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HomeMy WebLinkAbout46734-Z �osuFFot cam' Town of Southold 9/17/2022 a P.O.Box 1179 CM 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43414 Date: 9/17/2022 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 7 Farmstead Ct Unit 55, Cutchogue SCTM#: 473889 Sec/Block/Lot: 102.1-2-29 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/13/2021 pursuant to which Building Permit No. 46734 dated 8/25/2021 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single family dwelling with unfinished basement, covered porch, screened porch and attached garage as applied for. Unit#55 The certificate is issued to Rimor Development LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0109 7/6/2022 ELECTRICAL CERTIFICATE NO. 46734 8/30/2022 PLUMBERS CERTIFICATION DATED 8/26/2022 All Suf lk P umbing Contypictors Inc A ri e Signature F04 TOWN OF SOUTHOLD oy� BUILDING DEPARTMENT ca TOWN CLERK'S OFFICE �y • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 46734 Date: 8/25/2021 Permission is hereby granted to: Rimor Development LLC 1721-D North Ocean Ave Medford, NY 11763 To: construct dwelling unit as applied for per Planning & SCHD approvals. (Unit#55, B-1 model) At premises located at: 7 Farmstead Ct Unit 55, Cutchogue SCTM #473889 Sec/Block/Lot# 102.1-2-29 Pursuant to application dated 8/13/2021 and approved'by the Building Inspector. To expire on 2/24/2023. Fees: I SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,704.80 CO-NEW DWELLING $50.00 Total: $1,754.80 Bui din ctor ho��oF so�ryQl 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 sean.devlin(c-D-town.southold.ny.us Southold,NY 11971-0959 Q IyCOUNi`I BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Rimor Development LLC Address: 7 Farmstead Ct unit 55 city:Cutchogue st: NY zip: 11935 Building Permit#: - 46734 section: 102.1-Block: 2 Lot: 29 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 23 Bath Exhaust Fan 3 Service 3 ph Hot Water Gas GFCI Recpt 6 Wall Fixtures 5 Smoke Detectors 1 Main Panel 150A A/C Condenser 1 Single Recpt Recessed Fixtures 31 Heat Detectors 1 Sub Panel A/C Blower 1 Range Recpt Gas Ceiling Fan Combo Smoke/CO Transformer UC Lights Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect 2 Switches 35 4'LED Exit Fixtures 11 Pump Other Equipment: septic disco, Fridge, Oven, DW, Micro/ Hood, W/D, 150A Panel 30 Circuit/25 Used Notes: New One Story Inspector Signature: Date: August 30, 2022 S.Devlin-Cert Electrical Compliance Form sour,�olr� Town Hall Annex y Telephone(631)765-1802 54375 Main Road Pax(631)765-9502 Cn P.O.Box 1179 C::; t�C Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: 'D�P, c d C Building Permit No. Owner: �NM1 Q a �QA� Q•�.?�� L L C (Please print Plumber: A n su4c) I J� I�� �,n qq- ��n AVS) �C (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (Plumbers Signature) Sworn to before me this day of 0 20 1 Notary Public, l� County o�cia y Public;,St7te Of 32'Pd'i�; Reg.N 0IFiS3683'- Qu.,jgjau in Suffolk County Commission c J ��oylFFacKco TOWN OF SOUTHOLD—BUILDING DEPARTMENT G�•u i Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 g 4 Telephone (631) 765-1802 Fax(631) 765-9502 httus://www.soutlioldtownny.,gov Fof Office Use Only r'1 � a� R, —i --- PERMIT NO. `���`� Building Inspector: t~A L� ( (J \/ A UG 1 3 2021 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 Authorization form(Page 2)shall be completed. DUMDrNT�r`BF.P'T. _ TOWN, Cms()�,TT,'O APPLICATION OR-BUILDING PERMIT Date: OWNER(S)OF PROPERTY:. Name: Rimor Development Tax Map#:SCTM#1000- 102.01 - 02- Physical 2-Physical Address: 0411 At Phone#: 631-678-2667 Email: teamalia65@gmail.c Mailing Address: CONTACT PERSON: Name:Henry Alia Mailing Address: PO Box 908 Cutchogue, NY 11935 Phone#: 631-678-2667 Email: teamalia65@gmail.com DESIGN PROFESSIONAL INFORMATION: Name:GRCH Architecture Mailing Address: ' 3750 Express Dr. South Islandia, NY 11749 Phone#: 631-864-3395 Email: CONTRACTOR INFORMATION: " Name:Rimor Development Mailing Address: PO Box 908 Cutchogue, NY 11935 Phone#: 631-678-2667 Email: teamalia65@gmail.com DESCRIPTION OF PROPOSED CONSTRUCTION 2New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $240,000.00 Will the lot be re-graded? 2Yes ❑No Will excess fill be removed from premises? ❑Yes 2No PROPERTY INFORMATION Existing use of property: Intended use of property: Condo-resitdential Date of Purchase: Name of Former Owner: i Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? 2Yes ❑No IF YES, PROVIDE A COPY. on file with bual�ing 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 ins ectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Sec) 10. of the New York State Penal Law. Application Submitted By(print name . He ry Alia 2Authorized A ent ❑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 day of EllE 7 RY IcEtONELIC,STATE OF NEW YORKPROPERTY OWNER AUTHOion No. 01PI6399309(Where the applicant is not thd in S>,fioll n'�11t5��023n E�;pires March (�4, - 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 Uf� # # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION . [ FOUNDATION 1ST [. ] ROUGH PLBG. [J. FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ]' FIREPLACE-Z'-CHIMNEY [ ) FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ]y-FIREAESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] 'PRE C/O REMARKS: . - old �v��m L�� L DATE INSPECTOR laE 50UTyo - # # TOWN OF SOUTHOLD BUILDING DEPT. �`yrourm 765-1802 INSPECTION . [ VOUNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] 'FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION - FIRE NSPECTION - FIRE RESISTANT CONSTRUCTION - [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL-(ROUGH) [ ] ELECTRICAL (FINAL) : [ ] CODE VIOLATION [ ] PRE C/O REMARKS: p -DATE �� 2) INSPECTOR Of SOUK,°� # # TOWN OF SOUTHOLD BUILDING DEPT. �� °`y�ou►m ' 765-1802 INSPECTION [ ] FOUNDATION 1ST ROUGH PLBG. ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: jgl -� DATE ��Z� INSPECTOR pE SOUlyO � YJ � �7 # # TOWN OF SOUTHOLD-BUILDING, DEPT. 4 765-1802 �ouam, 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: DATE INSPECTOR OF 50 l U1 � 139 7 ��1.1 S d C- # f TOWN OF SOUTHOLD BUILDING DEPT. courm, 631-765-1802 INSPECTION . [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] -FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE-SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE INSPECTOR SOF SOUTyO i IT, # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm,��'a� 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL - [ ] FIREPLACE.& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL MARKS: l� � 'taw- S/ Got _9A CO 1 DATE g INSPECTOR 3iome Energy Rating Certificate Property rs9 ERS 7 Farmstead Ct A - =Rating Type: Confirmed Certified Energy Rater: Michael Fauci Harvest Pointe J ating Date: 2022-08-25 Rating Number: 7 Farmstead Ct ;9 rNv egistry ID: 217810036 Cutchogue, NY 1' 33 � © I Estimated Annual Energy Cost Percent HERS Index: 55 Efficient Home Comparison: 45% Better Use MMBtu Heating 53.7 Cost Cost$112 8% General information Cooling 0.7 $37 3% Conditioned Area 3214 sq. ft. House Type Townhouse, end unit Hot Water 10.3 $11 1% Conditioned Volume 30910 cubic ft. Foundation Conditioned basement Lights/Appliances 21.7 $1078 79% Bedrooms 2 Photovoltaics -0.0 $-0 -0% Service Charges $120 9% Mechanical Systems Features Total 86.4 $1358 100% Water Heating: Conventional, Natural gas, 0.70 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: 148 cfm, 30.0 watts. 2018 IECC UA Compliance Programmable Thermostat Heat=Yes; Cool=Yes 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 i ow Type U-Value: 0.320, SHGC: 0.300 Above Grade Walls R-21.0 Infiltrat n Rate 1376 CFM50 (2.67 ACH50) Foundation Walls R-13.0 Method Blower door Michael Fauci 1,376 CFM x 60 Min/Hr=82,560 / 30,914fl =2.67 AC 50 P Energy Testing Services 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 Electric 631-244-2627 Ext. 105 Refrigerator(kWh/yr) 568 Clothes Dryer CEF 3.94 Dishwasher(kWh/yr) 270 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. r1 X, IECUVIE S� D SEP Energy Testing Services BUILDINGDEW2 Combustion Safety Testing Form TOWN OF SO Ti'HOLD Certified Home Address: 7 Farmstead Ct 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: 2022-08-29 Outdoors Temp During Test: 80 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 Q Boiler II Heat Pump Q Other❑ Efficiency r FuelTvpe z VenlinQ Type a Drat Sp i- ilaze Sin llaQe CO CO Circle Type) Pascal (Worst Case (Natural) (Worst Case atural Rating:95.0 NZPQOEIED NQN0M❑S_Z N/A Pa. Pass El Fail❑_ PassZ✓Fail❑ N/APPM NSA PPM Water Heater Primarv: Yes ❑✓ Type: Standard Tank ✓[Indirect Tankless ❑ Size: 75.0 Style Common VentEl No Instantaneous OCommercial (See Note 5below) (Gallons) 4 Stand Alone Q✓ s z Venting Type 3 Drat Spillage Spillage(Natural) CO CO. Efficiency Fuel Type (Circle Type) (Pascal) (Worse Case) (Worse Case) (Natural) EF: 0.70 N❑✓ P❑O[EL] 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 Z No[ Oven CO 1 PPM Ambient CO(During Oven CO Testing) o 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. a Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE: If Water Heater Type is"Commercial'and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial'and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Michael Fauci Rater Number: 8619824 Rater Signature: Date: 2022-08-29 Lt NY-ECCC 2020 Certificate 7 Farmstead Ct, Cutchogue, NY 11935 Building Envelope Insulation Ceiling R-37.7 - -- Above Grade Walls R-21.0 Foundation Walls R-13.0 Exposed Floor NA Slab R-0.0 Edge, R-0.0 Under Infiltration Htg: 1376 Clg: 1376 CFM50 Duct NA Total Duct Leakage 25.00 CFM @ 25 Pascals Window Data _ U-Factor SHGC Window 0.320 0.300 Miechancal Equipment--�------�_...___.__.__..._____._.-.____..__1 �---- ---- - l------ -- t --f HEAT: Fuel-fired air distribution, Natural gas, 95.0 AFUE. COOL: Air conditioner, Electric, 16.0 SEER. DHW: Conventional, Natural gas, 0.70 EF, 75.0 Gal. HERS Index: 55 r Builder or Design Professional Signature REM/Rate Residential Energy Analysis and Rating Software v16.0.6 D 1EVE a S E P 1 2022 -BumDp,DEFT. TOWN OF SOUTHOLD Manual S Compliance Report lob: wrightsoft Date: Aug 17,2022 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 • e-,Ct Information For: Unit 55-7 Farmstead Ct. Cutchogue, NY 11935 -000lihg Equipment Design Conditions Outdoor design DB: 83.0°F Sensible gain: 14365 Btuh Entering coil DB: 75.7°F Outdoor design WB: 71.0°F Latent gain: 2523 Btuh Entering coil WB: 63.3oF Indoor design DB: 75.0°F Total gain: 16888 Btuh Indoor RH: 50% Estimated airflow: 700 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Generic Model: SEER 16 Actual airflow: 700 cfm Sensible capacity: 14700 Btuh 102% of load Latent capacity: 6300 Btuh 250% of load Total capacity: 21000 Btuh 124% of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 10.0°F Heat loss: 29798 Btuh Entering coil DB: 63.3°F Indoor design DB: 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas furnace Manufacturer: Generic Model: AFUE 92 Actual airflow: 700 cfm Output capacity: 36800 Btuh 123% of load Temp. rise: 0 °F DD SEP 1 2022 Meets all requirements of ACCA Manual S. BUILDING DEPT. TOWN OF SOUTHOLD -�-wrightsoft" 2022-Aug-17 14:37:57 g)Universal 2018 16.0.32 RSU20066 Page 1 ACM...mor Model Bt MAN JSD\Rimor Model B1 MAN JSD.rup calc=MJB Front Door faces: w 1� Residential Plans ExaminerReview Form Form ACCP® — _ RPER 1 • • •� • • • 15 Mar 09 Pt'C�migCatabsdlvrdp Header Information Contractor: Energy Testing Services LLC REQUIRED ATTACHMENTS ATTACHED Manual J1 Form(and supporting worksheets): Yes 0 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 E Home address(Streetor Lot#,Block,Subdivision): Model B1 (Inkberry), Entire House HVAC • ■ CALCULATION (IRC M1401.3) Desiqn 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: 29798 Btuh Number of bedrooms: 2 Conditioned floor area: 3318 ft' Summer Design Conditions Number of occupants: 3 Outdoor temperature: 83 'F Indoor temperature: 75 °F Windows Roor Grains difference: 30 gr/Ib @50% RH Eave overhang depth: 10.0 ft Sensible heat gain: 16324 Btuh Internal shade: none Latent heat gain: 2867 Btuh Blinds,drapes,etc. E.V. Depth Window Total heat gain: 19190 Btuh Number of skylights: 0 EQUIPMENTHVAC • ,1 Heating Equipment Data Cooling Equipment Data Blower Data Equipment type: Gas furnace Equipment type: Split AC Heating cfm: 700 umace,Heat pump,Boiler,etc. Air conditioner,Heat pump,etc. Cooling cfm: 700 Model: Generic Model: Generic Static pressure: 0.60 in H2O AFUE 92 SEER 16+ Fan's rated external static pressure for Heating output capacity: 36800 Btuh Total cooling capacity: 0 Btuh design airflow, 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 DISTRIBUTIONSYSTEM DESIGN ORC M1601.1) Design airflow: 700 cfm Longest supply duct: 200 ft Duct Materials Used Equipment design ESP: 0.60 in H2O Longest return duct: 171 ft Trunk duct: Sheet metal Total device pressure losses: -0,6 in H2O Total effective length(TEL): 371 ft Available static pressure(ASP): 0.01 in H2O Friction rate: 0.003 in/100ft Branch duct: Round flex metal Friction Rate=ASP-'(TELx 100) declare,the load -. equipment - - c duct,design wereg. performed based on the building plan listed above.. I understand the claims made on these forms will'be subject to review and verification. Contractor's printed name: Contractor's signature: Date: Reserved for County,Town Municipality arAuthority having jurisdiction use. *Home qualifies for MJ1AE Form based on Abridged Edition Checklist - wrightsaftm Right-Suite®Universal 2018 18.0.32 RSU20056 Load Short Form Job: -�+ wrightsoft, Date: Aug 17,2022 Entire (louse 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 55-7 Farmstead Ct. Cutchogue, NY 11935 D- • • • Htg Clg Infiltration Outside db(°F) 10 83 Method Blower door Inside db (°F) 68 75 Shielding/stories 3(partial) / 1 Design TD (°F) 58 8 Pressure/AVF 50 Pa/983 cfm Daily range - M Inside humidity (%) 50 50 Moisture difference(gr/Ib) 44 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16 AHRI ref Coil AHRI ref Efficiency 92AFUE Efficiency 12.8 EER, 16 SEER Heating input 40000 Btuh Sensible cooling 14700 Btuh Heating output 36800 Btuh Latent cooling 6300 Btuh Temperature rise 48 °F Total cooling 21000 Btuh Actual air flow 700 cfm Actual air flow 700 cfm Air flow factor 0.027 cfm/Btuh Air flow factor 0.050 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.85 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Bed 2 205 1594 1311 43 66 Bath 2 47 0 0 0 0 Laundry 46 310 524 8 26 Lav 27 287 31 8 2 Stair 2 43 307 51 8 3 M bath 109 1805 538 48 27 M bed 417 5429 2576 " 145 130 CL 10 0 0 0 0 Foyer 75 1020 323 27 16 Mud 44 436 140 12 7 Kitchen 145 219 1676 6 85 Breakfast 95 1585 1833 42 92 Living 216 4332 2478 115 125 Great room 180 1897 1614 51 81 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -�- wrightsoft" 2022-Aug-1714:37:57 Right-Suite®Universal 2018 18.0.32 RSU20066 Pagel ACCA...mor Model B1 MANrJSD\Rimor Model B1 MAN JSD.rup Calc=MJ8 Front Door faces: W Stair 0 43 246 12 7 1 Bsmnt 1616 6787 768 181 39 Entire House 3318 26254 13876 700 700 Other equip loads 3544 489 Equip. @ 0.88 RSM 12641 Latent cooling 2523 TOTALS 3318 29798 15164 700 700 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - wrightsoft- 2022-Aug-1714:37:57 .-0-. 1w.1—,,m,, Right-Suite®Universal 2018 18,0.32 RSU20066 Page 2 /�iC�...mor Model 131 MAN JSD1Rimor Model B1 MAN JSD.rup Calc=MJB Front Door faces: W a Pro ect Summar Job: -�- wrightsoft y Date: Aug 17,2022 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 55-7 Farmstead Ct. Cutchogue, NY 11935 N otes: i Design Information Weather: Suffolk Co.Ap, East Quogue(Islip Dd), NY, US i Winter Design Conditions Summer Design Conditions Outside db 10 °F Outside db 83 °F Inside db 68 °F Inside db 75 °F Design TD 58 °F Design TD 8 °F Daily range M Relative humidity 50 % Moisture difference 30 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 26254 Btuh Structure 13876 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(56 cfm) 3544 Btuh Central vent (56 cfm) 489 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 29798 Btuh Use manufacturer's data. n Rate/swing multiplier 0.88 Infiltration Equipment sensible load 12641 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial) / 1 Pressure/AVF 50 Pa/983 cfm Structure 1376 Btuh Ducts 0 Btuh Central vent(56 cfm) 1147 Btuh Heating Cooling Outside air Area(ftZ) 3318 3318 Equipment latent load 2523 Btuh Volume(ft') 19660 19660 Air changes/hour 0.25 0.11 Equipment Total Load (Sen+Lat) 15164 Btuh Equiv.AVF(cfm) 83 38 Req. total capacity at 0.70 SHR 1.5 ton i 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 12:8 EER, 16 SEER Heating input 40000 Btuh Sensible cooling 14700 Btuh Heating output 36800 Btuh Latent cooling 6300 Btuh Temperature rise 48 'F Total cooling 21000 Btuh Actual air flow 700 cfm Actual air flow 700 cfm Air flow factor 0.027 cfm/Btuh Air flow factor 0.050 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.85 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrghtsoft°C 2022-Aug-17 14:37:57 a�••• •,,•....—.m.., Right-Suite®Universal 2018 18.0.32 RSU20066 Page 1 �CA...mor Model Bi MAN JSD\Rimor Model B1 MAN JSD.rup Calc=MJ8 Front Door faces: W q N Level 2 &150 cfm 111 dm &79 cfm Living Breakfast . Bed 2 adiab 9\98 cfm Great room Kitchen 'I7 3 cfm 1,101 cfm Bath 2 k33 cfm Mud Foyer �1 fn aundry CL32 cf 9 cfm Broan Exhaust Stair 2 Fan Model L150 K10 d rr 56 CFM Energy Star Continous User Timer M bath &58 cfm Garage TR-174 dm M bed i Job#: Energy Testing Services LLC Scale: 1 : 97 Performed by Energy Testing Services... Page 1 Unit 55-7 Farmstead Ct. 1648-A Locust Ave Right-Suite®Universal 2018 Bohemia,NY 11716 18.0.32 RSU20066 Cutchogue,NY 11935 Phone:631-244-2627 2022-Aug-17 14:38:09 r.b.delfino@energytestingservices.com N JSD\Rimor Model 131 MAN JSD.... N i Level 1 10x16 14 217cfm ------------------- 1 225 cf adiaba 0 14 26® 261,I Bsmnt 26x16 Makeup air 56 CFM Skutlle Model 2161 12 x 1.6 S tail r 0 t4 8 cfm 1 Job #: Energy Testing Services LLC Scale: 1 : 97 Performed by Energy Testing Services... Page 2 Unit 55-7 Farmstead Ct. 1648-A Locust Ave Right-Suite®Universal 2018 Bohemia,NY 11716 18.0.32 RSU20066 Cutchogue,NY 11935 Phone:631-244-2627 2022-Aug-17 14:38:09 r.b.delfino@energytestingservices.com •••N JSD1Rimor Model B1 MAN JSD.... Duct System Summary Job: wri htsofo Date: Aug 17,2022 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 55-7 Farmstead Ct. Cutchogue, NY 11935 Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.59 in H2O 0.59 in H2O Available static pressure 0.01 in H2O .0.01 in H2O Supply/return available pressure 0.005/0.005 in H2O 0.005/0.005 in H2O Lowest friction rate 0.003 in/100ft 0.003 in/100ft Actual air flow 700 cfm 700 cfm Total effective length (TEL) 371 ft SupplyBranch Detail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Mad Ln (ft) Ln (ft) Trunk Bed 2 c 1311 51 79 0.003 8.0 OX 0 MtFx 42.3 140.0 st2 Breakfast c 1833 51 111 0.003 10.0 OX 0 MtFx 34.0 160.0 st2A Bsmnt h 6787 217 46 0.003 14.0 OX 0 MtFx 32.0 130.0 st2 Foyer h 1020 33 20 0.003 5.0 OX 0 MtFx 9.3 165.0 st2 Great room c 1614 61 98 0.003 9.0 OX 0 MtFx 17.5 150.0 st2 Kitchen c 1676 7 101 0.003 9.0 OX 0 MtFx 17.3 160.0 st2 Laundry c 524 10 32 0.003 5.0 OX 0 MtFx 25.0 175.0 st1 Lav h 287 9 2 0.003 4.0 OX 0 MtFx 15.0 165.0 st1 Living c 2478 139 150 0.003 10.0 Ox 0 MtFx 30.5 150.0 st2A M bath h 1805 58 33 0.003 7.0 OX 0 MtFx 21.3 140.0 st1 M bed h 5429 174 156 0.003 12.0 OX 0 MtFx 30.3 130.0 SO Mud h 436 14 9 0.003 4.0 Ox 0 MtFx 18.8 175.0 st2 Stair o h 246 8 1 0.003 4.0 OX 0 MtFx 15.0 150.0 SO Stair 2 h 307 10 3 0.003 4.0 OX 0 MtFx 11.5 160.0 st1 Supply • Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st2A Peak AVF 189 261 0.003 235 17.1 16 x 10 ShtMetl st2 st2 Peak AVF 572 614 0.003 213 23.6 16 x 26 ShtMetl st1 Peak AVF 268 226 0.003 201 17.4 16 x 12 ShtMetl Bold/italic values have been manually overridden -P�l wrightsoftO 2022-Aug-1714:37:57 �� .w.•, ..u.n,...,cn,.p� Right-Suite®Universal 2018 18.0.32 RSU20066 Page 1 RCCA...mor Model 81 MAN JSD\Rimor Model 81 MAN JSD.rup Calc=MJ8 Front Door faces: W s BranchReturn Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft), FR (fpm) (in) (in) Opening(in) Mad Trunk rb2 Ox 0 615 793 170.5 0.003 215 26.0 Ox 0 MtFx rt1 rb3 Oxo 225 47 138.3 0.003 210 14.0 Ox 0 MtFx rt1A Return Trunk Detail-Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt1A Peak AVF 225 47 0.003 210 14.0 0 x 0 ShtMetl rt1 rt1 Peak AVF 840 840 0.003 228 26.0 0 x 0 ShtMetl Wrightsoft" . . 2022-Aug-1714:37:57 Right-Suite®Universal 2018 18032 RSU20066 ti �wo•, Page 2 ��...mor Model B1 MAN JSD\Rimor Model Bi MAN JSD.rup Calc=MJ8 Front Door faces: W GRCH ARCHITECTURE PC i 3750 EXPRESS DRIVE SOUTH SUITE 202 ISLANDIA, NY 11749 W W W.GRCHARCHITECTURE.COM 631)864-3395 November 14, 2018 Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold NY 11971 Attn. Ms.Amanda Nunemaker Plans Examiner Re: Harvest Pointe at Cutchogue Dear Ms. Nunemaker, The following two insul tion products noted below have been selected for their flame/smoke spread properties to meet the requirements of the New Y rk State Residential Code for both spray foam and draped blanket insulation exposed in basement condition. Spray Foam Insulation at Rim Joist: Sill Plates Headers and Rim Joist (Residential Code Section R316.5.11 Maximurn thickness 3 %" (provided i3") 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 Wal 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 o exceed 45 . Provided/ Installed. Ecotouch FlaME Spread 25 Fiberglass Insulation: (see product cut sheet) Provides a flame spread Index of less than 25 and smoke-development Index less than 50 in accordance with ASTM espectfuJly submi ed, ARc ��5 CaSRT Cyd f�C 2 Glen Cherve y IA, LEED AP Principal 023sAo O� OF NE�y MECHANICAL CORPORATION HEATING AND AIR CONDITIONING March 11, 2019 Michael J. Verity Town of Southhold Building Department Town Hall Annex Building 54375 Route 25 Southhold, NY 11971 Tel: (631) 765-1802 Fax: (631) 765-9502 Subject: Harvest Point Residential Units Dear Mr. Verity Please be advised that the basements of all the residential units at the above referenced project have been included in our Manual J load calculations. Best regards,. Louis DeSantis President s 20 Feldland Street, Bohemia, NY 11716• (631) 563-1298 • Fax: (631) 563-2954 GRCH ARCHITECTURE PC . 3750 EXPRESS DRIVE SOUTH _ SUITE 202 ISLANWA, NY 11749 WWW.GRCHARCHITECTURE.COM (631)864-3395 May 01, 2022 Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold, NY 11971 Att: Mr. Michael Verity Chief Building Inspector Re: Harvest Pointe at Cutchogue Screened in Rear Covered Porch Unit#55—Permit#46734 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. qGlenerveny, ubmitted, �ERED Ah'C \5��6ERT% y x C AIA, LEED AP (P '9 02381 Q TFOF NE�y GRCH ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH SUITE 202 1 IsLANDIA. NY 11749 WWW.GRCHARCHITECTURE.COM (631)864-3395 May 01, 2022 Town of Southold Building Department 53095 Main Rd P.O. Box 1179 Southold, NY 11971 Attn. Michael Verity Chief Building Inspector Re: Harvest Pointe at Cutchogue Basement Code Conformance Unit#55—Permit#46734 Dear Inspector Verity: Please be advised that the basements of the above referenced units constructed on site meet the requirements for conditioned space as defined in the 2020 Energy Conservation Construction Code of New York State, R402.2.9 Basement walls. Walls associated with conditioned basements shall be insulated from the top of the basement wall down to 10 feet(3048 mm) below grade or to the basement floor, whichever is less. Res ectfully s bmitted, D ARC \5 �CgERT CAIS 2� vent', AIA, LEED AP Princi I Nj, '9 X23813 0 OF NE`Ny GRCH /ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH _ SUITE 202 ISLANDIA, NY 11749. W W WARCHARCHITECTURE:GOM (631)864-3395 May 5,2022 Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold NY 11971 Attn. Michael Verity Chief Building Inspector and John J.Jarski Senior Building Inspector Re: Harvest Pointe, Cutchogue NY 11935 Unit 55 7 Farmstead Ct. Permit NO.46734 Insulation A visual site inspection was performed on May 5th,2022 to unit 55 to confirm batt insulation installed in walls and vaulted ceilings is in conformance with approved architectural documents.The wall insulation as installed is approved. Respectfully submitted, ED ��\� 6ER�py�c�`���CIA Gle herveny, AIA,LEED AP Pri ipal '9 0238A1 T�OF NE�y SCOTT A. RUSSELL . ff MICHAEL M. COLLINS, P.E. SUPERVISORTOWN ENGINEER TOWN HALL - 53095 MAIN ROAD TOWN OF SOUTHOLD,NEW YORK 11971 Tel. (631)-765-1560 Q ° ;e Fax. (631)-765—9015 &I C11Ar.L.ComINS aWN,S0 LqT-101,QNY: Is OFFICE OF THE ENGINEER TOWN OF SOUTHOLD Brian Cummings June 3, 2022 Planner Southold Town Planning Department 54375 Main Road Southold, New York 11971 Re: Harvest Pointe—Units 47-58 & 103-104 Chapter 236 Inspection Dear Mr. Cummings: I have inspected Harvest Pointe and determined that the developer has achieved final stabilization for the front lawn areas of units 47-58& 103-104. The rear areas and some side areas have not achieved final stabilization but have been seeded and should be fully stabilized within two weeks. Additionally, the driveways of these units have not yet been paved but the base material has been placed and thoroughly compacted. Due to the location of the units, any stormwater runoff from areas that have not yet achieved final stabilization will not migrate off site. Therefore,the Engineering Department has no objection to Certificates of Occupancy being issued for these fourteen (14) units at this time. If you have any questions concerning this review please do not hesitate to contact my office at (631) 765-1560. Sincerely, Michael M. Collins, P.E. Town Engineer cc: Michael Verity, Chief Building Inspector OFFICE LOCATION: - MAILING ADDRESS: Town Hall Annex _ P.O.Box 1179 54375 State Route 25 .' o �0Southold,NY 11971 41 (cor.Main Rd.&Youngs Ave.) Telephone: Telephone:681 765-1938 Southold,NY www.s6utholdtowrmy.gov t. . PLANNING BOARD OFFICE TOWN OF SOUTHOLD June 7, 2022 Mr. Henry Alia Rimor Development LLC P.O. Box 908 Cutchogue, NY 11935 Re: Site Plan Inspection, Certificates of Occupancy Units 47—68, 103 & 104 The Heritage @ Cutchogue aka Harvest Pointe 75 Schoolhouse Rd., corner of Schoolhouse Rd. & Griffing St., Cutchogue .Dear Mr. Alia: The Planning Board has found that the requirements for Units#47—58, 103 and 104 of the above-referenced Residential Site Plan have been completed based on the site inspection made on May 31, 2022. These units and the supporting infrastructure on site are now in general conformance with the approved site plan dated September 26, 2017 and the Planning Board supports the issuance of a Certificate of Occupancy for these fourteen (14) units. Please note that there are many ongoing conditions of the site plan approval, with the most relevant to the occupancy of the residential units being no parking of vehicles, equipment, or dumpsters and no staging of materials on the internal streets being used by residents. These conditions will continue to be enforced. This letter does not condone any changes from the approved site plan and approvals from other agencies. Please call the Planning.Department with any questions. Respectfully, Donald J. Wilcenski Chairman cc: Michael Verity, Chief Building Inspector Michael Collins, Town Engineer �'��IL�- � 5� `1�r� 3 `j .� F T r, �, � �. � � ' ; � � .; � �._�__ . � ; f . �; � , , , �_► ,► . .. , r .� �. �, l .. _. i .,`� s. 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'�r'A 10�U�.'FC Y` r H N AA At s ,n 1 ns. x X.Yt., I.f1C+. krl'. .. .� !h�a,.•.._.- d4. t� -n y t r i r jot 40 I i I f ' a ^x' a W y.v k 4 • r > •.. s w !" 4r 1 t sus �. •;+ "`" 'mss � `w -lW-' �; ,ly � k7" �� .. r_- ;• .� ,,.yds„ •s ' w ;. i • '�` 'y r.�.�� 4 "`i�.. '��., •.Y . •fir, A'�.a"``�, .'SS. .s- fi' �� i ` A{'' ��, }a� � -`� t�"S. .<;.. •.�Y Com'%+3„�","-.+e„Si-*... _ 'S_' n .� 'I \ �-,,'.�c� �� 'yv �. w-y'Y'`�'°�- �'.,a�,'ti`�y, Y �t epyt � � .`Yu+`•^-... ��i .! .tom i 3 � '•w1 'r:� .,,:,y�ae,'i..,z�y3� '�'?!°' yt - _ i� •T{'.'G� ,'�` ♦ .� / �` r,'w ir 'r r; A ♦ �� ^,� � mow. X4s Z T ti At� s ,� n s g 1111:111 w • '� rR"} C ? $Orsi `'ti' i y...; al Ilk Jim Tog F r .r- . ;pit� _• - ' + t .t i ik a 1I • t_ 11 ID C Ddb Nk, \ BC'ff.blNG DEPT. TOWN OF SOUTHOLD FOTJNDA-flON(IST) lids� ROUGH FRAMING& . : a STATE-ENERGYINSULATION.PER N.Y. • 1 0 PYA'- • ee ® . as W'.al Dva /I :UAlds_ � � h ►. i s ., z `'�1 BUILDING DEPARTMENT-Electrical Inspector G� �P 2 0 2021 TOWN OF SOUTHOLD Town Hall Annex - 54.375 Main Road - PO Box 1179 `� �o�` _}sy4E; ry v Southold, New York 11971-0959 °-Telephone (631) 765-1802 - FAX (631) 765-9502 roger.richert(ia�,town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: ` --1-n ^R)tei Date: �� Company Name:l d if U C c Name: License No.: email: ec C D, Address: :1 (0 r Phone No.: - 3, (; 1p JOS SITE INFORMATION: (All Information Required) Name: �� �' .t('� )- e -Y,- C ira 'e— Address: tt SS C1 AxA 03S Cross Street: j L Phone No.: "S°) BIdg.Permit#: 4 7 email: 1' Tax Map District: 1000 Section: � Block: 0).L Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Cita e All That Apply: Is job ready for inspection?: YES NO Rough In Final Do you need a Temp Certificate?: / NO Issued Onfma,A q-2_2- Z I Tamp informaiti® (All information required) Service SizeP 3 Ph Size: 5-d A # Meters T_ Old Meter# 1 Kew Servl e- Fire Reconnect- Flood Reconnect- Service Reconnected -Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION O o• c� 82-Request for Inspection Form As � '0 �� BUILDING DEPARTMENT -Electrical Inspector TOWN OF SOUTHOLD Town.Hall Annex 7,54375 Main Road - PO.Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 roger.richertci.town.southold.mus.r APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: ` �� �" <-�(� ^` 1 Date:" Company Name: Name: License No.: Gb mrd email: .0)'[ M e IeC ' - �, Cn,o--, Address: 7, s Pa v .1 Phone No.: JOS SITE INFORMATION: (All Information Required) Name: [;or $C'.(i Address: oL ^A I ju4 #55 I�?3� Cross Street: j L Phone No.: Bldg.Permit#: �{ 7 email: �; t,; Tax Map District: 1000 Section: ,-),c; Block: i✓�. Lot: 2 BRIEF DESCRIPTION OF WORD (Please Print Clearly) circie Alii That Apply: Is job ready for inspection?: YES NO Rough In Final Do you need a Temp Certificate?: NO Issued On-Cnja,,OA C-2Z- 21 Temp Mformad (All information required) Service Size -1 P 3 Ph Size: A # Meters T_ Old Meter# Ke-w Servi e - Fire Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead # Underground Laterals(7) 2 H Frame Pole Work done on Service? Y N Additionallnformation: - PAYIUIENT DUE WITH APPLICATION NN' 82-Request for Inspection Form As C PERMIT# r 1 Address: Switches I f� 1 Outlets G FI's ,"MWX A- 1 Surface Sconces f f �H H's ` UC Lts 1 Fans Fridge HW Exhaust Oven W D ' Smokes f DW / Mini Carbon Micro / ' .� �,yc—f— Generator Combo I' I Cooktop Transfer l AC AH Hood Service Special: Amps Have Used �" z Comments: �� lei Pv- BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD i o ,•� Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (631) 765-1802-FAX (631) 765-9502 � Temporary Certificate # I o,_7 5 Date 2021 Customer Name ' + Electrician Name Address FA'RMSTEA-D CT �i* 5 :5 Phone 51 b .220 SIB6 e-mail e-mail M-r L .+I-/&o Co Phone License # -3-700 M f�, Size 150 A Phase Overhead Underground #of Meters Remarks i i #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect ' Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for90 da s from the date above. Authorized by 1 i I { i f Town Hall Annex U i 54375 Main Road �� Gy Telephone(631)765-1802 P. O. Box 1179 � =� Fax(631)765-9502 o : Southold, DIY 11971-0959 "-Z-- BUIL DING DEPARTMENT :. NOTICE-OF:UTILIZATION OF TRUSS..TYPE CONSTRUCTION _ENGINEERED PRE IJlIOOi) CQNSTRUCTIOI�I' N67 R-TIME''ER CONSTRUCTION Date: / Owner: �— Locafion:of Property: Please t . otice that the_{check applicable-lin-el: New commercia(:or.resiefentialstructure 'Addition to existing d'otnr-nerciaLfQr residei�tial struMure' - RehabI 1t8ft0i1A6-'-' existin'`bOffi.!iercial or resi der UM:structure to be.constrttcfed :r.perforrried.at the subject property reference above,.wilG ufiiie (check appl' afjieJ"L—.): Truss-type:construction TT L . Pre-engine0-ebd;wood construction (PW)--T -- __ Timber const U15 ioii'T. G., in the following location(s) (chec[c.app(icablelirte:): Fjoor-framing, including girders rid beams (F) Roof framing (R) Floor and roof framing (F Signature: Name (person submitting this form): { Capacity (check applicable line): I Owner i I . . _ Owner representative TiussReg15.docx Effective 11112015 f ' .p:l �r�,��` jv�,o�t��.L.itt' �`, •:Li�r[� ��i rt`R ����T ,5 �►moi � tt �`� .x •J? �. amt a Y�'�r ��jta5•N ,.�,y°r� e'}`nrr��1:q*+ �-�Lov'�u F'`,�..t9r�,Si� ."n`�.T:�a7ri ��y r��S +R•���y.,fo�� : � si��t?�^��, u''jr 1�,.��, �f���tt Y 1 '�+03�r'yif+rrt•.n'�.,,."S• +a,i ,,,.Y n.- A 1 r"ti�G! �.. a.!r -.�"• t.5sj'•�-�T r 1+r'•~4?t�r 'A�w rJr i� y '�L�-�'tclr ��1' �I�`',� ' rri r At t a ) Vr it r r!j grin 1r. A it ♦C t, t 1� i -'n• ;, •R � •ti reff n '_! i s I- ;: t �1,_ � _ •�J + i iJ YN Jill • i .i: 7 ,`��,�„j err � . ��i � l �t�:'”' Ory r . - i Imp. ( / '+ t r : t. FLOOR 3.• r ..��' .iG.' ,! _ FRAMING,GIRDERSAND BEAMS �'� 1:"` r, :`x�:.. O .ems, .s" �1 <4;: :'`1..�ye���':•. t� .:'sc�"'i`'.�.^�i`„�v �i�:2.j}: 0 ��-m r�:�."�;mS .'i �.,� ''}•"x"��`t �`�. f�1 �,�-�a-'-a "a�'¢-"��':u. I S`.`-�,''"����'��,''^ �`^�: �`�t - o-t=a'�,n., c. 7R7—XR LA r } Y. TYPE �. ................ :: RAMP TYPE B—D (NP') Ln RAMP h� N3 ( ) PROPOSED 5�PROPOSED SINGLE, SIDEWALK (TYP.) AREA LIGHT (TYP.) 4 ' _ Fral 10, LA • - :ism:�(•N _ :=: .':;:�.56,j�"�."t,�t%° :.' ;3:':� ��::' .r�y`i,�%�;��a:'-MA. • .per •'fid.f��' ..It: _i�S;f+ - �"'��' +a '�?• O BICYCLE xi RACK , #�.`3 k..:r, ;,_.,,_ FLUSENH •„ �,' �ay?�, i-�- `-�. 2 `F��:.; 'v.r`.t�.Vit;°s.,,� „fix ; ,.` '.• D arp ,' PROPOSED M.<.. 5 _, :; �.<. p� OA4)ll CLUB OUSE DUMPSTER OVA ENCLOSURE 1 STORY ry 7 EN ISN jj_j-` I S111"' OLK COUNT'DEPARTMENT OF HEALTH SERVICES FOR OFFICE USE ONLY / OFFICE OF WASTEWATER MANAGEMENT z -360 YAPHANK AVENUE,SUITE 2C,YAPHANK,NY 11980 Health Department Ref.No. (631)852-5700 OR HealthWWM@suffolkcountyny.gov APPLICATION TO UPDATE Al l EXISTING PERMIT TO CONSTRUCT SEWAGE DISPOSAL AND WATER SUPPLY FACILITIES FOR A SINGLE FAMILY DWELLING REFER TO REVERSE SIDE OF THIS FORM FOR INSTRUCTIONS PLEASE COMPLETE APPLICABLE SECTIONS OF THIS FORM. ALL SIGNATURES MUST BE ORIGINAL. SECTION I FOR ALL RENEWALS AND TRANSFERS EXISTING REFERENCE NUMBER: R10-17- -7— , a O Tax Map No.: 1000 District gg Section Block Lot Name of Current Applicant: Rlmor Development LLC Tel#: (631) 735-9200 Mailing Address: PO Box 903, Cutchogue, NY 91935 Email Address:teamalia65@gmail.com Name of Current Agent: Henry Alia Tel#: (631) 678 2667 Mailing Address:PO Box 903, Cutchogue, NY 11935 Email Address:teamalia65@gmall.com DATE OF ORIGINAL APPROVAL: 09/08/2017 *If more than 6 years old and SCDHS site inspections have not been erformed,a new a lication will be required SECTION 2 I FOR TRANSFERS MT.H PREVIOUS APPLICANT/AGENT PERMISSION Name of Previous Applicant/Agent: Tel#:^ - �., , •) I hereby transfer all rights and interest in the above referenced permit.to the new:applicant=named above; Signature of Previous Applicant/Agent: Date: SECTION 3 FOR TRANSFERS WITHOUT PREVIOUS APPLICANT/AGENT PERMISSIO'1'-' Name of Previous Applicant's Architect/Engineer/Surveyor: FT7e.1#: ( ) - I hereby authorize the above named current applicant to use the previous applicant's survey/site plan for this project prepared by me;for the purpose of transferring the above named reference number and its site design. Architect/Engineer/Surveyor's signature: Date: SECTION 4 FOR ALL RENEWALS AND TRANSFERS Application is hereby made to[ ]TRANSFER,¢RENEW(check applicable) a permit to construct in accordance with this application,surveys and plans submitted. I hereby ce if th t I have examined this complete application and the statements therein are true and correct,and that all work shall be done" cor,�ance with all applicable Town,County,State and Federal Laws. "Any false statement made herein is punishable as a mis a an r ursu to 5210.45 of New York State Penal Law" Signature of Current Applicant/Agent Date to 191 z Print Name of Current Applicant/Agent Title Henry Alia Agent/Project Manager DEPAR E SE ONLY Permit is Transferred/ enewe Until 7- 8 Number of Bedrooms Approved IVIA Signature of Department Representative °®' -- Date /® -�.�- WWM-104(Rev. 02/12) \ `}��a`+:fgtY�� ' '� '`+y N .•oma.t cc 2� f CV co LJ Mater Lines) T�6 ins S Ik County UT � Pectad By The Cel!852-5754 P Of Fleal#tl . 4$ hours In Advance . To Schedule In"aon(s). , APPROVED IN ACCORDANCE WITH BOARD OF � 0 00 REVIEW DETERMINATION DATED 5-8— l7 M LLI z Z ~ W O SUMECT TO CQVIpANFg& RESTRICTIGNS Lisa —j F- 2 2 z W � o W ® U m 0- <00 o U) o = o U1 U MvIt�IEEP'S CERTJFJCA!!0 RE:QUIRtaD. o U StiEaRiIT PE. OR R.A. OI�R7'J1=Jc:i;J30fy O FOR INSSTALLATi01 A;§i; :OFdsiRUCTION �° (� Cn ® OC 4 o CD CD i=QR FJIztAr:APPROVAL. o r Sprft -' © O O I. o 8ufr'olk County Depnrtmeut of Health Approval for Consti°zaction-Other T-han Single.family � Reference TNo. Design Flow—_ looPROJECT NO.: ®®®`16° Use —ZZs} �ae _� h3RAWN BY:- KCK These plans have been reviewed for general eoni'orm�ith 8uifoik- County Deportment of Health Services standards, relating t0 Viatter CHECKED BY: TFL supply and sewage disposal. Regardless of any omissions, DATE: _ inconsistencies 0r lack of detail, construction is required to bo in accordance with the attached perrait conditions and applicable SCALE: AS NOTED standards,unless specifically waived by the Department.This approval FILE NO.: expires 3 years from the approval date,unless extended or renewed. a 8 — l 7 CADD: 00026_SP Appraval Date Reviewer SHEET NO.: ROvind plan Approved Expiate - 9 - Zo 23 S.C.D.H.S. APPROVAL y -7 3 M �� NOTES: A ///��� �V THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE IOO� /�_/�� ,1 PROPERTY LINES ARE FORA SPECIFIC PURPOSE AND USE AND TH WALLS, POOLS, `C7 Z NOT INTENDED S, GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, Z PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. Lu AR tS� O u IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145• Qq e C LLJ PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209•FOR ANY .C -Iq OO Z > PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OFA LICENSED �I I T Q PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY.IF AN ITEM GRe IrFM��T �• 0] BEARING NALT R NG ENGEER OR LAND SURENGINEER SURVEYOR VEYOR SHALL AFF X O M THE ITH S SEAL AND DE THE NOTATION'ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. c0 Rat — cn p COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED ALL NOT BE \ �CID' `- .00, SEAL OR EMBOSSED 2g"j, NO PHYSICAL EASEMENTS ON PCONSIDERED B PROPERTY UNLESS NOTED.RECORDED EASEMENTS _ .(�, OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED. 002 .0p' PROP. CUR �__ B N 49050'53" E V' PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE rl co 69.$5• 60.00' 0 00 CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS.WATERCOURSES, O' :�/ SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS OTHER THAN VISIBLE PERMANENT STRUCTURES. ^O - COPYRIGHTC)NELSON&POPE.ENGINEERS AND SURVEYORS.ALL RIGHTS ^ry ROP. RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING. ry 4,p,v r = M^ PCURB RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED 3 //ti 90' u �• w IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN 3' Qq p O M _ PERMISSION OF THE SURVEYOR. ^ / ",G /ry r86• N OD � I ^ THIS PLAN WAS PREPARED TO ASSIST IN OBTAINING FRAMING PERMITS FROM LOCAL . , r..p, Z �' (`�I{ MUNICIPALITIES AND IS NOT AUTHORIZED NOR GVT'r F THER P °' Cq / ^ Ly1 N PURPOSE. \\\141J(1( l T R \ / RgG,F / 2,5,. 00 I h?p' Dpp v/V ; / ? h R=140.00' M �'al r- .° �N/rss FF06,O NOS' J' �3 L=37.19' �' �/ J�1 dGt ����/�Yl NOV 1 6 2021 s , a qT �y ° ti• /O1y\3 ^• S 23°11'01" E BUILDING DEPT. 2?�• / 667 Sa 39.36 TOWN OF SOUTHOLD V A,/TS6 ^ry R=112.00' 6t Hq r4 L=29.72' w OF N&kv qs°o�isTAo 4 a ?o�`' S 38023'13" E z Al �O yoTFtiQ 17 0,40 ra?' 62.34' `� g 0Q`'I pAVlD pFT Sop O t�` Op, M<�,�4qj9oR=112.00' wN�� pz zL=29.75' r0 S 53°37'34'' E U 1­- y . . \ 51.14' ut' _j_ Q I w 2iS' �0.0502� J� R=112.00' F- L=29.75' o A p S 38024'18" E ►� 96.29' ti I � R=410.00' co � f ��.)-zL=450.51 I S 24033'07"W 107.80' S 65026'53" E 167.99' (ACTUAL) 10-27-2021 FOUNDATION LOCATION FOUNDATION AS-CONSTRUCTED SURVEY 49.54' ° ;� FOR UNITS 55 - 56 R=275.00' ���,�P�� I S52 5520� W UNIT DESIGNATION MAP OF 95.00' L=77.85' I ,-530"E HARVEST POINTE CONDOMINIUM 2 IV,/ 95.00' S 49°09'21" E W I FILE NO.:490 FILED September 28, 2020 23C70.02' I- z I SITUATED AT O W TOWN OF CUTCHOGUE S 40052'38" EW TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK 27,03' Q Z SOUTHOLD S.C.T.M.DISTRICT 1000,SECTION 102.01,BLOCK 02.00,LOTS 029.000&030.000 s52055'20°w = o I I NELSON & POPE 19.24' _ — _ l ENGINEERS & SURVEYORS — 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 Z I j �` � �` PHONE(631)427-5665 FAX(631)427-5620 LL LU WWW.NELSONPOPE.COM LL W (j SCHOOL HOUSE LANE DRAWN BY: NP CADD No.:INDIVIDUALSURVEYS 0002s_I SCALE: CHECKED BY: MS FILE NO.: c SHEET NO.: 'I OF'I DATE: 11-01-2021 PROJECT NO.: 00026 1"=30' NOTES: THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE M PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE S'^I NOT INTENDED TO GUIDE THE ERECTION OFFENCES,RETAINING WALLS,POOLS, {/v PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. e �OO'/t IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, B PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY CG PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED �e PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY.IF 1949 Co pAN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND C&0�- 60+ A�FtiRr THE NOTATION'ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. R' SURVEYCOPI ES OF THIS °O, UE INKED �� �o0 0 SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED T BEAR ING THE TO BSURVEYOR'S VALID LTRUE cb 2 O _ NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS C�q4 A \ R-200• g•B• CURB OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED. Nl QFC y �R°p I C0C0' N 49°50'53" E PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE M�GgS� 7j0• =Q o��/� \ \�e N `^6g`JJ' 60.00' CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, �. 'ZOo SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS R ry hOO�Q' 13'39�� OTHER THAN VISIBLE PERMANENT STRUCTURES. Vim°ti �� � �e 36 71, W T- Z;Q7o� ®o COPYRIGHTO NELSON a POPE,ENGINEERS AND SURVEYORS.ALLRIGHTS RESERVED.NO ry 40j,y pj O�O� F60XOfflyH BY PHOTOCOP'tiNG. RECORDING OR BY AI ANY OTHER M NS OR STORED.PROCET OF THIS DRAWING MAY BE SSED OR TRANSMITTED IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN �qC °DI N PERMISSION OF THE SURVEYOR. Q�<v ,2. / GF/ o-7.0• k vco Q� 0 s \\ /Gq / ^ MFTC ¢ NCO ,Y , M R=140 aoo ��• ss 4f/ / -, / / s•. SFR a U) a�o�o �N/T FR9 r� GF / Sh Mqs .00 °oho �z.0, / /QFS, .J 33.E R c°� L=37.19 �s \ ry � cF;4 / EoA OicrN Ss S 23011'01 s°°gF436,> 39.36''o°\ yss i° y ry ��� R-112.00' S�ti t"\ 'Nc�OScciRFTF �,����Q' ',4 Q� L=29.72' uj qT, % ", RF c' c° 4 z ®F NES /NRS \ � . , '3 ,?0`' S 38°23'13" E ? 0 0 0 �0 2 62.34 ,��''o9A °a� , °O o R=112.00' Z R w c ,S ,�' L=29.75' O Of ;,ti" �.4j O 2' r (J o Z �A 9'� CO c Ri S 53°37'34" E � ' :;. ��NcCoRFr 51.14' _j Q I w R=112.00' H _d 5 �3 J L=29.75' Q I C) �O A SJR S 38024'1rE F I M 96.29' U) R=410.00' N L=450.51' �I S 24033'07"W I 107.80' 167.99' (AC UAL) S 65026'53" E \! S52055'2 "W 49.54' ,`Q`v 10-27-2021 FOUNDATION LOCATION FINAL SURVEY R=275.00' VS 02-23-20a,P�� I o 04 z7.2o z SAFINALSURVEYAS-BUILT FOR UNITS 55 8< 56 L=77.85' �; 0 I UNIT DESIGNATION MAP OF S 49009'21" E w I °' O p l HARVEST POINTE CONDOMINIUM 2 238.82' g W Z = FILE NO.:471 FILED January 09,2018 BMATED AT S 40052'38" E > w I� CUTCHOGUE 27.03, Q t 00 TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK Z O S52°55'20"W 2 p I 0 S.C.T.M.DISTMar 1000,sEcnON'Iozo�,SLopt o200,LOTS oze.000 a oso.000 19.24' I� WL NELSON ♦ POPE I U_ w 7 if engineers•erchltects•surveyors F— 70 Maxess Road,Melville,NY 11747. 631.427.5665. nelsonpope.com U) HOUSE SCHOOL DRAWN BY: NP O ADD No.:INDIVIDUALSUUROV2EBYS jS SCALE: CHECKED BY: MS FILE NO.: SHEET NO.: 1 OF 1 DATE: 05-04-2022 PROJECT NO.: 00026 1"=30' �1 NOTES: M q THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE - 400 PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE (/ NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS. B� O IJ/� �� y ® PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. v/I/ ` ` r IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, g S 'T1 QPROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY C `J O A $ ;D (jay PERSON.UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED \ \ A,q O�///�� M (p o t/ PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY.IF w �o, \ Fi11 R D G C AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE _ 1 (Q •O1 W> z ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND T .9/� (- � THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH / G ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. \R 4f, 11 iC m COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED z� F s = n 'Q SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BEA VALID TRUE COPY. 70 CA >Z NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS w ' OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED. (D 70 ' Q ��G _ � UNDERGROUND,OVERHEAD AND GROUND LEVELUTILITIESARE NOTGUARANTEED G I0, �,[(/, \ I '� •.p, AS TO ACCURACY,EXISTENCE,EXACT LOCATION,TYPE OR USE,ACTIVE OR INACTIVE. MFTgSk, 3 L^1�1 p ELECTRIC AND GAS UTILITY LOCATION PROVIDED FROM PSEG DISTRIBUTION DESIGN 427 O M ,y{ ® PLAN DATED 7121/18.LOCATION OF GAS AND UTILITY IS APPROXIMATE AND LOCATED !V- TYPICALLY IN THE SAME TRENCH.ACCURACY OF UTILITY IS NOT GUARANTEED NOR IS THERE ANY GUARANTEE THAT ALL EXISTING UTILITIES ARE SHOWN ON THIS MAP. ry' q0 O QQr 3� w� q m �- CONSULT WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR /ry• 790, y �O / �- VL FURTHER DESIGN. V S'�, O -- I PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE / qRq ry 7Q6, I --hCn 2 CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, M 73 �01 c'j I _ N �• SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS Ov .0' / / / (FC w O M OTHER THAN VISIBLE PERMANENT STRUCTURES. ^^ ' l\ C�Rq / ?^• F�TFR O r yy I COPYRIGHTO NELSON&POPE,ENGINEERS AND SURVEYORS.ALL RIGHTS G RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, V Q• y' q n RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED h�O' F / / ?S', MET• M IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN q AZO' �N/TS '"1M� �✓ 33'� �R L1, CO) PERMISSION OF THE SURVEYOR. ADDITIONAL IMPROVEMENTS AND/OR POSSESSION,IF ANY,NOT LOCATED,NOT SHOWN $3, ALL SANITARY PIPING 4.8 B'SDR-35,TYPICAL. 8Ty 3.38 7qq, O �/A Ss ^ R QF N,E!i ST ° 2�'VCV /N So ,� ?o'y ,.QpW 0 O'� s "VL, 33,g7 70,a 732 GO Q�� "j- v A ql s286 �e/u ^ ",�y /AF ry6"s s /NV A/AFQR 3S r �� 4 _� 2�y o A QR-3 3` 08 ry/' . 783 s 6 '/y0 N r- (5 1•,1 c I' 1 Z T 0 3�oF�c �0 �0•05021\3 cJJ 1'4` y LAND(�? V J1JA( 10-27-2021 FOUNDATION LOCATION SANITARY AS-CONSTRUCTED SURVEYyr,.;.,•`� 02-23-2022 AS-BUILT SANITARY FOR UNITS 55 - 56 SANITARY SYSTEM AS-BUILT TABLE UNIT DESGNATION MAP OF HARVEST POINTE CONDOMINIUM 2 STRUCTURE NAME I TIE A I TIE B FILE NO.:490 FILED September 28,2020 UNITS#55-56 SITUATED AT ST-1 27.0' 46.0' CUTCHOGUE TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK ST-2 3 2.6' 47.6' S.C.T.M.DISTRICT 1000,SECTION 102.01,BLOCK 02.00,LOTS 020.000 8 030.000 LP 46.3' 55.2' WL NELSON + POPE HEALTH DEPARTMENT REFRENCE NUMBERS&AREA'S 01 60 engineers-erchi t acts•surveyors UN IT No. HD REF No. HABITABLE AREA GARAGE AREA .TOTAL GROSS FLOOR AREA 70 MaxesS Road,Melville,NY 11747. 631.427.5665. nelsonpope.com 1,599 S.F. 380S.F. 1,979S.F. INDIVIDUALSURVEYs DRAWN BY: NP CADD No.: 00026_1 SCALE: 56 R10-17-0110 1,599 S.F. 363 S.F. 1,962',5.F. CHECKED BY: MS FILE NO.: �f SHEET NO.: 'I OF'I DATE: 03-01-2022 PROJECT NO.: 00026 ' -30' PLUMBER CER TIFICATIG: ON LEAD CONTENT BEFO AP RO ED AS NOTED CERTIFICATE OF OCCUPA , DATE: B,p � +Ll -7 3S SOLDER USED IN WA TEF, SUPPL Y SYSTEM CA NN FEE: D p':' EXCEED 2/10 OF 1?/, L �. NOTIFY. BUILDING -- =ARTM AT '765-1802 .8AM TO 4 PM FOR.THE FOLLOWING INSPECTIONS: 1.. FOUNDATION - TWO REQUIRED ELECTRICAL FOR POURED CONCRETE INSPECTION REQUIRED 2. ROUGH:'-.'FRAMING & PLUMBING 3. INSULATION 4..FINAL - CONST!'R-TIONr MUST BE COMPLETE i ' O. ALL_•CONSTRUCTIUN: SHALL MEET THE TRUSS P REQUIREMENTS OF THE CODES OF NEW LACARDIIVG REQUIRED YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. COMPLY WITH ALL CODES OF DO NOT PROCEED-WITH'; NEW YORK STATE & TOWN CODES FRAMING UNTIL SURVEY: AS REQUIRED AND CONDITIONS OF bFFOUNDATIONLOCATION HAS-BEEN APPROVED. SCUTI TOLD TOWN PLANNING BOARD Must provide Manuals �gH8t6i6VRUSTEES D, J and S as per N. NYS Energy Code OCCUPANCY OR Blower door and ductwork USE IS UNLAWFUL testing required. WITHOUT CERTIFICAT All exterior lighting )F OCCUPANCY installed, replaced or repaired shall conform to Chapter 172 'RETAIN STORM WATER RUNOFF of the Town Code PURSUANT TO CHAPTER 236 OF THE TOWN CODE, Fire separation k L'UN RIVC� required as per 'CC F'LIJRMBIIVG VIIAS`'I E, NYS Code „e-:' ;WATELINENEED S � IR�Q���FpRE C0IFERIf�G' PLANS' ^ ARE I CONFORMANCE WITH THESE APPLICABLE CODES: R302.12 Draftstopping. In combustible construction where there is usable space both above and below the concealed space of a floor-ceiling assembly, Section R316 foam Plastic TABLE R405.1 Z W N draftstops shall be installed so that the area of the concealed space does not exceed 1,000 square feet. Draftstopping shall divide the concealed R316.1 General. The provisions of this section shall govem the materials, design, application, construction and installation of foam plastic materials. Properties of Soil Classified According to the Unified Soil Classification System W CC '' 2020 RESIDENTIAL CODE 0 F NEW YORK STATE space into approximately equal areas. Where the assembly is enclosed by a floor membrane above and a ceiling membrane below, draftstopping shall R316.2 Labeling and identification. Packages and containers of foam plastic insulation and foam plastic insulation components delivered to the job site shall bear 2 ^ o UNIFIED SOIL VOLUME 20 20 EXISTING BUILDING C 0 D E 0 F NEW YORK STATE be provided in floor-ceiling assemblies under the following circumstances: the label of an approved agency showing the manufacturers name, the product listing, product identification and information sufficient to determine that the SOIL CLASSIFICATION 2. Floor framing is constructed of truss-type open-web or perforated members. end use will comply with the requirements. GROUP SYSTEM SOIL DESCRIPTION DRAINAGE FROST HEAVE pOHTENTEIAL (D m 2020 FIRE CODE OF NEW YORK STATE R 302.1.12.1 Materials. Draftstopping material shall be not less than 1/2 inch gypsum board, 3/8 inch wood structural panels. R316.4 Thermal barrier. Unless otherwise allowed in Section R316.5, foam plastic shall be separated from SYMBOL CHARACTERISnCS POTENTIAL EXPANSION 0 _ GW WELL GRADED GRAVELS, GRAVEL SAND MIXTURES, (� r ' 0- 2 the interior of a building by an approved thermal barrier of not less than � inch gypsum Wallboard. LIITLE OR NO FINES GOOD Low Low �„/ 2020 MECHANICAL CODE 0 F 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, Z R302.13 Flre 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 PP Y' LITTLE OR NO FINES GOOD LOW LOW O_ N , " 20 20 PLUMBING C 0 C►E 0 F NEW YORK STATE gypsum wallboard membrane, 5/8 inch wood structural panel membrane, or equivalent on the underside of the floor framing member. 1. Attic access is required by Section R807.1. GROUP I SW WELL GRADED SANDS, OR GRAVELLY SANDS, I'•" ��..� = fn � U Z. The Space IS entered Only far purpOS@S Of repairs Or maintenance. LITTLE OR NO FINES GOOD LOW LOW (� +-+ 20 20 P R 0 P E RTY MAINTENANCE C 0 D E 0 F NEW YORK STATE AND NFPA 7 0 Exceptions: 3. The foam plastic insulation has been tested in accordance with Section R316.6 or the foam plastic insulation is protected against ignition using 3/8 inch SP POORLY GRADED SANDS, OR GRAVELLY SANDS, = ' �--i U 2 0 20 NEW YORK STATE ENERGY C 0 N S E RVATI 0 N C 0 N STR U CTI 0 N C 0 D E- 4. Wood floor assemblies using dimension lumber or structural composite lumber equal to or greater than 2 inch by 10 inch. gypsum board. LITTLE OR NO FINES GOOD LOW LOW N p o 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 GM SILTY GRAVELS, GRAVEL SAND SILT MIXTURES GOOD MEDIUM Low � 'F w Z _ RESIDENTIAL P R OVI S I 0 N S Section R303 thermal barrier specified in Section R316.4 subject to all of the following: sM SILTY SAND, SAND SILT MIXTURES GOOD MEDIUM LOW Z U 3 (LO L Qom'- � Light, Ventilation and Heating 1. The thickness of the foam plastic shall be not more than 3v inch. Gc CLAYEY GRAVELS, GRAVEL SAND CLAY MIXTURES MEDIUM MEDIUM LOW 0 Q X e M R303.1 Habitable rooms. Habitable rooms shall have an aggregate glazing area of not less than 8 percent of the floor area of such rooms. 2. The density of the foam plastic shall be in the range of 0.5 and 2.0 pounds per cubic foot. sic CLAYEY SANDS, SAND CLAY MIXTURES MEDIUM MEDIUM Low U 0 Z SECTION R101 3. The foam plastic shall have a flame spread index of 25 or less and an accompanying smoke developed index of 450 or less when tested in accordance ML INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR, GENERAL Exceptions: _ � ao 1. The glazed areas need not be operable where the opening is not required by Section R310 and a whole-house mechanical ventilation system is with ASTM E 84 or UL 723. SILTY OR CLAYEY FIND SANDS OR CLAYEY SILTS WITH MEDIUM HIGH LOW ❑ U M '� R101.2 The provisions of the 2020 Residential Code of NYS for One and Two Family Dwellings shall apply to the construction, alteration, movement, enlargement, installed in accordance with Section M1507. GROUP 2 SLIGHT PLASTICITY Section R317 Protection of Wood and Wood-Based Products A alnst Deca cL CLAYS OF LOW TO MEDIUM PLASTICITY, re lacement re air a ui ment, use and occu anc , location, removal and demolition of detached one and two family dwellings and townhouses not more 2. The glazed areas need not be installed in rooms where Exception 1 is satisfied and artificial light is provided that is capable of producing an 9 Y GRAVELLY CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN MEDIUM MEDIUM MEDIUM 0 2 P P q P P Y R317 All sills and lates on exterior foundation wall to be ressure reservativel treated in accordance with AWPA U1. CLAYS n. than three stories above grade plane in height with a separate means of egress and their accessory structures not more than three stories above grade average illumination of 6 footcandles (65 lux) over the area of the room at a height of 30 inches above the floor level. P p p y To Low plane in height. R303.8 Exterior stairway illumination. Exterior stairways shall be provided with an artificial light source located at the top landing of the stairway. Exterior Foundation wood girders: wood girders seated in exterior foundation walls to have min. 1/2 inch air space all sides or ends wrapped with aluminum stairways providing access to a basement from the outdoor grade level shall be provided with an artificial light source located at the bottom landing 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. ceilin Hei ht R317.3 Fasteners and connectors in contact with preservative treated and fire retardant treated wood. Fasteners, including nuts and washers, and connectors in has been sufficiently braced to prevent damage by the back fill where the unbalanced height of fill exceeds 4 Ifeet. It is installed in the interior or exterior or is integral to any opaque surface of the building envelope. 9 9 contact with preservative treated wood and fire retardant treated wood shall be in accordance with this section. The coating weights for zinc coated Section R405 Foundation Drains e Z Mezzanine: An intermediate level or levels between the flocr 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. 9 � fasteners shall be in accordance with ASTM A 153. Stainless steel driven fasteners shall be in accordance with the material requirements of ASTM F 1667. R405.1 Concrete or masonry foundations. Drains shall be provided around concrete or masonry foundations that retain earth and enclose habitable or - 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 appproved systems or materials shall be U speed (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 a roved inches by 30 inches at the showerhead. drains e s stem. PP = 4 in h f he that is visible from the street or road fronting the property. Address identification characters shall contrast with their background. Address numbers shall 9 Y � h limitations of this code 3. Beams irders ducts or other obstructions in basements containin habitable s ace shall be ermitted to project to within 6 feet c es o t R301.1.1 Alternative provisions. As an alternative to the requirements in Section R301.1, the following standards are permitted subject tote g 9 P P J be Arabic numbers or alphabetical letters. Numbers shall not be spelled out. Each character shall be not less than 4 inches in height with a stroke with Exception: A drainage system is not required where the foundation is installed on well drained round or sand ravel mixture with oil H and the limitations therein. Where en ineered desi n is used in conjunction with these standards, the desi n shall com I with the Buildin Code. finished floor. 9 g s s according U) 9 9 1 9 P Y 9 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. 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 Z purposes of glazing. other sign or means shall be used to identify the structure. Address identification shall be maintained. 0 r I I ments exceedin the limits of Section R301 or otherwise not R308.4.2 Glazing Adjacent to doors. Glazing in an individual fixed or operable panel adjacent to a door shall be considered to be a hazardous location where Section omp Foundation Waterproofing and Dao be wfing (� R301.1.3 Engineered design. Where a building otherwise conventional construction con sins s ruc u a e e g R406.1 Concrete and masonry foundation dampproofing, Except where required to be waterproofed, foundation walls that retain earth and enclose interior W conforming to this code, these elements shall be designed in accordance with accepted engineering practice. The extent of such design need only 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 irnches below the top of the basement � demonstrate compliance of nonconventional elements with other applicable provisions and shall be compatible with the performance of the conventional framed 1. Where the glazing is within 24 inches of either side of the door in the plane of the door in a closed position. R 321.1 Elevators. Where provided, passen er elevators, limited use and limited a lication elevators or rivate residence elevators shall com I with ASME A17.1 CSA floor to the finished rade usin a bitumin LL system. Engineered design in accordance with the Interactional 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 g pp P PY / 9 9 ous coating. 844. 0 M an in-swin in door. l r � scope of this code. 9 9 Re 321.2 Platform Lifts. Where provided, platform lifts shall comply with ASME A18.1. R406.3.3 Porous Fill. The space between the excavation and the foundation wall shall be backfilled with porous fill up to a height of one-half of the backfill) Z 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 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 excavatiion. ❑ 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 b a class one va or retarder F 9 R301.2.1.2 Protection of o enin s: Window lazin In windbome debris re ions shall be rotected to meet the re uirements of the lar a missile test of ASTM E1996 & 2. Glazin 36 inches or more measured horizontal) from the walkin surface. material. If this retarder material is used, Y P P 9 9 9 � 9 P q 9 9 Y 9 constructed in accordance with the provisions contained in this section. Buildings and structures that are located in more than one flood hazard area shall provide 1 s.f. of venting per 1500 s.f. floor area. Install vents within 3 feet of each comer of ASTM E1886 per section 301.2.1.2.1. Garage door glazing shall meet impact-resisting standards or ANSI/DASMA 115. comply with the provisions associated with the most restrictive flood hazard area. Buildings and structures located in whole or in part in identified foundation. Exception: Wood structural panels with a thickness of not less than 7/16" and span not more than 8'-0" shall be permitted for opening protection. Panels Section 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" b 24". shall be precut and attached to the framing surrounding the opening. Panels shall be predrilled and secured with the attachment hardware provided. UNFINISHED BASEMENTS IN A SINGLE FAMILY HOME & IN EACH TOWNHOUSE UNIT BASEMENT, ARE REQUIRED TO HAVE AT LEAST ONE EMERGENCY ESCAPE R 322.1.5 Lowest floor. The lowest floor shall be the lowest floor of the lowest enclosed area, including basement, and excluding any unfinished flood-resistant y AND RESCUE OPENING PER SECTION R310. E ress window & window well 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 ( g ) Y P 9 9 9 P 9 R502.2.2 Blocking and subflooring. Blocking for fastening panel edges or fixtures shall be o minimum of utility grade lumber. Subflooring shall be wood �� R310.1 Emer enc esca a and rescue o nin re uired. Basement shall have not less than one o erable emer enc esca a and rescue o enin . or structure in violation of this section. TABLE R301.2 1 9 y p � 9 q P 9 Y P P g structural panels as specified in Section 503.2. Fireblocking shall be of any grade lumber. ( ) R310.2.1 Minimum o enin area. Emer enc and esca a rescue o enin s shall have a net clear o enin of not less than 5.7 s uare feet. The net clear R 322.1.6 Protection of mechanical, plumbing and electrical systems. Electrical systems, equipment and components; heating, ventilating, air conditioning; plumbing CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA P 9 9 Y P P 9 p 9 q R502.4 Joists under bearing partitions: Provide 2x full depth blocking ® 48" o.c. max, where beam is not located under wall to allow for piping or vents. height opening shall be not less than 24 inches and the net clear width shall be not less than 20 inches. appliances and plumbing fixtures; duct systems; and other service equipment shall be located at or above the elevation required in Section R322.2 or ., GROUND Wind Design SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER Air Mean R310.2.2 Window sill hei ht. Where a window is rovided as the emer enc esca a and rescue o enin , it shall have a sill height of not more than 44 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 3 FLOOD g P 9 Y p P 9 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. W P4 SNOW SPEED To o ra hical S ecial Wind DESIGN FROST LINE 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. Exception: Locating electrical systems, equipment and components; heating, ventilating, air conditioning; plumbing appliances and plumbing fixtures; duct W P 9 P P HAZARDS � g 9 P TERMITE DECAY UIR D Index Tem s stems• and other service a ui ment is ermitted below the elevation re uired in Section R322.2 or R322.3 rovided that the r i n n II R502.7 Lateral restraint at su orts. Joists shall be su orted lateral) at ends b full de th solid blockin orb attachm n LOAD (mph) Effects Wind bourne CATEGORY WEATHERING pEp� TEMP REQ E P 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 y q P P q P y a e desg ed a d nista ed to PP PP Y Y P 9 y e t to band or rim joist. , (n Re ion Debris inches. The area of the window well shall allow the emer enc esca a and rescue o enin to be full o ened. prevent water from entering or accumulat ng within the components and to resist hydrostatic and hydrodynamic loads and stresses, including the effects of R502.8.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural glue-laminated members, 0 9 g y P P g Y P buoyancy, during the occurrence of flooding to the design flood elevation in accordance with ASCE24. Electrical wiring systems are permitted to be located cross-laminated timber members or I-joists are prohibited except where permitted by the manufacturer's recommendations or as shown on these 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 r ^ r below the required elevation provided that they conform to the provisions of the electrical part of this code for wet locations. drawin s m V J `./ MODERATE SLIGHT TO 10 the window in the fully open position. Ladders or rungs shall have an inside width of not less than 12 inches, shall project not less than 3 inches g 20 140 NO (B) SEVERE 36" Yes X 1500 R 322.1.7 Protection of water supply and sanitary sewage systems. New and replacement water supply systems shall be designed to minimize or eliminate infiltration R502.11.1 Wood Truss Desi n Wood trusses shall be desi ned in accordance with a roved en ineerin ractice & be re pared b a re �stered truss desi n TO HEAVY MODERATE Degrees from the wall and shall be spaced not more than 18 inches on center vertically for the full height of the window well. 9 9 PP 9 9 P P P Y 9 g ❑ w R310.2.3.2 Drains e. Window wells shall be desi ned for ro er drains e b connectin to the buildin 's foundation drains e s stem re uired b Section R405.1 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. O 9 g P P 9 Y g g 9 Y q Y R 322.1.8 Flood-resistant materials. Building materials and installation methods used for flooring and interior and exterior walls and wall coverings below the elevation or ep on approved alternative method. required in Section R322.2 or R322.3 shall be flood damage-resistant materials that conform to the provisions of FEMA TB-2. 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) - J MMh"'���"'��� R 322.2.2 Enclosed area below design flood elevation. Enclosed areas, including crawl spaces, that are below the P4 1. Exposure B. Urban and suburban areas, wooded areas or other terrain with numerous closely spaced obstructions having the size of single family dwellings with the United Soil Classification System, Group I soils, as detailed in Table R405.1. R506.1 Concrete slab on grades to be min 3-1/2 inches thick. �rrr"'"'""'"'1111 design flood elevation shall: ( ) i h R506.2.2 V in 6" clear w dt . Base. A 4 inch thi ase c ur e n i in f I or larger. Exposure B shall bt: assumed unless the site (meets the definition of another exposure. R311.6 Hallways: m . 3 ck b o s co s sit g o c can graded sand, gravel, crushed stone, crushed concrete or crushed blast-furnace slag passing 1. Be used solely for parking of vehicles, building access or storage. a 2-inch sieve shcI! be laced on the re ared sub rade where the slab is below rade. &j 2. Exposure C. Open terrain with scattered obstructions having a height less than 30 feet extending more than 1500 feet. Exposure D extends downwind R311.7 Stairways P P P 9 9 2. Be provided with flood openings that meet the following criteria and are installed in accordance with Section R322.2.2.1: _ �"'� 600 feet from the partially obstructed area. Includes flat open country and grassland. R311.7.1 Width. Stairwa s shall be not less than 36 inches in clear width at all points above the permitted handrail height and below the required headroom Exception: Abase course is not required where the concrete slab is installed on well-drained or sand-gravel rmixture soils classified as Group I � y 2.1 The total net area of non-egineered openings shall be not fess than 1 square inch for each square foot of enclosed area where the enclosed area accordin to the United Soil Classification S stem in accordance with Table R405.1. 3. Exposure D. Flat, unobstructed areas exposed to wind flowing over open water for a distance of not less ton 5000 feet. Exposure D extends downwind 600 height. The clear width of the stairway at and below the handrail height, including treads and landings, shall be not less than 31 � inches where a 9 Y Q is measured on the exterior of the enclosure walls. F- feet from the unobstructed area. handrail is installed on one side of 27 inches where handrails are provided on both sides. R506.2.3 Vapor retarder. A 6-mil (0.006 inch) polyethylene or approved vapor retarder with joints lapped not less than 6 inches shall be placed between � R 322.2.2.1 Installation of openings. The walls of enclosed areas shall have openings installed such that: the concrete floor slab and the base course or the r g p q g R311.7.2 Headroom. The headroom in stairways shall be not less than 6 feet 8 inches. p epared sub rade where no base course exists. The va or retarder is not re uired for Gara es, F- R301.3 Sto Hei ht. The wind rovisions of this code shall a I to buildin s with sto hei hts not exceedin 11 feet 7 inches and the lateral) unsu orted 1. There shall be not fess than two openings on different sides of each enclosed area; if a building has more than one enclosed area below the design utilit buildin s and other unheated accesso structures. v rY 9 P PPY 9 ry 9 9 Y PP 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. Y 9 ry Z flood elevation, each area shall have openings. 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. W Z. The bottom of each opening Shall be not more than 1 foot above the higher of the final interior grade or floor and the finished exterior grade provisions, provided that story heights are not exceeded. An engineered design shall be provided for the wall or wall framing members where the limits of Section R602 Wood Wall Framing � R311.7.5.2 Treads. The tread depth shall be not less than 9 inches per supplement. immediately under each opening. Z) Chapter 6 are exceeded. Where the story height limits of this section are exceeded, the design of the building, or the noncompliant portions thereof, to R602.3 Desi n and construction. Corr ponents of exterior walls shall be fastened in accordance with Tables R602.3 1 tlhrou h R602.3 4. Wall sheathin resist wind loads shall be in accordance with the Buildin Code. R311.7.5.3 Nosings. A nosing projection not less than 3/4 inch and not more than 1 �% inches shall be provided on stairways with solid 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 9 ( ) g ( ) 9 0 g sh I to framin membe n a l it ctl rs a d shall confirm h be fastened d e to t e re uirements of Table R602 R311.7.8 Handrails shall be provided on not less than one side of each flight of stairs with four or more risers. section. Y 9 q 3(3). 0 R302.2 Townhouses. Common walls separating townhouses shall be assigned a fire-resistance rating in accordance with Section R302.2, Item 1 or 2. The common R311.7.8.4 Continuity. Handrails for stairways shall be continuous for the full length of the flight with winders, at landings, or over lowest tread. R 322.3 Coastal high-hazard areas (including V Zones and Coastal A Zones, where designated) Elevation requirements. wall shared by two townhouses shall be constructed without plumbing or mechanical equipment, ducts or vents in the cavity of the common wall. The wall Exceptions: 1. Buildings and structures erected within coastal high-hazard areas and coastal A Zones, shall be elevated so that the bottom of the lowest horizontal . shall be rated for fire exposure from both sides and shall extend to and be tight against exterior walls and the underside of the roof sheathing. Electrical 1. Handrails shall be permitted to be interrupted by a newel post at the tum. structural members supporting the lowest floor, with exception of piling, pile caps, columns, grade beams and bracing, is elevated to or above the base installations shall be in accordance with Cha ters 34 throw h 43. Penetrations of the membrane of common walls for electrical outlet boxes shall be in floor elevation plus 1 foot or the design flood elevation, whichever is higher. TABLE R602.3(1) FASTENING SCHEDULE P 9 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 radius is not greater than 24� inches. Each tread shall have a depth of not less than 6� inches at the walkline. All treads shall be identical, and the and Coastal A Zones shall be su orted on Illn s or columns. DISCRIPTION FASTENING (a,b,c,d) TYPE 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 PP P 9 assembly tested in accordance with ASTM E 119 or UL 263. rise shall not be more than 9� inches. Headroom shall not be less than 6 feet 6 inches. 2. Where a fire sprinkler system in accordance with Section P2904 is not provided, the common wall shall be not less than a Z-hour-resistance-rated wall R 311.8 Ramps. 1. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE THREE 8D COMMON. TOE NAIL Section R325 Mezzanines R 311.8.1 Maximum slope. Ramps serving the egress door required by Section R 31 t.2 shall have a slope of not more than 1 unit vertical in 12 units 2. CEILING JOISTS TO TOP PLATE THREE 8D COMMON. TOE NAIL assembly tested in accordance with ASTM E 119, UL 263, or section 703.3 of the Building Code. R 325.2 Mezzanines. The clear height above and below mezzanine floor construction shall be not less than 7 feet. Habitable attics shall comply with section R325.6 horizontal (8.3 percent slope). All other ramps shall have a maximum slop of 1 unit vertical in 8 units horizontal (12.5 percent). Exception: 3. CEILING JOISTS NOT ATTCHED TO RAFTER , R 325.3 Area limitation. The aggregate area of a mezzanine or mezzanines shall be not reater than one-third of the floor area of the room ors ace in which ( ) LAPS THREE 16D COMMON FACE NAIL Where it is technically infeasible to comply because of site constraints, ramps shall have a slope of not more than 1 unit vertical in 8 units g P OVER PARTITIONS r- � I- r` 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 �- EXTERIOR WALLS horizontal (12.5 percent). Iii �i located. 4. CEILING JOIST TO PARALLEL RAFTERS + LAPS TABLE R802.5.1 9 �" �' '� C° MINIMUM MINIMUM FIRE R 312.1 Guardrails: Porches, balconies, and stair landings 30" above floor or grade to be installed with 36" high railings, balusters not to allow passage of a ( ) FACE NAIL ¢ N N N ri N � 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 0 � N N o'i M ai EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE sphere 4 inches or more in diameter. THREE 10D EACH FACE NAIL 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 FIRE-RESISTANCE RATED 1 HOUR 0 feet R 312.2.1 Window sills. In dwelling units, where the top of the sill of an operable window opening is located less than 24 inches above the finished floor and and posts. 6. RAFTER OR ROOF TRUSS TO PLATE THREE 10D COMMON 2 ON SIDE + 1 ON OTHER TOE NAIL WALLS NOT FIRE-RESISTANCE RATED o HouRs >5 feet 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 Exceptions: 7. ROOF RAFTERS TO RIDGE, VALLEY OR HIP THREE 10D COMMON. TOE NAIL of the following: RAFTERS PROJECTIONS FIRE-RESISTANCE RATED 1 HOUR ON THE UNDERSIDE >2 feet to <5 feet 1. Mezzanines or portions thereof are not required to be open to the room in which they are located, provided that the aggregate floor area of the TWO 16D COMMON. END NAIL 1. Operable windows with opening that will not allow a 4 inch diameter sphere to pass through the opening where the opening is in its largest opened enclosed s ace is not reater than 10 ercent of the mezzanine area. TABLE R302.1(2) osition. p g p 8. STUD TO STUD NO AT BWP P ( ) 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 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F 2090. 9. STUD TO STUD (AT BRACED WALL PANEL) 16D COMMON AT 16"O.C. FACE NAIL cn Section R313, a mezzanine shall not be required to be open to the room in which the mezzanine is located. MINIMUM MINIMUM FIRE 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. 10. BUILT UP HEADER, TWO PIECES 16D COMMON AT 16"O.C. ALONG EACH EDGE FACE NAIL z z EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE g 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 grave► or � a g FIRE-RESISTANCE RATED 1 HOUR 0 feet o eration to release the control device allowin the window to full o en, shall not reduce the net clear o enin area of the window unit to less than 11. CONTINUOUS HEADER TO STUD FOUR 80 COMMON. TOE NAIL 6i z cn cn a WALLS P 9 Y P P 9 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 z z O z z � N o: NOT FIRE-RESISTANCE RATED o HouRs 3 feet the area required by Section R310.2.1, any inorganic material or fill. 12. TOP PLATES TO TOP PLATE 16D COMMON ® 16"0/C FACE NAIL 0 0 0 I- o o Q J w (n (n N Q (n --I 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 > > a g = R302.2.3 Continuity. The fire-resistance-rated wall or assembly separating townhouses shall be continuous from the foundation to the underside of the roof sheathing, 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"MIN LAP SPICE w m m v deck or slab. The fire-resistance rating shall extend the full length of the wall or assembly, including wall extensions through and separating attached enclosed R313.1 Townhouse automatic fire sprinkler systems. Townhouses having a height of three stories above grade plane shall be equipment throughout with an 3. Porch slabs, steps, and garage slabs: 4000 psi plus 5 to 7% air entrainment LENGTH EACH SIDE OF END JOINT) assessor structures. automatic sprinkler system. R 403.1.4.1 Frost protection: Bottom of all footings to be at least 36" below grade. 14. BOTTOM PLATE TO JOIST OR BLOCKING (NOT AT BWP) 16D AT 16"O.C. FACE NAIL R313.1.1 Desi n and installation. Automatic residential fire s rinkler s stems for townhouses shall be desi ned and installed in accordance with Section P2904 m R302.2.4 Parapets for townhouses. g P Y 9 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 o 1. The ora et shall extend not less than 30 inches above the roof surfaces. or NFPA 13D. P P 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, o Exce tion: A aro et is not re uired in the recedin two cases where the roof coverin corn lied with a minimum Class C ratin as tested in accordance with R313.2 One and two family dwellings automatic fire systems. One and two family dwellings having a height of three stories above grade shall be equipped 16. TOP OR BOTTOM PLATE TO STUD TWO 16D COMMON. END NAIL �, P P P q P 9 9 P 9 isolated plain concrete footings supporting columns or pedestals are permitted. ASTM E 108 or UL 790 and the roof decking or sheathing is of noncombustible materials or approved fire-retardant-treated wood for a distance of 4 feet on throughout with an automatic sprinkler system. FOUR 8D COMMON. TOE NAIL n r FP 1 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 each side of the wall or walls or one layer of 5/8 inch Type X gypsum board is installed directly beneath the roof decking or sheathing, supported by not less R313.2.1 Design and installation. Automatic residential fire sprinkler systems shall be designed and installed in accords ce with Section P2904 o N A 3D. anchor bolts spaced as shown on the plans and details. Bolts shall extend a minimum of 7 inches into concrete and located in the middle third of 17. TOP PLATES, LAPS AT CORNERS + INTERSECTION 2-16D COMMON FACE NAIL than nominal 2 inch (51 mm) ledgers attached to the sides of the roof framing members, for a distance of not less than 4 feet on each side of the wall or the width of the plate. A nut and washer shall be tightened on each anchor bolt. There shall be a minimum of two bolts per plate section and 21. JOIST TO SILL, TOP PLATE, OR GIRDER THREE 8D COMMON. TOE NAIL walls and any openings or penetrations in the roof are not within 4 feet of the common walls. Balconies and decks. Sprinkler protection shall be provided for exterior balconies, decks and ground floor patios of dwelling units where the located not more than 12" or less than 3.5" from the end of each plate section. Plates shall be protected against decay and termites. F- 3. A parapet is not required where roof surfaces adjacent to the wall or walls are at different elevations and the higher roof is more than 30 inches above the building is of Type V construction. Sidewall sprinklers that are used to protect such areas shall be permitted to be located such that their 22. RIM JOIST OR BLOCKING TO SILL OR TOP PLATE 8D COMMON 6"0/C TOE NAIL Z w lower roof. The common wall construction from the lower roof to the underside of the higher roof deck shall have not less than a 1-hour fire-resistance deflectors are within 1 inch to 6 inches below the structural members and a maximum distance of 14 inches below the deck of the 27. BUILT UP GIRDERS AND BEAMS (2X LUMBER) 20D COMMON AT 32"O.C. T&B STAGGERED FACE NAIL AT EACH LAYER W 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 c� R302.2.6 Structural independence. Each individual townhouse shall to structurally independent. TABLE R404.1.2(1) 0 O 5- 31. WOOD STRUCTURAL PANELS: SUBFLOOR, 6D COMMON (WALL) 6" o/c at edges and m Exceptions: Section R314 Smoke Alarms Minimum Horizontal Reinforcement for Concrete Basement Walls ROOF, AND WALL SHEATHING TO FRAMING J 0 1. Foundations supporting exterior walls or common walls. R314.1 General. Smoke alarms shall comply with NFPA 72 and Section R314. 8D COMMON (ROOF) 12"o/c at interior W Y MAXIMUM UNSUPPORTED 8D COMMON (SUBFLOOR) supports (see note f) v 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 HEIGHT OF BASEMENT LOCATION OF HORIZONTAL REINFORCEMENT W w � R302.3 Two-famil dwellin s. Dwellin units in two-famil dwellin s shall be se arated from each other b wall and floor assemblies havin not less than a 1-hour with UL 2034. WALL (FEET) p � 0 0 y g g y g p y g a. All nails are smooth-common, box or deformed shanks except where otherwise stated. Nails used for framing and sheathing v o fire-resistance rating where tested in accordance with ASTM E 119 or UL 263 or section 703.3 of the Building Code. Fire-resistance-rated floor/ceiling and R314.3 Location. Smoke alarms shall be installed in the following locations. 0 ONE NO. 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), Z wall assemblies shall extend to and be tight against the exterior wall, and wall assemblies shall extend from the foundation to the underside of the roof 1. In each sleeping room. AND ONE NO. 4 BAR NEAR MID- HEIGHT OF THE WALL STORY 90 ksi for shank diameters larger than 0.142" but not larger than 0.177", and 100 ksi for shank diameters of 0.142" or less. (� sheathing. 2. Outside each separate sleeping area in the immediate vicinity of the bedrooms. d. 4-foot-by-8 foot or 4 foot by 9 foot panels shall be applied vertically CO 4 ONE NO. 4 BAR WITHIN 12 INCHES of THE TOP OF THE WALL STORY W i� 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 1A fire-resistance rating of % hour shall be permitted in buildings equipped throughout with on automatic sprinkler system installed in accordance with NFPA shower. walls and 4 inches on center to gable end wall framing. v 13. R314.3.1 Installation near cooking appliances. Smoke alarms shall not be installed in the following locations unless this would prevent placement of a smoke R302.3.1 Supporting construction. Where floor assemblies are required to be fire-resistance rated by Section R302.3, the supporting construction of such assemblies alarm in a location required by Section R314.3. TABLE R404.1.2(8) Minimum Vertical Reinforcement for 8, 10 and 12 inch Concrete Basement Walls T shall have an equal or greater fire-resistance rating. 1. Ionization smoke alarms shall not be installed less than 20 feet (6096 mm) horizontally from a permanently installed cooking appliance. 44 v R302.5.1 Opening Protection. Honeycomb-core steel doors not less than 1 3/8 inches thick, or 20 minute fire-rated doors, equipped with aself-closing device. Doors 2. Ionization smoke alarms with an alarm-silencin switch shall not be installed less than 10 feet 3048 mm horizontal) from a ermanentl installed MINIMUM VERTICAL REINFORCEMENT BAR R602.3 5 2x4 wall studs at 16 inches on center with a maximum hei h f h I � o_ 9 ( ) Y P Y SIZE AND SPACING INCHES ( ) g t o 10 feet s a I support a maximum of one floor plus roof/ceiling assembly. 2x6 L_ � c9 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 pilus roof/ceiling assembly. Exceptions: � R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum MAXIMUM UNSUPPORTED MAXIMUM UNBALANCED DESIGN LATERAL SOIL PRESSURE OF Where desi ned b in accordance with acce ted en ineerin ractice or wher h I im i c9 m No. 26 a e sheet steel or other a roved material and shall not have o enin s into the ora e. 3. Photoelectric smoke alarms shall not be installed less than 6 feet (1828 mm) horizontally from a permanently installed cooking appliance. g y p g g p e t e u t ate design w nd speed is. less than or equal to 130 mph, 9 9 pp P 9 9 9 WALL HEIGHT BACKFILL HEIGHT 45 PSF PER FOOT OF DEPTH z 4. R 314.4 Interconnection. Where more than one smoke alarm is required to be installed within an individual dwelling unit in accordance with (FEET) (FEET) Do not backfill with any soil containing silt or clay. 2X6 #2 grade studs supporting a roof load with not more than 6 feet of tributory length shall have a maximum wall height of 18 feet when - iui R302.6 Dwelling-garage fire separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Section R314.3, the alarm devices shall be connected in such a manner that the actuation of one alarm will activate all of the alarms in the spaced at 16 inches on center and 20 feet where spaced at 12 inches on center. � Q gyp ply P P ppy 9 g WALL THICKNESS (INCHES) Z Q Attachment of sum board shall com I with Table R702.3.5. The wall se oration rovisions of Table R302.6 shall nota I to ora a walls that are individual dwelling unit. 8 10 12 R602.3.2 Top plate. Wood stud walls shall be capped with a double top plate installed to provide overlapping at comers and intersections with bearing 0 p Q U) perpendicular to the adjacent dwelling unit wall, partitions. End joints in top plates shall be offset not less than 24 inches. Joints in plates need not occur olver studs. Plates shall be not less - TABLE R302.6 Gara a walls: 5 8 inch t e X sum board on arae side, 1 2 inch t e X sum board ono osite wall side at habitable areas. Gara a ceilin : 5 8 8 NR NR NR W 9 / YP 9YP 9 9 / YP gyp PP g g / Section R315 Carbon Monoxide Alarms 9 8 5 0 41 NR NR than 2 inches nominal thickness and have a width not less than the width of the studs. W type X gypsum board R602.6 Drillin and notchin of dimensional lumber to conform to sections R602.6, R602.6.1, and fi ure R602.6 1 . Natechin & bored hole limitations for R315.1 General. Carbon monoxide alarms shall be provided in accordance with section 915 of the Fire Code of NYS. 10 9 6 0 41 5 0 22 NR 9 9 g ( ) 9 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 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 0 .,\ ARC 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- ��0 ogeRT CNF �� R302.11 Fire blockin shall be rovided in wood-framed construction in the followin locations: NR denotes no reinforcing required. 8` 9 P 9 each side. Follow manufacturers specifications for engineered products. (figure R602.6.1) Q �� �� f� 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. - 2� 1.1 Vertically at the ceiling and floor levels. _ �t :;;; 1.2 Horizontally at intervals not exceeding 10 feet. a .• i ;--,r-,w. f 2. At interconnections between concealed vertical and horizontals aces such as occur at soffits, dro ceilin s and cove ceilin s. '1� I I ' ' I �J ' � `\ P P 9 9 I ,..• 3. In concealed s aces between stair strip ers at the to and bottom of the run. Enclosed s aces under stairs shall com I with Section R302.7. , I ,� '...`.: u N P 9 P P PY � � ��l o $�a 0� 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 ` � ,') ❑ TF F N y products of combustion. The material filing this annular space shall not be required to meet the ASTM E 136 requirements. .J `_J 'f 1 3 2J21 11 5. For the fire blocking of chimneys and fireplaces, see Section R1003.19. k�I� 6. Fire blocking of cornices of atwo-family dwelling is required at the line of dwelling unit separation. JOB U BER R302.11.1 Fireblocking materials. Except as provided in Section R302.1, Item 4, fireblocking shall consist of the -•�,,.^ � ." r+,,rr."�+ 01602 3 '.✓ _ ,ar t:,, following materials. 1. Two-inch nominal lumber. 2. Two thicknesses of 1" nominal lumber with broken lap ,joints. bi 3. One thickness of 23/32 inch wood structural panels with joints backed by 23/32 inch wood structural panels. <,J NIT 5 5 UNIT 5 6 Q SHEET NUMBER 4. One thickness of 3/4 inch particleboard with joints backed by 3/4 inch particleboard. a 5. One half inch gypsum board, 11 Z 6. One quarter inch cement based mil r gla. MODEL B 1 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. ( ) ` / fn ` / W 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED TABLE R602.3(3) TRUSS IDENTIFICATION SIGN U res a b c P 07 Requirements for Wood Structural Panel Wall Sheathing Used to Resist Wind Pressures ( ) 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 26 .2 Pipes penetrating exterior walls. Where a pipe penetrates an exterior wall, waterproof seal shall be made on the exterior of the wall by one of the following PART 1265. RESIDENTIAL STRUCTURES WITH TRUSS Z slab-on-grade floors shall have rigid, opaque and weather-resistant protective covering to prevent the degradation of the insulation's thermal performance. methods: TYPE CONSTRUCTION, PRE-ENGINEERED WOOD W ULTIMATE DESIGN 2 0 MINIMUM NAIL PANEL NAIL WIND SPEED V ult The protective covering shall cover the exposed exterior insulation and extend not less than 6 inches (153 mm) below grade. 1. A waterproof sealant applied at the joint between the wall and the pipe. CONSTRUCTION AND/OR TIMBER CONSTRUCTION � � � SPACING (mph) N1101.14 R401.3 Certificate Mandato A permanent certificate shall be completed b the builder or other approved art and posted on a wall in the where the 2. A flashing of an approved elastomeric material. a MINIMUM MINIMUM MAXIMUM WALL ( ) (Mandatory). P P Y PP party P REFLECTIVE RED s" DIA. U furnace is located, a utility room or an approved location inside the building. P2801.6 Required pan. Where a storage tank-type water heater or a hot water storage tank is installed in a location where water leakage from the tank will cause 0 .}.� U 2 WOOD NOMINAL PANEL STUD SPACING WIND EXPOSURE damage, the tank shall be installed in a pan constructed of one of the following: PANTONE (PMS) IF187 Q SIZE PENETRATION STRUCTURAL THICKNESS (INCHES) TABLE N1102.1.2 (R402.1.2) V EDGES FIELD CATEGORY (INCHES) PANEL SPAN (INCHES) 1. Galvanized steel or aluminum of not less than 0.0236 inch (0.6010 mm) in thickness. Z ;_ IL 2 RATING (INCHES O.C.) (INCHES O.C.) Insulation and fenestration Requirements by Component ^ 1 B C D 2. Plastic not less than 0.36 inch (0.9 mm) in thickness. O_ W CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENT SLAB CRAWL 3. Other approved materials. 1" L to � 8d ZONE n U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE & SPACE PP `J--d COMMON 1.75 24,116 7/16 16 6 12 170 140 135 U-FACTOR SHGC R-VALUE R-VALUE R-VALUE DEPTH WALL A plastic pan installed beneath a gas-fired water heater shall be constructed of material having a flame spread index of 25 or less and a smoke developed EFLECTIVE � '^ U > rn R602.3.5 Braced wall panel uplift load path. Braced wall panels located at exterior walls that support roof rafters or trusses (including stories below top R-VALUE index of 450 or less when tested in accordance with ASTM E84 or UL723. story) shall have the wall sheathing and fasteners designed to resist combined uplift and shear forces in accordance with accepted engineering 4MARINE T 0.32 0.55 0.40 49 20 OR 13+5h 8/13 19 10/13 10,2 ft 10/13 IC-A-1 RC WHITE CO I- .2> practice. Section T101 Scope CO U E'•- ai N1102.2.2 (R402.2.2) Ceilings without attic spaces. Where section N1102.2 would require insulation levels above R-30 and the design of the roof/ceiling assembly does T101.1 General. The provisions shall be applicable for new construction where solar-ready provisions are required. 1/2" 1/4" U L ave : 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 shallTRUSS IDENTIFICATION SIGN STROKE U Q W mv For rafters at 16"o/c in 130mph wind speed. Roof pitch > 5/12 Exposure B extend over the top of the wall plate to the outer edge of plate without compression. The reduction of insulation from the requirements of Section Section T102 General Definitions COMPLIANCE WITH 19 NYCRR 1264 U = n - M 4 N1102.1.2 shall be limited to 500 sf 46 m: or 20 percent of the total insulated ceiling area, whichever is less. Solar-Ready 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 ❑ U Cl) Span (ft) 12 18 24 28 32 36 42 8 ( ) SHALL CONSISTS OF A CIRCLE 6'IN - Uplift Force # 117 149 182 203 226 247 281 314 N1102.2.4 (R402.2.4) Access hatches and doors. Access doors from conditioned spaces to unconditioned spaces such as attics and crawl spaces shall be photovoltaic or solar thermal system. DIAMETER,WITH A STROKE WIDTH OF 1/2'.THE SIGN BACKGROUND SHALL BE REFLECTIVE WHITE IN W m Increase x1.09 for Itch < 5/12. Increase x 1.5 for 24"o c spacing. Increase x 1.32 for 140 mph. weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. COLOR.THE CIRCLE AND CONTENTS SHALL BE REFLECTIVE RED IN COLOR,CONFORMING TO PANTONE P / P 9 P Exception: vertical doors that provide access from conditioned to unconditioned spaces shall be permitted to meet the fenestration requirements of Table Section T103 Solar-Ready Zone MATCHING SYSTEM(PMS)X187. d R702.3.5.1 Screw fastening. Screws for attcching gypsum board and gypsum panel products to wood framing shall be Type W or Type S in accordance with ASTM C 1002 R1102.1.2 based on the applicable climate zone specified in Chapter 3. T103.2 Construction document requirements for solar ready zone. Construction documents shall indicate the solar-ready zone. SECTION 1265.4.SIGN OR SYMBOL and shall penetrate the wood not less than 5/8 inch. N1102.2.8 (R402.2.8) Floors. Floor framing-cavity insulation shall be installed to maintain permanent contact with the underside of the subfloor decking. T103.3 Solar-ready zone area. The total solar-ready zone area shall be not less than 300 square feet (27.87 m2) exclusive of mandatory access or set back THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BY AFFIXED TO THE ELECTRICAL BOX ATTACHED R702.4 Ceramic Tile. N1102.2.9 (R402.2.9) Basement walls. Walls associated with conditioned basements shall be insulated from the top of the basement wall down to 10 feet (3048 mm) areas as required by the International Fire Code. New multiple single-family dwelling (townhouses) three stories or less in height above grade plane and with TO THE EXTERIOR OF THE RESIDENTIAL STRUCTURE: PROVIDED,HOWEVER,THAT.- IS AFFIXING THE SIGN OR used as backers for wall tile in tub and shower areas and wall panels in shower area shall be of materials listed in Table R702.4.2, SYMBOL TO THE ELECTRICAL BOX WOULD OBSCURE ANY METER ON THE ELECTRIC BOX,OR IF THE UTILITY R702.4.2 Backer boards. MaterialsP below grade or to the basement floor, whichever is less. Walls associated with unconditioned basements shall meet this requirement unless the floor overhead a total floor area less than or equal to 2,000 square feet (185.8 m2) per dwelling shall have a solar-ready zone area of not less than 150 square feet PROVIDING ELECTRICAL SERVICE TO THE RESIDENTIAL STRUCTURE DOES NOT ALLOW THE SIGN OR SYMBOL and installed in accordance with the manufacturer's 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 02.4.2 N1102.4.2 (R402.4.2) Fireplaces. New wood-burning fireplaces shall have tight-fitting flue dampers or doors, and outdoor combustion air. Where using tight-fitting of access or set back areas as required by the International Fre Code. WALL OF THE RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRICAL BOX.THE TABLE R 7 doors on factory-built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. T103.4 Obstructions. Solar-ready zones shall be free from obstructions, including but not limited to vents, chimneys, and roof-mounted equipment. SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED PRIOR TO THE ISSUANCE OF A CERTIFICATE Z Backer Board Materials T103.7 Roof load documentation. The structural design loads for roof dead load and roof live load shall be clearly indicated on the construction documents. OF OCCUPANCY OR A CERTIFICATE OF COMPLIANCE, 0 TABLE N 1 102.4.1.1 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 Air Barrier and Insulation Installation U GLASS MAT GYPSUM BACKING PANEL ASTM C 1178 electric installation and shall be labeled 'For Future Solar Electric'. The reserved space shall be positioned at the opposite (load) end from the input feeder ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE BUILDING CODE. � FIBER REINFORCED GYPSUM PANELS ASTM C 1278 NONASBESTOS FIBER-CEMI_NT BACKER BOARD ASTM C 1288 OR ISO 8336, CATEGORY C GENERAL REQUIREMENTS A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE BUILDING ENVELOPE. location or main circuit location. N_0 5 8 INCH THICK ROOF SHEATHING IS TO BE USED, WHEN ROOF TRUSSES ARE SPECIFIED AS THE ROOF FRAMING MEMBERS. C0 NONASBESTOS FIBER MAT REINFORCED CEMENTITIOUS BACKER UNITS ASTM C 1325 THE EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINUOUS AIR BARRIER. C0 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 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: Z CEILING/ ATTIC THE AIR BARRIER IN ANY DROPPED CEILING/ SOFFIT SHALL BE ALIGNED WITH THE INSULATION AND ANY the front and back of dwelling units. D 0 TABLE R703.8.1 (EQUATION 16-8) 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 U Allowable Spans for steel lintels supporting masonry veneer ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE WALL DOORS TO UNCONDITIONED ATTIC SPACES SHALL D + L (EQUATION 16-9) is required for each car space in o garage. BE SEALED. D + S (EQUATION 16-10) SIZE OF STEEL ANGLE NO STORY ONE STORY Two STORIES E 3902.14 Location of GFCI outlets. All GFCI outlets must be placed in readily accessible locations. D + .6W EQUATION 16-12 0 a,c (inches) ABOVE ABOVE ABOVE WALLS THE JUNCTION OF THE FOUNDATION AND THE SILL PLATE SHALL BE SEALED. ( ) LL Ln THE JUNCTION OF THE TOP PLATE AND THE TOP OF THE EXTERIOR WALLS SHALL BE SEALED. D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) L3x3x1/4 6'-0" 4'-6` 3'-0' KNEE WALLS SHALL BE SEALED. 0 m L400/4 8'-0" 5'-0" 4'-6" WINDOWS. SKYLIGHTS AND THE SPACE BETWEEN WINDOW/ DOOR JAMBS AND FRAMING, AND SKYLIGHTS AND FRAMING SHALL BE D = DEAD LOAD, L = LIVE LOAD, S = SNOW LOAD, W = LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL BE DETERMINED INI ACCORDANCE WITH CHAPTER 26 TO 30 OF Z DOORS SEALED. ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND SPEED (101 MPH BASIC DESIGN WIND SPEED) IN EXPOSURE CATEGORY B. ❑ L5x3sxs/�s �o•-o` s'-o` s'-o` DESIGN LOADS: RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER TABLE R301.7 ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: Qi� C) L6x3.5x1/4 �4'-0" s'-s' z'-o' THE FOLLOWING 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, �.9 FLOORS (INCLUDING ABOVE THE AIR BARRIER SHALL BE INSTALLED IN ANY EXPOSED EDGE OF INSULATION THE FOLLOWING LIVE LOADS: a. Long leg of the angle shall be placed in a vertical position. GARAGE AND CANTILEVERED ALLOWABLE BILL=IOPSF, AND BCDL = 10 PSF. PROVIDE ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. E...., r--� FLOORS) ROOF: STRUCTURAL MEMBER DEFLECTION c. Minimum bearing to be 6'. GROUND SNOW LOAD 2OPSF FROM FIGURE R301.2 6 TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75". SHAFTS, PENETRATIONS DUCTS SHAFTS, UTILITY PENTRATIONS, AND FLUE SHAFT OPENING TO EXTERIOR OR UNCONDITIONED ( ) R703.12 Adhered masonry veneer installation. SPACE SHALL BE SEALED. MINIMUM DISTRIBUTED LIVE LOAD PER TABLE R301.5 Adhered masonry veneer shall comply with the requirements of Section R703.7.3. (FOR SOLAR READY ROOF DESIGN LOAD ADD: 24 POUNDS Rafters having slopes greater than L/180 TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL INCLUDE THE R703.12.1 Clearances. On exterior stud walls, adhered masonry veneer shall be installed: GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE AND CONDITIONED SPACES. PER LINER FOOT DEAD LOAD FOR ROOF FRAMING) 3:12 with no finished ceiling attached FOLLOWING INFORMATION: E f"� 1. Minimum of 4 inches (102 mm) above the earth RECESSED LIGHTING RECESSED LIGHT FIXTURES INSTALLED AT IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO to rafters 1. DEPTH, SLOPE (IF ANY), SPAN, AND SPACING. o R703.12.2 Flashing at foundation. A corrasion-resistant screed or flashing of a minimum 0.019 inch (0.48 mm) or 26 gage galvanized or plastic with a minimum THE DRYWALL, AIRTIGHT AND IC RATED. FLOORS: 40 PSF 2. LOCATION OF ALL JOINTS. vertical attachment flange of 3 % inches (89 mm) shall be installed to extend a minimum of 1 inch (25 mm) below the foundation plate line on exterior SHOWER/ TUB ON THE AIR BARRIER INSTALLED AT EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS SHALL SEPARATE THEM BALCONIES AND DECKS: 40 PSF Interior walls and partitions H/180 3. REQUIRED BEARING WIDTHS. 0% stud walls in accordance with Section R703.4. EXTERIOR WALL FROM THE SHOWERS AND TUBS. UNINHABITABLE ATTIC W/O STORAGE: 10 PSF 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. UNINHABITABLE ATTIC WITH STORAGE: 20 PSF Floors and ceilings w/ brittle finish L/360 4.2, TOP CHORD DEAD LOAD. R703.8.2.2. Support by roof construction. A steel angle shall be placed directly on top of the roof construction. The roof supporting construction for the steel angle shall ELECTRICAL/ PHONE BOX THE AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL OR COMMUNICATION BOXES OR AIR SEALED 4.3. BOTTOM CHORD LIVE LOAD. W consist of not fewer than three 2 inch by 6 inch wood members for wood construction. A wood member abutting the vertical wall stud construction shall be ON EXTERIOR WALLS BOXES SHALL BE INSTALLED. HABITABLE ATTIC W FIXED STAIRS: 30 PSF All other structural members L/240 U) anchored with not fewer than three 5/8 inch diameter b 5 inch la screws to eve wood studspacing. Each additional wood roof member shall be 4.4. BOTTOM CHORD DEAD LOAD. / y g everyExterior walls with plaster or stucco finish L/180 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. 0 anchored by the use of two 'IOd nails at every wood stud spacing. Install flashing and weep holes. The maximum height of the brick veneer above the lintel ULTIMATE DESIGN WIND SPEED: 130 MPH FROM FIGURE R301.2(4)A 4.6. CONTROLLING WIND LOADS. m N1102.4.5 (R402.4.5) Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and EXPOSURE CATEGORY: B FROM R301.2.1.4 `� v shall be 12 feet 8 inches, with max 7:12 roof pitch. See figures R03.8.2.1 & R703.8.2.2. Exterior WOIIs with brittle finishes L/180 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. EACH REACTION FORCE AND DIRECTION 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 . . ❑ R703.8.4 Anchorage: Masonry veneer shall be anchored to the the supporting wall studs with corrosion resistant metal ties embedded in mortar or grout and extending SEISMIC DESIGN CATEGORY: B FROM FIGURE 301.2.2 (exempt 644in accordance with ASTM E 283 at a 1.57 psf (75Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the 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 O 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 from seismic provisions of code per F� housing and the interior wall or ceiling covering. R301.2.2 LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. fastener = 8d common nail. Airspace= Nominal 1" between sheathing & veneer. EAch tie shall support not more than 2.67 square feet of wall area and ) Lintels su ortin masonr veneer L 600 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. r C402.4 (R402.4.6) Tenant Separation Walls (Mandatory). Fire Separations between dwelling units in two-family dwellings and multiple single-family dwellings PP 9 Y / shall be spaced not more than 32° on center horizontally and 24 inches on center vertically. PRESUMPTIVE LOAD-BEARING VALUE OF SOIL: 2,000PSF Per TABLE 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. �"�1 (townhouses) shall be insulated to no less than R-10 and the walls shall be air sealed. P R703.8.5 Flashing shall be located beneath the first course of masonry above finished ground level above the foundation wall or slab and at other points of support., R401.4.1 Includes soil classes: GW, GP, SW, SP, SM, SC, 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. including structural floors, shelf angles and lintels where masonry veneers are designed in accordance with section R703.8. GM, and GC. 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. R703.8.6 Weepholes shall be provided in the outside wythe of masonry walls at a maximum spacing of 33 inches on center. Weepholes shall not be less than 3/16 Section N1103 (R403) 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. &5 inch in diameter. Weepholes slholl be located immediately above the flashing. Systems NOTE: Soils with clay or clay and silt will require a redesign F=- N 1103.1 R403.1 Controls Mandato At least one thermostat shall be provided for each separate heating and cooling system. of building footings. WOOD FLOOR TRUSS SPECIFICATIONS: R703.14.2 Fire Separation. Polypropylenes siding shall not be installed on walls with a fire separation distance of less than 5 feet (1524 mm) and walls closer than 10 ( ) (Mandatory). P P 9 9 y WOOD FLOOR TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION! 1605.3 OF THE BUILDING CODE. Q 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 �:) Exception: Walls perpendicular to the line used to determine the fire separation distance. the heating and cooling system on a daily schedule to maintain different temperature set points at different times of the day. This thermostatshall include ABBREVIATIONS 11605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: C r , the capability to set back or temporarily operate the system to maintain zone temperatures down to 55'F (13'C) o up to 85 (29 C). The thermostat s a (EQUATION 16-8) V R801.3 Roof drainage in areas where expansive soils or collapsible soils are known to exist: All dwellings shall have a controlled method of water disposal from roofs Z A.B. ANCHOR BOLT that will collect and discharge roof drainage to the ground surface not less than 5 feet from foundation walls or to on 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 D + L (EQUATION 16-9) W A.F.F. ABOVE FINISH FLOOR DTL DETAIL LT. LIGHT R.O.26'C' 78F . ROUGH OPENING R802.1.5.4 Labeling each piece of Fire-retardant treated lumber and wood structural panels shall be labeled per section 802.1.1. than ( ) ADJ. ADJACENT ADJUSTABLE R. D = DEAD LOAD, L = LIVE LOAD, � R802.4.2 Framing details. Rafters shall be framed not more than 1 % inches (38 mm) offset from each other to ridge board or directly opposite from each other N1103.2 (R403.2) Hot water boiler outdoor temperature setback. Hot water boilers that supply heat to the building through one or two pipe heating systems shall ADJACENT/ADJUSTABLE EACH Lam• LOUVER RISER A.F.T. ABOVE FINISH TREAD E.J. EXPANSION JOINT L.T. LAUNDRY TUB RND ROUND U with a collar tie. 802.3 Ride board shall be not less than 1 inch 25 mm nominal thickness and not less in depth than the cut end of the rafter. At have an outdoor setback control that lowers the boiler water temperature based on the outdoor temperature. ALUM. ALUMINUM FLOOR TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: 0 9 ( ) P ELEC. ELECTRICAL TCLL = 40 PSF, TCDL - 10 PSF, AND BCD 5 PSF valleys and hips there shall be a valley or hip rafter not less than 2 inch (51mm) nominal thickness and not less in depth than the cut end of the rafter. N1103.3 (R403.3) Ducts. Ducts and air handlers shall be installed in accordance with Sections N1103.3.1 through N1103.3.8. ANCH. ANCHOR MAS. MASONRY S.C. SAWCUT Q Hi and valley rafters shall be: supported at the ridge b a brace to a bearing partition or be designed to ca and distribute the specific load at that ELEV• ELEVATION MAT. MATERIAL SCHEM. SCHEMATIC P Y PP 9 Y 9 P 9 m' P N1103.3.1 (R403.3.1) Insulation (Prescriptive). Supply and return ducts in attics shall be insulated to a minimum of R-8 where 3 inches (76.2 mm) in diameter and < ANGLE EQ. EQUALRUSSES SHALL HAVE A MAXIMUM LIVE LOAD DEFLECTION OF L/480 AND A TOTAL LOAD DEFLECTION OF THE LESS point. Where the roof Itch is less than three units vertical in 12 units horizontal 25 percent slope), structural members that support rafters and ceiling EQUIP MAX.MAXMAXIMUM SHLF SHELF ER OF L 360 OR .75". P P ( P PP 9 greater and R-6 where less than 3 inches (76.2 mm) in diameter. Supply and return ducts in other portions of the building shall be insulated to a ARCH. ARCHITECTURAL EQUIPMENT joists, such as ride beams, his and valleys, shall be designed as beams. ® AT MDO MEDIUM DENSITY OVERLAY SHT. SHEET 1 9 P Y � 9 minimum of R-6 where 3 inches (76.2 mm) in diameter or greater and R-4.2 where less than 3 inches (76.2 mm) in diameter. EXP. EXPANSION TRUSS DESIGN DRAWINGS SHAH BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL INCLUDE THE 9 j P 9 Y PP Y 9 9 MECH. MECHANICAL SIM. SIMILAR Where ceiling joists or rafter Ivies are not provided, the ride formed b these rafters shall be supported b a wall or girder designed in accordance with Exception: Ducts or onions thereof located completely inside the building thermal envelope. FOLLOWING INFORMATION: accepted engineering practices. P P P Y 9 P BD. BOARD EXT. EXTERIOR MIN. MINIMUM S.S. STAINLESS STEEL N1103.3.2 (R403.3.2) Sealing (Mandatory). Ducts, air handlers and filter boxes shall be sealed. Joints and seams shall comply with section M1601.4.1. BLDG. BUILDING EE. EACH END 1. DEPTH, SPAN, AND SPACING. R802.7.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural glue-laminated members, cross-laminated M.O. MASONRY OPENING STL. STEEL 2. LOCATION B ALL JOINTS. timber members or I-joists are prohibited except where permitted by the manufacturer's recommendations or where the effects of such alterations are Exceptions: BM BEAM SUSP. STRUCTURAL 3. REQUIRED BEARING WIDTHS. 1. Air-impermeable spray foam products shall be permitted to be applied without additional joint seals. BTM BOTTOM F C NTL. METAL SUSPENSION 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. P P Y P P PP 1 / FLOOR COVERING CHANGE SUSP. 4.2. TOP CHORD DEAD LOAD. specifically considered. BLKG. BLOCKING SGD SLIDING GLASS DOOR R802.8.1 Bridging. Rafters and ceiling joists having a depth to thickness ratio exceeding 6 to 1 based on nominal dimensions shall be supported laterally by 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 F.D. FLOOR DRAIN N.I.C. NOT IN CONTRACT 4.3. BOTTOM CHORD LIVE LOAD. blocking, diagonal bridging wood or metal or a continuous 1 inch b 3 inch wood strip nailed across the rafter or ceiling joists at intervals not exceeding continuously welded joints and seams, and locking-type joints and seams of other than the snap-lock and button-lock types. BRG. BEARING FDN. FOUNDATION MS SQ. SQUARE g 9 9 9 ( ) Y P 9 1 9 BRK BRICK FUR. FLOOR (NTS) NOT TO SCALE 4.4. BOTTOM CHORD DEAD LOAD. r- ,� n r r` 8 feet. N1103.3.3 (R403.3.3) Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage. TB TOWEL BAR 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPUCATION. iii � , r c.i °r BSMT BASEMENT FP FIREPLACE I CO R802.9 Trimmer joist: single header cnd trimmer for openings up to 4'-0° and doubled over 4'-0" unless otherwise noted on plan. Connect with tecos for header N1103.4 (R403.4) Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105'F (41'C) or below 55'F (13'C) shall CENTER LINE O.C. ON CENTER T & G TONGUE AND GROVE 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. Q N N N ri � -7 C\i � J 9 Ct F.R. FIRE RATED TOP OF GRADE SLAB 6. EACH REACTION FORCE AND DIRECTION. ❑ N N ri ri cfl joist spans of 6'-0" and greater. 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 OPER. OPERATOR TGS FRAME TFw TOP OF FOUNDATION WALL 7. JOINT CONNECTOR TYPE AND DESCRIPTION E.G., SIZE, THICKNESS OR GAGE AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY 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 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 9FT. FOOT FEET ) THE JOINT than a 1 inch space shall be provided between the insulation and the roof sheathing and at the location of the vent. or other approved heating and cooling calculation methodologies. / TYP TYPICAL LOCATED RELATIVE TO N INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. COL. COLUMN FTG OPT. OPTIONAL 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. N1103.6 R403.6 Mechanical ventilation Mandato The building shall be provided with ventilation that meets the requirements of the 2015 International Mechanical FOOTING T TREAD ( ) (Mandatory) 9 P q CONC. CONCRETE O.S.B. ORIENTED STRAND BOARD TR TOWEL ROD 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. Code (as amended), the 2015 International Residential Cade (as amended), or the New York City Construction Codes, oz applicable, or with other approved COND. CONDITION GA GAUGE OZ. OUNCE 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD, Section R807 Attic Access TRPL TRIPLE i i ti f means oventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system s not operating. CONT. CONTINUOUS GALV• GALVANIZED I R 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. R807.1 Attic access. Buildings with combustible ceiling or roof construction shall have an attic access opening to attic areas that have a vertical height of 30 / ONE ROD inches (762 mm) or greater over an area of not less than 30 square feet (2.8m2). The vertical height shall be measured from the top of the ceiling G.C. GENERAL CONTRACTOR / 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. CONST. CONSTRUCTION 1 g ONE SHELF U.N.O. UNLESS NOTED OTHERWISE z � CTSK. COUNTERSUNK GEN. GENERAL framingmembers to the underside of the roof framing members. Section N1104 (R404) Electrical Power and Lighting Systems PC POURED CONCRETE * DRAFTSTOPPING: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR-CBUNG ASSEMBLY, DRAFTSTOPS SHALL BE g z 9 Gam• GYPSUM CL The rough-framed opening shall be not less than 22 inches 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 C.O. CASED OPENING G.L. VERT. VERTICAL INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DRAFTSTOPPING SHALL DMDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. 9 P 9 y ( Y ) y PBD. PARTICLE BOARD a 0, CANT. CANTILEVERGLUE LAM V.I.F. VERIFY IN FIELD WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR-CBUNG ASSEMBLIES UNDER THE Z Z Z Z z Z co N - accessible location. Where located in a wall, the opening shall be not less than 22 inches wide by 30 inches high (559 mm wide by 762 mm high). high-efficacy lamps. PL. PLATE 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 C.T. CERAMIC TILE HGT. HEIGHT W WASHER FOLLOWING CIRCUMSTANCES: O O O O O z H w CLG. CEILING HDWR. HARDWARE PNL. PANEL access measured vertically from the bottom of ceiling framing members. See Section M1305.1.3 for access requirements where mechanical equipment is Section M1305 liance Access HORZ. HORIZONTAL,HORIZONTALLY PWD. PLYWOOD W/ WITH FLOOR FRAMING IS CONSTRUCTED OF TRUSS-TYPE OPEN-WEB OR PERFORATED MEMBERS > > > w > > a- C.M. j APP C.M. CROWN MOULD WD. WOOD MATERIALS: DRAFTSTOPPING MATERIAL SHALL BE NOT LESS THAN 1/2 INCH GYPSUM BOARD, 3/8 INCH WOOD STRUCTURAL PANELS. w w w W w w N D located in attics. M1305.1 Appliances access for inspection service, repair and replacement. Appliances shall be accessible for inspection, service, repair and replacement without C.R. CHAIR RAIL HD.WD. HARDWOOD PF. PREFABRICATED WWF WELDED WIRE FABRIC . w m ai v 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/0 WALKOUT Section R902 Fire Classification replaced. A level working space not less than 30 inches deep and 30 inches wide (762 mm by 762 mm) shall be provided in front of the control side to D DRYER HDR. HEADER PROD. PROJECT / PROJECTED WNDW WINDOW `o PENNY HB PSI POUNDS PER SQ. IN. TYPICAL ROOF & FLOOR TRUSS NOTES: o R 902.1 Roofing covering materials. Roof shall be covered with materials as set forth in Sections R904 and R905. Class A, B or C roofing shall be installed in service an appliance. HOSE BIB \, jurisdictions designated b law as requiring their use or where the edge of the roof is less than 3 feet 914 mm from a lot line. Class A, B and C M1305.1.3 Appliances in attics. Attics containing appliances shall be rovided with an opening and a clear and unobstructed passageway large enough to allow removal DEL. DOUBLE PSF POUNDS PER SQ.FT. j g y q g g ( ) pp' g pp' p p g p g y g g I.D. INSIDE DIAMETER roofingrequired b this section to be listed shall be tested in accordance with UL 790 or STM E 108. of the largest appliance, but not less than 30 inches 762 mm high and 22 inches 559 mm wide and not more than 20 feet 6096 mm Ion measured DIA. DIAMETER * TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND MANUFACTURE OF METAL-PLATE-CONNECTED WOOD TRUSSES SHALL N q y 9 pp ( ) g ( ) ( ) g INGR. IN GROUND P.T. PRESSURE TREATED r 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. DIR. DIRECTION INSUL. INSULATION QUAD. QUADRUPLE COMPLY WITH ANSI/TPI 1. THE TRUSS DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF NEW YORK. P P Y P P P Ys 9 9 P 9 Y P 9 PP * identified with a fire classification in accordance with UL 2703. Class A, B or C photovoltaic panel system shall be installed in 'urisdictions designated b law ON DOWN TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT WOOD MEMBERS CLAMPED IN RIGID FIXTURES DURING ASSEMBLY TO P P Y 1 9 Y M1307.3 Elevation of ignition source. Appliances having an ignition source shall be elevated such that the source of ignition is not less than 18 inches (457 mm) DR. DOOR INT. INTERIOR REQ'D REQUIRED INSURE TIGHT FITTING JOINTS. REF. REFER TO REFERENCE as requiring their use or where the edge of the roof is less than 3 feet (914 mm) from a lot line. above the floor in garages. DW DISH WASHER I.S. INSIDE CORNER RMS. ROOMS * TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND R 903.2.1 Exposed wall flashing required' to have a kick-out where the eave of the roof intersects a wall to prevent water intrusion into the wall assembly. M 1502 Clothes dryer duct maximum length not to exceed 35' from the connection to the transition duct and reduced 2-1/2 inches for every 45 degree bend and DWG, DRAWING JT. JOINT REINF. REINFORCING,REINFORCED METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN DESIGNED AND INSTALLEID TO PREVENT ROTATION AND PROVIDE Z R 905.1.2 An ice barrier/ water shield shall be installed per manufacturers specifications, to maintain product warranty. Carry down front of fascia, min 4" 5 feet for each 90 degree bend. Install booster fan for additional lengths. Clothes dryer exhaust system shall comply with code section M1502 listed and KSI KIPS PER SQUARE INCH LATERAL STABILITY IN ACCORDANCE WITH ACCEPTED INDUSTRY PRACTICE SUCH AS THE SBCA BUILDING COMPONENT SAFETY INFORMATIOIN (BCSI) GUIDE TO GOOD PRACTICE FOR W typical. I 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. HANDLING, INSTALLING & BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. U YP APPY • P 9 * TRUSS MEMBERS SHALL higher. Ice protection requirements per table R301.2(1). Install ice & water shield at all eaves, gable ends, hips & valleys. On roofs slopes less NOT BE CUT NOTCHED, DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE APPROVAL OF'A REGISTERED DESIGN PROFESSIONAL. 0.. 0 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 M * THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY BRACING HAS 0 O m 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 BEEN DESIGNED AND INSTALLED FOR THE INSTILLATION OF THE TRUSSES. W ❑ slopes from two units vertical in 12 units horiiontal (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 v Iii underlayment application is required in accordance with Section R905.1.1. framing member that the piping passes through is a bottom plate, bottom track, top plate or top track, the shield plates shall cover the framing member Q = R 905.2.5 Fasteners. Fasteners for asphalt shingles shall be 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. GRAPHIC SYMBOLS WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: I.-4U ❑ gage [0.105 inch (3 mm)] shank with a minimum 3/8 inch diameter (9.5 mm) head, complying with ASTM F 1667, of a length to G2426.7.1 (502.7.1) Door swing. Appliances and equipment vent terminals shall be located such that doors cannot swing within 12 inches (305 mm) horizontally of - All general notes unless otherwise noted on plans or product specifications. Z penetrate through the roofing materials and not less than % inch (19.1 mm) into the roof sheathing. Where the roof sheathing is the vent terminal. Door stops or closures shall not be installed to obtain this clearance. - All applicable state & local codes, ordinances and regulations if any. 0 o G2427.8 A mechanical draft venting system, excluding direct vent appliances, shall terminate not less than 4 feet below, 4 feet horizontal) from or 1 foot above an STRUCTURAL CALC. REFERENCE (q ® - In areas where the drawings do not address methodology, the contractor shall be bound to perform strict W9 11 less than '/, inch (19.1 ITIm) thick, the fasteners shall penetrate through the sheathing. 9 Y 9 PP y Y XX cam liance with manufacturer's specifications and or recommendations. W R 905.2.8.3 Sidewoll flashing. Base flashing against a vertcal sidewall shall be continuous or step flashing and shall be not less than 4 door, operable window or gravity air inlet into any building. The bottom of the vent terminal shall be located not less than 12 inches above finished ground DETAIL REFERENCE p' p / Q inches (102 mm) in height and 4 inches (102 mm) in width and shall direct water away from the vertical sidewall onto the roof level. x c� - General contractors and subcontractors to review these construction documents upon receipt from architect The vent terminal of a direct vent appliance with an input of 10,000 BTU per hour or less shall be located not less than 6 inches from an air opening FLOOR FINISH CHANGE ❑ or into the gutter. Where siding is provided of the vertical sidewall onto the roof or into the gutter. Where siding is provided on PP P P Y P 9 `` and report any and all discrepancies including any dimensional conflicts, immediately to architect for the vertical side wall, the vertical le of the flashing shall be continuous under the siding. Where anchored mason veneer is into the building. Such an appliance with an input over 10,000 BTU per hour but not over 50,000 BTU per hour shall be installed with a 9 inch vent r T , g g g. masonry corrective measures prior to construction. F.L. provided on the vertical sidewall, the base flashing shall be provided in accordance with this section and counterflashin shall be termination clearance. x P 9 P 9 # DOOR � HARDWARE TYPE - DO NOT SCALE DRAWINGS. DIMENSIONS SHALL BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED, Iii v provided in accordance with Section R703.7.2.2 The vent terminal of a direct vent appliance with an input of over 50,000 BTU per hour shall be located not less than 12 inches from any air opening into � W P }(X XX - The general notes and typical details apply throughout the job unless otherwise noted or shown. F c0 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 overlapped not less than 2 inches (51 mm). Drip edges shall extend not less than 14 inch (6.4 mm) below the roof sheathing )(X XX - DISCREPANCIES: The contractor shall c 0 co ompare and coordinate all drawings; when in the opinion of the ~ co 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 02439 (614) Clothes Dryer Exhaust #}--= PARTITION TYPE contractor, a discrepancy exists, the contractor shall promptly report it to the architect for proper Z Iii� adjustment before proceeding with the work. �deck at no more than 12 inches (305 mm) o.c. with fasteners as specified in Section R905.2.5. Underlayment shall be installed G2439.1 (614.1) Installation. Clothes dryers shall be exhausted in accordance with the manufacturers instructions. Dryer exhaust systems shall be independent of all Q over the dri ed a aloncl eaves and under the dri ed a alar rake ed es. other stems and shall carve the moisture and an roducts of combustion to the outside of the buildin . - OMISSIONS: In the even certain feature of the construction are not fully shown on the drawings, their Z v P 9 P 9 9 9 sY Y Y P 9 (� ❑ nz ❑ cn R 1001.1 Masonry fireplaces & chimneys to be constructed in accordance with Section R1001 and the applicable provisions of Chapters 3 G2439.4 (614.5) Dryer exhaust duct power ventilators. Domestic dryer exhaust duct power ventilators shall be listed and labeled to UL 705 for use in dryer exhaust construction shall c of the same character as for similar conditions that are shown or noted elsewhere on and 4 of this code. duct system. The dryer exhaust duct power ventilator shall be installed in accordance with the manufacturers instructions. the construction document set. R 1003.9 Termination. Chimneys shall extend not less than 2 feet higher than any portion of a building within 10 feet, but shall not be less - All work is to be performed in a professional manner and in accordance with best practice and consistent QED q than 3 feet above the highest point where the chimney passes through the roof. Section P2607 Waterproofing of Openings with manufacturer's and supplier's recommended installation procedures. 0 ��5o ERT R 'Si�� P2607.1 Pipes penetrating roofs. Where a pipe penetrates a roof, a flashing of lead, copper, galvanized steel or an approved elastomeric material shall be installed - The architect has not been retained to perform framing inspections and / or field inspection. The architect H <v R`� n Section R1004 Factory-Built Fireplaces in manner that prevents water entry into the building. Counterfloshing 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 Z,c R 1004.1 Factory built fireplaces shall be listed and labeled and shall be installed in accordance with the conditions of the listing. Factory internal cross-sectional area of the vent pipe to less than the internal cross-sectional area of one pipe size smaller. with respect to the construction documents. W c built fireplaces shall be tested in accordance with UL 127. PURSUANT TO SECTION 69.5 (b) OF THE NEW YORK STATE EDUCATION DEPARTMENT, REGULATIONS OF THE COMMISSIONER ("REGULATIONS"), 8 NYCRR 69.5, ENTITLED 2Z R 10004.5 Gasketed fireplace doors. A gasketed 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: IT IS A (!1� �. �� system has been specifically tested, listed and labeled for such use in accordance with UL 127. �- R 1006.1 Factory built or masonry fireplaces shall be equipped with an exterior air supply to ensure proper fuel combustion unless the room VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER AND ITEM IN ANY WAY. 9 3anp is mechanically ventilated' and controlled so that the indoor pressure is neutral or positive. See sections R1006.1.1- R1006.5. El FNy .... .. . . ........... 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 NUMBER cellulose) shall be written in inches (mm) or markers that are installed at least one for every 300 square feet (28 m2) throughout the attic space. The markers shall be affixed to the trusses or joists and marked with the minimum initial installed thickness with 2 0 1 6 0 2 3 numbers not less than 1 inch (25 mm) in height. Each marker shall face the attic access opening. Spray polyurethane foam thickness and installed R-value shall be listed on certification provided by the insulation installer. W UNIT 5 5 UNIT 56 Q SHEET NUMBER CL z (MODEL B- 1 ) (MODEL B- 2 ) T2 W I I I I I 01 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WHEN NOT ALI6NED WITH RAFTER, U) 05-W X 24'MIN ROOF CONNECT KING STUDS TO TOP PLATE ATTACH TO EACH PAIR FRAMING WRAP I-I/4"X22 6A.6ALV.COIL STRAP 2x4 OR 2xb Z 05-W X 24"MR OF GPP05M6 R4gB1 5 OVER TOP OF TOP PLATE AND NAIL W P"1 ATTACH TO EACH PAIR 2x ACO LEDGER I-V 2-3/8"x5" LA6 CRIPPLE STUDS p a' RAFTERS ROGP RAFTER ROOF RAFTER, BOLTS® Ib"OG INTO STUDS DBL T� � Ib"O.G. U ` sEE PLAN SEE PLaN 2X BLOGKIN6 k O 51MP50N STRONG-TIE A35® EVERY RR AT 2 END BAYS 0 16 V 0- a2 2X4 STUD WALL OR oil"STRLHK� SrRON6 ° - - GEILI'T M CH OR W STRON60ATGKK55 � l � � C/ L_ = � c`Ua -TE M.5 TE HG, 5IMP50N STRONG-TIE TR 65 BOTTOM CHORD 51MP50N H2 CONNECTOR a EA. L 51MPSaN STRONG-TIE N2 8D NAILS RVIDE STRAPS SHALL DE ATrAaV TO EACH PAA Gf OR'05N6 RAFTERS. ALTERNATE TO RIDGE 5n2AP: H5 0 EVERY RR RAFTER TO STUD AND KIN65 U U �-' 5 <- TYR 8d NAILS TYP. RpyE S�Apr q�� yy}Q.I COLLAR T'E=5 X PROVIDE 2X4 COLLAR TIE AT (WHEN ALIGNED) NOMINAL*OR 2X4 UMn ARE 10GATID M THE LI PPER THRD OF TIE UPPER THIRD OF THE ATTIC SPACE ■ 2 p o r- �N AND USE IN COMBINATION ONLY WHEN STUD5 AND W1�I STUDS ;'= N �- FOR USE HU 410d AT EACH GS-22 STRAP AT H .� RAFTER) rn 5 5P rr ro P Gf W d NAILS ATTIC AGE MDA AGI® �I A42 RAFTER /4-10 'RAFTERS AL16N -RAFTER5 DO NOT AL16N L5U26 FOR 2xb EACH STUD,SEE ADER CO L) LSU2B FOR 2x8,2X10,OR 2x12 DETAIL 4 a� j O >✓ n� co i \ U a o FRAMED OPENI 6 �' FOR WIN !OR ❑ U M - =y; -RI DC E STRAP DETAIL / -RI D(E STRAP DETAIL LU2&6 N ERONG-T1E 2x4 OR 2xb OR DOOR M (FOR OATH.OL65 WITHOUT COLLAR TIE-5) / (WITH OR WITHOUT COLLAR TIES) LU28® EVERY GJ STUDS® Ib"O.G. � � CONNECTORS REQ D 2x AGQ LEDGER W/3/8"x5" LA6 NO SPECIAL FT d eo'�'vler N.TS. LOCATE AT E1(ERY RAPTtSR (�)NTS. LOCATE AT EVERY RAFTER BOLT® Ib"oG INTO STUDS IN TH15 AREA ~ 5hQ50N 5TRlN(� 5tvP50M STRONG STRAPPING TO BE 1-1/4'X 22 6A. 6ALV., DETAIL 4101.ALL STRAPPING GAB E END HALLTO BEAR A MIN.OF 10'ON FRAMING. -rle Lrs -re rw / ----OR SD MALS T 1 TI IGD MAY LE(kED F APFi I® / I- O I`G H -ROOF L TE HI6 OR 11105 Ov13t I/2"StfATI1PKa K W. / -- -- 8D NAILS IYP. / , ,�,51�ANp U5E IN GOMBINATION ONLY WHEN 5TUD5 AND STRAPP I NC DETAIL DETAIL T ATTIC FOR Z 'RAFTERS AL16N 'RAFTEF5 DO WT AL16N I N.TS. OLN.T S. 5TRAPPIN6 TO RUN ONTO RIM JOIST,SEE O DETAIL q/DI(ONE STORY)OR ONTO 5TW 0 U AT WALL BELOW(TWO STORY) i. ROOF RAFTER HURRI GANE TIES\\\ • • " • UN.T S. LOCATED AT EVERY ROOF RAFTER ` ATT I G • • • Z O • STRAPP I NO DETAIL U ° P05r GAP Cap-4, �Z FOR FRAME GONNEGTI ONS o • USE 15666(3-4 AT I3�D5 DI LL °• N.TS. � 2ND FLOOR / � 5 FROM ZQj� C) / STRAP Az�X)2x PROVIDE 3'X`:43 'X3"WASHER PLATE AT ALL ANCHOR BOLT5 KING STUD ENTOILHEADER ❑ COLUMN POST TOP ANCHOR P�-6QNr 51MP5ON PAB OR 56 ANCHOR BOLTS MAY BE U5ED IN LIEU OF r T 1 STRAP 6rARr NALS THREADED ROD W/WASHER PLATE. / LOCATE AT EVERY COLUMW&IRDER CONNECTION H/2"IP FRRvf PROVIDE 3'Xb'XO36'6ALV.STEEL PLATE W/ EWNAILS MR IN r A TH / N.T5. BD Gf STIp 6-80 NAILS AT CORNERS AND INTERSECTING (r,LFIJ6TFI ) i ' l NAILS PLATE IN 1Z 11WALLS.NAILS AT A BUTT JOI SIN STRA16HT 51MP50N LSTAI2 STRAP W/ -r WALLS WHERE THERE 51N6LE PLATE OR HEADER 5-I00 NAILS EACH END AT r NAILS GtF1E2 SPrW 2X6 KING STUDS NAND: EACH JACK STUD GUr LENOTH / NAILS ~ 24'MINIMUM LAP SPLICE ONE AT SPANS UP 70 6 FST TWO FOR SPANS 6 TO 12 FST O nun MEL DP 0 5/8"m A301 ROD THREADED b" BOTH ENDS. T>�FOR SPANS 12 r0 16 FEET 2X6 JACK STUDS NDNJ: � D�rANYE 6F 7/r PRF-DB�tr 3/4"AND In ROD AT 51MP50N STEEL STRONG WALL,SEE PLAN5 12-16D MIN.NAILS ONE AT 5PAN5<b' EW Lim IST FLOOR LS AT ALL SPLICES TWO AT SPANS FROM V TO 12' �"Mpl UNLE55 NOTED OTTHREE AT SPANS HERWISE ON PLAN 5IMP50N POST BASE iV (4)NAILS MR N I ABU44 OR ABU66,SEE PLAN 2"X3/8 " ER PL NUT EACH SIDE 0 r LMm(�) 65-22 COIL STRAP UPPER STORY SHEAR _ HALL TO GIRDER ALTERNATE ANCHOR BOLT DETAIL ® EXTERIOR WALL ❑ W FLOOR TO F=LOOR TIE=S I l � BELOW GONNEGTION Q q�N EOR SET BACK HALL5 HDU HOLD-DONN5 AND 5TRONG WALL DOUBLE TOP WALL PLATE SPLICE DETAILHEADER GONNEGTION .TS. LOCATED AT EVERY STUD ( \\ FOUNDATION MINI HOOKED ANGNOR BOLT EXPANSION T" 13 NTS. I I 16 NOT: I \ MINIMUM W/5'MI B78EDh1ENT COL.STRAPS LHDER SIE nft PROVIDE Sd 0J46N(0131 x 25'L M)WI-15 \ NTS. 60L 5MAP5 M 6 FARM PROVIDE:IOd GOAM(ON x 3"LONG)NAILS. I \ \\\ 0(9 �N COLUMN POST BOTTOM A4NGHOR •T•5• LOCATE AT EVMY COLUMN/eIRMR.CONNECTION , , , ALLOWABLE HOLES - U) W nrT VAI"JKx 8D NAIL®b'0/0 AT ALL PANEL E06E5 Ib[)NAIL®24"0/G U \ WXE8AN4_6TOT:NNID LVL Headers and Beams z IbD NAIL®24'0/G A5 PER WFc� HIP RAFTER, ■ OR R"RAFrHt SIMM�N�EPR TIE SEE PLAN INTERIOR SHE TMB 6 ('I-YW°°D 1.3E TimberStrand® anldrollarrle LVL Lij NOTE:WHERE 24'WIDE MINIMUM FULL HEIGHT (4)N45 MM. N LSL hole zone Parallame PSL 2 x diameter of the depth U WALL RETURN 15 PROVIDED AT ENDS Gf I n"LBJSTH hole zo largest hope(minimum) O BRACED WALL LUNE THE 800 HOLDOYAI MAY 1314'MIHINut r LE%TH�N) SD NAIL®6"o/G BE ELIMINATED. PROVIDE TWO(01E AT EACH SIDE)CS-22 STRAPS PER DETAIL 4 IN LIEU OF I 5IMP50N BP KWER C o AT ALL PANEL EDGEJ INTERIOR d ° - T . . . . .- - - - - - o 0 L5TA3b STRAPS SHOW IN THE DETAIL NAIL 5HEATHIN6 TO EXTI RIOR GYPSUM BOARD o 0 0 SILL PLATE W/8d 2X AGQ SILL PLATE. DOUBLE o - NAILS o 4'0/C SILL AT FULL BASEMENTS Microllam® LVL and 5/8 DIA STEEL ANCHOR Paraltam®PSL J 7'MINIMUM BOLTS MAX.2'-8'O.G_ - - - - - Ix b MT VMl EY 8D NAIL® 12'O/G A7 ALL EMBEDMENT EXTED BOLTS MIN.7'INTO 05-22 COIL STRAP JAM SIWP TO RAFIHt MEMBERS NOT AT PANEL EDGES, FON NTH n6HIENED Nff 4 Da OW. allowed hole zone 3'x 3'WASHY TO EL BOLT. () � S�pSpld LTP4 PLATE NAUP TO -L5TA36 W/10 ION NAILS #4 CONTIMCAJ5 BAR PROVIDE TERMITE SHIED SILL SILL RAPE 5naaoN taL STRAP IS/32"050 OR INSIDE CORNER OUT51DE CORNER middle y3 span LOCATED 2'ro b' � AND MAINTAIN V MIN. RAM MD SILL RATE 0 W0/G AT Anal RNTIR MM PLYWOOD SHEATHING 1- INTO 51UD ABOVE AND FROM WD TO FINISHED GRADE WEY Ax lira d 1.3E TimberStrand® LSL allowed hole zone d r- 1- r` T�1102q EACH GORIER FROM TOP of WALL NOTE: NAL As PER TAN! 3.!D wrcu PLAN VIEW PLAN VIEW General Notes Lu Q vi N N Ci r; `° - EXTE�RIOR MALL TOP to " �' 5�FOUNDATION PLAN COIL 5TRAP5 UNDER SHEATHIN6 PROVIDE:8d COMMON(0.131 x 25'LONG)NAILS.COIL �/ �Q /� /� �7 N N C i oM 7 STRAPS OVER SHEATHING PROVIDE:ION GON•PNON(0.131 x 3'LONG)NAILS. EXTERIOR CORNER HEADER MA HOLE SIZE ND • headers and d beams suitable for uniformly Loaded to LAY-OVER OR F=ALSE GALLEY PLATE H I� GONNEGTION � ��n.�5T�OR�YG�ORNER GONNEGTORS TYPICAL ANCHOR BO�1: STUD TO RIM JOIST TO SILL PLATE= STRAPPING DETAIL WALL ERAMINO 4�" ," • Noholesi Canty5�„ 13/" • No holes in cantilevers. 7%4"to 20" 2" . No holes in headers or beams in plank orientation. LOCATED AT EVERY CORNER N.TS. ATION AS NOTED N.TS. LOCATE AT EVgRY STUD N•T•�-�• N•T•�.7• N'T'S' See illustration for Allowed Hole Zone DO NOT cut,notch or drill holes in headers except as U indicated in illustrations g Z and tables. U) a L1 Z Z Z o Z Z Z N A MINIMUM OF TWD BRACED WALL LINES(EHL)�IN EACH DIRECTION OF A BUILDIN5. BNLS SHALL NOT BE 5PACLP WMW STRAP*117 WALL OEATHND DXT15W STRAP App WALL%EA O O O P O O Z5 � H MORE THAN 60 FT APART. WALLS WITHIN A BW.SHALL NOT BE OFFSET BY MORE THAN 4 FEET FROM A BNL. BWL LOCATIONS ARE ATE TO TOP m PONT WALL r U�-��I� NOS: TO TOP GP POM(WAL r UtD�I _� �_n �_ j cn to a Q � INDICATED ON FLOOR PLANS 2 FT MAX PONY WALL MAY BE I I 2 FT MAX PONY WALL MAY BE > > > w > > SIMPS N DfTIZ HaP"AT 65-W W.46 D A BRACED WALL PANEL(BHP)SHALL BE61N WTHIN 10 FEET OF EACH END OF A BW_ THE DISTANCE BETI^EEN ADJACENT PLACED ON TOP OF HEADER PLACED ON TOP OF HEADER � � � w � � m m U Wal a•D P*&5(LYPE Al M A5 RPC M ED6E5 OF ews SHALL NOT BE eREATER THAN 20 FST. THERE SHALL BE A MINIMUM OF TWO BHP ON EACH BWL EXCEPT AT ®II AT WX2P Wal DETALS G MD D. WALLS(16 FEET LONG MAY HAVE ONE 48"OR LONGER BW. BNP5 A R2 TYPICALLY G5-W5P SHEATHED BRACED WALL PANELS ®f (TYPE A)OR GYPSUM BOARD GB(TYPE B). PROVIDE TYPE G,D,E,OR F PANELS AS NOTED ON PLAN WHERE BIP TYPES A 3 I/2'WIDE LVL HEADER(SEE PILAW o ®II 5-0 NAILS AT PrgZ AND B DO NOT GiUALIFY DUE TO MINIMUM LENGTH REQUIREMENTS OR ADDITIONAL CONTRIBUTING LENGTH OF BHP 15 REGLUIRED. CONTINUOUS TO OUTSIDE OF PANEI N BHP TYPES ARE INDICATED ON FLOOR PIANS. N ® 3/8'0 THREADED ROD z Z v J ® G5-H5P GONTINLUOUSLY SHEATHED BRACED WALL PANELS(TYPE A)SHALL MEET f NOTE,WHERE 24'WIDE MINIMUM RAL IE16W THE MINIMUM LBJ6 OF TABLE'RG02.105. NAIL 7(6"MINIMUM WALL CONTIN10U5 114 MIN DEEP HEADER TO H=- GONTINUOUS IIY4'MIN DEEP HEADER TO i ■ ■ OUTSIDE KING STUD(SEE PLANK) Q OUTSIDE KING STUD(SEE PLAN) IQ PANEL EDC�E WALL RETURN IS PROVIDED Ar ENDS of SHEATHING PITH 8d NAILS O 6 O/G tED6E5)AND D O/G(FIELD)ApB�PROVIDE 2X �( 05-145P BRACED WALL LINE THE 800# BLOCKING AT ALL UNSUPPORTED PANEL.ED6C-5. PROVIDE 800 POUND HOLD" FASTEN J'SHEATHIN6 TO HEADER WA � FASTEN J'SHEATHING TO HEADER IN � � Z Qom+ HOLDOWN MAY BE ELIMINATED. PIER DETAIL Iq OR 20 AT ENDS OF BRACED WALL LINES THAT DO NOT HAVE W NAILS®3'0/G IN EACH DIRECTION 8D NAILS o 3'0/G IN EACH DIRCGnON LU EITHER A 24"MINIMUM FULL HEIGHT WALL RETURN OR A 48'MINIKH BHP. SIMP50N L5TA24 STRAP ON BOTH 51DE5 AND 51M'SON LSTA24 STRAP ON IINSHFATHED TRIM TOP OF PANE.AS REG D CU EACH OF HEADER TO JACK STUD W/16-100 NAILS FACE W/IG,-IOD NAILS O r T T } w TABLE Rb02.105 MINIMUM LENGTH REQUIREMENTS OF 65-W R Z z 6114.505 EM6.6 F•L•( m GONTNUOU5LY SHEATHED BRACED WALL PANELS FASTEN TOP PLATE TO HFADBt W/2 H FASTEN TOP PLATE ro LEADER W/2 _ J ROWS OF Ibd NAILS 0 3'0/6 z ROHM OF lbd NAILS B 3'0/G Z WALL MIN PANEL PORTAL BOTH SIDES STRAPS PER PAWEU W 1�1 W WALL AJAGENT CLEAR MINIMUM L.EN6TH OF S O 0 HEIGHT(FT) WIDTH'L' v w HEIGHT(FT) OF'NG HEIGHT BRACED WALL PANEL PANEL 94ALL HAVE A LENGTH t'OF NOT PANEL SHALL.HAVE A LB16TF4'L'OF NOT g 28' LU V 2 Q - 51MP50N CM COINUR MUT <b4• 24' LE%THAN 16'FOR 8 FT WALL,IV FOR q LESS THAN 16'FOR ONE STORY AND 24"FOR FT WALL,AND 20'FOR A 10 FT WALL� FIRST FLOOR OF TWO STORY APPLICATION. 9 32' Z V 0 8 64"TO 80" 32' _ _ 51MP5oN SW58 STRONG-NL^Jl 5B Z 80"TO 9b' 36'' X PLAN FOR ACTUAL LENGTH XX SEE PLAN FOR ACTUAL LENGTH IO 34" PANEL,VERIFY PAN✓LL 15 PL I1MB <b4" 2T" GYPSUM BOARD "GB"BRACED WALL PANELS(TYPE B)SHALL BE 3/8'm ANCHOR BOLTOR q 64"TO 80" 30" 48'MINIMUM IN LENGTH ON BOTH SIDES OF WALL PER TABLE - ADHESIVE ANCHOR ■ ° (2)JACK 5TUD5 MIN.OR PER PLAN I-. (2)JACK STUDS MIN.OR PER PLAN 12 42" NOTE:DETAIL APPLIES TO W ~� n 80'TO qb 41' -Rb02.105. 5EGURE)� 6YPSUM BOARD WTH bd COOLER NAILS, � BOT}I ENDS HEAVER 0 <b4' 30" Agl5"X IV 6YPSUM BD NAILS,OR.Og8'X I%'PJNNIA AR R1N6® • 10 64"TO 80" 30" NAILS a"I'O/G(EDGES)AND'1'O/G(FIELD). BLOCKING 15 NOT 1~L 80'TO qb' 3B" -REGUtRED AT UNSUPPORTED PANEL.E P6E5 WHEN PANELS ARE BLOCKING AT PANEL EDGES BLOCKING AT PANEL E06E5 (V ❑ INSTALLED HORIZONTALLY. PROVIDE JOIST OR TRUSS OR RILL «Partial credit for ponel5 36"to 48"wide per Rb02.10.5.2 HEI6w BLOCKING DIRECTLY ABOVE AND BELOW TYPE B WALLS. TYP I GAL HOLDOI^lN DETAIL AT ONE JACK AND Klt�STUDS ONE JACK AND KING 571/75 BLOCKING AT PANEL EDGES °L" EQUAL TO Iii v CONTINUOUSLY SHEATHED WOOD or > 12" FASTEN 7/6'SHEATHIN6 TO EA6H STUD FASTEN T/6"SHEATHING TO EACH STUD TWO KING STNS FRAMED FLOOR A STUCTURAL PANEL "CS-WSP" -TYPE A B GYPSUM BOARD "GB" -TYPE B AND SILL w 6D COMMON NAILS o 3'01r, AND SILL w eo COMMON NAILS o 5'0/c, m FASTEN 71/16'SHEATHING 70 STUD NOT TO SCALE PER FIGURE R602.10.5 NOT TO SCALE PER FIGURE R602.10.5 AND SILL IN 8d NAILS o 4'0/6 Z W PORTAL DETAIL'A'ONLY APPLIES c,�I4xjON FbU5 HOLppl^�N IN 141/4'505 SIM'SONt HOU2 HOLD"W/6-114' N.TS. TO 2 FT TO 18 FT P41DE OPENINGS. QQ TABLE 602.10.3(1)BRAGING REQUIREMENTS BASED ON 14OMPH TABLE 602.10.3(2)WIND ADJUSTMENT TO 'N DOABLE lib STUD 505 SCREWS L NO K/10 ABOVE - O Q � FIDU4 HOLD"W/10-114'505 PAN83.TO 517 DIRECTLY ON TOP OF WIND SPEED,EXP05URE B,30 FT MEAN,ROOF HEIGHT,10 FOOT REQUIRED LENGTH OF WALL BRACING. 2-1/2•0 ANCHOR BOLT OR E>4'ANISION SCRENS IF FLOOR ABOVE. LU ....... CONCRETE FOUNDATION WALL W 6NP`"PM HaP M AT 65-VT 15RAW WALL HEIGHTS,AND 2 BRACED WALL LINES BOLT WITH 2'X2'X3(6'PL WASHER ln'm ANCHOR OR EXPANSION BOLT ADJUSTMENT STORY CONDITION ADJUSTMENT OVER - � ED W4L ENP PAN95(TYPE A)tDU A5 RFS BASED ON SUPPORTING, FACTOR 2-In'A ANCHOR OR EXPANSION BOLT------. YGR RC 4)N AT bRKFD Wal DETAILS G AplD D. GOVT #4 BAR DONT IN TOP OF CONCRETE CONCRETE •4 BAR CONT IN TOP OF CONCRETEC) 5� STORY BWL 5PAGIN6 METHOD 6B $3 TIE eERr 4� SHEATHING EXPOSURE CATEGORY ONE STORY G 1.2 FOIRNDAnON FOUNDATION FOI AnON E- X1 hF� R4 BAR CONT IN TOP AND BOTTOMif" Q 4) S IoD NAILS AT DrrIZ , , , EXPOSURE CATEGORY ONE STORY D 1S PAB5-18 ANCHOR BOLT OR V THREADED OF CONCRETE FOUNDATION 5IMPSON 507/8X24 OR PART-IS ANCHOR 5 4� TOP 10 2S 5.5 EXPOSURE CATEGORY TWO STORY G 1.3 �� TOP 20' S.0' 10.0' EXPOSURE CATE60RY THO STORY D Ib EXTEND WALL SHEATHIN6 OVER RIM J015T ROD W/WASHER PLATE,SEE DETAIL 15/01 ., 2 PAB5-IB ANCHOR BOLT OR% THREADS BOLT OR Ye"THREADED ROD, W •° 7� OVER ROD W/WASHY PLATE,SEF DETAIL 15/71 SEE DETAIL 15/DI = ROOF HAVE TO RIDGE ROOF ONLY 15 FT 1.3 PANFJ_E06E N FRAMED U WALL PORTAL DETAIL'B'ONLY APPLIE5 TO b FT TO IB FT WIDE OPENINGS. U) f TOP 3O' 1.0' I4S' ROOF EAVE TO RIDGE ROOF ONLY 20 FT Ib FLOOR PANE_HAS CONTRIBUTIN6 LENGTH OF 48'TOWARDS R602.10.3(I)MINIMUM LENGTH WALL TO BE USED ON FIRST FLOOR APPLICATION ONLY.PANE.HAS 0 TOP 40' q.0' IbS' ROOF HAVE TO RIDGE ROOF+I FLOOR 15 FT 1.15 51MP50N STRONG WAJL REQUIRES EM61NlEERED DESIGN TO 236 0 REQUIREMENTS FOR BRACED WALL PANELS AT BRACED WALL LINES. WALL TO 13E GONITRIBUTINl6 LENGTH OF 4$'TOWARDS R602.10.3(I)MINIMUM LENGTH TO DETERMINE PANTS.51ZE AND ANCHOR BOLTS FOR ❑ Ev V ROOF HAVE TO RIDGE ROOF+I FLOOR 20 FT 1.3 11582 ON RBST FLOOR APPI.K.ATION ONLY. REQUIREMENTS FOR BRACED WALL PANELS AT BRACED WALL LINES. AGIUAL HORIZONTAL D1516N WIND LOAD AND CONDITION TOP 50' IID' 23.0' ROOF HAVE TO RIDGE ROOF+2 FLOOR 15 FT 1.1 ROOF EAVE TO RIDGE ROOF+2 FLOOR 20 FT NP TOP b0' 13.0' 215' ,I ii JOB N MBER WALL HEIGHT ANY STORY 8 FT OA CONTINUOUSLY SHEATHED PORTAL PORTAL FRAME WITH HOLD-DOWNS ALTERNATE BRACED WALL PANEL ABW SIMPSON STRONG WALL 31b'O ANCHOR BOLT OR , WALL HE16HT ANY STORY q FT 0.45 r� ADFUE-51VE ANCHOR BOTTOM of 2 to, 5.0 105 WALL HEIGHT ANY STORY 11 FT 1.05 C FRAME "CS-PF" DETAIL - TYPE C D "PFH" DETAIL - TYPE D DETAIL - TYPE E DETAIL -:��PF2O OO2BOTTOM OF 2 20' 9.0' 19.0' WALL HEIGHT ANY STORY 12 FT I.I E3 NOT TO SCALE PER FIGURE R602.10.6.3 NOT TO SCALE PER FIGURE R602.10.6.2 NOT TO SCALE PER FIGURE R602.10.6.1OTTO SCAENGINEERED METHOD W BOTTOM OF 2 30• 13.0' 27,5' OF���DIRECTION AT STORY 3 1.3 NUMBER OF EK PER PLAN DIRECTION AT STORY 4 1.45 Q SHEET NUMBER NUMBER OF BYE_PER PLAN DIRECTION AT STORY 5 OR MORE Ib BOTT°MOF2 110 ° (_2_1_�BRACED WALL PANEL DETAILS GYP BD FINISH OMITED FROM INSIDE FADE OF BHP 1.4 LL HOEDOWN DETAIL AT SLAB BOTTOM OF 2 50' 21.0' 44.0' APPLIES TO METHOD GS-WSP ONLY UNIT 5 5 (MODEL B- 1 ) UNIT 56 (MODEL B- 2 )BOTTOM OF 2 60' 25.0' 525' GYP BD FASTENING ANY STORY 4"O/G O.l _ NOT TO SCALE APPLIES TO METHOD 6B ONLY W COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED HATCHED AREA 0 ^^ 11 INDICATES LOCATION A 4 2 HR 5EPERATION Z W 10'-0" HIP WIDTH OF FIRE RATED ROOF d WALL PER UL#336 W CC '' WALL SHEATHING,4'-0" B2-5 L ^ E FROM CENTER OF 4'-0" 4'-0" Z) 0 RID6E5 TO ALIGN FIREWALL-EACH SIDE (NO VENTING) (NO VENTING) U m O �--� RIDGE VENT 1 z V w U ZX RIDGE VENT �� v 6"AZEK TRIM BOARD I o o I"x S"AZEK RAKE HI-5 F- i= `�} I"x 3'AZEK TRIM( Cn L �2 Z - 6UTTER5 d LEADERS 12 Z U �' c�0) ALL 6UTTER5 4 LEADER5 SHALL BE BAKED WHITE ALUMINUM.032"MIN.GAUGE,GUTTERS HARDIPLANK NOII `°'' SHALL BE 5"SEAMLESS,O.G.STYLE W/ALL 9 CLAP 51DIN6 // '4 Z4 / 12 12 12 12 U o RELATED REQUIRED AGGE550RIE5. LEADERS00 112 12 = N GUTTERS LEADERS ❑ (� "> b"AZEK TRIM BOARD M SHALL BE MIN.2"x3",.027"GAUGE W/CLIPS d WINDOW 12 _ ALL GUTTERS d LEADERS 5HIALL BE BAKED c) ANGHOR5. CAULK 4 5EAL ALL JOINT5. PITCH +/- I I GUTTERS MIN. I/S"/FT.PROVIDE P.V.G. / WHITE ALUMINUM.032"MIN.GAUGE,GUTTERS RECEPTORS 8"ABOVE GRADE TO RECEIVE HARDIPLANK HORIZONTAL SHALL BE 5"SEAMLESS,O.G. STYLE W/ALL d LEADERS(CLOSED GAP DE516IU. 12 12 a a 8' RELATED d REQUIRED AGGE550RIE5. LEADERS CLAP SiDIN6 OH. OH. OH. EV W ANCHORS MIN. GAULK "SEAL ALL INTS.LPITGH 244b I" "�3 AZE RAKE (TYP) , 12-' 12 RO 3� b"DIAD.AZEK q 12 6UTTER5 MIN. 1/8"/FT.PROVIDE P.V.G. +/- II X 4'-6" - - _ REGEPTOR5 8"ABOVE 6RADE To RECEIVE IN AZEK SHEETING +/- I I 2040 2040 TRIM HOARD 12 LEADERS(CLOSED GAP DE506N). = 6"HIGH BLIND DH DH 6" HIGH BLIND Lu FLA5HIN5 - - - - - FLASHING - O _ w S - - - - - - - - - - - - - - - - - ,_r_ Q � F- - W V x8 FASCIA BD.-' - DINING AREA _ _ o ALIGN PLATE HT. - - - - - - - - -- -- I-0 6„ 6, F 5GI 5 ----I F- OH. _ M.BEDROOM U) OH OH I'-0 Ix8 FASCIA BD. i / PLATE HT. OZ GL05ET_ pH OH PLATE HT. I, 12 LINE OF ROOF I I / oH. - =-1 2-0 9 TRU55 BEYOND i i 0 / � i' l OH. O J� JI��? tl TIC �— -�--�I— I'= -��='I . NO per.. - (3) 2x8 P.T. GIRDER - I-1 � _ I '�PVG SHUTTERS WITH FIXED � Z 11 1 111 11 -- , ❑ 0 10'AZEK I I = � + � -- �- =-I1 'i i I 5HUTIER TOWED HALF BEYOND FRIEZE BD. I I = = k _ O r1 — O ixl2 AZEK -- — i' WIDTH OF WINDOW [� r---� W3 FA5GIA BOARD I I / _ --- TRIM I I _ r II - FI ITTI, COLUMN®GOVE COLUMNPORCH BEYOND PORCH BEYOND I I F� F I I i FIN. 1ST FLOOR — — — — — — — 51MP50N LU528-3 FACE FIN.1ST FLOOR I I MOUNT HANGER ELEV.+O-0' - / - - Li (3) 2x12 P.T. 61RDER BEYOND - - - - - - - - - - - - - - - - - - - - - - - - - - - - - / - - - - - - - - - - - - - - - - - - - - I IR r SOFFIT Ix4 AZEK TRIM LLI Ix AZEK TRIM BOARD OVER I I I I I I HATCHED AREA I I ALL SIDESIifilI I ��E/"mo�i i I p 61RDER5(TYP.) OFINDIRE RATED ROOF d V J v OCATION - - - - - L urlr�mr II OH' I I ( I ( I WALL SHEATHING 4'-0" I I I I m 51MP50N BG52-3/b P05T I I ( I I I I I I I GAP ANCHOR o I I I I I I FROM CENTER OF I I I I ❑ � O 10" SQUARE HBt6 PERMA GA5T I I I I I 11 FIREWALL-EACH SIDE I I I I = COLUMN #46382 W/SQUARE ( I I I I I I I I I I FLAT GAP d BA5E (OR EQUAL) - I I I I I I I I I U 4" 2'-0" i Q CORNER COLUMN TO BE I I I I ( I C 2 HR 5EPERATION PROVIDED W/5PLIT KIT I I - 1 I - - Q I 1 BASEMENT WALL PER UL#336 _ BASfa_1ENT II bx6P.T. P05TWITH5IMP50N --�-fir - - I 4 - - - - - - - - - - - - - - - - - - - - - - - -L - - - - - - - - - - - J I I - - - - - - - - - - - - - - - ABUbbP05TBA5E (TYP - ALL I_ — - - - L - - -- - - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - - - - - - - - -4-1- - - - - - - - - - - - - - - - - - - - - - - - -1- - - - -- - - - - - - - - - - - - - - - - - - - - - - -I- J V GOLUMN5) Z UNIT 56 UNIT 5 5 W TYP. REAR COV. PORCH DETAIL 1 MODEL B-2 (MAGNOLIA)- AMODEL B- 1 INKBERRY �RONT ELEV1�T101�ll o3/4 =1 -01/411 - 1 -0 NV 2 HR 5EPERATION A WALL PER UL#336 B2-5 HATCHED AREA INDICATES LOCATION OF (NO VENTING) (NO VENTING) TYPICAL ROOFING: # FIRE RATED ROOF d WALL 5HEATHIN54'-0" ARCHITECTURAL SHINGLES 15 RIDGE5 TO ALIGN ►- ri o -7 RIDGE VENT FELT UNDERLAYMENT w � � N � FROM CENTER OF FIREWALL-EACH SIDE 5/8" PLYWOOD 5HEATHIN6 0 � N N M fM (O N � RIDGE VENT I"x b" AZEK RAKE BD W/ I"x 3"AZEK TRIM 12"x 0'VINYL HARDIPLANK TYPICAL ROOFING: 6"AZEK TRIM LOUVERED VENT 5 HORIZONTAL CLAP ARCHITECTURAL 12 z 5HINGLE5 15# FELT 9III 11 'r UNDERLAYMENT 6"H16H BLIND 12 6"AZEK TRIM BOARD z FLA5HING 9 z z z O z z Z a 5/8 PLYWOOD 12 0 0 0cn ? o o w 5HEATHIN6Ill c{ I"x 8"AZEK RAKE BD W/ > a g cn in cn a v_� cn I"x 3"AZEK TRIM(TYPJ w W m m v 12'-0"STEPIII NOTE: GEIL.BEYOND ROOF TRU55 DE51C TO / to ROOF 0 COVERED 12 1 ADJUST HEEL HEIGHT FOR / b"DIAD.AZEK N I'ORGH BEYOND q ROOF5 TO BE FLU5H 12 / TRIM BOARD o a a CE32-1 12 10'-10"'9 LINE OF HIGH-6"HIGH BLIND 2 FLASHING 14-1 GEIL.BEYOND FLASHING 2-1. - - - - - - - - - Z TT Q PORCH _ - - - - - - - - -- - -- - - - - - - �h rah - - 1 CREATROOMW PLATE HT. Im---- -- -- - ---' II I I I I I I I I II I I I I I I I� I i I I I I W U uJ I I I I I I I I I B2-I I I I I I I I � I I M16- - I I IZ $ = II I F1 I18'- BWI TH I I BI WI TH i J W o a - v I SZ _ ❑ I I I I I I = II I II p O O I II I I I I I I I , _ I I I I I I b AZEK TRIM � � I I I I i i i i ALL 51DE5 ~ � I I I I I I I I I I ICD II z II IIrr z FIN. 1ST FLOOR i i i i i - I I I I 2020 NYSRG- 8312.2.1 3 -j I i i i FIN. 1ST FLOOR IN DWELLING UNITS,WHERE THE TOP OF THE SILL OF AN Z a - - �. - / / / _ / ELEV. +0'-0° 2020 NY5RG- 62421.5 (503.8) OPERABLE WINDOW OPENING 15 LOCATED LE55 THAN 24" U' o o co - - - - - _ _ VENTING 5Y5TEM TERMINATION LOCATION: �N15HED ORHH E OR OTHER 5URFA E BELOW ON HE OR AND 6REATER THAN 12"ABOVE w o ED THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN II II II EXTERIOR OF THE BUILDING,THE OPERABLE WINDOW SHALL �R Rc b" AZEK TRI L 51DE5 I 1 411 II Ill 1 I III II 1111 I " bxb P.T.P05T WITH 51MP50N INPUT OF 10,000 BTU PER HOUR(3KW)OR LE55 SHALL BE yi I I � �- I I I I I WALL BEYOND I I I I III I 6 AZEK TRIM I ( " COMPLY WITH ONE OF THE FOLLOWING: U_ oeeRr y �. 11111 11 Ill I II II II 6652-3/6 P05T GAP ANCHOR d LOCATED AT LEAST b FROM ANY AIR OPENING INTO A OPENINGS THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE �V- bxb P.T.P05T WITH I I I I I I 1 III If 111 I I 6 AZEK TRIM I SII II II I I I ALL 51DE5 I 51MP5oN ABUbb P05T BASE(T1'P- I BUILDING,AND 5UGH AN APPLIANCE WITH AN INPUT OVER 10,000 ¥ Q 1411 1 111 I ALL 51DE5 1 III II Illi I I I ALL COLUMNS) I TO PA55 THROUGH THE OPENING IN 1T5 LARCE5T OPENED c� < 51MP50N Ek,52-3/b I I 1 10 5GUARE HB46 P11R141A GA5T I I I If E6RE5 III I I I I III I��5 fill I BTU PER HOUR BUT NOT OVER 50000 BTU PER HOUR SHALL BE P051TION. W P05T GAP ANCHOR I pl WINDO III II I II IN5TALLED WITH A 9 INCH VENT TERMINATION CLEARANCE,AND Q 51MP50N,�BU66 I I I COLUMN #46382 l^I/�iQInARE I I I ILS_—�_-- I I IL___WINDOW Jli I I ( AN APPLIANCE WITH AN INPUT OVER 50,000 BTU PER HOUR FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F 2090 2 1 � POST BASE(TYP- I ( i FLAT GAP d BA5E(9R IEGUAL) I I LI_________IJ I( LI_________I J I 9 I I 10 5GUARE HBd 6 PERMA GA5T ( SHALL HAVE AT LEAST A 12 INCH VENT TERMINATION (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO - CORNER COLUMN Tn E COLUMN #46382 W/5QUARE RELEA5E THE CONTROL DEVICE ALLOWING THE WINDOW TO '9 23a�o O ALL C,OL.UMNS) I I I r ( I I I - FDl I I I CLEARANCE.THE BOTTOM OF THE VENT TERMINAL AND THE AIR FULLY OPEN SHALL NOT REDUCE THE NET CLEAR OPENING E y PROVIDED W/5PLIT IKI I q I I I FLAT GAP 4 BA5E (OR EQUAL) I INTAKE SHALL BE LOCATED AT LEAST 12"ABOVE GRADE. AREA OF THE WINDOW UNIT TO LESS THAN 5.7 SQUARE FEET.CORNER ❑ III 2 HR SEPERATION I I I PROVIDED W/5PLIT KITO T JOB I I I I I I I WALL PER UL#336 I I I I JOB MBER BASEMENT _ _ _ - - - - - - Ft - - - - - - -- Ft--�1 _—�, - - �- - -�--t- L-- = - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -Tt= - -- - - - - - - - - - - - - - - - - - - - - - - - - �— BA5EMENT - - -1- - - J 1— J 1- - - -1- - - - - - - - - - - - - - - - - - - - - - - - - - - - -� I - - - - - - - - - - - - - - - - - - -T - - - -- - - - - - - - - -- - - - - - - - - - - - - w2016023 UNIT 5 5 UNIT 56 f� II \ / �I UNIT 5 5 UNIT 56 DUET CLUSTER. u) = SHEET NUMBER B2 5 ���� �L� Y �TI01 `lZ MODEL B- I (INKBER-JPL%-VL ) MODEL B-2 (MAGNOLIA) 1/41 I = 11-011 B B- 2 ) - (MODEL ELEVATIONS W1 W 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED U) SELF FLASHING ASPHALT ROOF SHINGLES Z 5TANDIN6 SEAM METAL LLI E GHA5E GAP 0 RID6E VENT 6" TRIM GAP 0 2 PLYWOOD SHEATHIN67 0 Z 12 (D OPTIONAL HOOD -0 15*ROOFING FELT PAPER 0 L_ 3 co CHASE WITH METAL = co I"t 15) 12, .0-0 a) A GAP AND CULTURED INSTALL ICE 4 WATER > -A( ROOF FRAMIN6 INSTALL ICE I WATER SHIELD SHIELD PER MANLIF TUI;ZER�5 5PE65.TO STONE VENEER PER MANUFACTURER'S, of CCD4 12 . . . . . . . MAINTAIN PRODUCT WARRANTY, GARAGE DORMER F 121 6=F. x SPECIFICATIONS,TO MAINTAIN CARRY DOM FRONT OF FA5GIA- co "F BEYOND LINE OF ROOF:ZBEYOND PRODUCT WARRANTY MIN 4'TYPICAL ci Lo _ 0 z . . . . . . BEnM!2 RID6E VENT NOTE: 0.40 ALLHIWH MIP 151)615 0 <J, w co 4 RIDGE VENT \ . . CAP APPLY ICE I WATER SHIELD IN Lo C) 12 (o 7 FAIR WEAKER WHEN THE AIR, El c) r u 7 . . . . . . . . ROOF DECK AND MEMBRANE M6UTTER c ARE AT TEMPERATURE5 OF 2 40°F(5°G)OR H16HER. 2 C ABLE OH. r RAA6106 FLU5H ROOFS Lu A ixb FASCIA Bo. PO z b-AV- Uri— PLATE HT 0 FRIEZE Bo. fill fill M.BEDROOM A I NOTE: APPLY IGE 4 WATER SHIELD IN PLATE HT. I U IT7 11 FAIR WEATHER TT '77 'OH. WHEN THE AIR,ROOF DECK AIS I MEMBRANE ARE AT NOTE H: OF 40°F(5-C)OR 0 11 L 1 .1 11 1 HIGHER. z PVG 5HUTIER5 WITH FIXED HIN6B. WIDTH OF 0 94UTTER TO BE HALF FA-';GIA BOARD WIDTH OF WINDOW. AZEK 5orFIT BOARD KI 2"CONT. 0 L) T52 VENTING OR VENTED LL Ln 7-TT-FM T� L) VINYL SOFFIT o EXTERIOR HALL 0 rn I I I I Lu - HARDIPLANK 5HIN6LE 51VIN6 11 1 1 1 1 1 11 11 I? - TYVEK OR EQUAL El -1/16"0513 SHEATHING I I I I I I I I I I I I I--Tr--Fr17 DETAIL 2 - 2X6 HOOD 5TUD5 @ 16"OL. 1-771 It m -,b*R-21 BATTS, L I I il ill I -I I I I 1 .1-1.E LLILLI I I I II I I I 1 1111111114 SCALE: 1 1/2" V-0" FIN. 15T FLOOR LLLUA I Ij _FIN. 15T FLOOR 2 1 l WALL @ 6ARA6E 12" 5QUARE H646 PERMA CA5T AZEK TRIM WALL @ BEDROOM �-- O BEYOND COLUMN H/SQUARE FLAT CAP ALL 5IDE5 bxb P.T.POST WITH Ix4 AZEK TRIM #2 BEYOND 4 BASE(OR EQUAL) - CORNER 5IMP50N BG52-3/(o COLUMN TO 13E PROVIDED H/ POST CAP ANCHOR t BATT + 5'(R­Iq) LU LK BATTS, GOMBIqED INSULATION (R-Iq) BATT5 5PLIT KIT 5IMP50N ABUbb VALUE OF(R-4c) GoNTINUOU5 ABOVE BREAK P05T BASE("- FDI ALL GOLUMN5) I" AZEK SHEETING OD V CONT.BLIND FLA514IN6 El w O 2"x 6'NAILER-LAB BOLT TO VERT BASEMENT - - - - - - - - - - - - - - - - ---1 L - - - - -- - - - - - -IT- - - - - - - - - - - - - W DIA X 6"L BOLTS, =-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - co - - - - - - - - - - - - - - - - - - - - - - - - - - - - -i - - - - - -- - - - - - - - -L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - < R16HT END ELEVATION 2"x 6"RR o 16" co 2020 NYSRC,- 62421b (503b) 2020 NY5RG- 8312.2.1 1/4" = I'-O" OG VENTING 5Y5TEM TERMINATION LOCATION: q (R-50) BATT5 z IN DWELLING UNITS,WHERE THE TOP OF THE SILL OF AN W THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH OPERABLE WINDOW OPENINC715 LOCATED LE%THAN 24' AN INPUT OF 10,000 BTU PER HOUR(3KV)OR LE55 SHALL 2"x 4'SOFFIT BMS ABOVE THE FINISHED FLOOR AND GREATER THAN 12" @ 1611 or, 13E LOCATED AT LEAST 6"FROM ANY AIR OPENING INTO A ABOVE THE FINISHED GRADE OR OTHER SURFACE BELOW UNIT 5 5 MO DEL B - I (INKBERRY)- BUILDIN6,AND SUCH AN APPLIANCE WITH AN INPUT OVER ON THE EXTERIOR OF THE BUILDING,THE OPERABLE WINDOW HEADER PER PLAN 0 10,000 BTU PER HOUR BUT NOT OVER 50000 BTU PER WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: 0 HOUR SHALL BE INSTALLED WITH A q INGH VENT *OPENIN65 THAT WILL NOT ALLOW A 4 INCH DIAMETER TERMINATION CLEARANCE,AND AN APPLIANCE WITH AN SPHERE TO PA55 THROUGH THE OPENING IN ITS LARGEST INPUT OVER 50,000 BTU PER HOUR SHALL HAVE AT LEAST OPENED POSITION. A 12 INCH VENT TERMINATION CLEARANCE.THE BOTTOM OF *FALL PREVENTION DEVIGE5 THAT COMPLY WITH A5TM F THE VENT TERMINAL AND THE AIR INTAKE SHALL BE 2080 B TRAN50M WINDOW LOCATED AT LEAST 12"ABOVE GRADE. (THE WINDOW OPENING CONTROL DEV`1GE AFTER RIDGE VENT 132-5 BEDROOM #2 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 5.1 5WARE FEET. 12 LIN:-OF ROOF 2"xb"@ 1b"or,FOR SEAT ui (6 ao BEYOND @ MASTER < V? I'-: — C,� Lq BEDROOM . . I . . . . . . .. r-n- R106E VENT SPRAY FOAM INSULATION OH DOUBLE-HUNG WINDOW— TO COMPLETELY FILL SEAT CAVITY '77 INSTALL ICE 4 WATER SHIELD (2)2"x8"® END W1 A35 5IMP50N CONNECTOR PER MANUFACTURER'5 P 5PEGIFICATION5 TO MAINTAIN OH 511HI50N 142-5A CONNECTORS U) PRODUCT WARRANTY IT I"x 12" AZEK TRIM z U) RIDGE VENT Bp z 1 '*1 . . 1 12 ryp BD U) NOTE: U) z U) U) APPLY ICE 4 WATER SHIELD IN - -------- z z z 0 z z 12 Z w FAIR WEATHER WHEN THE AIR, 0 0 0 p 0 0 U) -7 3/4"TiG 0513 SUBFLOOR- �5 �5 �5 �5 U) ROOF DECK AND MEMBRANE RIDGE VENT 5; 5; 5; - > > GLUED I SCREWED-RUN w III w w w ARE AT TEMPERAT`URE5 OF 1/16" 056 SHEATHING w Q� w w w m co (6 0 CONTINUOUS BETWEEN PLATES, 40°F(506)OR HIC-HER. . . . . . . Alf EXTERIOR WALL 0.1 Wt 12(_)M� BEYOND 0 �,A 6GI 2110H -7' 1 V 12 FLOOR 0 L FASCIAS ALIGN FA5e, JOISTS,@ Iblorl. X tt - Z A T FLOOR LINE ZF DIN AREA BEDRM#2, GREAT ROOM_ _Z -PLATE HT.. PLATE HT. PLATE HT. unlll CH. 10 1' 4 10"AZEK .*..4 w 1 �_ =1� � 0 � � I I I I OH' FRIEZE BD. UNFIN15HED OH.ml GH (D OR w TIT T EXTERIOR WALL -1 Ft7 10" SQUARE H6467PERMA 1111 1 1 1 Id 7FT 11 TTT Lu w GA5T COLUMN #4b352 Wl- -HARDIPLMK SHINGLE 51DIN6 -T,(VEK OR EQUAL TTTT' I I 1 11 1 1 it 11 11 Hill Ill [ 11 11111 11 1 1 z 11 1 �_ SQUARE FLAT GAP $ -1161 056 SHEATHING BASE (OR EQUAL) - TF7 r2 — - - - - - - - - - — 9 -2xb 110011 5TUD5 @ 1,1'O.G. U) W WRNER COLUMN TO BE -60 R-2113ATT5 (R-13)CLOSED CELL SPRAY FOAM IN50L TFTM PROVIDED H/SPLIT KIT _ ALONG INSIDE FACE OF FND.WALLS-FULL HT p w� 4717`� I 6i FIN. 15T FLOOR 11 11 00 0 ZF _j ELEV.+0'-0" m I ELEV.+o'-o" — - — - — - — - — - - - - 19-1 1 bxb P.T.P05T WITH 5WARE 0646,PERMA I K z 6i il- 3: _1 5IMP50N BG52-3/6 I CAST COLUMN 046382 H/ I BEDROOM #2 BAY DETAIL z < ri L) P05T GAP ANCHOR 4 5OUARE FLA GAP 4 1 (D U) c/) WALL @ GARAGE 5IMP50N ABUbb BA5E(OR E WALL @ 6ARAC7E I 1 -0 _7��41 w 7 BEYOND P05T BASE(TYP CORNER MN TO BE BEYOND ED ALL COLUMNS) PROVIDEDiASP)LIT KIT I? �hvl�l1? 0 eRT < C,A 15' w o BASEMENT EASEMENT 811) 0 - - - - - - - - - - - - - JI- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J - - - - - - OF L- - - - - - - - - - - - - -L - - - - - - I - - - - - - - I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -L - - - - - - I - - - - - - - - - -i ...... .. ... JOB UMBER LEFT END ELEVATION UNIT 56 )B 2 5� 2016023 1/411 1'-0'" < SHEET NUMBER :6 nnn�PORw,L 4r s MODEL B - 2 (MAGNOLIA)- UNITS 5 5 (MODEL B 1 ) DUET CLUSTER. z. B2 - 1 . 1 & 56 (MODEL B- 2 )_ ELEVATIONS w COPYRIGHT GIRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED U ^ , 12 HR 5EPERATION W W WALL PER UL#336 2 0 I = y 38' 46" 38'-8" ai O 4—d II'-2" 14'-6" 22'46" ib'-0" 0 V QU Z O N U L a� a� o rn — A 2'-1" 21111 LINE OF REAR N p o B2-5 A CHEEK WALL® H � N z UNIT 56 Z 0 Iv-- L Q():5 0*)o 2" M Q w - - 4444 _ 0 811 12'-10" 8" 10'-0" 8'-II" 4'-4" M.O. 5'-3" - ❑ C� "' �^ UNEXGAV. i UNEXGA . CD - - Lomi 4"P.G.SLAB WITH bxb, 4" P.G.SLAB WI bxb, 10/10 W.W.M.OR FIBERMESH. 2 q 10/10 WW.M.OR FIB `-r MIN.3500 P51 GONG. bII 811 FO1 -- I FDI q IN.3500 P5 GONG. r---- o HD FDI _ o • EGRESS 1 HD 15'-8" 4'-4" M.O. 2'-b" Z WINDOW O 0 0 I ( 10" P.G. FOUNDATION WALL m O HD WITH DAMPROOFING ON " 2x12 FLOOR JOISTS ------- 2"x ----- U 2"x 10" o ® Ib"O.G. . I 20"x 10' P.G. FOOTING FD1 I o 2"x 10 0 SLAB SEAT , a (T.O.W. ELEV. = 0'-09 I HD o LAB SEAT _- -J - ` — — — . 8" E6RE55 - _ = i -- - Z HD 4 WIDE J015T 4 ( F2 m ry I WINDOW & N i - O HD O ri SEAT.T.O.5EAT wi I 1 12 G.FOUNDATION WALL = O 0 o ELEV= (-JI'-I�" II II I W T}f DAMPROOFING ON 7 2'-0" LL 12"P.G.FOUNDATION WALL 4'x 12"P.G.FOOTING FD1 n, H +�� WITH DAMPROOFING ON FVI ( I'-O" o (2)2X10 P.T. O ly , J 2_p' 10" 24"x 12"P.G.FOOTING 13'-2" q'-4" 14'-8" - 123-0" 14-4 10 O I 1 HD z Qj� M L1 Q I 10" P.G.FOUNDATION DIRECT VENT HEATING EQUIP. r- " " n UMN WALL WITH DAMPROOFIN6 1 4"WIDE DIRECT VENT HEATING EQUIP. I HD APPLIANCE CLEARANCE 3A I " " I « I I I _ _ I_ « ~ W ON 20 x 10 P.G.FOOTING J015T SEAT. APPLIANCE CLEARANCE APPLIANGE5 1 LIANGE5 SHALL BE INSTALLED ON x x 12 I P PG -T.O.W.ELEV. = 0-0 i TOW.ELEV= ()I I `i I I 4 WIDE „ � WI THE CLEARANCES FROM 1— FTG N.0 � � SHALL BE INSTALLED WITH THE I - 4 WIDE UNPROTECTED COMBUSTIBLE I � I I i o O GLEARANGE5 FROM UNPROTECTED I 1!I I I I J015T SEAT. J015T SEAT. M TERIALS A5 INDICATED ON THE 1 �' o o COMBUSTIBLE MATERIALS AS I TOW.ELEV= I I >--:ELEV= (-JI'-III `n APPLIANGE LABEL AND IN THE L a n INDICATED ON THE APPLIU GE LABEL 1 t I cv AND IN THE MANUFACTURERS I l-JI=1 MANUFACTURERS INSTALLATION ®� FW-2 I p _� N I N INSTALLATION INSTRUCTIONS. 1 IN iTRUGTION5. I O 00 00 � ® I 3�"DIA STEEL COLUMN � • .. 1 cI I X I ON 30"x 30"x 12"DP PG PROVIDE FRESH AIR INTAKE ( HD W OYIDE FRESH AIR INTAKE p o ( I I `' I� FT6 N.O.NJ TO MEGH EQUIP PER CODE MEGH EQUIP PER CODE I I I I I I I T i II 0 HP 2x12"FLOOR-JOISTS- J 2x12 FLOOR J0I5T5 I - I " ( - „ - « 10" JL 2, p„ ® I b O.G. �� / ® I6 O.G. \ 10 6 0 6-2 I 8 5 8 5 8-5 C) 2 I I - - 1 D.o. —� 0.0. II I D.o. 1 I s 1/4"x a v2 Low + D.o_ -1 BASEMENT SLAB �� I I I - LVL GIRDER '4'P.G.SLAB(MIN.2 P51 GO 8 I J — I 1 1 4J �L L — FD1 *.00b MIL.POL ENE VAPOR FDI 4 I - - -� - - - J 1 BASEMENT SLAB II 4 TVP. BEAM POCKET — — — — —BARRIER -� I I - - - - I ' *TAMP E FILL q5%DENSITY - FDI I I I 4 P.G.SLAB(MIN.2500 PSI GONGS WRAP ENDS OF GDR o o �� � � � � o � I ( � � I I *.006 MIL.POLE VAPOR II F- W ALUMINUM AT 1p„ _ 14'-2" I'-o' ( I I I BARRIER POCKET OR PROVIDELd 8-p 15'-0 x I I 6W. LEY= ( I I I I� TAMP a FILL TO q5 5 DENSITY 2 1/2" AIR 5PAGE ALL � -' I �ItOII 1 FD1 F- (' o > I I i I I UNFINI5HED BA5EMENT II Z 51DE5 UNFINISHED BA EMENT I-' — 1 L- —— I _ � I = , ( r —� *8-0"CEILING HT. " " W t=- — *8'-0'CEILING I I � � � ® � 2-0 2-b 4 WIDE *(R*(R-13)� SPRAY I ( o I _ 1 —I� *(R-13)CLOSED GELL SPRAY II W15T SEAT. 1 I o aJ N a� FOAM IN5UL ALONG IN51DE Ip" FOAM INSUL INSIDE —I I I _ — — /J I ( r N FAGE OF FND.WALLS-FULL HT - I TOW.ELEV= L J FOARGEDFFDD� FULL HT CO — 1 r — — — N ®— — J — p OR DRAPED BLANKET Q I O o 0 XO INSULATION L —I I x " N I\ O — INSULATION ALL EXP05W HOT WATER I N ® ALL EXPOSED HOT WATER HD ` 4" WIDE J015T m m 10 5'-4" N �, PIPING AND/OR �DUGT5 // 5EAT.T.O.SEAT I I I �y PIPING AND/OR HEATING DUCTS �/ « x TO BE INSULATED A5 PER N.Y.5. „ o To BE INSULA NYS. ELEV= (-)1'-Ij" 4 1 I 4 WIDE J015T GORE I-10 UNEXGAV. r- CODE. —J SEAT.T.O.5EAT 4"WIDE J015T xl U D.O. I2 FLUSH o 1 I n ELEV= (-JI'-I 'F- - C - 2Xi2-FL - 2"x lo" 4"P.G.SLAB WITH bxb, 6 SEAT. T.O.5EAT -- — - - - - — _ I � LAB 5EAT 10/10 W.W.M.OR FD 1 ry I_ « _ ,� 5 I I o I I I 14444 —� I ELEV= l-)i I� Q _ 2 1 LOOR J015T5 I I o I I 18'-611 11 l 0 11 - r 1 FIBERMESH. 3rb b-8' b-8" I'-0" 5-8" 8" MIN.3500 P51 GONG. HD I�q�L I �-li Ib"O.G.= I - - - -I I o II II -` 1 3'-2" 71 FE�-EV. -Q'-0" .// I O II11UNEXGAV. 2xI2 FL R J015T5 o - o D.O. 5 1/4"x q 1/2 LOW HD o `4 N N M co CO N � 4 P.G.SLAB WITH ® 1 "O.G. 1 l0«P.G.FOUNDATION WALL 3 1 - - C - LVL 6�D� 7 6 6,10/10 W.W.M. y i I - I — I WITH DAMPROOFIN6 ON 20"x I i r I � FD1 0 FIBERME5H. _ O =1? 11 10"P.G.FOOTING-T.O.H. B1-5 I I U \ I - MIN.3500 P51 FvN ELEV. = 01-0" I o - NG4 3 I I i FDI 1 J015T 5EAT. ,- 8 41-611 I o 2 8 7-2 1 8 4'-O'�LEGS ® MIDPOINT ( I - - - - - � `. FVI B2-5 I DASHED LINE INDICA 5 � - - - - - � 2"x lo" I I I I FIR5T FLOOR HALL5 I 3 4 0 1-2 TOW.ELEV= (-)I'-I�' 5LAB SEAT — OF FOUNDATION WALL z z JL a 3'-2" I-p" � 17 � I I'-b" FROM TOP d n ABo U � z z z cn o z z Z � #5 COR NE REBAR5 W/ 4'-0" 5 I I BOMOM. I , L - - - J I u, II z z 0 0 o_ z z 0 w LEGS® MIDPOINT OF FW-2 (2)2X12 FLUSH - - - - - I g J _ (2)2X12 FLUSH FOUNDATION WALL I'-b" I 1 UNEXGAVATEO TYPICAL ( II > > > > > > a ¢ cn I O 1 N J T o ( FROM TO BOTTTOM. Ca GARAGE 5LAB I I I o �I T.O.W.ELEV. _ w m m 4°WIDE JOIST °3'- I O I UP 14R I *4"P.G.5LAB(MIN.3500 P51 GON6) I I 1 O I 01-0" SEAT.T.O.SEAT LQ 2x12 F R JOISTS Op III *REINFORCED WITH bxb,10/10 W.W.M. Ll a �o ELEV= (-)i'-I " ( ® I G. N I TAMP d FILL TO q5�DENSITY I cv X I I ii N -' - _ �_ O *SLOPE 6ARA6E SLAB DOWN 2' � >C N � 8 o UNEXCAVATED TYPICAL I !" TOWARDS 6ARA6E DOOR I _ N I O� N 14'-2" �n u, = GARAGE 5LAB I N si `i 1 I Q 4 P.G.5LAB(MIN.3500 P51 GONG) O 8 P.G. FOUNDATION WALL�jl o F- L-1 �_ REINFORCED WITH bxb,IOAO W.W.M. I O WITH OAMPROOFING ON g �_ 1 n I L I— —I q 1/2" LOW *TAMP t FILL TO q5%DENSITY (N I « I -� F-- — — J L— — — — — —— — — — — — I Ib x 8 OP P.G. FOOTING L • 6 ER *SLOPE GARAGE 5LAB DOWN 2" �u Il'-1011 8" N bl- " b'-q" b'-q" i0" H HD — —I L — J TOWARDS GARAGE DOOR O I-p„ I CN I O W ^ . 2 12 FLO T5 N o ® Ib 0. . 4 r 1 D.O. I �s 1/4" q 1/2" LOW D.O. r I II o v lo" 2'-b" c 11'-811 S,I Il'-10" 1'-p" II FDI I I - I J VL GIRDER o LEd3 9 1 L _ J L — J L > O w TOP OF WALL I197 TYP. BEAM POGKET I 4 0 ~ w o • 5" P.G. FOUNDATION L ON= -I'-2" T.O.W.ELOE - I 5 W/AAWRALUMENDS OF GDR i FVI Z FNNNNI HD 4 WIDE J015T O 4 5EAT.T.O.5EAT WITH DAMPROOFING ON TOP OF WALL III J FD1 POCKET OR PROVIDE v� ELEV= (-)I'-I�" 4" Ib"x 8" OP P.G. FOOTIN ON= -1'-2" • • �, 1/2" AIR 5PAGE ALL I W n II 811 BAB SIDES I 0 F--Izst 0 2 ❑ Cl " I FD 1 2x12 FLOOR JOISTS r :�` ? k _ FD 1 O 10 P.G.FOUNDATION WALL _ ® WITH DAMPROOFIN6 ON 20"x I c) f ® Ib"O.G. o B B AB B I Of `N 10"P.G.FOOTING-T.O.W. I O 2'-0" 21611 21_611 OII II'-4" m 10" - 3 cv o ELEV. = 0'-0" FD1 62 5 A lo" I5'-4" Ip" W N 4"WIDE z 0 B-5 I 1 J015T 5EAT. III HO • p HD - 211 i FD1 TOW.ELEV= (-)I'-I II F ..... . _ N W ry 2 N 0 �FtED A C FD 1 _ • _ _ _ _ • U \5� 0 SRT y�J I b'-o" M.O. 17" I'-4I I b'-0" M.O. I'-b" HD o HD b Q 18' 4'-0" W FOUNDATIONIRONTL F 38'-61 40'-0I1 2 U N s �- MASTER BEDROOM UNIT 55 UNIT 5 6 UNIT 5 5 ❑ F NE�y ......... ... ... .. .. .. .. ... .... ...: — 1HALL 2 HR SEPERATION MODEL B- 1 (INKBERRY)- L]Ij JOB N BER MODEL B 2 (MAGNOLIA) PER UL#336 2 16023 HD- HOLD DOWN MULTIPLE LVL GIRDER GONNEGTION5: GENERAL CONTRACTORS AND SUBGONTRAGTORS TO REVIEW THESE Q SHEET NUMBER FOR ALL MULTIPLE LVL GIRDERS, LAC BOLT GONSTRUGTION DOCUMENTS UPON RECEIPT FROM ARCHITECT AND UNIT 5 5 UNIT 56 DUET CLUSTER REPORT ANY AND ALL D15GREPANGIE5 INGLUDIN6 ANY DIMEN51ONAL FOUNDATION PLAN AB= ANCHOR BOLT5® T06ETHER W/ 1/2" BOLT5 © 2'-0° O.G., 2" MIN, GONFLIGT5, IMMEDIATLEY TO ARGHITEGT FOR GORREGTIVE MEA5URE5 Z GARAGE 51MP50N t MIN. 4" FROM ENDS PRIOR TO GONSTRUGTION. DO NOT SCALE DRAWINGS. DIMENSIONS 1/4"=V-0" (MODEL B- 1 ) (M0DEL B- 2 ) FOUNDATION PLANSTRONG WALLS FROM TOP BOTTOM, — B2 � 2 5HALL BE GALGULATED AND NEVER 5GALED UNLE55 OTHERH15E NOTED. w 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED (E 2 HR 5EPERATION PER UL#336 zWALL w 1� E _ _ 10" 5QUARE HB46 PERMA GA5T A A 10" 50UARE HB46 PERMA GA5T U °' - D0 - - -�1�3)�C8-P. ER B-5 O `�--d bxb P.T.P05T WITH , COLUMN #46382 W/5QUARE FLAT 82-5 COLUMN #46382 W/SQUARE U SIMP50N BG52-3/b POST I 14'-2" I GAP 4 BA5E (OR EQUAL) - � V a. CORNER COLUMN TO BE FLAT GAP 4 BASE (OR EQUAL) Z � o GAP ANCHOR 4 51MP5ON o - CORNER COLUMN TO BE ABUbb P05T BA5E(TYP 2._p.. , I 13_2 i 111_0„ PROVIDED W/SPLIT KIT I PROVIDED W/5PLIT KIT O N ° tc m 0 14'-6" 22-b I b'-0" U "�� -� � -ALL GOLUMN5) o ( ALIGN TOP OF - - _ - � ■ •�N � I COVERED TRA145oMT ,� — _ _�- 'F o N 2 (2)3016 TR (2)3016 TR t3)2X8�'.T-01RDE - - - L� - - '� a'�Z u, SIILu bxb P.T.P05T WITH 51MP5ON i a�•- rn PORCH z v `° (2J 3050 DH (2)3050 DH I I BG52-3/6 P05T GAP ANGHOR 4 w � M i I N 8'-0" HO HT ® 8'-0"HD HT ( U Q ca , 5'-6" 5'-b" 6'-10" 7'-8' 6-4" II'-3" 4'-II" I 8'-0" 8'-O" I 51MP50N ABUbb P05T BASE -v, (TYP-ALL GOLUMN5) ❑ U I'- co I? ALIGN TOP OF ' COVERED N, I DI TRA1450M5 C° — — — — — Fw-2 (� I HD L - - - JL -� - J HD PORCH 4 a = o P4 (2)3010 TR (3)28Ib TR g01b TR Q � o a g016 TR (2)2X10 HDR J E6RE55 ( I 6080 51-. L. DR W/ ° ® 8' "HD HT (3) 850 DH 6080 5L. 6 . DR W/ o Ib TR o I (2) IS" 51D LIGHTS n' (2) 50 DH WINDOW ® 8' "HD HT Iq �' (2) 18' 51 ELI6HT5 21 "G" o NSODHD� I o DI m I- - - - �I- - - - � < L - - -�J - - - J HD 12 D1 I I Iq DI ROOF TRU55 GIRDER _ _ N ROOF TRJ55 61RDER "CEILINGo (2)2X HDRW BREAKFAST 1q - - - - - r - HD - - - _ _ _ _ - - - � Hdim o Ho - - - - - - AREA \ /I `� - _ 525" II 7/8"LVL HDR \ DI / m L — — L i 525"x II 7/8'LVL HDR 2016 TR r- D T —1 m - - - - - - - - - N — - - - J L- — J - - -11- - -1 I O I ® a,� p�T s m (- b" 14'-0" 3'-0" 4'-2" 2'-0" 4 I 14'-0' I I-0 - - - - - - - N I (� 2816 TR® I I I (2)2X10 HDR 5.25'GONTS HDR // \\ L- -I OU 2852 DH I I = 0 Of I(T I I �-012'-0" 4" 15'-0" 68'-0"HD HT L J I I I 10'-4° PRE-F O 13'-0"TRA CEILING I I FIREPL E U- Ln m r--7 j I MASTER EDRODM I `� W-0'CEILING I I o Cn II BREAKFAST AREA I LIVING AREA I z Qj� C) W-O"G 11-1146 I c� I I m PRE- AB GREAT ROOM �L-- o I I q'-0"CEILING I TEMP 61- R5 i u' ❑ FIRE LACE - �--•� I m I I -2 BEDROOM #2/ °U5 11'-0"CEILING OPT. DEN 5010 0 FNH OPT. I RAISED HEARTH TQM 6L DR5 KITGH N 00 00 I I 2'-0" 2016 TR / �1 RATS D HEARTH I I I I I I 1- 7 2052 DH F--� ® a'-O'HOHT I6'-4" 4„ b 6 4.. 3�„ 4 5'-0" 4 5.-0°\ ? I ., m o ebb 668 r_-�I 12-0STEP CEILING w 2x16 TR® I I I GREAT ROOM I w _ o / \ `r - II'-0"CEILING I pH Ii I 2852 DH KI GHEN a'-0' HO HT L J X66 �' VC ! . --� c°v 8 . " 4.. 3' 8.. 4.. ooo0 4._p.. -0 e ❑4'_2• 4' 2_p4� � ® 2 z I I (2)2816 TR ?66 WIG rWIGL-1 v q'-0"CEILING u, 5D I I ( I n I I (2)2852 DH F -1 - N PANT. LIN. ��° e 10 1_1 BATHROOM I I I o L J ® a'-0"HD HT I I L o © X668 DINING AREA ARE HB46 U I o � I PERMA GA5T COLUMN � WC (4)2x4 I I I I _ I L J � ( m 4° w b b.. 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TOWARDS GARAGE DOOR WIGL �" I I > > > w > > °- Q U) 3030 AWN b° 8'-b" :F "' 4" 4'-6 1 3'-4" Q w „ 'SLOE 6ARA6E SLAB DOWN 2' , WC L J w m m U ® 8-0 HD HT 10'-0"GEILIN6 `� 6 TOWARDS 6ARA6E DOOR �°TYPE X GYP BD ON GARAGE X66 LAV -L�AV� l IZ `� m © �e • TYPE'X'GYP BD ON GARAGE O WALLS 4 GEILIN6 8 _- � BATH #2 WALLS 4 GEILIN6 5 °TYPE X 6YP BD ON INT OF LIVING O `r m SPACE COMMON WALL5 TO 6ARA6E _ _ - - DI N • 6 "}'TYPE'X"6YP BD ON INT OF LIVIN6 FVJ-2 - HD v bbd SPACE COMMON WALLS TO 6ARA6E Q 2010 TR � N �- -� ® 8'-0"HD HT u� - - - - - - - - - - - - - -� N 2050 DH B Iq o " I 6"J ♦- ENERGY NOTES B2_5 `r DI c,L. I-O 18 0 b 41-211 4 u' b"(R-21)BATTS z - ALL CONSTRUCTION SHALL COMPLY WITH THE 2020 ECCCNYS `L Iq 1q I I w RESIDENTIAL PROVISIONS. _ 11' 'GEILIN6 D/2I D1 (2)2X6 H R 2 0 I a BEDROOM #2ZIZIq DI DI _ v - I I o m - SEE SHEET T-2 ENERGY CODE NOTES N 1101.10.1.1 - N 1104.1 - _ 1z 11'-0"5TEP CEILING 0 HD • „ b b" . DI „ 16010 OH OR I MASTER I w w 0 2'-b I2'-0" 18'-O I N w w ui m 1 a -- ----- --- - - a i BEDROOM 2-° o x Q HD 5 114"x Ib'LVL HDR HD o v o IbO10 OH OR I � Z 2, p„ I I c.7 0 2020 NY5RG- 62427.8 (503.8), �, ' 0 — 'x- 'z — VENTING 515TEM TERMINATION LOCATION: i '- HD5 I/4"x Ib'LVL HDR HD ( D/21 100 H THE VENT TERMINAL OF A DIREGT VENT APPLIANCE WITH AN INPUT OF D/21 0/21 D1 ®7-0"HD T o I I -- 10,000 BTU PER HOUR(3KW)OR LE55�iHALL BE LOCATED AT LEA5T p N - 2010 TR ❑ b"FROM ANY AIR OPENING INTO A BUILOIN6,AND 5U6H AN B2-1. D1 Di Z I I �- -I ®8'-0" HD Hr T� APPLIANCE WITH AN INPUT OVER 10,000 BTU PER HOUR BUT NOT iv 2 A I I I 2050 DH w h+y v OVER 50,000 BTU PER HOUR SHALL BE: INSTALLED WITH A q INiGH 4" B-5 L - - - - - - - - - - - - - - VENT TERMINATION CLEARANCE,AND AN APPLIANCE WITH AN INPUT 0 SEAT 0 FW FW-2 6" OVER 50,000 BTU PER HOUR SHALL HAVE AT LEA5T A 12 INCH VENT N HD (2)2X10 HDR HD 2-011 o - q z m TERMINATION GLEARANGE.THE BOTTOM OF THE VENT TERMINAL AND = THE AIR INTAKE SHALL BE LOCATED AT LEA5T 12"ABOVE GRADE. r - _ r - - - -I _ - - (2)2X6 HDR `� (2)2X6 HDR e 1 `Y' z U Iq L JL �30IbTR 1q 21, - - - HD r - - - 1 L - - - I ` HD o o cn MODEL B-1 MA5TER� D1 (2)3050 DH DI A L 0 L 3 o J w BEDROOM WALL ® 8'-0" HD HT 62-5 1q ® 8'-0" DHT ® 8'-0" DHT Iq p ��rtED A c 2020 NY5RG- 8312.2.1 BEYOND 2'-6" 4'-0" 4'-0" 2'-6" Ib'-0"R.O. I'-8" I'-4" I6'-0"RD. I'-b" DI 4_p" 30 0 DH q._0• 30 0 DH 4�_0' DI U �5 gERTC IN DWELLING UNIT5,WHERE THE TOP OF THE 51H OF AN OPERABLE � ?�� F�L��(.A WINDOW OPENING 15 LOCATED LE55 THAN 24" ABOVE THE FIN15HED FLOOR AND GREATER THAN 12"ABOVE THE FIN15HED GRADE OR Ile w 2'-0" 2'-b" 2'-b" 2'-6" l a'-8" 18'-10" 4'-O" OTHER 5URFAGE BELOW ON THE EXTERIOR OF THE BUILDING,THE T 2 � ; OPERABLE WINDOW SHALL COMPLY WITH ONE OF THE FOLLOwIN6: *OPENIN65 THAT WILL NOT ALLOW A 4 INCH DIAMETER 5PHERE TO 38-6" 40'-0" PAST THROUGH THE OPENING IN ITT LARGEST OPENED POSITION. UNIT 5 6 FLOOR PLAN UNIT 5 5 FLOOR PLAN ❑ 9 238A " FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F 2080 (THE WINDOW OPENING GONTROL DEVICE AFTER OPERATION TO RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO FULLY MODEL B-2 (MAGNOLIA) 1/4"=1'-0�� - MODEL B- 1 (INKBERRY) ' " OPEN,51-FALL NOT REDUCE THE NET CLEAR OPENING AREA OF THE LIVING AREA- 1,5gq 5Q. PT. �.2 HR SEPERAr1oN 1/4 =1 -0 LIVING AREA= I,Sga 5Q. FT. WALL PER UL#336 JOB N MBER w114Dow UNIT To LETS THAN s.-r TQUARI_FEET. GARAGE AREA= 3?l 5Q. FT. GARAGE AREA= 3l"i SQ. FT. COVERED PORCH AREA= 250 50. FT. GOVERED PORCH AREA= 112 50. FT. w 2 016023 ONE CARBON MONOXIDE ALARM IN NEW ONE NOTE "5': EF =EXHAU5T FAN: GENERAL GONTRAGTOR5 AND 5UBGONTRAGTOR5 TO REVIEW THE5E Cn SHEET NUMBER NOTE R: AND TWO-FAMILY DWELLINGS,TOWNHOU5E5 STAIR MANUFACTURER TO MULTIPLE LVL GIRDER GONNEGTION5: 50 CFM INTERMITTENT OR NOTE "V": GON5TRUGTION DOGUMENT5 UPON REGEIPT FROM ARGHITEGT AND UNIT 5 5 UNIT 5 6 DUET CLUSTER = PRE-ENGINEERED ROOF HD= HOLD DOWN AND DWELLING,UNITS IN GROUP R-2 20 CFM GONTINUOU5 REPORT ANY AND ALL DISGREPANGIES INGLUDIN6 ANY DIMEN510NAL NOTE: DESIGN STAIRS TO MEET ALL ALL DRYERS TO BE VENTED ALL WINDOW5 SHALL BE TRUSSES W/ 12" MIN. HEEL BUILDIN65(GONOOT 4 GO-OP5)AND UNIT5 APPLICABLE CODES AND TO FOR ALL MULTIPLE LVL GIRDERS, LAG, BOLT TO OUT5IDE AIR PER CODE z �� OFFERED FOR 5ALE,IN THE IMMEDIATE FORT ANY DISGREPENGIES TOGETHER W/ 1/2" BOLTS ® 2'-0" O.G. 2" MIN G02 CARBON MONOXIDE *ALL WA5H32 TO BE GONFLIGTS, IMMEDIATLEY TO ARCHITECT FOR CORRECTIVE MEASURES B- 1 ) Z B2 � 3 ANDERSEN 200 SERIES HEIGHTS (U.O.N.) © 24 O.G. Q= TEMPERED VICINITY OF BEDROOMS ON THE LOWE5T AND GONFLICT5 TO THE ® DETECTOR PROVIDED WITH DRAIN PANS PRIOR TO GON5TRUGTION. DO NOT 5GALE DRAWINC5. DIMENSIONS SHALL (MODEL (MODEL FLOOR PLAN cf) cf DESIGNED BY TRU55 ENGINEER GLAZING ARGHITEGT PRIOR r0 STAIR FROM TOP � BOTTOM, 4 MIN. 4 FROM ENDS FLOOR LEVEL CONTAINING BEDROOMS. FABRICATION. �D 5MOKE DETECTOR BE GALGULATED AND NEVER 5GALED UNLE55 OTHERWISE NOTED. UJI COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WOOD ROOF TRUSS SPECIFICATIONS: I6-2"GABLE WIDTH bxb P.T.P05T WITH INSTALL IGE 4 WATER SHIELD PER NOTE: 5/8 INCH THICK ROOF SHEATHING IS TO o 0 51MP50N 13052-3115P05T Z MANUFAGTURER'5 5PEGIFIGATION5 TO MAINTAIN BE USED, WHEN ROOF TRUSSES ARE SPECIFIED - GAP ANCHOR 4 51MP50N P PRODUCT WARRANTY AS THE ROOF FRAMING MEMBERS. ABUbb POST BASE(TYP ? U _ ALL COLUMNS) NOTE: ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING - - - APPLY IGE 4 WATER SHIELD IN FAIR WEATHER WHEN THE AIR,ROOF DECK " " LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN � D•� P-�.-CIRBE� B� 5 I8'-o"HIP WIDTH O r , 0- AND � AND MEMBRANE ARE AT TEMPERATURES OF 40OF (5 G) OR HIGHER. 0 V U PER SECTION 1605.3 OF THE BUILDING CODE. il'-0" PL HT. 11'-0" PL HT. O_ N PRE-ENGINEERED ROOF I I q 2 HR 5EPERATION TRU55E5 PER TR1J55 MANUF 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE " , 12 12 „ I ~ � � � � U L STRESS DESIGN: i-O a q ' I-o WALL PER UL#336 � a) ; on OH. OH. I SEE DETAIL I/FW-2 w _0 p o D (EQUATION 16-8) I I - - - - - - - - - - F— � to N } N TRONG-TIE D + L EQUATION 16-9 No "R" IRI r - - G�� - - r �rU) � (D--51MP50 5 ( ) I L L J L J J( O i 0-co M MT5 5TRAPPIN6(LENGTHS VARY) D + S (EQUATION 16-10) If) CONTINUOUS WALL 5HEATHIN6 TO D + .6W (EQUATION 16-12) INI I ' Q ' I U Q wo TOP OF TRU55 HEEL �' x GS N 'Z� = M N coo D + 0_23 .75 (.6W) + 0.75 S (EQUATION 16-13) I� I A II'-0" PL HT. s �- �� ❑ U -- Q- m = 11'-0" PL HT. B-5 + 12" HEEL HT, i ti�A `� i I "' o 1I-0 PL HT. co HEEL HE16HT VARIE5-5EE TR155 DRAWINGS FOR D = DEAD LOAD, L = LIVE LOAD, S = SNOW LOAD, W = Ixi I - W/ 12 HEEL ACTUAL HEEL HEIGHTS LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL IJf BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30 i, 0„ HEIGHT I�I + 12" HEEL HT. C� L - - - - - - - �� "R" I a OF ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND I —1 OH: ALIGN FASCIAS I� SPEED (101 MPH BASIC DESIGN WIND SPEED) IN I i ) 12 EXPOSURE CATEGORY B. I I NOTE "R" 0 10'-10" OVERHANG WIDTH ^� q I� 12 q VARIE5 r ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE I _ _ ROOF TRU55 C71RDER _ _ _ _ ROOF TRU55 GIRDER _ _ / f/ OH. z _ _ FOLLOWING DESIGN LOADS: �/j j / a'-0"PL HT I Pla- LOADINGS, ' r'�I O \ u TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND ,//j//j ) W/36„HEEL HT. = - - _ - ___ - - - - - L4 F- AND ANY APPLICABLE SNOW DRIFTING OR BUILD ///// / (12-0 WIDTH) o _ _ _ — — - — —� C) UP LOADS AS REQUIRED BY ASCE7-10 , TCDL = 15 // %// I r Q GUTTER PSF, BCLL=10PSF, , _ — _ — // // / ///// AND BCDL = 10 PSF. PROVIDE I 2 ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE 12 /j// Z ,� - - - - - - - - - OR NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. a // / /�/ - - --- - - - -- - - -- 11 z 8"FASCIA BD \J 82-4 I ' // // T///jA IL O TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD 12 I \—I/ /// / / U DEFLECTION OF THE LESSER OF L/360 OR .75'. oVERLA TRUSSES I— - O Ln F —I tL TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO �— �y I \ j jj j j j j j jj// I I 6" O C� VENTED VINYL SOFFIT �_ ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR I 7 4 INT.BEAR I G I TRAY GEIL. oH. Z TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL �� WALL BEL W N j// /j/ I I ❑ ((�j C) INCLUDE THE FOLLOWING INFORMATION: L �. �I I III -� 1. DEPTH, SLOPE IF ANY), SPAN, AND SPACING. 2. LOCATION OF ALL JOINTS. CH. I I ' �---� 3. REQUIRED BEARING WIDTHS. ® - I � j/j j j j j// D ARE INDICATES Im ATION OF FIRE RATED T.BEARING LEADER TO DRYV ELL TYP 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. 4 WALL SHEATHING, 4.2. TOP CHORD DEAD LOAD. I / // // / WALL BELOW FLU5H ROOF5 4.3. BOTTOM CHORD LIVE LOAD. I j//j/ j//j 0 FROM CENTER OF I2 4.4. BOTTOM CHORD DEAD LOAD. jLL - EACH SIDE T a II O 4.5. CONCENTRATED LOADS AND THEIR POINTS OF FLUSHrOF5 /j//// / /j///. IJL APPLICATION. HATCHED AREA INDICATES / /j/ / I I r (- I 4.6. CONTROLLING WIND LOADS, LOCATION OF FIRE RATED ROOF ' 4 WALL SHEATHING,4'-0"FROM // // // I� - �I I NOTE "R" I II'-0" PL HT. U DETAIL 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR '/ /// / /// /. DESIGN VALUES FOR CONDITIONS OF USE. i /� I o /j j/ /j C- II I I I I + 12" HEEL HT. 6. EACH REACTION FORCE AND DIRECTION. , z j/// /j I II ss IL- - JI I I B2 -4 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, Gss / j/// /. / /j� NII o°I aJ IFr �I I12 ❑NOT TO SCALE THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION I — — /i // / //' JJI Ix II �CIII I OF EACH JOINT CONNECTOR EXCEPT WHERE o // / f o � I I -// // /� �/ SYMMETRICALLY w /,4� -I -I I I II ALIGN FASCIAS LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 I RID6E5 TO I I I� NOTE: ALL HALF OF GA MIN THICKNESS GRADE A GALVANIZED STEEL NOTE R ' ALTG� PLATES. / TRU RIDGE W/VENT FASTENERS® EACH o END OF STRAP °� 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH 12 — / / / ///�,I// ' I I - -I- J II 1I'-0" PL HT. Q ® MEMBER. o q I / — — -,�/ / /// �/ I ( a -I� 11 + 12" HER HT. I- 0 9. CONNECTION REQUIREMENTS FOR TRUSS TO I 0 0o GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD II'-0" PL HT. I �( ( ' �f/�j - J I ( ) SPLICES. O j / / / .Il I \./ 0000�� 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. 1i 1' 000po / / ALIGN RIDGES F-,�6� I Z) 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS , �G � �/// /// I // /// ,� MEMBERS. /� s ///j/// / / � ITRU '° ° s�aN 5 , 12. REQUIRED PERMANENT TRUSS MEMBER BRACING „ L // / // / 55 RIDGE W/VENT - - - I �-�,Z� _5'49". Q ° ° tt� LOCATIONS. CH. o (3) 2Xb P05T °®° ,� FLUSw/ ' '////// // // I I I I ° p F - - - I I 12 a I ° TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH I - I J� ,`�/ I I - �) 1 I I I I = ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND i / /i I I I I - - - , SIMPSON STRON(S-TIE MANUFACTURE OF METAL-PLATE-CONNECTED WOOD � � ///j/ /,t//f/ J �tt' - - - - - - r -_- - � I _ ROOF TRU55 GIRDER MTS 5TRAPPIN6 �Q / ��— — — TRUSSES SHALL COMPLY WITH ANSI/TPI 1. THE TRUSS ,Z o / / f` / - - - -� I4-I0d DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY i l� I I //% // / /%T r -- _j- - (TOTALJ A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF J� N ►- -\\ L� -� l / I//j//j j/ I i I I I �- -- - �- - -R- D - - - - - - - - pH. NEW YORK. I � I I-� r-- ' — — — -� // // -I I °o ROOF TRUSS DESIGNER TO ADJUST HEEL HEIGHTS, I // I/ // // , , , , U s I i I N OVERHANGS AND ROOF PITCHES SO THAT FASCIAS AND I I� /'�-- I _ NL cv ( I s I Y� I ° Q N N N (7 I� CO � uj U5E IN GOMBINATION ONLY DETAIL RIDGES ALIGN AS SHOWN ON ELEVATIONS AND SECTIONS. I I I O v /////// '�//////i I I I I I I I I 'yd I WHEN 5TUD5 AND'RAFTERc_i TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH �j , +/- II(— +/- II / / / +' - - - - THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT I ` I D NO AL16N NOT TO SCALE �0 j///%// //i//' I I I i II'-0" PL HT. 0 T - GWOOD MEMBERS CLAMPED IN RIGID FIXTURES DURING bxb P.T.P05T I — — / /// //// /// I I i I F + B2 -4 / // / I I I I , ) 12 HEEL HT. ASSEMBLY TO INSURE TIGHT FITTING JOINTS. WITH 51MP50N L - - - J �- * TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER BG52-3/b - — // I I i ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. POST G� - _ - -�C _ j j j j jj/ / % I I I I I I I — — — — — — — -1 I III z z THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND ANGHo T _ ,// /// / // ; I I I I I g 51MP50N o // // // // NO "R" NO "R" rl vi z cn u� ng METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR —I // / // AB%b P05T I // // / // �I I `� I z z z O z z N w SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN BASE( _ I'_o" L '/////// ///// " - u I II 0 0 0 O O g // /// / // / b I i I I � inQ � � Qcn DESIGNED AND INSTALLED TO PREVENT ROTATION AND OH. I " I - - - > - - a - - -_ ALL COLUMNS) N / / //%/j/ ' OH. I 18.. o I I - - - - - - �� I ., PROVIDE LATERAL STABILITY IN ACCORDANCE WITH // /j j j/j j// / I I g I �jH, z1 I I I r ( I� of ir w w m m v ACCEPTED INDUSTRY PRACTICE SUCH AS THE SBCA SIDEWALL ABOVE I I / / / //// 12 12 ' 12 12 I I s I o BUILDING COMPONENT SAFETY INFORMATION (BCSI) GUIDE II'-0" PL HT. l J �u // /// / (// j/ / I I I - l I L - - - - - - L --� N LOWER ROOF - TO GOOD PRACTICE FOR HANDLING, INSTALLING & \ i// // // / 12��I I2�X12 I - -] - - - - - - - - - - BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. I I) II PROVIDE APPROPRIATE CONNECTOR AT BEARING POINTS OF ALL ROOF TRUSSES TO RESIST UPLIFT LOADS SHOWN ) NOTE: INTERSECTING ROOFS 1 2 HR FIREWALL BELOW ROOF - ON TRUSS DRAWINGS. _ - " 5'-0" WEAVE ROOF SHINGLES AT GARRY TO UNDERSIDE OF * B - I NOTE R I 20'-3"HIP PL HT / / INTER5EGTION OVER IGE 5HIELD ' HIGHEST ROOF SHEATHING - TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, 62_5 1 '-0" PL HT. _ - - - - - - - - - - - - - - - - - T/ /j/ /j///j I Np "R° II z MEMBRANE - CARRY MEMBRANE= MIN. 24" TYP. DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY /// ///j/ ( I I ( I I II I W WITHOUT THE APPROVAL OF A REGISTERED DESIGN OH. I I / �r�✓j//j/ ' -IN I JL I ' I w OUT IN ALL DIRECTIONS OF I 1 N PROFESSIONAL. ' _ / - - - CL - INTERSECTION I * THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS L- _ / // // / // O co Z AND METHODS OF ERECTING THE TRUSSES. THE N /// /// // /// , o iui �n 10'-0 HIP WIDTH I I I w Z 11.1< CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY �// // / // m Y Ili I W J BRACING HAS BEEN DESIGNED AND INSTALLED FOR THE " I // // / L/ _ _ -_ _ _ _ _ _ _ _ _ L J I I Z I W a w ua J I N INSTILLATION OF THE TRUSSES. S-q PL HT. I 12 12 1ANDAB5EN 2 SDH j j/j j/ il j/ Ul(� ABOVE FLOOR 10.53 NI 10.53 // // / // / ROOF 5 I I z N ROOF TRU55 R0: 2'-4"X 4b" �/ /// / // j/ DORMER WALLS I _ I UED // GIRDERS UNDER I p I 10-0 PL HT. Q TTT + 12" HEEL HT. W � HIP RAFTER, J�� - S p� j jj/ � rOrJ' I 51MP5ON HGP HIP 5EE PLAN OH. G ti�A o //j j /j//I 10'-0" PL HT. ALIGN I I 2 12 I I ❑ ^ CORNER TIE %'r/AOT[ "R" SS + 12 HEEL HT. FASCIAS - UI y 1I'-9" PL HT. 2. p.. I I q 11— q 2'-0" w 51DEWALL ABOVE LOWER I. 12 12 OH. I I 111 OH. ROOF L 10.53 10.53 OH. A 10'-0" PL HT. I m 10 1 , C II'-0" PL HT. Q'-0" FRONT GARAGE I B-5 + 12" HEEL HT. ( I I z z w WALL PL HT. ABOVE - -- -- - oOH - �H o� �— - - - - - _ - >J� o o ai FIR5T FLOOR - - -- . ........ .. ........ .. .... . ..... . . .. .. O O O m Lu W TRU65 RIDGE W/VENT I 0 FtED RC �ogER �yF�'•,�. Q W EXTERIOR WALL UNIT 56 , 2 HR SEPERAT1oN UNIT 5 5 ROOF WEAVE DETAIL 4 AREA OF ONE ROOF WALL PER UL#336 N� 3 TOP PLATE HIP BUILT OVER ANOTHER MODEL B-2 (MAGNOLIA) B2 5 I DETAIL I/FW-2 MODEL B- 1 (INKBERRY) ❑ � FNE�y° DETAIL NOT TO SCALE B 2 -4 GONNEGTION 2 -41 JOB MBER 6UTTER5 I LEADERS INSTALL IGE AND NOTE R: 6023 ALL GUTTERS LEADERS SHALL BE BAKED WHITE ALUMINUM .032 NOTE 0: NOTE 5: PR=-ENGINEERED ROOF UNIT 5 5 UNIT 5 6 DUET CLUSTER Q SHEET NUMBER WATER SHIELD PER ROOF PLAN MIN. GAUGE, GUTTERS SHALL BE 5" SEAMLESS, O.G. STYLE W/ ALL PRE-ENGINEERED OVERLAY PRE-ENGINEERED SCISSOR TRUSSES WIT MIN. HEEL MANUFACTURE'S RELATED REQUIRED ACCESSORIES. LEADERS SHALL BE MIN. ROOF TRUSSES ® 24 O.G. ROOF TRUSSES ® 24" O.G. HEIGHT5 (U.O.N.) @ 24" O.G. a SPECIFICATIONS TO (MODEL B- 1 ) (MODEL B- 2 ) ROOF PLAN2 X3 , .027 GAUGE W/ CLIPS 4 ANGHOR5. CAULK 4 SEAL ALL B2 � 4 DESIGNED BY TRU55 ENGINEER DESIGNED BY TRU55 ENGINEER DESIGNED BY TRUSSz JOINTS. PITCH 6UTTER5 MIN. I/8"/FT. PROVIDE P.V.G. RECEPTORS MAINTAIN PRODUCT (D 8" ABOVE GRADE TO RECEIVE LEADERS (CLOSED GAP DE51GN). WARRANTY ENGINEER o COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED OPTION#I ` ������\`�I 4 �®o ���� 2020 NYSBG SECTION 106.6-EXCEPTION 4: 48" MIN 48" MIN U) ^ 1 2 HOUR FIRE RATED RE515TANGE WALL ASSEMBLY MAY TERMINATE OPTION#2 SECURE ROOF SHEATHING TO G-RUNNER TRACK Z W AT UNDERSIDE ROOF 5HEATHIN6 IF FIRE RETARDANT TREATED 2020 NY5BG 5EGTION C ' 2`G-RUNNER TRAGK2"-CAULK FOR W 17'9 E 5HEAVINC7 15 INSTALLED FOR A DISTANGE OF 4'-0"ON BOTH SIDES 106.6-EXCEPTION 4: OPTION#1 2 O WALL RATING - 2. HR. � SMOKE TIGHT JOINT OVER OF 2 HOUR FIRE ATED RESISTANCE WALL ASSEMBLY R 2 HOUR FIRE RATED RESISTANCE FINISH RATING _ 120 MIN. WALL ASSEMBLY MAY TERMINATE AT METAL EDGE FLASHING STC RATING _ �� (��� ITEM �� 48" 48" THE UNDER51DE OF ROOF NON-RATED OPTION#2 QO V SHEATHING PROVIDED THE ROOF 15 5EGURE WALL 5HEATHING TO V 0- PROTECTED WITH 5/8"TYPE 'X" G-RUNNER TRACK TYPICAL ROOFING z ^^ ,, (D GYPSUM BOARD DIRECTLY BENEATH ROOF TRU55 O W L o m e L THE UNDERSIDE OF ROOF SHEATHING U 4--d U �N AND 15 SUPPORTED BY 2"LED6ER5 ATTACHED TO THE 510E5 OF ROOF RAKE BOARD-TYP _ o N r OPTION #2 FRAMING FOR A MINIMUM OF -_ ---_ - ~ u z - R f 4 4 2 H STUD TRACK AN TYPICAL SIDING - - ------ - - - -- ----------- ��;�` -- f:,•,. DISTANCE OF 4-0 ON BOTH SIDES Lx Lx Z L acs,- rn CAULK FOR SMOKE TI H F T - ------T °''- J NT OVER OF 2 HOUR FIRE RATED RE515TANCE O U w C M ,.. , M p HIDDEN METAL FLASHING: U 3 f0 1 _-*. ......s ;,,,.::...,.,.r.•............ ........ "�...........:r..........r.,-..... r.r.......____ :? _ ..............................-.-..._------- 2x STUDS CONTINUED TO UNpE IDE ROOF 55E5® 24 O.G. WALL ASSEMBLY.ALLOW NO - _ "+ SHEATHING 12 VERTICALLY E 12 HORIZONTALLY • .v-_._-� I._-_-r-ww.w.+raww._.•••••.......•a•._.•a.•••••• •••••••.•......•••�•••••aaawwn.•.•.rw,...._---.._-_____--......_T-_...... .. . ,•r,...••••,•r,•r ,• o�RboF00 _.... ....:• ---...... . . . . .,._,.........r...... - 2x4 LEDGERS W/ ❑ r_ OPENINGS IN ROOF WITHIN 4'-0"OF 2 " � ��' _ � HOUR FIRE RATED RESISTANCE HALL U A55EMBLY EACH SIDE.MINIMUM OPTION#I Cl) j �•�-•1 �> ^.. �:; ^:�: k I AIR SPACE EA. SID OPT.#2(TYP) € s• ti : . .�.t .4w,;r; _ ? GLA55 B ROOF 5HIN6LE TO BE ,=, : „`4 •;:;:r:; '. ^ _ 2"x2"x2y"LONG --.« •• . tl .:...__..___� r......----ra.l.�.-- ...... ...:^5...... ...... .......=-..�____..........: �..,-- ...._ --- ----,...�._._--- - INSTALLED � OPTION#2 = • ;' .-A 0 063 USG ALUMINUM ALL „WM Nw9w TREATED m 4 INST TED PLYWOOD 5HT6 BREAKAWAY CLIPS +` " AIR SI�1C �� ; 4 "' GYP. BD. OR MINERAL FOR MIN 48"OUT,IF LOWER ROOF 15 � � WOOL FIRE BLOGKI LE55 THAN 30"BELOW HIGHER ROOF SECURE ROOF CONFIGURATION - , r TYPICAL ROOFING - SHEATHING TO CON�'ICTt.; A �`IO�I A 3 1/2-" (R-13) t5ATr - -- - -- -- - ---- - - _ -_ - -- _ - .063 U56 ALUMINUM z ASW CLIPS OR .O{3 U� EXPOSEDTE:?FIRE €� ta?� AREA .�'. _ .>t�t WALL �:{ �. ' ALUM ANE)LE 61_1176 x�-----------Tx xT----------- L BREAKAWAY CLIPS O_ I" AIR SPADE ~ �4�1 - f .` DORBEWED BACK TOLE 14-5TUD ABACK GK I"AIR SPACE " I"AIR SPACE '�. (2)PIECES 6.P.TOU6 GK I FIREGUARD 1/2"GYP.BD ` DOUBLE H-5TUD TRACK 5GREWE0 FILL 1" CAVITY AT FLOORS AND TYPE X SHAFTLINER, TER PROOF z FIN15H ON BOTH Z ----------_w_w__ ,,,__ww,____w_��ww___ ' `,?- ... = a..w____- ,`....,,,,"., _ � BACK TO GK CEILING W/GYP. BOARD OR MINERAL O -...:r....._v ..........-- - ---.-.-... - .:.:---- .. ..............._ - A BA BOARDS W/FIBER6L .- }:; DES AND EDGES WOOL FIRE BLOCKING � I" AIR SPACE U �r�� � it ��.I fti-.%'• .. fat f' 1 �l V _ ✓. LL ..............................: .. " -...............:........:...r�:.. .:..;..: •' ry , 211 HILL Lr) ......................................................... --.......... -STUD TRACK ..........----.... __ ......................"_t_. ` -_ ........ _........_..._._ ...... ' (2) PIECES G.P. TOUGFfROGK I" ._ _.. .... _. :.�... _ INE , •- - FIREGUARD TYPE X 5H ..; 11 11 AFTL R ~ WATER PROOF BOARDS W/ O M ,�• R �`., h �� Fj *:, FIBERGLASS FINISH ON BOTH SIDES = 2x4 P.T. SILL PLATE ❑ Qj� C)1; .. -- - �..::. ti ; ........ AND EDGES --.._. _.......... ' - v.r.:..:. �,���.......____•_......,.. FIRST FLOOR _JA" AIRSPACE.�` CE ;4 ,a` •' \� , . f • --- -� `�--,� : ;/ 3/4" T d G 056 SUBFLOOR - GLUED aE 5GREWED - RUN - RIM JOIST PER FLR J015T MANUF. OPTION#I . , 2020 NY56G 5EGTION 106.6-EXCEPTION 4: CONTINUOUS BETWEEN = J015T5 PER PLAN FILL I"CAVITY AT FLOOR5 AND GEILIN6 W-1ROOF TRU55 2 HOUR FIRE RATED RE515TANGE WALL A55EMBLY MAY ? `jr PLATES AT EXTERIOR ', y 6YP.BOARD OR MINERAL WOOL FIRE TERMINATE AT UNDERSIDE ROOF 5HEATHIN6 IF FIRE RETARDANT WALL (2) 2x4 P.T.51LL PLATE BLOGKING .063 USG ALUMINUM TREATED SHEATHING 15 INSTALLED FOR A D15TANGE OF 4'-0"ON :;�ItC}S .F}T(� �'iitE 'R4:}'�1 .ITFEtT, iE BREAKAWAY GLIP5 BOTH 51DE5 OF 2 HOUR FIRE RATED RE515TANCE WALL ASSEMBLY p •� t 5" " 1 :ir411 3 �• ,�:� (R-13)CLOSED CELL SPRAY FOAM INSUL -�:; ':. S � ANCHOR BOLTS(14 LONG + OPTION#2 W S[1ACF r1 � .a.a•a•a.........; : ALONG INSIDE FACE OF FND.WALLS-FULL HT ° 3" HOOK,V MIN AIR r (: I ."..-...---- AIR EMBEDMENT) OR HOUR FIRE RATED RESISTANCE WALL ASSEMBLY MAY TERMINATE A 2020 NY5BG SECTION 1066 EXGEPTION 4• OR DRAPED BLANKET INSULATION ° = ANCHORS X3 X� 2 HR FIRE RESISTANCE 2 T ( � ' �_<" ---:- ---- :-� -- ^;• `;•,••: ° ,•;-if! •r� r 41 0 3 THE UNDER5IDE OF ROOF NON-RATED SHEATHING PROVIDED THE ROOF CoADHESIVE ANG W/ I" V WASHER PL 0 2 /G. `./ ;�j i i 3 L \.h `�, �.t`i 1' r f/ i " " r I`i 15 PROTECTED WITH 5/8 TYPE X GYPSUM BOARD DIRECTLY BENEATH i ;�',,r ,�; ; •:.� ` y.1,� %, ti; 1/j; j!' i (I) #4 HORIZ.REBAR ° a I. I I RATED WALL ASSEMBLY DETAIL THE UNDERSIDE OF ROOF SHEATHING AND 15 SUPPORTED BY 2" ❑ p y�;' 4 f r�`,'+'} ) "�, (1)#4 HORIZ.REBAR® MID _� BASEMENT LEDGERS ATTACHED TO THE SIDES OF ROOF FRAMING FOR A MINIMUM .' k t �`f�: :`l - I i''i r�,+. I 4 ;r�i .. _r� � HEIGHT OF WALL STORY / ° r•` OF DISTANGE OF 4'-0"ON BOTH 51DE5 SOF 2 HOUR FIRE RATED > },�'`l;5`•,,'\�;{,.: `�'�~..��-.!-, /rf ,'�1 �'1,. j,:,�SS ' FW2 RESISTANCE WALL ASSEMBLY.ALLOW NO OPENINGS IN ROOF WITHIN . ,:, N.T.S. SEE GLUSTER FOUNDATION PLANS FOR LOGATION5 N.`�; :�,, "�`� r %'�f j 11 4'-0'OF 2 HOUR FIRE RATED RE515TAN(GE WALL A55EMBLY EACH 12 FOUNDATION WALL ON 24"A2" TYPICAL BASEMENT SLAB _ 4'PG.SLAB IN.25001751 510E.MINIMUM GLA55 B ROOF 5HI%LE TO BE INSTALLED. PL. FOOTING (M c) *'' �.` '.. -r.:.:«` -�f ';' `•'y �`` °° *.00b MIL.POLYETHELENE ~ ,,'• ., ..J..._..r_- ' 5TG R,4TINO # Q ' ; : ;: : � ' 2020 NY5BG SECTION 1066-EXCEPTION 4 i 1 I `t i:i Q T17AW BARRIERTO 95`�DENSITY OPTION I !, • +;;`I : ? , � � USG BROCHURE 5A100 (FIRE RESISTANT � U •,y4 �• •f' .'i 1 ..� 1:ti�.ti,yt Lt ,41_ f r ff i:.i `,•• i : ;: ° ;r -- ;.�'1 :•',\,:• i �:�r ' t _'ti• ° ° OPTION 2 1. 5 { , •`i 1 • . , %), 1 t.. , ° ° ASSEMBLIES) 2 HOUR FIRE RATED RESISTANCE WALL ASSEMBLY MAY TERMINATE AT # H ' 1; I,+ ' : 4�.. ;: ,• �••� ° ° UNDER5IDE ROOF SHEATHING IF FIRE RETARDANT TREATED SHEATHING Z ,r;; =' `- I '�; ti '�'• : ;.r +' •,;• ° ° 2020 NYSBG SECTION llObb-EXCEPTION 4: w : i ! �•• i, 1' a ° PAGE 22 (AREA SEPARATION WALL " f,,, ,•\\�:�,,•; ; I � ,� �•.. . ,�•� � t, , ° 15 INSTALLED FOR A DISTANGE OF 4-0 ON BOTH SIDES OF 2 HOUR 2 HOUR FIRE RATED RE515TANGE WALL .,, •„_„-A.,� `� ' �'�'._��• : ..,�w,'�, `,\;�x � � � { --p ° a SYSTEMS) FIRE RATED RESISTANCE WALL ASSEMBLY � ASSEMBLY MAY TERMINATE AT THE � TEST#UL DES U341 ° UNDERSIDE OF ROOF NO)N-RATED UO 48" 48" 5HEATHING PROVIDED THE ROOF 15 0 HORIZONTAL #4 ° ° ACOU5TIGAL PERFORMANCE = 5TG 60 PROTECTED WITH 5/b"TYPE "X"GYPSUM TEST#RAL-TL-80-350 BOARD DIRECTLY BENEATH THE BASED ON 2x4 FRAME WITH MIN. 3" UNDERSIDE OF ROOF 5HEATHIN6 AND 15 MINERAL WOOL BATT AT EACH SIDE SUPPORTED BY 2"LE06ER5 ATTACHED TO SEPARATION WALL: (Max Height - 66 ft) THE SIDES OF ROOF FRAMING FOR A 2 HR FIRE RESISTANCE SECTION 1206.3 OF 2020 NY5BG- WALLS, MINIMUM OF DISTANCE OF 4'-0"ON BOTH I. Floor Intermediate or To Wall -- 2 in. wide channel Sha ed with I in. Ion le 5 formed from No. 25 M56 olv steel, Secured with Suitable PARTITIONS AND FLOOR/GEILIN6 2"I HI STUD TRACK AN SIDES OF 2 HOUR FIRE RATED RE515TAW-E Top p g g g A55EMBLIE5 SEPARATING DWELLING GA6LK FOR SMOKE TI HT OPTI N #2 WALL A55EMBLY.ALLOH NO OPENING-5 IN fa5tener5 Spaced 24 in. OG. RATED WALL ASSEMBLY DETAIL I UNITS FROM EACH OTHER OR FROM J INT OVER ROOF WITHIN 4'-0"OF 2 HOUR FIRE RATED 2. Metal 5tud5 -- Steel members formed from No. 25 M56 goly Steel having "H" -Shaped flanged Spaced 24 in. OG; overall depth 2 in. and PUBLIC OR SERVICE AREAS SHALL HAVE 2 TW5 CONTINUED To UNDERSIDE ROOF 5E5® 24"O.G. RE515TANCE WALL A55EMBLY EACH SIDE. flange width I-3/8 in. N.T.S. SEE GLU5TER FOUNDATION PLANS FOR LOGATIONS %Ff A 5TG OF 50 OR MORE. 0 R F SHEATHING MINIMUM GLA55 B ROOF SHINGLE TO BE INSTALLED. C6 6 17 6 o N N N M M 7 c �' 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; PROVIDED 5TG=60 1" AlR 5PAGE EA. 51D into "H" -Shaped 5tud5. TEST #RAL-TL-88-3 50; STC = 60 G6G INC -- Type, 5LX. TYPIGAL FRAME WALLS yp (2) PIEGE5 G.P. TOU6HROCK I" UNITED 5TATE5 GYP5UM GO -- Type 5LX FIREGUARD TYPE "X"5HAFTLINER, GYP. BD. OR MINERAL UNRATED WATER PROOF BOARD5 W/ WOOL FIRE BLOGKI :n USG MEXICO 5 A DE G V -- Type 5LX. Z WINDOW FIBERGLASS FIN15H ON BOTH 51DE5 Z AND EDGE5 ASW CLIPS OR .OG3 U56 z a g PROTECTED WALL (Bearing or Nonbearing Wall) -- ---- -- - � ALUM ANGLE CLIPS o 0 0 ° o o g _ - 2 HOUR FIRE RATED RE515TANGE 1 AIR 6PACE EO 6-2 E0 4. Wood 5tud5 -- Nom 2 by 4 in. max Spacing 24 in. OG. 5tud5 cross braced at mid-height where neco55ory for clip attachment. Min 3/4 in. _ ____ _-__ WALL A55EMBLY 5HOWN HATGHED DOUBLE H-STUD TRACK w w w W W a N separation between wood framing and fire Separation wall. SCREWED BACK TO BACK W m m DOUBLE H-5TUD TRACK 5GREWED 4A. 5teel 5tud5 -- (A5 an alternate to Item 4, not Shown) -- For Bearing Wall Rating - Gorro5ion protected Steel 5tud5, min No. 20 M56 2020 Nr5D,'1065 W9ZaffAI_cOrmwirr: FILL 1" CAVITY AT FLOOR5 AND N Fine wAus 5Tw L BE coNnw:ous FROM BACK To BACK CEILING W/GYP. BOARD OR MINERAL (0.032q in., min bare metal thickne55) Steel or min 3- 1/2 in. wide, min No. 20 656 (0.036 in. thick) goly Steel or No. 20 M56 (0.033 in. thick) Ex1ERIOR NALL TO EXTERIOR WAu o primed Steel, cold formed, shall be designed in accordance with the current edition of the Specification for the Design of Gold-Formed Steel ! I" AIR SPACE WOOL FIRE BLOCKING a 2" H-STUD TRACK STC, RATING Structural Members by the American Iron and 5teel Institute. All design details enhancing the Structural integrity of the wall a55embly, including wlr�oWD (2) PIECES G.P. TOU6HROGK I" 2020 NY5BG SECTION 106.5 U56 BROCHURE 5A100(FIRE: RE515TANT the axial design load of the 5tud5, Shall be o5 Specified by the steel stud designer and/or producer, and shall meet the requirements of all FIREGUARD TYPE "x" 5HAFTLINER, 2x4 P.T. SILL PLATE �- ' applicable local code agencies. The max stud Spacing of wall assemblies shall not exceed 24 in. OG. 5tud5 attached to floor and ceiling EXCEPTION #2 _ AsSEMBUES) I--� UN5PRINKLERED BUILDINGS: r- WATER PROOF BOARDS W/ Z tracks with I/2 in. long Type 5-12 Steel 5Grew5 on both 5ide5 of 5tud5 or by welded or bolted connections designed in accordance with the FIRE RETARDANT TREATED ____ FIBERGLASS FIN15H ON BOTH 51DE5 GARAGE PAGE 22 (AREA SEPARATION WALL W A151 5pecifI(otion5. Top and bottom tracks shall consist of steel members, min No. 20 M56 (0.032q in., min bare metal thickness) steel or min 5HEATHIN6 TO EXTEND 4'-0" ON _ -- - 2020 NYSBG SECTION 106.5 AND ED6E5 GARAGE SLA TYPICAL SYSTEMS) 0 No. 20 656 (0.036 in. thick) goly Steel or No. 20 M55 (0.033 in. thick) primed Steel, that provide a Sound Structural connection between BOTH SIDES OF 2 HOUR FIRE EXCEPTION #3 GARAGE SLAB TEST#UL IDES U341 O � m steel studs, and to adjacent• a55emblie5 such o5 a floor, ceiling, and/or other wa115. Attached to floor and Ceiling a55emblie5 with Steel RATED RE515TANGE WALL _J BUILDINGS EQUIPPED W/NFPA 13 OR •4`P.G.SLAB(MIN.35001751 GONG) - W n ° NFPA 13R SPRINKLER: ° REINFORCED WITH 6x6,10/l0 W.W.M. ACOUSTICAL PERFORMANCE = STG 60 W A55EMBLY AND OFFSET WALL I W w fa5tener5 s aced not greater than 24 in. O.G. 5tud5 cro55-braced with Stud framing at midhei ht where nece55ar for Clip attachment. Min " d 'TAMP d FILL TO 95%DENSITY TEST#RAL TL-88-350 FIRE RETARDANT TREATED SHEATHING � � _ p g g g y p 4-0 MIN. 4 0 MIN. (1) #4 HORIZ.REBAR ° *5LOPE 6ARA6E 5LAB DOWN 2' BASED ON 2x4 FRAME WITH MIN. 3" a 3/4 in. separation between Steel framing and area Separation wall. Finish rating has not been evaluated for Steel 5tud5. AT 2 HOUR FIRE RATED RE515TANGE TowARDs GARAGE DOOR Z WALL ASSEMBLY END 5" WIDE x FULL MINERAL WOOL BATT AT EACH 51DE O a 45 5teel 5tud5 -- A5 an alternate to Items 4 and 4A, for use in Configuration B only, not Shown) -- For Nonbearing Wall Rating - Ghannel 2 HR FIRE RESISTANCE ° SECTION 12063 OF 2020 NY5BG- WALLS, HEIGHT OF 2 HOUR FIRE RATED W Shaped, fabricated from min 25 M56 corrosion-protected Steel, 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 a PARTITIONS AND FLOOR/GEILING o in. OG. Studs to be cut 3/8 to 3/4 in. less than assembly height. Top and bottom tracks Shall be channel shaped, fabricated from min 25 M56 ASSRATED WALL ASSEMBLY DETAIL 2 FROM EACH OTHER OR FROM PUBLIC ORNG ❑ corrosion-protected Steel, min width to accommodate Stud Size, with min I in. long Ieg5, attached to floor and Ceiling with fa5tener5 24 in. OG ° SERVICE AREAS SHALL HAVE A 5TG OF 50 w max. Studs cross-braced with stud framing at midheight where necessary for clip attachment. Min 3/4 in. separation between steel framing and N.T.S. OFF-SET EXTERIOR WALLS FW2 OR MORE. lij area Separation wall. Finish rating has not been evaluated for Steel 5tud5. (1)#4 HORIZ.REBAR® MID 5. 6yp5um Board -- GIa55ifiE;d or Uncla551fied -- Min 1/2 in. thick, 4 ft wide, applied either horizontally or vertically. 6yp5um board attached to TYPICAL FRAME WALL 2 HOUR FIRE RATED HEIGHT OF WALL STORY ° a i",P ANCHOR BOLTS(14" PROVIDED 5TG=60 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 RESISTANCE WALL ASSEMBLY LONG + 3" HOOK,8" MIN 3 J joint Compound. Nail heads covered with joint compound. SHOWN HATCHED ° EMBEDMENT) OR ADHESIVE z Q a Q ANCHORS W/3"X3"A" NOTE: UL #336 EXCEEDS CURRENT FIRE CODE U o o ai 6. Attachment GIip5 -- Aluminum angle, 0.063 in. thick, 2 in. wide with 2 in. and 2-1/4 in. legs. GIip5 Secured with Type 5 5Grew5 3/8 in. long to UNIT UNIT 12" FOUNDATION WALL ON 24"x12" STANDARDS AND REDUCES SOUND TRANSFER iA �� WASHER PL 0 24" 0/G. BETWEEN UNITS W H studs and with Type W screws I-I/4 in. long to wood framing through holes provided in clip. UNRATED wlNDows P.G. FOOTING 6A. Clipplacement (Item 6) for 5e aration walls u to 23 ft high. 5 ace cii 5 a max of 10 ft OG vertically between wood framing and "H•• AND DOORS °. p ��FtED A a p P p g p P ° U \5 dg-R T y�J 5tud5. a° Q � � F�G�2F0I 6B. Clipplacement (Item 6) for 5e aration walls u to 44 ft high. 5 ace cli 5 o5 de5cribed in Item 6A for upper 24 ft. Remaining wall area - 2 P P p 9 17 p pp g _.. below requires GIip5 spaced a max 5 ft OG vertically between wood framing and "H" 5tud5. L� _ _ _ - ° _ 66. Clip lacement (Item 6) for 5e aration walls u to 66 ft high: ace cli 5 a5 described in Item 6A for upper 24 ft. 5 ace cli 5 05 - HORIZONTAL #4 pp P P 9 � P pp p p de5cribed in item 6B for next 20 ft. below the upper 24 ft. Remaining wall area below requires clips Spaced a max of 40 in. OG vertically between wood framing and "H" 5tud5. S UNRATED SIDING (TYP) ° ❑ F NES 1. Non-Bearing Wall Partition Intersection -- (Optional) Two nominal 2 by 4 in. Stud or nominal 2 by 6 in. stud nailed together with two Sin. long 4'-0" MIN. 4'-0' MIN. ° ° IOd nails Spaced a max. I6 in. OG. vertically and fastened to one Side of the minimum 2 by 4 in. stud with 3 in. long IOd nails Spaced a max I6 2020 NY56G SECTION 106.5 EXCEPTION #3 JOB�MBER in. OG. vertically. Inter5ection between partition wood 5tud5 to be flush with the 2 b 4 in. 5tud5. The wall partition wood 5tud5 are to be BUILDINGS EQUIPPED Wr NFPA 13 OR NFPA 13 SPRINKLER: 2020 NY5BG 5EGTION 106.5 EXCEPTION #2 2 HR FIRE RESISTANCE UNITS 5 5 y p y p FIRE RETARDANT TREATED SHEATHING AT 2 HOUR FIRE RATED UNSPRINKLERED BUILDINGS: 2016023 framed with a Second 2 by 4 in. wood Stud fastened with 3 in. long IOd nails spaced a max. I6 in. OG. vertically. Maximum one non-bearing wall RESISTANCE WALL A55EMBLY END &" WIDE x FULL HEIGHT OF FIREWALL FIRE RETARDANT TREATED SHEATHING To EXTEND 4'-O" uj partition intersection per Stud cavity. Non-bearing wall partition stud depth Shall be at a minimum equal to the depth of the wall. ON BOTH 51DE5 OF 2 HOUR FIRE RATED RE515TANGE RATED WALL ASSEMBLY DETAIL 5 (MODEL B- 1 ) Q SHEET NUMBER 2 HR FIRE RESISTANCE WALL ASSEMBLY = Bearing the UL Glassif icatian Mark RATED WALL ASSEMBLY DETAIL 3 N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOCATIONS Fw2 5 6 (MODEL B- 2 )_ z USG AREA SEPARATION WALL SYSTEM UL# U336; Last Updated on 2010-10-27 �5FW� 2 N.T.S. AT FLUSH CONDITION F1"� TEST #RAL-TL-88-350; STC = 60 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED