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HomeMy WebLinkAbout45569-Z �o�c,11FF0[f�co" Town of Southold 10/5/2021 P.O.Box 1179 0 a • 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42405 Date: 10/5/2021 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 58 Millstone Ln Unit 29, Cutchogue SCTM#: 473889 Sec/Block/Lot: 102.1-2-3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/1/2020 pursuant to which Building Permit No. 45569 dated 12/14/2020 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 two car garage as applied for. (Unit 29) The certificate is issued to Rimor Development LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0083 10/4/2021 ELECTRICAL CERTIFICATE NO. 45569 9/10/2021 PLUMBERS CERTIFICATION DATED 9/1/2021 All Su k rVbing Cornetors Inc. c th rigectSignature S�fFnt�r TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 45569 Date: 12/14/2020 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#29, B-2 Alt-2 model) At premises located at: 58 Millstone Ln Unit 29, Cutchogue SCTM # 473889 Sec/Block/Lot# 102.1-2-3 Pursuant to application dated 12/1/2020 and approved by the Building Inspector. To expire on 6/15/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,911.60 CO -NEW DWELLING $50.00 Total: $1,961.60 I spector 6 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: g 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters, 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of l%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing" land uses: I. Accurate survey of property showing all property lines,streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupanc is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. Y C. Fees L Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$,25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial $15.00 Date. Z 3 c)-6 New Construction: Location of Pro ertY �& 2� Old or Pre-existing Building: C� (check one) , 9 M tjLS-6A House No. Street Owner or Owners of Property: �L�14 ID Hamlet Suffolk County Tax Map No 1000, Section ®,A ° Block ® Lot 80,NFA n ��,�, � � 8 � Filed Map. 7 Lot:�3 Permit No. Date of Permit. Applicant: Health Dept. Approval: ! Underwriters Approval: Planning Board Approval: Request for: I emporary Ceitifi at Final Certificate: (c eck on Fee Submitted:$ ° plic S g at rc s. CONSENT TO INSPECTION the undersigned,do(es)hereby state: Owner(s)Name(s) That the undersigned(is) (are)the gwner(s)of the premises ie T w of Southold,located at which is shown and designated on the Suffolk County Tax Map as District 1000, Section 0;.® Block ,Lot _, That the undersigned(has)(have)filed,or cause to be filed,an application in the Southold Town Buildirig Inspe tor's Office for the f llowing;, That the undersigned do(es)hereby give consent to the Building Inspectors of the Town of Southold to enter upon the above described property, including any and all buildings located thereon,to conduct such inspections as they may deem necessary with respect to the aforesaid application, including inspections to determine that said premises comply with all of the laws, ordinances,rules and regulations of the Town of Southold. The undersigned,in consenting to such inspections,do(es)so with the knowledge and understanding that any information obtained in the conduct of such inspections may be used in subsequent prosecutions for violations of the laws,ordinances,rules or regulations of the Town of Southold. Dated: Z C� 1 Gtr ( r t e) (Signature) (Print Name) *rjf SO Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G ® sean.devlin(a)_town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Rimor Development LLC Address: 58 Millstone Ln Unit 29 city,Cutchogue st: NY zip: 11935 Building Permit# 45569 Section: 102.1 Block: 2 Lot: 3 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 1 st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 51 Ceiling Fixtures 22 Bath Exhaust Fan 2 Service 3 ph Hot Water Gas GFCI Recpt 6 Wall Fixtures 3 Smoke Detectors 2 Main Panel 150 A/C Condenser 1 Single Recpt Recessed Fixtures 34 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Gas Ceding Fan Combo Smoke/CO 3 Transformer UC Lights 12' Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect Switches 38 4'LED Exit Fixtures 11 Pump Other Equipment: Fridge, Gas Oven, DW, Micro, W/D, Gas FP, 150A Panel 30 Circuit/25 Used Notes* New One Story Inspector Signature: Date: September 10, 2021 S.Devlin-Cert Electrical Compliance Form Ij Town Hail Annex !! rLh4 Y l� r��„s;4? ^�rr � Telephone(631)765-I802 54375 Main Road I ": iss,r usma- � Fax(631)765-9502 P.O.Box 1179 Southold,N17 11971-0959 b IRLDING Dl=.A RT11/!ENT `1L'GNWIUT OF SO,,7UT.11.`�S0-11 11', Date: - - te _ O a/ I=-Erilding?erinit i,<o. ('lease print) UM trlease print) cc, iiia' 'hat 1?G solder used 1n the Ft Ater slippy system contains less' an 2/1-0 of 1% -- (i 1ulnbe_ Signa 1"') Sworn to Jeforl:me this day o 20_z)- Af� AW4A FIQRITA Notary Public,wtaie of New York Reg.No.0I F16368364 Qualified in Suffolk County 1'�lCfar;% ruibI A County Commission moires /Z-� . 101j - # # TOWN OF- SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ UNDATION 1ST A& [ ] ROUGH PL13G. [ FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: I -on W(/ I( ia✓ 'h/gYY1Q� DATE INSPECTOR �pF 50UTy hod O� # # TOWN OF SOUTHOLD BUILDING DEPT. `ycou765-1802 INSPECPON- FOUNDATION 1ST [ ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION/CAULKING [v/ll FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O EMTKZ, , qp &ZYt VW *yl v DATE INSPECTOR OF S0(/T �6 ��Av- x -cor L( # # TOWN- OF `(SOUTHOLD BUILDING DEPT. coutm��' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [- ] 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: DATE -', INSPECTOR Of SO(/l�o � 6 # # TOWN OF SOUTHOLD BUILDING DEPT. `y�ourm '' 765-1602 - INSPECTION . [ ] FOUNDATION 1ST [ ] UGH PL13G. [ ] FOUNDATION 2ND [VfINSULATIOWCAULKING [ ] ' FRAMING/STRAPPING [ ] FINAL [ ] -FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION ­J, ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ' [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: JAWh C�c i 6) Nwe� Dds�*/ pu4L_z 7R� DATE INSPECTOR # # TOWN OF SOUTHOLD BUILDING DEPT. �`ycourm�F`` 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND - [ ] "INSUL'ATION/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: Owl�,, .-'ra y 'Dt v t fit 9de o w DATE ZQ Z 9,1 INSPECTOR-- ��( �a0FS0(/lH° h� l0 # TOWN OF-SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLSG. [ ] FOUNDATION 2ND [ ? SULATI0WCAULKING [ ] FRAMING /STRAPPING [ INAL Vb [ ] FIREPLACE &°CHIMNEY [ ] FIRE-SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [n] PRE C/O REMARKS:AMAIKA - �'h�(/ . u. - a 10 lei DATE INSPECTO GRCH ARCHITECTURE PC ® 3750 EXPRESS ERNE SOUTH SUITE 202 ISLANDIA, NY 11749 W W W.GRCHARCHITECTURE.COM (631)864-3395 April 26, 2021 Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold, NY 11971 Att: Mr. Michael Verity Chief Building Inspector Re: Harvest Pointe at Cutchogue Screened in Rear Covered Porch Unit#29— Permit#45569 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. espectfu ly submitted, �\5( D C,F �o E /, C, .,k erveny,AIA, LEED AP Prin al (P yT�oF NE �yO Home Energy Rating Certificate Property HERS Unit 29 Model B2 -Magnolia Rating Type: Confirmed Certified Energy Rater: Michael Fauci Harvest Pointe Rating Date: 2021-09-13 Rating Number: 58 Millstone Ln Registry ID: 309796690 Cutchogue, NY 11935 Estimated Annual Energy Cost Percent HERS Index: 52 Efficient Home Comparison: 48% Better Use MMBtu Heating 49.1 $Cost Cost 42% General Information Cooling 0.7 $44 2% Conditioned Area 3080 sq. ft. House Type Townhouse, inside unit Hot Water 10.7 $197 8% Conditioned Volume 32538 cubic ft. Foundation Conditioned basement Lights/Appliances 20.8 $1229 48% Bedrooms 2 Photovoltaics -0.0 $.0 -0% Service Charges $16 1% Mechanical Systems Features Total 81.3 $2558 100% Water Heating: Conventional, Natural gas, 0.69 EF, 75.0 Gal. Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. Criteria Cooling: Air conditioner, Electric, 16.0 SEER. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 25.00 CFM25 2015 IECC UA Compliance Ventilation System Exhaust Only: 124 cfm, 23.2 watts. 2015 IECC HERS ERI Programmable Thermostat Heat=Yes; Cool=Yes 2015 IECC ERI 2018 IECC UA Compliance Building Shell Features ECCC New York State 2020 Ceiling Flat R-37.7 Slab R-0.0 Edge, R-0.0 Under Sealed Attic NA Exposed Floor NA ® C [►/] 2 Vaulted Ceiling NA Window Type U-Value: 0.290, SHGC: 0.280 �/ J� Above Grade Walls R-21.0 Infiltration Rate 1106 CFM50(2.04 ACH50) Foundation Walls R-13.0 Method Blower door Michael Fauci 1106 CFM x 60 Min/Hr/32538 Ft^3 = 2.04 ACH @ 50 Pa BUILDING DEPT. Energy Testing Services �WNOFSOU�D Lights and Appliance Features 1648 Locust Ave, Unit E Interior Fluor Lighting (%) 0.0 Range/Oven Fuel Natural gas Bohemia, NY, 11716 Interior LED Lighting (%) 100.0 Clothes Dryer Fuel Natural gas Refrigerator (kWh/yr) 568 Clothes Dryer CEF 3.49 , Dishwasher(kWh/yr) 269 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REM/Rate-Residential Energy Analysis and Rating Software v16.0.6 This information does not constitute any warranty of energy costs or savings. ©1985-2021 NORESCO, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. Energy Testing Services 2021 Combustion Safety Testing Form Certified Home Address: 58 Millstone Lane City: Cutchogue Builder Name: Harvest Pointe Builder Tracking# Combustion Appliance Zone(CAZ)# of Location of this CAZ: Basement (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 2021-09-13 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 W1 Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: Heating System Primary: Yes 2 No❑ Tvae: Furnace ✓❑Boiler❑Heat Pump[:[Other❑ t -i2 Venting T=yne 3 Drat Spillage Sin llaQe_ CO CO E tcienc Fuel-TVDCircle Typet' Pascal (Worst Case atural' (Worst Case (Natural) Rating:95.0 N_❑✓ PQ ODER N[]N0mE S_✓ N/A Pa. Pass❑✓ Fail❑_ PassR1Fai10 N/APPM NIA PPM Yes ❑✓ �: Standard Tank aIndirect Tankless ❑ Size: 75.0 Style Common Vent 101 NateYHehte'"r; , Primary: No Instantaneous Commercial�SeeNote5below (Gallons) 4 .Q Q LLl ) Stand Alone Z s z Venting Type 3 Drat Spillage S illa�e (Natural) CO CO Efficiency Fuel Type Circle T e Pascal (Worse Case ( yp) (Pascal) (W ) ' (Worse Case) . (Natural) EF: 0.69 N❑✓ P❑O aE_❑ N❑M Q✓ S❑ N/A Pa. Pass ✓❑Fail❑ Pass❑✓_FailFl N/A PPM N/A PPM Oven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes❑ No❑✓ Oven CO 3 PPM Ambient CO(During Oven CO Testing) o PPM 'Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 2 Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE. If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. {Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) s Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE: If Water Heater Type is"Commercial'and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial'and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Michael Fauci Rater Number: 8619824 Rater Signature: ?llu�/a 4ae Date: 2021-09-13 - - wrightsoftm Manual S Compliance Report Dae: Sept 13,2021 Entire House By: Energy Testing Services... Energy Testing Services 1648-A Locust Ave,Bohemia,NY 11716 Phone 631-244-2627 Email michael@hygradecorp com Project Information For- 58 Millstone Lane, Cutchogue, NY 11935 Cooling Equipment Design Conditions Outdoor design DB: 83.0°F Sensible gain 12393 Btuh Entering coil DB. 75 8°F Outdoor design WB: 71.0°F Latent gain 2499 Btuh Entering coil WB. 63 4°F Indoor design DB- 75.0°F Total gain, 14892 Btuh Indoor RH 50% Estimated airflow- 600 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type Split AC Manufacturer- Generic Model. SEER 16 Actual airflow 600 cfm Sensible capacity: 12600 Btuh 102°/x, of load Latent capacity: 5400 Btuh 216% of load Total capacity. 18000 Btuh 121% of load SHR. 70% Heating Equipment Design Conditions Outdoor design DB. 10.0°F Heat loss- 28094 Btuh Entering coil DB- 62.6°F Indoor design DB. 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type. Gas furnace Manufacturer Generic Model: AFUE 92 Actual airflow- 600 cfm Output capacity 36800 Btuh 131%of load Temp. rise. 0 °F Meets all requirements of ACCA Manual S. wrightsofta 2021-Sept-13 Right-SuitUniversal e@ 2018 18 0 32 RSU20066 14 37 07 Page 1 AC .�� ,x CCK...mor Model B2 MAN JSD%Rimor Model B2 MAN JSD rup Calc=MJB Front Door faces W V, Residential Plans, Examiner Review • Form ACCK. Design •. • Equipment, 15 Mar 09 Pr W ndnntx�omra�,s aareta Header'Informatlon Contractor Energy Testing Services REQUIRED ATTACHMENTS ATTACHED Manual J1 Form(and supporting worksheets) Yes ❑ No ❑ Mechanical license or MJ1AE Form'(and supporting worksheets) Yes ❑ No ❑ OEM performance data(heating,cooling,blower) Yes ❑ No Building plan#. Manual D Friction Rate Worksheet Yes r-1 No Duct distribution sketch Yes F-l No ❑ Home address(Street or Lot#,Block,Subdivision) Model 132(Magnolia), Entire House HVAC • •D CALCULATION (IRC M1401.3) Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature. 10 °F Orientation Front Door faces West Indoor temperature. 68 of North,East,West,South,Northeast,Northwest,Southeast,Southwest Total heat loss 28094 Btuh Number of bedrooms 2 Conditioned floor area 3299 ft' Summer Design Conditions Number of occupants 3 Outdoor temperature 83 °F Indoor temperature 75 °F Windows Roof Grains difference: 30 gr/Ib @50% RH Eave overhang depth 15.0 ft Sensible heat gain 14083 Btuh Internal shade none Blinds,drapes,etc. E0V8 Latent heat gain 2840 Btuh Depth Window Total heat gain 16922 Btuh Number of skylights 0 EQUIPMENTHVAC • 41 Heating Equipment Data Cooling Equipment Data Blower Data Equipment type Gas furnace Equipment type SplitAC Heating cfm. 600 Fumace,Heat pump,Boiler,etc. Air Conditioner,Heat pump,etc. Cooling cfm 600 Model. Generic Model Generic Static pressure 0.60 in H2O AFUE 92 SEER 16+ Fan's rated external static pressure for design airflow Heating output capacity 36800 Btuh Total cooling capacity 0 Btuh Heat pumps-capacity at winter design outdoor conditions Sensible cooling capacity 0 Btuh Aux heating output capacity 0 Btuh Latent cooling capacity 0 Btuh DISTRIBUTIONHVAC DUCT .1 Design airflow 600 cfm Longest supply duct 246 ft Duct Materials Used Equipment design ESP 0.60 in H2O Longest return duct 83 ft Trunk duct Sheet metal Total device pressure losses -0 6 in H2O Total effective length(TEL) 328 ft Available static pressure(ASP): 0,01 in H2O Friction rate: 0.003 in/100ft Branch duct Round flex metal Friction Rate=ASP-(TELx 100) I declare the load calculation,equipment,,equipment selection and-duct design were rigorously performed based'on the building plan listed above. I understand,the claims made on these forms will be subject to review and verification. Contractor's printed name: Contractor's signature- Date- Reserved for County,Town Municipality orAuthority having jurisdiction use. 'Home qualifies for MJ1AE Form based on Abridged Edition Checklist -FFF wrightsoft" Right-Suite®Universal 2018 18 0 32 RSU20066 Load Short Form Job: - - wrightsoft" Date: Sept 13,2021 Entire House By: Energy Testing Services... Energy Testing Services 1648-A Locust Ave,Bohemia,NY 11716 Phone 631-244-2627 Email michael@hygradecorp com Project • • For: 58 Millstone Lane, Cutchogue, NY 11935 Design • • Htg Clg Infiltration Outside db(°F) 10 83 Method Blower door Inside db(°F) 68 75 Shielding/stories 3(partial) / 1 Design TD (°F) 58 8 Pressure/AVF 50 Pa/958 cfm Daily range - M Inside humidity (%) 50 50 Moisture difference(gr/Ib) 44 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16 AHRI ref Coil AHRI ref Efficiency 92 AFUE Efficiency 14 7 EER, 16 SEER Heating input 40000 Btuh Sensible cooling 12600 Btuh Heating output 36800 Btuh Latent cooling 5400 Btuh Temperature rise 56 °F Total cooling 18000 Btuh Actual air flow 600 cfm Actual air flow 600 cfm Air flow factor 0 024 cfm/Btuh Air flow factor 0.050 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.83 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Bsmnt 1673 7475 884 183 45 Bed 2 194 3399 1766 83 89 CL 18 0 0 0 0 Bath 2 60 934 180 23 9 Foyer 112 1351 496 33 25 M bath 110 176 119 4 6 C L1 15 0 0 0 0 M bed 353 2367 1625 58 82 Breakfast 55 2044 1485 50 75 Laundry 23 43 493 1 25 Pant 16 0 0 0 0 Kitchen 190 295 1739 7 88 Living 237 4065 2310 99 116 Dining area 198 2054 667 50 34 Calculations approved by AC CA to meet all requirements of Manual J 8th Ed. -wrlightsoft, 2021-Sept-13 Right-Sude®Universal 2018 18 0 32 RSU20066 14 37 07 Page 1 ACCK .mor Model E32 MAN JSD\Rimor Model 82 MAN JSD rup Calc=MJ8 Front Door faces W v Mud 48 359 142 9 7 Garage 374 0 0 0 0 Entire House 3674 24562 11906 600 600 Other equip loads 3532 487 Equip. @ 0.88 RSM 10906 Latent cooling 2499 TOTALS 3674 28094 13404 600 600 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -F�rF wrilghtsoft9 2021-Sept-13 Right-Suite®Universal 2018 18 0.32 RSU20066 14 37 07 Page 2 X% mor Model B2 MAN JSD\Rimor Model 82 MAN JSD rup Calc=MJ8 Front Door faces W w Project Summar Job: Wrl htsoft Date: Sept 13,2021 Entire House By: Energy Testing Services... Energy Testing Services 1648-A Locust Ave,Bohemia,NY 11716 Phone 631-244-2627 Email michael@hygradecorp com �Projpct Information For 58 Millstone Lane, Cutchogue, NY 11935 Notes Design Ifformation Weather: Suffolk Co.Ap, East Quogue(Islip Dd), NY, US Winter Design Conditions Summer Design Conditions Outside db 10 'F Outside db 83 °F Inside db 68 °F Inside db 75 of Design TD 58 'F Design TD 8 of Daily range M Relative humidity 50 % Moisture difference 30 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 24562 Btuh Structure 11906 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(55 cfm) 3532 Btuh Central vent(55 cfm) 487 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 28094 Btuh Use manufacturer's data - n Rate/swing multiplier 0.88 Infiltration Equipment sensible load 10906 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial)/ 1 Pressure/AVF 50 Pa/958 cfm Structure 1356 Btuh Ducts 0 Btuh Central vent(55 cfm) 1143 Btuh Heating Cooling Outside air Area(ft') 3299 3299 Equipment latent load 2499 Btuh Volume(ft') 19156 19156 Air changes/hour 0.25 0.11 Equipment Total Load (Sen+Lat) 13404 Btuh Equiv.AVF(cfm) 80 37 Req total capacity at 0.70 SHR 1.3 ton Heating Equipment Summary Cooling Equipment Summary Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16 AHRI ref Coll AHRI ref Efficiency 92AFUE Efficiency 14.7 EER, 16 SEER Heating input 40000 Btuh Sensible cooling 12600 Btuh Heating output 36800 Btuh Latent cooling 5400 Btuh Temperature rise 56 'F Total cooling 18000 Btuh Actual air flow 600 cfm Actual air flow 600 cfm Air flow factor 0.024 cfm/Btuh Air flow factor 0 050 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0 60 in H2O Space thermostat Load sensible heat ratio 0.83 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Wri9htsoft- 2021-Sept-13 �•r.-, Right-Suite®Universal 2018 18 0 32 RSU20066 14 37 07 Page 1 ACCA. mor Model 132 MAN JSD%Rimor Model B2 MAN JSD rup Calc=MJB Front Door faces W v N Level 2 K90 PrRakfast 71 K98 cfm 40 cfm 1m Living Kftc ien 105 cfm M bed adlab Pant Lrndry �'0 cfm Dining area Mud M bath Ei67 fm 11 cfm 1\40 cfm CLI 1\7 cfm Stair I Foyer 11\27 cgRth 2 CL Garage Broan Exhaust Fan Model L150 60 CFM Energy Star Continous user timer Bed 2 K107 cfm Job#: Energy Testing Services Scale.1 .91 Performed by Energy Testing Services ... Page 1648-A Locust Ave Right suite®Universal 2018 Model B2(Magnolia) Bohemia,NY 11716 18.0.32RSU20066 Cutchogue,NY 11935Phone:631-244-2627 2021-Sept-13 14 37 16 mlchael@hygradecorp com N JSD1Rimor Model 82 MAN Jso.rup J N Level 1 6x16 8x16 1 x16 1 219 dm adiab 0 Bsmnt Makeup air 60 219 cfm CFM Skuttl 14" 5" model 216 24x16 24" 8x16 --------------------- 9 Job#: Energy Testing Services Scale- 1 91 Performed by Energy Testing Services ... Page 1648-A Locust Ave Right-Sude®Universal 2018 Model B2(Magnolia) Bohemia,NY 11716 18.032 RSU20066 Cutchogue,NY 11935 Phone 631-244-2627 2021-Sept-13 14 37.16 mlchael@hygradecorp.com N JSD1Rimor Model 132 MAN JSD rup J Duct System Summary Job: Wrightsoftw Date: Sept 13,2021 Entire House By: Energy Testing Services... Energy Testing Services 1648-A Locust Ave,Bohemia,NY 11716 Phone 631-244-2627 Email michael@hygradecorp corn Project • • For: 58 Millstone Lane, Cutchogue, NY 11935 Heating Cooling External static pressure 0.60 in H2O 0.60 In H2O Pressure losses 0 59 In H2O 059 In H2O Available static pressure 0.01 In H2O 0.01 In H2O Supply/return available pressure 0.007/0.003 In H2O 0007/0.003 in H2O Lowest friction rate 0 003 in/100ft 0.003 in/100ft Actual air flow 600 cfm 600 cfm Total effective length (TEL) 328 ft • • 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 Bath 2 h 934 27 11 0.003 5.0 Ox 0 MtFx 31.3 205.0 SO Bed 2 c 1766 100 107 0.003 9.0 Ox 0 MtFx 35.3 1950 st1 Breakfast c 1485 60 90 0.003 9.0 Ox 0 MtFx 29.5 190.0 st2C Bsmnt h 7475 219 53 0.004 14.0 OX 0 MtFx 35.5 150.0 st2A Dining area h 2054 60 40 0.004 7.0 Ox 0 MtFx 17.3 160.0 st2 Foyer h 1351 40 30 0.003 6.0 OX 0 MtFx 18.3 215.0 st1 Kitchen c 1739 9 105 0.005 9.0 Ox 0 MtFx 14.5 140.0 st2 Laundry c 493 1 30 0.005 5.0 Ox 0 MtFx 3.0 1500 st2 Living c 2310 119 140 0.005 10.0 Ox 0 _ MtFx 34.8 1300 st2 M bath c 119 5 7 0.003 4.0 Ox 0 MtFx 205 225.0 st1 M bed c 1625 69 98 0 004 9.0 Ox 0 MtFx 37.0 170.0 st26 Mud h 359 11 9 0.004 4.0 Ox 0 MtFx 7.8 1600 SO Supply Trunk Detail Table' ' Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st2C Peak AVF 60 90 0.003 135 11 1 16 x 6 ShtMetl st2B SO Peak AVF 182 163 0.003 205 147 16 x 8 ShtMetl st2 Peak AVF 538 557 0.003 209 21 8 16 x 24 ShtMetl st2A Peak AVF 348 242 0 003 224 183 16 x 14 ShtMetl st2 st213 Peak AVF 129 188 0.003 212 146 16 x 8 ShtMetl st2A Bold/italic values have been manually overridden W rightsoft, 2021-Sept-13 Right-Suite®Universal 2018 18 0 32 RSU20066 14 37 07 Page 1 ACM mor Model B2 MAN JSD1Rimor Model B2 MAN JSD rup Calc=MJ8 Front Door faces W JReturn Branch Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (In) (in) Opening(in) Matl Trunk rb2 Ox 0 219 53 828 0.003 205 14.0 Ox 0 MtFx rb1 Ox 0 501 667 78.0 0.003 212 24.0 Ox 0 MtFx -Fp-wrightsoft, 2021-Sept-13 A. a n, Right-Suite®Universal 2018 18 0 32 RSU20066 14 37 07 Page 2 )ft mor Model 132 MAN JSD\Rimor Model B2 MAN JSD rup Calc=MJB Front Door faces W h _may - i f M 'f i1.•SQP+T27 IN r G fir..°•.���.� �. ,,,, W., 05 a [® j { c M�. g'�� a •'! .ifs � _9 t 1 1 J �n u .r �k r I MEW r i r Ef c� •, . _' h. T�,� �t'.,��-7t7�""�•-�'.""i ;� ,t -�.,kms�,„^ �-„vy.- �,�ar.,.rye • �G ';�,r-r " � �:� •; V,.". A, n; •V a w 1 4g ,V p i f tr , t � t; 1 Y t, vx i { �+ i M 6 p} a -'s• � �� aka, i �r y. 5 3 � x • �r j.sw' -�•�.mac-i�v.+'. 'tee ��,,,�. •mow-:� '►.�-.• �_ 5 y GRCH ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH .p SUITE 202 1 ISLANDIA, NY 11749 WWW.GRCHARCHITECTURE.COM (631)864-3395 April 23, 2021 Town of Southold Building Department 53095 Main Rd P.O. Box 1179 Southold, NY 11971 Attn. Michael Verity Chief Building Inspector Re: Harvest Pointe at Cutchogue Cutchogue, New York Unit No. 29 / Permit No. 45569 Dear Inspector Verity: Please be,.advised that the basements of the above referenced units constructed on site meet the re ents for conditioned space as defined in the 2015 IRC and Energy Code as well as the 2017 Code upplem nt Respectf Ily submitted, D ARC �Q�ERT CycF herveny, AIA, LEED AP Prin pal (P '9 02381'3 Q T�OF NE�� GRCH ARCHITECTURE FSC 3750 EXP ES RIVE SOUTH SUITE 202 IL _4,• -,- : I$IrAI�iQIA. NY 99749 �` �. z . _- - - - --- f WWW.GRCHARCHITECTURE.COM ;: 1_ _- i= ,_—T- -�- ;ire �.. . .- , �' -�- (639)864-3395 November 14, 2018 Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold NY 11971 Attn, Ms.Amanda Nunemaker Plans Examiner Re: Harvest Pointe at Cutchogue Dear Ms. Nunemaker, The following two insulation products noted below have been selected for their flame/smoke spread properties to meet the requirements of the New York State Residential Code for both spray foam and draped blanket insulation exposed in basement condition. Spray Foam Insulation at Rim Joist: Sill Plates Headers and Rim Joist (Residential Code Section R316.5.11 Maximurn thickness 3 %" (provided ±3") Flame spread index 25 or less and smoke-development index of 450 or less is provided: Provided/ Installed Bayseal Closed Cell Spray Foam Insulation report less than 4" (see products sheet) provides flame spread index of 25 or less and smoke-development index less than 450 in accordance with ASTME84. Draped Foundation Wall Insulation Blanket (Residential Code Section R302.10.1 Insulation materials, including facings shall have a flame spread index not to exceed 25 with an accompanying smoke. Development index not to exceed 450. Provided/ Installed: "Ecotouch Flame Spread 25 Fiberglass Insulation: (see product cut sheet) Provides a flame spread Index of less than 25 and smoke-development Index less than 50 in accordance with ASTM . espectfu,ll)/ IA, d, IEO ARc oecy,Glen ChervLi AP Principal 02381' �0 TF�F NES MM[EC.HA'CM_41CALCOWnPORA71OW 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, i Louis DeSantis President 20 Feldland Street, Bohemia, NY 11716 • (631) 563-1298 o Fax: (631) 563-2954 OFFICE LOCATION: 31AILING ADDRESS: Town Hall Annex ®�soP.O.Box 1179 54375 State Route 25 ��� Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Southold,NY Telephone:631765-1938 www.southoldtowuny.gov O PLANNING BOARD OFFICE TOWN OF SOUTHOLD September 30, 2021 t Mr. Henry Alia Rimor Development LLC P.O. Box 908 Cutchogue, NY 11935 Re: Site Plan Inspection, Certificates of Occupancy Units 27-30, 39, 40, 43-46, 111-114 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# 27-30, 39, 40, 43-46, and 111-114 of the above-referenced Residential Site Plan, with exception of supplemental evergreen plantings required behind units 45 and 46, have been completed based on the site inspection made on September 21, 2021. These units and the supporting infrastructure on site are now in general conformance with the approved site plan dated September 26, 2017 and the Planning Board supports the issuance of a Certificate of Occupancy for these 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 E CM V E Chairman cc: Michael Verity, Chief Building Inspector OCT 0 5 2021 Michael Collins, Town Engineer BUILDING DEPT. TOWN OF sOUTHOLD SCOTT A. RUSSELL '����' �� MICHAEL M. COLLINS, P.E. R SUPERVISOR TOWN TOWN ENGINEER TOWN HALL - 53095 MAIN ROAD ti TOWN OF SOUTHOLD,NEW YORK 11971 Tel. (631)-765-1560 Q Y Fax (631)-765—9015 *-4� ® ='r A•110IAEL_COLLINS4PTO\VN S(7!Jr 1LDNY'IJS OFFICE OF THE ENGINEER TOWN OF SOUTHOLD Brian Cummings September 22, 2021 Planner Southold Town Planning Department 54375 Main Road Southold, New York 11971 Re: Harvest Pointe— Units 27-30, 39-40, 43-46 & 111-114 Chapter 236 Inspection Dear Mr. Cummings: I have inspected Harvest Pointe and determined that the developer has achieved final stabilization for the front and side lawn areas of units 27-30, 40, 43-46 & 111-114. The rear areas have not achieved final stabilization but have been seeded and should be fully stabilized within two weeks. I also inspected unit 39 and determined that the developer has not achieved final stabilization of the lawn areas but these have been graded and should be fully stabilized within two weeks. Additionally, the driveways of units 27-30, 39-40 &43-46 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 OCT 0 5 2021 Mgt A Mr !TYWIM Le FOUNDATION(2i Ru.Jp 111 M"�I ter' �r aAN1 iffxm/ I ovI, WMIA 0"all illpLl=l :� / rival �. I/ TOWN OF SOUTHOLD—BUILDING DEPARTMENT y i Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 oy • o� Telephone(631) 765-1802 Fax(631) 765-9502 htti)s://www.southoldtownny.gov \ For Office Use Only Date Received PERMIT NO. ��J l� Building Inspector: ; ti! - ld !t{ 4/ [ ,,� Applications and forms must be filled out in their entirety.Incomplete applications 1LJU DEC — 7 2020 will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. BI aAPPLIC�4TIOIV �OR',�UiL®ING PERMIT". Date: �'� 2, `2� 'i.:Y aNk,` a`_;,+' {:taJ .` kO ,D ,OWNER(S),OF PROPERTY: _ t Rimor Development Tax Map#:SCTM#1000- 102.01 - 02- Physical Address: Phone#: 631-678-2667 Email: teamM?a65@gmail.com Mailing Address: ,CONTACT-PERSON: , V Name:Henry Alia Mailing Address: PO Box 908 Cutchogue, NY 11935 Phone#: 631-678-2667 Email: teamalia65@gmail corn .DESIGN PROFESSIONAL INFORMATION: Name:GRCH Architecture Mailing Address: 3750 Express Dr_South_lslandia NY 11749 Phone#: 631-864-3395 FL ,,-CONTRACTOR INFORMATION: ; Name:Rimor Development Mailing Address: PO Box 908 Cutchogue, NY 11935 Phone#: 631-678-2667 Email: teamalia65@gmail.com rDESCRIPTION OF;PROPOSED,CONSTRUCTION 2New Structure ❑Addition ❑Alteration ❑Repair El Demolition Estimated Cost of Project: ❑Other $ C)LIC), az,_Np Will the lot be re-graded? { Yes ❑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: 1 ;�•.fit`; Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to thisproperty? 2Yes ❑No IF YES, PROVIDE A COPY. —on file with buildina department 9 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 insp rs on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Sectio 0.45 of the New York State Penal Law. Application Submitted By(print name . my Alia {Authorized gent Downer Signature of Applicant: Date:T �G l 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 4day of ���� , 20,;[a Notak P blic SHERRY PIRONE PROPERTY OWNER AUTWWI*IC,STATE OF NEW YORK on No. 01P16388308 (Where the applicant is no the oM U&d in Suffolk County Commission Expires March 04, 2023 I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 3i BUILDING DEPARTMENT-Electrical Inspector iF sp TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 "tele hone 631 765-1802 - FAX (631) 765-9502 rogerrOsouthold ownngov seand(&- southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ail information Required) Date: 21 .k) �) Company Name: 6)-T M r �- ', C Name: t' License No.: ' r' em-lit,- —V ��- Address:---V,o i3 la Phone No.: JOB SITE INFORMATION (All information Required Name: !' p , LLC vl 4c- Address: 1� 8 Cross. Street: r Phone No.: 3i BIdg.Permit#: 4cj�j Cp - email:� 'Oj- - I.CO Tax Map District: 1000 Section: 1CQ, 01 Block: A b O b Lol: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: YES NO Rough In�j�� Final ��. Do you need a Temp Certificate?: ES O Issued On Temp Information: (All information required) Service Siz 1 Ph 3 Ph Size: A #Meters�� Old Meter# (eZwSejrv�' a- 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 ,I 02- Request for Inspection FormAs ✓� , Y ,?4 �4S, �'� BUILDING DEPARTMENT- Electrical Inspector -, Z� n" 'TOWN OFSOUTHOLD. :S e� • r Town Hall Annex- 54375'Main Road -'PO'Box 1179 Southold,,New York 1.1971-0959, telephone (631),7.65-1802 - FAX (631) 765-9502 rogerr(_soufholdtovunny.cov soand�southoldtownny.cov APPLICATION FOR ELECTRICAL,INSPECTION ELECTRICIAN INFORMATION (Ali information Required) Date: Company Name: 4 Name: _ s f v .License No-: ZrI D em i ' jrn cC. Address: p A 1 Phone No.: lv JOB SITE-'INFORMATION (Ail information Required Name: 7 . lel C I /address: S,3 ` Cross Street: Phone No.: 31 U a CAZI ;BIdg.Permit#: Tax Map District: 1000 Section: JCQ, 01 Block: . o Lol: BRIEF DESCRIPTION OF WORK (Please Print Clearly) - r . Circle All That Apply: Is job,ready for inspectio �l�n?, YES NO Rough lnFinal Do you need a Temp Certificate?: ES O Issued On Temp Information: (All information required) Service Siz _1 Ph 3 Ph Size: ).zj�CL_A #Meters Old Meter# I(eZwServ' - 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 0 Request for Inspection Form.xis 'J \"✓0 PERMIT# Address: Switches Outlets GFI's 'b Surface ' 'Y 1 Sconces � H H's � f UC Lts Fans Fridge HW I f Exhaust Oven Dryer i ft— S I DW ' Service Carbon�/f Micro Generator Combo I Cooktop Transfer 1F AC AH Mini -Special: Comments J �4St1FF0(�c� i Town Hall Annex 54375 Main Road G j Telephone(631)765-1802 P- O. Box 1179 Fax(631) 765-9502 Southold, NY 11971-0959 CIOjj % i BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRU SS.T'YPE CONSTRUCTION PRE-ENGINEERED WOOD CONSTRUCTION ANDIOR T1111IB'ER CONSTRUCTION Date.- Owner: ate:Owner: 1, Q7 Locafiion of Property: J 584��5-��e Please to otice that the{-ghedk applicable line): _ New commercial or re:�icEenfiial'sfiructure _. 'Addition to existl'ng,c6himerciat Qrresidential strucfi rre' _ ehabilitatiprifo.ari ex istErig'c6rnt7tercial or residerit[aistructure to be con . erfohi ied"a : - p t the �ubjecf property reference above will utiI ze (check appl' able~line): Truss,type,consfiruction (TT) QC>L-)+ C)'/1 _ Pre-eng{ned wood construction (PW)� +�- -- Titnber constn ictioii in the following location(s) (check appli6abliOine}: Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framin Signature: Name (person submitting this form): Capacity (check applicable line): _ Owner _ Owner representative TrussReg15.docx Effective 111A.2015 ,�}�1, � i � `•s`�,'�r-.,`ami ilij�iu•�'�� .?�l':'�r�.'....Q r.''`�r�Lc7,4`•'� M yR.� EP • ' . SS's �!ti •` i %Pri"—�%" s•7� +s t! i 7. y�J+ ,� Ly'11uc t+,•th' � �vc.p� �! '. is My���,,'` .� "r r�G*.-.��. i:rfica„lrj{ � f jay f�'�i:a!•,4 {�t �C�a 4r��r +.}� + .v�L�ai:. tY ��rE �,� •„ •'�a"�"at {i�a +y ti�•(.FS ti�V-tom r +.?--t'{t' 1� R . f4�k'.s Y�ht � 1dr,J. la•�T {� n a.�"'1G���_- 'w�� ( �1 Et ,r Jy A;��'YE Ta�. +3^+ar'i,�,- J `'•.t N r titj �M7 Lhr��t• ti at� '•a} ff�}? �q E..E �Y eS 'S'�. f 3 a i}a �*rc y �� F�xG�"�r �� �i it M �h�� t1 J !r i Erb r �•'J a r 1� t 'r�• ��°- trd �r a �''� #. f • � a a 'f, r n 3� �it ��,�€`; �,yT�at;.i rpri''r!j a?, ��{� '"'�'i C" y. # i E �. inti ,.:,..w�r•+:,..Fr.-,ia . t "2 ^te a�n 7�Jf♦r d,+ F :, +tilt �K' 'awflt x '`^r- a{ � i .. .•r— r M,�j.�Y ' r R f}t•`�tt _� "` �' 4 s r < t T +y� �R E � w t J-�4...?r'S``� � vya.alr i i� {" �{ T + .7(• f ;1{dESy rar"+s _}irtr `' �" •wafr t "• ++.. tiit n 'r 1� .fir� f i�"'"JR4 'k, ti F.. �I`t� ;- `Er•`�`��i� � ,-t�l 3>.f f;�. . . r�4 i• (= ft.b ,s'{,1 'Stesw,,, Mufi s�. ; ?�{j. 1 fir; tillt : y�i.5+� � dr.s.li x Y •� 1 i a ! as x^ n c a �r�' E+T -n-�r r rF a�'w" w'' t•w [ k r J t i 1•. 1. � ��i ,`a 1MRyJ(` ! L.Y• I`v aC i"� -L.. t ! s• `. ..'Ifs" ,f; 1 iso '' 4 +q�� �.:. R ," tt r�` � _gy d"Y y(�` # . ���yy s i;M -�, �t .: ✓". ".� : IqF S 'u yt�'!. Y A� f..... IE � �`F Y � � i ��� 1�"., tam! �� � � � \ •uj \ k ..J t t. .t'-l 1._. f fE C t � , iE-s7,'F6•r�.vm*• '�vr. .rs�..,,.-rc.in.. ..w,.s.•«,,,.w... g -P W", -------------- LA PROPOSED (PERVIOUS 13.7' 13.7' 25 27' 20 BI 30 29- B* & 'r3 BI B7 Uj EN EN ITI ......... xn�', ew Wil z g, 11K. 0-V Fl, 37FIVED NO, R"muz-1�4, 06-w g em N WIN hN,W N w uy R7 �"XR -Z -XL Rl LA "w 2 TYPE B-D 'i VII W RAMP TYPE B-D (Typ.) RAMP MN3 � (Typ-) LE nal 01 gpmK, 4- LA A4 BPI �-UU TY DEPARTMENT OF HEALTH SERVICES FOR OFFICE USE ONLY OFFICE OF WASTEWATER MANAGEMENT 360 YAPHANK AVENUE,SUITE 2C,YAPHANK,NY 11980 Health Department Ref.No. (631)852-5700 OR HealthWWM@suffolkcountyny.gov APPLICATION TO Ul®Ali EXISTING PERMIT TO CONSTRUCT SEWAGE DISPOSAL AND WATER SUPPLY FACILITIES FOR A SINGLE FAMILY DWELLING REFER TO REVERSE SIDE OF THIS FORM FOR INSTRUCTIONS PLEASE COMPLETE APPLICABLE SECTIONS OF THIS FORM. ALL SIGNATURES MUST BE ORIGINAL. SECTION 1 FOR ALL RENEWALS AND TRANSFERS EXISTING REFERENCE NUMBER: R10-17- Tax Map No• 1000 District Section Block Lot ()Lt- () '2- Name 2Name of Current Applicant: Rimor Development LLC Tel#: 631 735 9200 Mailing Address:PO Box 908, Cutchogue, NY 11935 Email address:teamalia65@gmail.com Name of Current Agent:Henry Alia Tel#: (631) 678-2667 Mailing Address: PO Box 908, Cutchogue, IVY 11935 Email Address:teamalia65@gmail.com DATE OF ORIGINAL APPROVAL: 09/08/2017 *If more than 6 years old and SCDHS site inspections have not been performed,a new a lication will be required SECTION 2 9 FOR TRANSFERS WITH PREVIOUS APPLICANT/AGENT PERMISSION Name of Previous Applicant/Agent: - 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 TRANSFEIIS WITHOUT PREVIOUS APPLICANT/AGENT PERMISSION Name of Previous Applicant's Architect/Engineer/Surveyor: - I hereby authorize the above named current applicant to use the previous applicant's survey/site plan for this project prepared by me; for the purpose of transferring the above named reference number and its site design. Architect/Engineer/Surveyor's signature: Date: SECTION 4 FOR ALL RENEWALS AND TRANSFERS Application is hereby made to[ ]TRBANSFER, '-)-`e RENEW(cheelt'appiiicabl� .a permit to construct in accordance with this application,surveys and plans submitted. I hereb certify that I Ita<<i examined this complete application and the statements therein are true and correct,and that all rirk- hal e one in accordance with all applicable Town,County,State and Federal Laws. `'Any false statement made herein iss ble as a}misdemeanorpursuant-to S21,0.45,6f New York State Penal Lay." Signature of Current A 1 ca Ag nt a Date I,'`�� 1 V i C S3 Print Name of Current plic'nt/ en ,°x- Title enrylia-= Agent/Project Manager PARTMENT USE ONLY Permit is Transferred/ enewe Until e - 2,3 Number of Bedrooms Approved /IIA Signature of Department Representative 1 `�m— Date /O— d,-m ?-,o WWM-104(Rev. 02/12) PIPE SHALL BE 15- CPP WITH- A SLUFF. OF Ma i FOLLOW UNLESS OTHERWISE NOTED: ® STANDARDS: SPECIFICATIONS SHALL INCORPORATE THE PROVISIONS OF THE AWWA STANDARDS AND/OR MANUFACTURER'S RECOMMENDED VECTIONS TO BE 4" DR-18 WITH MINIMUM SLOPE INSTALLATION PROCEDURES. 3E MINIMUM 6" DR-18 PVC OR CAST IRON WITH A BEDDING: A CONTINUOUS AND UNIFORM BEDDING SHALL BE PROVIDED IN THE TRENCH FOR ALL BURIED PIPE. BACKFILL MATERIAL SHALL BE TAMPED IN LAYERS AROUND THE PIPE AND TO A SUFFICIENT HEIGHT BRUTE DR=18 PRESSURE PIPING ABOVE THE PIPE TO ADEQUATELY SUPPORT AND PROTECT THE PIPE. BE C900 BLUE STONES FOUND IN THE TRENCH SHALL BE REMOVED FOR A DEPTH WATER MAIN TO BE 10" WITH 6" HYDRANT OF AT LEAST SIX INCHES BELOW THE BOTTOM OF THE PIPE. SERVICE CONNECTIONS TO BE 1 ® COVER: ALL WATER MAINS SHALL BE COVERED TO A MINIMUM DEPTH OF 54 INCHES WITH EARTH OR OTHER INSULATION TO PREVENT INIMUM OF 10 FEET OF SEPARATION BETWEEN FREEZING. ' WER/DRAINAGE LINES. ® BLOCKING: ALL TEES, BENDS, PLUGS AND HYDRANTS SHALL BE IINIMUM SEPARATION OF 20 FEET FROM SANITARY PROVIDED WITH REACTION BLOCKING, TIE RODS OR JOINTS DESIGNED ALL DRA"S AND DRYWELLS. TO PREVENT MOVEMENT. 4IN1MUM SEPARATION OF 10 FEET BETWEEN 3. TESTING WATER/DRAINAGE LINES. ' PLANS AND SPECIFICATIONS SHALL REQUIRE THE FOLLOWING: -ERVICES TO BE INSTALLED BY PSE&G AND MAY VARY DUE TO FIELD CONDITIONS. ELECTRIC 6 PRESSURE AND LEAKAGE TESTING: ALL TYPES OF INSTALLED PIPE HYDRO—ACTION UNITS SHALL MAINTAIN 5 FEET SHALL BE PRESSURE TESTED AND LEAKAGE TESTED IN ACCORDANCE TION FROM ALL SANITARY APPURTENANCES. WITH THE LATEST EDITION OF AWWA STANDARD C600. o DISINFECTION: WATER MAINS ARE TO BE DISINFECTED IN 2/DRAINAGE LINE CROSSINGS SHALL MAINTAIN A ACCORDANCE WITH AWWA STANDARD C-651--86, OR THE LATEST EPARATION OF 18" MINIMUM BETWEEN PIPING. (SEE REVISION, � CONTRACTOR SHALL ENSURE ALL CROSSING BACTERIOLOGICAL TESTING: BACTERIOLOGICAL ANALYSES OF WATER T DURING CONSTRUCTION. SAMPLES COLLECTED AFTER DISINFECTION ARE REQUIRED AT LOCATIONS SPECIFIED BY THE SUFFOLK COUNTY DEPARTMENT OF S TO MAINTAIN ALL REQUIRED VERTICAL HEALTH SERVICES. GENERALLY, A BACTERIOLOGICAL SAMPLE IS REQUIRED FOR EVERY 1000 LINEAR FEET OF WATER MAIN OR PORTION THEREOF. INSTALLED UNDERGROUND. Unit Numbers Habitable Garage Area Total (SF) Harvest Pointe at Area (SF) (SF) 77-124 1,999 486 2,485 Cutchopme 1,3,3,16,12,14, 21,23,26,27,29, Cutch®yue, New York 1,33,36,39,41,45 1,599 363 1,962 Town ®f Southold 5,47,49,50,52,54, ,58, 59,68, 72, 76 No. Revision Date Appvd. 2,5,6,9,11,13, 13 TOWN/SCDHS REVISIONS 7/28/17 AVL 19,20,22,24, 12 TOWN REVISIONS 6/14/17 AVL 3,28,30,32,35,38, 1,599 363 1,962 11 SCDH REVISIONS 4/22/17 AVL J,42,44;48,51,53, 10 REVISED PHASING PLAN PER TOWN- 4/6/17 AVL __ 73,74,75 - " 9 TO1wN-REVISiOOt 3 _ �__� x/27117-�:—- : 4,7,34,37,43,55 8 SCDH REVISIONS 3/9/17 AVL ;1,63,65,67,69,71, 1,599 380 1,979 esi®reed,icir,ir, A d;,rt; <N....;;, ti`= �`''':=, t;hockod�6Y� �t'.vt: 1 - ��Ai F�:- .'.G.,>:._ ,•5 "- %GY',v'", "ti.3a��,'Li�:'`'te`::;s'• �%f�`rsv:a-,=; 15,16,17,18 1,999. 408 2,407 Issued for Date July 10, 2015 N/A 6,188 N/A 6,188 SCTo 1O®V-1®gym®1®33.3 o ! - SC®HS Approval ay.4nasro+w.a..assrra...+M•••a.-m.•.rlb•.s...wav-ew+.a*-aumN.onw�e+serwemaae..wawwrOD^`NN � S"UF,5-'0LX COUNTY DEPAR ViENT OF HeA,4.TH SE13W ES p5—RIM Von APPROVAL Or FOR A SINGLE FAB,LV RESIDENGE 04"M T�rT 4 -•,1-- 1 / . . 8 Q 9 F-NO, v- !' �.��.' '- ,- �.» A PPROW'D....,„ G.;�'.I;a-.der..._, .� , Drawing Number FOR MAXIMUM OF:-L�'fL.SEDWCMG O'FNr-' E�t 4@ t. U Fa � fA� Y � � ~ B � `Q G co p �A r i r-ttl Cn Sheet of N�o� 6!, 9 28iG, Topesslo Project Number 29305.00 SCDHS Reference # CIO-06-001 c-:)9 ' 0- 5 , c { u N N o O 4 N in � p P I y W � T N:-4 - � CD cn w 00 r- ;U v7Z WZ p N q 1`13p O) CD II II CD 4M CD W O � CA00 ca N OWD U1 Z N Z 1- .Z7 CO W Cptlpp � � r � w 1— � AN N �� � 11 � p IVB _ v NS 11 W NNp p' y Ipl C v l j W N W O G � Op CCD p 1 wARVES�,NE MILLSTONE LANE 900le �' SUB PAVEMENT GRIFFING S4 E STREET -•—� 238.82' LrLIU38°24'18"W S 38024'18"W 1 — — 403.I 48.0T95' cno B B. CURB W CA - -3 '51 a I CJ1 CO) S37004'40"E N N n 0 � (,l �CY��16I'1 2 I r-32 Ca�r6 n (/ OI __1 co 1 � 18.5' l 0 19.1 oN 4.0' cn I O ICCID FOUNDATION ONLY Z D OF FOUNDATION=35.7] 3.2' m O O o -i 0 -n 1 D 5.2' ,s' I > UNIT 29 UNIT 30 A N I V 2.0' 2.0'u I � 2.0' 22.5' 2.0' � V 1269.77' (ACTUAL) 0 14 5' ° 10 0' A y ru W S37004'40"E o 16.1' 14.2' 4 I NOTES: THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE i — PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION 12-19-2018 FOUNDATION LOCATION ITISAVIOLATI NOFENGEWYORERING ANDLANEDUCATION NLAWAR 145.ON ���\`,1��T,�°f /A/�/ FOUNDATION AS-CONSTRUCTED SURVEY FOR PROFESSIONAPERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED i��,`�°leJ,ege••e,e°')/ 1_/// UNITS 29-30 UNIT DESIGNATION MAP OF PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY IF `��L °� DAVID /O°ie�®��i AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED.THE '��\ A HARVEST POINTE CONDOMINIUM 1 ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH v (e e e FILE NO.:490 FILED September 28, 2020 ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTRAT10N .�1 .- SITUATED AT COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS BLUE INKED m °� 5. SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY. a 0 I e o CUTCH OG U E TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS e: , °•°O,e S C.T.M DISTRICT 1000,SECTION 102 01,BLOCK 0200•LOTS 3&4 OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE �\�•eO° 0 SILCOCONDITIONS NDIT D ANY,INCLUDING BUT NOT NS.VEGETATION,TREES,PATHS, EB WETLANDS,WATER COURSES, / S02 3°,0` ` A NELSON ; POP E OTHEROTHAN VISIBLE PERMANENT STRUCTURES DEBRIS OR ANY OTHER CONDITIONS ,� ////� I q f�D I C \����` COPYRIGHTQ NELSON&POPE,ENGINEERS AND SURVEYORS ALLRIGHTS i <'`i J engineers-a 1ChheCtS-surveyors RESERVED NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED /I 70 Maxess Road,Melville,NY 11747. 631.427.5665.nelsonpope.com IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN f� PERMISSION OF THE SURVEYOR INDIVIDUALSURVEYS THIS PLAN WAS PREPARED TO ASSIST IN OBTAINING FRAMING PERMITS FROM LOCAL DRAWN BY: JE CADD No.: 00026 IS SCALE: MUNICIPALITIES AND IS NOT AUTHORIZED NOR GUARANTEED FORANY OTHER PURPOSE CHECKED BY: PE FILE NO.: SHEET NO.: 1 OF 1 'I 1"=30' f DATE: 03-01-21 PROJECT NO.: 00026 I, Q W W I NOTES. THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE vJ Q PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE 2 O O- NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, - PLANTING AREAS.ADDITIONS TO BUILDINGS AND ANY OTHER'CONSTRUCTION DO // Q IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145,f�/// ILL. fn G PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,F OR Gg E PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSE PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY IF �C J _ W AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE MILLSTONE LA N E GG _w MAW W w ALTERING ENGINEER ELAND SURVEYOR SHALL SAFFIX TOIGNATURE THE ITEM HIS SEAL AND F� �E �w� THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH GAS SERVICE Gw w wp TER GVFtB ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION _ SUB PAVEMENT E -w 1O' B 6 COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED ELEC.SERVICE W W W SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BEA VALID TRUE COPY 10" WATER MAIN -W�fw W-W w W O 3 I NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS W U' DROP CURB ; B B. CURB OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED 0_ I UNDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED LULU 3 AS TO ACCURACY,EXISTENCE,EXACT LOCATION,TYPE OR USE,ACTIVE OR INACTIVE DI0(DE OX Qj y W U) W ��J3 010 (2� �X W U ELECTRIC AND GAS UTILITY LOCATION PROVIDED'FROM PSEG DISTRIBUTION DESIGN LUO 3w; QW>W aQOW>It I; PLAN DATED 7/21/18 LOCATION OF GAS AND UTILITY IS APPROXIMATE AND LOCATED W m>Q0 >Qo Cy 3�. TYPICALLY IN THE SAME TRENCH ACCURACY OF UTILITY IS NOT GUARANTEED NOR IS CONC.WALK ' U WIxD X W WO M Z!�S CONC.WALK W 3 THERE ANY GUARANTEE THAT ALL EXISTING UTILITIES ARE SHOWN ON THIS MAP .-- OQBDO 00000 c� �� �' CONSULT WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR fD m ELE I G) FURTHER DESIGN `L ELEC. co '� 17'0 METER o 13.0' Cl! EI ip'13.0'o O 18'5' PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE SUFFOLK COU DEFAf��ENT OF R TH SERVICES ¢ METER �13 O'_ G `* 18.6 cV I 2 S� CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, ?' G' v 18.5 nj 19'1' w o� GAS i,2 5' I i SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS AI�PROQB'"' ����P"�S �i� ®4fliO1CS I("�R z METER °?2 5' I I 14 0' N METER I GARAGE 1 2 5, OTHER THAN VISIBLE PERMANENT STRUCTURES OCT9 �y pe I GARAGE I 02.5' I GARAGE I 0 ® SINGLE FAM UILY RESIDENCE O j�� I ,p 1 I 3,3'(6 COPYRIGHTC)NELSON&POPE,ENGINEERS AND SURVEYORS ALLRIGHTS UU h1!\ /�/t11�VS71U1 2,5',p I GARAGE 1 I 3 3' I 1 RESERVED NO PART OF THIS DRAWING,MAY BE REPRODUCED BY PHOTOCOPYING, Ref.No.-RI 0- 0-100a3 �-1000? p 3 2' 1 1 I 3 2, 1.8' iD 1 ____I ^ RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED No.v V �`j � 1---- IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN N PERMISSION OF THE SURVEYOR hO I---- �--- I I" 5.3' 2 STORK' FRAME s3 X99 disposaj 6.11d vrafer suppV at this 10 OR h� �.6 5.2' 7 1 STO Rli FRAME 1 9' N ih ADDITIONAL IMPROVEMENTS AND/OR POSSESSION,IF ANY,NOT LOCATED,NOT speCWs9anftfCeri� Ihis RESiD�NCE SHOWN 3"aft a agave" -waw tudb 2g � RESIDENCE r 31' W ALL SANITARY PIPING 4-AND 6'SDR 95,TYPICAL ��a�ry FOR A M�"tib' � BEDROO & U' L 4 O~ UNIT 31 � UNIT 32 UNIT 29 F.FL.-36.0 UNIT 30 ('g 2 p' cn G.FL. 35.2 '� 2.0' DIP INV 9 2.0' .� DIP INV.I 22.5' ^� 2.0 '� Z O r 32.53 I o S„, ' z❑ - Z G 32.69 �' 16 1' v �]� O W (0 132' 0 0 0) 14.4' o cD 13.1'm Cragg Kriepper, PIE", �]jef 12.9'a o cam, o co TYP. U �� ui M 14.4' 11.0' B Ei 145' CO,INV.32.58 a ZO 10.9' �y� } R/O ENCL. ,, ICQ ®f Wastarwater Managerfient a C)0:C 11.1' 4"SDR-35 O� CO TYP. w Z O CO,TYP. n PIPE,TYP. POR H U cn N INV 32 57 CO IN M.H. c' O U O o INV.32.49,, w I IN M.H. z •, W/CASTING a cD S T INV. AT GRADE 17 1' 86.5' 6"SDR-350 INV N CO IN M.H: AT GRADE 15 2' 31.53 PIPE,TYP.@ 0 95 76 32.29 W/CASTING ���t YQ p INV 31.58 INV.31.72 s s s- s- s- s- s- s- s AT GRADE T-1 _ _ INV.32.40 f= ETF V. sT-2 INV, 3N85 3V. N34 0 31.34 12.1' 6"SDR-35 PIPE, HARVEST POINTE HOME OWNERS �l �✓ Q ' = TYP.@ 198% S 380 24' E 20" ASSOCIATION DESIGNATION LINE , � 10 1' 6"SDR-35 PIPE, INV INV. 513.85 O TYP.@ 3 76% 30.73 27.80 o �J� LP 10'0 x DEEP L�P Q c��`No. OPO E C E 1J E ELECTRIC PANEL I OCT 0 5 2021 DD BUILDING DEPT. SANITARY SYSTEM AS-BUILT TABLE FO9-072-2021SANITARY DATION LO8knON SANITARY AS-CONSTRUCTED SURVEY FOR TOWN OF SOUTHOLD STRUCTURE NAME TIE A TIE B AS-BUILT UNITS 29 - 31 UNIT DESIGNATION MAP OF UNITS#29,30&31 HARVEST POINTE CONDOMINIUM 2 ST-1 55.0' 32.3' FILE NO.:490 FILED September 28, 2020 5T-2 57'2' 38.0' SITUATED AT LP 65.4' 51.2' CUTCHOGUE TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK S C.T M DISTRICT 1000,SECTION 102.01,BLOCK 02 00,LOTS 003 000,004.000&005 000 HEALTH DEPARTMENT REFRENCE NUMBERS&AREA'S f � � III E L S O N POP E UNIT No. HD REF No. HABITABLE AREA GARAGE AREA TOTAL GROSS FLOOR AREA 29---- ---R10-17=0083 1,599 S.F. 363 S.F. 1,962 S.F. 30 R10-17-0084 1,599 S.F. 363 S.F. 1,962 S.F. engineers•architects•surveyors 31 R10-17-0085 1,999 S.F. 408 S.F. 2,407 S.F. 70 Maxess Road,Melville,NY 11747. 631.427.5665.nelsonpope.com DRAWN BY: NP CADD No.,INDIVIDUALS00026S SCALE: CHECKED BY: MS FILE NO.: SHEET NO.: 'I OF'I DATE: 09-16-2021 PROJECT NO.: 00026 ii APPROVED AS NOTED -7� A4ust provide M DATE: �B.P.# ( D, J anaoualS FEE: �� l�� � ;V. WS S as per NOTIFY BUILDING _" ARTMENT AT 'S Energy ®de 765-1802, 8A TO 4 'M FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED Blower door FOR POURED CONCRETE and ductwork 2. ROUGH - FRAMING: & PLUMBING 3. INSULATION testing required. 4. FINAL - CONS"c q MUST BE COMPLETE r ALL CONSTRUCTALL MEET THE PLUMBER,CERTIPrATION REQUIREMENTS OF THE CODES OF NEW ON.LEAD CONTENT BEFORE YORK STATE. NOT RESPONSIBLE FOR CERTIFICATE OFOCCUPANCI DESIGN OR CONSTRUCTION ERRORS. SOLDER USED/N WATER COMPLY WITH ALL CODES OF SUPPLY SYSTEM,CANNOT NEW YORK STATE & TOWN CODES EXCEED 2110 OF 1% LEAC AS REQUIPED AND CONDITIONS OF I ptAVM0ARD Lul '(i��� � TOWN TRUSTEES ~}1`LL"PLUMBING WASTE NBFEERTPIG EORLINES OCCUPANCY OR U S E I S U N LAWFUL irRUSS PL.ACARDING REQUIRED WITHOUT CERTIFICATE OF OCCUPANCY DRAINAGE INSPECTIONS ARE REQUIRED ELECTRICAL Contact TOS Engineering at 765-1560 before INSPECTION REQUIRED Backfill,OR Provide Engineer's Certification that the drainage has been installed to Code. All exterior lighting I D0 NOT PROCEED-WITR installed,replaced or jRAMING UNTIL SURVEY repaired shall conform HAS BEEN�APPROVE ON to Chapter 172 of the Town Code ARE IN 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 F- W P I ANS TABLE R405.1 L./1 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 govern the materials, design, application, construction and installation of foam plastic materials. Properties of Soil Classified According to the Unified Soil Classification System W CC ,, 2020 RESIDENTIAL CODE OF NEIN 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 UNIFIED SOI 1""t E 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 VOLUME 2020 EXISTING BUILDING CODE 0 F NEW YORK STATE 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 OTE wL 0 2020 FIRE C 0 D E O F NEW YORK STATE R 302.1.12.1 Materials. Draftsto in material shall be not less than , 2 inch sum board, 3 8 inch wood structural anels. p p SYMBOL cHARAOTERIsnes POTENTIAL EXPANSION = R316.4 Thermal barrier. Unless otherwise allowed in Section R316.5, foam lastic shall be se orated from Z r , 0 L PP 9 / 9YP / P GW WELL GRADED GRAVELS, GRAVEL SAND MIXTURES, � V 20 20 MECHANICAL C 0 D E 0 F NEW YORK STATE the interior of a building by an approved thermal barrier of not less than inch gypsum wallboard. LrTTLE OR NO FlNES GooD Low Low R302.13 Fire protection of floors. Floor assemblies that are not required elsewhere in this code to be fire-resistance rated, shall be provided with a 1/2 inch R316.5.3 Attics. The thermal barrier specifiedo in O�on R 316.4 is not required where all of the following apply: GP POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES, GOOD LOW LOW 0 W 2020 PLUMBING CODE 0 F NEW YORK STATE sum wallboard membrane, 5 8 inch wood structural anel membrane, or a uivalent on the underside of the floor framin member. 1. Attic access is req ed by Sec n R .1. LITTLE OR NO FlNES ` o rn 9YP / P q 9 GROUP I SW WELL GRADED SANDS, OR GRAVELLY SANDS, b_ �J fn - 2. The space is entered only for purposes of repairs Or maintenance. LITTLE OR NO FlNES GOOD LOW LOW (� +r r 2 . 2020 PROPERTY MAINTENANCE CODE OF NEW YORK STATE AND NEPA 70 3. The foam lastic insulation has been tested in accordance with Section R316.6 or the foam lastic insulation is rotected a amst i nition usin 379 inch SP POORLY GRADED SANDS, OR GRAVELLY SANDS, � '� V > - C Exceptions: sum boardP P P 9 9 9 M � Q N} 2020 NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE- 4. Woad floor assemblies using dimension lumber or structural composite lumber equal to or greater than 2 inch by 10 inch. 9YP LrrrLE OR NO FlNES GOOD Low Low � R316.5.11 Sill lates and headers. Foam lastic shall be ermitted to be s ra a lied to sill lates and headers or installed in the erimeter joists ace without the GM SILTY GRAVELS, GRAVEL SAND SILT MIXTURES O MEDIUM LOW � y w Z_ P P P P Y PP P P 1 P SM SILTY SAND, SAND SILT MIXTURES GOOD MEDIUM LOW Z U m RESIDENTIAL P R OVI S I 0 N S Section R303 thermal barrier specified in Section R316.4 subject to all of the following: d'S Light, Ventilation and Heating 1. The thickness of the foam plastic shall be not more than 3Y inch. GC CLAYEY GRAVELS, GRAVEL SAND CLAY MIXTURES MEDIUM MEDIUM Low 0 Q W Cl) R303.1 Habitable rooms. Habitable rooms shall have an aggregate glazing area of not less than 8 percent of the floor area of such rooms. 2. The density of the foam plastic shall be in the range of 0.5 and 2.0 pounds per cubic foot. sc CLAYEY SANDS, SAND CLAY MIXTURES MEDIUM MEDIUM Low ,n 4 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, =1 r- ao GENERAL Exceptions: with ASTM E 84 or UL 723. SILTY OR CLAYEY FIND SANDS OR CLAYEY SILTS WITH MEDIUM HIGH LOW ❑ U °' '^ 1. The glazed areas need not be operable where the opening is not required by Section R310 and a whole-house mechanical ventilation system is GRouP 2 SLIGHT PLASTICITY m R101.2 The provisions of the 2020 Residential Code of NYS for One and Two Family Dwellings shall apply to the construction, alteration, movement, enlargement, installed in accordance with Section M1507. Section R317 Protection of Wood and Wood-Based Products ainst Deca CL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, `-' re lacement re air ui meet, use and occu arc , location, removal and demolition of detached one and two family dwellings and townhouses not more 2. The glazed areas need not be installed in rooms where Exception 1 is satisfied and artificial light is provided that is capable of producing an A9 Y GRAVELLY CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN MEDIUM MEDIUM MEDIUM (D 2 P P , eq P P Y R317 All sills and lates on exterior foundation wall to be ressure reservative treated in accordance with AWPA U1. CLAYS TO Low 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 N a 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. R317.3 Fasteners and connectors in contact with reservative treated and fire retardant treated wood. Fasteners, includin nuts and washers and connectors in has been sufficiently braced to prevent damage by the back fill where the unbalanced height of fill exceeds 4 feet. It is installed on the interior or exterior or is integral to any opaque surface of the building envelope. Ceiling Height P 9 Z inimum hei ht. Minimum ceilin hei hts of 7'-0" in habitable rooms. Minimum ceilin hei hts of 6'-8" in bathrooms, toilet rooms & laund ' rooms. contact with preservative treated wood and fire retardant treated wood shall be in accordance with this section. The coating weights for zinc coated Section R405 Foundation Drainage Mezzanine: An intermediate level or levels between the floor and ceiling of any story. R305.1 M g g g 9 9 ry fasteners shall be in accordance with ASTM A 153. Stainless steel driven fasteners shall be in accordance with the material requirements of ASTM F 1667. R405.1 Concrete or masonry foundations. Drains shall be provided around concrete or mason foundations that retain earth and enclose habitable or O 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 s aces located below rade ry � 2. A shower or tub a ui ed with a showerhead shall have a ceilin hei ht of not less than 6 feet 8 inches above an area of not less than 30 P g Drainage tiles, gravel or crushed stone drains, perforated pipe or other approved systems or materials shalt be 0 speed (Vult) is 130 mph or greater. q PP 9 9 R 319.1 Address identification. Buildings shall be provided with approved address identification. The address identification shall be legible and placed in a position installed at or below the top of footing or below the bottom of the slab and shall discharge by gravity or mechanical means into an approved � inches by 30 inches at the showerhead. that is visible from the street or road fronting the property. Address identification characters shall contrast with their background. Address numbers shall drainage system. IX i t ther obstructions in basements containin habitable s ace shall be ermitted to ro ect to within 6 feet 4 inches of the R301.1.1 Alternative provisions. As an alternative to the requirements in Section R301.1, the following standards are permitted subject to the limitations of this code 3. Beams, g rders, dud s or o g p P P 1 be Arabic numbers or alphabetical letters. Numbers shall not be spelled out. Each character shall be not less than 4 inches in height with a stroke with Exception: A drainage system is not required where the foundation is installed on well drained round or sand ravel mixture with it � 9 9 so s accoPding and the limitations therein. Where engineered design is used in conjunction with these standards, the design shall comply with the Building Code. finished floor. of not less than 0.5 inch. Where required by the fire code official, address identification shall be provided in additional approved locations to facilitate to the unified Soil Classification System, Group I Soils, as detailed in Table R405.1. 07 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 O purposes of glazing. other sign or means shall be used to identify the structure. Address identification shall be maintained. t 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 R406 Foundation Waterproofing and Dompproofing 0 R301.1.3 Engineered design. Where a building otherwise conventional construction contains structural elements excee Ing e R406.1 Concrete and masonry foundation dampproofing. Except where required to be waterproofed, foundation walls that retain earth and enclose interior M 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 inches below the top of the basement O demonstrate corn liance of nonconventional elements with other applicable provisions and shall be compatible with the performance of the conventional framed 1. Where the glazing is within 24 inches of either side of the door in the plane of the door in a closed position. R 321.1 Elevators. Where provided, passenger elevators, limited use and limited application elevators or private residence elevators shall comply with ASME A17.1/CSA floor to the finished rade usin a bituminous coatin . LL P 9 9 g �--n system. Engineered design in accordance with the International Building Code is permitted for buildings and structures, and parts thereof, included in the 2. Where the glazing is on a wall less than 180 degrees from the plane of the door in a closed position and within 24 inches of the hinge side of B44 an in-swin m door. � Z C n 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 FII. The space between the excavation and the foundation wall shall be backfilled with orous fill u to a hei ht of one-half of the backfill) R308.4.6 Glazing adjacent to stairs and ramps. Glazing where the bottom exposed edge of the glazing is less than 36 inches above the plane of the adjacent P P 9 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. � M Exceptions: Section R322 Flood Resistant Construction The remainder of excavated area shall be backfilled with the same type of soil as was removed during excavation. ❑ speed in Table R301.2(2) as determined from Figure R301.2(5)B. 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 W R301.2.1.2 Protection of o enin s: Window lazin in windborne 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 horizontall from the walkin surface. Y P J 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 material. If this retarder material is used, provide 1 s.f, of venting per 1500 s.f. floor area. Install vents within 3 feet of each comer of ASTM E1886 per section 301.2.1.2.1. Garage door glazing shall meet impact-resisting standards or ANSI/DASMA 115. comply with the provisions associated with the most restrictive flood hazard area. Buildings and structures located in whole or in part in identified foundation. �"� 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" by 24". shall be precut and attached to the framing surrounding the opening. Panels shall be predrilled and secured with the attachment hardware provided. . UNFINISHED BASEMENTS IN A SINGLE FAMILY HOME & IN EACH TOWNHOUSE UNIT BASEMENT, ARE REQUIRED TO HAVE AT LEAST ONE EMERGENCY ESCAPE R 322.1.5 Lowest floor. The lowest floor shall be the lowest floor of the lowest enclosed area, including basement, and excluding any unfinished flood-resistant AND RESCUE OPENING PER SECTION R310. (Egress window & window well) enclosure that is useable solely for vehicle parking, building access or limited storage provided that such enclosure is not built so as to render the building R502.2.2 Blocking and subflooring. Blocking for fastening panel edges or fixtures shall be a minimum of utility grade lumber. Subflooring shall be wood �� TABLE R301.2 1 R310.1 Emergency escape and rescue opening required. Basement shall have not less than one operable emergency escape and rescue opening. or structure in violation of this section. structural panels as specified in Section 503.2. Rreblocking shall be of any grade lumber. ( ) R310.2.1 Minimum o enin area. Emer en and esca a rescue o enin s shall have a net clear o enin of not less than 5.7 s uare feet. The net clear R 322.1.6 Protection of mechanical, plumbing and electrical systems, Electrical systems, equipment and components; heating, ventilating, air conditioning; plumbing R502.4 n CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA P 9 9 P P 9 P 9 q a liances and lumbin fixtures; ducts tems; and other service a uI ment shall be located at or above the elevation re uired in Section R322.2 or Joists u der bearing partitions: Provide 2x full depth blocking ® 48" o.c. max. where beam is not located under wall to allow for piping or vents. O height opening shall be not less than 24 inches and the net clear width shall be not less than 20 inches. PP P 9 � q P q R502.6 The ends of each joist, beam or irder shall have not less than 1 1 2 inches of bearin on wood or metal and not less than 3 inches of bearin GROUND Wind Design SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER Air Mean R310.2.2 Window sill height. Where a window is provided as the emergency escape and rescue opening, it shall have a sill height of not more than 44 inches R322.3. 1 9 / "9 g F-- a r T , N DESIGN UNDERLAYMENT FLOOD Freezing Annual Exception: Locating electrical systems, equipment and components; heating, ventilatin , air conditionin ; lumbin a liances and lumbin fixtures; duct on masonry or concrete or alternatively, the ends of joist shall be supported on a 1"x4 ribbon strip and shall be nailed to adjacent stud. t""'1 SNOW SPEED To o ra hical Special Wind DESIG FROST LINE RDS above the floor; where the sill height is below grade, it shall be provided with a window well in accordance with Section R310.2.3. 9 9 P 9 PP P 9 W P 9 P TERMITE DECAY TEMP REQUIRED HAZ Index Tem tems• and other service a ui ment is ermitted below the elevation re uired in Section R322.2 or R322.3 rovided that the are desi n R502.7 Lateral restraint at su rts. Joists shall be su orted lateral) at ends b full de th solid blockin orb attachment to band or rim joist. LOAD m h Effects Wind bourne CATEGORY WEATHERING pEpTM P Sys q p p q p y g ed and installed to PPo PP Y Y P 9 Y 1 � ( 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 revent water from enterin or accumulatin within the corn nents and to resist h drostatic and dr n R502.8.2 En ineered wo r Region Debris inches. The area of the window well shall allow the emergency escape and rescue opening to be fully opened. P 9 9 Po y by ody amid loads and stresses, including the effects of g od p oducts. Cuts, notches and holes bored in trusses, structural composite lumber, structural glue-laminated members, 0 buoyancy, during the occurrence of flooding to the design flood elevation in accordance with ASCE24. Electrical wiring systems are permitted to be located cross-laminated timber members or I-joists are prohibited except where permitted by the manufacturers recommendations or as shown on these m 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 � ' J 10 the window in the fully open position. Ladders or rungs shall have an inside width of not less than 12 inches, shall project not less than 3 inches below the required elevation provided that they conform to the provisions of the electrical part of this code for wet locations. drawings. `i 20 140 NO (B) SEVERE 36" MODERATE SLIGHT TO Yes X 1500 nches on center vertical) for the full hei ht of the window well. 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 Design. Wood trusses shall be designed in accordance with approved engineering practice & be pre ared b a re istered truss desi n ❑ TO HEAVY MODERATE Degrees from the wall and shall be spaced not more than 18 I y g P Y 9 9 w O of flood waters into the system in accordance with the plumbing provisions of this code. professional where required by the statues of the jurisdiction in which the project is to be constructed. 1� R310.2.3.2 Drainage. Window wells shall be designed for proper drainage by connecting to the buildings foundation drainage system required by Section R405.1 R 322.1.8 Flood-resistant materials. Building materials and installation methods used for flooring and interior and exterior walls and wall coverings below the elevation ,j or by an approved alternative method. required in Section R322.2 or R322.3 shall be flood damage-resistant materials that conform to the provisions of FEMA TB-2. r R301.2.1.4 Exposure category. Exception: A drainage system for window wells is not required where the foundation is on well-drained soil or sand-gravel mixture soils in accordance R 322.2.2 Enclosed area below design flood elevation. Enclosed areas, including crawl spaces, that are below the Section R506 Concrete Floors (On Ground) 1. Exposure B. Urban and suburban areas, wooded areas or other terrain with numerous closely spaced obstructions having the size of single family dwellings with the United Soil Classification System, Group I soils, as detailed in Table R405.1. R506.1 Concrete slab on grades to be min 3-1/2 inches thick. ( , design flood elevation shall: R506.2.2 Base, A 4 inch thick base course consisting of clean graded sand, gravel, crushed stone, crushed concrete: or crushed blast-furnace slag passing V or larger. Exposure B shall be assumed unless the site meets the definition of another exposure. R311.6 Hallways: min. 36 clear width. 1. Be used solely for parking of vehicles, building access or storage. 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 2. Be rovided with flood o nin s that meet the followin criteria and are installed in accordance with Section R322.2.2.1: a 2-inch sieve shall be placed on the prepared subgrade where the slab is below grade. � 600 feet from the artiall obstructed area. Includes flat o en dour and rassland. R311.7.1 Width. Stainv shall be not less than 36 inches in clear width at all oints above the permitted handrail height and below the required headroom P 9 9 Exception: A base course is not required where the concrete slab is installed on well-drained or sand-grawel mixture soils classified as Group I P y P 9 a P 2.1 The total net area of non-egineered openings shall be not less than 1 square inch for each square foot of enclosed area where the enclosed area � 3. Exposure D. Flat, unobstructed areas exposed to wind flowing over open water for a distance of not less tan 5000 feet. Exposure D extends downwind 600 height. The clear width of the stairway at and below the handrail height, Including treads and landings, shall be not less than 31 � inches where a according to the United Soil Classification System in accordance with Table R405.1. Q is measured on the exterior of the enclosure walls. R506.2.3 Vapor retarder. A 6-mil (0.006 inch) polyethylene or approved vapor retarder with joints lapped not less than 6 inches shall be placed between F- feet from the unobstructed area. handrail is installed on one side of s inches where handrails are provided on both sides. R 322.2.2.1 Installation of openings. The walls of enclosed areas shall have openings installed such that: the concrete floor slab and the base course or the re ared sub rade where no base course exists. The val or retarder is not re uired for Gara es U) R311.7.2 Headroom. The headroom in stairways shall be not less than 6 feet 8 inches. P P 9 P q g R301.3 Story Height. The wind provisions of this code shall apply to buildings with story heights not exceeding 11 feet 7 inches and the laterally unsupported R311.7.3 Vertical rise. A flight of stairs shall not have a vertical rise larder than 151 inches (12.58') between floor levels or landings. fl There shall be not less than two openings on different sides of each enclosed area; if a building has more than one enclosed area below the design utility buildings and other unheated accessory structures. Z U 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 flood elevation, each area shall have openings. rovisions, provided that story heights are not exceeded. An engineered design shall be provided for the wall or wall framing members where the limits of R311.7.5.1 Risers. The riser height shall be not more than 8 1/4 per supplement. 2. The bottom of each opening shall be not more than 1 foot above the higher of the final interior grade or floor and the finished exterior grade W P R311.7.5.2 Treads. The tread depth shall be not less than 9 inches per supplement. immediately under each opening. Section R602 Wood Wall Framing R602.3 Desi n and construction. Com onents of exterior walls shall be fastened in accordance with Tables R602.3 11 throw h R602.3 4. Wall sheathin 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 g p ( ) 9 ( ) 9 R311.7.5.3 Nosings. A nosing projection not less than 3/4 inch and not more than 1 X inches shall be provided on stairways with solid risers. 3. Openings shall be permitted to be installed in doors and windows; doors and windows without installed openings do not meet the requirements of this 0 resist wind loads shall be in accordance with the Building Code. . shall be fastened directly to framing members and shall confirm to the requirements of Table R602.3(3). R311.7.8 Handrails shall be provided on not less than one side of each flight of stairs with four or more risers. section. O R302.2 Townhouses. Common walls se aratin townhouses shall be assi ned 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 322.21 Coastal high-hazard areas (including V Zones and Coastal A Zones, where designated) Elevation requirements. 0 P 9 9 - r I a the bottom of the lowest horizontal 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 a eas and coasts A Zones, shall be elevated so th t shall be rated for fire exposure from both sides and shall extend to and be tight against exterior walls and the underside of the roof sheathing. Electrical 1. Handrails shall be permitted to be interrupted by a newel post at the tum. structural members supporting the lowest floor, with exception of piling, pile caps, columns, grade beams and bracing, is elevated to or above the base installations shall be in accordance with Chapters 34 through 43. Penetrations of the membrane of common walls for electrical outlet boxes shall be in R311.7.10.1 Spiral Stairways. S iral stairways are permitted provided that the clear with at and below the handrail is not less than 26 inches and the walkline floor elevation plus 1 foot or the design flood elevation, whichever is higher. TABLE R602.3(l) FASTENING SCHEDULE accordance with Section R202.4. P 2. Basement floors that are below grade on all sides are prohibited.R 322.3.3Foundations. Buildings and structures erected in coastal high-hazard areas 1. Where a fire sprinkler system in accordance with Section P2904 is provided, the common wall shall be not less than a 1-hour fire-resistance-rated wall radius al not greater than 24� inches. Each tread shall have a depth of not less than 6 inches at the walkline. All treads shall be identical, and the and Coastal A Zones shall be supported on pilings or columns. DISCRIPTION FASTENING (a,b,c,d) IYPE assembly tested in accordance with ASTM E 119 or UiL 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 2-hour-resistance-rated wall R 311.8 Ramps. 1. BLOCKING BE"v___ JOISTS OR RAFTERS TO TOP PLATE THREE 8D COMMON. TOE NAIL Section R325 Mezzanines THREE 8D COMMON. TOE NAIL R 311.8.1 Maximum slope. Ramps serving the egress door required by Section R 311.2 shall have a slope of not mare than 1 unit vertical in 12 units 2. CEILING•JOISTS TO TOP PLATE 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 , LAPS THREE 16D COMMON FACE NAIL Where it is technical infeasible to corn I because of site constraints, rams shall have a sloe of not more than 1 unit vertical in 8 units R 325.3 Area limitation. The aggregate area of a mezzanine or mezzanines shall be not greater than one-third of the floor area of the room or space in which ) r` TABLE R3o2.1 1 N PY P P OVER PARTITIONS � ) 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 r I• - r` EXTERIOR WALLS horizontal (12.5 percent). w r N °� located. 4. CEILING JOIST TO PARALLEL RAFTERS + LAPS TABLE R802.5.1(9) FACE NAIL ¢ ry N N ri ti `.° ui MINIMUM MINIMUM FIRE R 312.1 Guardrails: Porches, balconies, and stair landings 30" above floor or grade to be installed with 36" high railings, balusters not to allow passage of a �i EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE sphere 4 inches or more in diameter. R 325.4 Means of egress. The means of egress for mezzanines shall comply with the applicable provisions of Section R311. 5. COLLAR TIE TO RAFTERS THREE 10D EACH FACE NAIL � � N N c+i ri v; � .- 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 ROO, TRUSS TO PLATE THREE 10D COMMON 2 ON SIDE + 1 ON OTHER TOE NAIL Wiu_LS NOT FIRE-RESISTANCE RATED o HouRs i'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 7. ROOF RAFTERS TO RIDGE VALLEY OR HIP THREE IOD COMMON. TOE NAIL of the following: Exceptions: RAFTERS PROJECTIONS FIRE-RESISTANCE RATED 1 HOUR ON THE UNDERSIDE 22 feet to <5 feet 1. Mezzanines or portions thereof are not required to be open to the room in which they are located, provided that the aggregate floor area of the TWO 16D COMMON. END NAIL 1. Operable windows with opening that will not allow a 4 inch diameter sphere to pass through the opening where the opening is in its largest opened enclosed s ace is not reater than 10 ercent of the mezzanine area. " TABLE R302.1(2) osition. P 9 P 8. STUD TO STUD NO AT BWP P ( ) 16D COMMON AT 24 O.C. FACE NAIL EXTERIOR WALLS- DWELLINGS WITH FIRE SPRINKLERS 2. 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 Section R313, a mezzanine shall not be required to be open to the room in which the mezzanine is located. ) 16D COMMON AT 16"O.C. FACE NAIL cn MINIMUM MINIMUM FIRE 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. 10. BUILT UP HEADER, TWO PIECES z z EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE R312.2.2 Window o enin and control devices. Window o enin control devices shall corn with ASTM F 2090. The window o enin control device, after 16D COMMON AT 16 O.C. ALONG EACH EDGE FACE NAIL g g P 9 P 9 PN P 9 R401.4.1 In lieu of a complete geotechnical evaluation footings shall be placed on rock, sand gravel and/or gravel, sand, silty sand, clayey sand, silty gravel or cn a_ FIRE-RESISTANCE RATED 1 HOUR 0 feet o eration to release the control device allowin the window to full o n, shall not reduce the net clear o enin area of the window unit to less than 11. CONTINUOUS HEADER TO STUD FOUR 8D COMMON. TOE NAIL W'� P 9 Y Pe P 9 clayey gravel with a presumptive design load bearing value of 2,000 PSE. Do not place footings on soil that consists primarily of clay or silt or have z z z O z z � N � NOT FIRE-RESISTANCE RATED o HouRs 3 feet the area required by Section R310.2.1. any inorganic material or fill. 12. TOP PIATES TO TOP PLATE 16D COMMON 0 16"0/C FACE NAIL O O o H O 0 z J TABLE 2,402.2 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 5� 5 > w 5 a. ¢ So " 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'I�IN LAP SPICE Cu w w w � 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) � Qr w Gc m ch a5 U 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 PIKE TO JOIST OR BLOCKING (NOT AT BWP) 16D AT 16"O.C. FACE NAIL f° " R302.2.4 Para ets for townhouses. R313.1.1 Design and installation. Automatic residential fire sprinkler systems for townhouses shall be designed and installed in accordance with Section P2904 0 P or NFPA 13D. R 403.1.5 Stepped Footings: Step footing 1 ft vertical maximum on 2 feet horizontal where slope of footing bottom exceeds 10% 15. BOTTOM PLATE TO JOIST OR BLOCKING (AT BWP) 2-16D AT 16°O.C. FACE NAIL C-' 1. The parapet shall extend) not less than 30 inches above the roof surfaces. , R 403.1.3.6 Isolated concrete footings. In detached one and two family dwellings that are three stories or less in height and constructed with stud bearing walls, 16. TOP OR BOTTOM PLATE TO STU Exception: A parapet is not required in the preceding two cases where the roof covering complied with a minimum Class C rating as tested in accordance with 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 D TWO 16D COMMON. END NAIL 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. isolated plain concrete footings supporting columns or pedestals are permitted. N FOUR 8D COMMON. TOE NAIL '� R313.2.1 I e esi n d and ' stalled in accordance with Section P2904 or NFPA 13D. R 403.1.6 Foundation Anchora e: Wood sole lates at exterior walls on slabs and all wood foundation wall sill plates shall be anchored with Y 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 Design and installation. Automatic residential fire sprinkler systems Sha I b d g e In 17. TOP PLATES, LAPS AT CORNERS + INTERSECTION 2-16D COMMON FACE NAIL anchor bolts space as shown on he plans and details. Bolts shall extend a minimum of 7 inches into concrete and located in the middle third of than nominal 2 inch (51 rnm) 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 200 COMMON AT 32"O.C. T&B STAGGERED FACE NAIL AT EACH LAYER UJ rating. The wall shall be rated for exposure from bath 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 0 R302.2.6 Structural independence. Each individual townhouse shall be structurally independent. TABLE R404.1.2(1) Exce tions: Section R314 Smoke Alarms Minimum Horizontal Reinforcement for Concrete Basement Walls 31. WOOD STRUCTURAL PANELS: SUBFLOOR, 6D COMMON (WALL) 6""o/c at edges and _J m P ROOF, AND WALL SHEATHING TO FRAMING 8D COMMON (ROOF) 12 o/c at interior W Z w 1. Foundations supporting exterior walls or common walls. R314.1 General. Smoke alarms shall comply with NFPA 72 and Section R314. MAXIMUM uNsuPPORTED SD 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-family dwellings. Dwelling units in two-family dwellings shall be separated from each other by wall and floor assemblies having not less than a 1-hour with UL 2034. WALL (FEET) a. All nails are smooth-common, box or deformed shanks except where otherwise stated. Nails used for framing and sheathing fire-resistance rating when: tested in accordance VU 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. 58 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 v 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. C9 4 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 C0 Exce tions: ONE NO. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY 0 �� P 4. Smoke alarms shall be installed not less than 3 feet (914 mm) horizontally from the door or opening of a bathroom that contains a bathtub or >8 AND ONE NO. 4 BAR NEAR THIRD POINTS IN THE WALL STORY f. Intermediate supports shall be spaced 6 inches on center for a minimum of 48 inch distance from ridges, eaves and gable end T 1A fire-resistance rating of X hour shall be permitted in buildings equipped throughout with an automatic sprinkler system installed in accordance with NFPA shower. walls and 4 inches on center to gable end wall framing. !+i 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 ❑ Z 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 r T 1 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. ^ � R302.5.1 Opening Protection. Honeycomb-core steel doors not less than 1 3/8 inches thick, or 20 minute fire-rated doors, equipped with a self-closing device. Doors 2. Ionization smoke alarms with an alarm-silencin switch shall not be installed less than 10 feet 3048 mm horizontall from a ermanent installed MINIMUM VERTICAL REINFORCEMENT BAR 9 ( ) y P N SIZE AND SPACING INCHES R602.3(5) 2x4 wall studs at 16 inches on center with a maximum height of 10 feet shall support a maximum of one floor plus roof/ceiling assembly. 2x6 H � 0 from garage into habitable space: 45 min. fire rated with self - closing device or automatic - closing device. ( ) cooking appliance. wall studs at 16 inches on center with a maximum height of 10 feet shall support a maximum of two floor plus roof/ceiling assembly. Exceptions: r` } R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum II e n ntl inst lled ookin a liance. MAXIMUM UNSUPPORTED MAXIMUM UNBALANCED DESIGN LATERAL SOIL PRESSURE OF Where desi ned b in accordance with acce ted en ineerin ractice or where the ultimate desi n wind s eed is less than or a ual to 130 m h 0 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) horizonta y from a p rma e y a c g pp WALL HEIGHT BACKFILL HEIGHT 45 PSF PER Fool OF DEPTH g Y p 9 9 P 9 P q P ' z 9 9 pP P 9 9 9 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 tributary length shall have a maxilmum wall height of 18 feet when Z _W 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 P P WALL THICKNESS (INCHES) s aced at 16 inches on center and 20 feet where s aced at 12 inches on center. Z Q Attachment of gypsum bocrd shall comply with Table R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are 0 U perpendicular to the adjacent dwelling unit wall. individual dwelling unit. 8 to 1z R602.3.2 Top plate. Wood stud walls shall be capped with a double top plate installed to provide overlapping at comlers and intersections with bearing (' o ;. p va TABLE R302.6 Garage walls: 5/8 inch tripe X gypsum board on garage side, 1/2 inch type X gypsum board on opposite wall side at habitable areas. Garage ceiling: 5/8 $ 7 NR NR NR partitions. End joints in top plates shall be offset not less than 24 inches. Joints in plates need not occwr over studs. Plates shall be not less Section R315 Carbon Monoxide Alarms than 2 inches nominal thickness and have a width not less than the width of the studs. Wc�� 'rr e X sum board 9 S 5 0 41 NR NR �� ObE. T C �/ tYP 9YP R315.1 General. Carbon monoxide alarms shall be rovided in accordance with section 915 of the Fire Code of NYS. R602.6 Drilling and notching of dimensional lumber to conform to sections R602.6, R602.6.1, and figure R602.6(1). Notching & bored hole limitations for 0 �� h R302.9 Flame Spread & Smoke Density Index. R309.2.1: Wall & ceiling finishes shall have a flame spread classification of not greater than 200. R30.9.2: Wall & Ceiling P 10 9 s 0 41 5 0 22 NR �C� 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 - �L � 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 bZ - �f �Z �-A R302.11 Fire blockin shall be rovided in wood-framed construction in the followin locations: NR denotes no reinforcing required. , �;;;r I e -< g p 9 " each side. Follow manufacturers specifications for engineered products. (figure R602.6.1) ;W; 1. In concealed spaces of stud walls and partitions, iincluding furred spaces and parallel rows of studs or staggered studs, as follows: Locate vertical bars tY clear from inside face of walls. The center of bars shall not vary from this by more than % inch. . . 3� 1.1 Vertically at the ceiling and floor levels. 1.2 Horizontally at intervals not exceeding 10 feet. � 3 -Y `� 2. At interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. o 3. In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall comply with Section R302.7. 2 g10 �(�� 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 ❑ N _ products of combustion. 'the material filing this annular space shall not be required to meet the ASTM E 136 requirements. 5. For the fire blocking of chimneys and fireplaces, see Section R1003.19. 6. Fire blocking of cornices of a two-family dwelling is required at the line of dwelling unit separation. JOB NUMBER R302.11.1 Fireblocking materials. Except as provided in Section R302.1, Item 4, fireblocking shall consist of the following materials. `. 1. Two-inch nominal lumber. 0 2. Two thicknesses of 1" nominal lumber with broken lap joints. W Ii 3. One thickness of 23/32 inch wood structural panels with joints backed by 23/32 inch wood structural panels. UNIT 2 9 UNIT 3 0 SHEET NUMBER 4. One thickness of 3/4 inch particleboard with joints backed by 3/4 inch particleboard. 5. One half inch gypsum board. Z 6. One quarter inch cement based millboard. (M O D EL B 2 ALT 2 ) (M O D EL B 1 15 ) 7. Batts or blankets of mineral wool or glass fiber or other approved materials installed in such a manner as to be securely retained in place. W 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED TABLE R602.3(3) TRUSS IDENTIFICATION SIGN � 4J Requirements for Wood Structural Panel Wall Sheathing Used to Resist Wind Pressures (a,b,c) N1101.11.1 (R303.2.1) Protection of exposed foundation insulation. Insulation applied to the exterior of basement walls, crawlspace walls and the perimeter of P2607.2 Pipes penetrating exterior walls. Where a pipe penetrates an exterior wall, waterproof seal shall be made on the exterior of the wall by one of the following PART 1265. RESIDENTIAL STRUCTURES WITH TRUSS W slab-on-grade floors shall have rigid, opaque and weather-resistant protective covering to prevent the degradation of the insulations thermal performance. methods: TYPE CONSTRUCTION, PRE-ENGINEERED WOOD ULTIMATE DESIGN CONSTRUCTION AND/OR TIMBER CONSTRUCTION 2 0 MINIMUM NAIL PANEL NAIL The protective coverin shall cover the ex osed exterior insulation and extend not less than 6 inches 153 mm below rode. 1. A waterproof sealant applied at the joint between the wall and the pipe. WIND SPEED V ult P 9 P ( ) 9 SPACING (mph) N1101.14 R401.3 Certificate Mandato A permanent certificate shall be completed b the builder or other approved a and posted on a wall in the where the 2. A flashing of an approved elastomeric material. MINIMUM MINIMUM MAXIMUM WALL ( ) (Mandatory). P Y PP P P P2801.6 Required an. Where a storage tank-type water heater or a hot water storage tank is installed in a location where water leakage from the tank will cause REFLECTIVE RED 6" DIA. UO �� WOOD NOMINAL PANEL STUD SPACING furnace is located, a utility room or an approved location inside the building. q P 9 tYP 9 9 U t5 SIZE PENETRATION STRUCTURAL THICKNESS (INCHES) WIND EXPOSURE damage, the tank shall be installed in a pan constructed of one of the following: PANTONE (PMS) X187 a? INCHES PANEL SPAN INCHES EDGES FIELD CATEGORY TABLE 141102.1.2 (R402.1.2) U a.. :;= (INCHES) (INCHES) 1. Galvanized steel or aluminum of not less than 0.0236 inch (0.6010 mm) in thickness. Z R-ATING (INCHES O.C.) (INCHES O.C.) Insulation and fenestration Requirements by ComponentN w B B C D 2. Plastic not less than 0.36 inch (0.9 mm) in thickness. 0 o ,qr � CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENT SLAB CRAWL 3. Other approved materials. ~ `� " Ln r` cu 1.75 2�l 16 7 16 16 6 12 170 140 135 ZONE n U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE & SPACE pp U -� COMMON / / 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 � r"( U >N R-VALUE index of 450 or less when tested in accordance with ASTM E84 or UL723. WHITE W 2 �N>- R602.3.5 Braced wall panel uplift load path. Braced wall panels located at exterior walls that support roof rafters or trusses (including stories below top 4 EXCEPT story) shall have the wall sheathing and fasteners designed to resist combined uplift and shear forces in accordance with accepted engineering MARINE 0.32 0.55 0.40 49 20 OR 13+5h 8/13 19 10/13 10,2 ft 10/13 C%Uhf j W.-Z_ practice. Section T101 Scope Z U � = n;rn N1 102.2.2 R402.2.2 Ceilings without attics aces. Where section N1102.2 would require insulation levels above R-30 and the design of the roof ceilin assembly does T101.1 General. The provisions shall be applicable for new construction where solar-ready provisions are required. 1 2^ 1/4" 0 L, �o 3 to R802.11 Rafter or truss uplift force. ( ) 9 P q 9 / 9 Y / U Q w 2 4 p not allow sufficient space for the required insulation, the minimum required R-value for such roof/ceiling assemblies shall be R-30. The insulation shall TRUSS IDENTIFICATION SIGN STROKE ,� �+ m For rafters at 16"o/c in 130mph wind speed. Roof pitch > 5/12 Exposure B extend over the top of the wall plate to the outer edge of plate without compression. The reduction of insulation from the requirements of Section Section T102 General Definitions COMPLIANCE WITH 19 NYCRR 1264 ❑ = M Co UU Span (ft) 12 18 24 28 32 36 42 48 141102.1.2 shall be limited to 500 sf (46 ms) 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 SHALL CONSISTS OF A CIRCLE 6'IN M 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 SI(N BACKGROUND SHALL BE REFLECTIVE WHITE IN sc Increase x1.09 for pitch < 5/12. Increase x 1.5 for 24"o/c spacing. Increase x 1.32 for 140 mph. weatherst6pped and insulated to a level equivalent to the insulation on the surrounding surfaces. COLOR.THE CIRCLE AND CONTENTS SHALL BE REFLECTIVE RED IN COLOR,CONFORMING TO PANTONE P4 (,9 Exception: vertical doors that provide access from conditioned to unconditioned spaces shall be permitted to meet the fenestration requirements of Table Section T103 Solar-Ready Zone MATCHING SYSTEM(PMS)X187. a_ R702.3.5.1 Screw fastening. Screws for ati:aching 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 E SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BY AFFIXED TO THE ELECTRICAL BOX ATTACHED R702.4 Ceramic Tile. TO THE EXTERIOR OF THE RESIDENTIAL STRUCTURE: PROVIDED,HOWEVER,THAT. IS AFFIXING THE SIGN OR N1 102.2.9 (R402.2.9) Basement walls. Walls associated with conditioned basements shall be insulated from the top of the basement wall down to 10 feet (3048 mm) areas as required by the International Fire Code. New multiple single-family dwelling (townhouses) three stories or less in height above grade plane and with SYMBOL TO THE ELECTRICAL BOX WOULD OBSCURE ANY METER ON THE ELECTRIC BO OR IF THE UTILITY 9 R702.4.2 Backer boards. Materials used as backers for wall the in tub and shower areas and wall panels in shower area shall be of materials listed in Table R702.4.2, below 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 E SIGN OR SYMBOL and installed in accordance with the manufacturers recommendations. is insulated in accordance with Section N1102.1.2 and N1102.2.8. (13.94m2). The solar-ready zone shall be composed of areas not less than 5 feet (1.52m) in width and not less than 80 square feet (7.44 m2) exclusive TO BE AFFIXED TO THE ELECTRICAL BOX,THE SIGN OR SYMBOL SHALL BE AFFIXED TO THE EXTERIOR TABLE R702.4.2 N1102.4.2 (R402.4.2) Fireplaces. New wood-buming 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 Z 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 0 Bac<er 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 MATERIAL STANDARD TABLE N 1102.4.1.1 (R402.4.1.1) T103.9 Electrical service reserved space. The electrical service panel shall have a reserved space to allow installation of a dual pole circuit breaker for future solar WOOD ROOF TRUSS SPECIFICATIONS: U 0 GLASS MAT GYPSUM BACKING PANEL ASTM C 1178 Air Barrier and Insulation Installation electric installation and shall be labeled 'For Future Solar Electric'. The reserved space shall be positioned at the opposite (load) end from the input feeder ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE BUILDING CODE. =) FIBER REINFORCED GYPSUM PANELS ASTM C 1278 location or main circuit location. � NONASBESTOS FIBER-LENIENT BACKER BOARD ASTM C 1288 OR ISO 8336, CATEGORY C GENERAL REQUIREMENT'S A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE BUILDING ENVELOPE. NONASBESTOS FIBER MAT REINFORCED CEMENTITIOUS BACKER UNITS ASTM C 1325 THE EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINUOUS AIR BARRIER. NM- 5/8 INCH THICK ROOF SHEATHING IS TO BE USED, WHEN ROOF TRUSSES ARE SPECIFIED AS THE ROOF FRAMING MEMBERS. CA BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. E 3901.7 Outdoor outlets. A water proof outlet is required for any size, deck, porch, or balcony that is accessible from inside dwelling unit. At least one installed at Z 1605.3.1 BASIC LOAD COMP!NATIONS USING ALLOWABLE STRESS DESIGN: TABLE R703.8.1 CEILING/ ATTIC THE AIR BARRIER IN ANY DROPPED CEILING/ SOFFIT SHALL BE ALIGNED WITH THE INSULATION AND ANY the front and back of dwelling units. D (EQUATION 16-8) 0 GAPS IN THE AIR BARRIER SEALED. E 3901.9 Garage Outlets. Garage receptacle, outlets must be serviced by a separate branch circuit that does not supply other outlets. At least one receptacle outlet Allowable Spans for steel lintels supporting masonry veneer ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE WALL DOORS TO UNCONDITIONED ATTIC SPACES SHALLBE SEALED. is required for each car space in a garage. D + S (EQUATION 16-10)D + L (EQUATION 16-9) O , ^ 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. a,c (inches) ABOVE ABOVE ABD + .6W EQUATION 16-12) IL u J ABOVE WALLS THE JUNCTION OF THE FOUNDATION AND THE SILL PLATE SHALL BE SEALED. (EQUATION L3xW/4 6'-0' 4'-6' S-0' THE JUNCTION OF THE TOP PLATE AND THE TOP OF THE EXTERIOR WALLS SHALL BE SEALED. D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) F- KNEE WALLS SHALL BE SEALED. 0 m L4x3x1/4 8'-0' 5'-0' 4'-6• D = DEAD LOAD, L = WE LOAD, S = SNOW LOAD, W = LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30 OF Z Qii c) WINDOWS. SKYLIGHTS AND THE SPACE BETWEEN WINDOW/ DOOR JAMBS AND FRAMING, AND SKYLIGHTS AND FRAMING SHALL BE ASCE 7-10 FOR 130 MPH L50.5x5/16 10'-O• 8'-0' 6'-0• DOORS SEALED. DESIGN LOADS: ULTIMATE DESIGN WIND SPEED (101 MPH BASIC DESIGN WIND SPEED IN EXPOSURE CATEGORY B. ElTABLE R301.7 ) 1_60.50/4 14'-0• 9'-6• 7'-0' RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: Wt--- THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD UP LOADS AS REQUIRED BY ASCE?-10 , TCDL = 15 PSF, FLOORS (INCLUDING ABOVE THE AIR BARRIER SHALL BE INSTALLED IN ANY EXPOSED EDGE OF INSULATION THE FOLLOWING LIVE LOADS: GARAGE AND CANTILEVERED BCLL=IOPSF, AND BCDL = 10 PSF. PROVIDE ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. 1� a. Long leg of the angle shall be placed in a vertical position. FLOORS) ROOF: ALLOWABLE STRUCTURAL MEMBER DEFLECTION C. Minimum bearing to be 6 SHAFTS, PENETRATIONS DUCTS SHAFTS, UTILITY PENTRATIONS, AND FLUE SHAFT OPENING TO EXTERIOR OR UNCONDITIONED GROUND SNOW LOAD 20PSF FROM FIGURE R301.2(6) TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75 MINIMUM DISTRIBUTED LIVE LOAD PER TABLE R301.5 R703.12 Adhered masonry veneer installation. Adhered masonry veneer shall comply with the requirements of Section R703.7.3. SPACE SHALL BE SEALED. (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, TRUISS 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: 04 1. Minimum of 4 inches (102 mm) above the earth RECESSED LIGHTING RECESSED LIGHT FIXTURES INSTALLED AT IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO t0 rafters 1. DEPTH, SLOPE (IF ANY), SPAN, AND SPACING. O R703.12.2 Flashing at foundation. A corrosion-resistant screed or (flashing of a minimum 0.019 inch (0.48 mm) or 26 gage galvanized or plastic with a minimum THE DRYWALL, AIRTIGHT AND IC RATED. FLOORS: 40 PSF 2. LOCATION OF ALL JOINTS. vertical attachment flange of 3 X 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. A � EXTERIOR WALL FROM THE SHOWERS AND TUBS. UNINHABITABLE ATTIC W/O STORAGE: 10 PSF 4.1. TOP CHORD LNE LOAD OR SNOW LOAD. w ( T stud walls in accordance with Section R703.4. Floors and ceilings w/ brittle finish L/360 4.2. TOP CHORD DEAD LOAD. W !41 R703.8.2.2. Support b roof construction. A steel angle shall be laced direct) on to of the roof construction. The roof supporting construction for the steel angle shall ELECTRICAL PHONE BOX THE AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL OR COMMUNICATION BOXES OR AIR SEALED UNINHABITABLE ATTIC WITH STORAGE: 20 PSF W PP Y 9 P Y P P 9 9 / 4.3. BOTTOM CHORD LIVE LOAD. � 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 4.4. BOTTOM CHORD DEAD LOAD. anchored with not fewer than three 5/8 inch diameter by 5 inch lag screws to every wood stud spacing. Each additional wood roof member shall be Exterior walls with plaster or stucco finish L/1 80 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. ULTIMATE DESIGN WIND SPEED: 130 MPH FROM FIGURE R301.2(4)A m r/� anchored by the use of two 10d nails at every wood stud spacing. Install flashing and weep holes. The maximum height of the brick veneer above the lintel 4.6. CONTROLLING WIND LOADS. C+ , N1 102.4.5 (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 shall be 12 feet 8 inches, with max 7:12 roof pitch. See figures R03.8.2.1 & R703.8.2.2. Exterior Walls With brittle finishes L/1 80 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. unconditioned spaces. All recessed luminaires shall be IC-rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 L/s) when tested 6. EACH REACTION FORCE AND DIRECTION. ❑ w • 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 _ in accordance with ASTM E 283 at a 1.57 psf (75Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the from seismic provisions of code per Exterior walls with flexible finishes L/1 80 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY Q into the veneer a minimum 'I-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 P housing and the interior wall or ceiling covering. 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 R301.2.2) Lintels supporting mason veneer L 600 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. shall be spaced not more than 32" on center horizontally and 24 inches on center vertically. C402.4 (R402.4.6)Tenant Separation Walls (Mandatory). Fire Separations between dwelling units in two-family dwellings and multiple single-family dwellings PP 9 ry / (townhouses) shall be insulated to no less than R-10 and the walls shall be air sealed. PRESUMPTIVE LOAD-BEARING VALUE OF SOIL: 2,000PSF Per TABLE 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. ::^ R703.8.5 Flashing shall be located beneath the first course of masonry above finished ground level above the foundation wall or slab and at other points of support., R401.4.1 Includes soil classes: GW, GP, SW, SP, SM, SC, 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. r including structural floors, shelf angles and lintels where masonry veneers are designed in accordance with section R703.8. GM, and GC. 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. U 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 141103 (R403) 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. j inch in diameter. Weepholes shall 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: Q R703.14.2 Fire Separation. Polypropylene siding shall not be installed on walls with a fire separation distance of less than 5 feet (1524 mm) and walls closer than 10 ( ) (Mandatory). P pa 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. 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 thermostat shall include ABBREVIATIONS 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: I_ R801.3 Roof drainage in areas where: expansive soils or collapsble soils are known to exist: All dwellings shall have a controlled method of water disposal from roofs the capability to set back or temporarily operate the system to maintain zone temperatures down to 55'F (13'C) or up to 85'F(29'C). The thermostat shall D (EQUATION 16-8) Z U that will collect and discharge roof drainage to the ground surface not less than 5 feet from foundation walls or to an approved drainage system. Y programmed Y 9 P P 9 ( ) g p point A.B. ANCHOR BOLT D + L EQUATION 16-9 W initial) be ro rammed b the manufacturer with a heating temperature set amt no higher than 70'F 21 C and a cooling temperature set oint no lower D.S. DOWNSPOUT LT. WT. LIGHTWEIGHT RNG RANGE ( ) R802.1.5.4 Labelingeach piece of Fire-retardant treated lumber and wood structural panels shall be labeled per section 802.1.1. than 78'F (26T). A.F.F. ABOVE FINISH FLOOR DTL DETAIL LT. LIGHT R.O. ROUGH OPENING 2 P P P ADJ. ADJACENT ADJUSTABLE D = DEAD LOAD, L = LIVE LOAD, Z) R802.4.2 Framing details. Rafters shall be framed not more than 1 � inches (38 mm) offset from each other to ridge board or directly opposite from each other N1103.2 (R403.2) Hot water boiler outdoor temperature setback. Hot water boilers that supply heat to the building through one or two pipe heating systems shall A.F.T. ABOVE FINISH TREAD E. EACH L T. LOUVER R RISER U with a collar tie. 802.3 Ridge board shall be not less than 1 inch (25 mm) nominal thickness and not less in depth than the cut end of the rafter. At P P ALUM. ALUMINUM E.J. EXPANSION JOINT LT. LAUNDRY TUB RNID ROUND have an outdoor setback control that lowers the boiler water temperature based on the outdoor temperature. FLOOR TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: � ys p y p ( ) p ( ) g ANCH. ANCHOR ELEC. ELECTRICAL TOLL = 40 PSF, TCDL = 10 PSF, AND BCDL = 5 PSF valleys and hips there shall be a valley or hi rafter not less than 2 inch 51mm nominal thickness and not less in depth than the cut end of the rafter. 141103.3 R403.3 Ducts. Ducts and air handlers shall be installed in accordance with Sections 141103.3.1 through 141103.3.8. MAS. MASONRY S.C. SAWCUT ELEV. ELEVATION Hip and valley rafters shall be supported at the ridge by a brace to a bearing partition or be designed to carry and distribute the specific load at that N1103.3.1 (R403.3.1) Insulation (Prescriptive). Supply and return ducts in attics shall be insulated to a minimum of R-8 where 3 inches (76.2 mm) in diameter and < ANGLE MAT. MATERIAL SCHEM. SCHEMATIC point. Where the roof pitch is less than three units vertical in 12 units horizontal (25 percent slope), structural members that support rafters and ceiling greater and R-6 where less than 3 inches (76.2 mm) in diameter. Supply and return ducts in other portions of the building shall be insulated to a ARCH. ARCHITECTURAL EQ. EQUAL MAX. MAXIMUM SHLF SHELF TRUSSES SHALL HAVE A MAXIMUM LIVE LOAD DEFLECTION OF L/480 AND A TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75 joists, such as ride beams, his and valleys, shall be designed as beams. 0 AT EQUIP EQUIPMENT MDO MEDIUM DENSITY OVERLAY SHT. SHEET 1 9 P Ys. 9 minimum of R-6 where 3 inches (76.2 mm) in diameter or greater and R-4.2 where less than 3 inches (76.2 mm) in diameter. EXP. EXPANSION TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL INCLUDE THE Where ceiling joists or rafter ties are not provided, the ridge formed by these rafters shall be supported by a wall or girder designed in accordance with Exception: Ducts or portions thereof located completely inside the building thermal envelope. EXT. EXTERIOR MECH. MECHANICAL SIM. SIMILAR FOLLOWING INFORMATION: accepted engineering practices. BD. BOARD MIN. MINIMUM S.S. STAINLESS STEEL 1. DEPTH, SPAN, AND SPACING. R802.7.2 Engineered wood products. Cuts notches and holes boired in trusses, structural composite lumber, structural glue-laminated members, cross-laminated N1103.3.2 (R403.3.2) Sealing (Mandatory). Ducts, air handlers and filter boxes shall be sealed. Joints and seams shall comply with section M1601.4.1. BLDG, BUILDING EE. EACH END STL. STEEL 2. LOCATION OF ALL JOINTS. 9 P P 9 Exceptions: M.D. MASONRY OPENING timber members or I-joists are prohibited except where permitted by the manufacturers recommendations or where the effects of such alterations are P BM BEAM STRUCT. STRUCTURAL 3. REQUIRED BEARING WIDTIiS. Pe spray P P PP 1 / FLOOR COVERING CHANGE MIL. METAL SUSPENSION 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. specifically considered. 1. Air-impermeable s ra foam products shall be permitted to be applied without additional joint seals. BTM BOTTOM F C SUSP. 4.2. TOP CHORD DEAD LOAD. R802.8.1 Bridging. Rafters and ceiling joists having a depth to thickness ratio exceeding 6 to 1 based on nominal dimensions shall be supported 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 BL.KG. BLOCKING F.D. FLOOR DRAIN N.I.C. NOT IN CONTRACT SGD SLIDING GLASS DOOR EDN. FOUNDATION NTS 4.3. BOTTOM CHORD LIVE LOAD. blockin , 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 SQ. SQUARE r` g g g g ( ) y p g j g (NTS) NOT TO SCALE 4.4. BOTTOM CHORD DEAD LOAD. n e n ti_ 8 feet. 141 103.3.3 (R403.3.3) Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage. BRK BRICK FUR. FLOOR TB TOWEL BAR 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. ri BSMT BASEMENT FP FIREPLACE TONGUE AND GROVE 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. ¢ N N N ri h vi R802.9 Trimmer joist: single header and trimmer for openings up to 4'-0" and doubled over 4'-0" unless otherwise noted on plan. Connect with tecos for header N1103.4 (R403.4) Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105T (41'C) or below 55'F (13'C) shall O.C. ON CENTER T & G o c�i cv ri ri ai � CENTER LINE F.R. FIRE RATED 6. EACH REACTION FORCE AND DIRECTION. - - TOS TOP OF GRADE SLAB joist spans of 6 0 and gmater. 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 OPER. OPERATOR accordance with C a s r other calculated in accordance with ACCA Manual J F r. FRAME TFVy TOP OF FOUNDATION WALL 7. JOINT CONNECTOR TYPE ANDTHE DESCRIPTION (E.G.,. U SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY R806.3 Vent and insulation clearance. Where Bove or cornice vents are installed, blocking, bridging, and insulation shall not block the free flow of air. Not less A CA Manual S based on building loads calculated in accordance with ACCA Manual J o C.J. CONTROL JOINT OPNG. OPENING LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. 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. FT. FOOT / FEET TYP TYPICAL P P 9 COL COLUMN FTG FOOTING OPT. OPTIONAL T TREAD 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. N1103.6 (R403.6) Mechanical ventilation (Mandatory) The building shall be provided with ventilation that meets the requirements of the 2015 International Mechanical CONC. CONCRETE O.S.B. ORIENTED STRAND BOARD TR TOWEL ROD 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. Section R807 Attic Access Code (as amended), the 2015 International Residential Code (as amended), or the New York City Construction Codes, as applicable, or with other approved CONI. CONDITION GA. GAUGE OZ. OUNCE TRPL TRIPLE 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD, R807.1 Attic access. Buildings with combustible ceiling or roof construction shall have an attic access opening to attic areas that have a vertical height of 30 means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. CONT. CONTINUOUS GALV. GALVANIZED 1/R ONE ROD 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. co inches 762 mm or greater over an area of not less than 30 square feet 2.8m:. The vertical height shall be measured from the to of the ceiling CONST. CONSTRUCTION G C GENERAL CONTRACTOR UNLESS NOTED OTHERWISE 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. ( ) g q ( ) g p g 1/S ONE SHELF U.N.O. z � GEN. GENERAL Z framing members to the underside of the roof framing members. Section 141104 (R404) Electrical Power and Lighting Systems CTSK. COUNTERSUNK PC t DRAFTSTOPPING: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FUROR-CEIUNG ASSEMBLY, DWIFTSTOPS SHALL BE g GYP. GYPSUM POURED CONCRETE VERTICAL 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 permanent) installed lighting fixtures shall contain only C.O. CASED OPENING PBD VERT. 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 65 CO) co n' o 9 P 9 r ( Y ) r Y Y 9 9 Y G.L. GLUE LAM PARTICLE BOARD VERIFY IN FIELD WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN, FLOOR-CEIUNG ASSEMBLIES UNDER THE z Z z O z z co N y 9 ( y g ) 9 �, P CANT. CANTILEVER V.I.F. accessible location. Where located in a wall, the opening shall be not less than 22 inches wide b 30 inches high 559 mm wide b 762 mm high).. hi h-effica lamps. PL. PLATE WASHER FOLLOWING CIRCUMSTANCES: O z F- � C.T. CERAMIC TILE HGT. HEIGHT W a 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 PNL. PANEL FLOOR FRAMING IS CONSTRUCTED OF TRUSS-TYPE OPEN-WEB OR PERFORATED MEMBERS. v7 W 5 W a CLG. CEILING HDWR. HARDWARE yV/ WITH 5 5 W � access measured vertical) from the bottom of ceiling framing members. See Section M1305.1.3 for access requirements where mechanical equipment is S 5 ,, a e y f g g r qSection M1305 Appliance Access C.M. CROWN MOULD HORZ. HORIZONTAL,HORIZONTALLY PWD. PLYWOOD WD WOOD MATERIALS: DRAFfSTOPPING MATERIA.SHALL BE NOT LESS THAN 1/2 INCH GYPSUM BOARD, 3/8 INCH WOOD STRUCTURAL PANELS. W W W .� Cu � located in attics. M1305.1 Appliances access for inspection service repair and replacement. Appliances shall be accessible for inspection, service repair and replacement without HD.WD. HARDWOOD PF. PREFABRICATED Ir a[ a_ W a: rY o5 a5 U PP P P P APP P Pa P C.R. CHAIR RAIL W.W.F. WELDED WIRE FABRIC removing permanent construction, other appliances, or any other piping or ducts not connected to the appliance being inspected, serviced, repaired or HR. HOUR PR. PAIR WO OR W/O WALKOUT m 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 PROJ. PROJECT / PROJECTED WNDW WINDOW TYPICAL ROOF & FLOOR TRUSS NOTES: R 902.1 Roofing covering materials. Roof shall be covered with materials as set forth in Sections R904 and R905. Class A, B or C roofing shall be installed in service an appliance. PENNY HB HOSE BIB PSI POUNDS PER SQ. IN. N urisdictions 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 provided with an opening and a clear and unobstructed passageway large enough to allow removal DBL. DOUBLE PSF POUNDS PER SQ.FT. o 1 9 Y q 9 9 ( ) PP• 9 PP• P P 9 P 9 Y 9 9 I.D. INSIDE DIAMETER • TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND MANUFACTURE OF METAL-PLATE-CONNECTED WOOD TRUSSES SHALL N DIA. DIAMETER P.T. PRESSURE TREATED . roofing required by this section to be listed shall be tested in accordance with UL 790 or STM E 108. of the largest appliance, but not less than 30 inches (762 mm) high and 22 inches (559 mm) wide and not more than 20 feet (6096 mm) long measured DIR. I INGR. IN GROUND COMPLY WITH ANSI/TPI 1. THE TRUSS DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF NEW YORK. DIRECTION I mounted DAD. UADRUPLE R 902.4 Rooftop mounted photovoltaic; ane) system. Rooftop mo d ane) s stem installed on or above the roof covering shall be tested listed and along the centerline of the passageway from the opening to the )lance. Q Q P P P Ys P P Y 9 9 P 9 y P 9 PP DN DOWN INSUL INSULATION • TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT WOOD MEMBERS CLAMPED IN RIGID FIXTURES DURING ASSEMBLY TO identified with a fire classification in accordance with UL 2703. Class A, B or C photovoltaic panel system shall be installed in jurisdictions designated bylaw M1307.3 Devotion 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) INT. INTERIOR REQ'D REQUIRED INSURE TIGHT FITTING JOINTS. as requiring their use or where the edge of the roof is less than 3 feet 914 mm from a lot line. DR. DOOR REF. REFER TO REFERENCE C/o) q 9 9 ( ) above the floor in garages. I.S. INSIDE CORNER • TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND H DW DISH WASHER RMS. ROOMS 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 INSTALLED TO PREVENT ROTATION AND PROVIDE Z W LATERAL STABILITY IN ACCORDANCE WITH ACCEPTED MA 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 TE INDUSTRY PRACTICE SUCH AS THE SBCA BUILDING COMPONENT SAFETY INFORMATION (SCSI) GUIDE TO GOOD PRACTICE FOR W typical. Apply ice & water shield in fair weather when the air, roof deck and membrane are at temperatures of 40 degrees Fahrenheit or labeled in accordance with UL2158A. Exhaust duct size shall comply with code section M1506. HANDLING, INSTALLING & BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. 2 F_-� 0 higher. Ice protection requirements per table R301.2(1). Install ice & water shield at all eaves, gable ends, hips & valleys. On roofs slopes less + TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, DRILLED, SPUCED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE APPROVAL OF A REGISTERED DESIGN PROFESSIONAL IL 0 5: 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 X f THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND MEO METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY BRACING HAS O m BEEN DESIGNED AND INSTALLED FOR THE INSTILLATION OF THE TRUSSES. 0 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 W W slopes from two units vertical in 12 units horizontal (2:12) up to four units vertical in 12 units horizontal (4:12), double cover the width of the pipe and the framing member and that extend not less than 4 inches (51 mm) to each side of the framing member. Where the W w W underloyment 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 0 l� W 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: Z U o 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. (), 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 do local codes, ordinances and regulations if any. cq STRUCTURAL CALL. REFERENCE CO less than % inch (19.1 mm) thick, the fasteners shall penetrate through the sheathing. G2427.8 A mechanical draft venting system, excluding direct vent appliances, shall terminate not less than 4 feet below, 4 feet horizontally from or 1 foot above any X)( C� - In areas where the drawings do not address methodology, the contractor shall be bound to perform strict W9 ii R 905.2.8.3 Sidewall flashing. Base flashing against a verical sidewall shall be continuous or step flashing and shall be not less than 4 door, operable window or gravity air inlet into any building. The bottom of the vent terminal shall be located not less than 12 inches above finished ground DETAIL REFERENCE compliance with manufacturer's specifications and / or recommendations. 0 w 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. XX - General contractors and subcontractors to review these construction documents upon receipt from architect or into the utter. Where siding is provided on the vertical sidewall onto the roof or into the utter. Where siding is provided on The vent terminal of a direct vent appliance with an input of 10,000 BTU per hour or less shall be located not less than 6 inches from any air opening FLOOR FINISH CHANGE and report an and all discrepancies including an dimensional conflicts immediate) to architect for ❑ 9 9 P 9 9 P P Y P 9 Y Y into a building. u lin over 0 00 BTU r hour 6u no over 50 000 BTU per hour shall be installed with a 9 inch vent w the vertical side wall, the vertical leg of the flashing shall be continuous under the siding. Where anchored masonry veneer is th g Such an appliance ce with an input o 1 ,0 per t t p corrective measures prior to construction. provided on the vertical sidewall, the base flashing shall be provided in accordance with this section and counterflashin shall be termination clearance. 0 P 9 P 9 O DOOR HARDWARE TYPE - DO NOT SCALE DRAWINGS. DIMENSIONS SHALL BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. F'� W provided in accordance with Section R703.7.2.1. 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 - The general notes and typical details apply throughout the job unless otherwise noted or shown. `• ) 0 R 905.2.8.5 Drip edge. A drip edge shall be provided at eaves and rake edges of shingle roofs. Adjacent segments of drip edge shall be the building. XX - - - XX BUILDING SECTION - DISCREPANCIES: The contractor shall compare and coordinate all drawings; when in the opinion of the I- m overlapped not less than 2 inches (51 mm). Drip edges shall extend not less than 14 inch (6.4 mm) below the roof sheathing XX XX contractor, a discrepancy exists, the contractor shall promptly report it to the architect for proper z and extend up back onto the roof deck not less than 2 inches (51 mm). Drip edges shall be mechanically fastened to the roof Section G2439 (614) Clothes Dryer Exhaust #�-- PARTITION TYPE 4-W. u adjustment before proceeding with the work.deck at no more than 12 inches (305 mm) e.c. with fasteners as specified in Section R905.2.5. Underloyment 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 Z over the dri edge aloe eaves and under the drip edge along rake edges. - OMISSIONS: In the even certain feature of the construction are not fully shown an the drawings, their o P 9 g P 9 9 9 other systems and shall convey the moisture and any products of combustion to the outside of the building. C7 � C9 R 1001.1 Mason fireplaces & chimneys to be construe ed in accordance with Section R1001 and the applicable provisions of Chapters 3 construction shall be of the same character as for similar conditions that are shown or noted elsewhere on Masonry P Y PP P P 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 U) :......i I I T GyF and 4 of this code. the construction document set. W R) R ,I duct system. The dryer exhaust duct power ventilator shall be installed in accordance with the manufacturers instructions. �� � R 1003.9 Termination. Chimneys shall extend not less than 2 feet higher than any portion of a building within 10 feet, but shall not be less - All work is to be performed in a professional manner and in accordance with best practice and consistent f) 1.. ` X \ than 3 feet above the highest point where the chimney passes through the roof. with manufacturer's and suppliers recommended installation procedures. U >r : Section P2607 Waterproofing of Openings _ P2607.1 Pipes penetrating roofs. Where a pipe penetrates a roof, a flashing of lead, copper, galvanized steel or an approved elastomeric material shall be installed - The architect has not been retained to perform framing inspections and / or field inspection. The architect f" > a= i P P 9 P P P 9 pP 9 pP Q Section R1004 Factory-Built Fireplaces in manner that prevents water en into the building. Counterflashin into the opening of pipe servin as a vent terminal shall not reduce there required is therefore not responsible for any and all conflicts including weatherazation, water proofing and framing �- R 1004.1 Facto built fireplaces shall be listed and labeled and shall be installed in accordance with the conditions of the listing. P g 9 9 PP 9 q - "�.=s._ Factory P 9 Factory internal cross-sectional area of the vent pipe to less than the internal cross-sectional area of one pipe size smaller. with respect to the construction documents. LLF r_p,: �': 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 0 0238 0 �( 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 (n T system has been specifically tested, listed and labeled for such use in accordance with UL 127. VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER AND ITEM IN ANY WAY. 9 Q F 144 .� R 1006.1 Factory built or masonry fireplaces shall be equipped with an exterior air supply to ensure proper fuel combustion unless the room ❑ -�_ is mechanically ventilated and controlled so that the indoor pressure is neutral or positive. See sections R1006.1.1- R1006.5. Energy Efficiency .................................................. JOB NUMBER N1101.10.1.1 (R303.1.1.1) Blown or sprayed roof/ ceiling insulation. The thickness of blown in or sprayed roof / ceiling insulation (fiberglass or cellulose) shall be written in inches (mm) or markers that are installed at least one for every 300 square feet (28 m2) throughout 2 0 Z 6 0 2 3 the attic space. The markers shall be affixed to the trusses or joists and marked with the minimum initial installed thickness with numbers not less than 'I inch (25 mm) in height. Each marker shall face the attic access opening. Spray polyurethane foam LU thickness and installed R-value shall be listed on certification provided by the insulation installer. U) SHEET NUMBER UNIT 29UNIT 30 7: . a- 1-1 2 MU)D L - 2 ALT- 2 M DEL B- 1 10( O E B ) ( O 5 ) COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WHEN NOT ALIGNED WITH RAFTER, Fes'- CONNECT KING STUDS TO TOP PLATE 66-W X O EACH ROOF FRAMING WRAP 1-1/4'X22 6A.6ALV.COIL STRAP 2x4 OR 2x6 Z ATTACH TO EACH PAR cc '' (fr20 X 24 MN GT OPPOSING IRAFrr�tS DBL TOP PLATE OVER TOP OF TOP PLATE AND NAIL CRIPPLE 5TUD5 !'� v° ATrAOt TO EAM PAR 2x AGQ LEDGER W/2-3/8"x58 LAO . 6F Opflo"RADS R06T Rte , BOLTS 0 Ib"Or, INTO STUDS Ib OG. C) d SEE FILM 5M FILM 2X BLOGKIN6 O `I-J 51MP50N STRONG-TIE Z r ' 0 A55®EVERY RR 16 AT 2 END BAYS 2X4 STUD WALL OR TRUSS ^v, CL stiP'N 9RM sTW GEILIN6 J015T OR W STRo�N6BAAC4.5 SIMPSON STRONG TIE N2 8D NAILS -TE t125 `� TRU55 BOTTOM CHORD 51MP5ON H2 CONNECTOR®FA " v S14PSON STRONG-TIE � � � � � d TYP, 8d NAILS TYP. RUPEE 6T*S SHALL tE ATfAM TO EACtt PAR OF OPPOSING RAf MZ6- ALTERNATE TO RV6E STRAP: H3• EVERY RR RAFTER TO STUD AND KIN65 C) �_ rn FOR USE WHEN STUDS AND USE IN GOh61NAT10N ONLY WHEN 51 7E NO Nom:RDbf STRAPS/ Nor RFT, IN E C41Nt TE5 GT PROVIDE 2x4 F THE TI AT (WI$N ALIGNED) X Q o NOMINAL pfi OR 2X4 LI!✓tifR ARE IDLAT®N TIf UPFf3<THIRD Cf TW UPPER THIRD OF THE ATTIC SPADE , ,C } `RAFTERS ALIGN (RAFTERS DO NOT ALIGN ATTIC SPADE AMD ATTAGt>�TO FKH PAR OF RAFTERS W/4-iOd NALS W 4-lod AT EACH RAFTER) CS-22 STRAP AT F- v, Z LSU26 FOR 2x6 EACH STUD,SEELp CD LSU2b FOR 2x8,2x10,OR 2x12 DETAIL 4 ZO L] � � W�� M U Q c co FRAMED 6 _ P- `� co WI OR ❑ (� " RID C E STRAP DETAIL / �RI DGE 5TRAP DETAIL 2x4 S 2x6 �DOOR � SIMP50N 5TRON6-TIE (FOR CATH.GL65 WITHOUT COLLAR TIES) / (WITH OR WITHOUT COLLAR TIES) Lu28® ��� STUDS® Ib'O.G. Ur r 2x A00 LEDGER W/3/8'x5"LAO NO SPECIAL FT a F� eo'�vlsr. '2 N.TS. LOCATE AT // 3 N.TS. LOCATE AT EVERY RAFTER BOLT 0 16"Or, INTO STUDS IC TH15 A REQ S��STRft SIMPSON STRDNB 5TRAPPIN6 TO BE 1-V4 X 22 6A. 6ALV.,SEE DETAIL 4/01.ALL STRAPPING TE LTS I� / GABLE END HALL TO BEAR A MIN.OF 10'ON FRAMING. OR"05 OVER 1/11/1"SYEAr"K U". 1'APF(ED / 8DNA1L5TYP. // PORCH ROOF DETAIL AT ATTIC FOR USE WHEN STUDS AND USE IN GOhl31NATION ONLY WHEN STUDS NO I 0 5s RAPP INC DETAIL I 1 Z ,RAFTERS AL16N DO NOT&16N N.TS. STRAPPING TO RUN ONTO RIM JOIST,SEE O DETAIL q/DI(ONE STORY)OR ONTO STUD () ROOF RAFTER HURRICANE TIES AT WALL BELOW(TWO STORY) OET S. LOCATED AT EVB2Y ROOF RAFTER ` ATT I G Z \ 5TRAPP I NC DETAIL 0 N POSr W�-4, i2 FOR FRAME CONNEGTI ONS o • a t1�4 AT US DI L � . N.T.S. 2ND FLOOR /� ��M (2)2x . " 4-I6d FACE NAILS FROM Z Qjisw OR 4x PROVIDE 3 X3,(6 X3 WASHER PLATE AT ALL ANCHOR BOLTS KIN6 5TUD INTO HEADER ❑ M5rG48� SECURED BY WOOD SILL PLATES. COLUMN P05T TOP ANGHOR NALs 51MP50N PAB OR 55 ANCHOR BOLT5 MAY BE U5ED IN LIEU OF / THREADED ROD W/WASHER PLATE. DV Ltmni µT5. LOCATE AT EVERY COLUMN/&ROM CONNECTION H/2'IF� PROVIDE 3'/6'X.(136"6ALV.STEEL PLATE W Ir MN / STLD N b-8D NAILS AT CORNERS AND INTERSECTING 4)NNS MN N �"LENGTH ) i l I T �Np NAILS �p 12-80 NAILS AT AT BUTT JOINTS IN STRAIGHT - 51MPWN L5TAI2 STRAP W/ ( i --� I WALLS. 3'X12"X.036'6ALV.STEEL PLATE W r CLEAR cs m I I -T � WALLS HERE THERE SIWAE PLATE OR HEADER 5-I00 NAILS EACH END AT 2X6 KIN6 aT LEWTH \ / N t 5 ONE AT SPANS I TOTO b FEET EACH JACK STIR �� 24 MINIMUM LAP SPLICE TWO FOR SPANS b TO 12 FEET O FROVDE MN B�D -.� 21/8 5/8"0 A301 ROD THREADED 6'BOTH ENDS. THREE FOR SPAN512 To 16 FEET 2X6 JACK STUDS NA NJ: �SrANc� 7� �D LamTH IST FLOOR B NAI PRE-DB�r 3/4"AND I'ROD AT 51MP50N STEEL STRONG WALL,SEE PLANS LS AT AL SP NAILICES TWO AT SPANS ONE AT SPANS<F FROM V To I2' W IT.MN N AT ALL SPLICES THREE AT SPANS>12' W 51MP50N POST BASE - 2"X3/8'X3'WASHER PL W/NUT EACH 51DE LNLE55 NOTED OTHERN15E ON PLAN (4)NAILS MN N AEW44 OR ABU66,SEE PLAN _ L r uGm or) GS-22 COIL STRAP I UPPER STORY SHEAR I ( l WALL TO 61RDER ALTERNATE ANCHOR BOLT DETAIL � EXTERIOR HALL ❑ W FLOOR TO FLOOR TIES I l - -- BELOW GONNECTION LOGAT®ATH'VB?YSTHID I `\ v2.OHH00Kr�ANGHORBOLTHiir FOR SET BACK WALLS HDU HOLD-DOWNS AND STRONG WALL DOUBLE TOP WALL PLATE SPLICE DETAIL HEADER GONNEGTION MINIMUM EMBEReff OR EXPANSION 2 ,{ NOM- i \\FOUNDATION BOLT N 5 M EMBEDMENT I N.TS. I"r N.TS. (� N.TS. I I CA STRAP LN7ER SIEARW PROVDE bd CAW(0.�1 x 25 LONG)NNS. N.TS. U WL STTUP5 M a&Tt11NG FROVDE IOd CAM(0451 x V LaIIE)NAILS I \\ \\\ 6 GOLUMN POST BOTTOM ANCHOR LOCATE AT EVERY COLUMN/6tRom cx* � TION , , , " ALLOWABLE HOLES C TO W V&V M 8D NAIL®6 0/6 AT ALL PANEL ED6E5 ( , \ IbD NAIL®24 0/G I­_ V Aswn It w IM WILS Tom ° HIP RAFTER, 160 NAIL o 24"Q/G .�OR PLYWOOD LVL Headers and Beams W SIMPSON HGP HIP SEE PLAN c�HEATHIN6 Microllam® LVL RGrf RATTER INTERIOR 1.3E TimberStrand® and LSL hole zone Y depth C) NOTE WHERE 24'WIDE MINIMUM FULI.HEI6HHT (4)�`MH'L N CORNER TIE Parallam®PSL 2 x diameter of the WALL RETURN G PROVIDED AT ENDS OF I �'WiLS t ITrn) hole zo largest hole(minimum) Q BRACED WAIL LINO`THE WOO HIOLVaC MAY I Y' BE ELIMINATED. PROVIDE TWO(ONE AT EACH b 51DFJ GS 22 STRAPS PER DETAIL 4 IN LIEU OF I I�4' S1hP50NI BP WASHER LENGTH�K) J o INTERIOR - - L5TA3b STRAPS 5NOV'!J•l IN THE DETAIL NAIL SHEATHING TO ` o ATT ALL PANEL NAIL 0 6' /ED6E5 d SILL PLATE W ad 2X AGO SILL RATE. DOUBLE I NAILS o 4'0/6 SILL AT FULL BASEMENTS ° EXTERIOR 61'PSUM BOARD ° - � - - - - - � - - � VFo' 00 0 Microllam® LVL and 5/8 DIA STEEL ANC.FIOR Parallam®PSL J T'MINIMUM BOLTS MAX EL A OG. - - - - - �'� zz W rtAT vn1EY SD NAIL® 12'0/G AT ALL El t EXTEND BOLTS MIN.T'INTO 65-22 COIL STRAP &ac 5ERM TO WYE MEMBERS NOT AT PANEL EDGES EDN.WITH T16HHTENED FLIT H: t+5�w. allowed hole zone 3'x 3'WASHER TO EACH BOLT. middle Y span #4 CMTINUOU55 PROVIDE TERMITE SHIELD SILL (2)1 x 6 ACq %RSON L74 PLATE NNID TO sulsm COL 5�p 15/32'05B OR 1N5IDE CORNER OUTSIDE CORNER BAR d 1.3E TimberStrand® LSL allowed Molle zone d .r- r r >-LSTA36 W 10-10d NAILS LOCATED 2'TO b' `� AND MAINTAIN 8'MIN. SILL RATE RM AND SILL RATE A li 0/G AT M Wr r5Z VM PLYWOOD SHEATHING r INTO STUD ABODE AND FROM WD TO FINI51•�GRADE VM.LEY d1AC Nf�GT� BELOW l2 EACH CORNER) FROM TOP OF WALL W1L As�TAOLE$T",CM PLAN VIEW PLAN VIEW ni EXTERIOR HALL TOP = N N CO f7 (O Tall=Zq" NOTE, General Notes Q N N N ri r: m N ui SEE FOUNDATION PLAN COIL STRAPS UNDER SHEATHING PROVIDE:8d COMMON(0.131 x 25'LOINS)NAILS.GOIL STRAPS OVER SHEATHING PROVIDE:IOd GOM1r10N(0.131 x 3'LONG)NAILS. EXTERIOR GV ISN]-'� HEADER MAXIMUM ROUND • Allowed hole zone suitable for uniformly loaded LAY-OYER OR FAL5E VALLEY PLATE HIP GONNEGTI ON LIQ DEPTH HOLE SIZE headers and beams only. ly nd STORY CORNER GONNEGTORS TYPIGAL ANCHOR BOLT STUD TO RIM J015T TO 51LL PLATE 5TRAPPINC DETAIL WALL FRAMING 4� • Noholesiund canal a�. 5Yz" 1%" • No holes in cantilevers. LOCATE AT EVERY STUD Ni.TS. (� N.ra 18 7Y4"to 20" 2" • No holes in headers or beams in lank orientation. See Illustration for Allowed Hole Zone DO NOT cut,notch or drill N.TS. LOCATES AT EVERY GORMJ? N.TS. LOCATION AS NOTED N.Ts. N.TS. N.TS. P holes In headers except as Z CO Indicated in illustrations and tables. a g N A MIWMIM OF TWO BRACED WALL LINES t7J ARE`REQ ;?1E D IN EACH DR ECTION OF A BUILDING. BW.S SHALL NOT BE SPACED F1 65 Z 0 O O 0 0 0 z I w CXT1?OCD STRAP AND WALL seatm MIT15[D AMD WALL - v1 rn Q u1 in Z J H- MORE THAN bo FT APART. WALLS WITHIN A BML SHUV.I NOT BE OFFSET BY MORE THAN 4 FEET FROM A Bw.. Bw LOCATIONS AIRF NOTE, To raP a'Pair WALL r u���I I � To TW Q'PONY WALL r M > a g rn 2 FT MAX PONY WALL MAY BE 2 FT MAX PONY WALL MAY BE INDICATED ON FLOOR PL/1N5 I w N J - SM'SGN DTTIZ taPl l AT 66-W�.�P WkED A BRACED WALL PAWL(15HP)SHALL BESM 147NN 10 FEET OF EACH ETD OF A BW_ THE DISTANCE BETWEEN ADJACENT PLACED ON TOP OF HEADER I I PLACED ON TOP OF HEADER a a a w a w o6 ab 0 WAIL END PMBS(T`/Fl:A)IDU AS Rl5gLM EDGES OF BMP" SHALL NOT BE ORPATB2 THAN 20 FEET. THERE SHALL BE A MINIMUM OF TWO BNP ON EACH BWL MIEPT AT ®� AT pRAGED WALL PETALS G MD D. WALLS(16 FEET LONG MAY HAVE ONE 48'OR LON61J2 BMP. BW'5 ARE TYPICALLY 65-W5P SHIEATHED BRACED WALL PANELS 3 I/2'W17E LVL HEADER(SEE FLAW o ® (TYPE A)OR 6YP5UM BOARD 65(TYPE B). PROVIDE TYPE G,D,E,OR F PANELS A5 NOTED ON PLAN WHERE BHP TYPES A ® - a IOD NNS AT°RIZ AND B DO NOT QUALIFY DUE TO MINIMUM LEN6TH REQUIREMENTS OR ADDITIONAL GONTRIBUTIN6 LEN6TH OF BHP 15 REQUIRED. CONTINUOUS TO OUTSIDE OF PAPE N 4 BHP TYPES ARE INDICATED ON FLOOR PLANS. o N ® 3/8'0 THREADED ROD l9 tD v J ® 65-H5P CONTINUOUSLY SHEATHED BRACED HALL PANELS(TYPE A)SHALL MEET z Z NOTE.WHERE 24'WIDE MINIMUM FULL WSW THE MINUMIHf OF TABLER602.105. NAIL X'MINIMUM WALL CONTINUOUS IIV4 MIN DEEP HEADER TO jE CONTINUOUS IIV4 MIN DEEP HEADER TO WALL RETURN 15 PROVIDED AT ENDS OF SHE4THHN6 MT14 Od NAILS o 6'0/G(EDGES)AND 12'0/0(POD)AND PROVIDE 2X OUT5IDE KING STUD(SEE FLAW Q OUT5IDE KING STUD(SEE PLAW FMB WEE 0S-WSP BRACED WAIL LINE THE 8000 BLOCKING AT ALL UNLSIIPPIORI'M PANE.EDSE5. PROVIDE 800 POUND HOLDOWi FASTEN J'SHEATHING To HEADER W +Tj FASTEN J'SHEATHRIS TO HEADER W Z HaDOWN MAY BE ELIMINATED. PER DETAIL Iq OR 20 AT ENDS OF BRACED WALL LR45 THAT DO NOT HAVE 6D NAILS o 3'O/G IN EACH DIRECTION 8D NAILS o 3'0/6 IN EACH DIRECTION W EITHER A 24'MINIMUM F911 L HEIGHT MAW.!RETURN OR A 48'MIWMIHf GWP. SIMPSON LSTA24 STRAP ON BOTH SIDES AND � SIMPSON L5TA24 STRAP ON UNSHEATHED TRIM TOP OF PANEL AS fREQ D � � CD EACH OF HEADER TO JACK STUD W Ib-IOD NAILS FACE W I6-M NAILS O } m TABLE R602.105TINOU INH TS G FASTEN TOP PLATE TO HEADER W 2 H FASTEN TOP PLATE TO HEADER W 2 PORTAL STRAPS I/ J 0 CONTINUOUSLY SHEATHED BRACED WALL PANELS ROHtS of Ibd NAILS 0 3'O/G Z ROWS OF Ibd NAILS o 3'0/G WALL MIN PANEL BOTH SIDES(4 V2'FROM ED6E ON STRAPS PER PAHH J W Q Lu WALL AJAGENT CLEAR MINIMUM LENGTH OF HEIGHT(fT) WIDTH'L' U LLj HEIGHT(FT) OPN6 HEI6HIT BRACED WALL PANEL PANEL SHALL HAVE A LEtH6TH'L'OF NOT PANEL SHALL HHAVE A LENSTH'L'OF NOT 8 28' WQ 2 �5IMPSoN GNW wpLER NIT <64' 24- $ 64'TO 80' 32' LESS THAN 16FT WALL, "FOR 8 FT WALL,18'FOR 9 LE55 THAN 16'FOR ONE STORY AND 24'FOR 80"TO qb" 36'' x PL,4N FORFOR ACTUAL,FOR A 10 LENGTH F7 WALL 5� XX FIRST SEE PLAN FOR ACTUAL STS APPLICATION q 32' 5IMP50N SEB 10 34' Phle,VERIFYSP 51AN13 PLUMB Z 7 U D <64' 2r GYPSUM BOARD 065"BRACED WALL PANELS(TYPE B)SHALL BE Q Q II 38" 0 ANChIOR BOLT OR q 64'TO 80' 30' 48'MINIM IH IN LENGTH ON BOTH SIDES OF WALL PER TABLE -- 12 42' NOTE:DETAIL APPLIES TO C ~� 4 AP E51VE ANCHOR 80"TO qb" 41' �R602.105. SGGIfREY1'fFiYP51�i BOARD WTH bd COOLC'R NAILS, JACK STUDS MIN OR PER PLAN 1- (2J JACK STUDS MIN.CM2 PER PLAN BOTH ENDS OF HEADER Q a n <b4' 30' JOCIMIX%8 GYPSUM BD NAILS,OR DWO X 176' lL 10 64'TO 80' 30' NAILS 0-180/0 OV6E5)AND 7010.(FIELD). BLOCKING 15 NOT � tLL r' 80"TO qb" 38" ATARI AT 1M511PPORTEV PANG-E06M WHEN PANES ARE BLOGKIN6 AT PAM ED6E5 BLOCKING AT PANEL.ED6E5 „ fV ❑ INSTALLED HORIZONTALLY. PROVIDE JOIST OR TRU55 OR FULL "Partial credit for panels 36"to 48"wide per R602.10.52 HEIGHT ►�DN26GTLY ABOVE AND BEAN/TYPE B WALLS. . _ TYP I GAL H01-00NN DETAIL AT ONE JACK AND KING STUDS ONE JACK AND KING STUDS BLOCKIfJ6 AT PANEL ED6E5 L EQUAL TD w I CONTINUOUSLY SHEATHED WOOD or > I2" II II FASTEN 7/16'SHFATHIN6 TO FAGH STN/ FASTt3!Tflb'SHEATHING TO EACH STUD TWO IGM6 STUDS F 7 /� A STUCTU RAL PANEL "CS-WSP" -TYPE A B GYPSUM BOARD GB -TYPE B AND SILL W aD COMMON NAILS o 3'o/G AND SILL W 8D COMMON NAILS o 3'0/6 } FRAMED FLOOR�. FA5TE3H'IM'SHEATNIN6 To STHA m NOT TO SCALE PER FIGURE R602.10.5 NOT TO SCALE PER FIGURE R602.10.5 AND SILL W 8d NAILS o 4'Q/c w 1 PORTAL DETAIL A'ONLY APPLIES 5IMffx50N HDI15 HOLD"W 14-1/4'SDS SIMPSON HDU2 HOLD"W b-Il4' � Q NLT5. TO 2 FT TO 18 FT WIDE OPENINGS. SCREWS IN DOUBLE END STUD SDS SCREWS IF NO FLOOR ABOVE. TABLE 602.10.3(1)BRAGIN6 REQUIREMENTS BASED ON 14OMPH TABLE 602.10 3(2)WIND ADJJSTMENT TO HHd14 HOLO"W IO-I/4'SD5 PANG To 51T DIRECTLY ON TOP OF WIND SPEED,EW'0511RE B,30 FT MEAN,ROOF HEIGHT,10 FOOT REQUIRED LENGTH OF WALL BRACING. 2-1/2'0 ANGHIOR BOLT OR EXPANSION SGRB IS IF FLOOR ABOVE. CONCRETE FOUNDATION WALL W BOLT WITH 2'X2'X31W PL WASHER 1/2'0 ANCHOR OR EXPANSION BOLT SNON DTT1Z t1AA7MN AT G5-W�°RAGED WALL HEIGHTS,AND 2 BRACED WALL LINES ADJUSTMENT STORY CONDITION ADJU5TMENT OVER O R �1 ' WALL BD PWNBS(TYPE A)IDU P. BA5ED ON 5UPPORTIN6 FACTOR •4 BAR CONT IN TOP OF CONCRETE CONCRETE =4 BAR CANT IN TOP OF CONCRETE 2-1/2'0 ANCHOR OR EXPANSION BOLT •3 TIE C) - T: <2 ,A ®m AT DRAGS WALL DETALS G AW D. STORY BNL 5PAGIN6 Co"T METHOD 66 mf 5HEATHIN6 EXPOSURE CATE60RY ONE STORY G 12 FOUNDATION FOUNDATION FOUNDATION ® S-IOD NILS AT DRVEXPOSURE GATE6ORY ONE STORY D 15 #4 BAR CONT IN TOP AND BOTTOM m TOP 10 25 55, �+ •; Z, EXPOSURE CATEGORY TWO STORY G 13 PAB5-16 ANCHOR BOT OR%THREADED OF C00 ETE FOUNDATION SIMPSON 561/8X24 OR PABX-I8 ANCHOR ® , , BOLT OR'Ya"THREADED IRODD, TOP 20 5.0 10.0 �'��CATEGORY TWO STORY D Ib EXTEND HALL SHHEATHHIN6 OVER RIM J015T ROD W WASHER PLATE,5i�DETAIL 15/DI ' FABS-18 ANCHOR BOLT OR% THRFJIDHD OVER ROD W WASHER PLATE,SEE DETAIL 15/DIAIL 1a ® ROOF EAVE TO R106E ROOF ONLY 15 FT 1.3 PANE.EDGE U 1--� c4ci9.•. TOP 30' 1.0' 14 5' FRAMED WALL.PORTAL DETAIL"B'ONLY APPLIES TO b FT TO 18 FT WIDE OPENINGS. U) 023810 O ROOF SAVE TO RIDGE ROOF ONLY 20 FT Ib FLOOR PANEL HAS CONTRIRITIN6 LENGTH OF 48'TOWARDS Rb02.10.3(U MINIMUM LJ=N6TH WALL TO BE USED ON FIRST FLOOR APPLICATION ONLY.PANEL HAS y TOP 40' 9.0' 18.5' ROOF EAVE TO RIDGE ROOF+I FLOOR 15 F7 1.15 REQUIREMENTS FOR BRACED WALL PANELS AT BRACED WALL LINES. WALL TO BE GONTRIBUTIN6 LENGTH OF 48'TOWARDS R602.101%)MINIMUM LEN6TH TO Dt�ERMINE�PAHB I NHDI��ItE3t97�6N TO ❑ TF O F N�� ROOF SAVE TO RIDGE ROOF+I FLOOR 20 FT 13 U5®ON PMT AMR APPLICATION OLY. REQUIREMENTS FOR BRAGS H AU PANELS AT BRACE V WALL LINES. BOLTS TOP 50' 11.0' 23.0' ROOF EAVE TO RI06E ROOF+2 FLOOR 15 FT 1.1 ACTUAL HORIZONTAL DT516N WIND LOAD AND CONDITION I ROOF EAVE TO RIDGE ROOF+2 FLOOR 20 FT NP ................................................... TOP 60 13.0' x` WALL HEIGHT ANY STORY &FT 0A CONTINUOUSLY SHEATHED PORTAL PORTAL FRAME WITH HOLD-DOWNS ALTERNATE BRACED WALL PANEL "ABW" SIMPSON STRONG WALL JOB NUMBER 3/8'0 ANCHOR BOLT OR WALL HEIGHT ANY STORY q FT OA5 ADHESIVE ANCHOR BOTTOM OF 2 10 5.0 HOS WALL HEIGHT ANY STORY 11 FT 105 FRAME "CS-PF" DETAIL - TYPE C "AFH" DETAIL - TYPED DETAIL - TYPE E DETAIL - TYPE F 0 0: WALL HEIGHT ANY STORY 12 FT 1.1 BOTTOM OF 2 20' 9.0' 19.0' NOT TO SCALE PER FIGURE R602.10.6.3 D NOT TO SCALE PER FIGURE R602.10.6.2 F 2016023 NOT TO SCALE PER FIGURE R602.10.6.1 NOT TO SCALE PER ENGINEERED METHOD W NUMBER OF OWL PER PLAN DIREGTION AT STORY 3 1.3 °a BOTTOM OF 2 30' 13.0' 215' N OF OWL PER PIAN DIRECTION AT STORY 4 1.45 Q SHEET NUMBER \X "BEIR OF ODI_PER PLAN DIRECTION AT STORY 5 OR MORE Ib BOTTOM OF 2 4o 11D, 56.01 WALL PANEL DETAILS C GYP BD FINISH OMITE:D FROM IN51DE FADE OF BHP 1.4 HOLDONN DETAIL AT SLAB BOTTOM OF 2 50' 21.0' 44.0' APPLIES TO METHOD G5-WSP ONLY �IBRACED CZE 20 60' 25.0, 525, GYP BD FASTENING ANY STORY 4'010 0.T , NOT TO SCALE UNIT 29 (B- 2 ALT- 2 ) UNIT 30 (MODEL B- 1 15 BOTTOM OF 2 APPLIES TO METHOD 6B ONLY D ) Dn W COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED F- 12 LINE OF ROOF CL 2 HR 5EPERATION z W Z TRU55 BEYOND WALL PER UL#33b CARRY ICE # WATER 5HIELD W q FOR MIN OF 3'-0'ALL 2 o 4'-0" 4'-0" DIRECTIONS® INTERSECTION (NO VENTING) (NO VENTING) OF METAL d ASPHALT ROOFING (3) 2x8 P.T.GIRDER ( R106E VENT 3 U BEYOND fu B2-I p RIDGE VENT - 1x8 FASCIA BOARD - o0 13I-5 12 E- '~ Naz 7 7- 2 q UTE_R5 d LEADERS Z U I"x b"AZEK RAKE BD W/ ALL GUTTERS d LEADERS SHALL BE BAKED O L- - q - - - - -,- - HARDIPLANK B2-1 M 51MP50N LU528-3 FACE --+ - Q w = MOUNT HANGER 12 12 12 12 ROOF BREAK�,�,�. HORIZONTAL I"x 3'AZEK TRIM(TYPE WHITE ALUMINUM .032'MIN.GAUGE,6UTTER5 U Lo ° 4 0 ry 12 1212 1 I (3) 2x12 P.T. GIRDER BEYOND 6"AZEK TRIM BOARD CLAPBOARD SIDING SHALL BE 5"SEAMLESS,OG.STYLE W/ALL ❑ U Mco ,� �;;::'. `>; TED d REQUIRFFD AGGE550RI LEADE - - - - - - - TTJ�1 _ _ _ _ �` ;.. SHALL BE MIN.2"x3",.021"6AUGE W/GLIP5 d� m ,I HARDIPLANK HORIZONTALto " " ANCHORS. CAULK d SEAL ALL JOINTS. PITCH STA IN IL BLOCK#DTLB5x4xl I x 8 AZEK RAKE -t Ix AZEK TRIM BOARD OVER CLAP 510IN6 R .�pN.OR MIN. I/8 I PML. a I I i 1'_p" GIRDERS(TYPJ 8" 8" 8" 6 BD w- . 12 EQUAL RECEPTORS,g"ABOVE GRADE TO RECEIVE BY I"x 3"AZEK TRIM b'HIGH BLIND l i�� OH. OH. OH. OH, o l I LASHING LEADER5(GL05ED GAP DE516N). `v u w wy I"x 3'AZEK RAKE BO W/ - SIMP50N BG52-3/6 P05T I"x 3'AZEK TRIM(TYPE i2 OYP) GAP ANCHOR 6"DIAD.TRIM 130ARD RII I ' AZEK .._ __ I 10" SQUARE HBd.6 PERMA GA5T 12 t_ 2040 _ 2040 : . 12 �J $ COLUMN#46382 W/5QUARE q -<-- - 6'HIGH BLIND DH _ DH I I x Z [ '` - FLASHING I FLAT GAP 8 BA5E (OR EQUAL) 4" CORNER COLUMN TO BE 41 J _..�.. _.fix _7.7 TF77 �, - V PROVIDED W/5PLIT KIT - bx6 P.T. P05TWITH 51MP50N .W - - - - - - - - - - - - - Al Ili! _ - - - - - - — _ _=f p1l DINING AREA ABUbb P05T BASE (TYP - ALL M.BEDROOM _ -- FASCIAS _ T_ 77" o '-pl PLATE HT. I I PLATE HT. -"' OH pH• Z COLUMNS) BD.'`- 5!'HIGH BLIND FLASHING m I GL O 2'-0" : .r: 2'-0" ' / T I PLATE HT. U TYP. REAR COV. PORCH DETAIL I OR - °" i o Ln 3/4"=11-0" B2-I NOTE UT ® E / / ® ® II O mm 111 11 1 1 Z �� u J = PVC SHUTTERS WITH FIXtD I I = � HIN6C-5. WIDTH OF I, � Q = 1 1 = 4 EXTERIOR WALL: 0 5HUTTER TO BE HALF ,- I I �, _ ❑ HARDI-PLANK CLAP WIDTH OF WINDOW. 1 11 = BOARD SIDING i TYVEK OR EQUAL 1/2""5HEATHNr7 9 / CONT.25X4'BLOCKING " - COLUMN COLUMN® COVERED I I 2x4 STUD WALL Ib O.G. - I I ' ® I6"OL. 2 GOVT.ALUM.FLASHING W/ PORCH BEYOND i! / i i COVERED 2 x4 OUTRIGGERS DRIP(DOLOR TO MATCH -FRAMED SOFFIT Z WOOD FIN.15T FLOOR_ _ I ! _ / _ _ i i _FiN�STB BEYOND ELEV.+0'-0" O 5/4"x8'TRIM + q I I 1x4 AZEK TRIM I I I I Ix4 AZEK I I I I U) ALL 51DE-5 I I I HATCHED AREA I TRIM ALL I I I I p INDICATES LOCATION I 51DE5 I I I I pp Or-FIRE RATED ROOF E I I I I I V J 1542'AZEK TRIM o I I I I I WALL SHEATHING,4'-0" El DENTIL BLOCK#DTLB5x4xl � I I I I I FFII °REWALEL�EA OF I I I ( I w O BY"ON'OR EQUAL I I I I I I I 5/4"x6'AZEK TRIM I I I I I I I I I I U I I I I I I I I I TYP.EXTERIOR WALL: jkjBA5EMENr I I I I I I I I I I B TKOREQUAL ARD-PLANK�,I-IIIS16LE - - - �-t- - - - - - - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - - -- - - - - - - - - - - - I - - -� - - 4 - - - -, - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - T - - - - - 1/2"5HEATHIN6 L -I- - - - - - - - - - - - - - - - - - - - - - - -L - - - -I- - - - - - - - - - - -- - - - - - - - - - - - - -LI- 2x45TUDWALLI6'O.G. - - - - - - - - - - - - - - - - - - - - - - L - - - - - - - - - - - - - - - - - -�- - - J - - -L - J U 12 UNIT 30 ( 15 ' PORCH) UNIT 29 DETAIL 2 'i 2L1"RPER5EPERATION _ FRONT ELEVATION 0 3/4"=1'-0" %12-1) MODEL B- 1 (INKBERRY) B 2 ALT-2 (MAGNOLIA) I,4„ = I,-oM CL 2 HR 5EPERATION WALL PER UL#33b TYPICAL ROOFING: 11 PROVIDE 5TEPPED FLASHING ALONG ARCHITECTURAL SHINGLES 15# (NO VENTING) (NO VENTING) ENTIRE LENGTH OF INTER5EGTIoN OF 4-0 4-0 ROOF d VERTICAL DORMER EXTERIOR FELT UNDERLAYMENT R106E VENT WALLS.FLASHING TO BE MIN b"HIGH 5/8" PLYWOOD SHEATHING 12 RIDGES TO ALIGN (BOTH SIDES OF DORMER) N V lI Q N C-4 tCj HARDIPLANK RIDGE NT RIDGE VENT D - N N M M <C - HORIZONTAL CLAP 15c 8'AZEK RAKE BD W/ 51DING 12'x IS"VINYL i'x 3"AZEK TRIM 4,. 1,-a„ 4., LOWERED VENT b"AZEK TRIM 12 I rn q 13'-8"DORMER PL HT z z 6'AZEK TRIM BOARD 12 b"HI6H BLIND TYPICAL ROOFING: ABOVE 15T FLOOR u) 12 q FLASHING ARCHITECTURAL I iri z cn m a a I"x�8"AZEK RAKE BD W/ q F SHINGLES 15#FELT I I 0 0 0 ° o o g J 1 x 3 AZEK TRIM(TYP) 12 / UNDERLAYMENT I w v a 5161 5HEATHINO YWOOD 6"DIA6.AZEK \ 12 12 QWALL PL°NT HT.GARAGE (3)2420 F CD(MULLED) o TRIM BOARD ROOF® COVERED � q q -_.____-- PORCH BEYOND N b'H16H BLIND- 12 CNI I FLA5"1N5v - 6"HIGH BLIND LINE OF HIGH q Q GARAGE WALL - - - - - - - - - - - - - B2-I _ w ALIGN FLASHING =GEIL.BEYOND _ 2 HR SEPERATION BELOW WALL PER UL#336 (- GREAT ROOM FASCIAS P_ORGH 5EE DETAIL I/FW-2 _ Z PLATE- - - - ---- - - --�- - -- - _ - - - - - PLATE T. W CIS 42 42 ---J1111M1 „ --- — CU7 T. -0111 111111E--- -iiuu�- I 0 / / --- - - i OH. 5'-2" &4' 4'-10" F� m 77 rl I I I I I I ' I I I I W O w I I I I I I I I I I I I 62-I I I I I I I II 11 II ' II II I W UJI U w I I I I I I I I I I I I DORMER PLAN 3 Z I I , „ I I I I I I I I I IF 1H � �� 1-011 62-I C� I FFI6 4 WI THe. o w I . IS' 0" WI TH I I 1/4"=1 4 I I I I i t F F / ►= $ .o I I I I I W n =v .- 1I I I i t I I p p i t I I I ❑ b'AZEK TRIM I I i t I I I I i i I I U ALL 51DE5 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I l I I z I I m I IU� I I I FIN. 15T FLOOR 1 1 I I 1 I I I 11 FIN. 1ST FLOOR z EL_EY.+O'-O" _ - - - ;_; 2020 NYSRG- 62427.8 (503.8) 2020 NYSRG- R312.2.1 � � w / � VENTING SYSTEM TERMINATION LOCATION: IN DWELLING UNITS,WHERE THE TOP OF THE SILL OF AN Z � � � O o o -4r - I -__-___�I I - - - - - - THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN OPERABLE WINDOW OPENING 15 LOCATED LE55 THAN 24" I I 1 per--�� �1 I Ix4 AZEK TRIM I I Ir �r -- SII I I I I I I I I ABOVE THE FINISHED FLOOR AND GREATER THAN 12"ABOVE II II II II II II INPUT OF 10,000 BTU PER HGUR(3KW)OR LE55 SHALL BE W I II I I „ I I U I �� bxb P.T.P05T WITH 51MP50N II II II ALL 51DE5(TYPJ b AZEK I ALL 51DE5 THE FINISHED GRADE OR OTHER SURFACE BELOW ON THE i ED Rt✓ BG52-3/6 P05T GAP ANCHOR d I " I I I ijll II IIS I I I WALL BEYOND b�AZEK TRIM iii II iiii I I I I I BUILDING,AND 5"AN APPLIANCE WITH AN(INPUT OVER 10,000 EXTERIOR OF THE BUILDING THE OPERABLE WINDOW 5HALL U � �FtT CN y�TF 51MP50N ABU6b P05T BASE(1YP- I b AZEK TRIM I I (III II III I I I I III II (III I I I I I I I 6x6 P.T.P05T WITH COMPLY WITH ONE OF THE FOLLOWING: FRS G' 11 11 II II II II I 51MP50N B652-3/6 BTU PER HOUR BUT NOT OVER 50p00 BTU PER HOUR SHALL BE * H . . ALL COLUMNS) I ALL SIDES ��II EpRE59 IIS I I INDIGAT LOCATION I Ill E6RE5511ii j I I l0" 5QUA HB46 PERMA GAST I I I P05T GAP ANCHOR d INSTALLED WITH A q INCH VENT TERMINATION CLEARANCE,AND OPENING-5 THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE 4 I I I I II1L >�__=JI I I of FIRE RATED ROOF d I IIL-__J=---jHINVOW IB I I I COLUMN I# 382 W/SQUARE I I I SIMPSON ABU66 AN APPLIANCE WITH AN INPUT OVER 50,000 BTU PER HOUR TO PA55 THROUGH THE OPENING IN IT5 LAR6E5T OPENED W " I IL--- - --- - --0 I SHALL HAVE AT LEAST A 12 INCH VENT TERMINATION POSITION. 10 5QUARE HB$6 PERMA CAST I I q I u_________u I I WALL SHEATHING,4-0 u_________u I I FLAT CAP k BA5E (OR EQUAL) I I I P05T BA5E(TYP- *FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F 2080 = GOLUMN #46382 W/SQUARE I I I FROM CENTER OF I I -GORNI�R Q,OLUMN TO BE I I I ALL COLUMNS) CLEARANCE.THE BOTTOM OF THE VENT TERMINAL AND THE AIR U FLAT GAP d BASE (OR EQUAL) I I FDI I FIRB^IALL-EACH SIDE I q PROYID W/SPLIT KIT INTAKE SHALL BE LOCATED AT LEAST 12"ABOVE GRADE. (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO U - E CONTROL DEVICE ALLOWING THE WINDOW TO CORNER COLUMN TO BE _ ` — — I FDI I I I I I FULLY OPEN,5HALLL NOT REDUCE THE NET CLEAR OPENING ❑ S 023t'•"`� PROVIDED W/SPLIT KIT I I I I I I I I I AREA OF THE WINDOW UNIT TO LE55 THAN 5.15QUARE FST. TF O F.N. - BA5EMENT I I I I I I I I I I I BASEMENT — - --I- - - - - - - - - - - - - - - - - - - t- - — — - - - - — — — — — - - - - - � - - - - - - - - - - - - - - - - - - - - - - - - - - - J- - - — — - -�- t— — — - - — — — MBER r - - - - - - - - - - - - - - - - - I I y JO NU - - - - - - - - - - - - - - - - - .�I- - - - - - - - - - - - - - - - - - - - - - - - - -- - -I - -I .. 2016023 UNIT 29 q-2 HR 5EPERATION UNIT 30 ( 15 ' PORCH) (n SHEET NUMBER WALL PER UL#336 UNIT 2 9 UNIT 30. DUET CLUSTER mB-2 ALT-2 (MAGNOLIA) MODEL B- 1 (INKBERRY) -REAR ELEVATION0- "n Z 1/4" _ -0" (MODEL B-2 ALT- 2 ) (MODEL B- 1 15 ) ELEVATIONS W 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED ASPHALT ROOF SHINGLES Z c , W p�1 E U PLYWOOD 5HEATHIN6 / O V t5 LINE OF ROOF o w 12 BEYOND MASTER I5#ROOFING FELT PAPER / O W Z;-7c; RIDGE VENT BEDROOM / I,- ,a INSTALL ICE t WATER 5HIELD PER MANUFACTURER'S 5PEG5.TO / ROOF FRAMING U > r INSTALL ICE t WATER SHIELD MAINTAIN PRODUCT WARRANTY. / ,� D N>: AZEKLINE OF DORMER OFDORMEROTNYPI MARRY DOWN FRONT OF FASCIA- / Z U ` 12 PER MANUFACTURERS MIN 4'TYPICAL - 6,0 ROOF OVER 6ARA6E 5.15 SPECIFICATIONS TO MAINTAIN / L u� o rn ROOF BEYOND PRODUCT WARRANTY 0.40 ALUMINUM DRIP EDGE 0 Q w c M RIDGE VENT RIDGE VENT GAP U o -��, 4 12 NOTE: / = ti co i APPLY ICE t WATER SHIELD IN 6UrTER ❑ U FAIR WEATHER WHEN THE AIR, .Mo, I� " MIN 3.5 12 ROOF DECK AND MEMBRANE (' ARE AT TEMPERATURE5 OF = LINE OF GARAGE EXPOSED LOW GDRfit 40°F(5°G)OR HIGHER a ROOF BEYOND Ix5 FASCIA 817. FLU5H ROOFS 5.AZEK FRIEZE BD. OH .411 B_EDRM#2 _ - - — I I_OII BATH#2 __ _ _ GREAT ROOM Z PLATE HT. OH, PLATE HT. uncal — - - - mlia PLATE HT. NOTE; 0 APPLY ICE t WATER SFNELD IN ~ I I_411 U I " I-O FAIR WEATHER OH' WHEN 7NE AIR,ROOF DECK AND � OH i I I I __I_� `_ I MEMBRANE ARE AT H TB IPERATURE5 OF 40'F(5°G)OR (n TFFI HIGHER. Z I I I I = I I O \ 10' SQUARE H546 PERMA i 1 FA50A BOARD 'AZEK SOFFIT w li EXTERIOR WALL I I i i _ -- -HARDIPLANK SHINGLE SIDING :-- B2-I BOARD W/2•GONr. I I I I � CAST COLUMN #46382 W/ , I VENTIN6 OR VENTED O TYVEK OR EQUAL o - i i i i _Try I I SQUARE FLAT GAP t i Q VINYL 5oFF1T M� -lAb'056 SHEATHING " Q i i i i I I BA5E (OR EQUAL) - i i O ` ► J -2x6 WOOD STUDS 0 Ib O.G. , , , _ CORNER COLUMN TO BE I I Z T PROVIDED W/SPLIT KIT i i ❑ V J - LL b R-21 BATS (- DETAIL 2 IIIIIIIIIIIIIIIIIIII - � I I I I I I I I I — rT '� r w I I I1 n � n FIN. IST FLOOR i i i _ _ _ _ i I _ FIN. 15T FLOOR SCALE: 1 1/2 = 1 -0 4pl- - - - - I'�, ( I 10" SQUARE ttDt6 PERMA I I bxb P.T.P05T WITH GA5T COL" #46382 W/ I I 5IMP50N BG52-3/6 I 5QUARE FLP T GAP t I I P05T GAP ANCHOR t 51MP50N ABUbb WALL® GARAGE WALL® GARAGE BASE (oR E UAL) - F- � w BEYOND I I I I P05T BASE(TYP- I I I I BEYOND I � W CORNER GO UMN TO BE 4 I I PROVIDED 5PLIT KIT I I ALL COLUMNS) I I I I I FDI 4 0 � • I I I I I I I I I I ❑ w O 1 BA5EMENT _ I _ _ _ _ I _ BASEMENT - - - - - - - - - -I- - - - - - TI- - - - - - - T1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I - - - - - -- 1-,- - - - - - - - - - - - - T - - - - - - - - - - - - U M— — — — — — — — — — -L — — — — — — -L — — — — — — — L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —I— — — — — — —— J— — — — — — — —j — — — — — — -1 — — — — — — — — — — — — - (n Q ,RICHT END ELEVATION UNIT 2 9 U) u 11-oll U 1/4 Z W B - 2 (ALT- 2 ) O 0 5ELF FLA5HIN6 STANDING 5EAM METAL GHA5E GAP 6" TRIM GAP — — RIDGE VENT - - w � � � h I� � ni co ,T, Q N N N co I� 'p N 1C1 N N 6 M 6 OPTIONAL WOOD 12 GHA5E WITH METAL GAP AND CULTURED 12 IN5TALL ICE t WATER 5HIELD STONE VENEER PER MANUFACTURER'S - \r ARA6E DORMER 5PEGIFIGAT10N5 TO MAINTAIN �:_-�:._ � .-. - - - ' --' � 12 PRODUCT WARRANTY LINE OF ROOF . ��.- _ �T_ T_ . _ - BEYOND Zco BEYOND® - 4--, .r - m - _, L.. _ 12 u� ng z u. z RIDGE VENT ~f J i"T BEDROOM#2 "M1' Nom- - vi z cna. APPLY ICE t WATER 5HIELD IN - RIDGE VENT z 0 z 0 z o z w FAIR WEATHER WHEN THE AIR, - - - - - — cn 55 65 Q w � ROOF DECK AND MEMBRANE 12 > w 5 N ARE AT TEMPERATURE5 OF a w a6 05 v 40°F(50G)OR H16HER. 2 12 1.2 BI-I GABLE N 4 FLUSH ROOFS Q q OH. o J W S —r - Ix5 FASCIA BD. _PORCH 5"AZEKF- T�r n❑ nn PLATE HT.I I II ur i rillFREZE BD. _ _ M.BEDROOM Z (� .� PLATE HT. II-4 IOH. i t I I O m _ • i i i i - NOTE W: J O Lu J I i i i i PVC,5HUTTER5 WITH FIXED > H w 1 11i I I i _ HIN6E5. WIDTH OF p �I = SHUTTER TO BE HALF v o = i I I WIDTH Of WINDOW. = Z LL 2020 NY5RG- 62421.8 (503.8) Q B2 I TTT = I 4 i i i _ � _4 VENTING 5Y5TEM TERMINATION LOCATION: _ I - i i i EXTERIOR BALL o p w THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH I , , 4 4 -HARDIPLANK 5HIN6LE 51DING - AN INPUT OF 10,000 BTU PER HOUR(3KW)OR LE55 SHALL i i i � -TYVEK OR EQUAL ❑ BE LOCATED AT LEAST b'FROM ANY AIR OPENING INTO A I I i 0 © Lo -l/Ib"05135HEATHIN6 W BUILDING,AND 5UGH AN APPLIANCE W11H AN INPUT OVER i i -2x6 WOOD S1UD5® I6"O.G. _ LL 10,000 BTU PER HOUR BUT NOT OVER 50,000 BTU PER I I 777_7 -b"R-21 ]BATTS HOUR SHALL BE IN5TALLED WITH A 9 INCH VENT TERMINATION CLEARANCE, FIN. 15T FLOOR I_ _ _ _ _ _ _ _ _ _ FIN. IST FL00 F AND AN APPLIANCE WITH AN - - _ _ F: m INPUT OVER 50,000 BTU PER HOUR 5HALL HAVE AT L.EA5T ui A 12 INCH VENT TERMINATION GLEARANGE.THE BOTTOM OF THE VENT TERMINAL AND THE AIR INTAKE SHALL BE AZEK TRIMco LOCATED AT LEA5T 12"ABOVE 6RADE. I WALL® BEDROOM I I I ALL 51DE5 I 12' SQUARE HB46 PERMA CA5T BALI-® GARAGE I � D I #2 BEYOND I I I I I COLUMN W/5QUARE FLAT GAP BEYOND t BASE (OR EQUAL) - CORNER I W �5 D A'R' R T Ix4 AZEK TRIM bxb P.T.POST WITH '�� c�Sj `. 51MP50N BG52-3/b P05T GAP ANCHOR t I I'�'°`u- I COLUMN TO BE PROVIDED W/ 2020 NY5RC- 8312.2.1 I FDI I I I 51MP50N ABUbb I BREAK I 5PLIT KIT I 4 r IN DWELLING UNITS,WHERE THE TOP OF THE SILL OF AN I I I I POST BASE f TYP ALL COLUMNS) OPERABLE WINDOW OPENING 15 LOCATED LE55 THAN 24' ABOVE THE FINISHED FLOOR AND GREATER THAN 12' I I I I I I I ABOVE THE FIN15HED GRADE OR OTHER 5URFAGE BELOW ON THE EXTERIOR OF THE BUILDING THE OPERABLE I I I I ( I I 023F, y0� WINDOW SHALL COMPLY WITH ONE OF'rHE FOLLOWING: I I I I I I I OF NE "OPENIN65 THAT WILL NOT ALLOW A4 INCH DIAMETER BASEMENT - - - - - - - - - - - - - - - - - - - - - - - - - - - - L - - - - - - - - - --I - - - - -}- - - .....................................................: SPHERETOPA55THR000�FITHE OPENII'161NIT5LAR6E5T r- - - - - - - - - - - - - -- - - - - �— � I I T- - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - `1- JOBNUMBER OPENE:DPOSITION. 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MODEL B - l (INKBERRY)- 0 B - l . l 8� 3 0 (MODEL l 5 ) ELEVATIONS W 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED 1 II I_ 11 I " I II I_ II � Gk 2 HR SEPERATION I-- WALL 22 6 PER UL#336 14-6 I I-2 13 0 w E A LINE OF REAR B-5 A - - p V 6 `P CHEEK WALL 0 62-5 Z V 0- O N tt' fo UNIT 2q — — — — — — I H 4—J co 211 ® (V � � � Q j ■� V CNS � Q >; S' 8" I 11 S" 1 II 1 " 1 11 I II 1 " I 11 I " n O rn�'Z Lo 2'-0" I'-5" 5'-7" 5-T 11-51111 2-b 4-4 M.O. 15-b 5-3 4-4 M.O. .41-1111 10-O 8" 12-10 �•- UNEXCAV. p Q w c"= M 4"P.G.51- WITH bxb, I U = a y 4 q 2 " co 10/10 HAM.M.OR FIBGRMGSH. ❑ U M FD1 a b MIN.3500 P51 GONG. - M U EXGAV. FDI I -------- I LL cvo 4"P.G.SLAB WITH 6, I HD o rVll a 10/10 M.OR FI o MIN.3 P51 CONIC. �± EGRESS Q I WINDOW Q I m p m 0 m Q v irm q I Hp r "� 2x12 FLOOR JOISTS o FDI ® Ib"O.G. 2"x 10" o - SEAT 8" 1'-0" II — 11-011 4"WIDE J015T 11 SEAT.T.O.SEAT ' HD j b r -- I FD1 — II 4 ELEV= (-)I'-ILII Q 4 w 2'x 10" 1 o I FDI _ J _ F_ Q SLAB SEAT p Q I FD1 r- Q I L9"PL.FOUNDATION WALL Z I in - HVj � 4 WITH DAMPROOFIN6 ON 1 p b" 14'-8" q'-4" FDI 13'-2" 24"x 12'P.G.FOOTING 10" 2'-0" `9 U HD _ - - - � WINDOW Q " I p I o l0'P.G.FOUNDATION I " Q DIRECT VENT HFATIN6 EQUIP. OW 12 P.G.FOUNDATION I HD WALL WITH DAMPI:OOFINS I I 3 ISTEE GOUMN APPLIANCE CLEARANCE HD O ` ' J 2'-0" 7 WITH DAMPROOFING N _ — - - - - ON 20"x 10"P.G.FOOTING , ' .J cn BE I FD1 24'x 12"P.G.FOOTIN - - I -T.O.W.ELEV. = 0'-0" ON 30'x lI 6 N Q NJ W TH THE GLE0 PC APPLIANCES ARANGES FR , ZQij C-) lo" 14'-4" (2)2X10 P.T. 23'-O"I I IL o I I L I I� -�) ( ll UNPROTECTED GOMBU5TIBLE 4 WIDE ❑ HD I I MATERIALS A5 INDICATED ON TE J015T SEAT. L J APPLIANCE LABEL AND IN THE TOW ELEV= I DIRECT VENT HEATING EQUIP. 4"WIDE I I 0 MAK FAGTURER5 IN5TALLATI N (-)1'-11" APPLIANCE GLEARANGE APPLIANCES � J015T SEAT. I 1 1 I o0 0o I� IN5TRUGTIO 5. (I 11 I I I SHALL BE INSTALLED WITH THE - = _ I_ • 1 FW-2 4 WIDE I M � � TOW.ELEV= ()I I� I o211 �I J015T SEAT. 1 I I I� ( CLEARANCES FROM UNPROTECTED o I1 F I I I I o Q PROVIDE FRESH AIR INTA r TOW.ELEV= (-)I'-111 I IM I IND GA�TEDBON THE APPLIANCE LABEL g I `n I I ( ( r � TO MEGH EQUIP PER GO u, FL' AND IN THE MANUFACTURERS r+ I p I 2x12 FLOOR JOISTS L J 2x12 FLOOR J01 T5 HD O (_ - ( INSTALLATION INSTRUCTIONS. cZ` I N I ® lb'OL. ® Ib"O.G. 2 0 w • X HD I DIA STEEL COLUMN ( ' ® I W ' PROVIDE FRESH AIR INTAKE ON 30'x 30'x 12"DP PGI1 A I I I I I U • TO MEGH EQUIP PER CODE FT6 NDN) T I I -IF L J NT SLAB L J II I 4 b *4'P.G.SLAB(MIN.21500 P51 CONG) 1 m IL 2'-0" Io" 8'-5" 8-511 al_511 1 I 61_211 /1 011 I'-o" 1 FDI * "E`•"_LENE VAPOR FD1 ❑ I — I C! � —� V C/—L/ I I I '� � Br�AMPI�t FILL o 45%DENSITY I I I f o F , I cl D.O. 5 1/4"x q 1/2" LOWFF 11 D.O. it 1 D.O. r — D.0 �r 1 — —I I 4 n n — �- — II — r — I 14-2 5-0 b-0 10 L _ J LVL GIRD)=R I� o III � I ' — —I = I J UNFINI A5SMENT U 4 II BA5EMENT SLAB I _f _ — — — — — IL :(R-13) 8-0cElu HT. _ F_ —I NP. 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I REINFORCED WITH bxb,10/10 W.W.M. a `~ ® l •G• I ELEV= (-)I'-1}" E- *TAMP d FILL TO g5K DENSITY b" 1 It - ;fl 55 c a ¢ cn II I L - _ _ J 4R_ I I l4-2 2-b 01,z u, 5 5 5 N D - UNEXGAVATED NPIGAL 1 i SLOPE GARAGE SLAB DOWN 2 u� II - - - - - p * I ww -w>, wW- 060 i 6ARA6E SLAB O I TOWARDS 6ARA6E DOOR o 0'-011 ELEV. :o I I 1 *4"P.G.SLAB(MIN.3500 PSI CONGA p III I- -1 tl 11 F_ __1 - - I I I REINFORCED WITH bxb,IOAO W.W.M. I i nl I 5 1/4"x q I — II qu- ® LI u- *TAMP d FILL TO q5%DENSITY 5LOPE 6ARA6E SLAB D"2' g I L _ J LVL L - ND o TOWARDS GARAGE DOOR ° I 2x FL Jol 5 N I ) 1 I 8" P.G. FOUNDATION WALL II I — I ° I WITH DAMPROOFIN6 ON o I Il'-Io" e" II'-a" ' 2'-b" o" F- 11 — — — — —— — — - 1 n �1 n N ® I 11 lb"x B OP P.G. FOOTING " I Z CD _ to 6141 6-q 6-� - e n-10 I-° ' 8' P.G.FOUNDATION WALLd) A�' W . ^^ U c� I I(I NTH DAMPROOFING ON O F-+� m 1 16'x 8 DP P.G. FOOTING r I D.O. 7 5 1/4'x q 1/ " LOWF_ _1 I D.O. 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I N 602 �6� �t ;� UP IR KNEE WALL I RATED W/ F SIDELIGHTS ¢ N N N ri r� `.° N ori HD o (4)2x6 I CLOSING ICE o c 0 – POST I I 11 I b" '11_411 4" IOI ON 6" 1_411 1 N 4„ 31_211 411 31_411 /N �1 jj11 /11 4,-0" fill I4" _2" 4" i I (4)2xb I I T ✓ _V 602 •T V -V Cl L 6x6 P.T.P05T WITH HD SIMPSON BG52-3/b P05T 6x6 P.T.P05T WITH ° - - 0 2868 INSUL DR- 22"X 30"ATTIC _ _ I OOF TRU55 GIRDER _ _ _ _ _ _ _ - - GAP ANCHOR 4 51MP50N Q 51MP50N BG52-3/6 I 1-2 5HWR PAN �bb� - - - 45 MIN.FIRE AGGE55 HATCH I I ABUbb P05T BASE(TYP _ _ _ I ( `r LAV o -ALL GOLUMN5)m � POST GAP ANCHOR ,r, RATED W/SELF P05T BASE(TYPb (L-� co -j O o TEMP 6L PRTN ® a'-0'CEILING F - - - CLOSING DEVICE 1'I WO GAR GARAGE 1 I SO WC la m g z SD I I T 4 PG.SLAB(MIN.3500 PSI NG) GL- DI Q_ o % ALL COLUMNS) F -0 4 DOOR WI L - - - 1 I I REINFORCED NTH 2xb,Io/10 W1. 611 31 411 411 4'-b" 411 EF 8'-b" 3030 AWN z o O Z N SLOPE 6ARA6E SLAB DOWN " 4 0 0 0 o z z J (3)2610 TR 1 I b Q 11-011 4" L. 41-011 4" 6'-10" 611 5 I I TOWARDS GARAGE DOOR I I `� 'R0� l0'-0"GEILIN6 0-61-0" 5 w 5 5 ° Q CIO m3 ® a'-o'HD HT I11 BATH #2 Cu (3)2650 DH L IO-D CEILING s TWO GAR GARAGE FW-2 111 IrN 0 TWA LS 44 GEI I BD ON 6ARAI m w � 06 oN5 U ©EF MA TER W-O'CEILING "4"PG.SLAB(MIN.3500 PSI GONGS I " 'TYPE'X'GYP BD ON INT o4 IVIN6 e (TEMPERED) I I or I u' N REINFORCED WITH bxb 10/10 W.W.M. I I SPACE COMMON WALLS TO 6 6E a o I U BATHROOM WIGL b (R-21)BATTS T SLOPE 6ARA6E SLAB DOWN 2' I I I 11 = LOJ WC TOWARDS GARAGE DOOR N ' IN I I Sp® la `r LAY LAY bS Tf'E X'GYP BD ON GARAGE S� 1 1- 1 12 �b WALLS 4 CEILING I)N II, Q GL. DI 0 o T 'TYPE'X'GYP BD ON INT OF LIVING 1 I � ' - SPACE GOMMON WALLS TO 6ARA6E I I Ism N 11 I 6"(R-21) BATTS ENERGY NOTES 2010 TR Q DI III DORMER WALLS 1� I I'-0"GEIL N6 ALL CONSTRUCTION SHALL COMPLY WITH THE 2020 ECCCNYS k, ® b'-0'HD HT I ABOVE I BEDROOM #2 0 l LLJ Z - - - - - - - - - - - - - la c� RESIDENTIAL PROVISIONS. cry 2050 DH IN r 1 " 111 111 DI 611 HD a L i 4 1 I b'-0" I I 12'-0" b" 2'-b O m b N 1 Ib'-0" I 411 41_2N b° Ib'-O" 4 - SEE SHEET T-2 ENERGY CODE NOTES N 1101.10.1.1 - N 1104.1 I irm J O <o - W w la 19 111 11 � I ^^ . iii ( 2X6 HDR DI D - 1 � 16010 OH DR 1 0 F�+� v o a _ _ e N Z II'-0'STEP CEILING ( HD 5 1/4"x 16'LVL HDR 1z HD J r= C7 2020 NYSRG- G242�f.8 (503.8 1 MASTER I 4 16010 OH DR � — Q D/21 4 i N 0 _ _ _ _ _ _ _ N w 0 VENTING SYSTEM TERMINATION LOCATION: v 2-0 1 BEDROOM HD 5 1/4'x Ib"LVL HDR HD D/21 THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN INPUT OF I - IOpoO BTU PER HOUR(3KW)OR LE:55 SHALL BE LOCATED AT LEAST I I „6" - (2)2X10 HDR `° I ❑ 6"FROM ANY AIR OPENING INTO A BUILDING,AND 5UGH AN I 21-0" 2'-G" 2'-0" 2 DI e e I APPLIANCE WITH AN INPUT OVER 10000 BTU PER HOUR BUT NOT OVER 50poo BTU PER HOUR SHALT_ 0 INSTALLED WITH A q INCH I I ry 1&30 DH D/21 FW-2 1 D/21 HD J — — — — — — HD ui VENT TERMINATION CLEARANCE,AND AN APPLIANCE WITH AN INPUT I I o _ 2010 TR - DI D) OVER 50,000 BTU PER HOUR SHALT_HAVE AT LEAST A 12 14GH VENT 4' iv (2)3 0 DH z } ® 8'-0"HD HT i i �PH A FW � DI ® 8'-0 HD HT 1a � � J TERMINATION CLEARANCE.THE BOTTOM OF THE VENT TERMINAL AND F_-I THE AIR INTAKE SHALL BE LOGATED AT LEAST 12"ABOVE 5RADE. 2�'O 1 cL - -- - - - - - - - - - - J B-5 `fl DI � Zco C� L _JrA — 4 0 m (2)2X6 HDR `z N (2)2X6 HDR ARcyiT 82-5 2020 NYSRG- R312.2.1 e e - - - - - - - - - - -IN DWELLIN6 UNITS,WHERE THE TOP OF THE 51H OF AN OPERABLE HD r - - - - - - HD \rte a RT CyFR �� 3010 5010 1* 1a �� WINDOW OPENING 15 LOCATED LE5:5 THAN 24"ABOVE THE FINISHED �-- ® a HD ® -0 HD HT - 1 DI _ " " I 1 N 1 I'-0" LINE OF UNIT 30 FLOOR AND GREATER THAN 12'ABOVE THE FINISHED GRADE OR la 4'-O'� DHDH NL a'-0" 3050 4-0 16 I b-0 R.O. I-6 I-4 16-0 R.O. b-6 6-b '3056 — 1 p 1 11 OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDIN6,THE N _ 11 _ 11 _75-0" " I_ 11 I_ II 1 11 MASTER BEDROOM {� OPERABLE WINDOW 5HALL GOMPLI'WITH ONE OF THE FOLLOWING: DI Il-0 4 0 Iq 2 181-41113 0 ------------ 2 6 2 6 2-0 • T I NOT ALLOW.A 4 INCH DIAMETER SPHERE TO WALL BEYOND OPENINGS THAT WILL `0'-2" PA55 THROUGH THE OPENING IN IT5 LARGEST OPENED POSITION. *FALL PREVENTION DEVIGES THAT'COMPLY WITH A5TM F 20x0 2" FLOOR PLAN ° �-�T� �23�,��y0 (THE WINDOW OPENING CONTROL DEVIGE AFTER OPERATION TO UNIT 30 ( 15 ' PORCH- FLOOR PLAN T 2 HR 5EPERATION UNIT 2 9OFN RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO FULLYWALL PER UL#336 MODEL B- 1 (INKBERRY). 1/4"=1'-0" LIVING AREA= 1,589 SQ. FT. B-2 ALT-2 (MAGNOLIA) 1/4��=1'-0" LIVING AREA= 1,5aa 5Q. FT. JOB NUMBER OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING AREA OF THE GARAGE AREA= 37N 50. FT. GARAGE AREA= 3Tf 50. FT. WINDOW UNIT TO LE55 THAN 5.1 50JARE FEET. w 2 016 0 2 3 COVERED PORCH AREA= I12 562. PT. COVERED PORCH AREA= 250 50. FT. NOTE: NOTE R: ONE CARBON MONOXIDE ALARM IN NEW ONE NOTE'5': EF =EXHAUST FAN: GENERAL GONTRAGTOR5 AND SUBGONMALTOR5 TO REVIEW THE5E Q SHEET NUMBER STAIR MANUFACTURER TO 50 GFM INTERMITTENT OR NOTE "v UNIT 2 9 UNIT 30. DUET CLUSTER PRE-ENGINEERED ROOF AND TWO-FAMILY DWELLINGS,TOWNHOUSES MULTIPLE LVL GIRDER CONNECTIONS: 20 GFM CONTINUOUS � CONSTRUCTION DOCUMENTS UPON RECEIPT PROM ARCHITECT ANDALL WINDOWS HD= HOLD DOWN AND DWELLING UNITS IN GROUP R-2 DE516N BTAIRS TO MEET ALL © ALL DRYERS TO BE RENTED B2 � 3 4.TRUSSES W/ 12" MIN. APPLICABLE CODES AND TO FOR ALL MULTIPLE LVL GIRDERS, LAG BOLT REPORT ANY AND ALL DISCREPANCIES INCLUDINGANY DIMENSIONALSHALL BE BUILDINGS(CONDOS 4 GO-0P5)AND UNITS REPORT ANY DISGREPENGIES TO OUTSIDE AIR PER CODE Z ANDERSEN HEEL HEIGHT5 (U.O.N.) ® OFFERED FOR SALE,IN THE IMMEDIATE TOGETHER W/ 1/2" BOLT5 @ 2'-0" O.G. 2" MIN 602 CARBON MONOXIDE ALL WASHER To BE CONI=LILTS, IMMEDIATLEY TO ARCHITECT FOR GORREGTIVE MEASURES ©= TEMPERED AND CANFLIGTS TO THE - ® (MODEL B- 2 AB— l 15 ) FLOOR PLAN24 O.G. DESIGNED BY VICINITY OF BEDROOMS ON TT E LOWEST DETECTOR PROVIDED WITH DRAIN PANS PRIOR TO CONSTRUGTION. DO NOT SGALE DRAWINGS. DIMEN51ON5 SHALL U) 200 5ERIE5 GLAZING FLOOR LEVEL CONTAINING BEDROOMS. ARCHITECT PRIOR TO STAIR FROM TOP $ BOTTOM, 4 MIN. 4 FROM EN05 �D SMOKE DETECTOR BE GALGULATED AND NEVER 5GALED UNLE55 OTHERWI5E NOTED. w TRU55 ENGINEER FABRICATION. COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WOOD ROOF TRUSS SPECIFICATIONS: F- + IN5TALL IGE d WATER 5HIEI 0 PER NOTE: 5/8 INCH THICK ROOF SHEATHING IS TO I6-2"GABLE WIDTH Z MANUFACTURER'S 5PEGIFIGATION5 TO 6x6 P.T.P05T WITH W MAINTAIN BE USED, WHEN ROOF TRUSSES ARE SPECIFIED E 51MP50N 8652-3/6 P05T o 0 1U-' U PRODUCT WARRANTY AS THE ROOF FRAMING MEMBERS. GAP ANCHOR d 51MP50M _ NOTE: ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING ABUbb P05T ALL�� Q V � 6 APPLY IGE 4 WATER 5HIELD IN FAIR.WEATHER WHEN THE AIR,ROOF DECK LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN — — — —' 2 AND MEMBRANE ARE AT TEMPERATUF:ES OF 40°F(S°G) OR HIGHER. PER SECTION 1605.3 OF THE BUILDING CODE. " 2 HR SEPERATIoN - 3) R P.- _ _ - O (v N IS-0 HIP WIDTH WALL PER UL#336 � o � � PRE-ENGINEERED ROOFcn TRUSSES PER TRUST RAMP 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE SEE DETAIL I/FW-2 11'-0" PL HT. ' I I'-O" PL HT. j r'I 5 STRESS DESIGN: I 11 w ? o 1"04 r D (EQUATION 16-8) - - - - - - - - - - - - - I,-o" , 12 12 11pN ya�Z �r f3J 2R�PT GIRDER- r �r q q U 5 '� SIMP50N 51RON6-TIE D + L (EQUATION 16-9) - - - - - - oH. I 1 I OH. Z IL I- J LJ JI A L � - m MT5 5TRAPPIN6(L turn VARY) ( ) O Q D + S EQUATION 16-10 w c M ' I 82-5 No "R" � U 2 WNTINUa6 WALL SHEATHIN6 TO D + .6W (EQUATION 16-12) ( �Q HATCHED AREA INDICATES �' ,Lo coo TOP OF TRU55 HEEL D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) i S rj I I LOCATION OF FIRE RATED ROOF �I I ° = M i I I d WALL SHEATHING,4b'FROM 1�, V M HEEL HEIGHT VARIES-SEE TRUSS DRAWINV5 FOR D = DEAD LOAD, L = LIVE LOAD, S = SNOW LOAD W = I y�'O Nr I cxv' ACTUAL HEEL HEI6HT5 LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL I I I Q o I I� n. BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30 OF ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND II'-0" PL HT. II'-0" PL HT. '� SPEED (101 MPH BASIC DESIGN WIND SPEED) IN + 12" HEEL HT. 1 I 11'-0" PL HT. I I'-0" — — _ _ _ - - - EXPOSURE CATEGORY B. I ' I + 12" HEEL HT. AL16N FA5GIA5 OH, 12 , " a VARIES ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE I gA5 FRAME % // //- r FOLLOWING DESIGN LOADS: I I ON. j// j//' o ' O \ TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND �� _ _ _ _ _ROOF TRUSS 61RDER _ ( _ _ _ ROOF TRL65 GIRDER _ LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD I N "R"UP m // &UTTER PSFLO BDS AS CLL 1 OPSF,IRED BY AND BCDL = 10 PSF.TCPROVIDES I 12 ' I LOCAT ION ON OF FIRE AREA (CATES RATED ROOF- ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE I , 12 I I WALL SHEATHING,4-o FROM U) " - 2 NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. I q q I I'-O" j j/ — — — — / O 8 FASCIA BD B2-4 ' OH. 10 8 OVERHANG WID / /� 12 U TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD I II q I r � cx &-'7 / / / LL DEFLECTION OF THE LESSER OF L/360 OR .75°. - _ _ - _ - - _ _ - I 4'-0"PL HT j�% - - 3 +8'HEFT HT. o // 12 Ln L>� TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO I I 81-4 // jj// j 1 �Gss -Q�, q O C� VENTED VINYL SOFFITARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR I o I F // / /// N Z C>� TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL OH. - // /// I I ❑ Qij C) INCLUDE THE FOLLOWING INFORMATION: II == fil == = - - - ==- = - fes? / //j I / Y GEIL. I BEARING C>� 1. DEPTH, SLOPE (IF ANY), SPAN, AND SPACING. ,// //// /%j j/j WILL.BELOW F+y 2. LOCATION OF ALL JOINTS. ll'-O'PL HT C>� 3. REQUIRED BEARING WIDTHS. -I f ///j// /j//// ( I OH. LEADER TO DRYI-ELL- TYP 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. 4.2. TOP CHORD DEAD LOAD. b" % jj 1 4.3. BOTTOM CHORD LIVE LOAD. OH. / 4.4. BOTTOM CHORD DEAD LOAD. I I // 4.5. CONCENTRATED LOADS AND THEIR POINTS OF I I / // // /// /// O �► APPLICATION. I I L, I IM I ;j/j j // /// / — — — — ( L J FLU5H ROOFS ~ 4.6. CONTROLLING WIND LOADS. //// i W 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR I L - ( j//. j/ // \ 0 E..a..( DETAIL DESIGN VALUES FOR CONDITIONS OF USE. L - L J INT.BEARIN6 6. EACH REACTION FORCE AND DIRECTION. FLUSH ROOFS 12 � BELOW 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, —I q / NOT TO SCALE THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION B II T /////j/ // ///�'B2 -4 B-5 _ I / OF EACH JOINT CONNECTOR EXCEPT WHERE - I /// // j/// //j SYMMETRICALLY I- LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 I I NOTE aRa I I� �I ////j// /// //// I TRU55 IDLE ( } NOTE, GA MIN THICKNESS GRADE A GALVANIZED STEEL I r- - i / ./ // I✓//. jj VENT I uj V INSTALL HALF OF o I I I \ FASTENER5 o EACH o PLATES. II'-0" PL HT. I IL - JI ' ( I I- / / // / I ( H END OF STRAP a� 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH + 12" HEEL HT. ( - MEMBER. 12 I I TRU55 RIDGE W/ NT o 9. CONNECTION REQUIREMENTS FOR TRUSS TO II q I to III �� I L - _ - _ _ - /z// / / - 12GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD � I —JI I I Li- - - - - - / / ., —I q Z ALIGN II n � l` SPLICES. FASCIAS I I II I /� �//j // / j// 4 II'-0" PL HT. j 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS — ° MEMBERS. U q I _ .� //� ////�( //j//// O ° ° II'-0" PL HT. III I _ j / 6N 5 , 12. REQUIRED PERMANENT TRUSS MEMBER BRACING + 12" HEEL HT. II I L -J - - III I -) j j!/j /j j// ° o u o TE f16 LOCATIONS. til- (- ( ( � I j/�/ ./ ////j j�j CARRY IGE dWATT=R SHIEL 0 -- - - X/ // FOR M N OF 3 O ALL y o * TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH I I / �` / /// /. DIREGTION5 R5EETI /o (3) 2X6 P05T OR ° ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND I L - Zr - - - j jjf�� j/ ./jj/j OF METAL JT&T ROOFING su P50N S -TIS MANUFACTURE OF METAL-PLATE-CONNECTED WOOD - - HMST�ir6 TRUSSES SHALL COMPLY WITH ANSI/TPI 1. THE TRUSS I �w I AL16N RID6E5 /�jj // / — ia-iod IELD DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY 5'-6" I I // / � "E'er FOR — (roTAL) A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF oH. I - - TRU55 RIDGE W/VENT // j// j/ / ON ENTIRE ROOF FOR — 4- n i/ / ///// ALLOW PITCH Y i NEW YORK. 12 : -- - I '' I I 11 �/ I/ //jam "� --111 C� n r- I- ti N co ROOF TRUSS DESIGNER TO ADJUST HEEL HEIGHTS, I 12 I I - _ - -I ° / %/ �/`- g — — �' ri 6 r co / I N �—I I a N N N M � 7 N Lq U5E IN COMBINATION ONLY DETAIL 2 OVERHANGS, AND ROOF PITCHES SO THAT FASCIAS AND z I Iq ,— D r N N M M M RIDGES ALIGN AS SHOWN ON ELEVATIONS AND SECTIONS. InJ}{ STUDS AND * TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH o 1 I ROOF TRUSS GIRDER I _ — — — — — — — — m — — —/1 ,��/ j ///j/ — ss 1 _ _ T/ / . I- o DO NOT ALIGN NOT TO SCALE THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUTII0" ryI - - - - _ - — - - - - �j�j// // / �B2 -4 WOOD MEMBERS CLAMPED IN RIGID FIXTURES DURING pH _ L - - - - - - - -,� - - - 5T IN6 SEAM ASSEMBLY TO INSURE TIGHT FITTING JOINTS. _ - { * TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER I r �� - - - - r ] 4 r - - - j/ ' 1.; ' - , 6x6 P.T.POST WITH 1 � I I I I I // , , / _ co I / / / I 51MP50N 5652 3/6 z m ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. I o I f I I U , r - - - -I , , , , /////j/if ///j//// — -1 L_ P05T GAP ANCHOR t g z THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND I I i c_vI ///// // �/ _R sl_ _ _ _ _ _ _ _ _ _ _ IRD€RI _ _ CO3 a g I i I I I L // // �/ — — 51MP50N ABU66 z N a METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR II I ( I // /// // — �� _ z z z o z z (' N a. � / / P05T BASE(TYP z -r- - _ - - _ � , // / / — 0 0 0 0 o o J HALL ENSURE THAT ADEQUATE BRACING HAS BEEN +, / S Q / / I i / uMNs a g _ I Go ALL L rn m m II ) II 0 P a L (III Ilii I �/ / / / I— DESIGNED AND INSTALLED TO PREVENT ROTATION AND + 12" HEE HT. I 1 I I '//////% //%/ /% t'ii w w N PROVIDE LATERAL STABILITY IN ACCORDANCE WITH U / I.-ON a w a 06 06 v ACCEPTED INDUSTRY PRACTICE SUCH AS THE SBCA ( I I� �I I // / / // / �`.::. I I N OH. I I // //� // / N -'R I o 51DEKALL A50\! BUILDING COMPONENT SAFETY INFORMATION BCS( GUIDE III L _ _— L — — _ LOWER ROOF - TO GOOD PRACTICE FOR HANDLING, INSTALLING & BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. II'-0" PL HT. I a s a s 12 N I I I / V r n / /f'1 N � J * PROVIDE APPROPRIATE CONNECTOR AT BEARING POINTS I I w No R No R // // / / / _ LIF I , ,/ , J I I OF All ROOF TRUSSES TO RESIST UPLIFT LOADS SHOWN V .... f: NOTE: INTER5EGTIN6 ROOFS I I 2 HR FIREWALL BELOW ROOF - III /r`� , ON TRUSS DRAWINGS. II _ _ _ _ _ _ I k NI I / / > WEAVE ROOF SHINGLES AT I I CARRY TO UNDERSIDE OF I I zo 8 oH. //////Y /�j //i * TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, t- I I pH( = H INTER5EG I N ) HIGHEST RODF SHEATHING - 1 / / �'. T O OVER IGE SHIELI I ( I 8 I // / // OTE "RN 4 o Z DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY I o ) o 1 I I TYP. I ) I I 1 I , /// y1, // / W MEMBRANE CARRY MEMBRANE MIN. 24 I WITHOUT THE APPROVAL OF A REGISTERED DESIGN I •. I I I 12 12 OH• 12 12 gH!//// //// //� 1 III'-o" PL HT. 0 OUT IN ALL OIREGTION5 OF I I 1 - - - - - - J - - 112 12 I I 12 // /// // / 1..,. p N PROFESSIONAL. I - - - - - - - - - - ''� � _ I I——I �2� // / // // z I-o INTER5EGTION I I I I I I I/ //// //// / i } * THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS I- ss I I I / / / / ;:.;: 12 OH. O m I� 12 o I I I I / // / ::::. AND METHODS OF ERECTING THE TRUSSES. THE I I / X / / : ':`>:': `:?:: : .. W w I I z I / /// //. / n n Z I W< CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY �' II I I I I // // // // W J 1 N I 1 N 1 N I II /I / 1LI Q 6 _ _ _ / / / BRACING HAS BEEN DESIGNED AND INSTALLED FOR THE i b II I 3 8 5-O 3 8 / i �.: p = a 1Ll� I Ul U.... III . „ � /// // ,: .:.,... ...: . .... .: . .:.. .. � o INSTILLATION OF THE TRUSSES. No R / `` ° ' _ `�' ROOF TRU55 o ~ i 0 w a 6 1 64' PL HT. off o" O N / I I ABOVE FLOOR 0 I I I I I I -�-fir -j I4 - — — 1 I I I 51MP50N HGP HIP s�RAFTER �' I I -1 I -/j j// j / /j 1 ❑ �i '47 // // // o= " 1-0 I i CORNER TIE i I I I I _ _ - - " _ _ _ _ _ _ _ _ - Yj � . / % //�//ji lz N No 'R OH. w v I SIDEWAIl ABOVE LOWER L -� ROOF TRrab ROOF ` I I I 61RDER5 UNDER /vim/ jj// q'-0" FRONT 6A 6E 13'-8" DORMER PL HT II ON PL HT. F 1 �U I DORMER WALLS // ABOVE 15T FLOOR 11-0" L m a (�- 10'-0" PL HT. o I I // ice- — / // WALL PL HT. OH. �- w + 12' HEEL HT. I 10'-0" PL HT. FIRST FLOOR FALSE DORMER TO BE II'-0" PL HT. Z ALIGN + 12" HEEL HT. I BUILT OVER LOWER ROOF s (7 � � 4 ° � v) ...... D ....................�. 12 12 I I FASCIAS -J - - E RC 2p�" II q q i ( 2'.N gA5 I 51-2" S'-4" 4'-10" a'-O" , 011 CNF �j�. . A GABLE END DETAIL / 10'-0" PL HT. A ez+ SEE DORMER PLAN AT x c, 1 L J I + 12" HER HT. ROOF WEAVE DETAIL �XTzloiz w �� 4 �- __ = OPTION#I 48"MIN 48" MIN DESIGN ®o U336 2020 NYSBG SECTION lO RESISTANCE WALL 4: Z 2 HOUR FIRE RATED RESISTANCE WALL ASSEMBLY MAY TERMINATE OPTION#2 SECURE ROOF SHEATHING TO G-RUNNER TRACK AT UNDERSIDE ROOF SHEATHING IF FIRE RETARDANT TREATED 2020 NY55G SECTION tc '' SHEATHING 15 INSTALLED FOR A DISTANCE OF 4'-0"ON BOTH 51DE5 706.6-EXCEPTION 4: 2'G RUNNER TRAGK2"-CAULK FOR W 1'�� E WALL. RATING - 2 HR. OF 2 HOUR FIRE RATED RESISTANCE WALL A_%EMBLY � 2 HOUR FIRE RATED RESISTANCE SMOKE TIGHT JOINT OVER OPTION#I FINISH RATING - 120 MIN. WALL ASSEMBLY MAY TERMINATE AT METAL EDGE FLASHING 48" 48" THE UNDER51DE OF Roof-NON-RATED OPTION#2 O rte' U STC RATING - 61 (SEE ITEM 7) SHEATHING PROVIDED THE ROOF IS SECURE R�W TVRACK THING TO TYPICAL ROOFING Z v a" PROTECTED WITH 5/8 TYPE X ^^ '' GYPSUM BOARD DIRECTLY BENEATH ROOF 1RU55 O W rn cLi THE UNDERSIDE OF ROOF SHEATHING U `�'� AND 15 SUPPORTED BY 2"LED6ER5 U N °' *--• r'"* ATTACHED TO THE 51DE5 OF ROOF RAKE BOARD-TVP _ _ .;� OPTION #2 DISTANCE OF 4-0 ON BOTH SIDES 7`x ---- ------� W ''n r 2 5 D GK FRAMING FOR A MINIMUM OF f- G U K FOR SMOKE TI " TYPICAL SIDING - - L_ T's� J I T OVER OF 2 HOUR FIRE RATED RESISTANCE ---------- L L Z v> ..............................., ,,� ca x. ........ .i'....... ...,.�.:`�....M-.........�-,''�` ' _._.........__._--"--•` 2 TUDS GONTIMJED TO IDE ROOF ® 24"O.G. WALL ASSEMBLY.ALLOW NO HIDDEN METAL FLASHING: x O Q r__... l --„«.,, «w;' ..., R SHEATHING OPENINGS IN ROOF WITHIN 4'-0" U _�____ _ OF 2 12 VERTICALLY d 12 HORIZONTALLY = 00 HOUR FIRE RATED RE515TAZE WALL ❑ U () �~'' ji... ti::i e . . �;: .__.... . .. � J........ .•.... �,,<:` Y �~-: :: ASSEMBLY EACH SIDE.MINIMUM # i- OPTION I OPT.2(TYPE cr'`o I I SPACE EA. SID CLASS B ROOF SHINGLE TO BE z 2"x2"x2 'LONG - ` INSTALLED OPTION#2 a �----_..-. a�:fi:: .. .....M...«. ww,.L.:._... -..-. ,S i _... .. .a:a_.+!f'�r...---'-'..n.,....,...._ -' J.... _.; _....-. _.. y.l... _ Nk I `t ` i ti r'• �. .063 U56 ALUMINUM INSTALL TREATED PLYWOOD SHT6 BREAKAWAY CLIPS } ,{ /� SP�Y;, t. �• FOR MIN 48"OUT, IF LOWER ROOF 15 S; GYP. BD. OR MINERAL LE55 THAN 30'BELOW HIGHER ROOF SECURE ROOF WOOL FIRE BLOGKI TYPICAL ROOFING 5HEATHIN6 TO TRU CONFIGURATION A 3 I/2" (R-I3) BATT ASW CLIPS OR .0(o3 U5eJ - �-� - D63 Us6 ALUMINUM z : i'( �:1�T�:�I'IR�: I+;It{�?�9 ��1R A Skl'A 'iC� 1r'�?�..I.. ;$ ?E:{ N3. ' ALUM ANC�I E CLIPS 'r-----------� ----------- BREAKAWAY CLIPS O . _................__.. ._.._.. I„ AIR SPADE x� �x x� L' i= DOUBLE H-STUD TRACK IN AIR SPACE ., IN AIR SPACE U j i f 2 ; S 1 _�, i'3 5GREWED BACK TO BACK " (2) PIECES 6.P.T K I FIRE6UARD TYPE 'X"SHAFTLINER, TER PROOF 1/2 GYP.BD (n DOUBLE H-STUD wwww, w ...ww'�.w ..w3 ..w.„ w,,_ ----.,...`. . . . �------- ....... BACK TO BACK OR MINERAL FIN15H ON BOTH I- FILL I" CAVITY AT FLOORS AND rr•. ,„:,,4:............................ ............-- - ---.... .rl7i ,,��:.:. . ._........ „,,,. , CEILING WI GYP BOARD BOARDS DESDAND EDGES F Z ,- WOOL FIRE BLOCKING �. fl .. w ,;;� �r. �r''� '• IN AIR SPACE t •.. , 'f ..•...•....................<..... -..........,.. . .•..'rte..... ��<'a _._..._�'_'; . .._;._.... ' O _ "�-"-" ""'' ' (2) PIECES G.P. TOUGHROGK I" 2" H-5TUD TRACK Ln :...._..c �.._ .::::... ::•::�:::::.::�:::::.::::::::::»::��.::. -:::�:':::;_..._....v:....:::::V-.-.. ."; " •,.;...:--y:::::..... •.......:�::.;:.._._.. ... FIREGUARD TYPE "X" SHAFTLINE H .,..3 .AY Win. .................._. �..i.................._ ;L. ".......•...... ,.Yr•- a,,_�•. �•...............,. •YJ�_.__-••.,. _ O V .� : WATER PROOF BOARDS W/ 2x4 P.T.SILL PLATE T *` Illy-. � FIBERGLA55 FIN15H ON BOTH 51DE5El Z V.J ........... . ..,. '; i�;;-- _ ;:;x_'::...........^! AND EDGES FIRST FLOOR .__.... NNNNNi 3A` AIR SPA(T, `,�� ;,` f r ' !I,�• `�+ 3/4" Td G 056 ^ f�'I 5UBFLOOR-GLUED d _ RIM J015T PER FLR J015T MANUF. SCREWED RUN OPTION#I CONTINUOUS BETWEEN '> 2020 NY5BG SECTION 706.6-EXCEPTION 4: J015T5 PER PLAN FILL I"CAVITY AT FLOORS AND GEILIN6 H/_/ ROOF TRUSS 2 HOUR FIRE RATED RE515TMOE WALL ASSEMBLY MAY CONFIGURATION B PLATE-5 AT EXTERIOR ` � ` � GYP.BOARD OR MINERAL WOOL FIRE TERMINATE AT UNDERSIDE ROOF SHEATHING IF FIRE RETARDANT WALL w";,:; a , (2) 2x4 P.T.SILL PLATE BLOCKING .063 U56 ALUMINUM TREATED 5HEATHINa 15 INSTALLED FOR A DISTANCE OF 4'-0"ON I �. €D�'i`O FROM BREAKAWAY GLI P5 i '( 5 I''�i:�k iifT 'IF !`sI€ li P5 BOTH 51DE5 OF 2 HOUR FIRE RATED RESISTANCE WALL ASSEMBLY O w :�;4" s4'• ;;. " (R-13)CLOSED DELL SPRAY FOAM IN5UL "� ANCHOR BOLTS (14" LONG+ # w AIR S€1,1k E «^^ ". �.",,, AIR SPACE ......•»,••.r• '+.•••� •------ AIR Spr'�CE 3 HOOK,8 MINE ) 20200NY56G 5EGTION lobb-EXCEPTION 4: ALONG INSIDE FACE OF FND.WALLS-FULL HT ., d' " '__ ''`_`' EMBEDMENT) OR I ' OR DRAPED BLANKET INSULATION .. 1 2 HR FIRE RESISTANCE - - : : i;_s " ,..Y._ ': ORS 3 X3 X T G Y MAY TERMINATE AT m "L�'}' a' � ADHESIVE ANGH W/ ° " �4° 2 HOUR FIRE RATED RE IS AN E WALL A55EMBL TERM NA `�,.t�s t.. ._I D r = WASHER PL ® 24 0/G. ` THE UNDERSIDE OF ROOF NON RATED SHEATHING PROVIDED THE ROOF I ;;�,,'l;,.) 1 •' { i, �;; •, :ti s.'�,i.i/ :, ! (U#4 HORIZ.REBAR ,i„• d . a y7` 15 PROTECTED WITH 5/6'TYPE 'X'GYPSUM BOARD DIRECTLY BENEATH ❑ THE UNDERSIDE OF ROOF 5FEATHINC AND I5 SUPPORTED BY 2 I I WALL ASSEMBLY DETAIL W O (1)#4 HORIZ.Ri BAR® MID y u =� BA5EMENT RATED 4 LEDGERS ATTACHED TO THE 51DE5 OF F: t �.• fi 1 %/ , • ! . HEIGHT OF WALL STORY :�:• '' " ROOF FRAMING FOR A MINIMUM ti,' -•r`:=` OF DISTANCE OF 4'-0"ON BOTH 51DE5 OF 2 HOUR FIRE RATED i�J� 1 4"i w, ,M �-'"' ` d FW2 'k -•?'": N.T.S. SEE GLUSTER FOUNDATION PLANS FOR LOGATIONS RESISTANCE WALL ASSEMBLY.ALLOW NO OPENINGS IN ROOF WITHIN " 4'-0"OF 2 HOUR FIRE RATED RESISTANCE WALL ASSEMBLY EACH �. 12 FOUNDATION WALL ON 24 xl2 TYPICAL BASEMENT SLAB • ` .',' i ;axe ,•; P.G.FOOTING y.. },. ,� f•. i ,y4 I ,., 4"PL.RM(MIN 2500 PSI SIDE.MINIMUM GLA55 B ROOF SHINGLE TO BE INSTALLED. _*`' ; ,i '',, !Z L•::_•:.......«_. 3 .if.../ I , `a l't, S `.•-. - i rrr __ ```a,`;'' ; • `.r"`; ,_..r :a:. `r';•i[.'�•. ..._...w_�` �; ° .006 MIL POLE STG R�4TING ' ' Q VAPOR BARRIER # �; ,f/ ti. .. . .. �+ 1 �' ' ' :9.. s €' '�1 ' ` 4 ': ,:.: OPTION 11. M %' r; i 1 : ' - -I '-,•` t t 1 ','?I : ' ° `> 2020 NY55G SECTION 706.6-EXCEPTION 4: . ..r'x!. i .. ��.,,•„�``` ,.Y' `,` ( •f j l f'i r.{ f-� ';�,:r.; d. TAMP d FILL TO 95%DEN5ITY U%BROCHURE 5A100 (FIRE RE515TANT U) r'; �' ' ' „ .• �'�: -•..;,{: ; , ;y i c, ?; ,.. _{i; ° _ ° e ASSEMBLIES) 2 HOUR FIRE RATED RESISTANCE WALL A55EMBLY MAY TERMINATE AT OPTION#2 U 1. `4 ' !! {' `>` +te a ° q ° ° °. ° SPAGE 22 YSTEMS) SEPARATION WALL 15 FI UNDER51 ED FOR DE ROOF A015 AWALL OF 4' LYATHING IF FIRE �BOTH SIpEANT SOF 2 ED SHEATHING � 2020 NYSBG SEGTI W ,•. ...-".". �• b t.-- d a � 2 HOUR FIRE RATED RESISTANCE WALL ASSEMBLY MAY TERMINATE AT THE S ,,�:XL0N.R� 44, .' 4 TEST#UL DES U347 UNDERSIDE OF ROOF NON-RATED UO HORIZONTAL #4 ACOUSTICAL PERFORMANCE = 5TG 60 48" 48" PROTECTEDWITH 5�TYPE�X"ROOF 15 D d ° ° d TEST#RAL-TL-88-350 BOARD DIRECTLY BENEATH THE BA5ED ON 2x4 FRAME WITH MIN. 3" UNDERSIDE OF ROOF SHEATHING AND 15 SEPARATION WALL: (Max Ilei ht - 66 ft) MINERAL WOOL BATT AT EACH 51DE SUPPORTED BY 2"LEDGERS ATTACHED To g THE SIDES OF ROOF FRAMING FOR A 2 HR FIRE RESISTANCE SECTION 1206.3 OF 2020 NY5BG-WALL5, MINIMUM OF DISTANCE OF 4'-0"ON BOTH PARTITION5 AND FLOOR/GEILING 2 H STUD TRACK AN SIDES OF 2 HOUR FIRE RATED RE515TANCE 1. Floor, Intermediate or Top Wall -- 2 in. wide channel Shaped with I in. long legs formed from No. 25 M56 gale Steel, Secured with Suitable RATED WALL ASSEMBLY DETAIL A55EMBLIE5 SEPARATING DWELLING CAULK FOR SMOKE TI OPTION #2 WALL ASSEMBLY.ALLOW NO OPENIN66 IN fasteners spaced 24 in. OG. I UNITS FROM EACH OTHER OR FROM J I T OVER ROOF WITHIN 4'-0"OF 2 HOUR FIRE RATED 2. Metal 5tud5 -- 5teel members formed from No. 25 M56 gale Steel having "H" -shaped flanged spaced 24 in. OG; overall depth 2 in. and FW2 PUBLIC OR SERVICE AREAS SHALL HAVE 2 TUDS CONTINUED TO IDE ROOF 55E5® 24"O.G. RE515TANC-E WALL A55EMBLY EACH SIDE. r n r flange width I-3/8 in. N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOCATIONS A 5TG OF 50 OR MORE. F SHEATHING MINIMUM GLA55 B ROOF SHINGLE TO BE N 00 3. sum Boards -- Two la erS of I in. thick Sum board liner panels, Supplied in nom 24 in. widths. Vertical ed e5 of anels friction fitted USG AREA SEPARATION WALL SYSTEM UL# U336' „ INSTALLED• o r N N M 6yP y gypsum p pP 9 P PROVIDED 5TG=60 I Al SPACE EA. 51D into "H" -shaped Studs. TEST#RAL-TL-88-350; STC = 60 G6G INC -- Type 5LX. T1'PIGAL FRAME WALLS (2) PIECES 6.P.TOUGHROGK I" UNITED 5TATE5 6YP5UM GO -- Type 5LX FIREGUARD TYPE "x" 5HAFTLINER, GYP. BD. OR MINERAL U56 MEXIGO 5 A DE G V � Type 5LX. UNRATED WATER PROOF BOARDS W/ WOOL FIRE BLOGKI z WINDOW co FIBE%LA55 FIN15H ON BOTH 51DE5 PROTECTED WALL: (Bearin or Nonbearin Wall) AND EDGESJ. a iL g g g ASW CLIPS OR .O(o3 UZ 1) co 2 HOUR FIRE RATED RESISTANCE -� S ALUM ANGLE CLIPS Q 2 2 ° o o z ~ w AIR PAGE � � � a Qco 4. Wood 5tud5 -- Nom 2 bll 4 in. max spacing 24 in. OG. Studs Gross braced at mid-height where necessary for clip attachment. Min 3/4 in. _. _ WALL ASSEMBLY SHOWN HATCHED DOUBLE H-STUD TRACK w Separation between wood framing and fire separation wall. SCREWED BACK TO BACK 4A. 5teel Studs -- (As an alternate to Item 4, not shown) -- For Bearing Wall Rating - Gorrosion protected steel studs, min No. 20 M56 2020W55C1065fMZONTALCONT1N1�tt� DOUBLE H-5TUD TRACK 5GREVED FILL IN CAVITY AT FLOORS AND o (0.03261 in., min bare metal thickne.55) Steel or min 3- 1/2 in. wide, min No. 20 656 (0.036 in. thick) galy steel or No. 20 M56 (0.033 in. thick) EXTIIFIW URKAaLLBE 19ZIOR10U5PROM BACK TO BACK N CEILING W/GYP.BOARD OR MINERAL exre�icR wAu.ro FxT�ioR WALL WDOL FIRE BLOCKING primed steel, cold formed, shall be designed in accordance with the current edition of the Specification for the Design of Gold-Formed Steel �, IN AIR SPACE Structural Members by the American Iron and Steel Institute. All design details enhancing the structural integrity of the wall assembly, including - UNRATED 2" H-5TUD TRACK 5TG RATING the axial design load of the stud5, shall be a5 Specified by the Steel stud designer and/or producer, and Shall meet the requirements of all 2020 NY56G 5EGTION 706.5 WINDOW (2) PIECES G.P. TOUGHROGK IN EXCEPTION #2 FIREGUARD TYPE "X" 5HAFTLINER, 2x4 P.T. SILL PLATE USG BROCHURE SAI00 (FIRE RESISTANT a applicable local code agencies. The max Stud spacing of wall assemblies shall not exceed 24 in. OG. 5tud5 attached to floor and ceiling _ WATER PROOF BOARD5 W/ ASSEMBLIES) Z UNSPRINKLERED BUILDINGS: GARAGE PAGE 22 (AREA SEPARATION WALL W tracks with 1/2 in. long Type 5-12 steel screws on both sides of studs or by welded or bolted connections designed in accordance with the FIRE RETARDANT TREATED FIBERGLA55 FIN15H ON BOTH 51DE5 AI51 specifications. Top and bottom tracks Shall consist of steel members, min No. 20 M56 (0.03261 in., min bare metal thickness) Steel or min SHEATHING To EXTEND 4'-0" ON 2020 NY5BG SECTION 106.5 AND EDGES UNEXGAVATED TYPICAL SYSTEMS) a LN 0 EXCEPTION #3 TEST CIL DES U341 O w m No. 20 656 (0.036 in. thick) gale steel or No. 20 M56 (0.033 In. thick) primed steel, that provide a sound structural Connection between BOTH SIDES OF 2 HOUR FIRE GARAGE SLAB RATED RESISTANCE WALL BUILDINGS EQUIPPED W/NFPA 13 OR1W "4'FL.5LA6(MIN.3500 P51 GONG) W w steel studs, and to adjacent a55emblie5 such as a floor, ceiling, and/or other walls. Attached to floor and ceiling o55emblie5 with steel NFPA 13R SPRINKLER: ° REINFOR MHTHbxb,10/IOW.W.M. ACOUSTICAL PERFORMANCE = 5TG bo > Q � ui A55EMBLY AND OFFSET WALL I ° a I I ; «TAMP E FILL TO 95SK DENSITY TEST#RAL-TL-88-350 W w F fasteners Spaced not greater than 24 in. O.G. 5tud5 cro5s-braced with stud framing at midheight where necessary for Clip attachment. Min 4-0MIN. 4-0MIN. FIRE RETARDANT TREATED SHEATHING (I)#4 HORIZ.REBAR «SLOPE FILL TOrOE SLAB DOWN 2" BASED ON 2x4 FRAME WITH MIN.3" W U o 3/4 in. separation between steel framing and area separation wall. Finish rating has not been evaluated for 5teel 5tud5. AT 2 HOUR FIRE RATED RESISTANCE TOWARDS 6ARAGE DOOR MINERAL WOOL BATT AT EACH 51DE Z HAL45 5teel 5tud5 -- As an alternate to Items 4 and 4A, for use in Configuration B only, not shown) -- For Nonbearing Wall Rating - Channel 2 HR FIRE RESISTANCE HEI OHT ASSEMBLY 2 HOU END 8" WIDE xFULL - U) 4 HEIGI-fT OF 2 HOUR FIRE RATED d SECTION 1206.3 OF 2020 NYSBG- WALLS, c� Shaped, fabricated from min 25 M56 corrosion-protected steel, min 3-I/2 in. wide, min 1-1/4 in. flanges and 1/4 in. return, spaced a max of 24 RE515TANGE WALL A55EMBLY 4� PARTITIONS AND FLOOR/GEILING LU in. OG. 5tud5 to be cut 5/9) to 3/4 in. less than assembly height. Top and bottom tracks shall be, channel shaped, fabricated from min 25 M56 ° A55EMBLIE5 SEPARATING DWELLING UNITS corrosion-protected Steel, min width to accommodate stud size, with min I in. long legs, attached to floor and ceiling with fasteners 24 in. OG RATED WALL ASSEMBLY DETAIL 2 ° FROM EACH OTHER OR FROM PUBLIC OR ❑ SERVICE AREAS SHALL HAVE A 5TG OF 50 W max. 5tud5 Gross-braced with stud framing at midhelght where necessary for Clip attachment. Min 3/4 in. separation between Steel framing and N.T.S. OFF-SET EXTERIOR WALLS FI'� a. OR MORE. w area separation wall. Finish rating has not been evaluated for Steel 5tud5. (I)#4 HORIZ.REBAR® MID ° ° _ 5. Gypsum Board -- Gla5slhed or Unclassified -- Min 1/2 in. thick, 4 ft wide, applied either horizontally or vertically. Gypsum board attached to 2 HOUR FIRE RATED HEIGHT OF WALL STORY 4 PROVIDED STG-60 } TYPIGAL FRAME: WALL a (P ANCHOR BOLTS(14 a m studs with 1-1/4 in. long steel drywall nails spaced 5 in. OG. Vertical Joints located over studs. (Optional) Joints covered with paper tape and RE515TANGE WALL ASSEMBLY LONG + 3" HOOK,e" MIN Z SHOWN HATCHED Joint compound. Nail heads covered with Joint compound. ° EMBEDMENT) OR ADHESIVE Z 6. Attachment Gli 5 -- Aluminum angle, 0.063 in. thick, 2 in. wide with 2 in, and 2-1/4 in. logs. Clips secured with Type, 5 screws 3/8 in. Ion to ANCHORS W/3"X3'x4" NOTE' UL #336 EXCEEDS GURRENT FIRE CODE 0 o o P 9 9 P yp g UNIT UNIT 12 FOUNDATION WALL ON 24 xl2 5TANDARD5 AND REDUCES SOUND TRANSFER .................... WASHER PL ® 24" 0/G. "H" studs and with Type W 15crew5 1-1/4 in. long to wood framing through holes provided in clip. UNRATED WINDOWS P.G. FOOTING BETWEEN UNITS D ARC 6A. Glip placement (Item 6) for Separation waI15 up to 23 ft high. Space clips a max of 10 ft OG vertically between wood framing and "H" AND DOORS v ; ��� RT GNFy�TF studs. 66. Clip placement (Item 6) for Separation walls up to 44 ft high. Space clips a5 described in Item 6A for upper 24 ft. Remaining wall area - g .. below requires clips Spaced a max 5 ft OG vertical) between wood framing and "H" studs. W q P P y 9 _ 6G. Glip placement (Item 6) for Separation walls up t0 66 ft high: Space clips as described In Item 6A for upper 24 ft. Space clips 05 HORIZONTAL#4 described in item 65 for next 20 ft. below the upper 24 ft. Remaining wall area below requires clips spaced a max of 40 in. OG vertically ` �, o O between wood framing and "H" studs. a" UNRATED 51DING (TVP) a d 4 ❑ T�OF NES . 1. Non-Bearin Wall Partition Intersection -- (Optional) Two nominal 2 4 in. stud or nominal 2 6 in. stud nailed together with two 3in. Ion UNITS 2 9 g p by by g g 4-0 MIN. 4-0 MIN. a ° IOd nails spaced a max. IE, in. OG. vertically and fastened to one Side of the minimum 2 by 4 in. stud with 3 in. long IOd nails Spaced a max 16 2020 NY5BG SECTION 106.5 EXCEPTION #3 JOB NUMBER in. OG. vertically. Intersection between partition wood studs to be. flush with the 2 b 4 in. Studs. The wall partition wood Studs are to be BUILDINGS EQUIPPED W/NFPA 13 OR NFPA 13 SPRINKLER: 2020 NY5BG 5EGTION"106.5 EXCEPTION #2 2 HR FIRE RESISTANCE y p y p FIRE RETARDANT TREATED SHEATHING AT 2 HOUR FIRE RATED UNSPRINKLERED BUILDINGS: (MODEL B- 2 2 framed with a second 2 b�� 4 in. wood stud fastened with 3in. long IOd nails spaced a max. 16 in. OG. vertically. Maximum one non-bearing wall RESISTANCE WALL A55EMBLY END 8" WIDE x FULL HEIGHT OF FIREWALL FIRE RETARDANT TREATED SHEATHING To EXTEND 4'-O" partition intersection per !stud cavity. Non-bearing wall partition Stud depth shall be at a minimum equal to the depth of the wall. ON BOTH 51DE5 OF 2 HOUR FIRE RATED RE515TANGE RATED WALL ASSEMBLY DETAIL 5 HR FIRE RESISTANCE ALT- 2 ) 30FW� 2 SHEET NUMBER WALL ASSEMBLY Bearing the UL GIa551ficai:ion Mark RATED WALL ASSEMBLY DETAIL 3 N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOCATIONS Fw2 Z Last Updated on 2010-10-21 USG AREA SEPARATION WALL SYSTEM UL#U336; (MODEL B- 1 15 ) " N.T.S. AT FLUSH CONDITION TEST#RAL-TL-88-350; STC = 60 W COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED