERIAL SHALL BE NOT LESS THAN 1/2 INCH GYPSUM BOARD, 3/8 INCH WOOD STRUCTURAL PANELS. y HD.WD. HARDWOOD PF. PREFABRICATED WELDED WIRE FABRIC � � � w � � 6 m v 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 W.W.F. 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 fD Section R902 Fire Classification replaced. A level working space not less than 30 inches dee and 30 inches wide 762 mm b 762 mm shall be provided in front of the control side to D DRYER HDR. HEADER PROJ. PROJECT / PROJECTED WNDW WINDOW TYPICAL ROOF & FLOOR TRUSS NOTES: o P 9 P P ( Y ) P PENNY HB HOSE BIB PSI POUNDS PER SQ. IN. coverin materials. Roof shall be covered with materials as set forth in Sections R904 and R905. Class A, B or C roofing shall be installed in service an appliance. DBL. DOUBLE N R 902.1 Roofing g PSF POUNDS PER SQ.Ff. 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 * TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND MANUFACTURE OF METAL-PLATE-CONNECTED WOOD TRUSSES SHALL a 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 App a g pp P P DIA. DIAMETER 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 INGR. IN GROUND P.T. PRESSURE TREATED COMPLY WITH ANSI/TPI1. THE TRUSS DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF NEW YORK. roofing required by this section to be listed shall be tested in accordance with UL 790 or STM E 108. 9 PP ( ) 9 ( ) ( ) g DTR. DIRECTION INSUL. INSULATION QUAD. QUADRUPLE * TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT WOOD MEMBERS CLAMPED IN RIGID FIXTURES DURING ASSEMBLY TO R 902.4 Rooftopmounted photovoltaic panel system. Rooftop mounted photovoltaic panel system installed on or above the roof covering shall be tested, listed and along the centerline of the passageway from the opening to the appliance. P DN DOWN nel s tem shall be installed in 'urisdictions desi Hated by law M1307.3 Elevation of ignition source. Appliances having an ignition source shall be elevated such that the source of ignition is not less than 18 inches (457 mm) DR. DOOR INT. INTERIOR REQ'D REQUIRED INSURE TIGHT FITTING JOINTS. identified with a fire classification in accordance with UL 2703. Class A, B or C photovoltaic pa ys I 9 9 PP I.S. INSIDE CORNER REF. REFER TO REFERENCE * TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND os requiring their use or where the edge of the roof is less than 3 feet (914 mm) from a lot line. above the floor in garages. DW DISH WASHER RMS. ROOMS D METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN DESIGNED AND INSTALLED TO PREVENT ROTATION AND PROVIDE Z W q 9 he eave of the roof intersects a wall to prevent water intrusion into the wall assembly. M 1502 Clothes dryer duct maximum length not to exceed 35' from the connection to the transition duct and reduced 2-1/2 inches for every 45 degree bend and DWG- DRAWING J • JOINT REINF. REINFORCING,REINFORC R 903.2.1 Exposed wall flashing required to have akick-out where t ' rodu t warrant . Car down front of fascia, min 4" 5 feet for each 90 degree bend. Install booster fan for additional lengths. Clothes dryer exhaust system shall comply with code section M1502 listed and KSI KIPS PER SQUARE INCH LATERAL STABILITY N ACCORDANCE WITH ACCEPTED INDUSTRY PRACTICE SUCH AS THE SBCA BUILDING COMPONENT SAFETY INFORMATION BCSI GUIDE TO GOOD PRACTICE FOR 2 r [ R 905.1.2 An ice barrier/ water shield shall be installed per manufacturers specifications, to maintain p c y Carry HANDLING, INSTALLING & BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. [� 0 typical. Apply ice & water shield in fair weather when the air, roof deck and membrane are at temperatures of 40 degrees Fahrenheit or labeled in accordance with UL2158A. Exhaust duct size shall comply with code section M1506. * TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE APPROVAL OF A REGISTERED DESIGN PROFESSIONAL 0_ higher. Ice protection requirements per table R301.2(1). Install ice & water shield at all eaves, gable ends, hips & valleys. On roofs slopes less * THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY BRACING HAS O m than 4:12, entire roof to receive ice & water shield. G2415.7 (404.7) Protection against physical damage: Where piping is installed through holes or notches in framing members and the piping is located less than 1 BEEN DESIGNED AND INSTALLED FOR THE INSTILLATION OF THE TRUSSES. W W 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 inches (38 mm) from the framing member face to which wall, ceiling or floor membranes will be attached, the pipe shall be protected by shield plates that 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 > Y 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 GRAPHIC SYM B 0 LS W w underlayment application is required in accordance with Section R905.1.1. �IQRK PERFORMED SHALL COMPLY WITH THE FOLLOWING: 0 e galvanized steel stainless steel, aluminum or copper roofing nails, minimum 12 and extend not less than 4 inches (51 mm) above the bottom framing member and not less than 4 inches (51 mm) below the top framing member. U R 905.2.5 Fasteners. Fasteners for asphalt shingles shall b g - All general notes unless otherwise noted on plans or product specifications. Z 3 8 inch diameter 9le 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 O gage [0.105 inch (3 mm)] shank with a minimum / ( ) STRUCTURAL CALL. REFERENCE - All applicable state & local codes, ordinances and regulations if any. q 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. U) 9 :;.- penetrate through the ro g - In areas where the drawings do not address methodology, the contractor shall be bound to perform strict '/. inch 19.1 mm thick, the fasteners shall penetrate through the sheathing. G2427.8 A mechanical draft venting system, excluding direct vent appliances, shall terminate not less than 4 feet below, 4 feet horizontally from or 1 foot above any )()( W � less than ( ) 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 XX DETAIL REFERENCE compliance with manufacturer's specifications and / or recommendations. � W �• 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 level. inches 102 mm in height and 4 inches (102 mm) in width and shall direct water away from the vertical sidewall onto the roof � - General contractors and subcontractors to review these construction documents upon receipt from architect ( ) g ' l is provided f The vent terminal of a direct vent appliance with an input of 10,000 BTU per hour or less shall be located not less than 6 inches from any air opening L_ FLOOR FINISH CHANGE ❑ and report any and all discrepancies including any dimensional conflicts, immediately to architect for or into the gutter. Where siding is provided on the vertical sidewall onto the roof or into the gutter. Where siding P into the building. Such an appliance with an input over 10,000 BTU per hour but not over 50,000 BTU per hour shall be installed with a 9 inch vent corrective measures prior to construction. W the vertical side wall, the vertical leg of the flashing shall be continuous under the siding. Where anchored masonry veneer is termination clearance. provided on the vertical sidewall, the base flashing shall be provided in accordance with this section and counterflashing shall be O DOOR HARDWARE TYPE - DO NOT SCALE DRAWINGS. DIMENSIONS SHALL BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. J � n 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 _ provided I - - - The general notes and typical details apply throughout the job unless otherwise noted or shown. I- 0 R 905.2.8.5 Drip edge. A drip edge shall be provided at eaves and rake edges of shingle roofs. Adjacent segments of drip edge shall be the building. BUILDING SECTION ~ DISCREPANCIES: The contractor shall compare and coordinate all drawings; when in the opinion of the D_,_h m overlapped not less than 2 inches (51 mm). Drip edges shall extend not less than 34 inch (6.4 mm) below the roof sheathing XX XX � - PARTITION TYPE contractor, a discrepancy exists, the contractor shall promptly report it to the architect for proper z 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 �/ W as specified in Section R905.2.5. Underla ment 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 adjustment before proceeding with the work. -' deck at no more than 12 inches (305 mm) o.c. with fastenersp Y - OMISSIONS: In the even certain feature of the construction are not fully shown on the drawings, their over the drip edge along eaves and under the drip edge along rake edges. other systems and shall convey the moisture and any products of combustion to the outside of the building. construction shall be of the same character as for similar conditions that are shown or noted elsewhere on nes 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 R 1001.1 Masonry fireplaces & chimneys the construction document set. WQ ��o21 T Cy�����, . and 4 of this code. duct system. The dryer exhaust duct power ventilator shall be installed in accordance with the manufacturer's instructions. 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 ' professional manner and in accordance with best practice and consistent with manufacturer's and suppliers recommended installation procedures. U �� <u - ��. I A,e �2� than 3 feet above the highest point where the chimney passes through the roof. Section P2607 Waterproofing of Openings - The architect has not been retained to perform framing inspections and / or field inspection. The architect Q a. �� * r P2607.1 Pipes penetrating roofs. Where a pipe penetrates a roof, a flashing of lead, copper, galvanized steel or an approved elostome6c material shall be installed Section R1004 Factory-Built Fireplaces in manner that prevents water entry into the building. Counterflashing into the opening of pipe serving as a vent terminal shall not reduce the required is therefore not responsible for any and all conflicts including weatherazation, water proofing and framing " R 1004.1 Facto built fireplaces shall be listed and labeled and shall be installed in accordance with the conditions of the listing. Factory internal cross-sectional area of the vent pipe to less than the internal cross-sectional area of one pipe size smaller. with respect to the construction documents. W Factory PURSUANT TO SECTION 69.5 (b) OF THE NEIN YORK STATE EDUCATION DEPARTMENT, REGULATIONS OF THE COMMISSIONER ("�REGUlATIONS"), 8 NYCRR 69.5, ENTITLED = - "-` `�°� ,� �- built fireplaces shall be tested in accordance with UL 127. R 10004.5 Gasketed fireplace doors. A Basketed fireplace door shall not be installed on a factory built fireplace except where the fireplace "SEALS AN ARCHITECT WHO SEALS "PLANS, SPECIFICATIONS AND REPORTS" MUST PLACE A STAMPED WARNING ON THE SEALED DOCUMENT INDICATING THAT: R IS A �T 0238�� y0 VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER AND ITEM IN ANY WAY. system has been specifically tested, listed and labeled for such use in accordance with UL 127. shall be equipped with an exterior air supply to ensure proper fuel combustion unless the room 1:1 FBF NE�� R 1006.1 Factory built or masonry fireplaces is mechanically ventilated and controlled so that the indoor pressure is neutral or positive. See sections R1006.1.1- R1006.5. JOB NUMBER 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 cellulose) shall be written in inches (mm) or markers that are installed at least one for every 300 square feet (28 m2) throughout 2 0 1 6 0 2 3 the attic space. The markers shall be affixed to the trusses or joists and marked with the minimum initial installed thickness with W numbers not less than 1 inch (25 mm) in height. Each marker shall face the attic access opening. Spray polyurethane foam thickness and installed R-value shall be listed on certification provided by the insulation installer. 3 7 UNIT 3 8 0SHEET NUMBER UNIT _ "I" 2 Z MODEL B- 2 (MODEL B- 2) co W 0 I . . COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WHEN NOT ALIGNED WITH RAFTER, Cl) CONNECT KIN6 5TUD5 TO TOP PLATE E- ATTMO X 2A"MM. ROOF FRAMING WRAP I-I/4"X22 6A.6ALV.COIL STRAP Z C6 w X it MIN ATTA01 To E RAI PAIR CRIPPLE 5TW5 � � o ��,�RATTERS OVER TOP OF TOP PLATE AND NAIL � ATTACH TO EAGtI PAR 2x ACQ LEDGER H/2-3/8"x5" LA6 DBL TOP PLATE Ib"OG. U q OF OFF051%RAFTERS ROGF RAFTER, BOLTS 0 16-OG INTO STUDS ROOF�PLAN 6EE PLAN 2X BLOGKIN6 I O �-, V 16 51MP50N STRCN6-TIE A35 ® EVERY RR AT 2 END BAYS 2X4 STUD WALL OR Z �•' L U GEILIN6 J015T OR ��� O �✓ o M ra SIMP"6TRf.N6 SRP"ST1tON5 - - _TE H25 ��, a� � SIMPSON STRONG-TIE TRU55 BOTTOM CHORD 51MP50N H2 CONNECTOR®EA. '� 'P1 � � .�� � � ti L SIMPSON STRONG-TIE H2 8D NAILS RDGE STRAPS!HALL DE ATTAaV TO EACH PAR OF OPP05N5 RArn3,6 ALTERNATE TO R106E STRAP= H3® EVERY RR M'• :RD6E SIKHS ARE NOT REI�UR®WHBJ LGLLAR TIES GF 777 RAFTER TO STUD AND KIN65 U ■ 0 rn 8d NAILS TVP. PROVIDE 2X4 COLLAR TIE AT (WEEN ALI6Nl3D) Y WHEN 5M7r AND ��OR 2X4 UhM ARE LZATIP M THE OER Tt1RD OF RE ZIPPER THIRD OF THE ATTIC SPACE C No e- G FOR USE WHEN 5MU 6 AND USE IN HAMBINATION ONL ATTIC SPADE AND ATTVV TO W PAR OF RAFTERS W/4-10d NAILS WU 4-I0d AT EACH RAFTER) AL16N NOT ALIGN 65-22 STRAP AT � N mZ - F_AGH STUD,SEE Z V es �� L5026 FOR 2x6 RR DETAIL 4 ODER LSU2b FOR 2x8,2x10,OR 2x12 O �� Cl) U o V5 v FRAMED OPENIZ(5 = - N 00 QR WINDOAI OR (� ^ -RI DC E STRAP DETAIL / -RI DC E STRAP DETAIL EXT�OR DOOR M 51MPSON STRONG-TIE 2x4 OR 2xb LU28® EVERY GJ STUDS® I6 O.G. (FOR CATH.GL65 WITHOUT COLLAR TIES) / (WITH OR WITHOUT COLLAR TIES) NO SPECIAL FT � a 2 / LOCATE AT EVERY RAFTER BOL TG® 16E INTO STDC-ER PV UDS LA6 " CONNEGTORs REQ SfRON6 N.TS. LOCATE AT EVERY RAFTI=R / NTS. IN THIS AREA SAPSON STRDN6 STRAPPING TO BE I-I/4 X 22 6A. TE LT5 TE Hb / 6ALV.,SEE DETAIL 4/DI.ALL 5TRAPPIN6 ' SMP50N STRRJ6 SD NAILS TVP.9 IOD MAY PE F APPLID / GABLE END WALL TO BEAR A MIN.OF 10"ON FRAMING. TE HV OR HIOS OVER I/Y OtATHINO 15 UW- / t- L/ISG t�00� W NAILS rn'• I O STRAPP I NC DETAIL I I DETAIL AT ATTIC FOR USE WHEN STUDS AND USE IN COMBINATION ONLY WHEN 5TUD5 AND / p -RAFTERS ALIGN 'RAFTERS DO NOT AL16N NTS. N.TS. rl STRAPPING TO RUN ONTO RIM JOIST,SEE L- DETAIL q/DI(ONE 5TORY)OR ONTO 5TUD \ ° AT WALL BELOW(TWO STORY) . ROOF RAFTER HURRI GAME TIES • ° \ e al TS. LOCATED AT EVERY ROOF Cn RAFTER \ ° ° e Z � ATT I G e ST�APP I NC DETAIL 0 ° ,Pow�, iz FOR FRAME GONNEGTI ONS 0 ° Ln M Wq5-4 AT EPDS D1 KMS. I-- e M5TG48b3 O 2ND F=LOOR z C� M.(2)1x 4-Ibd FACE NAILS FROM / SATRAP Az qx PROVIDE 3"X3,{�"X3"WASHER PLATE AT ALL ANCHOR BOLTS KING STUD INTO HEADER / MSTC45" SECURED BY WOOD 51LL PLATES. / COLUMN POST TOP ANGHOR START NLS 51MP50N PAB OR 55 ANCHOR BOLT5 MAY BE U5ED IN LIEU OF w THREADED ROD W/WA5HER PLATE. EW lfN6m NTS. LOCATE AT EVERY COLUMN/6tRM9Z CONNECTION H/2"LP FROM PROVIDE 3"Xb•X 036'GAILY.STEEL PLATE W/ R IN 12"MM B•D OF STI.D NAILS 6-80 NAILS AT CORNC-R5 AND INTE25EGTIN6 �- WALLS. 3'X12"X.036"6ALV.STEL PLATE W/ (��LB TH ) ; ���NAILS 12-8D NAILS AT AT BUTT JOINTS IN STPA16K 51MP50N L5TA12 STRAP W/ WALLS WHERE THERE SINGLE PLATE OR HEADER 5-I00 NAILS EACH END AT (LEAK SPAN �� 2X6 KIN6 STW5 NON): EACH JACK STUD AT SPANS UP TO b FEET aT LEWTH l J NAS Z 24"MINIMUM LAP SPLICE TWO FOR SPANS b TO 12 FEET O 2-7/5" 9u 5/8"P A301 ROD THREADED b"BOTH ENDS. THREE FOR SPACE Q TO 1b FEET 2X6 JACK 5T1N5 N.O.NJ: .� PRo W MIN.ETD OM PRS-DEM u9 3/4"AND I'ROD AT 51MP50N 5TEEL 5TRON6 WALL,5EE PLAN5 12-IDD MIN.NAILS ONE AT 5PAN5<6' DKTANGE O 1/S ETD LENbm (�T FLOOR e0T�T1� 9 AT ALL SPLICES TTHO AT SPANS HREE AT 5PAN5FR02 b'TO 12' � w (Z"MRJ I SIMPSON POST BASE � " " " UNLESS NOTED OTHERWISE ON PLAN (q)NAILS MN M AI3U44 OR AI3U6b,SEE PLAN UPPER 5T0RY 5HEAR 2X3/e X3 WA`SHER PL W/NUT EACH SIDE m r ^ Iz"LBJbm(TYPa GS-22 COIL STRAP I V .J i C 1 - - - WALL TO C71RDER ALTERNATE ANCHOR BOLT DETAIL @ EXTERIOR WALL El W 0 FLOOR TO FLOOR TIE=S I BELOW GONNEGTION HDR T �, EOR SET BACK WALLS HDU HOLD-DOWNS AND STRONG WALL DOUBLE TOP WALL PLATE SPLICE DETAIL HEADER GONNEGTION N.TS. LOCATED AT EVERY STUD \ MINI HOOKED ANG 8EX VN \ FOUNDATION MINIMUM EMBEDMENT OR EXPANSION 13 MT.5. 14 BOLT W/5'MINIMJM E49EDMENT N.TS. N.TS. N.T.S. r COI STRAPS LN�t 511FATHMO PRWVE-6d 60AM(0131 x 25"LONG)NAILS. I `\ _ "`■•/// Ca 6TRNS OAR 511EAmN6 FROVME 10d ONAON (0131 x'LONG)NAILS. I \ `\ GOLUMN POST BOTTOM ANGHOR ` ONX-5-�LOOATE AT EVERY GOLUMW 6tRD1sR CONNECTION W� " ALLOWABLE HOLES - TO Mf VAH.EY JYNc 8D NAIL®6 O/C AT ALL PANEL EDGES I6D NAIL 0 24"OIG WME WU LVL Headers and Beams \ AS w f To`N� HIP RAFTER, 160 NAIL®24"0/G 3(e°05B OR PLYWOOD W lu+^r 51MP50N HGP HIP 5EE PLAN INTERIOR SHEATHING 1.3E TimberStrand® aniarollam® LVL (�NLS MRJ N CORNER TIE 0 NOTE:WHERE 24'WIDE MINIMUM RA1 HEIGHT LSL hole zone Parallam®PSL 2 x diameter of the Y3 depth (� WALL RETURN 15 PROVIDED AT ENDS OF I 12"Ulm� hole zo largest hole(minimum) BRACED WALL LINE THE 800#HOLDONN MAY I f" O BE ELIMINATED. PROVIDE TWO(ONE AT EACH R"lFN6m(MN) / ` - 51DE)GS 22 STRAPS PER DETAIL 4 IN LIEU OF I 13/4'MNMtN SD NAIL®6"0/G NAIL SHEATHING TO 5IMP50H BP WASHER C o AT ALL PANEL EDGES INTERIOR L5TA36 STRAPS 5HHOWN IN THE DETAIL. I SILL PLATE W/8d 2X ACO SILL PLATE. DOUBLE d - - - o EXTERIOR GYPSUM BOARD o - - - - - - 0 0 NAILS 0 4'0/0 SILL AT RILL BASEMENTS 5/b DIA.STEEL ANCHOR J T'MINIMUM BOLTS MAX.2-VOL.. - - - - - 8D NAIL NM 12"0/G AT ALL Microlla la LVL and E T EXTEND BOLTS MIN.T'INTO 65-22 COIL STRAP ZWA STRAP TORA U MEMBER5 NOT AT PANEL EDGES FDN.WITH TI6HTEPED NUT E Parallam®PSL �y allowed hole zone 3'x 3'WASHER TO EACH BOLT. (2)2 x b AGR SIMP"L74 PLATE NALEP TO S�pSgN 5 p 15/32"056 OR middle Y3 span e4 c INXJUS BAR PROVIDE TERMITE SHIELD SILL SILL PLATE IN51DE CORNER OUTSIDE CORNER L5TA36 NU 10-10d NAILS 5EAL AND MAINTAIN 8 MIN. RRA AW SIL-RATE 0 I60/G AT W11 RW MM PLYWOOD 5HEATHIN6 d 1.3E TimberStrand® LSL allowed hole zone d � r ti r- INTO STUD ABOVE AND LOCATED 2•TO b' FROM WD TO FINISHED 6RAOE v'�444c NrBMae. PLAN VIEW BELOW(2 EACH GORNETv FROM TOP OF WALL NOTE NAL AS PER TW')-V WtbHA PLAN VIEW o ^ m = General Notes o N N M M - C\i � T011=2,g80# SEE FOUNDATION PLAN COIL STRAPS UNDER SHEATHING PROVIDE.8d COMMON(0.131 x 25"LONG)NAILS.COIL STRAPS OVER 5HEATHIN6 PROVIDE=IOd COMMON(0131 x 3'LONG)NAILS. EXTERIOR WALL TOP EXTERIOR G/��N HEADER MAXIMUM ROUND • Allowed hole zone suitable for uniformly Loaded LAT-OYER OR FALSE VALLEY PLATE HIP GONNEGTI ON H R N6 DEPTH HOLE SIZE headers and beams only. nd STORY CORNER GONNEGTORS TY�PlAL ANCHOR BOLT STUD TO RIM JOIST TO SILL PLATE STRAPPING DETAIL WALL FRAMING 4 • Round holes only 5Yz" 1%4' • No holes in cantilevers. 17 KIS• 18 7Y4"to 20" 2" • No holes in headers or beams in lank orientation. 8 N.T.S. LOCATION A5 NOTED NTS. LOCATE AT El/t=RY STUD N.TS. N.T.S. N T•S• See Illustration for Allowed Hole Zone p DO NOT cut,notch or drill NTS. LOCATED AT EVERY CORNER holes in headers except as Z CO indicated in illustrations Z and tables. N EL g A MINIMUM OF TWO BRACED WALL LINES O$ U ARE IN EACH DIRECTION OF A BUILDING. BHLS SHALL NOT 13E SPACED EXTH•DFD STRAP INA WNL OVTHN6 EXTEWED 611W AMD WALL SAT" N n O O O � O O Z w MORE THAN 60 FT APART. WALL5 WITHIN A BWL SHALL NOT BE OFFSET BY MORE THAN 4 FEET PROM A BWL_ BWL LOGATION5 ARE TO TGP Or PONY WALL P Lism I I TO TGT GF POMC WALL f U� I I � N � j -9 D 0- ¢ U) NOTE:INDICATED ON FLOOR PLANS �\� � N 2 FT MAX PONY WALL MAY BE I I 2 Fl MAX PONY WALL MAY BE W > SWS N DTTIZ HGLDM AT 65W DAA" A BRACED WALL PANEL(BWP)SHALL BE61N WITHIN 10 FEET OF EACH BAD OF A BWL. THE DISTANCE BETWEEN ADJACENT PLACED ON TOP OF HEADER PLACED ON TOP OF HEADER W X W R R Co T!] U WALL ETD PANELS(TYPE Al HDU As REQURIT ED6E5 OF BPPS SHALL NOT BE e3REATER THAN 20 FEET. THERE%HALL BE A MINIMUM OF TWO BW ON EACH BWL EXCEPT AT d AT DRAGS Wal PETALS G AW D. WALLS<16 FEET LONG MAY HAVE ONE 48'OR LON6M BHP. BWP'S ARE TYPICALLY 05-H5P SHEATHED BRACED WALL PANELS �� f-IOD NILS AT DTTIZ (TYPE A)OR GYPSUM BOARD 6B(TYPE B). PROVIDE TYPE G,D,E,OR F PANELS A5 NOTED ON PLAN WHERE BWP TYPES A 3 V2'WIDE LVL HEADER(5EE FLAW Cl AND B DO NOT QUALIFY DUE TO MINIMUM LENGTH REQUIREMENTS OR ADDITIONAL CONTRIBUTING LENGTH OF BHP 15 REQUIRED. GONnN0005 TO OUTSIDE OF PANEL N 0 °® BW TYPES ARE INDICATED ON FLOOR PLANS. ® 3/8°m THREADED ROD v 1 0 G5-W5P CONTINUOUSLY SHEATHED BRACED WALL PANELS(TYPE A)SHALL MEET z THE MINIMUM LB46 OF TABLE'R602.105. NAIL 7(e MINIMUM WALL CONTINUOUS IlY4'MIN DEET'HEADER TO � CONTINUOUS IlV4 MIN DEEP HEADER TO NOTE=WHERE 24'WIDE MINIMUM FULL HEIGHT OUTSIDE KIN6 STUD(SEE PLAN) � OUTSIDE KIN6 STUD(SEE PLAN) � PANIi L3�6E NUL.RETURN 15 PROVIDED AT ENDS OF SHEATHING WITH 8d NAILS O 6'O/G Mlpee5)AND 12"o1G(FIELD)AND PROVIDE 2X Z/ GS WSP BRACED WALL LINE THE 800# BLOCKING AT ALL UNSUPPORTED PANEL ED6E5. PROVIDE 800 POUND HOLD" FASTEN I"SHEATHING TO HEADER NU � FASTEN j'5HEATHIN6 TO HEADER NU � Z HOLDOWM MAY BE ELIMINATED. PER DETAIL 19 OR 20 AT ENDS OF BRAG®WALL.LINES THAT DO NOT HAVE 8D NAILS 0 3'0/G IN EACH DIRECTION 8D NAILS 0 3'0/G IN EACH DIRECTION LV " . �j TRIM TOP OF PANEL A5 REQV V EITHER A 24 MINIMl1M HA L HEIGHT WALL RETURN OR A 48 MINIMUM BW. SIMPSON L5TA24 STRAP ON BOTH SIDES APD SIMP50N L5TA24 STRAP ON UNSHEATHED =Q IL cg TABLE 8602.105 MINIMUM LENGTH REQUIREMENTS OF G5-W5P EACH OF HEADER TO JACK STUD H V Ib-IOD NAILS FACE NU I6-I00 NAILS CONTINUOUSLY SHEATHED GRACED WALL PANELS Z 6 U4.5D5 SGRENS O FASTEN TOP PLATE TO HEADER VNA 2 H FASTEN TOP PLATE TO HEADER MU 2 H m z PORTAL SMP''1/2'FROM EDGE ON W W WALL AJAGENT CLEAR MINIMUM LEN6TH OF Rows of 1vd NAILS a 3'o/c Z ROVE Kid NAILS A 3'O/G WALL MIN PANEL BOTH SIDES(4 STRAPS PER PANED HE16HT(FT) OPNG 06HT BRACED WALL PANEL HEIGHT(HT1 WIDTH"L" W W F_ PANG SHALL HAVE A LENGTH t'OF NOT PAPE SHALL HAVE A LENGTH t'OF NOT g 28' Q = Q -51MP50N OW COUPLER NUT <b4" 24' LESS THAN Ib'FOR 8 FT WALL,l8'FOR 9 LESS THAN Ib'FOR ONE STORY AND 24'FOR g 64"TO 80" 32' FT WALL,AND 20'FOR A 10 FT WALL SEE _ FIRST FLOOR OF TWO STORY APPLICATION. q 32" SIMPSON SWSB STRONG WALL 5B Z U I] 80"TO q6" 364 2' xx PLAN FOR ACTUAL LEN67H xx SE?PLAN FOR ACTUAL LENGTH 10 34" PANES VERIFY PANE-15 PLUMB <64' 27" GYPSUM BOARD "6B"BRACED WALL PANELS(TYPE B)%HALL BE Q Q II 38" O 4 /8'm ANCHOR BOLT oR ' 46'MINIMUM IN L EN&`TH ON BOTH SIDES OF WALL PER TABLE 12 42" NOTE=DETAIL APPLIES TO W ADHESIVE ANCHOR q 80"TO�" Rb02J0.5. gX0;M&6YP5UM WARD MTN 6d COOLER NAILS, (2)JACK STlID5 MIN.OR PER PLAIN (2)JACK STUDS,MIN.OR PER PLAN Ag15'X IYo'GYPSUM BD NAILS,OR Aq8'X I°rb'ANNUL AR RINGED BOTH ENDS of HEADER (64- �" NAILS O 1e0/G�)AND IWO(FIELD). BLOCKING 15 NOT U_ - A` 10 "TO 80' 38° `REQLIIREV AT UN5l1PPORTED PANEL ED6M WHIEN PANELS ARE BLOCKING AT PANEL ED6E5 BLOGKIN6 AT PANEL ED6E5 N • INSTALLED HORIZONTALLY. PROVIDE JOIST OR TF4655 OR FULL 'Partial credit for Panels 36"to 48"wide Per 8602.10.5.2 HEIGHT BI_OGKIN6 DIRECTLY ABOVE AND BELOW TYPE B WALLS. ONE JACK AND KIN6 STUDS ONE JACK AND KIN6 STUDS t3LOGKIN6 AT PANEL ED6E5 "L" EQUAL TO TYPICAL HOEDOWN DETAIL AT CONTINUOUSLY SHEATHED WOOD TWO7 7 KIN&5TH or > I2" FASTEN 1/Ib'SIHFATHIN6 TO EACH STUD FASTEN 1/Ib'SHEATHING TO EACH STUD N A GYPSUM BOARD "GB" -TYPE B AND SILL W BD COMMON NAILS o 3'0/0 AND SILL NU W COMMON NAILS a 3'0/6 0 Co FRAMED FLOOR STUCTURAL PANEL "CS WSP" -TYPE A R FASTEN SILL W%F-ATHINS NAILS TO STUD NOT TO SCALE PER FIGURE R602.10.5 NOT TO SCALE PER FIGURE R602.10.5 AND SILL NU HO NAll.s I 6 o/G PORTAL DETAIL"A"ONLY APPLIES SIMP50N HDU5 HOLDONN IN 14-1/4'SD5 SIMPSON HDU2 H101DOV8N VU 6 Il4' N.T.S. TO 2 FT TO 16 FT WIDE OPENIN65. SGREW5 IN DOABLE SO STUD 5D5 SCREWS IF NO FLOOR ABOVE. Z Q TABLE 602.10 3(U BRACING REQUIREMENTS BASED ON 14OMPH TABLE 602.103(2)WIND ADJUSTMENT TO HDU4 HOUPREM IF O R ABOVE. O U U WIND SPEED,EXPOSURE B,30 FT MEAN,ROOF HEIGHT,IO FOOT REQUIRED LENGTH OF WALL BRACING. 2-1/21 ANCHOR BOLT OR EXPANSION SCREWS IF fl0�ABOVE. PANEL TO 511 DIRECTLY TI TOP OF � SMf`a0N DTTQ HIo111O(JN AT GS-W`'P DRKED WALL HEIGH'T5,AND 2 BRACED WALL LINES BOLT WITH 2'X2'X 'PL WASHER CONCRETE FOUNDATION WALL ADJUSTMENT STORY CONDITION ADJUSTMENT I/2'm ANGHIDR oR EXPANSION BOLT p ��FtE A C OVER 2-U2'A ANCHOR OR EXPANSION BOLT C) pOERi /Y WALL ETD PACS(I'fFf Al IDU AS REQURD BASED ON SUPPORTING FACTOR ®®I AT DRAYS WALL PETALS G AW D. �� #4 BAR DONT IN TOP OF GONGRETE CONCRETE #4 BAR GOVT IN TOP OF COMM NB TIE � !�. STORY BWL 5PAGINO METHOD 6B T ® 5FEATHIN6 EXPOSURE CATEGORY ONE STORY G 12 FOUNDATION FOUNDATION FOUNDATION ® , EXP09JRE CATEGORY ONE STORY D is 04 BAR DONT IN TOP AND BOTTOM m e 2e IOD NAILS A"DTTIZ TAP 10 2.5 5.5 EXPOSURE CATEGORY TWO STORY G 13 PAB5-18 ANCHOR BOLT OR V/e THREADED OF CONCRETE FOUNDATION 51MP50N 581/6X24 OR PABT-lb ANGHIOR _.•°, E. �y TOP 20' 5.0' 10.0' �' CATEGORY TWO STORY D Ib ROD W/WASHER PL ATE,` DETAIL 15/DI BOLT OR'Ya"THREADED DETAIL 1515,111 EXTEND WALL SHEATHING OVER RIM JOIST FABS-18 ANCHOR BOLT OR S/e THNREADED ®I OVER ROD W/WA5F8R PLATE,5�DETAIL IS/DI -- ROOF EAVE TO RIDGE ROOF ONLY 15 FT 1.3 PANE.lD6E FRAMED U ' t w,- ® TOP 30' 1.0' 14.5' WALL PORTAL DETAIL"B'ONLY APPLIES TO 6 FT TO 18 FT WIDE OPENIN65. U �- ROOF SAVE TO RI06E ROOF ONLY 20 FT Ib FLOOR PANEL HAS CONTRIBIrIN6 L.ENOTH OF 48"TOWARDS RbO2.10.3(U MINIMUM LENGTH WALL TO HE USED ON FIRST FLOOR APPLICATION ONLY.PANEL HAS 0 0 cl REQUIREMENTS FOR BRACED WALL PANELS AT BRAGFD WALL LINES. WALE.TO BE GONTRIBUTIN6 LENGTH OF 48•TOWARDS RbO2.103(U MINIMUM LEN6TH TO ETE50N STRONf NEL S R EiJ61R BOLTERM DESIGN TO \ 2381 O TOP �' q,p' Ig,S' RODE EAVE TO RIDGE ROOF+i FLOOR 15 FT 1.15 ROOF EAVE TO RIDGE ROOF+I FLOOR 20 FT 1.3 Ur.M ON FIRST FLOOR APPLICATION ONLY. REQUIREMENT5 FOR BRACED WALL PANELS AT BRACED WALL LINES. TO DETERMINE PANE SIZE APffiD ANCHOR BOLTS FOR ACTUAL HORIZONTAL DE5leN HHD LOAD AND CONDITION OF N TOP 50' 11.01 23.0' ROOF EAVE TO RIDGE ROOF+2 FLOOR 15 FT 1.1 ROOF SAVE TO RIDGE ROOF+2 FLOOR 20 FT NP TOP b0' 13.0' 275' HALL HE16HT ANY STORY a FT O.q CONTINUOUSLY SHEATHED PORTAL PORTAL FRAME WITH HOLD-DOWNS ALTERNATE BRACED WALL PANEL "ABW" SIMPSON STRONG WALL B NUMBER 3/8'0 ANCHOR BOLT OR HALL HEIGHT ANY STORY q FT OAS 2016023 ADHESIVE ANCHOR BOTTOM of 2 l0 5.o Io5 wALL HEIGHT ANY STORY II Fr 1.05 FRAME "CS-PF" DETAIL - TYPE C "PFH" DETAIL - TYPED F DETAIL - TYPE E DETAIL - TYPE F oa oa; a a� a BOTTOM OF 2 20' 9.0' 11.0' WALL HE16HT ANY STORY 12 FT 1.1 C NOT TO SCALE PER FIGURE R602.10.6.3 D NOT TO SCALE PER FIGURE R602.10.6.2 NOT TO SCALE PER FIGURE R602.10.6.1 NOT TO SCALE PER ENGINEERED METHOD W NUMBER OF BVL PER PLAN DIRECTION AT STORY 3 13 CO a Dago :. BOTTOM OF 2 30' 13.0' 27.5' PUPIBLI2 OF BVD,p�PIAN DIRECTION AT STORY 4 1.45 Q SHEET NUMBER NUMBER OF EMB.PER PLAN DIRECTION AT 5TORY 5 OR MORE 1 b BOTTOM OF2 40 11.0 3b'0 (_2_1_�BRACED WALL PANEL DETAILS _ GYP BD FINISH OMITED FROM INSIDE FADE OF BWP 1.4 OLDOV�IN DETA4)L ATSLAB BOTTOM OF 2 50' 21.0' 44.0' APPLIES TD METHOD G5-WSP ONLY UNIT 3 7 (MODEL B- 2 ) UNIT 3 8 (MODEL B- 2 ) z 9�=N' BOTTOM OF 2 60' 25.0' 525' GYP BD FASTENING ANY STORY 4"O/G 0.1 _ NOT TO SCALE.TS. APPLIES TO METHOD 6B ONLY W COPYRIGHT GRCH ARCHITECTURE, P.C. 2017: ALL RIGHTS RESERVED HATCHED AREA ) INDIGATE5 LOCATION A z W! OF FIRE RATED ROOF d �-2 HR 5EPERATION Z �'1 10'-0" HIP WIDTH B2-5 WALL PER UL#336 l0'-0"HIP WIDTH w E WALL 5HEATHIN6,4'-0' FROM CENTER OF 4'-0" 4'-O" RIDGES TO ALIGN FIREWALL-EACH SIDE RIDGES TO ALIGN (NO VENTIN6) (NO VENTING) r ' U RI06E VENT I RIDGE VENT Z ^ 0- 2 V� •� U IZ7 ' O � U) U 6"AZEK TRIM BOARD ,� o Co r rn 6 AZEK TRIM BOARD y N I x 8 AZEK RAKES AZEK RAKE BD W/ - I"x 3"AZEK TRIM(1t /1' "AZEK TRIM(TYP,? N Z - 6UTTER5 d LEADERS Z U x 'r' 12 HARDIPLANK HOR1Z� I NK HORIZONTAL ALL GUTTERS d LEADERS SHALL BE BAKED Q w c M 12 WHITE ALUMINUM .032"MIN.6AU6E,6UTTER5 U o 2 v a CID CLAP SIDING // ,GLS INC a SHALL BE 5'5EAMLE55,0.6.5TYLE W ALL ❑ U M co WINDOW 12 I2 WINDOW 55HHALLEBE MINS.2",x3",0�6 W GLIP55 4� ANCHOR5. CAULK 4 SEAL ALL JOINT5. PITCH --- 6UTTER5 MIN. 1/8"/FT.PROVIDE P.V.G. a 12 12 12 12 REGEPTOR5 b"ABOVE GRADE TO RECEIVE LEADER5(GL05ED GAP DESIGN). 2446 2446 80:2'-4' 0:2'-4" 1212 'I"AZEK 5F EETIN6 +/- 1112 12 +/- I I X 4'-6" X 4'-b" +%- I I +/- I I 1"AZEK 5HEETING b"HIGH BLIND b"HIGH BLIND - y Q Z FLASHING FLASHING - "' O - - - - - - - - - - - - - - - - - ' - - - - - - - - - - - - - - - - -� I- s = DINING AREA Q o — _ DINING AREA = I_0 PLATE HT. 6.. 6.. " b 6 �o _Q H. Z OH. I I' O' OH OH I-0 1x8 FASCIA BD. I-0 OR OH -oil O _CLOSET CLOSET_ OH OH - - . . I OH r I PLATE HT. 12 V ATE HT. LINE OF ROOF / / I O I I = ILL q TRU55 BEYOND J II ii o f- _° I IL-I AI� I I dJ QJ C� J U _�/ z (3) 2x8 P.T. GIRDER o 10"AZEK = I LIL7 10"AZEK Q ❑ BEYOND FRIEZE BD. I I o cv / IllQ i i FRIEZE BD. Ixb FA5GIA BOARD Ixl2 AZEK I + / ",K I I Ixl2 AZEK TRIM I I / � I I TRIM ii II PORCH BEYOND i i I I COLUMN® COVERED � COLUMN®GONE D I I 11 111 1 1 11 Hill PORCH BEYOND II 5IMP50N LU52S-3 FACE FIN. 15T FLOOR I I_Jl _ _ _ - / / - O MOUNT HANGER I I FIN. 1ST FLOOR ELEV.+0'-0" - ELEV.+O'-0" ,.,� N - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - I I I �-1-i (3) 2x12 P.T. GIRDER BEYOND - - - - - - - - - - - I-- I I I w SDfFIT I I HATCHED AREA I SOFFIT I I I I ❑_ �"'� I L I I I-O :::� Ix AZEK TRIM BOARD OVER I I I I I I INDIGATE5 LOCATION I I I I I m OF FIRE RATED ,4'- a I ( I I I p w O - - - - - - n l n l n 61RDER5 TYP I I I I I I WALL SHEATHING,4'-0' u w ul l OH. FROM CENTER OF I I I I I o v u w w 51MP50N BG52-3/6 POST GAP ANCHOR I FIREWALL-EACH SIDE 10" 5QUARE HB86 PERMA CAST I I I I I I I I LJ COLUMN #46382 W/SQUARE I . FLAT GAP d BASE (OR EQUAL) - 4 2-o I 4 CORNER COLUMN TO BE I I I I I I (L 2 HR 5EPERATION I = PROVIDED W/SPLIT KIT BASEMENT I I I I I I WALL PER UL#336 I I I I I _ BA5EMENT Q I bxb P.T. POST WITHSIMPSON - -��- - - - -rl- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I-�-- - - - - - - - - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - -I-I- - -�-�- -� � � ) r-t ABUbbP05TBA5E (TTP - ALL L- - -J- - - 1- - - � - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - -- - - - - -a- - - - - - - - - - - - - - - - - - - - - - - - L - - - - - - - - - - - - - - - - - 1- - - -1 - - -1- - -J ` ) F- GOLUMN5) W UNIT 38 UNIT 3 7 n TAIL 'FRONT ELEVATION o TYP. REAR COV. PORCH DE I MODEL B-2 (MAGNOLIA). A MODEL B-2 (MAGNOLIA) ❑ 3/4"=1'-0" � B2-5 I�4�� = I�_��� 2 HR 5EPERATION A WALL PER UL#336 62-5 4'-0" 4'-0" TYPICAL ROOFING: (NO VENTING) MO VENTING) ARCHITECTURAL SHINGLES 15# FELT UNDERLAYMENT RIDGE VENT I Q N N N M h N RIDGE VENT m o 1- r r cR 5/8" PLYWOOD SHEATHING � N fV M M (D i HARDIPLANK HORIZONTAL CLAP SIDING - HARDIPLANK HORIZONTAL GLAD 51DIN6 z z b"AZEK TRIM BOARD a CL CL 6"AZEK TRIM BOARD o z z 0 z z ct) 04 z J w 12 Fn rn 6 12 q I"x 8"AZEK RAKE BD W/ w w w w w w a N = I"x 8"AZEK RAKE BD NV aI . 1 x 3 AZEK TRIM(TYPJ w w w m m y I"x 3"AZEK TRIM(TYP) c� b"DIA6.AZEK \ 12 12 // TRIM BOARD K N TRIM BOARD a a V. 6"HIGH BLIND 6"HIGH BLIND -�- FLA51 IING 2 - FLASHING r _ - - - - - - - - - - -- - - - - - - - - - - - - — — -� w I H GREAT ROOM _ _ n n / / n w7 n h - PLATE H. 0� F7 PLATE HT. t --- r-o° / / / / _ r-o" --- - - --- IOH" O I B2-I I I I I I I i i i i i i B2-I ❑ � o I I I I I I II I J�. - � 4 = I I IBI WI Td i i -- _ T16 ' I _j w n Ib 4 1✓ s I i w ❑ I I Ci I I I I I I II 11 II Q = � II II II � Q I I I I I O I I I I I I = ❑ II II II O � II II I b"AZEK TRIM i i i i i i I I I I I Lj b"AZEK TRIM ALL 5tDE5 I I I I I I i i i i i i ALL 51DE-5 ~ II II II II II II ~ I I I I I I } � m l i i 2020 NY5RG- 8312.2.1 uj N. 1ST FLOOR i i i i I i I I I I I I FIN. 15T FLOOR IN DWELLING UNIT5,WHERE THE TOP OF THE 51LL OF AN z Q ELEV.+O'-0" OPERABLE WINDOW OPENING 15 LOCATED LE55 THAN 24" U 0 ELEV.+0-0" ,/ , - / / / / 2020 NY5RG- 6242"1.8 (503.8) ABOVE THE FINISHED FLOOR AND GREATER THAN 12"ABOVE Cn VENTING SYSTEM TERMINATION LOCATION: w R D qR \\ I Ir - ---_--� I i _--_--,I I - - - - - - - THE FIN15HED GRADE OR OTHER 5URFAGE BELOW ON THE C THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN EXTERIOR OF THE BUILDING THE OPERABLE WINDOW SHALL ❑ y� b" AZEK TRIM I I Nll II IIII 1111 II II11 1 bxb P.T.P05T WITH 51MP50N INPUT OF 10000 BTU PER HOUR(3KW)OR LE55 SHALL BE COMPLY WITH ONE OF THE FOLLOWIN6:, U /��\� NFL bxb P.T.P05T WITH 51MPSON I I q1i II IIII I I 1111 II It11 I 6" AZEK TRIM I I LOCATED AT LEAST b"FROM ANY AIR OPENING INTO A . BG52-3/6 POST GAP ANCHOR 3 ALL SIDES I I III 8 IIII I 1111 II IIII I I BG52-3/b P05T GAP ANCHOR OPENINGS THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE 51MP50N ABL66 P05T BASE(TYP- I I SII II IIS I j SII II IIII I i ALL SIDES i 55IIW50N �b P05T BASE(TYP- i BTU PEBUILDR R HOUR BUT NOT OVER 50,000vo,AND 5UCH AN APPLIANCE 1 BTU PER HOUR SHALL BETH AN INPUT OVER O TO POSIT THROUGH THE OPENING IN IT5 LAR6E5T OPENED I ALL COLUMNS) I I I NII EGRESS 111 I I I Ill IE�55 1111 1 IN5TALLED WITH A q INCH VENT TERMINATION CLEARANCE,AND w to o I I I 1 p1LHIWOO __-JI I ( I IIS___ INDOW JII I I I I AN APPLIANCE WITH AN INPUT OVER 50,000 BTU PER HOUR FAIL PREVENTION DEVICES THAT GOIMPLY WITH ASTM f 2040 = 10 SQUARE HB6 PERMA CAST I \ '"' T� I IL --- ---JI I I I 5HALL HAVE AT LEAST A 12 INCH VENT TERMINATION (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO � Nj, 10" 5QUARE HBs 6 PERMA GA5T I I q I LI—————————IJ I I LI————————_IJ I Cl RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO02303 COLUMN#46382 W/5QUARE I — — I I COLUMN #46382 W/SQUARE I CLEARANCE.THE BOTTOM OF THE PENT TERMINAL AND THE AIRO� FLAT GAP 4 BASE (OR EQUAL) INTAKE SHALL BE LOCATED AT LEA5T 12"ABOVE 6RADE. FULLY OPEN,SHALL NOT REDUCE THE N1ET CLEAR OPENING p FLAT GAP BASE (OR EQUAL) I I I FDI I I I AREA OF THE WINDOW UNIT TO LE55 THAN 5.1 SQUARE FEET. OF NIE --� - CORNER COLUMN TO BE - CORNER COLUMN TO BE PROVIDED W/SPLIT KIT I ( � ( � I I PROVIDED W/SPLIT KIT I I I I I I I I BASEMENT BER - - - - - - - M BASEMENT _ _ - _ _ _�-�- _ __ _ _ - _ _ _ - _ - _ - - � _ _ _ _ -_ _ - -- - -_ - _- _ _- - _ _ __ _ __ _ __ _ __ _ __ _ _� - 2 16023 1- - - - - - - - - - - - - - - - - - - 1- - - - - - - - - - - - - - 1- - - - - - - - - - - - - - - - - - -1 I- - - - - - - - - - - - - - - - - - -L - -- - - - - - - - - - - -1 — — — — — W 0 UNIT 38 UNIT 3 7 UNIT 38 DUET CLUSTER = SHEET NUMBER UNIT 3 7 GK 2 HR SEPERATION AREAR �- WALL PER UL#336 J- VATION Z MODEL B-2 (MAGNOLIA) B2-5 MODEL B-2 (MAGNOLIA) I�4�� = I�-o�� (MODEL B- 2 ) (MODEL B- 2 ) ELEVATIONS W ❑ COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED U) ^ , RIDGE VENT ASPHALT ROOF SHINGLES Z ILLI E 12 LINE OF ROOF PLYWOOD SHEATHIN6 / 4--dV 16 BEYOND® MA5TER V 2 i , BEDROOM Z ^ 2 -D" RIDGE VENT / O W ICU OH 15#ROOFING FELT PAPER in (3) 5 / n� .c It INSTALL ICE!WATER 5NED PERU • U > IN5TALL ICE d WATER 5HIELD MANUFACTURERS SPECS.r0 / ROOF FRAMING ;on N PER MANUFACTURER'S MAINTAIN PRODUCT WARRANTY. / 'U~- N 6" SPC-GIFIGATIONS TO MAINTAIN CARRY DOWN FRONT OF FASCIA- (j .0 N z - OH RIDGE VENT PRODUCT WARRANTY MIN 4'TYPICAL ZO L_ CLO a M 12 NOTE: 0.40 ALUMINUM DRIP E06E 0 Q Wcu o cu v N 12 (+/-) 7 APPLY ICE d WATER SHIELD IN GAP / _ coo El 12 FAIR HEATHER WHEN HE AIR, 6U77ER / V " RIDGE VENT ROOF DECK AND MEMBRANE / 12 ARE AT TEMPERATURES OF (� LINE OF ROOF���+/-) 5.-15 \ 40°F(5°6)OR HIGHER. a 2 BEYOND 0 GARAGE ALIGN FA5"m DIN AREA __ _ _ _ GREAT ROOBEDRM M PLATE HT. ICH. PLATE HT. umn uum PLATE HT. Z " rfIfI����II ��I ��II II II ITTrk� SII�1I� I I I APPLY ICE d WATER SHIELD IN U 10 AZEK -p° i i I I I�J IBJ JIB l- I FAIR WEATHER FRIEZE BD. OH I 1 1 I j WHEN THE AIR,ROOF DECK AND p TEMPERATU��FT40°F(5°0)OR Z - -- - - i i 177 11 1 - - - I I 10" SQUARE HBA 6 PERMA i i I HIGHER 7L( O EXTERIOR WALL \ / i i i ~ - - GA5T COLUMN#46382 Wl iJ i 82-I ° 0Y I I I I o O FASCIA BOARD 'AZEK SOFFIT Q -HARDIPLANK SHINGLE SIDING I I I = I I SQUARE FLAT GAP 4 i i BOARD W/2'CONT. O ' ^ _ -TYVEK OR EQUAL _ I I I I o L J -7/16"056 5HEATHIN6 i i i I I BASE (OR EQUAL) - i i VENTING�`� -2xb WOOD 511875® 16"O.G. 1 I I CORNER COLUMN TO BE I I VINYL SOFFIT ~O -b'R-21 BATT5 ° o i i i PROVIDED W/5PLIT KIT i i Z II DETAIL 2 o a' I I I 11111111 .iFIT I Ir ..III li it ---- II44 FIN. IST FLOOR- I I I I _ _ _ _ i i � _ FIN. 15T FLOOR ELEv +0'-0 _ _ _ ELEV.+0'-0" SCALE: 1 1/2" = 1'-011 A11-1 T I I 10" SQUARE HB$6 PERMA I I 6xb P.T.P05T WITH I I I GA5T GOLL"N #46382 W/ I I SIMP50N 8052-3/b 5QUARE FL.T GAP 4 I I P05T GAP ANCHOR � WALL 41 6ARACE BA5E (ORE AL) - 51MP50N ABUbb I I I I WALL® GARAGE BEYOND I I CORNER GO UMN TO BE I I P05T BASE(TYP- BEYOND q"(R-30)BATT + "(R-1q) W PROVIDED 5PLIT KIT I I ALL COLUMNS) I I I I I FDI 4 BATT5 = GOMBI IN5ULATION 6' (R-Iq) BATT5 � I I I VALUE OF(R-4 NTINUOU5 ABOVE p 1 I I I I I I I"AZEK 5HEETING m (� I I I W I I I I I I I I I I CONT.BLIND FLASHING ' � O I BASEMENT I I I I I I I I ( _ -I - BA5EMENT 2"x 6"NAILER-LAB - - - - - - - �� - - - - -- - - - - - - - - - - - - - - - - - � BOLT TO VERT5TU - - - I I - - - - - - - - - - - - - I - - - I- - - - - - - - - - - - - J W/ "DIA X6"LBOLT5 R 1 C HT ENI ELEVATION 2"x b"RR® H6" I I 2020 NYSRG- 62427.8 (503.8) 2020 NY5RG- R312.2.1 1/4" = 1'-O° oG 1 I I T' (R-30) BATTS Z VENTIMC 5Y5TEM TERMINATION LOCATION: IN DWELLING UNIT5,WHERE THE TOP OF HE 51H OF AN T T I I w THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH OPERABLE WINDOW OPENING 15 LOCATED LE55 THAN 24' UNIT 3 7 2"x 4"SOFFIT BM5 I I AN INPUT OF 10000 BTU PER HOUR(3KW)OR LE55 SHALL ABOVE HE FINISHED FLOOR AND 6REATER THAN 12 BE LOCATED AT LEA5T b"FROM ANY AIR OPENING INTO A ABOVE HE FIN15HED GRADE OR OTHER 5URFAGE BELOW ® 16' I I C) BUILDING,AND 5UGH AN APPLIANCE WITH AN INPUT OVER ON HE EXTERIOR OF THE BUILDING,HE OPERABLE WINDOW HEADER PER PLAN I I 0 10,000 BTU PER HOUR BUT NOT OVER 5CH VE BTU PER WINDOW SHALL COMPLY WITH ONE OF 4 I FOLLOWING: MODEL B MAGN0LIAHOUR SHALL BE INSTALLED WITH A`1 INCH VENT ' OPENINGS HAT WILL NOT ALLOW A 4 INCH DIAMETER I I TERMINATION CLEARANCE,AND AN APPLIANCE WITH AN 5PHERE TO PA55 THROUGH HE OPENING IN IT5 LAR6E5T I I INPUT OVER 50,000 BTU PER HOUR SHALL HAVE AT LEAST OPENED P051TION. A 12 INCH VENT TERMINATION CLEARANCE,HE BOTTOM OF 4 FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F HE VENT TERMINAL AND THE AIR INTAKE 5HALL BE 20`10 B TRANSOM WINDOW LOCATED AT LEAST 12"ABOVE GRADE. (HE WINDOW OPENING CONTROL DEVICE AFTER RIDGE VENT 82-5 I I BEDROOM #2 OPERATION TO RELEASE HE CONTROL DEVICE ALLOWING HE WINDOW TO FULLY OPEN,SHALL NOT i REDUCE HE NET CLEAR OPENING AREA OF HE WINDOW 00 LINE OF ROOF— UNIT TO LE-55 THAN 5.1 5QUARE FEET. 2"xb"� I6"OG FOR SEAT w M o � co BEYOND®MA5T ER M M BEDROOM " TT SPRAY FOAM INSULATION N CV M fM (D 17IN IN IN ci r R106E VENT OH DOUBLE-HUNG WINDOW I I TO COMPLETELY FILL SEAT CAVITY (2)2"x8"® END W/A35 INSTALL ICE d WATER 5HIELD PER MANUFAGIURERS 6" 51MP50 CONNECTOR SPEGIFIGATIONS TO MAINTAIN 5IMIP50N H2 5A CONNECTORS PRODUCT WARRANTY OH I"x 12"AZEK TRIM r g z RIDGE VENT 12 12 BD NOTE: +/-) 7 .T +/- I I "GYP BD o 0 0 o o Z � w a a APPLY ICE +1 WATER SHIELD IN - Z I2 T _- _ _ - " Qr g J 3 4 Td 6 055 SURF OOR U) F FAIR WEAHER WHEN THE AIR, 7 RIDGE VENT GLUED d SCREWED RUN w w w w w a N D ROOF DECK AND MEMBRANE 12 N w m m U ARE AT TEMPERATURE5 OF (+,i-) 5.7' 7/16" OSB SHEATHING CONTINUOUS BETWEEN PLATES 40°F(5°C)OR HIGHER. LINE OF ROOF BEYOND 0 GARAGE 2 OH I-6" AT EXTERIOR WALL 2X12 FLOOR N ALIGN FA5GIA5 - - - - - - - J015T5® I6'OE71�Rn G. a FIRST FLOOR LINE - - - �_- DIN AREA I p BEORM#2 1 ----- - - - - - - ---- - - -- - -_ :-- PLATE HT. PLATE HT. I 1 6REAT ROOM _ _ - - num OH. PLATE HT. lural --IM ( I ~ II'-4" 10"AZEK Z (� OR , ; ; OH" FRIEZE BD. i i UNI=INISHED I-- --- \ © / o° BASEMENT o I I w O w I I 1 I I •:: I ILLI f—� U til 10" 5QUARE 14154 6-7 PERMA I I EXTERIOR WALL -' w B2-I I I CAST COLUMN#46382 W/ o i i i i HARDIPLANK 5HIN6LE 5IDIN6 a ( 1 ) o I I SQUARE FLAT GAP $ I I = I I I I 1 1 11 11 _ o I � I I 1 I _ -1/MI6 0565HEAHIN6 — _ _ _ _ _ _ _ _ BASE (OR EQUAL) - I I - � I I I I Q - _ 2 — (A CORNER COLUMN TO BE I I I I 2x6 WOOD STUDS® I6"O.G. w 4 1 I = ALONG INSIDE FACE OF FND.WALL5-FULL HT o Q -6"R-21 BATT5 -I I I PROVIDED W/SPLIT KIT ,� -� `� R-13)CLOSED CELL SPRAY FOAM INSUL � r- I I I I I OR DRAPED BLANKET INSULATION 11 11 1 Li I I I I I I 1 11 F711-fil 11 11111 if 11111 11 Hill 11 1l i i t FIN. IS_T FLOOR _ I i I _ I I I 1 _ _ FIN. 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FOR ALL MULTIPLE LVL 61RDER5, LA6 BOLT REPORT ANY AND ALL 015GREPANGIE5 INGLUDIN6 ANY DIMENSIONAL FOUNDATION PLAN AB= ANCHOR BOLT5 0 T06ETHER W/ I/2" BOLTS © 2'-0" O.G., 21' MIN, GONFLIGTS IMMEDIATLEY TO ARGHITEGT FOR GORREGTIVE MEA5URE5 z GARAGE 51MP50N FROM TOP BOTTOM, 4 MIN. 4" FROM ENDS PRIOR TO GON5TRUGTION. DO NOT 5GALE DRAWIN65. 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V o D N L 3030 AWN 6" b'-6" EF �' 4" 4'-b 4' 3'-4„ 6" p t SLOPE GARAGE SLAB DOWN 2" 5D® we Iq m w w w w w a- .!1 N J ® 8,'-0"HD HT 10'-0"GEILIN6 �s `g `r TOWARD5 6ARA6E DOOR TWO GAR GARAGE Q w m m "TYPE"X"GYP BD ON 6ARA6E •4'P.G.SLAG(MIN.3500 P51 GONG) GL• DI BATH #2 a * C) 5 REINFORCED WITH bxb,10/10 W.W.M. = b" 3'4„ 4" 4'-6" 4" EF©8,'-6" 6" 3030 AWN m WALL5 4 GEILIN6 0 01"TYPE"X"GYP BD ON INT OF LIVING FW-2 'SLOPE GARAGE SLAB DOWN 2" `l ID'-0"GEILIN6 ® 5'-0"HD HT m o HD �� SPACE COMMON WALL5 TO 6ARA6E 0 TYPE"X'GYP BDDO GARAGE �� BATH #2 © m a • �+ WALL5 4 GEILIN6 TYPE 0 ®SD SPACE COXMMON KN-LS TO GI C7YP 130 ON INT ARAGE �6 e s8 � AHD ® F-- 62-5 b"(R-21)BATTS SE .yo" Ig Z (� ENERGY NOTES GL D1 w II' "CEILING ALL CONSTRUCTION SHALL COMPLY WITH THE 2020 ECCCNYS BED OOM #2 n I Iq DI Iq 6"(R-21)BATTS �" RESIDENTIAL PROVISIONS. HD O m DI II'-0"GEIL NG W w 2-b„ 6„ I2'-0" b I b-0 DI - SEE SHEET T-2 ENERGY CODE NOTES N 1101.10.1.1 - N 1104.1 BEDR00 #2 0 > m Ig l HD = � N - „ 6„ 1 - Ib070 off DR I b'-o" 12-0 2-6 1 Q z r Hp - - - - - 5 I/4"x I6'LYL HDR HD I 1 � T `? fl (bolo OH DR W O �� 2020 NY5RG- 62421b (503.e� D/21 - - - - VENTING SYSTEM TERMINATION LOCATION: N - - - - - - - - - - - - - - o D1 0 _ e` cv THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN INPUT OF B2-1, HD 5 I/4"x Ib" LVL HDR HD J r ❑ h--1 10,000 BTU PER HOUR(3KW)OR LE5Ei SHALL BE LOCATED AT LEA5T o D/21 — D/21 1 6"FROM ANY AIR OPENING INTO A BUILDING,AND SUCH AN APPLIANCE WITH AN INPUT OVER 10,000 BTU PER HOUR BUT NOT 9 SEAT 0 2 DI � DI w U SHALL BE IN5TALLED WITH A q INCH Hp `fl 2-1. OVER 50p00 BTU PER HOUR o ~ z (2)2X10 HDR � HD `fl FW_2 I 4 � ~ VENT TERMINATION GI EARANOE,AND AN APPLIANCE WITH AN INPUT Q = III FW z m OVER 50,000 BTU PER HOUR SHALL HAVE AT LEA5T A 12 INCH VENT N - _ - - - - - — — — — — 0 SEAT 0 w NCE.THE BOTTOM OF THE VENT TERMINAL AND = J TERMINATION GLEARA HD J (2)2X10 HDR - z IR INTAKE SHALL BE LOCATED AT LEAST 12"ABOVE GRADE. Iq L - J L (7 316 TR Iq - _ (� o o cn THE A MODEL B-I MA5TER--// DI (2)3050 DH DI L - - - f - w BEDROOM WALL ® 6,'-0"HD HT 2" 1q (2T3016 TR JL - _ J Ig �RSp RCy BEYOND A 62-5 DI (2)3050 DH DI U / ��� OERT N �T 2020 NY5RG- R312.2.1 �� �CI ® a'-o"HD HT IN DWELLING UNIT5,WHERE THE TOP OF THE 51LL OF AN OPERABLE 1'-0" Q . 2'-b„ 4,_0„ 4, 0„ 2, b I6'-0"R.C. 1'-4" I'-8" I6'-0" R.O. I-0 2,_6,„ 4._0., 4,_0., 2,_6,„ WINDOW OPENING 15 LOCATED LE55 THAN 24"ABOVE THE FINI5HED x 2� FLOOR AND GREATER THAN 12 ABOVE THE FINISHED 6RADE OR -8," 13'-0" 2'-6" 2'-6" 2'-0" „ " Ibl-411 LLI OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING,THE 2-0 2'-6 2'-6 13'-0 t U OPERABLE WINDOW 5HALL COMPLY WITH ONE OF THE FOLLOWING: 'OPENING5 THAT WILL NOT ALLOW A 4 INCH DIAMETER 5PHERE TO ED POSITION. PLAN ❑ 023R1� X04 PA55 THROUGH THE OPENING IN IT5 LARGEST OPEN PLAN UNIT 3 7 FLOOR # FALL PREVENTION DEVICES THAT COMPLY WITH A5TM F 2080 UNIT 38 FLOOR I (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION To REI EA5E THE CONTROL DEVICE ALLOWING THE WINDOW TO FULLY 1/4"=1'-0„ LIVING AREA= 15gq 5Q.FT. 2 HR PER UL# 3b MODEL B-2 (MAGNOLIA) 1/4��=1�-0�" LIVING AREA- 1,-n 50. FT. J B UMBER OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING AREA OF THE MODEL B-2 (MAGNOLIA) - WALL PER UL#336 GARAGE AREA- 3Tr 50. FT. WINDOW UNIT TO LE55 THAN 5.l 5WARE FEET. GARAGE AREA- 3T1 50. FT. w 016023 COVERED PORCH AREA- 250 5Q. FT. COVERED PORCH AREA= 250 SQ. FT. SIE "5,, EF =EXHAU5T FAN: GENERAL GONTRAGTOR5 AND SUBGONTRAGTOR5 TO REVIEW THE5E = SHEET NUMBER ONE CARBON MONOXIDE ALARM IN NEW ONE 5TAIR MANUFACTURER To MULTIPLE LVL GIRDER GONNEGTION5: 50 GFM INTERMITTENT OR NOTE "V": GON5TRUGTION DOGUMENT5 UPON REGEIPT FROM ARGHITEGT AND UNIT 3 7 UNIT 38 DUET CLUSTER NOTE R: AND TWO-FAMILY DWELLIN65,TOWNHOUSES B2 � 3 DESIGN STAIRS TO MEET ALL 20 GFM CONTINUOUS � ALE.pRYERs To BE VENTED REPORT ANY AND ALL DISGREPANGIES INCLUDING ANY DIMENSIONAL PRE-ENGINEERED ROOF [H11= HOLD DOWN AND DI^ELLING UNITS IN GROUP R-2 NOTE: APPLICABLE CODES AND TO FOR ALL MULTIPLE LVL GIRDERS, LAG BOLT TO OUTSIDE AIR PER CODE ALL WINDOWS SHALL BE TRUSSES VJ/ 12" MIN. HEEL BUILDINGS(COND05 4 Go-0P5)AND UNITS REPORT ANY DISGREPENGIES CONFLICTS, IMMEDIATLEY TO ARCHITECT FOR CORRECTIVE MEASURES C7 „ OFFERED FOR SALE, IN THE IMMEDIATE TOGETHER W/ 1/2 BOLTS © 2-0 O.G. 2 MIN 602 CARBON MONOXIDE ALL WASHER TO BE M O D EL B- 2 ) (MODEL B 2 FLOOR PLANAND CONFLICTS TO THE „ � � ® DETECTOR PROVIDED WITH DRAIN PANS PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. DIMENSIONS SHALL ( � ANDER5EN 200 5ERIE5 HEIGHTS (U.BY @ 24 O.G. Q= TEMPERED VICINITY of BEDROOMS,C7 THE LOWEST ARCHITECT PRIOR TO STAIR FROM TOP $ BOTTOM, 4 MIN. 4 FROM ENDS01 DESIGNED BY TRU55 ENGINEER GLAZING FLOOR LEVEL CONTAINING BEDROOMS. �D SMOKE DETECTOR BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. w FABRICATION. COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WOOD ROOF TRUSS SPECIFICATIONS: Ib'-2" GABLE WIDTH bxb P.T.P05T WITH Fes- 5IMPIN5TALL ICE 4 WATER 5HIELD PER NOTE: 5/8 INCH THICK ROOF SHEATHING IS TO o 0 CAP A N B(52-5/b Z MANUFAGTURER'5 5PEGIFIGATION5 TO MAINTAIN BE USED, WHEN ROOF TRUSSES ARE SPECIFIED GAP ANCHOR 4 51 (TYP w ►� PRODUCT WARRANTY AS THE ROOF FRAMING MEMBERS. ABUbb POST BASE(TYP bxb P.T.P05T HITH :3 - Ib'-2"GABLE WIDTH � PR -ALL COLUMNS) 51MP50N BG52 31 P05T 4 0 �i NOTE: ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING - - - - GAP ANCHOR 4 51MP50NN - C) APPLY ICE 4 WATER 5HIELD IN FAIR WEATHER WHEN THE AIR,ROOF DECK LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN -D.0- - (3)-W P.IRD€R A 1 U 62-5 AE>llbb POST BASE(TYP z `•/ �- � AND MEMBRANE ARE AT TEMPERATURES OF 40°F (506) OR HIGHER. PER SECTION 1605.3 OF THE BUILDING CODE. - II'-O" PL HT. I 11'-0" PL HT. ALL COLUMNS) _ - O0 c°n U PRE-ENGINEERED ROOF 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE I L TRU55E5 PER TRUSS MANUF I, o„ 1 12 12 � I,_0„ WALL PEREUL X336 ' -1-3)SCS-P.T�1RD D.Q� ' _ � �o� ` STRESS DESIGN: a I- I a o D (EQUATION 16-8) OH. I I I I OH. I SEE DETAIL I/FW-2 II'-0" PL HT. 5IMP50N 5TRONG-TIE D + L (EQUATION 16-9) ci Lo NO "R" o� MTS STRAPPING(LENGTHS VARY) D + S (EQUATION 16-10) I U Ecl) '= C I'-0" ' a I� � q � I'-0" O Q w�c rMi OR I ( OR U o ca v CONTINJOUS WALL 5HEATHING TO D + .6W (EQUATION 16-12) �� IN - _ "' �- co HEEL - IN (�1 NO "R" ' � U M °o TO'of TRU55 D + 0,75 (.6W) + 0.75 S (EQUATION 16 13) ,. I N M I� $ II'-0" PL HT. HEEL HEIGHT VARIES 5EE TR 65 DRANING5 FOR D = DEAD LOAD, L = LIVE LOAD, S = SNOW LOAD, W = x1 4 o W/ 12" HEEL II'-0" PL HT. I N ACTUAL HEEL HEIGHTS LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL HEIGHT " N1 BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30 L- - - - - - - - I'-0" W/ 12 HEEL �I I OF ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND ( , 0H. ALIGN FASGIA5 I HEIGHT 4 0 'N SPEED (101 MPH BASIC DESIGN WIND SPEED) IN ( NOTE "R" I2 EXPOSURE CATEGORY B. _ - - - - - I` /A' o ALIGN FA5GIA5 IOH. I- _� - VARIE5 ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE I _ _ ROOF TRU55 GIRDER _ _ _ _ ROOF TRUSS GIRDER _ _ _ j No „R„ I Z _ FOLLOWING DESIGN LOADS: //////7jj \ -� TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND ' �/ / //� ) ' O LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD ROOF TRUSS GIRDER _ _ _ _ ROOF TRU55 GIRDER _ _ UP LOADS AS REQUIRED BY ASCE? 10 , TCDL = 15 -1 - - GUTTER PSF, BCLL=10PSF, AND BCDL = 10 PSF. PROVIDE - - ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE ~ IZ _ ' z 2 / = Z B•FASCIA BD - E32-q NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. -I a / / / // // - O TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD 12 / ///// // i 12 n DEFLECTION OF THE LESSER OF L/360 OR .75'. I a Q %///%//j j//jj// a(- ( U- U- 12 j o TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO „v I I -� / //// /// 0' 12 C� VENTED VINYL SOFFIT ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR I I F I' � iNT,BEA RI G I Y I %///j/ //j%// ( � a I Z TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL TRA GE L. // / El INCLUDE THE FOLLOWING INFORMATION: WALL BELOW N� //// // r b I '� I I / j/j / S -71 1. DEPTH, SLOPE (IF ANY), SPAN, AND SPACING. I 41NBEARINF 2. LOCATION OF ALL JOINTS. OH• I ' ® j / j TRAY GEtL. �I/ / / LL BELOW �< I 3. REQUIRED BEARING WIDTHS. I /// // ///// I I <`� LEADER TO DRYWELL- TYP 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. I / //j///%� I 6" j 4.2. TOP CHORD DEAD LOAD. I i ./ /// /// / ./ oH. �J BOTTOM CHORD LIVE LOAD. /// ® ~ F� 4.3. BO 4.4. BOTTOM CHORD DEAD LOAD. - - INT OF FLUSH OOFS L L CARRY 2-HOUR FIREWALL / /� /// / / ( O •� 4.5. CONCENTRATED LOADS AND THEIR POINTS / i APPLICATION. TO THE UNDERSIDE OF THE // / / /. I 4.6. CONTROLLING WIND LOADS. , �, HIGHEST ROOF 5HTa // / ;j//j j i - - - - I U 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR I I I °L - - - '/ /// ///// -J FLUSHrOF5 DETAIL DESIGN VALUES FOR CONDITIONS OF USE. / 6. EACH REACTION FORCE AND DIRECTION. � I / / NOT TO SCALE7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, ( Gss /// / B2 .4 THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION - - - - - j OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY Z I LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 I I RIDGE5 TO L.- TEL NOTE "R" kD ALTG� - i 1d - NOTE: GA MIN THICKNESS GRADE AGALVANIZED STEEL INSTALL HALF OF o I / FASTENERS® EACH `o PLATES. TRU RIDGE W/VENT // / END OF STRAP 0� 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH i 12 - - / / jXY/j// I I RIDGES To 9 MEMBER. a % F-� ® 9. CONNECTION REQUIREMENTS FOR TRUSS TO I I �( � ( � /'y TR65 RIDGE W/ NT I I U GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD II'-0" PL HT. CO CO '// / - - I2 � Z oome�o LLI SPLICES. - - / I a / I I � 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. I ,// / o®opo 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. O o ° ° sn�PaoN , 12. REQUIRED PERMANENT TRUSS MEMBER BRACING e rtb LOCATIONS. OR (3)'2Xb P05T �F- -� j j/ / /j j/ / o ° ° 0 * TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH / /// // / / . ' // // CARRY 2-HOUR FIREWALL ° ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND - 1 - - - _ - ( I I j�j %/jj//ji TO THE ISER5IRODEo0F5HTt v� (3) 2X6 P 5T OH. 514P50N STRONG TIE MANUFACTURE OF METAL-PLATE-CONNECTED WOOD \Q -I I -� / j j / //j T�- WS5TRAPPIN6 TRUSSES SHALL COMPLY WITH ANSI/TPI 1. THE TRUSS - SHALL BE PREPARED AND STAMPED BY ' ' - / I - - 14-10a DESIGN DRAWINGS J� ry - _� 1 / / - - - (rOTAu A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF - NEW YORK. N °o # lln' ' , // // / s 1 H ri o � 17 cD ROOF TRUSS DESIGNER TO ADJUST HEEL HEIGHTS, NI / / / / // s a N N N M r- to OVERHANGS AND ROOF PITCHES SO THAT FASCIAS AND '- I - -l- '////// / // �- - - ►- �N 'S' o .- �i �i "i "i `° U5E IN COMBINATION ONLY DETAIL S ALIGN AS SHOWN ON ELEVATIONS AND SECTIONS. I aI ( I v _ // //% � /� I RIDGE , 1 I I �` - 12 - I p 121- WHEN STUDS AND�IZAFTERS * TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH I m THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT \ I NOT TO SCALEI J`� I � Gs DO NOT ALIGN B 2 -4 WOOD MEMBERS CLAMPED IN RIGID FIXTURES DURING bxb P.T.P05T 1 I - - - ;///// / / T /// 12 ASSEMBLY TO INSURE TIGHT FITTING JOINTS. WITH 51MPSON - j j//j j/ , j/j///j j + +/- I i +/- 11 * TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER BG52-3/b _ L_--ROOD - _ _ < ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. P05T GAP C - /// // // // - - - <� ( (� bxb P.T.P05T g z THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND ANGHOR 4 - �C // // // / �' o '// / /// // I WITH 51MP50N n g / // /• -j iri z cn cn a 51MP50N I %/ / / // /// ROOF TRU55-GIR _ BG52-3/b z z z METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR /// // / // _ _ _ 0 0 0 o o Z w ABUbb P05T // / // // / o _ A HOR 4 > > > w > > a N v� SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN BASE( _ I'-o" I I '/////// //j////. - �� g a / / 51MPSON DESIGNED AND INSTALLED TO PREVENT ROTATION AND ,qLL COLUMNS) OR N " / / . / j/ /j - o w ui w w w w cb oh U PROVIDE LATERAL STABILITY IN ACCORDANCE WITH //j///// //j//// I I ty ABUbb P05T ACCEPTED INDUSTRY PRACTICE SUCH AS THE SBCA I I ///j j// /j///j/, I '-`- BA5E(TYP co - 51DEWALL ABOVE BUILDING COMPONENT SAFETY INFORMATION (BCSI) GUIDE 11'-0" PL HT. ) ///j/// / // / I oH. ALL COLUMNS) N LOWER ROOF TO GOOD PRACTICE FOR HANDLING INSTALLING & BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. PROVIDE APPROPRIATE CONNECTOR AT BEARING POINTS II' 0" PL HT. NOTE: INTER5EGTING ROOFS I 2 NR FIREWALL BELOW ROOF - OF ALL ROOF TRUSSES TO RESIST UPLIFT LOADS SHOWN o = L ON TRUSS DRAWINGS. o NOTE "R" " WEAVE ROOF 5HIN6LE5 AT CARRY TO UNDERSIDE OF * 20-3 HIP PL HT �/ /// �� IN �- II TRUSS MEMBERS SHALL NOT BE CUT NOTCHED _ - - - - - - _ - - - - - - - - - - - - / / _I Z INTER5EGTION OVER ICE SHIELD I HI6HE5T ROOF 5HEATHIN6 - II'-0Oil PL HT. - DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY I-o I - - - - - - _ - - - - - - - - - - - - j// ( /off j = ti% = w MEMBRANE - CARRY MEMBRANE MIN. 24"1 TYP. WITHOUT THE APPROVAL OF A REGISTERED DESIGN OH. 1�1 //// /// j/ j I NOTE "R" I I � OUT IN ALL DIREGTION5 OF I I N PROFESSIONAL. lBp z o o o j j//j j/ /j/ �/ - - - - - - - - - - - - 20'-3"HIP PL HT I - - - - - - _ I II'-0" PL HT. O m INTERSEGTION I I * THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS [x -' ry ///j//j j// fT- - - -- - - - - - - - - = 3 - - - - - - I-O w w Z AND METHODS OF ERECTING THE TRUSSES. THE �' lo'-O"HIP WIDTH �p ;L L //// �/// I off w z I J CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY ////g/ J'////// _ =s� = 1- W ^ w W Q BRACING HAS BEEN DESIGNED AND INSTALLED FOR THE 8'-q" PL HT. I 12 IZ ANDER5EN 244b DH + j%/� //%//j/� o I °o o z -- w U Q W-1 N a TRUSSES. IN GABLE END WL ////�// //////� J� Z INSTILLATION OF THE TR ABOVE FLOOR 10.53 NI �Ia.53 I ////// 10-0 HIP WIDTH I C0 ROOF TRU55 L R0: 2'-4"X 4'-b" /// /// // // /, ANDER5EN 244b DH 12 12 I W O IN GABLE END WL 10.53 10.53 8 a PL HT. HIP RAFTER, /� o //% j R0: 2'-4"X 41-b" J N ( O `- ABOVE FLOOR OR 51MP50N HGP HIP 5EE PLAN �, " CORNER TIE P NO R S / // �j S 'g< I I-0 PL HT. // // /i S I'-0" iii v 51DEWALL ABOVE LOWER l" 12 12 < i'-0° /// / o I 'C�" \.f� Gs ti�A OH. ROOF 10.53(- �10.53 OH. NO "R" S � m II'-0" PL HT. a'-0" FRONT 6ARA6E Iz z WALL PL HT. ABOVE 11'-0" PL HT. `4< w 12 12 Z q� a Q FIR5T FLOOR J -- = - OH ry OH - OH 10.53 10.53 11'-0" PL HT. o uvi o - w �R .d.AR�y. ... a'-0" FRONT GARAGE 0 5� F TRU55 RIDGE W/PENT I WALL PL HT. A13OVE OH = $ ry o OH U /� <vE TIOy�L0� FIR5T FLOOR `� o Q TRU55 RIDGE H/VENT W EXTERIOR O�R WALL UNIT 3 8 ( � 2 HR SEPERATION UNIT 3 7 U N � `��'.A�� � � DETAIL y AREA OF ONE ROOF WALL PER UL#33b �•9 ?38Y) Q� ROOF WEAVE 3 A 5EE DETAIL I/-W 2 TOP PLATE HIP E3UILT OVER ANOTHER MODEL B-2 (MAGNOLIA) B2-5 � MODEL B-2 (MAGNOLIA) � FNE�.- DETAIL NOT TO SCALE B2 -4GONNEGTION 2 JO NUMBER 6UTTER5 I LEADERS NOTE R: w 2016023 INSTALL ICE AND UNIT 3 7 UNIT 3 8 DUET CLUSTER ALL GUTTERS $ LEADER5 5HALL BE BAKED WHITE ALUMINUM .032" NOTE 0: NOTE 5: PRE-ENGINEERED ROOF Q SHEET NUMBER WATER SHIELD PER ROOF PLAN MIN. GAUGE, GUTTERS 5HALL BE 5" SEAMLESS, 0.6. STYLE W/ ALL PRE-ENGINEERED OVERLAY PRE-ENGINEERED 5G1550R TRU55E5 W/ 12" MIN. HEEL = MANUFACTURE'S .N.) @ 24 O.G. RELATED REQUIRED AGGE550RIE5. LEADER5 5HALL BE MIN. ROOF TRU55E5 24" O.G. ROOF TRU55E5 24" O.G. HEIGHTS (U.0 B B- 2 ) ROOF PLAN z„ SPEGIFIGATIONS TO � (MODEL 2 x3 , .027 GAUGE W/ GLIP5 i ANCHOR5. GAULK $ 5EAL ALL MAINTAIN PRODUCT DE516NED BY TRU55 ENGINEER DE516NED BY TRU55 ENGINEER DESIGNED EY TRU55 1/4 =1 -0 J0INT5. PITCH 67UTTER5 MIN. I/8"/FT. PROVIDE P.V.G. REGEPTORS ENGINEER w 2 � 4 S" ABOVE GRADE TO REGEIVE LEADER5 (GL05ED GAP DE51GN). WARRANTY 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED OPTION#I 2020 NY56G 5EGTION 70616-EXCEPTION 4: 48"MIN 48"MIN ^^ 11 DESIGN � �� ®o 2 HOUR FIRE RATED RE515TANGE WALL A55EMBLY MAY TERMINATE OPTION#2 SECURE ROOF 5HEATHIN6 TO G-RUNNER TRACK z W U336AT UNDER51DE ROOF 5HEATHING IF FIRE RETARDANT TREATED 2020 NY5BG 5EGTION 2"G-RUNNER TRAGK2"-CAULK FOR � E 5HEATHIN6 15 INSTALLED FOR A D15TANGE OF 4'-0"ON BOTH SIDES 706.6-EXCEPTION 4: OPTION#I WALL RATING - 2 HR. 2 HOUR FIRE RATED RE515TANGE SMOKE TIGHT JOINT OVER OF 2 HOUR FIRE RATED RESISTANCE WALL A55EMBLY FINISH RATING - 120 MIN. 48' 48 WALL ASSEMBLY MAY TERMINATE AT METAL EDGE FLASHING OPTION#2 O "�'-� (� 16 STC RATING - 61 (SEE ITEM 7) THE UNDERSIDE OF ROOF NON-RATEDr 1 SHEATHING PROVIDED THE ROOF 15 SECURE WALL SHEATHING TO TYPICAL ROOFING z V �" _ PROTECTED WITH 5/8"TYPE "X" G-RUNNER TRACK O r1 1 (D 6YP5UM BOARD DIRECTLY BENEATH ROOF TRU% 50 L_ U THE UNDERSIDE OF ROOF 5HEATHING AND 15 SUPPORTED BY 2"LEDGERS RAKE BOARD _NP N �r•r + � ATTACHED To THE 51DE5 OF ROOF i 2' H STUD TRACK AN OPTION #2 FRAMING FOR A MINIMUM OF TYPICAL SIDING - - T---- -----_ F Z U In GAU K FOR SMOKE TI?H DISTANCE OF 4'-0"ON BOTH SIDES - x x :' ' - _16INT OVER OF 2 HOUR FIRE RATED RE515TANGE L L p i✓ J c Cq 24 r 7 I CID 1,;.,,,,,.,s i,,,.::...,.,•„•.........................,...,,%`............r•.................�++•••M-......--- ..... 2x 5TUD5 CONTINUED TO UNi IDE ROOF' S® 24"O.G. WALL ASSEMBLY.ALLOW NO HIDDEN METAL FLASHING: - 12"VERTICALLY 12"HORIZONTALLY ..,._-----; ---- M..�.,..................._...,.,,,., ,,.,,..,.,,., .. _.....--••-•:-•-T---•• ,..,..,..,....,.,,..,,..,. O�R OF SHEATHING OPENINGS IN ROOF WITHIN 4'-0"OF 2 U00 „,, _.......--- - _ ............--- -- HOUR FIRE RATED RE515TANGE WALL U M N t� .. ... ..............---., .......... -- __ ._: 2x4 LEDGERS W/ co I. ... �.t., --- ..... . . . . ., L,,................ , .r :. A55EMBLY EACH 51DE.MINIMUM OPTION#1 �' ``"`'' �\ ;':'• ` GLA55 B ROOF 5HINGLE TO BE 2"x2"x2 y"LONG I Al SPACE EA. SID OPT. 2(TYP) �° ... OPTION 2 n INSTALLED # 1 •......__....-•:• :---------............ .. ....... ; . -?WW o .063 U56 ALUMINUM 1W �LLLL r IN5TALL "TREATED PLYWOOD 5HT6 BREAKAWAY GLiP5 } , ..�,, FOR MIN 48"OUT, IF LOWER ROOF 15 +' ................. 3f4'" AIR STA T: s � ' � GYP. BD. OR MINERAL LE55 THAN 30"BELOW HIGHER ROOF SECURE ROOF WOOL FIRE BLOGKI 5HEATHIN6 To TYPICAL ROOFING - C '� TTAJIT ASW CLIPS OR .O/o3 USCF - .063 U56 ALUMINUM z ALUM ANGLE CLIPS xT-----------Tx x'r----------- BREAKAWAY GLIP5 O T-.Xr()S 1)TC FIRE E'E���M AREA SETAKATION. 1lc' T.T.SITH:ONI,y'.. JJ F- AIR SPADE DOUBLE H-STUD TRAGK I"AIR 5PAGE I'AIR 5PAGE , SGREWED BAGK TO BAGK (2)PIECES 6.P.T GK I"FIREGUARD 1' 2S , " :: I/2 GYP.BD (n ,��..� ti„•� �,�. f` ''r 't, TYPE X SHAFTLINER, TER PROOF DOUBLE H-5TUD TRACK 5GREWED FILL I CAVITY AT FLOORS AND Z . 13 FIN15H ON BOTH i ---------------' w --- www-wx `s . ...•- --------�....,. . t .............:.....� BACK TO G O RAL BOAR AND E EDC-E5 BACK �wwww •.. R MINE -.�_ ................................• ..... . :.: ." , ... ;";" WOOL FIRE BLOGKKIIN6 �rti := -•;. :. I" AIR 5PAGE .� 1. O .. . ............................_ ........ .-�........ a w.• �_ ..........'�._ _ (2) PIECES G.P. TOUGHROGK I" -- 2" H-STUD TRACK I� :.�.._:::::::: ._,.._._.. ........� :::::.:'.._......... ......:..Y....�.'.. .._ ......... FIREGUARD TYPE "X" 5HAFTLINER O }" WATER PROOF BOARDS HU 2x4 P.T. SILL PLATE f� FIBERGLA55 FIN15H ON BOTH 51DE5 AND EDC-C-5 .::1.;.. ,.,�...---.......... FIRST FLOOR .---...... 3SPACE' 1. ti ;4" AI 8f'c CE' r 3/4" T+tG 05B SUBFLOOR - GLUED rf RIM J015T PER FLR J015T MANUF. SCREWED - RUN ^•.: _ OPTION#I 1• '�j ; 2020 NY56G SECTION 106.6-EXCEPTION 4: CONTINUOU5 BETWEEN _ = J015T5 PER PLAN FILL V CAVITY AT FLOORS AND CEILING W/ ROOF 2 HOUR FIRE RATED RESISTANCE WALL A55EMBLY MAY CONFIGURATION �. PLATES AT EXTERIOR - _ GYP.BOARD OR MINERAL WOOL FIRE TERMINATE AT UNDER51DE ROOF 5HEATHIN6 IF FIRE RETARDANT WALL ;:` (2) 2x4 P.T. SILL PLATE BLOGKING 063 USG ALUMINUM TREATED SHEATHING IS INSTALLED FOR A DISTANCE OF 4'-0"ON ;XE'(�SE.f.}T{. ('di:(k FROM t'�.tTIE'=R"WL - = BREAKAWAY CLIPS r..; , , BOTH SIDES OF 2 HOUR FIRE RATED RESISTANCE WALL A55EMBLY -............................... ........................._...-...._...._.... w a,.4„ 3;4,• .�,4': (R-13)GL05ED CELL 5PRAY FOAM IN50L ,;'` 11 9",P ANCHOR BOLTS (14" LONG + OPTION#2 F-1 ALONG IN51DE FACE OF FND.WALL5-FULL HT ° 3" HOOK,8" MIN EMBEDMENT) OR 2020 NYSBG SECTION)01616-EXCEPTION 4: _..: ,�,,,, AIR SPA. Cr ................; ;...r.l r..,..,-------- A I It 4Pr>C ° D AIR SE �' CE: � 2 HOUR FIRE RATED RE515TANGE WALL A55EMBLY MAY TERMINATE AT 1 _ OR DRAPED BLANKET INSULATION y a. ADHESIVE ANCHORS wr 3"x3 x 2 HR FIRE RESISTANCENON-RATEDm C� 7... WASHER PL a 24 0/G --- -r THE UNDERSIDE OF ROOF SHEATHING PROVIDED THE ROOF (1)#4 HORIZ.REBAR ° a 15 PROTECTED WITH 5/8 TYPE X GYPSUM BOARD DIRECTLY BENEATH T RATED WALL ASSEMBLY DETAIL ,r THE WER51DE OF ROOF 5HEATHIN6 AND 15 5UPPORTED BY 2 'J' i 1•fi i �',!`,5 ,`t `,� : ` ''J �.� I J Lir # 33 S (I) 4 HORIZ.REBAR® MID BASEMENT t{. LEDGERS ATTACHED TO THE SIDES OF ROOF FRAMING FOR A MINIMUM • i' iy :� '� 5�' �`�,) _ 11'{'i ' .'';':.a `.,`:,``•; :`I I ,.- r� ,! HEIGHT OF WALL STORY ° OF 015TANGE OF 4'-0"ON BOTH SIDES OF 2 HOUR FIRE RATED ' \t, ; 1 `., �;. � �/. ,'i' : , ,\'•� '`1••r `V' ° Nc� FW2 RESISTANCE WALL A55EMBLY.ALLOW NO OPENINGS IN ROOF WITHIN N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOGATIO ` > "�''',t', `. \, Jif r:1 . �.,+:• rS i v 4-0OF 2 HOUR FIRE RATED RE515TANGE WALL A55EMBLY EACH `'' 12" FOUNDATION WALL ON 24"x12" • `�, ` "� I TYPICAL BASEMENT 5LAB SIDE.MINIMUM CLA55 B ROOF SHINGLE TO BE INSTALLED. P.G. FOOTING + " 7 - 1,,. I -*,` I ° 4 P G.5LA5(MIN.2500 P51 •�. - 's, •" •. . msµ "•', ° ��ti\,',,�' ••,•M1 Ys-;•••'"-""', _•!.'•' ' •. ;a,,`.`y �. «; ° *DObMIL.POLYETHELENE 5TG RATING Q OPTION 1 y. t I • J, r �' '1 4 VAPOR BARRIER # _?" ' -� t` '�,' 9 f� ; �` ` • ' ° TAMP b FILL TO Q5%DEN51 (FIRE RE-515TANT - EPTION 4: •.r ��', + hl : , ; , ........----...1.. �;:..� .w•'ti.. ': �;{ .J . n' SA10 2 0 NYSBG 5EGTION 106 XG USG BROCHURE 0 02 5E 106b-EX( r , �jr,- + - ° 2 HOUR FIRE RATED RE515TANGE WALL A55EMBLY MAY TERMINATE AT OPTION#2 ~ v `` e'f r'1:� i I '• ; ,.{ i \ ..,`,`i /;';l i _ . Q ° e ° A55EMBLIE5) Z r :;; �'' ° . ° UNDERSIDE ROOF SHEATHING IF FIRE RETARDANT TREATED SHEATHING 2020 NY56G SECTION 10616-EXCEPTION 4: W :�'•`( "" a ° ° PAGE 22 (AREA SEPARATION WALL 15 IN5TALLE0 FOR A 015TANGE OF 4'-0"ON BOTH 51DE5 of 2 HOUR 2 HOUR FIRE RATED RE515TANGE WALL i i }1•�tti. ; ; ` , i 4 ° A55EMBLY MAY TERMINATE AT THE Z) SYSTEMS) FIRE RATED RESISTANCE WALL A55EMBLY ' ° 4 ° ° TEST#UL DES U341 UNDERSIDE OF ROOF NDN RATED U 5-9- ° - _ " 416 5HEATHIN6 PROVIDED THE ROOF 15 O HORIZONTAL #4 ° ° AGOU5TI6AL PERFORMANCE = 5TG 60 PROTECTED WITH 5/8" TYPE 'X"GYP5UM ° 4 ° TE5T#RAL-TL-88-350 ° BOARD DIRECTLY BENEATH THE ° BA5ED ON 2x4 FRAME WITH MIN. 3 UNDER5,1DE OF ROOF 5HEATHIN6 AND 15 MINERAL WOOL BATT AT EACH 510E 5UPPoRTED BY 2"LEDGER5 ATTACHED TO SEPARATION WALL: (Max Height - 66 ft) 5EGTION 1206.3 OF 2020 NY5BG- WALL5, . - X THE 51DE5 OF ROOF FRAMING FOR A 2 HR FIRE RESISTANCE MINIMUM OF DISTANCE OF 4'-0"ON BOTH PARTITIONS AND FLOOR/GEILING 2' H STUD TRACK AN SIDES OF 2 HOUR FIRE RATED RESISTANCE I. Floor, Intermediate or Top Wall -- 2 in. wide channel Shaped with I in. long legs formed from No. 25 M56 goly Steel, Secured with suitable A55EMBLIE5 SEPARATING DWELLING G ULK FOR 5MOKE TI H OPTION #2 WALL A55EMBLY.ALLOW NO OPENIN65 IN fa5tenerS 5 aced 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 p 2. Metal Studs -- Steel membE;rS formed from No. 25 M56 gale Steel having "H" -Shaped flanged Spaced 24 in. OG; overall depth 2 in. and FW2 PUBLIC OR SERVICE AREAS SHALL HAVE ROOF 5E5® 24"O.G. MMIINIIMUM GLA55513 ROOF 55HHINGLE TO B1EE. N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOCATIONS A 5TG OF 50 OR MORE. 2 TUF5 CONTINUED TO IDE flan e width I-3/8 in. O ROOF SHEATHING wcj � N g __ PROVIDED DSD STG=60 INSTALLED. a N N M N 3. 6yp5um Board Two layers of I in. thick gypsum board liner panels, Supplied in nom 24 in. widths. Vertical edges of panels friction fitted USG AREA SEPARATION WALL SYSTEM UL# U336; I" AI 5PAGE EA. 51D o N N M M Into "H" -Shaped 5tud5. TEST #RAL-TL-88-350; STC = 60 G6G ING -- Type 5LX. TYPICAL FRAME WALLS UNITED STATES GYPSUM GO -- Type 5LX (2) PIECES G.P.TOU6HR0GK I" FIREGUARD TYPE "X" SHAFTLINER, GYP. BD. OR MINERAL US67 0 G MEXICO 5 A DE G V -- Type 5LX. UNRATED WATER PROOF BOARDS W/ WOOL FIRE BLOGKI 11 5Z WINDOW FIBERGLA55 FIN15H ON BOTH 51DE5 a g PROTECTED WALL: (Bearing or Nonbearin Wall) AND EDGES ASW CLIPS OR .O(3 USCF g g _� ALLN ANGLE CLIPS o 0 0 P o o g W - 2 HOUR FIRE RATED RE515TANGE I AIR SPACE > > W - Q j 4. Wood Studs -- Nom 2 by 4 in. max Spacing 24 in. OG. Studs cross braced at mid-height where necessary for clip attachment. Min 3/4 in. WALL ASSEMBLY SHOWN HATCHED DOUBLE H-STUD TRACK N SGREWED BAGK TO BAGK w 00 °° v Separation between wood framing and fire Separation wall. 4A. 5teel 5tud5 -- (A5 an alternate to Item 4, not Shown) -- For Bearing Wall Rating - Gorro5ion protected 5teel 5tud5, min No. 20 M56 2020NY5BG106sWRIZONTALGONnNUITY: DOUBLE H-STUD TRACK SGREWED FILL I" CAVITY AT FLOORS AND N FIRE KALL5 5HALL BE GONTIN OL6 FROM BACK TO BACK CEILING W/GYP. BOARD OR MINERAL (0.03261 in., min bare metal thickne55) Steel or min 3- 1/2 in. wide, min No. 20 656 (0.036 in. thick) poly 5teel or No. 20 M56 (0.033 in. thick) EXTERIOR i4AL.TOEXTERIORWALL rimed Steel, Gold formed, Shall be de5i ned in accordance with the current edition of the Specification for the Design of Gold-Formed Steel 1" AIR 5PAGE WOOL FIRE BLOCKING N p g wa UNRATED 2" H-STUD TRACK STG RP�TINC � Structural Members by the American Iron and Steel Institute. All design details enhancing the Structural integrity of the wall a55embly, including WINDOW (2) PIEGE5 G.P. TOUGHROGK I" the axial design load of the 5tud5, Shall be a5 5pecified by the Steel Stud designer and/or producer, and Shall meet the requirements of all 2020 NY56G 5EGTION 106.5 U56 BROCHURE 5A100 (FIRE RE515TANT F--� a livable local code a encie5. The max Stud 5 ocin of wall o55emblie5 Shall not exceed 24 in. OG. 5tud5 attached to floor and ceiling EXCEPTION #2 FIREGUARD TYPE "x" SHAFTLINER, - 2x4 P.T. SILL PLATE z F--� pp g p g UNSPRINKLERED 6UILDIN65: WATER PROOF BOARDS I^U ASSEMBLIES) tracks with I/2 in. long Type 5-12 steel screws on both 5ide5 of 5tud5 or by welded or bolted connections designed in accordance with the FIRE RETARDANT TREATED FIBERGLASS FINISH ON BOTH SIDES GARAGE PAGE 22 (AREA SEPARATION WALL 2020 NY5BG 5EGTION 106.5 AND EDGE5 5Y5TT=M5) a UNEXGAVAT7=D TYPICAL A151 5pecificotion5. Top and bottom tracks Shall con5i5t of steel member5, min No. 20 M56 (0.03261 in., min bare metal thickne55) Steel or min 5HEATHIN6 To EXTEND 4'-0" ON EXCEPTION #3 - GARAGE 5LAB TE5T#UL DE5 U341 O T m No. 20 656 (0.036 in. thick) poly steel or No. 20 M56 (0.033 in. thick) primed Steel, that provide a Sound Structural connection between BOTH 51DE5 OF 2 HOUR FIRE F-+-1 BUILDINGS EQUIPPED W/NEPA 13 OR '4'P.G.5LAB(MIN.3500 P51 GONG) W Y Steel Studs, and to adjacent assemblies Such as a floor, Geilin , and/or other walls. Attached to floor and ceiling a55emblie5 with Steel RATED RE515TANGE WALL ACOUSTICAL PERFORMANCE = STG 60 J g g A55EMBLY AND OFFSET WALL ° a TEST#RAL-TL-88-350 NEPA I3R SPRINKLER: a I REINFORCED WITH bxb,lolio HAM. W w fa5tener5 Spaced not greater than 24 in. O.G. 5tud5 cro55-braced with stud framing at midheight where nece55ary for clip attachment. Min 4'-0" MIN. 4'-0" MIN. FIRE RETARDANT TREATED SHEATHING (1)#4 HORIZ.REBAR I ° TAMP d FILL 7E 5LA DENslrr n between Steel framing and area 5e arotion wall. Finish rating ha5 not been evaluated for Steel 5tud5. AT 2 HOUR FIRE RATED RE515TANOE ° 'SLOPE 5 r5AR 5LAB DOWN 2' BASED ON 2x4 FRAME WITH MIN. 3" z � 0 0 3/4 in. 5eparatlo b g p g T°WARVS 6ARAc�E°°°R 4B Steel Studs -- AS an alternate to Items 4 and 4A, for use in Configuration B only, Shown) -- For Nonbearing Wall Rating Channel WALL A55EMBLY END 8" WIDE x FULL MINERAL WOOL BATT 2 EACH 510E E a g y g g - 2 HR FIRE RESISTANCE HEIGHT OF 2 HOUR FIRE RATED ''II � ° II II SECTION 1206.3 of OOR/ EILIN6 WALLS, W `- Shaped, fabricated from min 2.5 M56 corrosion-protected 5tee1, min 3-1/2 in. wide, min 1-1/4 in. flanges and 1/4 in. return, Spaced a max of 24 RE515TANGE WALL A55EMBLY 4l� Q. PARTITIONS AND RATIN GPHEL in. OG. 5tud5 to be cut 3/8 t0 3/4 in. 1e55 than a55embly height. Top and bottom tracks 5ha11 be channel Shaped, fabricated from min 25 M56 RATED WALL ASSEMBLY DETAIL 2 ° _ _ _ Y FROM EACH OTHER OR FROM PUBILIG OR 5 ❑ corrosion-protected Steel, min width to accommodate Stud Size, with min I in. long legs, attached to floor and ceiling with fa5tener5 24 in. OG FW2 a ° - 5ERVIGE AREA5 5HALL HAVE A 5TG OF 50 w max. 5tud5 Gro55-braced with Stud framing at midheight where nece55ary for clip attachment. Min 3/4 in. separation between Steel framing and N.T.S. OFF-SET EXTERIOR WALLS 4 OR MORE. J _J U area Separation wall. Finish rating has not bees evaluated for Steel 5tud5. (1)#4 HORIZ.REBAR 0 MID 5. 6 Sum Board -- Glo%ified or Uncla55ified -- Min 1/2 in. thick, 4 ft wide, applied either horizontal) or vertically. 5um board attached to 2 HOUR FIRE RATED HEIGHT of WALL STORY ° o a ° PR01l1 DSD STG=60 Z w yp pp y y p TYPICAL FRAME WALL RE515TANGE WALL A55EMBLY � m ANCHOR BOLTS(14" I 5tud5 with 1-1/4 in. long Steel drywall nails Spaced 8 in. OG. Vertical •joints located over 5tud5. (Optional) Joints covered with paper tape and LONG + 3" HOOK,8" MIN joint compound. Nail heads covered with joint compound. SHOWN HATCHED ° EMBEDMENT) OR ADHESIVE Z 0 a J NOTE: UL #336 EXCEEDS CURRENT FIRE CODE CD o o � 6, Attachment GIip5 -- Aluminum angle, 0.063 in. thick, 2 in. wide with 2 in. and 2-I/4 in. legs. GIip5 Secured with Type 5 Screws 3/S in. long to UNIT UNIT 12" FOUNDATION WALL ON 24"x12" ° HA51H-lER PL®324 O/G. STANDARDS AND REDUCES SOUND TRANSFER W ,��Fi ARCy "H" 5tud5 and with Type W Screws 1-1/4 in. long to wood framing through holes provided 1n clip. UNRATED WINDOWS P.G. FOOTING BETWEEN UNITS v g��o6 RT Ck4,, O 6A. Clip placement (Item 6) for separation wails up to 23 ft high. Space GIip5 a max of 10 ft OG vertically between wood framing and "H" AND DOORS _ Studs. ° .4° Q ��' q ��.� 66. Clip placement (Item 6) for Separation wa115 up to 44 ft high. Space GIip5 a5 de5cribed in Item 6A for upper 24 ft. Remaining wall area _ _ W x 5 ft OG vertical) between wood framing and "H" 5tud5. L� - W below requires GIip5 Spaced a ma y g ° . ration walls u to 66 ft high: 5 ace Gl i 5 as described in Item 6A for upper 24 ft. 5 ace cls s a5 HORIZONTAL #4 Fr v' 6G. Clip placement (Item 6) for 5epa p g p p pp p p described in item 66 for next 20 ft. below the upper 24 ft. Remaining wall area below requires GIip5 spaced a max of 40 in. OG verticallyoa3a�o y4 �41 between wood framin and "I I" Studs. UNRATED SIDING (TVP)g aOF N� .. ° -:. . . ..... -- I w0 nominal 2 b 4 1n. Stud or nominal 2 b 6 1n. Stud Walled together with two 31n. long �- 1. Non-Bearing Wall Partition Intersection (Optional) T y y g g 4'-0" MIN. 4'-0" MIN. ° ` IOd nails 5 aced a max. I6 in. OG. vertical) and fastened to one Side of the minimum 2 by 4 in. Stud with 3 in. long IOd nai15 Spaced a max 16 2020 NYSBG SECTION lOb.S EXCEPTION #3 UNITS 3 7 u NUMBER p y 13UILDINC75 EQUIPPED W/ NFPA 13 OR NFPA 13 59RINKLER: 2020 NY56G 5EGTION 106.5 EXCEPTION #2 in. OG. vertically. Intersection between partition wood 5tud5 to be flush with the 2 b 4 in. 5tud5. The wall partition wood 5tud5 are to be 2 HR FIRE RESISTANCE 016023 y p FIRE RETARDANT TREATED SHEATHING AT 2 HOUR FIRE RATED UNSPRINKLERED BUILDINGS: framed with a Second 2 by 4 in. wood Stud fastened with 3 in. long IOd nails Spaced a max. 16 in. OG. vertically. Maximum one non-bearing wall RE515TANGE WALL A55EMBLY END S" WIDE x FULL HEIGHT OF FIREWALL FIRE RETARDANT TREATED SHEATHING TO EXTEND 4'-0" QQ partition intersection per 5tud cavity. Non-bearing wall partition Stud depth Shall be at a minimum equal to the depth of the wall. ON BOTH SIDES OF 2 HOUR FIRE RATED RESISTANCE RATED WALL ASSEMBLY DETAIL 5 (MODEL B- 2) lX Q SHEET NUMBER p p y g 2 HR FIRE RESISTANCE WALL A55EMBLY = Bearing the UL GIa55ificotion Mark N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOCATIONS Fw2 3 8 (MODEL B- 2 ) z RATED WALL ASSEMBLY DETAIL 3 USG AREA SEPARATION WALL SYSTEM UL# U336; U) FW� Last Updated on 2010-10-2-i N.T.S. AT FLUSH GONDITION F 0 TEST #RAL-TL-88-3 50; STC = 60 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED