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Home My WebLink About46069-Z .�arz.. ®�051IFFO�r,�coG Town of Southold 1/31/2022 to P.O.Box 1179 53095 Main Rd A�1 �o Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42713 Date: 1/31/2022 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 92 Millstone Ln Unit 46, Cutchogue SCTM#: 473889 Sec/Block/Lot: 102.1-2-20 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/19/2020 pursuant to which Building Permit No. 46069 dated 4/13/2021 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single family dwelling with unfinished basement, covered porch, screened porch and attached two car garage as applied for. (Unit 446) The certificate is issued to Rimor Development LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0100 11/24/2021 ELECTRICAL CERTIFICATE NO. 46069 1/13/2022 PLUMBERS CERTIFICATION DATED 12/20/2021 AP)SFNIk P bing Contr ctors Inc. Aut or0 Signature o�SofFnip�o. TOWN OF SOUTHOLD BUILDING DEPARTMENT y x 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#: 46069 Date: 4/13/2021 Permission is hereby granted to: Rimor Development LLC 1721-D North Ocean Ave Medford, NY 11763 To: construct dwelling unit as applied for per SCHD & Planning approvals. (Unit#46, C model) At premises located at: 92 Millstone Ln Unit 46, Cutchogue SCTM #473889 Sec/Block/Lot# 102.1-2-20 Pursuant to application dated 10/19/2020 and approved by the Building Inspector. To expire on 10/13/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,868.80 CO-NEW DWELLING $50.00 Total: $1,918.80 B ding Inspector pF SOUryol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Q sean.deviin(cD-town.southold.ny.us Southold,NY 11971-0959 mac` ��yCouo,��' BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Rimor Development LLC Address: 92 Millstone Ln Unit 46 city:Cutchogue st: NY zip: 11935 Building Permit#: 46069 Section: 102.1 Block: 2 Lot: 20 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: MTM Electric License No: 3700ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 59 Ceiling Fixtures 30 Bath Exhaust Fan 3 Service 3 ph Hot Water Gas GFCI Recpt 6 Wall Fixtures 5 Smoke Detectors 2 Main Panel 150A A/C Condenser 1 Single Recpt Recessed Fixtures 53 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Ceiling Fan Combo Smoke/CO 4 Transformer UC Lights 6' Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect 1 Switches 61 4'LED Exit Fixtures Pump Other Equipment: Fridge, DW, Gas Oven , W/D, Central Vac, 150A Panel 30 Circuit/27Used Notes: New Two Story Inspector Signature: Date: January 13, 2022 S. Devlin-Cert Electrical Compliance Form Town lull Annex Telephone(631)765-1302 54375 Main Road ` ~' Fax(6 33?)765-9502 P.O.Box 1179 Southold,NT' 11971-0959 := r" BUILDING DEFAl2TIME T E•3�t r TF:4 CA QP? iW:Idi 'L:ai1i L v�i1Cr: inn�i �7. d"11�i► ,L L L� (`'lease 13%Ii:1f) Ir;ease print) _ c 21"i:i1= ?at$1'G S01de111S0d 111 the wa r2-i: S1ipp1SSLe171 co i i_ns less t"bail 2/I0 0'1% S g1 atulc) Sworn to beiOTf:.me this C->Olt-N ANNA FIORITA - ------—---- ------ Notary Public,State of New York Reg.No.01 FI6368. 6! Qualified in Suffolk County Commission Exxpires/?. corm 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: 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 I%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: . 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 Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. 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. to New Construction: Old or Pre-existing`Building: (check one) Location of Property: �D 2. �•.� l 15�nc LcLn House No. Street Hamlet 6,►�Yl O Owner or Owners of Property: Suffolk County Tax Map No 1000,Section AA . a I Block ®` Lot ozo S ibdiivi�sio W �'�� ^� (� �� t.-C_. Filed Map. / Lot: CPermit No� `T 0 b bate of Permit, --Applicant:—y/61,oy Health Dept. Approval: "� l9 Underwriters Approval: Planning Board Approval: @ l� Request for: `TemporarecyACeilifie — Final Certificate: ; check one) Fee Submitted:S Apph nt Si 0 afar GRCH ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH SUITE, 202 ISLANDIA. NY 11749 W W W.GRCHARCHITECTURE.COM (631)$64-339$ 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. 461 Permit No. 46069 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 uppleme yGlen submitted, ED ARC �. ogER c&, y�,F ny, AIA, LEED AP U) "9 02381 Q T�OF NE�y CRCH ARCHITECTURE PC 37,50 EXPRESS DRIVE SOUTH . N '�, ..� SUITE 202 _ ISLANDIA NY 11749 WWW.GRCHARCHITECTURE.COM r r _ .�. 637)864 3395 November 14, 2015 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 8. . espectfuily submi ed, DgERT Cit. Glen Cherve y/ IA, LEED AP Principal f � N � 02 A13 Q� T�OF IUE�y M[ECHANICA6 CORPORATION HEATING AND AIR CONDITIONING March 11, 2019 Michael J. Verity Town of Southhold Building Department Town Hall Annex Building 54375 Route 25 Southhold, NY 11971 Tel: (631) 765-1802 Fax: (631) 765-9502 Subject: Harvest Point Residential Units Dear Mr. Verity Please be advised that the basements of all the residential units at the above referenced project have been included in our Manual J load calculations. Best regards, Louis DeSantis President s 20 Feldland Street, Bohemia, NY 11716 ^ (631) 563-1298 Fax: (631) 563-2954 GRCH ARCHITECTURE PC 3750 EXPRESS 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#46— Permit#46069 Dear Mr. Verity, The rear covered porch as depicted on the submitted architectural plans will be "screened in" as per the Planning Board's approval dated January 18, 2019. Re ectfully s bmitted, FtED ARC,y (j &SRT Cyd Wil/✓ �`��' RGF �A AVIA j en C e eny,AIA, LEED AP �C Princip (P02381 9TF�F NE�yO Hoene Energy Rating Certificate Property HERS C Model Fescue- Unit 46 Rating Type: Confirmed Certified Energy Rater: Michael Fauci Harvest Pointe Rating Date: 2022-01-06 Rating.Number: MC123 92 Millstone Ln Registry ID: 460898688 Cutchogue , NY 11935 Estimated Annual Energy Cost Cost Percent HERS Index: 54 Efficient Home Comparison: 46% Better Use MMBtu Heating 68.4 CosCos$15Percent General information Cooling 0.6 $33 2% Conditioned Area 3692 sq. ft. House Type Townhouse, end unit Hot Water 10.7 $12 1% Conditioned Volume 39534 cubic ft. Foundation Conditioned basement Lights/Appliances 23.4 $1137 78% Bedrooms 2 Photovoltaics -0.0 $-0 -0% Service Charges $120 8% Mechanical Systems Features Total 103.0 $1453 100% Water Heating: Conventional, Natural gas, 0.69 EF, 75.0 Gal. Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. Crlterla Cooling: Air conditioner, Electric, 16.0 SEER. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 86.00 CFM25 2015 IECC UA Compliance Ventilation System Exhaust Only: 130 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 - . Vaulted Ceiling NA Window e U-Value: 0.320, S GC: 0.300 Above Grade Walls R-21.0 Infiltr. ion Rate 1729 CFM50�� AC 0) Foundation Walls R-13.0 Method Blower doo Michael Fauci 1,729 CFM x 60 Min/hr = 103,740 / 39,534 ^3 = 2.62 ACH 5 a Energy Testing Services Lights and Appliance Features 1648 Locust Ave, Unit E Interior Fluor Lighting (%) 0.0 Range9AOyen-FtTel Natural gas Bohemia, NY, 11716 Interior LED Lighting (%) 100.0 Clothes Dryer Fuel Natural gas 631-244-2627 Ext. 105 Refrigerator(kWh/yr) 568 Clothes Dryer CEF 3.94 Dishwasher(kWh/yr) 270 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: G/%��✓/� �F _ 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: 92 Millstone Lane City: Cutchogue Builder Name: Harvest Pointe Builder Tracking# Combustion Appliance Zone (CAZ) # of Location of this CAZ: Basement (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 2022-01-06 Outdoors Temp During Test: 34 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 Q No❑ Tvpe: Furnace Q Boiler❑Heat PumpE[Other❑ i �u a, ',Venting Tvpe Drat SS i_ p llage� S i_p llage - CO CO E tcienc "Fuel Tvtie Circle Type) Pascal (Worst Case) atural (Worst Case (Natural)' Rating:92 0 N[D PO 0❑E❑ NQ\0M❑S_✓ N/A Pa. Pass❑✓ Fail❑_ PassRIFai10 N/A PPM NIA PPM Water Heater' Primary: Yes ✓❑ Type: StandardTank✓Indirect Tankless ❑ Size: 75.0 Style Common Vent El °No (Gallons)OStand Alone Q✓ Efficienc Fuel T s vpez Venting Type s DraftSin llaze Spillage(Natural) CO CO '. . (Circle Type), (Pascal), (Worse Case) (Worse.Case) (Natural) EF: 0.69 N_❑✓ PE]OaE_E] N❑ME:ISQ✓ N/A Pa. Pass❑✓ Fail❑ I PassOFaill] N/A PPM N/A PPM Oven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes❑ No 0 Oven COs PPM Ambient CO(During Oven CO Testing) o PPM t Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 2 Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE: If the Venting Type selected is M,no Draft 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. d Water Heater Style. Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) s Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE: If Water Heater Type is"Commercial'and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial'and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Michael Fauci Rater Number: 8619824 Rater Signature: —__• Date: 2022-01-07 OE 5o0Tyo V vi1 Y h� l0 # # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION ] OUNDATION 1ST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL ] FIREPLACE & CHIMNEY` [ ] FIRE SAFETY INSPECTION [ ] FIRE-RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ '] 'ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: o C• i/1�1 �-. Av DATE << INSPECTOR SOUjH �� 4r- TOWN OF SOUTHOLD-BUILDING DEPT. �o • io COUNI 1 765-11-802 ANSPECP ON . .. YF] UNDATION 1ST [ ROUGH PLBG. UNDATION 2ND [ ] INSULATION/CAULKINGAMING /STRAPPING [ ] 'FINAL [ j FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REM -6--v RKS: Q DATE 'L� '�0'YI INSPECTOR * # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION - , [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION . [ ] FIRE RESISTANT CONSTRUCTION . [ ] FIRE RESISTANT PENETRATION Niel ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE INSPECTOR .� oe sours � o # # TOWN OF SOUTHOLD BUILDING DEPT.- 765-1802 EPT.765-1802 INSPECTION [ ]' FOUNDATION 1ST [ OUGH PLBG. [ ] FOUNDATION 2ND ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] :ELECTRICAL,(ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O ,- c REMARKS: r)�-v DATE b INSPECTOR -- "Il TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [. ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL o [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE I I W INSPECTOR # # -TOWN OF SOUTHOLD BUILDING D PT. °�ycournv,N�' 765-1802 NSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND " = [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE &-CHIMNEY [' ] FIRE-SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE-RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O REMARKS: - c DATE INSPECTOR �c ` Manual S Compliance Report Job: wrgghtsoftw Date: Jan 07,2019 Entire House By: Energy Testing Services... Energy Testing Services 1648-A Locust Ave,Bohemia,NY 11716 Phone:631-244-2627 Email:r.b.delfino@energyteslingservices.com Project • • For: Unit 46-92 Millstone Ln, Cutchogue, NY 11935 Cooling Equipment Design Conditions Outdoor design DB: 83.0°F Sensible gain: 17645 Btuh Entering coil DB: 75.7°F Outdoor design WB: 71.0°F Latent gain: 3131 Btuh Entering coil WB: 63.3°F Indoor design DB: 75.0°F Total gain: 20776 Btuh Indoor RH: 50% Estimated airflow: 800 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Generic Model: SEER 16 Actual airflow: 800 cfm Sensible capacity: 16800 Btuh 95% of load Latent capacity: 7200 Btuh 230% of load Total capacity: 24000 Btuh 116% of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 10.0°F Heat loss: 37557 Btuh Entering coil DB: 62.2°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: 685 cfm Output capacity: 37557 Btuh 100% of load Temp. rise: 50 °F Meets all requirements ofACCA Manual S. -*-wrilghtsoft" 2019-Jan-07 16:49:57 Right-Suite®Universal 2018 18.0.32 RSU20066 Page 1 ACCK...Rimor Model C MAN JSD1Rimor Model C MAN JSD.rup Calc=MJ8 Front Door faces: W adResidential Plans Examiner Review FoForm A m for HVAC System • • C (Loads, Equipment, 15 Mar 09 nr c�mt,g cartxns prmara Header Information Contractor: Energy Testing Services REQUIRED ATTACHMENTS ATTACHED Manual J1 Form(and supporting worksheets): Yes ❑ No ❑ Mechanical license: or MJ1AE Form*(and supporting worksheets): Yes 7 No ❑ OEM performance data(heating,cooling,blower): Yes 7 No ❑ Building plan#: Manual D Friction Rate Worksheet: Yes 7 No (- Duct distribution sketch: Yes 7 No Home address(Street or Lot#,Block,Subdivision): Unit 46-92 Millstone Ln, Entire House HVAC LOAD CALCULATION (IRC M1401.3), Desiqn Conditions Buildinq 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: 37557 Btuh Number of bedrooms: 3 Conditioned floor area: 3776 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: 16.0 ft Sensible heat gain: 20051 Btuh Internal shade: none Blinds,drapes,etc. Eave Latent heat gain: 3558 Btuh Depth Window Total heat gain: 23609 Btuh Number of skylights: 0 HVAC • • `1 Heating Equipment Data Cooling Equipment Data Blower Data Equipment type: Gas furnace Equipmenttype: SplitAC Heating cfm: 685 Fumace,Heat pump,Boiler,etc. Air Conditioner,Heat pump,etc. Cooling cfm: 800 Model: Generic Model: Generic Static pressure: 0 in H2O AFUE 92 SEER 16+ Fan's rated external static pressure for design airflow Heating output capacity: 37557 Btuh Total cooling capacity: 0 Btuh Heat pumps-capacity at winterdesign outdoor conditions Sensible cooling capacity: 0 Btuh Aux heating output capacity: 0 Btuh Latent cooling capacity: 0 Btuh HVAC DUCT DISTRIBUTION SYSTEM ■ .1 Design airflow: 800 cfm Longest supply duct: 264 ft Duct Materials Used Equipment design ESP: 0 in H2O Longest return duct: 169 ft Trunk duct: Round flex metal,Sheet metal Total device pressure losses: 0 in H2O Total effective length(TEL): 433 ft Available static pressure(ASP): 0 in H2O Friction rate: 0 in/100ft Branch duct: Round flex metal,Sheet metal Friction Rate=ASP+(TELx 100) declare the load calculation,equipment,equipment - . and duct desig n wererigorously performed based o - building plan listed .ee - understand the claims made on -forms will be subject to-review e verification. Contractor's printed name: Contractor's signature: Date: Reserved for County, e .. orAuthority having jurisdiction "Home qualifies for MJ1AE Form based on Abridged Edition Checklist - -—1-1-1 so¢t® Ri ht-Suite®Universal 2018 18.0.32 RSU20066 ,»ri e..,,.,....�.c..,�w�. 9 Load Short Form Job: - - wrightsofto Date: Jan 07,2019 Entire House By: Energy Testing Services... Energy Testing Services 1648-A Locust Ave,Bohemia,NY 11716 Phone:631-244-2627 Email:r.b.delfino@energytestingservices.com Project • • For: Unit 46-92 Millstone Ln, Cutchogue, NY 11935 Design Information Htg Clg Infiltration Outside db(°F) 10 83 Method Blower door Inside db(°F) 68 75 Shielding/stories 3(partial) /2 Design TD (°F) 58 8 Pressure/AVF 50 Pa/ 1179 cfm Daily range - M Inside humidity (%) 50 50 Moisture difference(gr/Ib) 44 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16 AHRI ref Coil AHRI ref Efficiency 92AFUE Efficiency 14.7 EER, 16 SEER Heating input 40823 Btuh Sensible cooling 16800 Btuh Heating output 37557 Btuh Latent cooling 7200 Btuh Temperature rise 50 'F Total cooling 24000 Btuh Actual air flow 685 cfm Actual air flow 800 cfm Air flow factor 0.021 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.85 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) Bsmnt 1673 7745 790 159 37 Bed 2 196 3382 1582 70 74 Bath 2 60 1132 272 23 13 Stair 1 48 1434 181 30 9 Foyer 131 1597 441 33 21 M bath 110 409 6 8 0 CL 17 0 0 0 0 M BED 351 2041 2157 42 101 Breakfast 83 2009 1799 41 84 Dining 209 3556 1085 73 51 Laundry 23 26 460 1 22 Pant 19 0 0 0 0 Mud 48 371 79 8 4 Kitchen 157 247 1631 5 77 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft- 2019-Jan-07 16:49:57 Right-Suite®Universal 2018 18.0.32 RSU20066 Pagel ACCK...Rimor Model C MAN JSD\Rimor Model C MAN JSD.rup Calc=MJ8 Front Door faces: W Greatroom 233 4593 3831 95 180 Bath 3 72 577 291 12 14 Bed 3 207 2940 1852 61 87 Loft 141 1185 595 24 28 Entire House 3776 33244 17050 685 800 Other equip loads 4313 595 Equip. @ 0.88 RSM 15528 Latent cooling 3131 TOTALS 3776 37557 18659 685 800 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -�-wrightsoft- 2019-Jan-07 16:49:57 .,,,a.,,.,--„, p; Right-Suite®Universal 2018 18.0.32 RSU20066 Page 2 /'M1iVt1...Rimor Model C MAN JSD1Rimor Model C MAN JSD.rup Calc=MJ8 Front Door faces: W Pro ect SummaryJob: wrightsoft� 1, Date: Jan 07,2019 Enure House By: Energy Testing Services... Energy Testing Services 1648-A Locust Ave,Bohemia,NY 11716 Phone:631-244-2627 Email:r.b.delfino@energytestingservices.com -Project Information For: Unit 46-92 Millstone Ln, Cutchogue, NY 11935 N otes: Design h1formation Weather: Suffolk Co.Ap, East Quogue(Islip Dd), NY, US Winter Design Conditions Summer Design Conditions Outside db 10 °F Outside db 83 °F Inside db 68 °F Inside db 75 °F Design TD 58 °F Design TD 8 °F Daily range M Relative humidity 50 % Moisture difference 30 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 33244 Btuh Structure 17050 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent (68 cfm) 4313 Btuh Central vent(68 cfm) 595 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 37557 Btuh Use manufacturer's data n Rate/swing multiplier 0.88 Infiltration Equipment sensible load 15528 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial) /2 Pressure/AVF 50 Pa/ 1179 cfm Structure 1735 Btuh Ducts 0 Btuh Central vent(68 cfm) 1396 Btuh Heating Cooling Outside air Area 3776 3776 Equipment latent load 3131 Btuh Volumee((ft') 23582 23582 Air changes/hour 0.32 0.14 Equipment Total Load (Sen+Lat) 18659 Btuh Equiv.AVF (cfm) 124 55 Req. total capacity at 0.70 SHR 1.8 ton Heating Equipment Summary Cooling Equipment Summary Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16 AHRI ref Coil AHRI ref Efficiency 92AFUE Efficiency 14.7 EER, 16 SEER Heating input 40823 Btuh Sensible cooling 16800 Btuh Heating output 37557 Btuh Latent cooling 7200 Btuh Temperature rise 50 °F Total cooling 24000 Btuh Actual air flow 685 cfm Actual air flow 800 cfm Air flow factor 0.021 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.85 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -p i-wri-aght5soft- 2019-Jan-07 16:49:57 r •..� Right-Suite®Universal 2018 18.0.32 RSU20066 Page 1 �9�+�...Rimor Model C MAN JSD\Rimor Model C MAN JSD.rup Calc=MJ8 Front Door faces: W N Level 1 191 cfm 91 cfm adiab 0 ;Bsmnt -----------W. :J Sup Riser 0" Make up air �♦ 70CFM Skuttle Model 2161 .lob#: Energy Testing Services Scale: 1 :88 Performed by Energy Testing Services Page 1 Unit 46-92 Millstone Ln 1648-A Locust Ave Right-Suite®Universal 2018 Bohemia, NY 11716 180.32RSU20066 Cutchogue, NY 11935 Phone: 631-244-2627 2019-Jan-0716:51:20 r.b.delfino@energytestingservices.com AN JSD\RimorModel C MAN JSD.r... N Level 2 R'101 cfm Breakfast 0,121 cfm 216 cfm Greatroom Kitchen 23 0" 92 cfm M BED adiab Pant Laln*cfm Dining �188 cfm 1 cfm Mud M rh 8' 10 cfm c m� R er 0" [-39 cfm Stair 1 L35 cfi Foyer 1\28 cWRth 2 AL Broan Exhaust 4'-0" Model L150 70 IF garage CFM Energy Star Contnous User Tmer Bed 2 1\89 cfm 4" 1 .lob#: Energy Testing Services Scale: 1 :88 Performed by Energy Testing Services Page 2 1648-A Locust Ave Right-Suite®Universal 2018 Unit 46-92 Millstone Ln Bohemia, NY 11716 18.0.32 RSU20066 Cutchogue, NY 11935 Phone: 631-244-2627 2019-Jan-0716:5121 r.b.delfino@energytestingservices.com AN JSD\RimorModel C MAN JSD.r... N Level 3 34 cfm L ift Bath 3 adiab 2 Sup Riser 1 cfm 8' stair 2 1 t_06"- Bed 3 17 0" 12 9" c1c 4 cfm .lob#: Energy Testing Services Scale: 1 :88 Performed by Energy Testing Services Page 3 Unit 46-92 Millstone Ln 1648-A Locust Ave Right-Suite(S)0RSU20Universal al 018 Bohemia,NY 11716 Cutchogue, NY 11935 Phone:631-244-2627 2019-Jan-0716:51:21 r.b.delfino@energytestingservices.com AN JSD\Rimor Model C MAN JSD.r... Duct System Summary Job: Wlrightsofto Date: Jan 07,2019 Entire House By: Energy Testing Services... Energy Testing Services 1648-A Locust Ave,Bohemia,NY 11716 Phone:631-244-2627 Email:r.b.delfino@energytestingservices.com Project • • For: Unit 46-92 Millstone Ln, Cutchogue, NY 11935 Heating Cooling External static pressure 0 in H2O 0 in H2O Pressure losses 0 in H2O 0 in H2O Available static pressure 0 in H2O 0 in H2O Supply/return available pressure 0.000/0.000 in H2O 0.000/0.000 in H2O Lowest friction rate 0 in/100ft 0 in/100ft Actual air flow 685 cfm 800 cfm Total effective length (TEL) 433 ft Supply Branch DetailTable Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln(ft) Trunk Bath 2 h 272 28 15 0 0 OX 0 MtFx 19.8 140.0 st5 Bath 3 c 291 14 16 0 0 16X 0 ShMt 30.8 115.0 st4 Bed 2 c 1582 84 89 0 0 Ox 0 MtFx 23.8 130.0 st5 Bed 3-A c 1852 73 104 0 0 OX 0 MtFx 38.8 225.0 st4 Breakfast c 1799 50 101 0 0 OX 0 MtFx 37.5 170.0 st1 B Bsmnt h 790 191 44 0 0 Ox 0 MtFx 36.0 150.0 st1A Dining h 1085 88 61 0 0 Ox 0 MtFx 19.0 160.0 st1 Foyer h 441 39 25 0 0 Ox 0 MtFx 7.8 95.0 Greatroom c 3831 113 216 0 0 Ox 0 MtFx 37.0 130.0 st1 Kitchen c 1631 6 92 0 0 Ox 0 MtFx 24.5 140.0 st1 Laundry c 460 1 26 0 0 Ox 0 MtFx 16.5 150.0 st1 Loft c 595 29 34 0 0 Ox 0 ShMt 29.8 210.0 st4 M BED c 2157 50 121 0 0 Ox 0 MtFx 48.0 160.0 st1A M bath h 6 10 0 0 0 OX 0 MtFx 21.8 165.0 st1 Mud h 79 9 4 0 0 Ox 0 MtFx 10.0 175.0 st1 Stair 1 h 181 35 10 0 0 Ox 0 MtFx 5.8 150.0 st5 - -wrightsoft, 2019-Jan-07 16:49:57 Right-Suite®Universal 2018 18.0.32 RSU20066 Page 1 AC+K...Rimor Model C MAN JSD\Rimor Model C MAN JSD.rup Calc=MJ8 Front Door faces: W Supply Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st4 Peak AVF 116 154 0 0 0 0 x 0 MetlFlx st1 Peak AVF 519 666 0 0 0 16 x 0 ShtMetl st5 Peak AVF 147 115 0 0 0 16 x 0 ShtMetl st1 B Peak AVF 50 101 0 0 0 16 x 0 ShtMetl st1A st1A Peak AVF 291 267 0 0 0 16 x 0 ShtMetl st1 Return Branch Deta,il • - 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 rb1 Ox 0 191 44 144.3 0 0 0 Ox 0 MtFx rt1A rb2 Oxo 630 916 168.8 0 0 0 Ox 0 MtFx rt1 TableReturn Trunk Detail Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt1A Peak AVF 191 44 0 0 0 0 x 0 ShtMetl rt1 rt1 Peak AVF 821 960 0 0 0 0 x 0 ShtMetl - �-wrightsoft, 2019-Jan-07 16:49:57 - .uar•d..a..ir.,..d,� Right-Suite®Universal 2018 18.0.32 RSU20066 k6,vim Page 2 k...Rimor Model C MAN JSD\Rimor Model C MAN JSD.rup Calc=MJ8 Front Door faces: W I III } � � l Q c� 1 3 k ,n 'a{ 5 E' s; F: w OFFICE LOCATION: 31 A11ING ADDRESS: Town Hall Annex ,Q� S®UT P.O.Box 1179 54375 State Route 25 ®� ��{ Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) . Southold,NY �g � Telephone: 631765-1938 www.southoldtownny.gov ® yo PLANNING BOARD OFFICE TOWN OF SOUTHOLD September 30, 2021 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 1.11-114 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 Chairman cc: Michael Verity, Chief Building Inspector Michael Collins, Town Engineer '03-F SCOTT A. RUSSELL cO MICHAEL M. COLLINS P.E. _��. �,y.r, SUPERVISOR ~. TOWN ENGINEER TOWN HAIL - 53095 MAIN ROAD yam', TOWN OF SOUTHOLD,NEW YORK 11971 Tel. (631)-765-1560 Fax. (631)-765-9015 A41CI1 AEI COLI INSrii)TOWN SOtrFI40Lf).NY_US 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, 1114' ,� Michael M. Collins, P.E. Town Engineer cc: Michael Verity, Chief Building Inspector s cry �Xt^ t�. i k 1 t t '; w�� 4 ` . r �a �_ r � ,�;. � *, � ,t � � �f` Rye + .; •< � �, . , Y - - - = .. �.. �_ - - -- - �, ��. -: .� ,�. ;� _ �. +r� _ I' _i .r No P. rpm ra wFOUNDATION(IST) � e • e e or 100-FU PLUM I • . o INSULATION.PER N.Y. • 1 MIFF 1QMA; , 1 /ITIONALC,e 1 1 ff 10 ! � L • 7 i a UnICIA- `1(,P TOWN OF SOUTHOLD BUILDINC'PERMIT:APPLICATION CHECKLIST BUILDING DEPARTMENT :Do,you have.or need the following;before-Applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Pians TEL: (631) 765-1802 Planning Board approval; FAX: (631) 765-9502 Survey Southoldtownny.gov l PEkMIT'NO. Check Septic Form N.Y.S.D.E.C. Trustees f C.O.Application Examined 20I Flood Permit _F Single&.Separate Truss Identification Form Storm-Waterssessment Form ' Contact: ^1114K ZC i"A",017-44 Approved ,20 4 Mail to: •4,v 1 08_ Disapproved a/c / a--, 9�r l$'r Phone: Expiration ,20 } a` I Building Inspector f . OCT 1 9 2020 w� APPLICATION FOR BUILDING PERMIT Date (7 , 20 aQ INSTRUCTIONS a. This application.MUST be completely filled in by typewriter or in,ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in,whole or in part for any purpose-what so ever until the Building Inspector issues.a Certificate of Occupancy. f Every building permit shall expire if the work authorized has not commenced within 12 months after the date of `'issuance.or has nor been completed withiml8 irioriths from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector.may auihorize;'in writing;the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATi:ON IS HEREBY MADE to the.Bui.lding 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,or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections.' (Signatureofapplicant or nanie,if a corporation) f 3S (Mailing address of ap licant) State whether applicant is owner, lessee,'agent; architect, engineer, general contractor,electrician, plumber or builder Name of owner of premises �Itwto 6/ (As on the tax roll or latest deed). if applicant is a corpor. ti n, signatur o 4uly a thW*zed offic r I , (Name and title of corp ate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of1 nd on ich j1posed work will be done: �! House Number i Street _:3 Hamlet County Tax.Map No 10001; ,Section; ��+. •�.j. Block o Lot C)1,0 t'V . '.i .._:'r : rr1i..: i 4 Subdivision AaVy"�_ eO 1" Filed MapNo. `T Lot 020 _ q - 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy co Kd o '— DZro`o(�14-,L .3 Nature of��ork check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) =1. Estimated Cost 4.300Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If.garage,.number of,cars v Cat/ 6. If business, eorimercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions•df existing structures, if any: Front Rear Depth H'eight' Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front 3S� S Rear Z)Q .LO t� Depth , C)% Height " Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district'in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES ,NO 13. Will lot be re-graded? YES V�NO Will excess fill be removed from premises? YES NO 1 4. Names of Owner of premises LLC, Address u-e,W Phone No. $ X76-2.66? Name of Architect Address –1.5 'a L Phone No 8 S` Q cre � Name of Contractor Se- 4d Jt/a&OAddress Phone.No. ----� 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE RE RED. b. Is thisproperty within 300 feet of a tidal wetland? * YES NO * IF YES,D.E.C. PERMITS MAY BE REQUIRED. 1.6. Provide survey, to scale; with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is.at 10,feet or below, must provide topographical to on survey. 18, Are There any,covenants and restrictions with respect to this property? * YES NO IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF being duly sworn, deposes and says that(s)he is the applicant (Name of individual signi a contract)above named, t (S)He is the (Contracdor,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 knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn tQ before,me this , .' D day of, l 20 SHERR 0 NOTARY PUBLIC,ST E W Regis Fra- rom Mnt t Notary t, lic Qualified in oak Co Commission Expires March Vitt BUILDING DEPARTMENT-Electrical Inspector �;74:�`'� TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 4;%F Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr@southoldtownny.gov a sea nd0southoldtown�gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: �•{ d Company Name:( rCl Name: �+P �G 1.k License No.: Ice Address: O � A 1 ' �-C Phone No.: l� JOE SITE INFORMATION (All Information Required Name: LLC ? ic Cross Street: Phone No.: C U 1si U 7 Bldg.Permit#: '--I�b(�G email:-I '� n r. Tax Map District: 1000 Section: JCQ, 01 Block: b BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: YES NO Rough in Final Do you need a Temp Certificate?: ES O Issued On -2b' 2� Temp Information: (All information required) Service Siz 01 Ph 3 Ph Size: L b A #Meters Old Meter#fi CSewervi - 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 Request for inspection FormAs -vC� �"✓ " , I 1 Town Hall Annex r� yam;; Telephone(631),765-1802 54375 Main Road ..G Fax(631),765-9502 P. O. Box 1179 cm'" 0.7 Southold, NY 11971-0959y, ` BUILDINC� DEPARTMT- NOTICE,OF,_IJTILIZATION OF TRUSS TYPE C.ONSWTRUCION. PRE-ENGINEERED I'Mob.CONSTRUCTIC)N' N %OR°,T(N1 R CONSTRUCTION Date: * 10JL 20 ' Owner 1' 't ° O � � �^\�PA7)) . Pleas" to otice that the{check applicable ![tie): e New commerctal.or redciential structure t ! �� 1 '4 4 1:ih :Addition to exrsfi`iig co'mrraercraltpr;resideeiti�(`strud-'e" ' . { ' A `:R'ehabilitatiQn 0 p exisirng€'cemrtmercial or�reslderttloi3Ot bcture to be.construe ei~1`0 performed-at e.subj ctypcoperty re erence above wtll utilize (check app la'b'le'41rre): Tru< fype construction (TT) - /� L - ....: ... _- .. . . . - - _ QCT' c — __ --- - -®_ __- Pre '4� Y"'"��•A Fn rp°yT r ~LL• 1'�j r./'t�-r3}s�v. �.S' Ry7�y�yry•'7,� ?�if71�.{Yw-{i�f'i��J.��'v..T��.+ ��.��y�r�t%1�,!�:!.t"15 tvF'�^�z-I Et•1 � z:>-��lz d�} :� L�_y. r��` e;f"l�r irJ*1• - i et.w vf�: .�� `.. h.[INtY}7 3y •1r f JF • i if' !! •V..i� .'.�L 4 iia y1�Y 7ittrF�`LY'�Sy�: ltnl'L� �Rr vri ^ Y.P/t! y a:St�i b1' +r......�� L • n•s)i.r T -.4 ity ssi t U n1. ,5:�,�r1 A. i I a r Old N CONSENT TO INSPECTION el � ,► - �- _ ._... ,the undersigned,do(es)hereby state: Owner(s)Name(s) That the undersigned(is) (are the owner(s)of the premises ii e T w of Southold,located at� _ k which is§hown and designated on the Suffolk County Tax Map as District 1000, Section 0iZ.01Block 01 Lot_ _. That the undersigned(has)(have)filed,or cause to be filed,an application in the Southold Town Buildirng Ins a tor's Office fog thef flowing; -- ! , ' V 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: .u � , (PrInt a (Signature) (Print Name) ;•.Hs�" w,..�;AM;s�:...wa<��: ;ice m„w,rw3iL,.., .:sarus.�.�,iWii;.vkd.-•..#-. s `"•�} i• ` K O� r �A —LIMIT OF NATURAL EN 19' r BUFFER AREANrIxi"U.1 -777%1 [ 1— it FLUSH BELGIUM BLOCK DRIVEWAY DIVIDERS TYP. v- #' (SEE DETAIL) N3 � m am IWOW IW LA N O n TYPE B—D RAMP s (TYP•) 1 R1-1 Y• �� ) ��k 2'9'11 t ".I � �� ,• � F1' �� a V V'.'3� � ' y� _ �# g� �� ' da �4 ` tri 18.3 � 1 1 � 11EN m m U ::. ... ....... 49� ,� . 47 4.8 5(5( SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES FOR OFFICE USEANLY OFFICE OF WASTEWATER MANAGEMENT „Health Department Ref.No, 360 YAPHANK AVENUE,SUITE 2C,YAPHANK,NY 11980 (631)852-5700 OR HealthWWM@suffolkcountyny.gov APPLICATION TO UPDATE AN EXISTING PERMIT TO CONSTRUCT SEWAGE DISPOSAL AND WATER SUPPLY FACILITIES FOR A SINGLE FAMILY DWELLING REFER TO REVERSE SIDE OF THIS FORM FOR INSTRUCTIONS PLEASE COMPLETE APPLICABLE SECTIONS OF THIS FORM. ALL SIGNATURES MUST BE ORIGINAL. wlftON'I`,1 FOR ALL RENEWALS AND TRANSFERS EXISTING REFERENCE NUMBER: 810-17- ® bb Tax Map No.: 1000 District Section FBlock Lot C) 2= �0 Name,of CurrentApplcant.Rimor Development LLC 631)- 735_9200 Mailin .Address: g; NY 1106 g PO Box 908, Cutcho ue Email Address;teamalia65@gma l.corn Name of Current Agent:Henry Alia Tel#: (631) 678-2667 Mailing Address:PO Box 908, Cutchogue, NY 11935 Email Address:teamalia65@gmail.com DATE OF ORIGINAL APPROVAL: 09/08/2017 *If more than 6 years old and SCDHS site inspections have not been performed,a new application will be required ,SECTION-1.,"I. FOR TRANSFERS WITH PREVIOUS APPLICANT/AGENT PERMISSION Name of Previous Applicant/Agent: Tel#: ( - I hereby transfer all rights and interest in the above referenced permit to the new applicant nameFa,$e; Signature of Previous Applicant/Agent: � -0,_y 007 a Date:_` SECTION 3 FOR TRANSFERS WITHOUT PREVIOUS APPLICANT/AGENT P1Q11�T Name of Previous Applicant's �} Architecygn,-ineer/Surve or: TTel#:��Ji� 4Oy, I hereby authorize the above named current applicant to use the previous applicant's surveylsi`te,'Inj�;r�this project prepared by me;for the purpose of transferring the above named reference number and its%te sign. Architect/Engineer/Surveyor's signature: Date: SECTION+ FOR ALL RENEWALS AND TRANSFERS Application is hereby made to[ ]TRANSFER,66 RENEW(check applicable) a permit to construct in accordance with this application,surveys and plans submitted. I heretfy ceryairyce have examined this complete application and the statements therein are true and correct,and that all work shall be done in wi all applicable Town,County,State and Federal Laws. "Any false statement made herein is unishable as a misdemrsu to S210.45 of New York State Penal Law." Signature of Current Applicant/Agent 4 Date I Print Name of Current Applicant/Agentmy AI Title Agent/Project Manager DEPARTMEE,ONLY Permit isTransferred/, Until �!'- 8-2 3 Numbdr of Bedrooins Approved Signature of Department Representative s Date A® is-Zo, WWM-104(Rev.62/12) z Mter Une(S) °-TUU �8trbdSilk County Dept. OfSmim. Cell 852-5754, 4S flours dvance TO Schedule lnspecuon(s). Y APPROVED IN ACCORDANCE WITH E30ARD OF p M REVIEW DETERMINATION DATED S—S- !7 c� w z SUBJECT TO COVENANTS& RESIRICTIOI�IS LmER Z � —j z � 0 a PAGE ® (D x J L lt� J I� 0O 1� WW- ® WO 0 !L Q U- U) U c=n ENVINEER'S CERTIFICATION REQUIRED. � i � � � W ® J U) Stspent;IrPgE. C�� R.A. CE�,�ry�II±IcP:ryr2I*C/�rq�p �t /��/ � (� Lz ryF®1@ INSrA�.LAT1Ll7 Auc;CON' /d�6J 5�,-If®�V I I r ! O FOR i"'IPaAAPPROVAL. Sysi�e.Hr U O F— L - A` 0 Count a^"t.Ik •...fe � � , Suffolk y Department ref Health SerUicesCZ, 1 "" U Approval for Construction-Other Than Single l•ably Reference No. G/® 46 —42/j Design Flow Z /®O PROJECT NO.: 00026 Use(s) —z—zy_eg'C_ _-,QAad- Q-k4&ftXr-----^� DRAWN BY: KCK 'hese plans have been reviewed for general conformance with Suffolk CHECKED BY: TFL County Department of Health Services standards, relating to water supply and sewage disposal. regardless of any omissions, DATE: inconsistencies or lack of detail, construction is required to bo iat accordance with the attached permit conditions and applicable SCALE: AS NOTED standards,unless specifically waived by the Department.This approval FILE NO.: expires 3 years from the approval date,unless extended or renewed. CADD: 00028SP Apprmral Date Reviewer SHEET NO.: Rovked Plan Appy aved is - 2vzo 1 OF Expiate S za 23 5 S.C.D.H.S. APPROVAL PIPE SHALL BE 15" CPP WITH- A SLUPE UI- U% ® STANDARDS: SPECIFICATIONS SHALL INCORPORATE THE PROVISIONS i FOLLOW UNLESS OTHERWISE NOTED: OF THE AWWA STANDARDS AND/OR MANUFACTURER'S RECOMMENDED R 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 BE C900 BLUE BRUTE DR-18 PRESSURE PIPING ABOVE THE PIPE TO ADEQUATELY SUPPORT AND PROTECT THE PIPE. WATER MAIN TO BE 10" WITH 6" HYDRANT STONES FOUND IN THE TRENCH SHALL BE REMOVED FOR A DEPTH OF AT LEAST SIX INCHES' BELOW THE BOTTOM OF THE PIPE. SERVICE CONNECTIONS TO BE V. e 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. I 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. 41NIMUM 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 o 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. U DISINFECTION: WATER MAINS ARE TO BE DISINFECTED IN R/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. Habitable Garage Area Unit Numbers Area (SF) (SF) Total (SF) Harves-c roinit-e at 77-124 1,999 486 2,485 Lutchoomue 1,3,8,10,12,14, q�� 21,23,26,27,29, Cutchogue, New York 1,33,36,39,41,45 1,599 363 1,962 Town of Southold 5,47,49,50,52,541 , 58, 59,68, 72, 76 No.� Revision Date Appvd. 13 TOWN/SCDHSREVISIONS 7/28/17 AVL 2,5,6,9,11,13, c 19,20,22,24, 12 TOWN REVISIONS 6/14/17 AVL 1,28,30,32,35,38, 1,599 363 1,962 11 SCDH REVISIONS 4/22/17 AVL ),42,44,48,51,53, 10 REVISED PHASING PIAN PER TOWN' 4/6/17 AVL x,60;62;64;66;70;- 73,7 4,75 9 TOYV REVl4ION5 4,7,34,37,43,55, 8 SCDH REVISIONS 3/9/17 AVL `ts,- ,e '1/599 380 1,9 9 � S�i- 1,63,65,67,69,71 ...>...:;c`..'.t..,�...,.s<.C�{ �✓ r �h4"salycLk;sw�odSs�d`_Yiof r r 2 15,16,17,18 1,999' 408 2,407 Issued for Date July 10, 2015 N/A 6,188 N/A 6,188 STo 1000-102- 1-33®3 ♦arsawH.w.ro.wva.v.wsl`�•ueswna.b.cru.9vs+.w.a+.mwu�Wlue.evo>mW'tli""^'-NY � . S43=r-OLr�'t+OUNTY DEPAIB diiEIdT OF HEhLTH SE13Vii—,ES a PEW FOn AP9 ROVAL OFNSTRUC-COM FOR A SIN"LE FAMILY RESIDENCE CIN1V Pi Tit M i�.., ja i �. f t e a ! "?-• .7 i. APPSOVED 7, , c' l ,f°%r. -�-. Drawing Number N t EXPIRES WEE YEARS FROM DATE OF APPROVAL �'��O O �� C. =4@ 1�x � NV I Sheet of I1 N9 2 Project Number 29305,00 SMUI-JUS Reference # C10-®M-0013 U, � P-9�0 " Li('0w 9 150 .5n G V �VEP 74oN . n a 'w- �t1 w G � 30 m '0 _ y "n 4.0' G) .P O Z a S 65°26'53"E Z 1 �7J 1 a' 00 49.54' m '0 � -2.13 R=275.00' 1 rtt O O a L=77.85' 3S.50' S5p°33'32'E 2.0' 11 Z r 3.0' S 49°09'21"E IDA w � \ Z tLa 10. 238.82' w 51 " m 1 cn 5 0, 0 gTEAD N _-- A �jS 1 nA X. o R=112 00' FARM T 1 w.0' N w N TQ n S 40°52'38"E L=29.79' COUR a 27.03' S38°23'13"E 62.34' SUB PAVEMENT w E 34.55 -7.1'v s 5 7.6' n 1T 4 5 5 6 2 15.0' in - 33 32' l/JI-a . � S5p° S52°55'20"W S 24°33'07"W R=112.00' Lk 19.24' 107.80' L=29.72' L 410 00'=45050' S23°11'01"E 39.36' GRIPPING vo 10cofi R=140.00' N39°26'28"E 109.18' �'�'' S38°24'18"E L=37.19' a STREET FL-r'�ti 96.29' R=120.00' F-- t tV EST L=245.84' c IpO1NTE SNE . S37°04'40"E Cn r 95.00' R=112.00' S38°24'18"E 481.91' S23°11'01"E 63.06' = I a, L=29.75' \1�111IIlult��T, O I Co :14 R=140,00' R=112.00' R=112.00' OF•N E W �� ZO I TOWN OF L=37.19' L=29.72' L=29.79' ``�.�� A P•• (- N m S53°37'34"E Q �I� Q�i� �, D 51.14' S53°3734"E 44.19' S38°25'23"E 56.40' 1 '�Ce /� ( ;`R'�y �j'• m SOUTHOLD N CD CD 269.77(ACTUAL)(ACTU _f�.I -tY - -� _ _ _ = .0 S37°04'40"E ecc= R MAY 1 9 2021 s :o NOTES: m y j `' '�� Lj151�,��` THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. 03-23-2021 FOUNDATION LOCATION FOUNDATION AS-CONSTRUCTED SURVEY FOR IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION FOR ANY UNITS 45-46 UNIT D ES G NATION MAP O F PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY.IF HARVEST POINTE CONDOMINIUM 2 AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND FILE NO.:490 FILED SEPTEMBER 28, 2020 THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. SITUATED AT COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED CUTCHOGUE SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS S.C.T.M.DISTRICT 1000,SECTION 102.01,BLOCK 02.00,LOTS 019.000&020.000 OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED. PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE 0 NELSON ♦ POP E CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS OTHER THAN VISIBLE PERMANENT STRUCTURES. engineers .architects•surveyors COPYRIGHT NELSON&POPE,ENGINEERS ANIXSURVEYORS.ALL RIGHTS RESERVED. NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, 7O MBXe55 Road,Melville,NY 11747. 631.427.5665. nelsonpope.com RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN PERMISSION OF THE SURVEYOR. DRAWN BY: NP CADD No.;INDIVIDUALS00 E I SCALE' THIS PLAN WAS PREPARED TO ASSIST IN OBTAINING FRAMING PERMITS FROM LOCAL - MUNICIPALITIESAND ISNOT AUTHORIZED NOR GUARANTEED FOR ANY OTHER CHECKED BY: PE FILE NO.: SHEET NO.: 'I OF 1 PURPOSE. nnn2 DATE: 05-04-21 PROJECTNO.: L II l L'44.56 0' 50° 3345'\N SUFFOLK COUNTY D=P RTIVIEENT OF HEALTH SERVICES NOTES:THE OFFSETS(OR DIMENSIONS) SHOWN HEREON FROM THE STRUCTURES TO y�n CONSTRUCTED + 9 �+ PROPERTY L NES ARE ORA SP CIFIC PURPOSE AND SE AND THEREFORE ARE <�np �"PP��`r�l' t� �0O-•NA FAMILY RESIDENCE FOR NOT INTENDED TO GUIDE THE ERECTION OFFENCES,RETAINING WALLS,POOLS, 1 N r £m PipA5.15.5 �DCU7yZ ♦ A SINGLE 1u-P1MILS i�pESIDENCE 'J ��j� PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. ', Q5� 4, 5N1 6.51 1300 �II ADZ Date NOV 2 4 `o2" H.S.Ref.I�o, &z)_/( _d1✓b PROFESSIONIT IS A TAL ENGINEERING ANDION OF NEW YORK A LAND SURVEYING,ETE EDUCATION LAW IOARTICLE145, 09,FOR ANY 9.0 00 n' BOX G �� cT 17 W Z PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED I PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY.IF •� 1 11 �Z E• G ��f � 6 5 p O N ? r •Iy�� The seWag disposal and water supply facilities at this Iocatlon have been AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE J 1117- O 4 m N W 7.6' y.0' ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND 1 O E gOX p�, g,, 10'2 `° Inspected and/or Certified b this Oe artme or other a envies and found to THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH C• 5.'� w N 11.0' a5 v_ p y p � L' Z n 7 T.N N INV 4'SDR be satisfactory FOR A MMIMUM ALTERATION,ANDASPECIFIC DESCRIPTION OF THE ALTERATION. U' m m m „ WATER z w �' _1 p1P87 w so AN m CIS YG PZI (l/L 7Y1FV\!►EV�YI�Q . sI:CRQQINs'. r A. G 31. ,Z p m COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED 1 m '`• N11 £ �j�RVIC'W x =1 4 Q, __ �1 3•Q W, N N JL4 , SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. 1 (n 1 Q D ��i •r0WNO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS mrn G) " GRESS . OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIC.�11�£ STpNEsE �, 1 T n 2 _ WIN•WELLQw Craig Knepper, P.E., Chief AND GROUND LEVEL _ n DRI VER it 1 r- _ Q TYP• � ASDTO ACCURACY,EXISTENCE,EXACT LOCATION,TYPE R USE,ACTIVE ONOT R INACTIVE. j 6"DER _ -n m 2� ► Office of Wastewater Mana ELECTRIC AND GAS UTILITY LOCATION PROVIDED FROM PSEG DISTRIBUTION DESIGN oR m �� PLAN DATED 7/2111 B.LOCATION OF GAS AND UTILITY IS APPROXIMATE AND LOCATED TYPICALLY IN THE SAME TRENCH.ACCURACY OF UTILITY IS NOT GUARANTEED NOR IS 1 2•Q, 1 N Q' THERE ANY GUARANTEE THAT ALL EXISTING UTILITIES ARE SHOWN ON THIS MAP. Glc" 1 STONE gASE 1 C p1p INV 91 3 WZ W CONSULT WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR aRPA ER 1 Z m 31.82 4"$DR' O' FURTHER DESIGN. STEAD W � � W BORDER _ m ! A !�- 15�, Z O .0 � NOTE: PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, FAR (1n £ n 1 Lr Cfl 0 00 N „ANITARY SYSTEM SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS U RT G A.0' W Z z m'O- W Z 1YDROACTION H2O KIT- OTHER THAN VISIBLE PERMANENT STRUCTURES. CO GG 1 ,J N_ o 0 C1 N t" �< AN 600"INSTALLED WITHIN E �1 C7 W N N W p =• r 'D' 0� B'0 LEACHING POOLS. PAVEMENT £ O 7 S! �„ 'w_7.6 6'2 15 6' p m 0 COPYRIGHTO NELSON&POPE,ENGINEERS AND SURVEYORS.ALL RIGHTS 01 RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, SUB G m W 7•' S,3 6 5, Q 17.a y,5 QW L1 1 0p 00 RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED 11 1" WATER z �m3G) N 0.7' AIC UNIT mtO MIS .5 £ RVICE n my 6? 9•Q o' IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN SE �m-+N FjpVER pL (1INIT m O°' % PERMISSION OF THE SURVEYOR. 1WN 03 ®O �0 j0 ONC•W ALK PA GMpp O Q 10.2 00� =pN ADDITIONAL IMPROVEMENTS AND/OR POSSESSION,IF ANY,NOT LOCATED,NOT Gm 11 £ o'03 C PAVER N-`'N 6.� a m W� ALL SANITARY PIPING 4"&6"SDR-35,TYPICAL. Gk° IO 17.3 o_ o x �mm p N nnn <�c O NZ G �n�N 5.3'N a .7 11.0' 10.5' - CO: e `z ^' CIT DIP INV• `p 161 m Z cxr- Z 1 w 6' -A 31.24 gDR-5 '{ C� � r�n� 11 1 01 0 - Z 3V WZ C0114 HG a 1�Z �AE ' 4.0' .- 1 '711. >< CASTIN < <C c r 1 ONE BASE J It a O 6 �'. W1M1.3Ap7 d�< 4 JQ OpVID TO VER =! 1 �� 3 -I 5 30 y vZ £ Wj8"PAR O 1�Cn` Wzp 4"SDR3 `n �T C�7 (L' 11 Crn1 gpFtDE m __I__ 1 1 �W o o< 1 U) a q,\Zl O 1 2.0' 111 GRESS 1 y L9 ��1 Gf SE w 1 ` NO. o" � cx++ 1 o STONEgA ir_ 1 G jT1 N x15.6' 1 tWO0 N `L Q- .Q, 15, AVER G) 1 A �ys' � c goRDER 2> m- w II11I 1�a1� � 10.1 o 2 o❑- �CTnn1 1O_ �❑mr n �D Lm o°o 047' 111 94 15.96. ' 14.9S,yry AN IGm 003I I �x 0 27 6' a_ PAVER NC UNIT 9 It < / � % 03-23-2021 FOUNDATION LOCATION 15o I SANITARY AS-CONSTRUCTED SURVEY FOR zy Iv 08-27-2021 SANITARY AS-BUILT SANITARY SYSTEM AS-BUILT TABLE UNITS 44 - 46 UNIT DESIGNATION MAP OF � STRUCTURE NAME TIE A TIE B `%_'' C-0La HARVEST POINTE CONDOMINIUM 2 UNITS#44,45&46 2 74� FILE NO.:490 FILED SEPTEMBER 28, 2020 1 ST-1 75.6' 27 7' Z 71 SITUATED AT r ST-2-A 72,8' 32,2' _m CUTCHOGUE TZT1'N. TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK ST-2-B 70.7' 35.5' S.C.T.M.DISTRICT 1000,SECTION 102.01,BLOCK 02.00,LOTS 018.000,019.000&020.000 LP 54.8' HEALTH DEPARTMENT REFRENCE NUMBERS&AREA'S AL NELSON + POPE UNIT No. HD REF No. HABITABLE AREA GARAGE AREA TOTAL GROSS FLOOR AREA engineers•architects-surveyors 1,599 S.F. 363 S.F. 1,962 S.F. 70 Maxess Road,Melville,NY 11747. 631.427.5665. nelsonpope.com 44 R10-17-0098 45 R10-17-0099 1,999 S.F. y 408 S.F. 2,407 S.F. DRAWN BY: NP CADD No.:INDIVIDUALSS 0002sSCALE: R1Q- 00026_t_170100 1,999 S.F. 408 S,F. 2,407 S F CHECKED BY: MS FILE NO.: 11. SHEET NO.: 'I OF'I DATE: 09-14-2021 PROJECT NO.: 00026 -30' f rA ^ , S; R302.12 Draftstopping. In combustible construction where there is usable space both above and below the concealed space of a floor-ceiling assembly, Section 8316 Foam Plastic TABLE 8405.1 Z `ir/ PLANS ARE IN CONFORMANCE WITH THESE APPLICABLE CODE Z L� draftsto s shall be installed so that the area of the concealed space does not exceed 1,000 square feet. Draftstopping shall divide the concealed 8316.1 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 � RK STATE s ace into a roximatel equal areas. Where the assembly is enclosed by a floor membrane above and a ceiling membrane below, draftstopping shall R316.2 Labeling and identification. Packages and containers of foam plastic insulation and foam plastic insulation components delivered to the job site shall bear 2 2020 RESIDENTIAL CODE 0 F NEN YO P in Y the label of an a roved a enc showin the manufacturers name, the roduct listin , roduct identification and information sufficient to determine that the UNIFIED SOIL VOLUME ; 8 20 20 EXISTING B U i LD I N G C 0 D E 0 F NEW YORK STATE be provided in floor-ceiling assemblies under the following circumstances: PP 9 Y 9 P 9 P solL CLASSIFICATION CHANGE end use will comply with the requirements. GROUP SYSTEM SOIL DESCRIPTION DRAINAGE FROST HEAVE V N 2. Floor framing is constructed of truss-type open-web or perforated members. POTENTIAL 8316.4 Thermal barrier. Unless otherwise allowed in Section 8316.5, foam lastic shall be se arated from SYMBOL CHARACTERISTICS POTENTIAL EXPANSION O '�'� (� 2020 FIRE CODE C)F NEW YORK STATE R 302.1.12.1 Materials. Draftstopping material shall be not less than 1/2 inch gypsum board, 3/8 inch wood structural panels. P P GW WELL GRADED GRAVELS, GRAVEL SAND MIXTURES, 0 V I0_ 2020 MECHANICAL C 0 D E 0 F N E'�1I YORK STATE the interior of a building by on approved thermal barrier of not less than '� inch gypsum wallboard. LITTLE OR NO FINES GOOD LOW LOW Z 8302.13 Fire protection of floors. Floor assemblies that are not required elsewhere in this code to be fire-resistance rated, shall be rovided with a 1 2 inch R316.5.3 Attics. The thermal barrier specified in Section R 316.4 is not required where all of the following apply: GP POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES, N �~ 0 Q / LITTLE OR NO FINES GOOD LOW LOW O L O xA � 2020 PLUMBING CODE 0 F NEW YORK STATE gypsum wallboard membrane, 5/8 inch wood structural panel membrane, or equivalent on the underside of the floor framing member. 1. Attic access is required by Section R807.1. GROUP I Sw WELL GRADED SANDS, OR GRAVELLY SANDS, E' � = c> STATE AND NEPA 70 2. The space is entered only for purposes of repairs or maintenance. LITTLE OR NO FINES GOOD Low Low U `0 a> 2020 PROPERTY MAINTENANCE CODE OF NEW YORK SP POORLY GRADED SANDS, OR GRAVELLY SANDS, '� U =N Exceptions: 3. The foam plastic insulation has been tested in accordance with Section 8316.6 or the foam plastic insulation is protected against ignition using 3/s inch LITTLE OR NO FINES G000 Low Low � N ❑o 202 0 NEW YORK STATE ENERGY C 0 N S E RVATI 0 N C 0 N STR U CTI 0 N C 0 D E- 4. woad floor assemblies using dimension lumber or structural composite lumber equal to or greater than 2 inch by 10 inch. gypsum board. = N} SILTY GRAVELS, GRAVEL SAND SILT MIXTURES GOOD MEDIUM LOW � .- 0 a) . _ R316.5.11 Sill plates and headers. Foam plastic shall be permitted to be spray applied to sill plates and headers or installed in the perimeter joist space without the cM U m.5 ci Lo RESIDENTIAL PROVISIONS sM SILTY SAND, SAND SILT MIXTURES GOOD MEDIUM LOW Z p_U) .- Section 8303 thermal barrier specified in Section 8316.4 subject to all of the following: L_ GC CLAYEY GRAVELS, GRAVEL SAND CLAY MIXTURES MEDIUM MEDIUM LOW W N M Light, Ventilation and Heating 1. The thickness of the foam plastic shall be not more than 3y inch. Q 2. The density of the foam plastic shall be in the range of 0.5 and 2.0 pounds per cubic foot. SC CLAYEY SANDS, SAND CLAY MIXTURES MEDIUM MEDIUM LOW U T � N SECTION 8101 R303.1 Habitable rooms. Habitable rooms shall have an aggregate glazing area of not less than 8 percent of the floor area of such rooms. ML INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR, ❑ �L 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 U C0 GENERAL Exceptions: 1. The glazed areas need not be operable where the opening is not required by Section R310 and a whole-house mechanical ventilation system is with ASTM E 84 or UL 723. IL o LAY IND D R CLAYEY SILTS LTH M DIUM HI H Low GROUP 2 SLIGHT PLASTICITY � � 'ons 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. 8101.2 The provisi Section 8317 Protection of Wood and Wood-Based Products Against Decay CL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, f detached one and two famil dwellin s 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 GRAVELLY CLAYS, SANDY CLAYS, sILTY CLAYS, LEAN MEDIUM MEDIUM MEDIUM 2 replacement, repair, equipment, use and occupancy, location, removal and demolition o Y 9 8317 All sills and lutes on exterior foundation wall to be ressure reservativel treated in accordance with AWPA U1. cLAYs To Low d hree stories above rade lane in hei ht with a separate means of egress and their accessory structures not more than three stories above grade average illumination of 6 footcandles (65 lux) over the area of the room at a height of 30 inches above the floor level. P P P Y than t g P 9 Foundation wood irders: wood irders seated in exterior foundation walls to have min. 1 2 inch air s ace all sides or ends wra ed with aluminum plane in height. R303.8 Exterior stairway illumination. Exterior stairways shall be provided with an artificial light source located at the top landing of the stairway. Exterior 9 9 P PP flashin � stairways providing access to a basement from the outdoor grade level shall be provided with an artificial light source located at the bottom landing 9 of the stairway. 8317.1 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 8404.1.6 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 Ut 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 8305 R317.1.1. Field treatment. Field-cut ends, notches, and drilled holes of preservative-treated wood shall be treated in the field in accordance with AWPA M4. R404.1,7 Backfill placement. Backfill shall not be placed against the wall until the wall has sufficient strength and has been anchored to the floor above, or Continuous Insulation: Insulating material that is continuous across all structural members without thermal bridges other that fasteners and service openings. R317.3 Fasteners and connectors in contact with preservative treated and fire retardant treated wood. Fasteners, including nuts and washers, and connectors in has been sufficiently braced to prevent damage by the back fill where the unbalanced height of fill exceeds 4 feet. Z Ceiling Height It is installed on the interior or exterior or is integral to any opaque surface of the building envelope. " 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 O n : An intermediate level or levels between the floor and ceiling of any story. R305.1 Minimum height. Minimum ceiling heights of 7-0 in habitable rooms. Minimum ceiling heights of 6-8 in bathrooms, toilet rooms & laundry rooms. fasteners shall be in accordance with ASTM A 153. Stainless steel driven fasteners shall be in accordance with the material requirements of ASTM F 1667. R405.1 Concrete or masonry foundations. Drains shall be provided around concrete or masonry foundations that retain earth and enclose habitable or - Mezzani e Windbome Debris Re ion: Areas within hurricane-prone regions located within 1 mile of the coastal mean high water line where the ultimate design wind Exceptions: 9 usa le spaces loco e e ow gra e. rainage Iles, gravel or cruse sone rams, pe orae pipe oro er approve sys ems or ma eria s s a e U s eed Vult is 130 m h or reater. 2. A shower or tub equipped with a showerhead shall have a ceiling height of not less than 6 feet 8 inches above on area of not less than 30 R 319.1 Address identification. Buildings shall be provided with approved address identification. The address identification shall be legible and placed in a position installed at or below the top of footing or below the bottom of the slab and shall discharge by gravity or mechanical means into an approved Z) P ( ) P 9 inches by 30 inches at the showerhead. drains e s stem. W that is visible from the street or road fronting the property. Address identification characters shall contrast with their background. Address numbers shall 9 Y ctions in basements containin habitable s ce shall be ermitted to roject to within 6 feet 4 inches of the i tr ke with Exce tion: A drains e s stem is not re uired where the foundation is installed on well drained round or sand ravel mixture with soils accordin �_ n alternative to the re uirements in Section 8301.1, the following standards are permitted subject to the limitations of this code 3. Beams, girders, ducts or other obstru g Pa 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 he ght with a s o p 9 y q 9 9 9 8301.1.1 Alternative provisions. Asa q ere en ineered desi n is used in conjunction with these standards, the design shall comply with the Building Code. finished floor, of not less than 0.5 inch. Where required by the fire code official, address identification shall be provided in additional approved locations to facilitate to the unified Soil Classification System, Group I Soils, as detailed in Table R405.1. Z and the limitations therein. Wh g g 1 1. AWC Wood Frame Construction Manual (WFCM). (2015 EDITION) . R308.4 Hazardous locations. The locations specified in Sections R308.4.1 through R308.4.7 shall be considered to be specific hazardous locations for the emergency response. Where access is by means of a private road and the building address cannot be viewed from the public way, a monument, pole or purposes of glazing. other sign or means shall be used to identify the structure. Address identification shall be maintained. Section 8406 Foundation Waterproofing and Dampproofin9 O 301 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 i n. Where a buildin otherwise conventional construction contains structural elements exceeding the limits of Section R 8406.1 Concrete and masonry foundation dampproofing. Except where required to be waterproofed, foundation walls that retain earth and enclose interior � R301.1.3 Engineered des g g the bottom exposed edge of the glazing is less than 60 inches above the floor. Section R321 Elevators and Platform Lifts p 9 pp g ( ) p g ( ) p e these elements shall be desi nod in accordance with note ted en ineering practice. The extent of such design need only s aces and floors below rade shall be dam roofed from the hi her of a the to of the footin or b 6 inches below the to of the basement � , ^ conforming to this cod , 9 P 9 1. Where the lazin is within 24 inches of either side of the door in the plane of the door in a closed position. u J demonstrate corn liance of nonconventional elements with other applicable provisions and shall be compatible with the performance of the conventional framed 9 9 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 grade using a bituminous coating, H P system. Engineered design in accordance with the International Building Code is permitted for buildings and structures, and parts thereof, included in the 2. Where the glazing is on a wall less than 180 degrees from the plane of the door in a closed position and within 24 inches of the hinge side of 644. scope of this code. an in-swinging door. Re 321.2 Platform Lifts. Where rovided, latform lifts shall corn I with ASME A18.1. R406.3.3 Porous Fill. The s ace between the excavation and the foundation wall shall be backfilled with orous fill u to a hei ht of one-half of the backfilll O 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 C) P P PY heioght and covered with strips of 30 pound asphalt paper or 6 MIL polyethylene to permit water seepage while avoiding infiltration of fine soils. R301.2.1 Wind design criteria. Buildings and portions thereof shall be constructed in accordance with the wind provisions of this code using the ultimate design wind walking surface of stairways, landings between flights of stairs and ramps shall be considered to be a hazardous location. Section 8322 Flood Resistant Construction The remainder of excavated area shall be backfilled with the same type of soil as was removed during excavation. speed in Table R301.2(2) xis determined from figure R301.2(5)B. Exceptions: R 322.1 General. Buildings and structures constructed in whole or in part in flood hazard areas, including A or V Zones and Coastal A Zones, as established in Table r T ' 1. Glazing adjacent to walking surface and rail is installed 34"-38" above landing. R301.2(1), and substantial improvement and repair of substantial damage of buildings and structures in floor hazard areas, shall be designed and R408.1 Ventilation. Crawl space vents: Provide 1 s.f. of venting per 150 s.f. of floor area unless ground surface is covered by a class one vapor retarder rotected to meet the re uirements of the lar a missile test of ASTM E1996 & 2. Glazing 36 inches or more measured horizontally from the walking surface. constructed in accordance with the provisions contained in this section, Buildings and structures that are located in more than one flood hazard area shall material, If this retarder material is used, provide 1 s.f. of venting per 1500 s.f. floor area. Install vents within 3 feet of each corner of 8301.2.1.2 Protection of openings: Window glazing in windbome debris regions shall be p q 9 ASTM E1886 per section 301.2.1.2.1. Garage door glazing shall meet impact-resisting standards or ANSI/DASMA 115. comply with the provisions associated with the most restrictive flood hazard area. Buildings and structures located in whole or in part in identified foundation. es than 7 16" and s an not more than 8'-0" shall be ermitted for o ening protection. Panels Section R310 Emergency Escape and Rescue Openings floodways shall be designed and constructed in accordance with ASCE 24. R408.4 Crawl space access panel to be min. 18" by 24". Openings through perimeter wall shall be not less than 16" by 24". Exception: Wood structural panels with a thickness of not I s / P P P x in an unfinished flood-resistant r in the o enin . Panels shall be redrilled and secured with the attachment hardware provided. UNFINISHED BASEMENTS IN A SINGLE FAMILY HOME & IN EACH TOWNHOUSE UNIT BASEMENT, ARE REQUIRED TO HAVE AT LEAST ONE EMERGENCY ESCAPE R 322.1.5 Lowest floor. The lowest floor shall be the lowest floor of the lowest enclosed area, including basement, and a clud g y shall be precut and attached to the framing su round g p g p AND RESCUE OPENING PER SECTION 8310. (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 8502.2.2 Blocking and subflooring. Blocking for fastening panel edges or fixtures shall be a minimum of utility grade lumber. Subflooring shall be wood f�� 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. Flreblocking shall be of any grade lumber. TABLE R301.2(1) s h II have a net clear o enin of not less than 5.7 s uare feet. The net clear R 322.1.6 Protection of mechanical, plumbing and electrical systems. Electrical systems, equipment and components; heating, ventilating, air conditioning; plumbing R502.4 Joists under bearing partitions: Provide 2x full depth blocking 0 48" o.c. max. where beam is not located under wall to allow for piping or vents. O CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA 8310.2.1 Minimum opening area. Emergency and escape rescue open ng s a P 9 q a Dances and lumbin fixtures; ducts stems; and other service a ui ment shall be located at or above the elevation re uired in Section R322.2 or height opening shall be not less than 24 inches and the net clear width shall be not less than 20 inches. PP P 9 y q P q � r, 8502.6 The ends of each joist, beam or girder shall have not less than 1 1/2 inches of bearing on wood or metal and not less than 3 inches of bearing � T � Wind Desi n SUBJECT TO DAMAGE FROM WINTER ICE BARRIER Air Mean R310.2.2 Window sill hei ht. Where a window is rovided as the emergency escape and rescue opening, it shall have a sill height of not more than 44 inches R322.3. H w GROUND 9 SEISMIC FLOOD 9 P on masonry or concrete or alternatively, the ends of joist shall be supported on a 1"x4" ribbon strip and shall be nailed to adjacent stud. W Exception: Locating electrical systems, equipment and components; heating, ventilating, air conditioning; plumbing appliances and plumbing fixtures; duct DESIGN UNDERLAYMENT Freezing Annual above the floor• where the sill hei ht is below rode, it shall be provided with a window well in accordance with Section 8310.2.3. 8502.7 Lateral restraint at su orfs. Joists shall be su orted lateral) at ends b full de th solid blockin orb attachment to band or rim joist. (A SNOW SPEED Topographical Special Wind DESIGN FROST LINE IT ECAY HAZARDS 9 9 s stems; and other service equipment is permitted below the elevation required in Section R322.2 or R322.3 provided that they are designed and installed to pP pP Y Y P 9 Y 1 . CATEGORY WEATHERING P H TERM E D TEMP REQUIRED Index Temp Window wells. The horizontal area of the window well shall be not less than 9 square feet with a horizontal projection and width of not less than 36 y 502.8.2 En ineered wood roducts. Cuts notches and holes bored in trusses structural corn osite lumber, structural lue-laminated members, p LOAD (mph) Effects Wind bourne DET 8310.2.3 prevent water from entering or accumulating within the components and to resist hydrostatic and hydrodynamic loads and stresses, including the effects of R g p P 9 _ Region Debris inches. The area of the window well shall allow the emergency escape and rescue opening to be fully opened. bun ant , durin the occurrence of floodin to the desi n flood elevation in accordance with ASCE24. Electrical Wrin s stems are ermitted to be located cross-laminated timber members or I-joists are rohibited exce t where ermitted b the manufacturer's recommendations or as shown on these zone R310.2.3.1 Ladder and steps. Window wells with a vertical depth greater than 44 inches shall be equipped with a permanently affixed ladder or steps usable with Y Y 9 9 9 9 y P 1 P P P Y Ctl II inject 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. 10 the window in the fully open position. Ladders or rungs shall have an inside width of not less than 12 inches, sha p 1 R 322.1.7 Protection of water su I and sanita sewn e s stems. 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 prepared by a registered truss design ❑ �. 4 MODERATE SLIGHT TO PPY ry 9 Y O 20 140 NO (B) SEVERE 36" TO HEAVY MODERATE Degrees Yes X 1500 from the wall and shall be spaced not more than 18 inches on center vertically for the full height of the window well. of flood waters into the system in accordance with the plumbing provisions of this code. professional where required by the statues of the jurisdiction in which the project is to be constructed. 8310.2.3.2 Drainage. Window wells shall be designed for proper drainage by connecting to the building's foundation drainage system required by Section 8405.1 R 322.1.8 Flood-resistant materials. Building materials and installation methods used for flooring and interior and exterior walls and wall coverings below the elevation or by an approved alternative method. re uired in Section R322.2 or R322.3 shall be flood dams e-resistant materials that conform to the rovisions of FEMA TB-2. �'1� 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 q 9 P Section 8506 Concrete Floors (On Ground) P4 with the United Soil Classification S stem, Grou I soils, as detailed in Table 8405.1. R 322.2.2 Enclosed area below design flood elevation. Enclosed areas, including crawl spaces, that are below the 8506.1 Concrete slab on grades to be min 3-1/2 inches thick. r ) 1. Exposure B. Urban and suburban areas, wooded areas or other terrain with numerous closely spaced obstructions having the size of single family dwellings Y P V design flood elevation shall: 8506.2.2 Base. A 4 inch thick base course consisting of clean graded sand, gravel, crushed stone, crushed concrete or crushed blast-furnace slag passing 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. e rain with scattered obstructions havin a hei ht less than 30 feet extending more than 1500 feet. Exposure D extends downwind 8311.7 Stairways a 2-inch sieve shaA be placed on the prepared subgrade where the slab is below grade. 2. Exposure C. Open t r 9 9 2. Be provided with flood openings that meet the following criteria and are installed in accordance with Section R322.2.2.1: Exception: A base course is not required where the concrete slab is installed on well-drained or sand-gravel mixture soils classified as Group I F- 600 feet from the partially obstructed area. Includes flat open country and grassland. R311,7.1 Width. Stairways shall be not less than 36 inches in clear width at all points above the permitted handrail height and below the required headroom 2,1 The total net area of non-egineered openings shall be not less than 1 square inch for each square foot of enclosed area where the enclosed area according to the United Soil Classification System in accordance with Table R405.1. Q yeas ex sed to wind flowin over o en 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 1h inches where a is measured on the exterior of the enclosure walls. _ ~ 3. Exposure t Flat, unobstructed a po g p R506.2.3 Vapor retarder. A 6 mil (0.006 inch) polyethylene or approved vapor retarder with joints lapped not less than 6 inches shall be placed between feet from the unobstructed area. handrail i. installed on one side of s inches where handrails are provided s. 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 prepared subgrade where no base course exists. The vapor retarder is not required for Garages, � r ) 8311.7.2 Headroom. The headroom in stairways shall be not less than 6 feet 8 inches. 1. There shall be not less than two openings on different sides of each enclosed area; if a building has more than one enclosed area below the design utility buildings and other unheated accessory structures. Z v R301.3 Story Height. The wind provisions of this code shall apply to buildings with story heights not exceeding 11 feet 7 inches and the laterally unsupported R311.7.3 Vertical rise. A flight of stairs shall not have a vertical rise larder than 151 inches (12.58') between floor levels or landings. flood elevation, each area shall have openings. bearing wall stud height permitted by Table R602.3(5). Individual walls or wall studs shall be permitted to exceed these limits as permitted by Chapter 6 R311.7.5.1 Risers. The riser height shall be not more than 8 1/4 per supplement. W 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 Section 8602 Wood Wall Framing provisions, provided that story heights are not exceeded. An engineered design shall be provided for the wall or wall framing members where the limits of R311.7.5.2 Treads. The tread depth shall be not less than 9 inches per supplement. immediately under each opening. R602.3 Design and construction. Components of exterior walls shall be fastened in accordance with Tables R602,3(1) through R602.3(4). Wall sheathing 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 U resist wind loads shall be in accordance with the Buildin Code. 8311.7.5.3 Nosings. A nosing projection not less than 3/4 inch and not more than 1 to 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 shall be fastened directly to framing members and shall confirm to the requirements of Table R602.3(3). O 9 section. 8311.7.8 Handrails shall be provided on not less than one side of each flight of stairs with four or m ore risers. 2. Th R311.7.8.4 Continui . Handrails for stairways shall be continuous for the full length of the flight with winders, at landings, or over lowest tread. R 322.3 Coastal high-hazard areas (including V Zones and Coastal A Zones, where designated) Elevation requirements. 8302.2 Townhouses. Common walls separating townhouses shall be assigned o fire cresistance rating in accordance with Section ity of , Item 1 or a common tY 1. Buildings and structures erected within coastal high-hazard areas and coastal A Zones, shall be elevated so that the bottom of the lowest horizontal wall shared by two townhouses shall be constructed without plumbing or mechanical equipment, ducts or vents in the cavity of the common wall. The wall Exceptions: rated for fire ex posure 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 shall be T floor elevation plus 1 foot or the design flood elevation, whichever is higher. TABLE 8602.3(1) FASTENING SCHEDULE installations shall be in accordance with Chapters 34 through 43. Penetrations of the membrane of common walls for electrical outlet boxes shall be in R311.7.10.1 Spiral Stairways. Spiral stairways are permitted provided that the clear with at and below the handrail is not less than 26 inches and the walkline 2, Basement floors that are below rade to all sides are hic hive i R 322.3.3Foundations. Buildings and structures erected in coastal high-hazard areas - accordance with Section 8302.4. radius is not greater than 24} inches. Each trend shall have a depth of not less than 6 inches at the walkline. All treads shall be identical, and the 9 DISCRIPTI014 FASTENING (a,b,c,d) 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 rise shall not be more than 94 inches. Headroom shall not be less than 6 feet 6 inches. cnd Coastal A Zones shall be supported on pilings or columns. assembly tested in accordance with ASTM E 119 or UL 263. 1. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE THREE 8D COMMON, TOE NAIL 2. Where a fire s rinkler s stem in accordance with Section P2904 is not provided, the common wall shall be not less than a 2-hour-resistance-rated wall R 311.8 Ramps. Section R325 Mezzanines 2. CEILING JOISTS TO TOP PLATE THREE 8D COMMON. TOE NAIL P Y R 311.8.1 Maximum slope. Ramps serving the egress door required by Section R 311.2 shall have a slope of not more than 1 unit vertical in 12 units R 32.2 Mezzanines. The clear height above and below mezzanine floor construction shall be not less than 7 feet. Habitable attics shall comply with section 8325.6 assembly tested in accordance with ASTM E 119, UL 263, or section 703.3 of the Building Code. 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: F 3. CEILING JOISTS NOT ATTCHED TO RAFTER , LAPS THREE 16D COMMON FACE NAIL R 32.3 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 ( ) TABLE 8302.1(1) Where it is technically infeasible to comply because of site constraints, ramps shall have a slope of not more than 1 unit vertical in 8 units OVER PARTITIONS r` r` r` r` 0O 00 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 ui EXTERIOR WALLS horizontal (12.5 percent). located. 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 0 4. CEILING JOIST TO PARALLEL RAFTERS + LAPS TABLE 8802.5.1(9) FACE NAIL 0 N N N M rt; xr N x' to R 32,.4 Means of egress. The means of egress for mezzanines shall comply with the applicable provisions of Section 8311. 5. COLLAR TIE TO RAFTERS THREE 10D EACH FACE NAIL ❑ N N M M a; M ui EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE sphere 4 inches or more in diameter. R 32'.5 Openness. Mezzanines shall be open and unobstructed to the room in which they are located except for walls not more than 36 inches in height, columns FIRE-RESISTANCE RATED 1 HOUR 0 feet R 312.2.1 Window sills. In dwelling units, where the top of the sill of an operable window opening is located less than 24 inches above the finished floor and and posts. 6. RAFTER OR ROOF TRUSS TO PLATE THREE IOD COMMON 2 ON SIDE + 1 ON OTHER TOE NAIL WALLS NOT FIRE-RESISTANCE RATED 0 HOURS 25 feet greater than 72 inches above the finished grade or the other surface below on the exterior of the building, the operable window shall comply with one Exceptions: 7. ROOF RAFTERS TO RIDGE, VALLEY OR HIP THREE 10D COMMON. TOE NAIL PROJECTIONS FIRE-RESISTANCE RATED 1 HOUR ON THE UNDERSIDE 22 feet to <5 feet of the following: RAFTERS 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 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 TABLE 8302.1(2) position, enclosed space is not greater than 10 percent of the mezzanine area. 8. STUD TO STUD (NO AT BWP) 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 FACE NAIL 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F 2090. Section R313, a mezzanine shall not be required to be open to the room in which the mezzanine is located. 9. STUD TO STUD (AT BRACED WALL PANEL) 16D COMMON AT 16"O.C. MINIMUM MINIMUM FIRE 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. 10. BUILT UP HEADER, TWO PIECES 16D COMMON AT 16"O.C. ALONG EACH EDGE FACE NAIL EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE R312.2.2 Window opening and control devices. Window opening control devices shall comply with ASTM F 2090. The window opening control device, after 8401.4.1 In lieu of a complete geotechnical evaluation footings shall be placed on rock, sand gravel and/or gravel, sand, silty sand, clayey sand, silty gravel or 11. CONTINUOUS HEADER TO STUD FOUR 8D COMMON. TOE NAIL 6i z cn FIRE-RESISTANCE RATED 1 HOUR 0 feet operation to release the control device allowing the window to fully open, shall not reduce the net clear opening area of the window unit to less than clayey gravel with a presumptive design load bearing value of 2,000 PSF. Do not place footings on soil that consists primarily of clay or silt or have z Z z o z z Z En w w WALLS 12. TOP PLATES TO TOP PLATE 16D COMMON ® 16"0/C FACE NAIL O O O I= O O Z a a NOT FIRE-RESIS1rANCE RATED 0 HOURS 3 feet the area required by Section R310.2.1. any inorganic material or fill. �_ �_ ¢ �_ (O a a 13. DOUBLE TOP PLATES SPLICE 8-16D COMMON FACE NAIL > o g > > TABLE R402.2 Concrete: A 28 day minimum compressive strength (f'c) is required at the following locations: > > > w > > a ❑ ❑ - I se gratin townhouses shall be continuous from the foundation to the underside of the roof sheathing, Section R313 Automatic Fire Sprinkler Systems 2. Basement walls exposed to weather: 3000 psi plus 5 to 7% air entrainment ON EACH SIDE OF END JOINT (24'MIN lAP SIPICE w w w W w w R302.2.3 Continuity. The fire-resistance rated wall or assemb y p g LENGTH EACH SIDE OF ENO JOINT) w rY xn v v v deck or slab. The fire-resistance ratin 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 9 assessor structures. automatic sprinkler system. R 40;.1.4.1 Frost protection: Bottom of all footings to be at least 36" below grade. 14. BOTTOM PLATE TO JOIST OR BLOCKING (NOT AT BWP) 16D AT 16 O.C. FACE NAIL o R302.2.4 Parapets for townhouses. R313.1.1 Design and installation. Automatic residential fire sprinkler systems for townhouses shall be designed and installed in accordance with Section P2904 R 403.1.5 Stepped Footings: Step footing 1 ft vertical maximum on 2 feet horizontal where slope of footing bottom exceeds 10% 15. BOTTOM PLATE TO JOIST OR BLOCKING (AT BWP) 2-16D AT 16"O.C. fACE NAIL `� 1. The parapet shall extend not less than 30 inches above the roof surfaces. or NFPA 13D. R 403.1.3.6 Isolated concrete footings. In detached one and two family dwellings that are three stories or less in height and constructed with stud bearing walls, 16. TOP OR BOTTOM PLATE TO STUD TWO 16D COMMON. END NAIL Q Exce tion: A aro et is not re uired in the preceding two cases where the roof covering complied with a minimum Class C rating as tested in accordance with 8313.2 One and two family dwellings automatic fi f systems. One and two family dwellings having a height of three stories above grade shall be equipped isolated plain concrete footings supporting columns or pedestals are permitted. FOUR 8D COMMON. TOE NAIL P P P q throughout with an automatic sprinkler sys em. 0 and the roof deckin or sheathin is of noncombustible materials ora roved fire-retardant-treated wood for a distance of 4 feet on R 403.1.6 Foundation Anchorage: Wood sole plates at exterior walls on slabs and all wood foundation wall sill plates shall be anchored with h inch diameter ASTM E 108 or UL 79 g 9 PP d is installed direct) beneath the roof deckin or sheathin , su orted by not less R313.2,1 Design and installation. Automatic residential fire sprinkler systems shall be designed and installed in accordance with Section P2904 or NFPA 13D. each side of the wall or walls or one layer of 5/8 inch Type X gypsum boar y 9 9 PP anchor bolts spaced as shown on the plans and details. Bolts shall extend a minimum of 7 inches into concrete and located in the middle third of 17. TOP PLATES, LAPS AT CORNERS + INTERSECTION 2-16 M A AIL 1 mm led ers attached to the sides of the roof framin 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 F- than nominal 2 inch (5 ) g 9 walls and an o enin s ar enetrabons 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. 22, RIM JOIST OR BLOCKING TO SILL OR TOP PLATE 8D COMMON @ 6"0/C TOE NAIL Z W Y P 9 P a such that their 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 lac ted lower roof. The common wall construction from the lower roof to the underside of the higher roof deck shall have not less than a 1-hour fire-resistance deflectors are within 1 inch to 6 inches below the structural members and a maximum distance of 14 inches below the deck of the 27. BUILT UP GIRDERS AND BEAMS 2X LUMBER 20D COMMON AT 32"O.C. T&B STAGGERED FACE NAIL AT EACH LAYER 2 rating. The wall shall be rated for exposure from both sides. exterior balconies and decks that are constructed of open wood joist construction. 28. 2X LEDGER THREE 16D COMMON AT EACH JOIST OR RAFTER. FACE NAIL � R302.2.6 Structural independence. Each individual townhouse shall be structurally independent. TABLE 8404.1.2(1) 31. WOOD STRUCTURAL PANELS: SUBFLOOR, 6D COMMON (WALL) 6" o/c at edges and OJ O m Exceptions: Section R314 Smoke Alarms Minimum Horizontal Reinforcement for Concrete Basement Walls ROOF, AND WALL SHEATHING TO FRAMING 8D COMMON (ROOF) 12"o/c at interior LL► o 1. Foundations supporting exterior walls or common walls. R314.1 General. Smoke alarms shall comply with NFPA 72 and Section R314. MAXIMUM UNSUPPORTED 8D COMMON (SUBFLOOR) supports (see note f) W w � 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 = R302.3 Two-famil dwellin s. Dwellin units in two-family dwellings shall be separated from each other by wall and floor assemblies having not less than a 1-hour with UL 2034. WALL (FEET) a. All nails are smooth-common, box or deformed shanks except where otherwise stated. Nails used for framing and sheathing v ❑ y 9 9 Z -esistance-rated floor ceilin 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), fire-resistance rating whx;re tested in accordance with ASTM E 119 or UL 263 or section 703.3 of the Building Code. Fire r / g C� 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. d. 4-foot-by-8 foot or 4 foot by 9 foot panels shall be applied vertically U) 4 sheathing. 2. Outside each separate sleeping area in the immediate vicinity of the bedrooms. ONE NO. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY W ii Exceptions: 4. Smoke alarms shall be installed not less than 3 feet (914 mm) horizontally from the door or opening of a bathroom that contains a bathtub or 8 AND ONE NO. 4 BAR NEAR THIRD POINTS IN THE WALL STORY w Intermediate supports shall be spaced 6 inches on center for a minimum of 48 inch distance from ridges, eaves and gable end ( T 1 walls and 4 inches on center to gable end wall framing. � 1.A fire-resistance rating of % hour shall be permitted in buildings equipped throughout with an automatic sprinkler system installed in accordance with NFPA shower. 13, R314.3.1 Installation near cooking appliances. Smoke alarms shall not be installed in the following locations unless this would prevent placement of a smoke ❑ R302.3.1 Supporting construction. Where floor assemblies are required to be fire-resistance rated by Section R302.3, the supporting construction of such assemblies alarm in a location required by Section R314.3. TABLE R404.1.2(8) Minimum Vertical Reinforcement for 8, 10 and 12 inch Concrete Basement Walls W 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. iii � INIM M VERTICAL REINFORCEMENT BAR J - ches thick or 20 minute fire-rated doors a ui ed with a self-closin device. Doors n alarm-silencin switch shall not be installed less than 10 feet 3048 mm horizontal) from a ermanently installed M U 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 t- 0 8302.5.1 Opening Protection. Honeycomb core steel doors not less than 1 3/8 In q PP 9 2. Ionization smoke alarms with a g ( ) Y P SIZE AND SPACING (INCHES) from garage into habitable space: 45 min. fire rated with self - closing device or automatic - closing device. cooking appliance. wall studs at 16 inches on center with a maximum height of 10 feet shall support a maximum of two 'floor plus roof/ceiling assembly. Exceptions: F_ R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum 3. Photoelectric smoke alarms shall not be installed less than 6 feet (1828 mm) horizontally from a permanently installed cooking appliance. MAXIMUM UNSUPPORTED MAXIMUM UNBALANCED DESIGN LATERAL SOIL PRESSURE OF Where designed by in accordance with accepted engineering practice or where the ultimate design wind sipeed is less than or equal to 130 mph, z m roved material and shall not have o enin s into the ora e. WALL HEIGHT &4CKFILL HEIGHT 45 PSF PER FOOT OF DEPTH 2X6 #2 grade studs supporting a roof load with not more than 6 feet of tributary length shall have a rmaximum wall height of 18 feet when � � J No. 26 gage sheet steel or other app 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. w llin - arae fire se oration. The arae shall be se arated as re uired by Table R302.6. Openings in garage walls shall comply with Section R302.5. arm devices shall be connected in such a manner that the actuation of one alarm will activate all of the alarms in the WALL THICKNESS (INCHES) spaced at 16 inches on center and 20 feet where spaced at 12 inches on center. Z S v R302.6 D e g g g p 9 9 P q Section R314.3, the al Attachment of gypsum board shall comply with Table 8702.3.5. The wall separation provisions of Table 8302.6 shall not apply to garage walls that are individual dwelling unit. 8 10 12 8602.3.2 Top plate. Wood stud walls shall be capped with a double top plate installed to provide overlapping at corners and intersections with bearing G� F� ❑ U) perpendicular to the adJacent dwelling unit wall. partitions. End joints in top plates shall be offset not less than 24 inches. Joints in plates need not occur over studs. Plates shall be not less 8 7 NR NR NR �t\1 EST . �., TABLE 8302.6 Garage walls: 5/8 inch type X gypsum board on garage side, 1/2 inch type X gypsum board on opposite wall side at habitable areas. Garage ceiling: 5/8 than 2 inches nominal thickness and have a width not less than the width of the studs. 0 I C 0 Section 8315 Carbon Monoxide Alarms s B 5 ® 41 NR NR 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 * �2� �� type X gypsum board R315.1 General. Carbon monoxide alarms shall be rovided in accordance with section 915 of the Fire Code of NYS. 10 9 s ® 41 5 0 22 NR - .!- 1 m R302.9 Flame Spread & Smoke Density Index. R309.2.1: Well & ceiling finishes shall have a flame spread classification of not greater than 200. R30.9.2: Wall & Ceiling P exterior walls and bearing walls, figure R602.6(2) Notching and bored hole limitations for interior non bearing walls & figure R602.6.1 top plate a 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 , r z n R302.11 Fire blocking shall be provided in wood-framed construction in the following locations: NR denotes no reinforcing required. each side. Follow manufacturers specifications for engineered products. (figure R602.6.1) u , '� 'i 1. In concealed spaces of stud walls and partitions, including furred spaces and parallel rows of studs or staggered studs, as follows: Locate vertical bars tY," clear from inside face of walls. The center of bars shall not vary from this by more than inch. ,__ �� 1.1 Vertically at the ceiling and floor levels. 1.2 Horizontally at intervals not exceeding 10 feet. nnections between concealed vertical and horizontals aces such as occur at soffits, drop ceilings and cove ceilings. �� 2. At Interco P w Y 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. 4. At openings around wants, pipes, ducts, cables and wires at ceiling and floor level, with an approved material to resist the free passage of flame and products of combustion. The material filing this arnular 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. JOB NUMBER 6. Fire blocking of comites of a two-family dwelling is required at the line of dwelling unit separation. R302.11.1 Fireblocking materials. Except as provided in Section R302.1, Item 4, fireblocking shall consist of the 1 following materials. O y W 1. Two-inch nominal lumber. T T 2. Two thicknesses of 1" nominal lumber with broken lap joints. UNIT 4 6 t./ N � < 3, One thickness of 23/32 inch wood structural prnels with joints backed by 23/32 inch wood structural panels Q SHEET NUMBER 4. One thickness of 3/4 inch particleboard with joints backed by 3/4 inch particleboard. Z 5. One half inch gypsum board. T T _ 6. One quarter inch cement based millboard. M O D EL C MODEL O 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. ��JJ 1lJJ W COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED TRUSS IDENTIFICATION SIGN C/)TABLE R602.3(3) W 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, crawls ace walls and the perimeter of P2607.2 Pipes penetrating exterior walls. Where a pipe penetrates an exterior wall, waterproof seal shall be made on the exterior of the wall by one of the following PART 1265. RESIDENTIAL STRUCTURES WITH TRUSS Z ;__4 , ( ) P pP P P �1 ULTIMATE DESIGN slab-on-grade floors shall have rigid, opaque and weather-resistant protective covering to prevent the degradation of the insulation's thermal performance. methods: TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND OR TIMBER CONSTRUCTION 2 E MINIMUM NAIL PANEL NAIL WIND SPEED V ult The protective covering shall cover the exposed exterior insulation and extend not less than 6 inches (153 mm) below grade. 1. A waterproof sealant applied at the joint between the wall and the pipe. Z) � q SPACING 2. A flashing of an approved elastomeric material. 6" DIA. U 2 MINIMUM MINIMUM MAXIMUM WALL (mph) N1101.14 (R401.3) Certificate (Mandatory). A permanent certificate shall be completed by the builder or other approved party and posted on a wall in the where the g PP REFLECTIVE RED O 4�� M furnace is located, a utility room or an approved location inside the building. P2801.6 Required pan. Where a storage tank-type water heater or a hot water storage tank is installed in a location where water leakage from the tank will cause (� 6 WOOD NOMINAL PANEL STUD SPACING PANTONE PMS 187 V 2 WIND EXPOSURE damage, the tank shall be installed in a pan constructed of one of the following: (PMS) # SIZE PENETRATION STRUCTURAL THICKNESS (INCHES) TABLE N1102.1.2 (R402.1.2) :i= (INCHES) PANEL. SPAN (INCHES) EDGES FIELD CATEGORY 1. Galvanized steel or aluminum of not less than 0.0236 inch (0.6010 mm) in thickness. N Z � ` RATING (INCHES O.C.) (INCHES O.C.) Insulation and fenestration Requirements by Component B C D 2. Plastic not less than 0.36 inch (0.9 mm) in thickness. CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENT SLAB CRAWL 3. Other approved materials. O #� � r- 2 8d 1.75 24/16 7/16 16 6 12 170 140 135 ZONE n U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE & SPACE U ■� 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 EFLECi1VE N R-VALUE index of 450 or less when tested in accordance with ASTM E84 or UL723. 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 z WHITE N O N 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 *CU-N co "� En . I practice. Section T101 Scope Z L- m U) 6 `n N1102.2.2 (R402.2.2) Ceilings without attic spaces. Where section N1102.2 would require insulation levels above R-30 and the design of the roof/ceiling assembly does T101.1 General. The provisions shall be applicable for new construction where solar-ready provisions are required. 1/4" C0 >✓ a� W M 1/2" V Q w C M R802.11 Rafter or truss uplift force. not allow sufficient space for the required insulation, the minimum required R-value for such roof/ceiling assemblies shall be R-30. The insulation shall TRUSS IDENTIFICATION SIGN STROKE _ U �' " speed. Roof itch > 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 COMPUANCE WITH 19 NYCRR 1264 00 For rafters at 16 o/c in 1301nph windp / p Solar-Read Zone. A section or sections of the roof or building overhang designated and reserved for the future installation of a solar SIGNS IDENTIFYING THE EXISTANCE OF TRUSS CONSTRUCTION SHALL CONSISTS OF A CIRCLE 6'IN ❑ V M Span (ft) 12 18 24 28 32 36 42 48 N1102.1.2 shall be limited to 500 sf (46 ms) or 20 percent of the total insulated ceiling area, whichever is less. Y 9 9 9 OK ce) `- Uplift Force 117 149 182 203 226 247 281 314 N1102.2.4 (R402.2.4) Access hatches and doors. Access doors from conditioned spaces to unconditioned spaces such as attics and crawl spaces shall be photovoltaic or solar thermal system. DIAMETER,WITH A STROKE WIDTH OF 1/2". THE SIGN BACKGROUND SHALL BE REFLECTIVE WHITE IN Increase x1.09 for pitch < 5712. Increase x 1.5 for 24'o/c spacing. Increase x 1.32 for 140 mph. weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. COLOR.THE CIRCLE AND CONTENTS SHALL BE REFLECTIVE RED IN COLOR,CONFORMING TO PANTONE 0 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) 1187. P4 a- R702.3.5.1 Screw fastening. Screws for attaching gypsum board and g1Psum 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. SEC70N 1265.4.SIGN OR SYMBOL and shall penetrate the wood not less than 5/8 inch. N1102.2.8 R402.2.8 Floors. Floor framing-cavity Insulation shall be installed to maintain permanent contact with the underside of the subfloor decking. T103.3 Solar-ready zone area. The total solar-ready zone area shall be not less than 300 square feet (27.87 m2) exclusive of mandatory access or set back THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BY AFFIXED E THE ELECTRICAL BOX ATTACHED W R702.4 Ceramic Tile. ( ) 9 y P TO THE EXTERIOR OF THE RESIDENTIAL STRUCTURE PROVIDED,HOWEVER,THAT: IS AFFIXING THE SIGN OR N1102.2.9 R402.2.9 Basement walls. Walls associated with conditioned basements shall be insulated from the top of the basement wall down to 10 feet (3048 mm) areas as required by the International Fire Code. New multiple single-family dwelling (townhouses) three stories or less in height above grade plane and with SYMBOL TO THE ELECTRICAL BOX WOULD OBSCURE ANY METER ON THE ELECTRIC BOX,OR IF THE UTILITY 02.4.2 Backer boards. Materials used as backers for wall tile in tub and shower areas and wall panels in shower area shall be of materials listed in Table R702.4.2, below rade or to the basement floor, whichever is less. Walls associated with unconditioned basements shall meet this requirement unless the floor overhead a total floor area less than or equal to 2,000 square feet (185.8 m2) per dwelling shall have a solar-ready zone area of not less than 150 square feet PROVIDING ELECTRICAL SERVICE TO THE RESIDENTIAL STRUCTURE DOES NOT ALLOW THE SIGN OR SYMBOL R7 g , 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 N1102.4.2 (R402.4.2) Fireplaces. New wood-burning fireplaces shall have tight-fitting flue dampers or doors, and outdoor combustion air. Where using tight-fitting of access or set back areas as required by the International Fire Code. WALL OF THE RESIDENTIAL STRUCTURE AT A PONT IMMEDIATELY ADJACENT TO THE ELECTRICAL BOX THE z 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 O2 SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED PRIOR TO THE ISSUANCE OF A CERTIFICATE TABLE R702.4.2 doors on factory-built Backer Board Materials T103.7 Roof load documentation. The structural design loads for roof dead load and roof live load shall be clearly indicated on the construction documents. OF OCCUPANCY OR A CERTIFICATE OF COMPLIANCE. MATERIAL STANDARD TABLE N 1 102.4.1.1 (R402.4.1.1) T103.9 Electrical service reserved space. The electrical service panel shall have a reserved space to allow installation of a dual pole circuit breaker for future solar IFICATIONS: U 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. N4IE: 5/8 INCH THICK ROOF SHEATHING IS TO BE USED NONASBESTOS FIBER-CEMENT BACKER BOARD ASTM C 1288 OR ISO 8336, CATEGORY C GENERAL REQUIREMENTS A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE BUILDING ENVELOPE. THE EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINUOUS AIR BARRIER. , WHEN ROOF TRUSSES ARE SPECIFIED AS THE ROOF FRAMING MEMBERS. Cn NONASBESTOS FIBER MAT REINFORCED CEMENTITIOUS BACKER UNITS ASTM C 1325 BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. E 3901.7 Outdoor outlets. A water proof outlet is required for any size, deck, porch, or balcony that is accessible from inside dwelling unit. At least one installed at Z the front and back of dwelling units. 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: 0 TABLE R703.8.1 CEILING/ ATTIC THE AIR BARRIER IN ANY DROPPED CEILING/ SOFFIT SHALL BE ALIGNED WITH THE INSULATION AND ANY 9 D (EQUATION 16-8) () GAPS IN THE AIR BARRIER SEALED. E 3901.9 Garage Outlets. Garage receptacle, outlets must be serviced by a separate branch circuit that does not supply other outlets. At least one receptacle outlet D + L (EQUATION 16-9) Of Allowable Spans for steel lintels supporting masonry veneer ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE WALL DOORS TO UNCONDITIONED ATTIC SPACES SHALL is required for each car space in a garage. BE SEALED. D + S (EQUATION 16-10) SIZE OF STEEL ANGLE NO STORY ONE STORY TWO STORIES E 3902.14 Location of GFCI outlets. All GFCI outlets must be placed in readily accessible locations. D + .6W (EQUATION 16-12) LL Ln a,c (inches) ABOVE ABOVE ABOVE WALLS THE JUNCTION OF THE FOUNDATION AND THE SILL PLATE SHALL BE SEALED. 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) 0 M L3x3x1/4 s'-o' 4'-6" 3'-0" KNEE WALLS SHALL BE SEALED. D = DEAD LOAD, L = LIVE LOAD, S = SNOW LOAD, W = LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30 OF Z (r ` ' J L4x3x1/4 8'-O" 5'-0" 4'-6" WINDOWS. SKYLIGHTS AND THE SPACE BETWEEN WINDOW/ DOOR JAMBS AND FRAMING, AND SKYLIGHTS AND FRAMING SHALL BE (� C) ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND SPEED (101 MPH BASIC DESIGN WIND SPEED) IN EXPOSURE CATEGORY B. L5x3.5x5/16 10'-0" 8' O' s'-o" DOORS SEALED. 1:1DESIGN LOADS: TABLE R301.7 ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: 1l L6x3.50/4 14'-0" 1 9'-6" 1 7'-0' RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD UP LOADS AS REQUIRED BY ASCE7-10 , TCDL = 15 PSF, FLOORS (INCLUDING ABOVE THE AIR BARRIER SHALL BE INSTALLED IN ANY EXPOSED EDGE OF INSULATION THE FOLLOWING LIVE LOADS: SCLL=IOPSF, AND BCDL = 10 PSF. PROVIDE ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. a. Lon le of the angle shall be laced in a vertical position. GARAGE AND CANTILEVERED ALLOWABLE 9 9 9 P P FLOORS) ROOF: STRUCTURAL MEMBER 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) DEFLECTION TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75'. SPACE SHALL BE SEALED. MINIMUM DISTRIBUTED ONE LOAD PER TABLE R Rafters having slopes greater than L/180 �j R703.12 Adhered masonry veneer installation. Adhered masonry veneer shall comply with the requirements of Section R703.7.3. (FOR SOLAR READY ROOF DESIGN LOAD ADD: 244 POUNDS TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL INCLUDE THE R703.12.1 Clearances. On exterior stud walls, adhered masonry veneer shall be installed: GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE AND CONDITIONED SPACES. PER LINER FOOT DEAD LOAD FOR ROOF FRAMING) 3:12 with no finished ceiling attached FOLLOWING INFORMATION: I,-� 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 B ALL JOINTS. Wk vertical attachment flange of 3 1/Z 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. stud walls in accordance with Section R703.4. EXTERIOR WALL FROM THE SHOWERS AND TUBS. UNINHABITABLE ATTIC W/0 STORAGE: 10 PSF 4.1. TOP CHORD LIVE LOAD . SNOW LOAD. � W Floors and ceilings w/ brittle finish L/360 4.2. TOP CHORD DEAD LOAD. L j r-� R703.8.2.2. Support by roof construction. A steel angle shall be placed directly on top of the roof construction. The roof supporting construction for the steel angle shall ELECTRICAL/ PHONE BOX THE AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL OR COMMUNICATION BOXES OR AIR SEALED UNINHABITABLE ATTIC WITH STORAGE: 20 PSF 4.3. BOTTOM CHORD LIVE LOAD. 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 0 / 4.4. BOTTOM CHORD DEAD LOAD. . anchored with not fewer than three 5/8 inch diameter by 5 inch lag screws to every wood stud spacing. Each additional wood roof member shall be Exterior walls with plaster Or stucco finish L/180 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. � Install flashing and wee holes. The maximum height of the brick veneer above the lintel ULTIMATE DESIGN WIND SPEED: 130 MPH FROM FIGURE R301.2(4)A 4.6. CONTROWNG WIND LOADS. m CA anchored by the use of two 10d nails at every wood stud spacing. g p 9 N1102.4.5 (R402.4.5) Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and / 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. shall be 12 feet 8 inches, with max 7:12 roof pitch. See figures R03.8.2.1 & R703.8.2.2. EXPOSURE CATEGORY: B FROM R301.2.1.4 Exterior Walls With brittle finishes L 180 F' �• , 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 wall studs with corrosion resistant metal ties embedded in mortar or rout and extending SEISMIC DESIGN CATEGORY: f FROM FIGURE 301.2.2 (exempt L 180 7. JOINT CONNECTOR TYPE AND DESCRIPTIONIZE THICKNESS OR GAGE AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY O R703.8.4 Anchorage: Masonry veneer shall be anchored to the the supporting - 9 9 in accordance with ASTM E 283 ata 1.57 psf (75Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the from seismic provisions of code per Exterior walls with flexible finishes / (E.G.,( ) into the veneer a minimum 1-1/2 inches, with not less than 5/8 inch mortar or grout cover to outside face. minimum tie size= 22 US gage. Minimum tie housing and the interior wall or ceiling covering. = 8d common nail. Airs ace= Nominal 1" between sheathing & veneer. EAch tie shall support not more than 2.67 square feet of wall area and _ - R301.2.2) LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. > �r fastenerp 9 C402.4 (R402.4.6)Tenant Separation Walls (Mandatory). Fire Separations between dwelling units in two-family dwellings and multiple single-family dwellings Lintels supporting masonry veneer L/600 B. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. shall be spaced not more than 32 on center horizontally and 24 inches on center vertically. (townhouses) shall be insulated to no less than R-10 and the walls shall be air sealed. PRESUMPTIVE LOAD-BEARING VALUE OF SOIL: 2,000PSF Per TABLE 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. P4 R703.8.5 Flashing shall be located beneath the first course of masonry above finished ground level above the foundation wall or slab and at other points of support., R401.4.1 Includes soil classes: GW, GP, SW, SP, SM, SC, 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. (� ) including structural floors, shelf angles and lintels where masonry veneers are designed in accordance with section R703.8. GM, and GC. 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. � `•/ R703.8.6 Weepholes shall be provided in the outside wythe of masonry walls at a maximum spacing of 33 inches on center. Weepholes shall not be less than 3/16 Section N1103 (R403) 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. � [� I will re uire a redesign n Systems NOTE: Soils with clay or clay and silt q g WOOD FLOOR TRUSS SPECIFICATIONS: ~ inch in diameter. Weepholes shall be located immediately above the flashing. of building footings. 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 N 1103.1 (R403.1) Controls (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. WOOD FLOOR TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE BUILDING CODE. P feet (3048 mm) to a buildinll on another lot. N 1103.1.1 (R403.1.1) Programmable thermostat. The thermostat controlling the primary heating or cooling system of the dwelling unit shall be capable of controlling A g g R EU I AT I 0 N S Exception: Walls perpendicular to the line used to determine the fire separation distance. the heating and cooling system on a daily schedule to maintain different temperature set points at different times of the day. This thermostat shall include 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: I- r ) Roof drainage l areas where expansive he li soils d colla determine soils are known to exist: All dwellings shall have a controlled method of water disposal from roofs the capability to set back or temporarily operate the system to maintain zone temperatures down to 55'F (13'C) or up to 85'F(29'C). The thermostat shall D (EQUATION 16-8) Z �•/ R801.3 Roo g p P 9 P A.B. ANCHOR BOLT D + L (EQUATION 16-9) � that will collect and discharge roof drainage to the ground surface not less than 5 feet from foundation walls or to an approved drainage system. initially be programmed by the manufacturer with a heating temperature set point no higher than 70'F (21'C) and a cooling temperature set point no lower D.S. DOWNSPOUT LT. WT. LIGHTWEIGHT RNG RANGE R802.1.5.4 Labeling each piece of Fire-retardant treated lumber and wood structural panels shall be labeled per section 802.1.1. than 78'F (26'C). A.F.F. ABOVE FINISH FLOOR DTL DETAIL LT. LIGHT R.O. ROUGH OPENING ADJ. ADJACENT/ADJUSTABLE EA EACH LVR. LOUVER R. RISER D = DEAD LOAD, L = LNE LOAD, U R802.4.2 Framingdetails. 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.J. EXPANSION JOINT L.T. LAUNDRY TUB RND ROUND FLOOR TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: O with a collar tie. 802.3 Ride board shall be not less than 1 inch 25 mm nominal thickness and not less in depth than the cut end of the rafter. At have an outdoor setback control that lowers the boiler water temperature based on the outdoor temperature. ALUM. ALUMINUM Ridge ( ) P ELEC. ELECTRICAL S.C. SAWCUT TCLL = 40 PSF, TCDL = 10 PSF, AND BCDL = 5 PSF 0 valleys and hips there shall tie a valley or hip rafter not less than 2 inch (51mm) nominal thickness and not less in depth than the cut end of the rafter. N1103.3 (R403.3) Ducts. Ducts and air handlers shall be installed in accordance with Sections N1103.3.1 through N1103.3.8. ANCH. ANCHOR ELEV. ELEVATION MAS• MASONRY 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 EQ. EQUAL MAT. MATERIAL SCHEM. SCHEMATIC / / al 25 percent sloe structural members that support rafters and ceiling -6 where less than 3 inches 76.2 mm in diameter. Supply and return ducts in other portions of the building shall be insulated to a ARCH. ARCHITECTURAL EQUIP 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". point. Where the roof pitch is less than three units vertical in 12 units horizontal ( p slope), pP g greater and R ( ) EQUIPMENT MDO MEDIUM DENSITY OVERLAY SHT. SHEET TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL INCLUDE THE joists, such as ridge beams, hips and valleys, shall be designed as beams. minimum of R-6 where 3 inches (76.2 mm) in diameter or greater and R-4.2 where less than 3 inches (76.2 mm) in diameter. ® AT EXP. EXPANSION Where ceiling joists or rafter ties are not provided, the ridge formed by these rafters shall be supported by a wall or girder designed in accordance with Exception: Ducts or portions thereof located completely inside the building thermal envelope. EXT. EXTERIOR MIN. MECHANICAL SIM. SIMILAR FOLLOWING INFORMATION: BD, BOARD MIN. MINIMUM S.S. STAINLESS STEEL 1. DEPTH, SPAN, AND SPACING. accepted engineering practices. N1103.3.2 R403.3.2 SealingMandato Ducts, air handlers and filter boxes shall be sealed. Joints and seams shall comply with section M1 R802.7.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural glue-laminated members, cross-laminated (Exceptions: BM BEAM) (Mandatory). pY 601.4.1. BLDG. BUILDING EACH END M.O. STL. STEEL 2. LOCATION STRUCT. STRUCTURAL 3. REQUIRED BEARING WIDTHS. OF ALL JOINTS. timber members or I-joists are prohibited except where permitted by the manufacturer's recommendations or where the effects of such alterations are MASONRY OPENING p spray p p pp / FLOOR COVERING CHANGE MTL. METAL SUSPENSION 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. specifically considered. 1. Air-impermeable s ra foam products shall be permitted to be applied without additional joint seals. BTM BOTTOM F C SUSP. 2. For ducts having static pressure classification of less than 2 inches of water column (500 Pa), additional closure systems shall not be required for BLKG. BLOCKING F.D. FLOOR DRAIN N.I.C. NOT IN CONTRACT SGD SLIDING GLASS DOOR 4.2. TOP CHORD DEAD LOAD. 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 BRG. BEARING SQ. SQUARE 4.3. BOTTOM CHORD LIVE LOAD. continuously welded joints and seams, and locking-type joints and seams of other than the snap-lock and button-lock types. FDN. FOUNDATION (NTS) NOT TO SCALE 4.4. BOTTOM CHORD DEAD LOAD. � r- r blocking, diagonal bridging (wood or metal) or a continuous 1 inch by 3 inch wood strip nailed across the rafter or ceiling joists at intervals not exceeding BRK BRICK N1103.3.3 (R403.3.3) Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage. FLR. FLOOR TB TOWEL BAR 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. ri o r; co ai cd 8 feet. BSMT BASEMENT FP FIREPLACE TONGUE AND GROVE 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. • single header and trimmer for openings � to 4'-0" and doubled over 4'-0" unless otherwise noted on plan. Connect with tecos for header N1103.4 (R403.4} Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105'F (41'C) or below 55'F (13'C) shall CENTER LINE O.C. ON CENTER T & G o R802.9 Trimmer joist. gp (L F.R. FIRE RATED TOP OF GRADE SLAB 6. EACH REACTION FORCE AND DIRECTION. be insulated to a minimum of R-3.N1103.7(R403.7) Equipment sizing and efficiency rating (Mandatory). Heating and cooling equipment shall be sized in OPER. OPERATOR TGS joist spans of 6'-0" and greater. C.M.U. CONCRETE MASONRY UNIT FRM FRAME TFW TOP OF FOUNDATION WALL 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY and insulation shall not block the free flow of air. Not less accordance with ACCA Manual S based on building loads calculated in accordance with ACCA Manual J or other calculated in accordance with ACCA Manual J C.J. CONTROL JOINT OPNG. OPENING R806.3 Vent and insulation clearances. Where eave or cornice dents are installed, blocking, bridging, FT. FOOT / FEET TYp TYPICAL LO 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 insolation and the roof sheathing and at the location of the vent, or other approved heating and cooling calculation methodologies. COL. COLUMN OPT. OPTIONAL P N1103.6 R403.6 Mechanical ventilation Mandato The building shall be provided with ventilation that meets the requirements of the 2015 International Mechanical FTG FOOTING T TREAD B. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. ( ) (Mandatory) g p q CONC. CONCRETE O.S.B. ORIENTED STRAND BOARD 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. Section R807 Attic Access Code (as amended), the 2015 International Residential Code (as amended), or the New York City Construction Codes, as applicable, or with other approved COND. CONDITION GA GAUGE TR TOWEL ROD 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. 9 G.C. GENERAL CONTRACTOR 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. inches (762 mm) or greater over an area of not less than 30 square feet (2.8m2). The vertical height shall be measured from the top of the ceiling CONST. CONSTRUCTION 1/S ONE SHELF U.N.O. UNLESS NOTED OTHERWISE GEN. GENERAL DRAFTSTOPPING: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR-CEIUNG ASSEMBLY, DRAFTSTOPS SHALL BE Section N1104 (R404) Electrical Power and Lighting Systems CTSK. COUNTERSUNK PC POURED CONCRETE ' cn framing members to the underside of the roof framing members. C.O. CASED OPENING GYP. GYPSUM VERT. VERTICAL INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DRAFTSTOPPING SHALL DMDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. z The rough-framed opening shall be not less than 22 inches by 30 inches (559 mm by 762 mm) and shall be located in a hallway or other readily N1104.1 (R404.1) Lighting and equipment (Mandatory). Not less than 90 percent of the permanently installed lighting fixtures shall contain only G.L. PBD. PARTICLE BOARD g p CANT. CANTILEVERGLUE LAM V.I.F. VERIFY IN FIELD WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR-CEILING ASSEMBLIES UNDER THE z Z z O z z z u) u� w accessible location. Where located in a wall, the opening shall be not less than 22 inches wide by 30 inches high (559 mm wide by 762 mm high). high-efficacy lamps. PL. PLATE Where the access is located in a ceiling, minimum unobstructed head-room in the attic space shall be 30 inches (762 mm) at some point above the C.T. CERAMIC TILE HGT. HEIGHT W WASHER FOLLOWING CIRCUMSTANCES: O O O ¢ O O Z CLG. CEILING HDWR. HARDWARE PNL. PANEL W/ WITH FLOOR FRAMING IS CONSTRUCTED OF TRUSS-TYPE OPEN-WEB OR PERFORATED MEMBERS. > j w j j a > access measured vertically from the bottom of ceiling framing members. See Section M1305.1.3 for access requirements where mechanical equipment is Section M1305 Appliance Access C.M. CROWN MOULD HORZ. HORIZONTAL,HORIZONTALOY PWD. PLYWOOD Of- VVp, WOOD MATERIALS: DRAFiSTOPPING MATERIAL SHALL BE NOT LESS THAN 1/2 INCH GYPSUM BOARD, 3/8 INCH WOOD STRUCTURAL PANELS. a HD.WD. PF. PREFABRICATED w a5 U U U located in attics. M1305.1 Appliances access for inspection service, repair and replacement. Appliances shall be accessible for inspection, service, repair and replacement without C.R. CHAIR RAIL HARDWOOD 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/0 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 T m R 902.1 Roofin 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. TYPICAL ROOF & FLOOR TRUSS NOTES: o g DBL. DOUBLE PSF POUNDS PER SQ.FT. s requiring their use o, 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 DIA I.D. INSIDE DIAMETER o jurisdictions designated by law a req g g ( ) DIAMETER P.T. PRESSURE TREATED TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND MANUFACTURE OF METAL-PLATE-CONNECTED WOOD TRUSSES SHALL N roofingrequired 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 INGR. IN GROUND COMPLY WITH ANSI/TPI1. THE TRUSS DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF NEW YORK. DLR. DIRECTION R 902.4 Rooftopmounted photovoltaic panel system. Rooftop m)unted photovoltaic panel system installed on or above the roof covering shall be tested, listed and along the centerline of the passageway from the opening to the appliance. ON DOWN INSUL. INSULATION QUAD. QUADRUPLE + TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT WOOD MEMBERS CLAMPED IN RIGID FIXTURES DURING ASSEMBLY TO REQUIRED'D RE identified with a fire classification in accordance with LL 2703. Class A, B or C photovoltaic panel system shall be installed in jurisdictions designated by law M1307.3 Elevation of ignition source. Appliances having an ignition source shall be elevated such that the source of ignition is not less than 18 inches (457 mm) DR. DOOR INT. INTERIOR RE Q Q INSURE TIGHT FITTING JOINTS. as requiring their use or where the edge of the roof i, less than 3 feet (914 mm) from a lot line. above the floor in garages, I.S. INSIDE CORNER REF. REFER TO REFERENCE DW DISH WASHER RMS. ROOMS TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND I- h wall assembly. 5' from the connection to the transition duct and reduced 2-1 2 inches for eve 45 degree bend and 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 R 903.2.1 Exposed wall flashing required to have akick-out where the eave of the roof intersects a wall to prevent water intrusion into the y M 1502 Clothes dryer duct maximum length not to exceed 3 / every 9 d DWG DRAWING be installed per manufacturer s 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 an KSI KIPS PER SQUARE INCH LATERAL STABIUTY IN ACCORDANCE WITH ACCEPTED INDUSTRY PRACTICE SUCH AS THE SBCA BUILDING COMPONENT SAFETY INFORMATION (BCSI) GUIDE TO GOOD PRACTICE FOR LJJ [� R 905.1.2 An ice barrier/ water shield shall I p P P y labeled in accordance with UL2158A. Exhaust duct size shall comply with code section M1506. HANDLING, INSTALLING & BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. 2 L-' 0 typical. Apply ice & water shield in fair weather wren the air, roof deck and membrane are at temperatures of 40 degrees Fahrenheit or • TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE APPROVAL OF A REGISTERED DESIGN PROFESSIONAL higher. Ice protection requirements per table R3012(1). Install ice & water shield at all eaves, gable ends, hips & valleys. On roofs slopes less than 4:12, entire roof to receive ice & water shied. 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 % ' THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY BRACING HAS O m R 905.2.2 Slope. Asphalt shingles shall be used only on roof slopes of two units vertical in 12 units horizontal (2:12) or greater. For roof inches (38 mm) from the framing member face to which wall, ceiling or floor membranes will be attached, the pipe shall be protected by shield plates that BEEN DESIGNED AND INSTALLED FOR THE INSTILLATION OF THE TRUSSES. w j 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 framing member that the piping passes through is a bottom plate, bottom track, top plate or top track, the shield plates shall cover the framing member GRAPHIC SYMBOLS 0 w w underlayment application is required in accordance with Section R905.1.1. WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: Z I� v o 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. 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 02426.7.1 (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. gage � ( )] - All applicable state & local codes, ordinances and regulations if any. � 4 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. STRUCTURAL CALC. REFERENCE 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 )()( ® - In areas where the drawings do not address methodology, the contractor shall be bound to perform strict W co 9 `It less than /, inch (19.1 mm) thick, the fasteners shallp g g cam Bance with manufacturer's specifications and or recommendations. 0 !-Z- R R 905.2.8.3 Sidewall flashing. Base flashing against a vertical sidewall shall be continuous or step flashing and shall be not less than 4 door, operable window or gravity air inlet into any building. The bottom of the vent terminal shall be located not less than 12 inches above finished ground XX DETAIL REFERENCE P P / 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. - General contractors and subcontractors to review these construction documents upon receipt from architect 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 any and all discrepancies including any dimensional conflicts, immediately to architect for ❑ or into the gutter. Where siding is provided on the vertical sidewall onto f g 9 the vertical side wall, the vertical leg of the flashing shall be continuous under the siding. Where anchored masonry veneer is into the building. Such an appliance with an input over 10,000 BTU per hour but not over 50,000 BTU per hour shall be installed with a 9 inch vent corcective measures prior to construction. provided on the vertical' sidewall, the base flashing shall be provided in accordance with this section and counterflashing shall be termination clearance. O DOOR HARDWARE TYPE - DO NOT SCALE DRAWINGS. DIMENSIONS SHALL BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. W U provided in accordance with Section R703.7.2.2. The vent terminal of a direct vent appliance with an input of over 50,000 BTU per hour shall be located not less than 12 inches from any air opening into U R 905.2.8.5 Drip edge. A drip edge shall be provided at eaves and rake edges of shingle roofs. Adjacent segments of drip edge shall be the building. XX _ _ _ XX BUILDING SECTION - The general notes and typical details apply throughout the job unless otherwise noted or shown. I- � overlapped not less than 2 inches (51 mm). Drip edges shall extend not less than 1/a inch (6.4 mm) below the roof sheathing XX XX - DISCREPANCIES: The contractor shall compare and coordinate all drawings; when in the opinion of the � m Section 02439 614 Clothes Dryer Exhaust PARTITION TYPE contractor, a discrepancy exists, the contractor shall promptly report it to the architect for proper W and extend up back onto the roof deck not less than 2 inches (51 mm). Drip edges shall be mechanically fastened to the roof ( ) ry adjustment before proceeding with the work. J deck at no more than 12 inches (305 mm) o.c. with fasteners as specified in Section R905.2.5. Underlayment shall be installed G2439.1 (614.1) Installation. Clothes dryers shall be exhausted in accordance with the manufacturer's instructions. Dryer exhaust systems shall be independent of all - OMISSIONS: In the even certain feature of the construction are not fully shown on the drawings, their 0 0 rn U i of the building.products of combustion to the outside over the drip edge along eaves and under the drip edge along rake edges. other systems and shall convey the moisture and any p 9 construction shall be of the same character as for similar conditions that are shown or noted elsewhere on R 1001.1 Masonry fireplaces & chimneys to be constructed in accordance with Section R1001 and the applicable provisions of Chapters 3 G2439.4 (614.5) Dryer exhaust duct power ventilators. Domestic dryer exhaust duct power ventilators shall be listed and labeled to UL 705 for use in dryer exhaust the construction document set. W / O� and 4 of this code. duct system. The dryer exhaust duct power ventilator shall be installed in accordance with the manufacturer's instructions. R 1003.9 Termination. Chimneys :shall extend not less than 2 feet higher than any portion of a building within 10 feet, but shall not be less - All work is to be performed in a professional manner and in accordance with best practice and consistent NFt�BERTc ��y with manufacturer's and suppliers recommended installation procedures. 1 .� ' than 3 feet above the highest point where the chimney passes through the roof. Section P2607 Waterproofing of Openings `s' �I m 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 " is therefore not responsible for any and all conflicts including weatherazation, water proofing and framing m n Section R1004 Factory-Built Fireplaces in manner that prevents water entry into the building. Counterflashing into the opening of pipe serving as a vent terminal shall not reduce the required ,®1 1. z � R 1004.1 Factory built fireplaces shall be listed and labeled and shall be installed in accordance with the conditions of the listing. Factory internal cross-sectional area of the vent pipe to less than the internal cross-sectional area of one pipe size smaller. with respect to the construction documents. t . m' 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 ,,,-L_,.4 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 ISA o�38j '� system has been specifically tested, listed and labeled for such use in accordance with UL 127. y fireplaces shall be equipped with an exterior air supply to ensure proper fuel combustion unless the room VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER AND ITEM IN ANY WAY. iC` O �� o itive. See sections R1006.1.1- R1006.5. El ��WYO R 1006.1 Factory built or masorn is mechanically ventilated and controlled so that the indoor pressure Is neutral or p s 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 the attic space. The markers shall be affixed to the trusses or joists and marked with the minimum initial installed thickness with 20160231 numbers not less than 1 inch (25 mm) in height. Each marker shall face the attic access opening. Spray polyurethane foam thickness and installed R-value shall be listed on certification provided by the insulation installer. 6iUNIT 46 UNIT 4 5- - Q SHEET NUMBER X t-", MODEL C (MODEL C z0 U) W - - COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED - i WHEN NOT ALIGNED WITH RAFTER, U7 CONNECT KIN6 505 TO TOP PLATE Q,, 66--WX 7A"MN. ROOF FRAMING WRAP 1-1/4"X22 6A.6ALV.COIL STRAP Z ATTACH To EACH PAIR2x4 OR 2xb W Ur20 X 24"MN. OF OPPOSNS RAFTERS OVER TOP OF TOP PLATE AND NAIL CRIPPLE 5TUD5 o ATTACH TO EACH PAR 2x AC-0 LE09ER W/2-3/8"x5" LA& DELL TOP PLATEIb"O.G = v . X OPPOSNS RAFITRS ROOF . BOLTS 0 16"OG INTO 5TUD5 V SEE plA� SEE PLAN 2X BLOCKING � O �� U 51MF"5ON STRONG-TIE 0 A35 ® EVEW RR AT 2 END BAY5 2X4 STUD WALL OR Z s 5hA"SOM STRONG 5hP50N STRONS - - GEILIN6 J015T OR GABLE END TRU55 o M W/STRON6BAGK5 SIMP50N STRONG TIE H2 8D NAILS -TE TE H6 SIMP5ON STRONG-TIE TRU55 BOTTOM CHORD 5IMP50N H2 CONNECTOR®EA. F- .�� ROSE STRAPS�..tIAIL DE ATTACHIT TO W PAR 0=OW05M RAFTERS. ALTERNATE TO RIDGE STRAP: H3 o EVERY RR RAFTER TO 5TUD AND KIN65 � ■� U •>N� rn TT?. (WHEN ALIGNED) 8d NAILS PROVIDE 2X4 COLLAR TIE AT N TYP. o GF RD6E sTW�PS ARE NOT WHEN GOLLAt TES � <Y RFS lb�ce'TION a-." N } E UPPER THIRD OF THE ATTIC SPACE TED N TW li'PER 111RD GF THE H - � 2X4 ARE LOCA NA. OR LIMB9Z NOM DHb FOR U5E WHEN STUDS AND USE IN COMBINATION ONLY WHEN 5TUD5 AND W/4-10d AT EACH RAFTED -RAFTER!5 AL16N -RAFTER5 DO NOT ALIGN ATTIC,SPADE MD ATTACHED TO EACH PAR OF RAFTERS W/4 IOd NOLs GS-22 STRAP E � EAGH STUD,SEE I � U �'� �� LSU26 FOR 2x6 R DETAIL 4 I L5U28 FOR 2x8,2x10,OR 2x12 O L �� M �J U Q o ca v FRAMED OP�NIze ❑ _ co 00 QR WIND OR () M ^ !RIDGE STRAP DETAIL / -RIDGE STRAP DETAIL w2a a N STRONG-TIE 2x4 OR 2xb E OR DOOR m (FOR CATH.GL65 WITHOUT COLLZ�Y RIES) / (WITH OR WITHOUT DOLLAR TIES) LU28® EVERY CJ STUDS® Ib"O.G. NO SPECIAL TFT � a r►sa (2)N LOCATE AT EVERY RAFTER BO T a 162x ArQ E OG�TO 5/T8UD55" LA6 " 1IN TH15 AREREQ.TS. LOCATE AT �RAFTgR / N T5. BE 22 6A. sfYY°�GN STRONS Sf pSON STRaNS 6ALV.,�DETAIL 4/DIXALL 5TRAPPING s�PsoN am TIE LTs w NAILS� 9"�MAY DE m F APDL® /_TF 1`14 / L� .tom �1 GABLE END WALL TO BEAR A MIN.OF 10"ON FRAMING. TLE HI6 OR HI05 OVER I/2"SIOTMNS I5 M. // I- 0 ISG 1 i -ROOF to NAILS TYP. 10 SSRAPPINC PETAIL II DETAIL AT ATTIC FOR USE H-0 5TUD5 AND USE IN COMBINATION ONLY WHEN STUDS AND / Z R,4FTER5 ALIGN 'RADS DO NOT AL16N NT`' 5TRAPPIW TO RUN ONTO RIM J015T,SEE !; O DETAIL q/DI(ONE STORY)OR ONTO STUD U AT WALL BELOW(TWO STORY) ROOF RAFTER HURRI GAME TIES • • • I N T5. LOCATED AT EVERY ROOF RAFTER ` ATT I G ° °s O \ 5TR�4PP I NC DETAIL • 12 FOR FRAME GONNEGTIONS o 5A1'S0N P05T GAP GGQS-4, Ln ° 115E UoG -4 AT ENCS DI N.T5. O 2ND FLOOR / N.(2)2x " " " 4-Ibd FACE NAILS FROM Z / STRAP �4x PROVIDE 3 X3i(6 X3 WASHER PLATE AT ALL ANCHOR BOLTS KING STUD INTO HEADER ❑ / M5TO48D3 5EGURED BY WOOD 51LL PLATES. PRE-ITNT 51MP50N PAB OR 5B ANCHOR BOLTS MAY BE U5E0 IN LIEU OF / GOLUMN P05T TOP ANGHOR STRAP 5rART NAILS THREADED ROD IN WASHER PLATE. w EW L ftTH / 5 N.T5. LOCATE AT EVE=RY COLUMW 61RDLR CONNECTION H/2"IF FROM < PROVIDE 3'X6'X.03b'6ALY.5TEEL PLATE Wr 12'MR / END 6F Su b-8D NAILS AT CORMS AND INTER5EGTIN6 (4)NAILS MIN.IN �/ NAILS WALLS. 3'X12'XD3b'6ALV.STS PLATE IN 51MP50N L5TA12 STRAP W/ �bm( ) i I \ T �_� 12-8D NAILS AT AT&ITT JOINTS IN STRAIGHT CLEAR�M ` I WALLS WHERE T}ERE SINGLE PLATE OR FADER 2Xb KIN6 STUDS NON): EACH JACK 505-100 NAIL5 H END AT air 1J1J6TH ) 24'MINIMUM LAP SPLICEONE AT SPANS IF TO 6 FEET TWO FOR SPANS b TO 12 FEET PROVDE MN.OD 2 /8" 5/bNP A301 ROD THREADED b"BOTH EN05. THREE FOR SPANS 12 TO 16 FEET 2X6 JACK 5TUD5(U.O.N): FIRTANc� R 1/S �� PRE-DENT 3/4"AND V ROD AT 51MP50N STEEL 5TRON6 WALL,5EE PLANS 12-160 MIN.NAILS ONE AT 5PAN5<6 � r+ Cr LF1J6Ttl AT ALL SPLICES TWO AT SPANS FROM b'TO 12'EW 1- w p."MR -1 IST FLOOR NAILS N THREE AT 5PAN55TED >12' ISE ON PLAN � SIMP50N P05T BASE 2"X3/e°X3"WA5HER PL W/NUT EACH 51DE (4)NAILS MR N i AE3044 OR AE3U66,SEE PLAN UPPER STORY SHEAR fi"LPNSTN(T.,(Pa GS-22 COIL STRAP 1 - WALL TO GIRDER ALTERNATE ANGHOR BOLT DETAIL ® EXTERIOR WALL ❑ W O F=LOOR TO f=LOOR TIES I BELOW GONNEGTION EOR 5ET BAGK WALL5 HDU HOLD-DOWNS AND STRONG WALL DOUBLE TOP WALL PLATE SPLICE DETAIL HEADER GONNEGTION :F.•I�: (��N.T 5 LOCATED AT EVERY STUD \ 1/2'm HOOKED ANCHOR BOLT W 1' / h� \ FOUNDATION MINIMUM EMBEDMENT OR EXPAN510N (� N.T.S. I Q I✓ (CJ NOTE: I \ BOLT W/5"MINIMUM EM3EDPIENT NTS. NTS. N.TS. U Coll-STRAPS LWQ<sIonw PROJDE:sd Cam(0.131 x 25"I")NHLs. I \\ 60L STRAPS M stEATHW PROVDE:IN COMMON(0.131 x 3"LM)NAL6. F \ COLUMN POST BOTTOM ANCHOR \ 6 ALLOWABLE HOLES - � LOCATE AT EVf=RY COLUMN/61RDE R GONNEGTION R"RA"*ViW r TO FLIT VN1.E1•,Nac 8D NAIL®6 0/G AT ALL PANEL EDGES IBD NAIL® 24"0/0 \ MA E bd NN15 TGE NIL® IbD NAIL 0 24"0/G � OSB OR PLYWOOD LVL Headers and Beams w As RR WFOL HIP RAFTER, SHEATHING Microllam® LVL � RV wFTIM 51MP50N HGP HIP 51E PLAN INTERIOR 1.3E TimberStrand® and (4)NAYS MINL N CORNER TIE LSL hole zone Parallam®PSL 2 x diameter of the NOTE:WHERE 24"WIDE MINIMUM PULL HEIGHT I r UMTH(� Ya depth 0 IL WALL RETURN 15 PROVIDED AT ENDS OF I hole zo largest hole(minimum) O BRACED WALL LINE THE 8000 HOLDOMIN MAY I BE ELIMINATED. PROVIDE TWO(ONE AT EACH 13/4'MMR1M1 r L LTH(MW) \' b� AT ALL PANEL NAIL @ /E'DGES INTERIOR d - - - - - - 5100 CS-22 STRAPS PER DETAIL 4 IN LIEU OF I 51MP5ON BP WA5F132 L5TA3b STRAPS 5HOMN IN THE DETAIL. NAIL 5HEATHIN6 TO o o - EXTERIOR � - � - - - - - � - - � I SILL PLATE IN 8a 2X ACO SILL PLATE. DOUBLE GYPSUM BOARD o 0 0 NAILS o 4'0/6 51LL AT wit BASB-OM M -I 7'MINIMUM 5/8 DIA.STEEL.ANCHOR - - - - - BOLTS MAX.2'-8'OL.. 1x b RAT VAiEY 8D NAIL® 12"0/G AT ALL Micraralla LVL and EMBEDMENT EXTEND BOLTS MIN.l'INTO CS-22 COIL STRAP &K SW To RAFT R MEMBERS NOT AT PANEL ED6E5 Parallam®PSL IDN.WITH nemafD NUT E �. allowed hole zone 3"x 3"W0.51gR TO EACH BOLT. middle Y3 span PROVIDE TERMITE SHIELD SILL (2)2 x i ALQ sArPSON LTP4 PLATE NALID TO OR >-L5TA36 W IO-IOd NAILS #4 CONTiNU0l15 BAR SLL PATE RIM AND SLL RATE 9 16"0/6 WU WI � IPLYWOOD5IEATHING IN51DE CORNER OUTSIDE CORNER SEAL AND MAINTAIN 8'MIN. d 1.3E TimberStrand® LSL allowed hole zone d �_ r` r` ^ r- t` Co 0 w INTO STUD ABOVE AND LOCATED 2'TO b" FROM WD TO FIN15HED 6RADE WLVAllA IN T5 PLAN VIEW PLAN VIEW 7 '- FROM TOP OF WALL NIL A5 fH<TAq E�aD WFGLA. H ri o � co of co BELOW(2 EAGIi CORNER) NOTE: General Notes p ci (V M M CO � M tfi Tall=2980# COIL STRAPS UNDER SHEATHIN6 PROVIDE:8d COMMON(0.131 x 25'LONG)NAILS.COIL EXTERIOR WALL TOP C TGA / 7 SEE FOWATION PLAN! STRAPS OVER 5FFATHINe PROVIDE:Tod COMMON(0.131 x 3'LONG)NAILS. EXTERIOR 1 LI I/�� GCJI�NGt7 HEADER MAXIMUM ROUND • Allowed hole zone suitable for uniformly loaded LAY-OVER OF, FALSE VALLEY X IJR L I� DEPTH HOLE SIZE headers and beams only. Y CORNER GONNEGTORS T'PIGAL ANGHOR E30LT STUD TO RIM J015T TO SILL PLATE STRAPPING DETAIL PLATE HIP GONNEGTION ALL FRAMING 4�" 1" • Noholesiund Canty 5Yz" 1%a" No holes in cantilevers. nd STOR4NY='T7Y4 to 201, 2" • No holes in headers or beams in plank orientation. N.T.S. LOCATED AT EVLRY CORNER 8 N.T.S. LOCATION A5 NOTED a N.T.S. LOCATE AT EVERY STUD N.TS. I� NT5 1`/ DO NOT cut notch or drill N.T.S. .S. See illustration for Allowed Hole Zone holes In headers except as indicated in illustrations and tables. Cl) z Z Z O z z Z co w w A MINIMl1M OF TWO BRACED WALL LINES(BI^L) IN EACH DIRECTION OF A BUILDING. BNd'S SHALL NOT BE SPACED STRAP AAD WALL 5tfAl11MJ6 fl BRH•OL=D AND WNL 6tm O O O U) O CL g MORE THAN 60 FT APART. WALL5 WITHIN A BHL SHALL.NOT BE OFFSET BY MORE THAN 4 FEET FROM A BHL. BW..LOCATIONS ARE NOS TO TOP OF PONY WNL 1'I�-��I I NOTE: TO TOP Of'PONT WNL. IF M INDICATED ON FLOOR PLANS 2 FT MAX PONY WALL MAY BE `� 2 FT MAX PONY WALL MAY BE 0 o 0 - 61Mi-,0N DTTIZ h" M AT 66-WSP DR M A BRACED WALL PANEL(BHP)SHALL BEGIN WITHIN 10 FEET OF EACH END OF A BHL.. THE DISTANCE BETWEEN ADJAGB4T PLACED ON TOP OF HEADER PLACED ON TOP OF HEADER w m U U U doll WAL EW PANEL5(TYPE Al HPU AS REV-0 EME5 OF SHM SHALL NOT BE eMATI!R THAN 20 FEET. THERE SHALL BE A MINIMUM OF TWO BHP ON EACH OHL EXCEPT AT AT DR W WALL.PETALS G W P. WALLS<16 FEET LONG MAY HAVE ONE 48'OR LONGER BHP. BWPS ARE TYPICALLY G5-1^15P SHEATHED BRAGED WALL PANELS do (TYPE A)OR 6YP5UM BOARD 65(TYPE B). PROVIDE TYPE G,D,E,OR F PANELS AS NOTED ON PLAN WHERE BHP TYPES A 3 ON MADE LVL HEADER(SEEANEPLAN) o ®II 8-100 NAILS AT DTTIZ AND B DO NOT QUALIFY DUE TO MINIMUM LENGTH REQUIREMENTS OR ADDITIONAL GONTRIBUTIN6 LENGTH OF BWP 15 REDUIRED. CONTINUOUS TO OUTSIDE OF PANEL BHP TYPES ARE INDICATED ON FLOOR PLANS. cell 3/8'�THREADED ROD ® �- _z z G5-W5P CONTINUOUSLY SHEATHED BRACED HALL PANELS(TYPE A)SHALL MEET = THE MINIMUM LENGTH REQUH2E T5 OF TABLE'R602.105. NAIL 7(6"MINIMl1M WALL CONTINUOUS 1014'MIN DEEP READER TO CONTINUOU IIY4"MIN DEEP HEADER TO H- NOTE.WHERE 24"WIDE MINIMUM FULL HEI6HT OUTSIDE KING 5TUD(SEE PLAN) OUT5IDE KIN6 STUD(SEE PLAN) d PAN0.®GE � WALL RETURN 15 PROVIDED AT ENDS OF SHEATHING WITH bd NAILS a 6'0/C(ED6ES)AND 1210/0(FIELD)AtV PROVIDE 2X w G5-WSP BRACED WALL LINE THE 800# BLOCKING AT ALL UWAMORTED PANEL EDem. PROVIDE 800 POUND HOLDOW4 FASTEN�'5'0/6 I N6 TO HEADER W/ PASTIL S'SHEATHING TO HEADER W/ Z HOLDOM MAY BE ELIMINATED. PER DETAIL Iq OR 20 AT ENDS OF BRACED WALL LINES THAT DO NOT HAVE 8D NAILS o 3'0/G IN EACH DIRECTION 8D NAILS o 3'0/G IN EACH DIRECTION W EITHER A24'MINIMUM FULL FE16W WALL RETURN OR A 48'MINIMUM BHP. SIMPSON L5TA24 STRAP ON BOTH SIDES AND SIMP50N LSTA24 STRAP ON UNSHEATHED O TRIM TOP OF PANEL AS READ � CD U TABLE 8602.105 MINIMUM LENGTH REQUIREMENTS OF GS W5P EACH OF HFADB2 To LACK STUD W/I6-I0D NAILS FAGS W/Ib-IOD NAILS T GONT2.1103 MI SHEATHED BRACED WALL PANELS FASTEN TOP PLATE TO HEADER W/2 � FASTEN TOP PLATE TO HEADER W/2 � b I/4"SD5 X3E ON O Fr"1 Q PORTAL STRAPS U2'FROM EDGE ON n ROWS OF Ibd NAILS o 310/6 ? ROWS OF Ibd NAILS 0 3'0/G z uj WALL MIN PANEL BOTH SIDES(4 STRAPS PER PANED W �1 w W WALL AJAGENT CLEAR MINIMUM LENGTH OF �' HE16H7(FT) WIDTH'L" W16HT(FT) OPNG HEIGHT BRACED WALL PANEL PANEL SHALL HAVE A L.EN6TH 1"OF NOT PANEL 5HALL HAVE A LENGTH 1'OF NOT �-51MP50N cm COUPLER NUT <64" 24" � LE55 THAN 16"FOR 8 FT WALL,IV FOR q � LE55 THAN Ib'FOR ONE STORY AND 24'FOR 8 28" � � V � 8 64'TO 80" 32' FT WALL,AND 20'FOR A 10 FT WALL SEE FIRST FLOOR OF TWD STORY APPLICATION. q 32 SIMPSON SW5B STRON6-WALL 5B Z 80°TO qb" 36'* PLAN FOR ACTUAL LENGTH SEE PLAN FOR ACTUAL LENGTH 10 34' PANEL,VERIFY PANEL 15 PLUhffi XX xx C� <b4' 21" GYPSUM BOARD "66"BRAGFJD WALL PANELS(TYPE B)SHALL BE Q 4 3/8'm ANCHOR BO_T OR q 64"TO 80" 30' 48'MINIMUM IN LB�6TH ON BOTH SIDES OF WALL PB2 TABU - - - 12 42 NOTE:DETAIL APPLIES TO W ADHESIVE ANCHOR 80"TO qb" 41' -f o2.1OS. SECURE&6YP5UM BOARD WITH 6d COOLER NAILS, (2)JACK STUDS MIN.OR PER PLAN (2)JACK 5 ND5 MIN.OR PER PLAN BOTH IT7D5 OF HEADER <64" 30" 0915'X 176'GYPSUM BD NAILS,OR Aq8'X 136'ANNJLAR RINGED p h'+i •' 10 64'TO 80" 30' NAILS o TO/G(ED6E5)AND'1"O/G tPIELD). BLOCKING 15 NOT - °a• 80"TO qb" 38" -REC>�AT UN5UPPORTED PANE.EDGES WFeI PANELS ARE BLOGKIN6 AT PANEL ED6E5 BLOCKING AT PANEL ED6E5 N ❑ • INSTALLED HORIZONTALLY. PROVIDE JOIST OR TRIO%OR FULL - - 'Partial credit for panels 36"to 48"wide per R602.IOS2 HE16HT BLOCKING DIRECTLY ABOVE AND BELOW TYPE B WALLS. ONE JACK AND KIN6 STUDS--�` ONE JACK AND KIN6 STUDS BLOCKING AT PAWL L�6E5 "L" EQUAL TO ui W TYPIGAL HOLDOWN DETAIL AT CONTINUOUSLY SHEATHED WOOD or > 12" FASTEN 7/16'SHEATHING TO EACH STUD FASTEN 7/Ib'SFA 4THIN6 TO EACH STUD THO KIN6 STUDS GYPSUM BOARD "GB" -TYPE B AND 5ILL W 8D COMMON NAILS a 3'oiG AND SILL W/80 COMMON NAILS o 3'016 m STUCTURAL PANEL "CS-WSP" -TYPE A FASTEN To STUD FRAMED FLOOR A B Q a NOT TO SCALE PER FIGURE R602.10.5 NOT TO SCALE PER FIGURE R602.10.5 AND 5111 U2 8d NAILS o 6 1/' w PORTAL DETAIL'A•ONLY ENINGAPPLIES5IMP50N HOU5 HOLDOW W/K-1/4"505 SIMPSON HDU2 HOLDOWN W/b-I/4' 0 N.T.S. TO 2 FT TO 18 FT WIDE OPENIN65. SGRFYS IN DOUBLE END STUD 505 SGRa6 IF NO FLOOR ABOVE. (D 0 U) TABLE 602.10.3(1)BRACING REQUIREMENT5 BASED ON 14OMN TABLE 602.10.3(2)WIND ADJL5TMENT TO HDU4 REMHOLDIF W/10 ABOVE. S WIND SPEED,EXPOSURE B,30 FT MEAN,ROOF HEIGHT,10 FOOT REQUIRED LENGTH OF HALL BRAGIN6. 2-I/B T HITH BOLT OR EXPANSION PANEL TO SIT DIRECTLY ON TOP OF - 5GRE3°S IF FLOOR ABOVE. CONCRETE FOUNDATION WALL � SWSON DTTIZ hOLA"AT UrWSP DRA6ED HALL HEIGHTS,AND 2 BRAGED WALL LINES ADJUSTMENT STORY CONDITION ADJt15TT1BJT BOLT WITH 2'X2'X3(v'PL WA5HL3t 1/2'0 ANGfIOR OR EXPANSION BOLT (j\ST RFO OVER �NR 8ER �'F WALL FTU PANELS(TYPE A).HDU As F&9W BASED ON SUPPORTING FACTOR #4 BAR CONT IN TOP OF CONCRETE CONCRETE #4 BAR GOVT IN TOP OF GONGRETE 2-I/2'm ANCHOR OR EXPAF51oN BOLT $3 nE () �� T doll AT DRAG P WALL WAALS c AW P. STORY BHL 5PAGIN6 CONT METHOD GB �' n oy y FOUNDATION FOUNDATION SHEATHING EXPOSURE CATEGORY ONE STORY G 12 FOUNDATION t<` #4 BAR CONT IN TOP AND BOTTOM •r ® 8-M NALS AT DTTIZ TOP 10' 2.5' 55' EXPOSURE CATEGORY ONE STORY D 15 PAB5-18 ANCHOR 13OLT OR Ve THREADED OF CONCRETE FOUNDATION 51MP50N 5W1bX24 OR PA61-18 ANCHOR r'a; �, M n II do EXPOSURE CATEGORY TWO STORY G 1.3 TOP 20' S.0' 10.0' EXPOSURE CATEGORY TWO STORY D I b EXTEND WALL 5H EATHAN6 OVER RIM JOIST ROD W/WASHER PLATE,5 DETAIL IS/DI W ` , Z PAi 18 ANCHOR P10LT OR s/e'TL DED 13OLT OR Ya"THREADED ROD, L � � � OVER SEE DETAIL 15/014A = ROD Yi/WA5FA32 PLATE,5E�DETAIL 15/01 1 ROOF EAVE TO RIDGE ROOF ONLY 15 FT 1.3 PANEL E 06E FRAMED U) , > ® TOP 30' 1.0' 14.5' WALL PORTAL DETAIL'B'ONLY APPLIES TO b FT TO 18 FT WIDE OPENINGS. ROOF EAVE TO RIDGE ROOF ONLY 20 FT Ib FLOOR PANEL HAS CONTRIBUTING LE N6TH OF 48'TOHARD5 RbO2.10.3(I)MINIMUM LENGTH WALL TO BE USED ON FIRST FLOOR APPLICATION ONLY.PANE.HAS 9T0 1 51WWN STRON6-WAL L REQUIRES EN61NEERED DE51rN TO TOP 40' q.0' 185' ROOF HAVE TO RIDGE ROOF+I FLOOR 15 FT 1.15 REQUIREMENTS FOR BRAGEE)WALL PANELS AT BRACED HALL LINES. WALL TO BE GONTROU IN6 L.EN&TH OF 48•TOWARDS R602.1030U MINIMUM LEN6TH TO DETERMINE PANEL SIZE AND ANCHOR BOLTS FOR ❑ j ROOF EAVE TO RIDGE ROOF+I FLOOR 20 FT 1.3 USED ON FIRST FLOOR APPLICATION ONLY. REQUIRETENT5 FOR BRACED WALL PAN 13-5 AT BRAGED WALL LINES. ACTUAL HORIZONTAL DESIGN WINO)LOAD AND GONA)IT10N �=W Y�� TOP 50' II.O' 23.0 ROOF EAVE TO R106E ROOF+2 FLOOR 15 FT I.I I I ROOF EAVE TO RIDGE ROOF+2 FLOOR 20 FT NP SIMPSON STRONG WALL JOB NUMBER TOP bo 13.0 21.5 HALL HEIGHT ANY STORY a FT O.q CONTINUOUSLY SHEATHED PORTAL PORTAL FRAME WITH HOLD-DOWNS ALTERNATE BRACED WALL PANEL "ABW" 3/8'm ANCHOR BOLT OR HALL HEIGHT ANY STORY q FT OAA DETAIL - TYPE F 2016023 ADHESIVE ANCHOR BOTTOM of 2 l0 5.0 los Y�HEIGHT ANY STORY II FT 1.05 FRAME "CS-PF" DETAIL - TYPE C "PFH" DETAIL - TYPE D DETAIL - TYPE E BOTTOM OF 2 20' CIDI Iq.O' WALL HEIGHT ANY STORY 12 FT 1.1 C NOT TO SCALE PER FIGURE R602.10.6.3 NOT TO SCALE PER FIGURE R602.10.6.2 E NOT TO SCALE PER FIGURE R602.10.6.1 NOT TO SCALE PER ENGINEERED METHOD W o RNBER OF BL L PER PLAN DIRECTION AT STORY 3 13 °ado BOTTOM OF 2 30' 13.0' 21.5' 0 BER OF BH-PER PIAN DIRECTION AT STORY 4 1.45 Q SHEET NUMBER BOTTOM OF 2 4o' 11.0' 36.0' NI)MBER OF BYO_PER PLAN DIRECTION AT STORY 5 OR MORE Ib 6YP BD FINISH OMITED FROM IN51DE FACE OF BHP 1.4 Ho DOWN D�.TA i L AT SLAB BOTTOM OF 2 50' 21.0' 44.0' APPLIES TO METHOD G5-H5P ONLY 2 I B RACED WALL PANEL DETAILS L UNIT 4 6 (MODEL C) UNIT 4 5 (MODEL C 20 BOTTOM OF 2 b0' 25,0' 52.5' GYP IE FASTENING ANY STORY 4"O/G O.T N.TS. APPLIES TO METHOD 65 ONLY D 1 NOT TO SCALE W COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED _ 12 C A 4, o, 4 o A C z W C-7 C-6 C-6 C-7 9 LINE OF ROOF (NO VENTING) (NO VENTING) W RIDGE VENT RIDGE VENT TRUSS BEYOND O •�•, U z V �- T (3) 2x8 P.T. GIRDER ATGHED AREA INDICATES BEYOND OGKnON OF FIRE RATED ROOFS O �d � u) L SHEATHING 4'-0"FROM ''"" 6 A BOARD EN1ER OF FIREWALL-EACH 51DE U c N -N N>- 1x8 FASGI B GLITTERS $ LEADERS U) Z - U co p GUT ERS S LEADERS, ALL GUTTERS S LEADERS SHALL BE BAKED Z L CLU) :6 M ALL GUTTERS S LF_ADERS SHALL BE BAKED " O x c M s WHITE ALUMINUM 032"MIN.GAUGE,GUTTERS WHITE ALUMINUM .032 MIN.GAUGE,6UTTERS Q w c) 51MP50N LU528-3 FACE SNAI I BE 5"SEAMLESS,O.G.STYLE W/ALL Ixb FASCIA 12 SHALL BE 5"SEAMLESS,O.G.STYLE W/ALL U = ,� 1 w RELATED S REQUIRED AGGE550RIE5. LEADERS BD. q RELATED S REQUIRED AGGE550RICS. LEADERS U °� z MOUNT HANGER SHALL BE MIN.2"x3%.021"GAUGE W/GLIPS S b"AZEK M m ANCHORS. CAULK S SEAL ALL JOINTS. PITCH Jo SHALL BE MIN. LK 4 .021"GAUGE w/CLIPS S (3) 2x12 P.T. GIRDER BEYOND 12 ANCHORS. CAULK S SEAL ALL JOINTS. PITCH _ I FRIEZE BD. 12 6UTTERS MIN. 1/8"/FT.PROVIDE P.V.G. (� _ _ - - - - - - -,-r-I 6UTTER5 MIN. f/8"/FT.PROVIDE P.V.G. a I— - - - 6' q REGEPTORS 8"ABOVE GRADE TO RECEIVE o- m I RECEPTORS 8" ABOVE GRADE TO RECEIVE 6 / killijUTl Ix AZEK TRIM BOARD OYER LEADERS(CLOSED GAP DESIGN). OH. OH. LEADERS(CLOSED GAP DESIGN). 14 - - - - - -Z n I n I n HARDIPLANK � / GIRDERS(TYPa '/ � i u w+u I OH. - 51MP50N B052-3/6 POST b"HIGH BLIND 12 HORIZONTAL / / �jJ F 12 HIGH BLIND GAP ANCHOR FLASHING q / 12-.-CLAP CLAP SIDING /• 9 12 \ 9 - FLASHING o I 10" SQUARE HBSG PERMA CAST -/ 6"HIGH BLIND % Q o ~ L J COLUMN #46382 W/SQUARE _° ,i / - $ Z FLASHING / `� "� O LU FLAT GAP s BASE (OR EQUAL) - r- - r- - r 4. F- ROOF BREA ROOF BRFA c CORNER COLUMN TO BE 4" 2'-0" I Q �. - PROVIDED W/SPLIT KIT DINING ROOM_ _ _ _ BEDRM#2 BEDRM#2 _ _ �� DINING ROOM PLATE HT. PLATE HT. u' n LATE HT. H I'-o" PLATE HT. U) I bxb P.T. P05T WITH 51MP50N 1-o OH. _ // _ 2ND_FL06R LINE - - Z ABUbb P05T BASE (TYP - ALL oH. }-6" 8"AZEK I'_6 OH. O I-6 I'I CLOSET. I I COLUMNS) CLOSET _ I'I I-6 �i OH FRIEZE BD. _ GARAGE � � - U PLATE HT. I I I'-O" " O 1-0 i i PLATE HT. O I OH. Ln II II 0 /�/� I I I I O l 1 J TVP. REAR COV. PORCH DETAIL -- _-- _ IIllk = / _ ° 10"AZE- 3/4"=1'-0" C-I o 10"AZEK I I = N o 1 1 -1 FRIEZE Bl} FRIEZE BD. i / ° I I Ixl2 AZEK Ix12 AZEK I I , o I I TRIM TRIM i - COLUMN® COVE i / Iml i i TFTTFTT COLUMN PORCH BEYOND PORCH BEYOND II II FIN.1ST FLOOR_ I I _ _ , / IN I T L 0 _ I I FIN. 15T FLOOR O .. ELEV. +0'-0 ^ , IV ELEV.+0'-0" - - - - - - - - - - - - - -- - - - -14�- - - - - - - - - - - - - - - - - - - - - - - - i I I I Ix4 AZEK 1 I SOFFIT SOFFIT I TRIM ALL I I I I 1 I 51DE5 1 I 1 I I I I 00 i I I C-1.1 I i oUNIT I C-1.1 I I I o ❑ w O I I UNIT 46 11 U IT45 , 1 1 I ► I MODEL C (FESCUE)- DI1MODEL � (FESCUE) I I BASEMENT I I I I I I BASEMENT I i I _ I BASEMENT - - = = _ T1--- - _- - - - - -� _ - - - - - - - },— - - - - - - - - - - - - - - - - - � - -1i� - - - - - - - - - - - - - - - - - - - - � — — — I- - cn - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �- - I- - - - - - -I- - - - - - - - - - - - - - - - - -1 - - - - - - - - - - - - - - - - - - - - - -I - - - - - - - - - - - - - - - - - - - - - - L — - - - - -L- - J Z U CENTER LINE OF W C A 2 HOUR FIRE RATED A C F-RONT ELEVATION C-7 C-6 RE515TANGE WALL A55EMBLY 1/411 _ 11-011 O c) C A A C C-7 C-6 4'-0" 4'-0" C-6 C-7 (NO VENTING) (NO VENTING) RIDGE VENT RIDGE VENT TYPICAL ROOFING: TYPICAL ROOFING: ARCHITECTURAL SHINGLES 15# ARGHITEGTURAL SHINGLES 15# FELT UNDERLAYMENT FELT UNDERLAYMENT tii _ 6 5/8" PLYWOOD SHEATHING 5/8" PLYWOOD SHEATHING M Q N N N M f� � N N .- N N M C) (fl .- M LO HARDIPLANK HORIZONTAL CLAP HARDIPLANK 5101HG HORIZONTAL CLAP SIDING —6"AZEK TRIM BOARD b"AZEK TRIM BOARD U) 12 _ I Z 1"x 8"AZEK RAKE BD W/ O o o ¢ o o g z a s 1"x 8"AZEK RAKE BD w/--� q(— 12 q I"x 3"AZEK TRIM(TYP) w w w w w a g 0 0 IN 3"AZEK TRIM(TYP) 12 q \ / b'DIAD.AZEK \ / b"DIAD.AZEK N 12 TRIM BOARD TRIM BOARD t 12 9 9 0 b'HIGH BLIND b"HIGH BLIND FLASHING ALIGN ALIGN _ FLASHING 2020 NYSRG- 62421.8 (503.5) GREAT ROOM VENTING 5Y5TEM TERMINATION LOCATION: z 6REAT ROOM '� _ _ THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN W P1ATE HT. - // / // I'-0" 111IINL___ _ CD JIMIL_ ___JII11t1 I, o PLATE HT. INPUT OF 10,000 BTU PER HOUR(3KW)OR LE55 SHALL BE o- I,_O.. IIIIIIL_-- _J11111L_ _-- 1111111 1'-O" • � OH. LOCATED AT LEAST b"FROM ANY AIR OPENING INTO A } OHivy _ BUILDING,AND SUGH AN APPLIANGE WITH AN INPUT OVER 10,000 _j O o TT J 110 II I I I I I I BTU PER HOUR BUT NOT OVER 50p00 BTU PER HOUR SHAD BE j F�1 Y I I I I I I �� I I I I '�� 71 I I I I 1 INSTALLED WITH A a INCH VENT TERMINATION CLEARANCE,AND W W _ ¢ G-I i i i i i i G-1 AN APPLIANGE WITH AN INPUT OVER 50,000 BTU PER HOUR I I I I I I I I MW4' J - — --- _.rvi SHALL HAVE AT LEAST A 12 INCH VENT TERMINATION Z 7 _ __ _ _ ----- , - i i ,� CLEARANCE.THE BOTTOM OF THE VENT TERMINAL AND THE AIR CD IIINTAKE SHALL BE LOCATED AT LEAST 12" ABOVE GRADE.i i 16'- " B� WI TH I I W V417TH I I Q I I VIA � = I I I I I I — 0 �� 11 11 11 Q n o Q i i i i i 2020 NYSRG- 8312.2.1 II II II p O _ I I I I b"AZEK TRIM I I I I I I I I I I b"AZEK TRIM IN DWELLING UNITS,WHERE THE TOP OF THE SILL OF AN = ALL SIDES OPERABLE wINDOW OPENING 15 LOCATED LE55 THAN"24" � ALL 51DE5 i 1 1 I I I I ABOVE THE FINISHED FLOOR AND GREATER THAN 12 ABOVE I I I I THE FINISHED GRADE OR OTHER SURFACE BELOW ON THE � m FIN. 15T FLOOR_ i i i i i / I i i i i _FIN. IST FLOOR EXTERIOR OF THE BUILDING,THE OPERABLE WINDOW SHALL Iii COMPLY WITH ONE OF THE FOLLOWING. Z Ef..EV.+0'-0" / / // ELEV.+0'-0" *OPENINGS THAT WILL NOT ALLOW A 4 INGH DIAMETER SPHERE O o o cUn To PA55 THROUGH THE OPENING IN IT5 LARGEST OPENED � F ... . . ALL PREVENTION DEVICES THAT COMPLY WITH ASTM F 2090 I Ir--=-----� I - - - - �'9 I Uil II IIII " I SII a Ilii i I bxb P.T.P05T WITH 51MP50N I (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO U_ bxb P.T.POST WITH 51MP50N I I All ii IIII I I 1 6 AZEK TRIM I I 1111 II Illi I I 13652-3/6 P05T GAP ANCHOR S RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO 1 B652-3/6 P05T GAP ANCHOR $ I 1 0 II I I1 V_ 6" I ALL 51DE5 I 1111 II 1111 I I 51MP50N ABUbb P05T BASE(TYP- I Q ,�'��".. +, m m 51MP50N ABUbb P05T BASE(TYP- ( I IIII II iii I I I ALL S AZEK IM I I ( I 1 III I ,� �,oLS) II II II I FULLY OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING fn +; r z (� ALL COLUMNS) I II E Sy it i III IE6Fu55 IIII AREA OF THE WINDOW UNIT TO I F55 THAN 5.1 SQUARE FEET. 111 ti, > -i Q I I iii° wINDoWI u� I I I I 11° --- IW1NDow _ " - I 10 SQUARE HBs 6 PERMA CAST 10 5Q)ARE HBs G PERMA GAST I I LI----_ 1 GOLUMN #46382 W/50UARE 9 I_ LI- _IJ 1 I ( _--IJ FDIAT GA BASE (ORCOLUMN #463&2 H/ E UAL) I `{O�� FLAT GAP $ BASE (OR EQUAL) FDI - CORNER COLUMN TO BE I 1 I - CORNER COLUMN TO BE I ❑ 1 PROVIDED W/SPLIT KIT I � I � PROVIDED W/5PLIT KIT B I I _ _ _ I _ _ _ _ _ _ _I _ BASEMENT $A_SEMENT _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - t - - - - - - - - - - - - - - - - - -t- OB NUMBER J F -- - - - - - -- - - - - - — — — 2016023 �- -- - - - - - -- - - - - - - - - - - -1 - - - - - - - - - - - - - -1 - - - - - - - - - - - - - - - - - -� � - - - - - - - - - - - - - - - - - - 1- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � W UNIT 4 6 NIT 4 5 T`� = SHEET NUMBER UNIT 4 5 q CENTER LINE OF A CELEVATION UNIT 4 6 U DUET C LU S TER IZ C 2 HOUR FAZE RATE° MODEL C (FESCUE) MODEL C (FESCUE) -7 -6 RE515TANGE WALL -6 1/411 - 11-011 U) A55EMBLY (MODEL Q (MODEL Cl ELEVATIONS W D COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED B Z C-6 � o b"H16H BLIND q'(R- ) ATTS+6"(R-Iq) b" (R-Iq) $A U (D LINE Of ROOF FLA5HIN6 GONTINUOI)5 VE O 4--dBATT5 MBINED INSULATION q 12 VALUE OF R-4q) p V BEYOND 0 MA57ER 12 Z ^ } BEDROOM 4 _0 W \ RIDGE VENT &MS ~ � � � U U C rR)9,5 RIDGE VENT 12 2"x 6"NAILER-LAB — is)C-.,4>. \ 112 BOLT TO VERT 52 INSTALL ICE WATER SHIELD W/ "DIA X b"L BOLTS ZO L a�6 M PER MANUFAGTURER'5 71 Q w m °' 5PEGIFIGATION5 TO MAINTAIN PRODUCT WARRANTY RIDGE VENT _ M V � 00 NOTE: 12 LINE OF DORMER 2"x b"RR® I6" I APPLY ICE I WATER SHIELD IN BEDROOM#3�® I q" (R-30) BATTS FAIR WEATHER WHEN THE AIR, I ROOF DECK AND MEMBRANE b" ARE AT TEMPERATURES OF EXP05ED LOW GDR q 2'x 4'SOFFIT BM5 OH. 40°F(5°C)OR HIGHER. ® Ib OG FLUSH ROOFS Ix8 FASCIA 5D. BEYOND K LINE OF ROOF 8"AZEK BEYOND®GARAGE I I FRIEZE BD. I I Z GREAT ROOM _ _ - DIN A _ _ BEDR_M#2 WINDOW HEADER PER PLAN PLATE R 4 nnnl - -- nolo PLATE \ \ PLATE HT. TRANSOM WINDOW � I 1'-4' � � lo.AZEK I I BEDROOM #2 � ON. , i I i i i i i 2_p FRIEZE BO. I I Z OH. I I O I I I I I i i i i � i© / � 2"x8"® I6"OG FOR SEAT U II II II l o w 10" SQUARE H[34 C7 DERMA I I 7~ EXTERIOR WALL I ( INON TO COMPLETELY O M� o i i CAST COLUMN#46382 W/ o i i i i -TYVEK OR EQUAL ( I FILL SEAT CAVITY Z ` ' J G-I HARDIPLANK 5HIN6LE 510IN6 O SQUARE FLAT GAP d I I Qj� SASE(OR EQUAL) - I I k$ 1 i i i ° -1/I6"055 SHEATHING (2)2"x8"® END W/A35 ❑ CORNER COLUMN TO BE I I I I n _ -2x6 WOOD 5TU05 0 I6 O.G. 51MP50N CONNECTOR I I t o -b"R-21 BATTS I x 12 AZEK TRIM I' PROVIDED W/SPLIT KIT I I I I � � � 51MPSON H2-5A CONNECTORS w i I — n n I I BD "6YP BD I I - - - - - e FIN. 15T FLOOR I i i I _ i i i i FiN. IST FL_ ELEV.+0'-0" - - - ELEV.+0'-0" -- - - -- - - - 0 3/4"Td6 055 SUBFLOOR- 6LUED 15GREWED-RUN ~� - - - I - - - - I - - I I I bx6 P.T.POST WITH I I 10"SQUARE H�Bd6 DERMA i - - -I - - - - 1/16" 056 5HEATHING n CONTINUOUS BETWEEN PLATES J I b AT EXTERIOR WALL I I I I I 51MP5ON BG52-3/b P05T I I GA5T COLUMN#46382 H/ I I 2X12 FLOOR r`- GAP ANCHOR 151MP50N SQUARE FLA GAP d w I I I I I I I T ( I - - - - - - - J015T5® Ib"OG. u7 WALL® MASTER ABUbb POST BASE(fYP �SWE�IE(OR R COL. ATO BE HALL® GARAGE _ - _ T I BEDROOM BEYOND i ( ( I ALL COLUMNS) I I I I BEYOND FIRST FLOOR LINE _ --- - j -- - _ - - -- - - - FDI ,: i I I I I I I I I o I T 4 I I I ( I I I PROVIDED ) SPLIT KIT I I l m � I i I I I I I I I I � I � � . . - . I ❑ w O I I I I I I i I I I � - • UNIFINI5HED I BASEMENT BASEMENT sASEMENT - - - - - - - - - - - - - - -,- - - - - _ - - - - - - ,� -- - -- - - -I I- - - - - - - - - - - - - - - - - - - - - - 4 - - - - - - - - - - - - - - -- -IT- - - - - -I-r - - - - - - - - - 1-� - - - - I - L- - - - - - - - - - - - - 1- - - - - - - 1- - - - - - - - I- - - - - - - - -I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - L- - - - - - -I- - - - - - - - - - -� LEFT END ELEVATION FaI J (R-13)CLOSED CELL SPRAY FOAM INSUL Z )6--� w ALONG IN51DE FACE of FND.WALL5-FULL HT (/4° = I�—Q" C-6 OR DRAPED BLANKET INSULATION U O UNIT 46 MODEL C (FESCUE). CB6 BEDROOM #2 BAY DETAIL b"H16H BLIND FLASHING 1 1'-0" G-LI 12 LINE OF ROOF BEYOND® MASTER r r- � 00 - 00 2 4 BEDROOM Iw- M o co of 7 6 RIDGE VENT ASPHALT ROOF SHINGLES O �i c'J M M cD M M R106E VENT 12 -71 121— IN5TALL ICE I WATER 5HIELD PER MAM.IFAGTURERS PLYWOOD SHEATHING / 5PEGIFIGATION5 TO MAINTAIN / PRODUCT WARRANTY LINE OF DORMER RIDGE VENT 15#ROOFING FELT PAPER / NOTE: WALL5 BEYOND 12 INSTALL ICE d WATER 5HIELD PER vi z cn U) BEDROOM#3 / ROOF FRAMING z z z o z z x x APPLY ICE I WATER 5HIELD IN MANUFACTURERS SPECS.TO / 0 0 0 0 0 z z FAIR WEATHER WHEN THE AIR, MAINTAIN PRODUCT WARRANTY. a g a ROOF DECK AND MEMBRANE " / > > > w > > a o 0 12 CARRY DOWN ffitONT OF FASCIA- > n --� > ARE AT TEMPERATURE5 OF 9 MIN 4 TYPICAL / w w of w 1:610 U U 40°F(5°G)OR HIGHER. EXPOSED LOW GDR w w w w w ROOF BREAK 0.40 ALUMINUM DRIP EDGE BEYOND Ix8 FASCIA BD. FLUSH ROOFS GAP LINE OF ROOF / N BEYOND®GARAGE 8"AZEK 6v TER / o FRIEZE BEDRM#2 _ N AREA -- W- _ _ _ GREAT ROOM PLATE HT. TE HT. mull ninl, PLATE HT. Z IO"AZEK ELII OH. I w7T7 (n RG- 02421.8 503.8 FRIEZE BD. 2'-0° i i i "- - ' — � �j `�' 2020 NY5 ( � oH. F—+ VENTING 5Y5TEM TERMINATION LOCATION: a / i i i i I i O0 U m THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN l I I i -� I I z O � INPUT OF 10,000 BTU PER HOUR(3K6)OR LE55 SHALL BE z I I I I I " I I I NOTE. v ui LOCATED AT LEAST 6'FROM ANY AIR OPENING INTO A / i i i ~ 10 SQUARE HBrE6 DERMA i CL APPLY ICE E WATER SHIELD IN 0 _ BUILDING,AND SUCH AN APPLIANCE WITH AN INPUT OVER 10,000 o I I I o CAST COLUMN#46382 W/ I I G-1 o FAIR WEATHER Z BTU PER HOUR BUT NOT OVER 50,000 BTU PER HOUR SHALL BE _ _ i i i o _ I I SQUARE FLAT GAP RE ATROODECK AND IN5TALLED WITH A q INCH VENT TERMINATION CLEARANCE,AND - i i i i I I BASE(OR EQUAL) - i i TEMPERATURE5 OF 40°17(5°G)OR cl O > q AN APPLIANCE WITH AN INPUT OVER 50,000 BTU PER HOUR CORNER COLUMN TO BE 5HALL HAVE AT LEAST A 12 INCH VENT TERMINATION Q , , , J PROVIDED W/SPLIT KIT i i 1–+-1 CLEARANCE.THE BOTTOM OF THE VENT TERMINAL AND THE AIR = I I I I I a INTAKE SHALL BE LOCATED AT LEAST 12"ABOVE GRADE. I I I FASCIA BOARD 'AZEK 5OFFIT ❑ I I I I I BOARD W/2'CONT. VENTING OR VENTED v FIN. 15T FLOOR i i i i _ _ i i FIN. IST_FLOOR VINYL 5OFFIT J I OIL ELEV.+o'-0" - - - - - ELEV.+0'-0" ~ c� 2020 NY5RG- R3I2.2.I m IN DWELLING UNITS,WHERE THE TOP OF THE SILL OF AN _ _ _ _ _ _ _ _ _ _ _ _ _ DETAIL z a OPERABLE WINDOW OPENIN6 15 LOCATED LE-55 THAN 24" EXTERIOR WALL I I lo" 5QUARE EfBd6 PERMA I I 6x6 P.T.POST WITH i I I I I ABOVE THE FIN15HED FLOOR AND GREATER THAN 72"ABOVE -HARDIPLANK 5HIN6LE 510IN6 I I GA5T GOLL"N#46382 Wl I I 51MP50N BG52-3/b P05T I I I I 7 , (D m THE FINISHED GRADE OR OTHER 5URFACE BELOW ON THE -TYVEK OR EQUAL 5QUARE FL T GAP :l GAP ANCHOR 151MP5ON I '� I I I I I I I cn .... . ... .... . .... . EXTERIOR OF THE BUILDING,THE OPERABLE WINDOW 5HALL -7/16'05B 5HEATHIN6 BA5E(OR EF) ' ABWb P05T BASE(TYP WALL 0 MA5TER n r n w COMPLY WITH ONE OF THE FOLLOWING: -2xb WOOD 5TUD5® Ib'O.G. I I CORNER GDTO BE I I -ALL COLUMN5) I I I I BEDROOM BEYOND I q SCALE: 1 1/2 = 1 -0 o G\ TEREO 'OPENIN65 THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE _ -b'R-21 BATT5 I PROVIDED IT KIT I I I I I I I FDI Q U N OBER '9.A TO PA55 POSITION THROUGH THE OPENING IN I'T5 LAR6E5T OPENED I I I L I I I I I I I Q C�� rC, *FALL PREVENTION DEVICES THAT COMPLY WITH A5TM F 20A0 w I ,+�' m m ^� \n ti I I I I I I I I I I (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO WALL®GARAGE I I I I I I I I I I / RELEA5E THE CONTROL DEVICE ALLOWING THE WINDOW TO BEYOND A, Z FULLY OPEN,5HALL NOT REDUCE THE NET CLEAR OPENING Y AREA OF THE WINDOW UNIT TO LESS THAN 5.1 5WARE FEET. BA5EMENT I I I I I I I I _ I _ _ _ _ I _ BA5EMENT - - — — — — T — — — — — — — — — — — — — — — — — — — — — — — — — — — —I – – T — �o L- - - - - - - - - - -1- - - - - - --L - - - - - - - 1- - - - - - - - - - - J- - - - - - - - - - - - - - - - - - - - - - -I- -- - - - - - -1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - .WY��.................. NUMBER S I C HT END ELEVATION . . 2016023 6 I/4.1 _ 111-0111 w UNIT 4 s UNIT 4 6 UNIT 4 5 DUET CLUSTER 0- SHEET NUMBER MODEL C (FESCUE) NN" - (MODEL Q (MODEL Q ELEVATIONS U) W 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED ~ W LINE OF REAR CHEEK Z W 11'-2" 14'46" I 14'-2" II'2° 13'-0 WALL® UNIT 46 o U N U (�� O — V 0- t FZ W - ` C A 1 -cv A C N _O i o rn " 'm 4"-d `n w •� 6-j Qom N yNz — CL(/)-.5 12'-10" 4'-II" 4'4"M.O. 5'-3" 4'-II" 4'-4" M.O. 4'-11" 10'-0" 12'-10" 8.. O L w ' M 8" 10'-0° 8" � _ 0 Q x m c) UNEXGAV. o q o o q o I I ° U M 10 �' co P.G.SLAB WITH bxb, c) 10/10 H.H.M.OR FIBERMESH. �f _o FDI o I 'T UNEXGAV. MIN.3500 P51 LONG. 2 4 P.G.SLAB WITH bxb, r-4444-, FD1 I 1 10/10 W.W.M.OR FIBERME5H. a o 2 MIN.3500 P51 GONG. HD HD E61RE55 I FD1 WINDOW m I r-4444-, o o :T/ p O m O FIDI 2x12 FLOOR JOt5T5 HD E64ZE55 I Z 2'x 10' o ® Ib O.G. o p I WINDOW �I O SLAB SEAT - u� o cv "' O I Q o I o U '�' 2x12 FLOOR J015T5 HD 4'WIDE J015T J I . ® Ib"D.G. H SEAT.T.O.SEAT o 2'x lo` (n Q Q ELEV= (-)1'-I�' II D1 O -J l- �n --;�- SLAB SEAT ZO 15T— HID 12'WITH DAMPROOFI ON 4 l ( 2 I SEAT.TA.PL.FOUNDATION HALLI 4'HIDE 5EAT - 2_0 10" 24"x 12"PL.FOOTIN6 13'-2" ( F01 q'-4" 14'-8" I I I ELEV= !-)i-I Q J Q O IL p o d L26 P.G.FOUNDATION WALL _ u M DIRECT VENT HEATING EQUIP. I Ln IO'P.G.FOUNDATION I 4 WITH DAMPROOFIN6 ON " O m 3"DIA STEEL COLUMN WALL NTH DAMPROOFIN6 ►-0 I 14-8 q-4 FDI I 13-2 2,-0" HD APPLIANCE CLEARANCE ON `x�x P PG I 24'x 12'P.G.FOOTING 10" • FT ONJ IF- P l ON 20"x 10"P.G.FOOTING I J V J IANGES SHALL BE INSTALLED0'-0' I p O T.O.H.ELEV. = " , 4'WIDE WI THE GLEARANGE5 FROM F- ( I I I I 10 H D FOUNDATION 3�'DIA 5TEFL GOL.UMN '- DIRECT VENT HEATING EQUIP. w J015T SEAT. UNPROTECTED COMBUSTIBLE I_ UNF NI D B T J WALL WITH DAMPROOFIN6 ON x x RPG APPLIANCE CLEARANCE HD TOW.ELEV= (-)I'-* A��IAINGE LABEL A BIND ON THE L J '8'-0'GEI � ON 20"x 10"P.G.FOOTING (- � --j �6(UbN) APPLIANGE5 SHALL BE IN5T II MANUFACTURERS INSTALLATION SPRAY FOAM INSUL I I -T.O.W.ELEV.= 0-0 I WITH THE GLEARANGE5 FR M 4'WIDE I I J UNPROTECTED COMBUSTIBLE INiTRUGTIDNS. HT OR DRA INSULATION FULL I I- UNFINISHED BASE T MATERIAL5 A5 INDICATED ON J015T SEAT. Ile 05ED HOT WATf3Z PIPING AND/ 00 0o I +B'-0'GEILI HL� Ex� I TOW.ELEV= HFAtiN6 IYIIGTS 70 EE INSULATED AS PER _1 *(R-13)G G Y OAM IN5UL L APPLIANCE LABEL AND IN VIDE FRESH AIR INTAKE O Q N.Y5.CODE. I ( I ALONG INSIDE AG FULL MANUFAGT1JRtR5 INSTALLATI N • MECH EQUIP PER CODE 6 r I o0 0o HT OR INSULATION INSTWJGTI0T�15. .� HD 1-2 ( 4�AT1 DUG TO BEI LA I Atm/OR2x12 FLOOR JOISTS I i�80R 5T5 I 2x12 FLOOR JOISTS I o IHOTKA*R � 0 Ib"O.G. Ib"O.G. I ® 16"O.G. o p PROVIDE FRESH AIR INTA 2 / I I N.YS.GORE. II II r_ p TO MECH EQUIP PER GO U) [� 2x12 FLOOR J015T5 2AI FL06R115T'S ( 2x12 FLOOR JOISTS L , - - - L J I L J m 0 16"O.G. ® ib`O.G. ® I6"O.G. 2'-0" ❑ r T 1 1 BASEMENT SLAB t 8 � F FD1 14'P.G.5LAB 1 . PSI CON- FDI o — — 1 ( ( SEMENT SLAB I 406 MI VAPOR J + 4'P.G.5LAB(MIN.2500 P51 GONG) ` I m 8 l 1 BARRIER * MIL.POLYEThELENE VAPOR r p 'TAMP d FILL 14555 DENSITY FD1 v 10" 8'-0" 15'-O �— x — `� 14'-2" I I I'-0" -2 FDI $TAMP d 1 70 4555 DENSITY POST ABOVE (4)2" I "FLUSH 411 _ I� UND EARINO WALL Q j -1 L -J r o o - _ !2)FJ - - - - - - I I 14'-2" a� xl - 5'-0" 8' O° 10" Q (A I P05T ABOVE F- U (4)2"XI " LUSH `r (- _ - 21 FJ _ _ UNDER BEARIt �nI > - Z (2)FJ r- W F �I I 0 10" Io 5'-4" Q, _,- - - 2 FJ I - O 4u Q 7LEL�Y=i=JI- eJ 3 _ r- 4"WIDE J015T 11U ( 121L o = 5'-4' i4o.SEAT.T.O.5EAT - Q ELEV= (-)1'-I� Q I LOOR15T5 -/-/(3 2X12 >- --max I� 4"WIDE J015T _ ILe - > SEAT.T.D.SEAT - - - - - 3' 8" x _2" `�' I 3 T.O u� Q ELEV=(-)I'-I�" 1-- - -J o C-6 - " 2x12 FLOOR 5 5 - UNEXGAV. 2x12 FL JOISTS — � o — — �6" _= II lu � _ _ � i — — — � 4 PL.5LAB WITH 0 1 "O.G. �-c- . F{p 7 bxb, 10/10 W.W.M. - O.W �- m 4'_ " w 1- 11 °D o_o °.° FD1 OR FIBERME5-1 J 4" 8" O' ° _ _ 2x12 FL J015T5 J UNEXGAV. Q N N N r> r� h1rN.3500 P51 7 .— N (V (M M CD cM to � 4L ® I6"O.G. 4`P.G.SLAB HIFD1 a G. x 4 — _ I 6x6, 10/10 W.W. . 4'-b" I'-0" q'-10" x 1 8° " ry FDi I I o J OR FIBERMESH. 2"x 10' I - � MIN.3500�1 = B SLAB SEAT `I C66 I C-6 C36 4._b.. az r- CB6 �I 2"x 10" 15 � LAB SEAT � 3'-2" • #5 CORN KEBABS W/ 4'-0° 5 #5 CORNER REBA W/ 4'-0" 1-0 z z z o z z x x T ( )2"X12"FLUSH LE65® DPOINT of FW-2 " °3 UP 14R FOUNDATION WALL 16 LEGS® MIDPOINT HD z z w w 4 WIDE J015T '- " p " o 0 0 ►- o o g z a s SEAT.T.O.SEAT L -2-xt2 JOISTS FROM T $ BOTTTOM. o I FOUNDATION WALL I-b > W a g `p ELEV= !-)I'-I " (2)2X12 FLUSH p I FROM TOP t BOTTT M. w m v v v ® I G. (3)2"X12"FLUSH �T w w w w w w 10.1 2=6 W-21. 8 11 I o UP 14R 3-4"° " u, UNEXCAVATED TYPICAL O 4 WIDE J015T GARAGE 5LAB o UNEXGAVATED TYPIGAL (2)2X12 FLUSH 2x12 FLO 15TH T.T.O.SEAT +4'P.G.5LAB(MIN.3500 P51 LONG) a I Q� GARAGE 5LAB ® 1 'G' ELEV= (-)I'-I�" N " 12"FLU5H REINFORGED WITH bxb,10/10 W.W.M. N I tK ( A P.G.5LAB(MIN.3500 P51 GONG) 8" 14'-2" 2'-b" N • •TAMP d FILL TO g5%DENSITY Q Hp "SLOPE 6ARA6E 5LAB DOM 2' I o O f REINFORCED WITH bxb,10/10 HAM. M. p � TAMP d FILL TO g5S5 DENSITY 2A2 FL TS TOWARDS GARAGE DOOR I I ° ~ 'SLOPE 6ARA6E 5LAB DOWN 2' 0 Ib"O. TOWARDS GARAGE DOOR I (3)2"XI2" _ • Z 10" 2'-6" `r II'-8" 8° 17'-10" 1-0" 0 2x FL J01 5 v c� Ib"O.G.o O ( m 8" P.G. FOUNDATION I 1'-0" IT-10" e" II'-8" ' 2'-6" 10" `r W w HD • 4"WIDE J015T WALL WITH Y SEAT.TO.SEAT DAMPROOFIN6 ON TOP OF WALL I b" P.G.FOUNDATION w 4" ib"x b" OP P.G. DN= -1'-2" WALL WITH Z o ELEV= (-)i-I " I FOOTING DAMPROOFING ON O III Ib"x b" DP P.G. 4'WIDE J015T HD O o >- 2x12 FLOOR JOISTS TOP OF WALL FOOTING 4„ SEAT.TO.SEAT W n �� . . l u' r ELEV= (-)I'-I " 0 0 Ib"O.G. B 8" DN= -1'-2" r- o a� cz 10" II'-4" 10" '- 0 3 . . 2x12 FLOOR JOISTS FD1 0AB A13 0 ® IWOL. 6 cv o 3 0 10" 0 F T m z 6i HIP HD FD1 1-0 Ib'-0"M.O. I'-4" i'-8" 161-011 M.O. �G\S f�F� LINE OF FRONT OF 2 U o��N 'y "� FOUNDATION WALL® „ „ „ " " " " 1-- RD BEDROOM#2 UNIT 45 m 2'-0' 2'-6' 2'-b' 13-0 Q > �, 18 4 18 8 13'-0" 2'-b 2-6 2-0 F rn UNIT 46 UNIT 4 5 ° �K/ 0 ... ... . .. . . .. ... MODEL C (FESCUE). MODEL C (FESCUE) J B NUMBER .. 2016023 MULTIPLE LVL GIRDER GONNEGTION5: GENERAL CONTRACTORS AND SUBGONTRAGTORS TO REVIEW THESE UNIT 4 6 UNIT 4 5 DUET CLUSTER. Q SHEET NUMBER HD= HOLD DOWN GON5TRUGTION DOGUMENT5 UPON REGEIPT FROM ARCHITECT AND r FOR ALL MULTIPLE LVL 61RDER5, LA6 BOLT REPORT ANY AND ALL 015GREPANGIE5 INGLUDINO ANY DIMENSIONAL FOUNDATION PLAN AB= ANCHOR BOLT5® TOGETHER W/ 1/2" BOLTS @ 2'-0" O.G., 2" MIN, GONFLIGT5, IMMEDIATLEY TO ARGHITEGT FOR GORREGTIVE MEA5URE5 Z 6ARA6E51MP50N " 1�411=1r-ovl (MODEL Q (MODEL Q FOUNDATION PLAN " C � 2 STRONG WALLS FROM TOP $ BOTTOM, MIN. 4 FROM END5 PRIOR TO GON5TRUGTION. DO NOT 5GALE DRAWIN65. DIMEN510% u� SHALL BE GALGULATED AND NEVER 5GALED UNLE55 OTHEM15E NOTED. W 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED LINE OF REAR k e- COVERED PORCH r1 1 —710"_5QUARE HB$6 PERMA GA5T COLUMN ®UNIT 46 Z V/ 10" SQUARE HBd6 DERMA CENTER LINE OF - - - o - - - #46382 W/SQUARE FLAT GAP 4 BA5E - - - - W --- 8 CAST COLUMN#46382 W/ 2 HOUR FIRE RATED (OR EQUAIa -CORNER COLUMN TO BE O a--J di bxb P.T.P05T WITH I i RE515TANGE WALL PROVIDED W/SPLIT KIT - U Y C 5QUARE FLAT GAP 4 BA5E A A 51MP5oN BG52-3/,6 POST I 14'-2" I C-7 (OR EQUAL) -CORNER C-6 A55EMBLY C-6 C-7 V -( 2X8T.�I Z t GAP ANCHOR 4 51MP50N i I GOLUMN TO BE PROVIDED ^^ '' ABI16b P05T BASE(TYP W/SPLIT KIT i 14-2' O W i o rn " i 6x6 P.T.P05T WITH I I I o 0 51MP50N BG52-3/b P05T =3 U) o ALL COLUMNS) » » ( o » o » I » „ GAP ANCHOR 4 51MP50N U + I, 2-0 13-2 I I'-0" - 14-b 14-2' I I-0 13'-2 I 2-0 ABUbb POST BA5E(TYP N o I COVERED ALIGN TOP of t� (2)3016 TR 12 (2)3016 TR (2)3016 TR p (2)3016 TR U > _ (2)3050 DH COVERED I -ALL GOLUMN5) F- +� N>- PORCH TRANSOMS (,,, ® 8'-0'HD HT DI ®2)8o"HD HT " » ®8-0"fiD HT ®ate HOD PH » I PORCH » I I o Z (�j °��' �n 5'-6" 5'-6" b'-10 1-8 1 4 b-10 5'-(g' 5'-b 6-1 b'-1 I O i- x 'a M o - O Q W cM Ig ALIGN TOP OF I C 1 co ' N I 12 2 "� TRANSOMS I v _ Mco N� DI r - - -�r DI Dt FW2 D1 ry I ►�' ❑ U HD L _ _ _ JL -� _ J HD m � g016 TR ® 1 12 Iq - - - 19 I I x o (7 6080 5L. L.OR W/ 3016 (2)2X10 HDR J — — = DI DI ( r -— r ( DI I N a — — 4 4 fl (2) W' SID 16HT5 0 8 HD L _ _ J L - - - J HO o 1 305o I g — m I r - - - -1t - - - -1 I Im m L - - �J - - - J HD — g016TR i 9 0 (2)2XIo HDR 301b 1z b080 6L.OR W/ '— — — I ®® 41-01"HP (2) IS" IDELI6HT5 DI f - - - - - - - _cv L J VAULTED GEILIN6 \ (2)2X HDR (� I r - - _ r - - - m _ = 3050 DH i o BREAKFAST \ '— — — / HD L - _ � L - - - J o I I _' HD e \ lq / m u' 1 I I I F/2t O 525' I I 1/8"LVL HDR AREA \ DI / I (2)2X1 HDR o � L- -�r - -� - - -- - - - - DI H \ / VAULTED GEILIN6 U - - - - - - -— — / BREAKFAST - —- - - — — `�' 14'-0" 3'-0" 4'_2" 2'-0" 4° I 14'-0" I \ Iq / 28Ib TR 0 I o I I \ DI / AREA 1z 525"x II 1/8'L HDR J U' 2852 DH I I 21 G I I - - - - - - - -( `- z Z 0 V-Ow HD HT L J N DI I I I1-4" I 14'-0" I 4" 2'-O" 4'-2" 3'-0" 14'-0" b" `" O g I 22852 DH 13'-0"TRAY GEILIN6 I I I 21 "G o I I TR o O -- I I MASTER BEDROOM I I I II x I I I I DI x e-0 HD HT LL Ln PRE-FAB VAULTED CEILING I D I I w I 1 I 13'-0" Y CEILING I -1 L J ~ FIREPLACE GREAT ROOM ��-- o I z I I I MASTER BEDROOM I -- O m u m I I I II PRE-FAB ❑ Qj� m 1 o oz I I - ( w 1 I D I VAULTED GEILIN6 u, N VAULTED GE LING I I I 1 I L---J1 GREAT ROOM FIREPLACE TE 6L DRS KITGH N I I I - I FW-2 I i I m RAIS D HEARTH ( I I ( I I I Ell Y TED CEILING-o ITCHEN TEMP DRs 0 2'- 6» Ib'-4" 4" b " 1 4 3 / 4» 5 0 4„ 5\di 4 RA15ED HEARTH ~� I 2816 TR® - - - - -� ` 2852 DH I I x cv - - - 4� �-0.. 4" 5 0" 4 3rd» 4" b' b" 4" Ib'-4" � b» L1J 8'-0'HD HT L J ms's - m U) v s8 q'-0'GEILI G ry� - - \ I I 2816 TR 12 4'-2" 4" 2'-O" 4" HIGL Q' G ILIN6 ?s -- -n bbd _ L J V-08HP HT v J DI GANTIL.EVER � s � w O cn (2)2X12 FLUSH PANT. 1 12 LIN. ��°� c58 I HIGL I 8 q' 'GEILIN6 I1z LINE OF 5EGOND " q' » I I I g'-0"GEILIN6 HIGL 4" -0" ry 4'-2" DI FLOOR ABOVE 4 _ 4 GEILIN6 �- J i HIGL I '1�� /�'e LIN. PANT. ry (2)2X12 FLUSH ccs oCANTILEVER INT BR6 PRTN a� U ' I F I3))28 2 DH F- Q VAULTED GEILIN6 (2) 2X12 ® END _ J GEILIN6 1 `r 2"X 4' 4' LINE OF SECOND I I I Q 8'-0"HD HT I I ( DINING AREA `r - - z0 CUD 'ATTIC rWC I INT R6 PRTN _ _ , _ FLOOR ABOVE 1 I I (2)2668 BIFOLD DOORS I E55 _ o m n L -� (3)28Ib TR® c) (2) 2X12 ® END VAULTED GEILIN6 19 F- -) U I I ®ED NO "A"CANT'L HATCH - 2■X U(:D o (3)2852 DH F- 10" SQUARE HB46 DERMA I L J CCJ _ _ # r Low(2)2X10 IiDR a? bbd ® q'-0" CEILING © WC 3o"ATTIC z _ DINING AREA I I I 8'-0•HD HT w CAST COLUMN 46382 W/ I I s6• I q-0 m '1- 5D �'� )=F � ACCESS ® " � Q 5QUARE FLAT GAP 4 BASE I I I I 21 "C I e CEILING 1z MASTER I HATCH "A'GA FJ SD I I I (2)2668 BIFOLD DOORS ( � L J I iPER COLUMN U 9 (OR EQUAL) - CORNER (3)2X6 DN 148 I L J POST " BATHROOM © q'-0"GEILIN6 �4-6165,9 ® `'66e a� LOW(2)2X10 HDR rn I #46382 W/5QUARE O COLW/5P T KI TO BE PROVIDED l- DI o 4 3=10 4' 3=4 4' 10'-4" 4 MASTER - SD m g-O I ,ye° 1 I I FLAT GAP 4 BASE o U - GEILIN6 I (OR EQUAL) - ,QiBATHROOM `� DN 4R 21 "G" �) ' I CORNER COLUMN TO g HD 9 ?�8 GL' v0 »x I 4" 10'-4" 4" 5-4" 4" 3'-10" 4" p DI P05T L BE PROVIDED W/ Q SPLIT KIT 1 cn 5016 TR °1 COVERED 1 I o SHWR PAN --__ o GL. �� m HD (3) 2x6 HDR IR I PORGI}1 (I g _o NOS '": - <PAN i a 3080 EXT IN5UL OR � I I VAULTED CEI IN6 I I SHWI I COVERED 28,68 IN5UL OR- TEMP.6LA55 COVERED Iq _ _ W/(2) 12" 5'-4-1 1 I = I i 0 5016 TR m n - - co - FOYE 45 MIN.FIRE I 51DELIGHTS RATED W/SELF KNEE WALL I � ° ° �- ~ M o PTN ON 2X4 NOTE 'S": � I DI � � °'r _� 1 I I 1 '- GLO5ING DEVICE p I i- 3080 EXT INSUL OR p B m e. 2 3'-4' 10'-0" 4" 3'-4" B _ � N I I I � u � B � � N N M M fD � M to b" 6" 6 2868 IN5UL DRILI e--- C-6 bxb P.T.POST WITH 2 2X12 J. C-6 I C-6 45 MIN.FIRE I - V TED GEILIN6 I I 5'-4 W/(2) 12 C-6 5►MP50N BG52-3/b POST HD CO2 = , ` 51DELI6HT5 I I TEMP. GLA55 RATED W/SELF =, FOYER GAP ANCHOR d 51MP50N m "'— I I TWO GAR GARAGE I I GLo51NG DEVICE I I I PTN ON 2X4 b 3'-4" 4° 10'-O" 6 -4" m AEWb P05T BASE(TYP I •4'P.G.5LAB(MIN.3500 P51 -jI I KNEE WALL 2 2X12 FJ. i m - THITH ALL GOLUMN5) Iq oL ® 1 I 10 0 WWM ED WITH bxb, I i HD 51MP50N BG52-3%b POST WC = 5D 1 Rj "SLOPE 6ARA6E SLAB DOhM 2" I I THO GAR GARAGE a GAP ANCHOR 4 51MP50N C? UP 15R ( TOWARD5 6ARA6E DOOR (I f 1 ABUbb P05T$A5E(TYP V) „ »© » » 1 I ' 'TYPE'X'GYP BD ON 6,08,06E I I I I 4 P G.SLAB(MIN.3500 PSI -- cn cn x x 3030 AWN 6 8 6 EF 4 4' 6" 3-8 b I CM)REINFORCED WITH bxb, I L V o -ALL COLUMNS) z z z _o z z z � w w O ( � WALL5 4 GEILIN6 lL ® m O O O H O O ®8'-O"HD HT N ,. . . 0 1 10/10 W W.M. 5D WC Iq ¢ - z a a m IO-0 GEILIN6 o cn IIx TYPE X GYP BD ON INT OF z xI I •SLOPI=6,08,06E SLAB DOWN 2' 1 - N D V) � N a g > > © e UP 15R o > > > > > m BATH #2 _ m 4 LIVING SPACE COMMON WALLS TO cv I 5 I ¢ TOWARDS 6ARA6E DOOR 1 DI w w W w w w 6 a o o 1 6,08,06E �I I I-i "'J" • • b° 3'-8" 4'-6" 4" "' EF©8'-6" b" 3030 AWN w m v O v B I Q I �-2 I 1 N O WALLS E GEI6N�6 BD ON 6,08,06E I O » HD1 I z m o 101-00 GEILIN6 en o I x sk TYPE'X'GYP BD ON INT or- L! I /1 © o `1 ( ucv u"I I N = LIVING SPACE COMMON WALLS TO I m BATH #2 Ig �os8 INT BRG PRTN I I LINE OF 5EGONO I 11� 0 6ARA6E m N FLOOR ABOVE I I('� `�' b (4)2xb P05T I b"(R-21)BATT5 I I I I I I INT BR6 PRTN ENERGY NOTES 11'-0"GEILIN6 LINE OF 5EGONO I ® o - ALL CONSTRUCTION SHALL COMPLY WITH THE 2020 ECCCNYS 9 BED OOM #2 _ 1 L _ r -1 J I _ D/21 I FLOOR ABOVE I I OD �, DI w -L - -�— 6'(R 2t)BATT5 RESIDENTIAL PROVISIONS. HD - - -==-J- - DI I I (4)2xb P05T a 0 2'-6" b" 12'-0" 6» 18'-0" v 4' I I II'-0"GEIL N6 l O U m - SEE SHEET T-2 ENERGY CODE NOTES N 1101.10.1.1 - N 1104.1 m Iq I L '47_ F- -1 J 1� BEDROO #2 1 J o DI (3) 1j"X 160 LOW -'�N4 Q - - J- -L - -- - Hp > Y — — U ui 1,6010 OH DRw Lu LBEARING6 WALLUNDER m I - i 1 , m 4" I8'-0.. b" 12'-0„ 6 2'6" Iq Q 0 W O 1: o HD - - - - - 5 1/4 x I6 LVL HDR � Iq Iq DI (� r- » Hp � � (3) 1j"X Ib"LOW a� Q Ig F/21 D1 `y ® LVL GIRDER UNDER cv O 16010 OH OR - � 2020 NY5RC- 62427.8 (50 3,b) _ _ VENTING SYSTEM TERMINATION LOCATION: 1 D1 o DI o `� DI e _ _ _ _ - _- e BEARING WALL Q H THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN INPUT OF C-1.1 v HD 5 I/4"x Ib"LVL HDR HD Iq '_ ;- E-+ 10,000 BTU PER HOUR(3W OR LE55 SHALL BE LOGATED AT LEAST 0/21 F/21 ❑ b"FROM ANY AIR OPENING INTO A BUILDING,AND SUCH AN % APPLIANCE WITH AN INPUT OVER I0,000 BTU PER HOUR BUT NOT HD SEAT HDm o DI I 2 DI o C-1.1 OVER 50,000 BTU PER HOUR SHALL BE IN5TALLED WITH A q INCH - (2)2X10 HDR1\1FI VENT TERMINATION CLEARANCE,AND AN APPLIANCE WITH AN INPUT - 1 } OVER 50,000 BTU PER HOUR SHALL HAVE AT LEAST A 12 INCH VENT m o Iq r � �r — — — � DI HD SEAT � HD = z � co z TERMINATION CLEARANGE.THE BOTTOM OF THE VENT TERMINAL AND L - - - JL - - - J w THE AIR INTAKE SHALL BE LOCATED AT LEAST 12"ABOVE 6RADE. DI (2)301 TR J (2)2X10 I IDR Z U LINE Of:UNIT 45 (2) DH - - - - - -- r (2) Ib V-01 HP HT BEDROOM#2 C A A (pj C L - -(2) DH- - J W �G�S ER FRONT BAY 4'-0" 4'-0" C-7 C-6 C-6 C-7 ®8'-O"HO HT D1 p �N OBFRT 9,p 2020 N(5RG- 8312.2.1 WALL BEYOND 4'-0 4, °„ U IN DWELLING UNITS,WHERE THE TOP OF THE 51LL OF AN OPERABLE 2'-6" 8'-O" 2'-b" t-0 16'-0"R.O. 1'-4" I'-8" I6'-0" R.O. t-O 2'-6" V-0" WINDOW OPENING 15 LOCATED LE-55 THAN 24"ABOVE THE FINI5HEP m FLOOR AND 6REATER THAN 12"A30VE THE FINISHED 6RADE OR 2'-b. 2-6 13-0 13-0 2'-6 2'-6 t z n OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING,THE » „ = OPERABLE WINDOW SHALL GOMPLY WITH ONE OF THE FOLLOWING. 2'-0" 3b'-4" 36'-S 2'-0" U .• j 'OPENIN65 THAT WILL NOT ALLO11 A 4 INCH DIAMETER SPHERE TO \ / CENTER LINE OF PA55 THRouGl1 THE oPENM6 IN AT LARGEST OPENED POSITION. TOTAL LI Y IN6 AREA = 2 013 5Q. FT. 2 HOUR FIRE RATED NIT 4FLOOR P TOTAL LIVIN6 AREA = 2 01350. I=T. ❑ , FALL PREVENTION DEVICES THAT COMPLY WITH A5TM F 2og0 UNIT 46 FLOOR PLAN I U 5 LAN ' wY° MmE wINDOW OPENING CONTROL DEVICE AFTER OPERATION TO }� I I II RE515TANGE WALL RELEA5E THE CONTROL DEVIGE AIIOWIN6 TI-E WINDOW TO FULLY NOTE � : 2X12 1=J @ 16 OG. �� A55EMBLY OPEN,5HALL NOT REDUCE THE NET CLEAR OPENING AREA OF THE MODEL C (FESCUE) 1/4 =1 -0 LIVING AREA= 1,5ga 50. FT. MODEL C (FESCUE) 1/4"=1'-0" LIVING AREA= 1,5aa 5Q. FT. �o NUMBER WINDOW UNIT TO LE55 THAN 5.150UARE FEET. GARAGE AREA= all 50 FT. GARAGE AREA= all 50. FT. 2016023 COVERED PORCH AREA= 250 50. FT. COVERED PORCH AREA= 250 50. FT. iu ONE CARBON MONOXIDE ALARM IN NEW ONE NOTE "50: EF =EMA 6T FAN: GENERAL GONTRAGTOR5 AND 5UBGONTRAGTOR5 TO REVIEW THESE < SHEET NUMBER NOTE R: AND TWO-FAMILY DWELLINGS,TOWNHOU5E5 5TAIR MANUFACTURER TO MULTIPLE LVL GIRDER GONNEGTION5: 50 CFM INTERMITTENT OR NOTE "V": GON5TRUGTION DOGUMENT5 UPON RECEIPT FROM ARCHITECT AND UNIT 4 6 UNIT 4 5 DUET CLUSTER = NOTE: PRE-ENGINEERED ROOF HD= HOLD DOWN AND DWELLING UNITS IN GROUP R-2 DESIGN 5TAIR5 TO MEET ALL © 20 CFM CONTINUOUS ALL DRYE,�TO BE VENTED TRUSSES H/ 12" MIN. HEEL BUILDINGS(CONDOS a GO-0PS)AND UNITS APPLICABLE GODE5 AND TO FOR ALL MULTIPLE LVL GIRDERS LAG BOLT REPORT ANY AND ALL 015GREPANGIE5 INGLUDIN6 ANY DIMENSIONAL a ALL HINDOH5 5HALL BE TO OUf51DE AIR PER GODS Z OFFERED FOR SALE IN THE IMMEDIATE REPORT ANY DISCREPENGIES TOGETHER H/ 1/2" BOLT5 @ 2'-0" O.G. 2" MIN 602 CARBON MONOXIDE =ALL WASHER To BE CONFLICTS, IMMEDIATLEY TO ARCHITECT FOR CORRECTIVE MEASURES C (MODEL C FLOOR PLANANDER5EN 200 5ERIE5 HEIGHTS (U.O.N.) @ 24 O.G. ©= TEMPERED VICINITY OF BEDROOMS,ON THE LOWEST AND CONFLIGT5 TO THE ® DETECTOR PROVIDED WITH DRAIN PANS PRIOR TO GON5TRUGTION. DO NOT 5GALE DRAWINGS. DIMEN51ON5 SHALL (MODEL ! / C � 3DE516NED BY TRU55 ENGINEER 6LAZM6 ARCHITECT PRIOR TO STAIR FROM TOP BOTTOM, MIN. 4 FROM ENDS / / w FLOOR LEVEL CONTAINING BEDROOMS. FABRICATION. � SMOKE DETECTOR BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. � COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED 4= F o H Z w E - - - - - - -r�-1 — — — — — 11'-0" PL HT AFF. V I I I - - - - - - - - - Z VCL I i I II'-0"PL HT AFF. O Q"� N :E A - -µ—J- - - - - 11-- .�.� OH. C-7 C-6 CENTER LINE OF I II U ■r-�1 U > a' II'-0" PL HT AFF. I I I I 2 HOUR FIRE RATED I r-o" I i t � ,4? o N, I RE515TANCE WALL A C OR I �'- N w Z _ A55ENBLY C-6 y -r I I I z � 5 6,n L a(n 0) I II'-0" PL HT AFF. UO Q w m I I I � i2 co I-0I I o 0 2 I- 0 I I I I I oH. ( I 11'-0" PL HT AFF. I FW2 I I I I (D � _ I I � I —� II'-0" PL HT AFF. 1'-0" IIII I I OH. FRAME OR z �s o E_ I-r - = = _ � _ _ _ = �� / IIII - == — - - - � 0 t- Z IIII I I I I I I I O IIII i i -1 I I III - - - - - - - - � II I 0 I i I IIII I I I I I II I o I I r -Ir_-] I I I I I I I F- T7 IIII F- L1"� 1- --' F- I II I I I I III I i I I I I z m I r I I IL JI I I I I IIII I I I I I I I ❑ I I I I I 1 L _ r- � II it a II 1 1 i 1 I I IL JI I I I II i NOTE "R' II � I _ I I I I I I I it I I I NOTE "R" L -1 _ _ J ° ° \J1 L - �-- - - - - - - - - --� L - -1-- � � w I o -1 f I o � - - II / �T - - - II �� ❑ W O III 6° 15'-4" I'-0., 4" I 1 13'-10" \ 4" " 4" "I " I L 115'-0 1--4" 4 Q III (4)2x6 POST i I I I I I 1'-4" 4" 5'-0"I I / 3'-l0" I I 4" I'-0" 15'-4" U III ROOF TRU55 GIRDER INT 13%PRTN I ( b" I IOH. D - - - - - - - I I -n _ � �____ Q 11 (4)2xb P05T IIII F- II I RAILLTU-5jo I I !NT BRG PRTN I - - - -ROOF TRU55 GIRDER- - III Z r III w `■./ I 1z RAIL III III( 15'-2"— — — 4.. a E b' b' b Tile / IIII U OPEN TO FOYER BELOW _ — O IIII ® b'-0'GEILIN6 8'-0"GEILIN6 � 0 ON 13R SD LOFT BATH #3-1 EFS 4" RAIL OPEN TO FOYER BELOW III i I b" I 4" " 4 „ 6" I b" b'-0"GEILIN6 b'-0'GEILIN6 L - - - - =- -I ry b-O 4-8 3 Q 5D -, I—BATH #3 LOFT —1 -� - - - � I I a RAIL 158 1 I � OR I I I I d- 10 �- ti b., �- b" 3 2" 4" 4'-b.. 4" b'-0•' b' r - - - - - - - - - - - - - 41 B I I `'ss �J II m I I / p 4" 3,2., b" 3'-0" 4" C 6 8 III OR H M 6 t1; 6 ai co Z ...�7 I ( I Q N N N CM I� N N O ��6� ®� 3,_2" 4" I = Z I I I I Q B I I I III C-6 o sD® ICL I r� _ � T I -0" b° 2'-b" 4„ '� - - - - - -� �- - - - `n b'-o' CEILI !2) 2"XS" = _ =� L I o 0 0 o o Z Z J J L FLUSH I — T — — — _ BED OM #3 I " 4" " " b„ - - - I ( ) I °��I > > > W > > g > D S2 D a p a.po I I I I I I- I I III(2) 2"Xb" b-2 le 2 b 3'-0' - - - I - � I �( w 06 10 010 11-0PL HT. _ l ) I I I I ry I IU51 I 8'-0"GEILIN6 I I I I I I II 1 " b" A III I BED OM #3 � I I I �� I I I I II I CD N �- - - -r 11'-0" PL HT. a ENERGY NOTES I I ( ( I IIII 3'-0.. " tl'-0" b" 3'-0" I L- - - - - - - - L JJ OR ALL CONSTRUCTION SHALL COMPLY WITH THE 2020 ECCCNYS — — — — I I / \ / \ � � r � - -� � - RESIDENTIAL PROVISIONS. IO /Il b'-0" PL HT I A III I ( I I I I \ o= I I w h� - SEE SHEET T-2 ENERGY CODE NOTES N 1101.10.1.1 - N '1104.1 - I I 2 2 2Xb OR III 6 / \ / \ I t I I 2 CL J I ( ) IIII b'-0" PL HT I I ICH" O U o _ _ _o _ _ I O LOWER PL HT. I I I I 307 DH 305 DH N — w W O = Q 2020 NYSRG- 6242"1.8 (50,� (2�2Xb HDR 2)2Xb H I I I L — " w VENTING 5Y5TEM TERMINATION LOCATION: THE VENT TERMINAL OF A DIRECT VENT APPLIANGE WITH AN INPUT OF I " I I I - - - 7'-4"HD HT - - - - 7'-4' -HT - -r III —� — — o — — I I I LOWER PL HT. z_ Q U 10,000 BTU PER HOUR(3KW)OR LE:55 5HALL BE LOGATED AT LEAST I � - - - - - = = - - - - - - - = - I I I ( - O b"FROM ANY AIR OPENING INTO A.BUILDING,AND SUCH AN 1 3052 DH 3052 DH ( I I (n o APPLIANCE WITH AN INPUT OVER 10,000 BTU PER HOUR BUT NOT I o III 7'-4" HT 7'-4" HT ( I I I'-b" OVER 50,000 BTU PER HOUR SHALL BE IN5TALLE:D WITH A 4 INCH I I I I 4-0 PL HT AFF. N I I _ _ _ _ _ _ _ _ _ _ _ _ _ I OR VENT TERMINATION GLEARANGE,AND AN APPLIANGE WITH AN INPUT I I I L OVER 50OW BTU PER HOUR 5HALL HAVE AT LEAST A 12 INCH VENT I i I I R ° TERMINATION CLEARANCE.THE BOTTOM OF THE VENT TERMINAL AND I OH. FRAME Q o '-O' PL HT AFF. I I I w Q THE AIR INTAKE SHALL BE LOGATEO AT LEA5T 12"ABOVE 6RAOE. L_�- _ T - - - - - - - - T - - -J J I OH. I I ; U II'-0"PL HT. L - - - - - - - --I- 7- - - I'-b" ( I I l'- 0 r 2'-4" 2'-4" 2' 4" 2'-4" 2'-4" 2'-4" �2�- 2-4" OH. L - - - - - - - - -) c� w m 2 L — T T J Z � a 2020 NYSRG- 8312.2.1 " I 1- — — — — — — — — 7 T- — i I'-0" PL HT. IN DVIy NG 1157 UNIT5,WERE THE TOPED LEES THAN 24 F THE 51H OF THE FI AN OPERABLE WINDOW OW 4'-8" 2-S 4-bF 4'-b" 2'-b" 4'-8" I I o= O S ER �' - - �� _moo w NR gERT ,A GREATER THAN 72"ABOVE THE FIN15HED 6RADE OR OTHER 5URFAGE BELOW " " " � r ' c ON THE EXTERIOR OF WITH ONE OF THE FOL THE BUIILDIN6 THE OPERABLE WINDOW 5HALL COMPLY _ 0 UNIT 4 6 3 12'-0" 3'-4" FW 3'-4" 12-0 3-0 r� 'r m OPENING-5 THAT WILL NOT ALLOW A 4 INGH DIAMETER SPHERE TO PA55 UNIT 5 Q -4 r �, THROUGH THE OPENING IN ITS LAR�SEST o»POSITION. C A A c MODEL C (FESCUE) w FALL PREVENTION DEV1GE5 THAT COMPLY WITH A5TM F 2040 MODEL C (FESCUE) C-� C-6 CENTER LINE OF C-6 C-7 (THE WINDOW OPENING GONTROL DEVICE AFTER OPERATION TO RELEA5E THE a 2 HOUR FIRE RATED U a,o CONTROL DEV►GE ALLOWIN6 THE WINDOW TO FULLY OPEN,5HALL NOT RE515TANGE WALL REDUCE THE NET GLEAR OPENING AREA OF THE WINDOW UNIT TO LE55 THAN 5.7 SQUARE FEET. SECOND FLOOR PLAN I ASSEMBLY SECOND FLOOR PLAN ° 1/4"=1'-0" LIVING AREA= 414 50. FT. 1/4"=1'-0" LIVING AREA= 414 50. FT. JOB UMBER E F =EXHAu5T FAN: 6ENERAL GONTRAGTOR5 AND 5UBGONTRAGTOR5 TO REVIEW ui 2016023 ONE CARBON MONOXIDE ALARM IN N1=W NOTE 5 : 50 CFM INTERMITTENT OR SHEET NUMBER ONE AND TWO-FAMILY DWEU IN65, HD= HOLD DOWN MULTIPLE LVL GIRDER CONNECTIONS: NOTE°V": THESE CONSTRUCTION DOCUMENTS UPON RECEIPT FROM UNIT 4 6 UNIT 4 5 DUET CLUSTER, a TOWNHOU5E5 AND DWELLIN6 UNIT5 IN NOTE: STAIR MANUFACTURER TO DESIGN STAIRS TO © 20 GFM GormNUOUS .ALL DRYERS TO BE VENTED ARGHITEGT AND REPORT ANY AND ALL D15GREPANGIES = FOR ALL MULTIPLE LVL GIRDERS, LAG BOLT � GROUP R-2 BUILDIN55(GONOO5 4 ALL WINDOW5 5HALL BE MEET ALL APPLICABLE 6ODE5 AND TO TO OUT5IOE AIR PER GODE INGLUDIN6 ANY DIMENSIONAL GONFLIGT5, IMMEDIATLEY TO GO-Off-7)AND UNIT5 OFFERED FOR 5ALE, ANDERSEN 200 5ERIE5 REPORT ANY D15GREPENGIE5 AND GONFLIGT5 ©_ -TEMPERED TOGETHER W/ I/2" BOLTS 2'-0" O.G., 2" MIN, cot 'ALL NASHER To BE ARGHITEGT FOR GORREGTIVE MEA5URE5 PRIOR TO ® OETEGT MONOXIDE (MODEL C) (MODEL C) FLOOR PLAN.IN THE IMMEDIATE VICINITY of MIN. 4 FROM ENDS DETEGroR PROVIDED WITH DRAIN PANS GON5TRUGTION. DO NOT 5GALE DRAWINGS. DIMEN51ON5 5HALL wBE=DRooMS,ON THE LOWEST FLOOR TO THE ARCHITECT PRIOR TO STAIR FABRICATION. GLAZING FROM TOP � BOTTOM, C � 4 LEVEL GONTAININ6 BEDROOM5. D 5MOKE DETECTOR BE GALGULATED AND NEVER 5GALEO UNLE55 OTHERH15E NOTED. w COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WOOD ROOF TRUSS SPECIFICATIONS: I6-2"GABLE WIDTH (a) POST WITH P.T.INSTALL IGE 4 WATER SHIELD PER: NOTE: 5/8 INCH THICK ROOF SHEATHING IS TO bxb bxb P.T.P05T WITH LZ ;NNNNI MANUFAGTURER'S SPEGIFIGATIONS TO MAINTAIN BE USED, WHEN ROOF TRUSSES ARE SPECIFIED 51MPSON BG52-3/b P05T 5IMP50N BG52-3/6 P05T o O i PRODUCT WARRANTY AS THE ROOF FRAMING MEMBERS. -' o GAP ANCHOR 51MP50N GAP ANCHOR 4 51MP50N Ib'-2"GABLE WIDTH U ABUbb P05T BASE(lYP AEfUbb POST BASE(TYP 2 NOTE: ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING _ALL GOLD,) -ALL GOLUMNS) 0 C) APPLY ICE d WATER SHIELD IN FAIR WEATHER WHEN THE AIR,ROOF DEGK LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN — — _ 4 o Z V a- r AND MEMBRANE ARE AT TEMPERATURES OF 40°F (5°G) OR HIGHER. PER SECTION 1605.3 OF THE BUILDING CODE. —D.Q- — O N (3}-2X8 P.T�IR9ER- GENTERLINE OF 2 HR FIRE i o rn co PRE-ENGINEERED ROOF ' i C A RE515TANGE RATED HALL p C 4--d TRT-55B PER TRn5 MANL)F 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE II'-0"PL HT. I I ) C-7 C-6 A55Et�LY CARRIED THRU C-6 C-7 _ IN F-I U N cp STRESS DESIGN: I I_ ATTIC,TO UNDERSIDE OF - - - a p o cv D (EQUATION 16-8) 1'-0" ' 12 0 12 i I-0„ ROOF SHTG.-TYP ' � Z - 51MP5oN STRONG-TIE D + L EQUATION 16-9 OR I I a a ~ OH. " Z ` ' `) MTs STRAPPING(LENGTHS VARY) ( ) I I c_v I I ( I I-0 PL HT. O i x v) M D + S (EQUATION 16-10) i pry) I 12 < o ca_ Cr CONTINUOUS WALL SHEATHING To D + .6W (EQUATION 16-12) m I'-o" �' a I I cl i'-O" _ r aoo TOP OF TRUSS HEEL D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) �I oH. I I �• ❑ (� "� HEEL.HEIGHT VARIES-5EE TRUSS PRAN11465 FOR co L = LIVE LOAD, S = SNOW LOAD, W = I D = DEAD LOAD AGTUAL HEEL HEIGHTS LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL N 1 I o o HATCHED AREA INDICATES I I a BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30 Ix I - II'-O" PL HT. LOCATION OF FIRE RATED ROOF II'_0" PL HT 'R"OF ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND 2 WALL SHEATHING,4'-O"FROM SPEED (101 MPH BASIC DESIGN WIND SPEED) IN L - - - - - - — Ip ALIGN FASCIAS y I 4 o I IX 12 11 -)�� I) EXPOSURE CATEGORY B. I ' ( „ - 8 1I'-0" PL HT. I N I^ VARIES ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE I I _ FRAME 2 - - - - - - J Z FOLLOWING DESIGN LOADS: ( I / o / j//j OR C-1.1 ALIGN FASCIAS ' I O \ = oH. f �_ TCH = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND I I — F� U LOADINGS AND ANY APPLICABLE SNOW DRIFTING OR BUILD - / _ UP LOADS AS REQUIRED BY ASCE7-10 , TCDL = 15 CUTTER PSF, BCLL=1 OPSF, AND BCDL = 10 PSF. PROVIDE 1H � — _ 2 ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE ///j Z NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. z /j // / // O e"FASCIA BD G-5 a 12 a /j/j// /j j j� �� _ =2=, U TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD — DEFLECTION OF THE LESSER OF L/360 OR .75'. //jj// //jj _ / ' ^ / / /// // ///� 12 Z 12 u J D I—I // /// // // ~ TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO �, y /// // ///j/// / a r a O Cn VENTED VINYL SOFFIT— ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR �n �� ///j// ///j//Ii, I Z l�, TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL I I /// /// /� ❑ INCLUDE THE FOLLOWING INFORMATION: I' J ////// ///// / S � NNNNNNI Q- INT.BEARI TRAY GEIL. /////// //////�/. I w E T 1 1. DEPTH, SLOPE (IF ANY), SPAN, AND SPACING. F � WALL BELIW ///j/ /j//j//� SL v, Fr-1 �„I 2. LOCATION OF ALL JOINTS. 3. REQUIRED BEARING WIDTHS. OH. I ( ///j// ' j/ / Y GEIL. I I .BEARING LEADER TO DRYWELL- TY99-- 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. I �� I ® I I �;j / j// Wa BELOH -I >NNNI 4.2. TOP CHORD DEAD LOAD. I I 4.3. BOTTOM CHORD LIVE LOAD. I I °° // I OR 4.4. BOTTOM CHORD DEAD LOAD. // / 0 4.5. CONCENTRATED LOADS AND THEIR POINTS OF I- ( r %//jj// //jj/ j I ® I NO 'R" !` APPLICATION. L J "-r ////%, /j///j ' o °° I ( W w 4.6. CONTROLLING WIND LOADS. I -% /// //jj/ j Z I I w // / // / r [� 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR � /j / / � — — I I � DETAIL DESIGN VALUES FOR CONDITIONS OF USE. / j/% 6. EACH REACTION FORCE AND DIRECTION. I �/ /j///j/. I —1 J 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, �— //j/j j j//j j//� ❑ w O NOT TO SCALE THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION C- 5 - - - OF EACH JOINT CONNECTOR EXCEPT WHERE — SYMMETRICALLYSS — LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 NOTE= I / / / F - �Q GA MIN THICKNESS GRADE A GALVANIZED STEEL I ( // // // / - - uj INSTALL HALF OF — — FASTENERS® EACH o o PLATES. � � T- END OF STRAP 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH (3) 2Xb P05T /// /// ,� I Q T.BEARING // / // /. G O MEMBER. HALL BELOH //� I 1" 9. CONNECTION REQUIREMENTS FOR TRUSS TO ROOF TRUSS GIRDER 0 o GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD �j-� �� - - / // , (3) 2Xb P05T Z I INT.BEARING SPLICES. / ///// / ROOF TRU55 GIRDER III I I ,// l% // /// HALL BELow 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. II-0 PL HT. , I I // / _ _ _ _ _ _ Z) ° 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS III - - U MEMBERS. I 12 III TRU55 RIDGE W/VENT - - - / / / \I 1 TL O o °° o SON , 12. REQUIRED PERMANENT TRUSS MEMBER BRACING a r— III I I / / 5 III , II'-0" PL HT. 0 o ° ° -TE n� LOCATIONS. I.-Oil I III ' I I i% / / ——� I I TRU55 RIDGE W/VENT III 12 a * TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH OH. / ° // / ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND (3) 2Xb P05T I I a 51Np5mSTRON6-TIE MANUFACTURE OF METAL-PLATE-CONNECTED WOOD HM 57N6 TRUSSES SHALL COMPLY WITH ANSI/TPI 1. THE TRUSS — - I I // // o OH. 14-I0d DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY I,-b„ N0 ■R-■ h� _ II I I (3) 2Xb P05T trOTAtJ A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF OR r �q NEW YORK. I- — // / �� I 1 — ^ ti r °o eo * ROOF TRUSS DESIGNER TO ADJUST HEEL HEIGHTS, O I - - - - - - J // III- -I� „ ,— I{�- - - - - - - - - J / � / /, NOTE R ui OVERHANGS AND ROOF PITCHES SO THAT FASCIAS AND = ( `S' N 'I 1 - r�` I II- - - I-6 a N N N M I!` N N U5E IN GOMBINATION ONLY DETAIL 2 ' Q N L� \ / / 1 III— — — — LU OR N N M `" `° r Cl) vi RIDGES ALIGN AS SHOWN ON ELEVATIONS AND SECTIONS. B 2 V`j}-TEN STUDS AND'RA�TE,RS * TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH C-6 I o- ;.:1; ::':::.:.;:.: . 8 // C- L_ - - - - __ - - - SS O THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT Q I / TIIL - - J 1 �/ /j 1 - -1 F - - - - - I 'Sy in I ~ DO NOT ALIGN NOT TO SCALE �' :: ::;.;: r _ I - X / `/ , o - C - 5 WOOD MEMBERS CLAMPED IN RIGID FIXTURES DURING (( - cv - I B // ` ASSEMBLY TO INSURE TIGHT FITTING JOINTS. o rl� I C-6 /1y ///� /// / I _ _ _ -ISI w * - N - - i - - - - -_- � _ I � "-II � C-6 TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER — — _ JI o .. ::� a ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. O I — - - 1 - - // / /j �� IN N® 1 - (17 z THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND _ �I- _`_ _ I I I I/� //` /// % J I - cv -1 I `:: I s' METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR , ui -) / - - - - - - - I - z z z O z z / / X tt II o z (1) ALIGN WITH TDP ,4� // // / � - - - - I - I x x I II!- - - - I CHORDS OF // // II - li I O o O o Q O o g z a a SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN / ALIGN WfTH TOP- I __ _ DESIGNED AND INSTALLED TO PREVENT ROTATION AND n I L ` ' - - - I I ROOF TRUSSES C I/ /)% / / // �� CHORDS OF 1 I I I- �� — _ > > > > > a g PROVIDE LATERAL STABILITY IN ACCORDANCE WITH Q= i I I j/ �/� ROOF TRU y� - �� w w w w w w m a o I // I ►- - -� i w � wX Wmc� c� c� ACCEPTED INDUSTRY PRACTICE SUCH AS THE SBCA - I NOTE " I I / / I I _ _ _ Ij I bxb P.T.P05T HITH s ( // / ALIGN WITH TOP 1 1 I— ° BUILDING COMPONENT SAFETY INFORMATION (BCSI) GUIDE 51MP50N BG52-3/b 1'-0" I ( INT. TNG I I 5'-8" I' 8" 5'-e" li /// ;�(gf - - - - "-' ' / GHORDS OF 1 1 ( = N I TO G000 PRACTICE FOR HANDLING, INSTALLING & P05T GAP ANCHOR oH. SS 1 wALLE Ow ROOF TRUSSES I .R■ 4 0 0 BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. 4 51MP50N ABU66 I J 1 1 / I I TE I I bxb P.T.P05T WITH N * PROVIDE APPROPRIATE CONNECTOR AT BEARING POINTS P05T BASE(TYP- I bl' I r 5'-8" I'- " 5'-8" I 1 I I I'-o" 51MP50N BG52-3/b I OF ALL ROOF TRUSSES TO RESIST UPLIFT LOADS SHOWN ALL COLUMNS) /ZZ /( / INT.-Ili- �14RING y OH. POST GAP ANCHOR NOTE: INTERSEGTING ROOFS I 2 HR FIREWALL BELOW ROOF - ON TRUSS DRAWINGS. ��' ® Oljl. i V „ / / HALT-$FLOW 1 " WEAVE ROOF SHINGLES AT I I 'I CARRY TO UNDER51DE OF * I I / / /// jl I I a�` II J d 51MP5oN ABUbb TRUSS MEMBERS SHALL NOT BE CUT NOTCHED o = I / I L� P05T BASE(TYP- I- INTERSEGTION OVER ICE SHIELD ( HIGHEST ROOF SHEATHING - DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY II-0 PL HT. o I NOTE "R" i I I ( //'� / 1 �� / / — — ALL COLUMNS) Z MEMBRANE - CARRY MEMBRANE MIN. 24"I I I I ITypWITHOUT THE APPROVAL OF A REGISTERED DESIGN " I I %/ /I / /./j � I qH• ® '� U PROFESSIONAL. I 12 12 I / ` // .{ I I o i o_ } OUT IN ALL DIREGTIONS OF I I N I 0 I 12 12 12 12 / // / / I O r , 0 INTERSECTION ( - L * THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS off ( I = i / - // �' I " ■ I o II-0 PL HT. V '� m I I I NL NL /j it I I I NOTE R ( -� o Z AND METHODS OF ERECTING THE TRUSSES. THE z I I LLI< CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY B I I -_- - _- - / j/ I2 I2 12 12 I 1'-0" W F--� a w LW< I ( BRACING HAS BEEN DESIGNED AND INSTALLED FOR THE 8'-a" PL HT —I ROOF BREAK - - / j / j�// // / 12 12(— I I I OR w p-i U Q I INSTILLATION OF THE TRUSSES. T o o j/ / y /% N = N I Z Q I ROOF TRU55 12 12 ,/ , _ , _� cy a I / / /// , - - cn Q Q o - ( I I ® 8'-0" // / /j/ ROOF BREAK 8'-a" PL HT w ' I HIP RAFTER, i'-6" I �Q ; j///// o I 12 12 I � O 5IMP50N HGP HIP I N I / / '� I I CORNER TIE 5E PLAN OH. -L Oss HT o o ROOF B // T— JN —_ —1 I ❑ I �J NOTE "Rill �� I 11'-0" PL N �. � ///// /� — �— I w � a'-0" PL HT. FRAME // ,// , o= oj� a s c� m OH. ///////// �, o II-0 PL HT. y, Z z _ = S o w ° II'-ON PL HT. o — o III-ON PL HT. NOTE 'R z U a'-0" PL HT. OH. CD o o cn II'-O" PL HT. — — — I— II'-0ON PL HT. p G\S EKED V Q C A CENTERLINE OF 2 HR FIRE o w (n �•m, �� z n ' UNIT 4 5 C-7 C-6 R-515TANCE RATED HALL DETAILEXTER1OR WALL 4 UNIT 46 I A55EMBLY CARRIED THRU ROOF WEAVE 3 ATTIC TO UNDERSIDE OF A C TOP PLAT HIP ❑ �8 or MODEL C (FESCUE) ROOF G �' -6 -7 MODEL C (FESCUE) NEWY0 DETAIL NOT TO SCALE C - 5 CONNECTION - 5 JOB UMBER 6UTTER5 4 LEADERS NOTE R: w 2016023 �� INSTALL TGE AND NOTE 5: PRE-EN6INEER�ED 8001= UNIT 4 6 UNIT 4 5 DUET CLUSTER Q ALL CUTTERS $ LEADERS SHALL BE BAKED WHITE ALUMINUM .032 NOTE 0: WATER SHIELD PER SHEET NUMBER MIN. GAUGE, BUT rERS 5HALL BE 5" 5EAMLE55, 0.6. 5TYLE W/ ALL PRE-ENGINEERED OVERLAY PRE-ENGINEERED 5G1550R -RU55E5 W/ 12 MIN. HEEL ROOF PLAN MANUFACTURE'S RELATED REQUIRED AGGE550RIE5. LEADERS 5HALL BE MIN. ROOF TRU55E5 @ 24" O.G. ROOF TRU55E5 @ 24" O.G. HEI6HT5 (U.O.N.) @ 24" O.G. a 2"x3", .021" GAUGE W/ GLIPS 4 ANGHORS. CAULK 4 SEAL ALL SPEGIFIGATIONS TO DE516NED BY TRU55 ENGINEER DE516NED BY TRU55 ENGINEER PE516NED BY TRU55 1/4"=V-0" (MODEL C) (MODEL C) ROOF PLAN..JOINTS. PITCH GUTTERS MIN. 1/5"/FT. PROVIDE P.V.G. REGEPTORS MAINTAIN PRODUCTC � 5 8" ABOVE GRADE TO RECEIVE LEADERS (GL05ED GAP DE516N). `R�`NNENGINEER (D o COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED OPTION#I DESIGN ��y ®0 �� 2020 NYSBG SECTION lO RE515TANGE 4: 48"MIN 48"MIN z 1� 2 HOUR FIRE RATED RESISTRNGE WALL ASSEMBLY MAY TERMINATE OPTION#2 SECURE ROOF SHEATHING TO G-RUNNER TRACK Z AT UNDERSIDE ROOF 5HFATHING IF FIRE RETARDANT TREATED 2020 N(5BG 5EGTION 2"G RUNNER TRACK2"-CAULK FOR W E WALL RATING - 2 HR. SHEATHING IS INSTALLED FOR A DISTANCE OF 4'-0"ON BOTH SIDES � 106b-EXCEPTION 4: SMOKE TIGHT JOINT OVER OPTION#I � OF 2 HOUR FIRE RATED RE515TANGE WALL A55EMBLY 2 HOUR FIRE RATED RE515TANGE U Qi FINISH RATING - 120 MIN. WALL A55EM13LY MAY TERMINATE AT METAL EDGE FLASHING OPTION#2 O +�"�� (� ' STC RATING - 61 (SEE ITEM 7) 48" 48" THE UNDER5I0E OF ROOF NON-RATED r ' SFEATHIN6 PROVIDED THE ROOF 15 5EGURE WALL 5HEATHIN6 TO TYPICAL ROOFING Z V c to WITH 5/8'TYPE "X" G-RUNNER TRACK ROOF TRUSS 0 o 6YP5UM BOARD DIRECTLY BENEATH F- 4,--J cn v THE UNDERSIDE OF ROOF SHEATHING 0 ID r ` •r...� U >N •- q)AND 15 5UPPORTED BY 2"LE06ER5 RAKE BOARD-TYP o N} ATTACHED TO THE 51DE5 OF ROOF FRAMING FOR A MINIMUM OF _--_------_ ____ ______ Cl) II r" G ULK FOR SMOKE TI H. Z 2 H STUD TRACK A OPTION #2 TYPICAL SIDING -- -F 'f -- 1' -- - - U °�z - 11 DISTANCE OF 4-0 ON BOTH SIDES Lx Lx L- X M JOI T OVER OF 2 HOUR FIRE RATED RE515TANGE OU Q w m r? ROOF 5E5® 2 "O.G. OHALL Pt ASSEMBLY ALLOW NO Y o '� E_ + 1,,,•:: ,.,•..•"'r""" ".""" __ _ _ 12 VERTIGALL d 12 HORIZONTALLY ( - . _". : ' - ,. TUDS CONTINUED INGS IN ROOF WITHIN 4'-0"OF 2 M °�° (EE( / 2x4 TO IDE HIDDEN METAL FLASHING: �,n..r..i-...-• ___ ........._.....__.........____u......._. ....Y n...'..T'�nw� "v�,..`r'.:: _- r_.� 1-_-..��..•....::::...y:" �-� " " U n I- - Ol ROOF SFfERTHING -i -•____-- __ HOUR FIRE RATED RESISTANCE WALL . ., 7,...... ........ ^ "' �`' 2x4 LED6ER5 W/ V M �..-� ASSEMBLY EACH SIDE.MINIMUM OPTION#1 cv _ .•-:/. - }-��ti,.ti . III �j GLASS B ROOF 5HIN6LE TO BE OPT.#2(TYP) Ur _ 2 2 LO 1 •` •� ` '':;:� �` `"�_ NSTALLED # z x x2 N6 a AI SPACE EA SID r• 'I.... . ' •........_.ra.l.ei..- __-___- ---_.r_,. I OPTION 2 t 1 . ' !J A 0 063 U66 ALUMINUM INSTALL "TREATED PLYWOOD 5HT6 m BREAKAWAY GLIP5 JFOR MIN 48"OUT,IF LOWER ROOF 15 1 LE55 THAN 30"BELOW HIGHER ROOF 5EGURE ROOF ;..-------••...... � �" .t4€I� SI'A�Yi ; 4 `;•-••. EYP. BD. OR MINERAL WOOL FIRE BLOGKI 5HEATHIN6 TO TYPICAL ROOFING CONFIGURATION A ASW CLIPS OR .O(3 LJ - - - -- __--- --- - - D63 L66 ALUMINUM z ALUM ANGLE CLIPS x� ------�x x� ------ BREAKAWAY GLI'EXPOSE T}T :�1'�R3': ��{ ?�9 r Rl:%h S�-.P.1llu�110 �lr',�j:.;'..'tiID #ONLY I� P5 AIR SPACE DOUBLE H-STUD TRAGK I"AIR SPADE I"AIR SPACE v . i !"'� 5GREWED BAGK TO BACK ; 2 ; i ,,_ /"'�. ; (2)PIECES 6.P.T GK I"FIREGUARD F_ L `+ -~ ~_ - DOUBLE H-STUD TRAGK 5GREWED FILL V GAVITY AT FLOORS AND TYPE X SHAFTLINER, TER PROOF I/2"GYP.BD O ,----____,, I_..,w____ � ' ' __-__w_www.r....,,•..�- _ � AGK TO BAGK INISH ON BOTH __._._._.w__ww..., f �: ^r_-: - - _ - ;,r,,:�-- _ ILIN6 GYP.BOARD OR MINERAL U -- - --- B GE � BOARDS W/FI F .r f _ •• :f � 3 rf` SIDES AND EDGES `� ;{ �:.'� �a - I" AIR 5PAGE WOOL FIRE BLOCKING :................................ ....... 1" 2 H STUD TRAGK _ ...............................----... ....... -? w .::�^-........ ...........�: ::...........; (2) PIECES G.P.TOU6NROGK I-- .. .... ... a ' .rvv-w,_. ._...5• :....___. .,-y................... -_._. }_lan.r_._......_... - .....--__- '• •'' 4. .0... _ - FIREGUARD TYPE X SFfA `• y i `, ; , WATER PROOF BOARDS W/ 2x4 P.T.SILL PLATE NER o - -, w�.i! 'mow -�':.f •a M1� F �. � ./� 1 FIBERGLASS FINISH ON BOTH SIDESEl = __ r,..,:.. - --.., ...�. --- >� ` r�......_.-._._.......:ix............,; AND EDGES a_ _• ...._ --------,.__......... .........,.v..:.::.x'. :.._..,.; ..---.... , - _ - F I R5T FLOOR - r� 3-A Ali. S�'AC`�, 411 T - - -- - - -- - - - - - � 1 3/ +€6 05B 5UBFLOOR- 6LUED SCREWED - RUN ...,... - RIM J015T PER FLR J015T MANUF. OPTION#I 2020 W5BG 5EGT10N 106.( EXCEPTION 4: CONTINUOUS$ETYEEN = FILL I"GAVITY AT FLOORS AND GEILIN6 W/ ROOF TRU55 2 HOUR FIRE RATED RE515TANGE WALL A55EMBLY MAY PLATES AT EXTERIOR JOISTS PER PLAN CONFIGURATION �;:�:* _ -'��'� GYP.BOARD OR MINERAL WOOL FIRE TERMINATE AT UNDERSIDE ROOF SHEATHING IF FIRE RETARDANT �' WALL - ti__°'. (2) 2x4 P.T.SILL PLATE BLOCKING .063 U56 ALUMINUM TREATED 5HEATHIN6 I5 INSTALLED FOR A 015TANGE OF 4'-0'ON O :X,t(}S .- D TO •IRE `R 4:}14 WTD•ER 'IDL - t BREAKAWAY CLIPS .• W ,,,•e ....;: :,;• :,.;.. BOTH SIDES OF 2 HOUR FIRE RATED RESISTANCE WALL ASSEMBLY ................................ ................."._... .v . ........_.... ,I II II I~ L1 {;4__ 1 1 (R-13)CLOSED GELL SPRAY FOAM IN5UL '; A` ,p ANCHOR BOLTS(14 LONG + OPTION#2 1--� :�� yr'�t:t - �-, AIR SP.ACE. ............ �•..,--_--- Alit $sPAC:E ALONG IN51DE FACE OF FND.WALL5-FULL HT : : d - 3" HOOK"8" MIN EMBEDMENT) OR 2020 NYSBG SEGTIDN 106b-EXCEPTION 4: � �J OR DRAPED BLANKET INSULATION - ° - " " 2 HR FIRE RESISTANCE 2 HOUR FIRE RATED RE515TANGE WALL ASSEMBLY MAY TERMINATE AT 0 ADHESIVE ANCHORS W/3"X3 X14 ROOF -RATED m ----- r+% `+'i} ; > j;.',''•;. `1 ;' %1/`moi; ` WASHER PL® 24 0/G. THE UNDERSIDE OF NON SFEAT0N6 PROVIDED THE ROOF i ;!' ;1�;�/ j, .• i (1)#4 HORIZ.REBAR " w 15 PROTECTED WITH 5/8'TYPE "X"GYPSUM BOARD DIRECTLY BENEATH RATED WALL ASSEMBLY DETAIL 0 THE UNDER5IDE OF ROOF 5HEATHING,AND 15 5UPPORTED BY 2 ' :i 'i} �:• a = '` j •{ ''•• (1)#4 HORIZ.REBAR 0 MID c= BASEMENT 4 LEDGERS ATTACHED TO THE SIDES OF ROOF FRAMING FOR A MINIMUM I �:' ''' ��.',� '`S` -•.t -•, ._ ' �' f/ ,+�� ' `; ' r•� HEIGHT OF WALL STORY '4 ° OF DISTANCE OF 4'-0'ON 130TH SIDES OF 2 HOUR FIRE RATED .;',', ;;;+c� d M' FW2 RESISTANCE WALL A55EMBLY.ALLOIW NO OPENING%IN ROOF WITHIN '•'; w� 'fi'.< ' :,, je .> •'' ,_��: N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOGATIONS 3; ;?` "% °, �; a 4'-0"OF 2 HOUR FIRE RATED RE515TANGE WALL ASSEMBLY EACH ( } • `'�,' P4 `a t ' '` '' ° 12" FOUNDATION WALL ON 24"x12" TYPICAL BA5EMENT 5LAB SIDE.MINIMUM GLA55 B ROOF 5HIN61LE TO BE INSTALLED. v P.G.FOOTING y , vA 4'P G.5d AB(MIN.2500 P51 U _...--•- � s 006 MIL.POLYET4�LENE STG RTINC� _ VAPOR BARRIER OPTION#I F¢- y --•.. I ; , } r' _r• x +, , ; _: %; i' \., d "'` 2020 TAMP s FIu To DBlSITY USC BROCHURE - . 5AI00 (FIRE RE515TANT NY`�BG`�EGTION 106h-EXCEPTION 4 �, r: :, ''r f ; I ,.-.; �- ti•.�_ 1 . <<` ti 4� a j ' : ;' ' f� d 2 HOUR FIRE RATED RE515TANGE WALL A55EM13LY MAY TERMINATE AT OPTION#2 U t r; f; �. . 5 • •,,{' t'` .`i : �:'l 1;; ....t`± , v d e A55EMBLIE5) Z !; !,+ =� �_: ,; • • ° d . UNDER51DE ROOF 5HEATHIN6 IF FIRE RETARDANT TREATED SHEATHING ra �. . .,;• �, • •; ;,f ! ,;, v d 2020 NYSBG SECTION lObb-EXCEPTION 4: i, PAGE 22 (AREA SEPARATION WALL 2 HOUR FIRE RATED RESISTANCE WALL a , IS IN5TALLED FOR A D15TANGE OF 4-0 ON BOTH 51DE5 OF 2 HOUR „......�1.r.A•rl�l_ -Ir •/f: _.y.L_l•r, >..1.i,.A.. d a - ° - SYSTEMS) FIRE RATED RE515TANGE WALL A55EMBLY ASSEMBLY MAY TERIMINATE AT THE TFFFFFFV` c�:1'1tL ° a° d - TE5T#UL DE5 U341 4811 48 UNDERSIDE OF ROOF NON-RATED O 5HEATHIN6 PROVIDED THE ROOF 15 0 HORIZONTAL #4 ° ° v: A6005TIGAL PERFORMANGE = 5TG 60 PROTECTED WITH 5/5'TYPE "X'C7YP5UM TEST#RAL-TL-88-350 BOARD DIRECTLY BENEATH THE ° BASED ON 2x4 FRAME WITH MIN. 3 UNDERSIDE OF ROOF 5HEATHIN6 AND 15 ° II MINERAL WOOL BATT AT EAGH SIDEX X5UPPORTED BY 2"LE06ER5 ATTACHED TO 5EPARATION WALL: (Max Height - 66 ft) I THE 51DE5 OF ROOF FRAMING FOR A 2 HR FIRE RESISTANCE SECTION 1206.3 OF 2020 NY5BG- HALL5, MINIMUM OF 015TANGE OF 4'-0"ON BOTH PARTITION5 AND FLOOR/GEILIN6 2' H;STUD TRACK AN OPTION #2 51DE5 OF 2 HOUR FIRE RATED RE515TANGE 1. Floor, Intermediate or lop Wall -- 2 in. wide channel Shaped with I in. long legs formed from No. 25 M56 gals Steel, Secured with Suitable A55EMBLIE5 5EPARATI%DWELLING G U K FOR SMOKE TI WALL A55EMBLY.ALLOW NO OPENIN65 IN fa5tener5 Spaced 24 in. OG. RATED WALL ASSEMBLY DETAIL I UNITS FROM EAGH OTHER OR FROM J I T OVER ROOF WITHIN 4'-0"OF 2 HOUR FIRE RATED 2. Metal 5tud5 -- 5teel members formed from No. 25 M56 olv Steel having "H" -5ha ed flan ed 5 aced 24 in. OG; overall depth 2 in. and PUBLIG OR 5ERVIGE AREA5 SHALL HAVE 2x4 TUD5 CONTINUED To IDE ROOF ® 24"O.G. RE515TANGE WALL ASSEMBLY EACH SIDE. ^ ^ n g g p g p P FW2 MINIMUM CLA55 B ROOF 5HIN6LE TO BE W N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOCATIONS A 5TG OF 50 OR MORE. OF 5HEATHI% � M 6 ^ 7 � (6 of flange width 1-3/S in. IN5TALLED. Q N N N M n � N N r to 3. Gypsum Board* -- Two layers of I in. thick gypsum board liner panels, supplied in nom 24 in. widths. Vertical edges of panels friction fitted USG AREA SEPARATION WALL SYSTEM UL# U336; PRO�IDD 5TG=60 I" AIR 5PAGE EA. 51D o N N M M M into "H" -Shaped 5tud5. TEST #RAL-TL-88-3 50; STC = 60 G6G ING -- Type 5LX. TYPICAL FRAME WALLS (2)PEDES G.P.TOUGHROGK I" UNITED 5TATE5 GYP5UM GO -- Type 5LX FIRE6UARD TYPE "X"5HAFTLINE:R, GYP. BD. OR MINERAL U56 MEXIGO 5 A DE G V -- Type 5LX. UNRATED HATER PROOF BOARDS 1^V WOOL FIRE BLOGKI HINDOW FIBER6U55 FIN15H ON BOTH SIDES AND ED6E5 ASW GLIP5 OR .O(3 U60 66 z ( W x x PROTECTED WALL: (Bearing or Nonbearing Wall) - ALUM ANGLE CLIPS o 0 0 ,= o o g z J J z z z o z z z W w w cn � in ¢ Fn rn a a 2 HOUR FIRE RATED RE515TANGE I AIR SPADE - - - > - - n g > > 4. Wood Studs -- Nom 2 r 4 in. max S acin 24 in. OG. 5tud5 cro55 braced at mid-height where neceSSar for clip attachment. Min 3/4 in. _ HALL A55EMBLY 5HOHN HATCHED DOUBLE H-STUD TRACK W W W _J m '� P g g y p 5GREWED BAGK TO BAGK Separation between wood framing and fire Separation wall. 4A. 5teel 5tud5 -- (A5 an alternate to Item 4, not Shown) -- For Bearing Wall Rating - Gorro5ion protected Steel Studs, min No. 20 M56 DOUBLE H-5TUD TRAGK 5GREWED FILL I" GAVITY AT FLOORS AND Q N (0.032q in., min bare metal thickne55) steel or min 3- 1/2 in. wide, min No. 20 656 (0.036 in. thi(k) poly Steel or No. 20 M56 (0.033 in. thick) P'�"'O-KA CORMOZ FROM $AGK TO BAGK GEILIN61^U GYP. BOARD OR MINERAL exr�roR►ynLt To EXTERIOR wALI HOOL FIRE BLOGKIN6 W ~ N primed Steel, cold formed, Shall be designed in accordance with the current edition of the Specification for the Design of Gold-Formed Steel w 1° AIR 5PAGE - Structural Members b the American Iron and Steel Institute. All de5i n details enhancing the Structural integrity of the wall o55embi including2E A UNRATED _ 2" H-5TUD TRACK STC, 1v4TIN� y g g g y y� 2020 NYSBG SECTION 7065 WINDOW (2) PIEGE5 G.P.TOU6HROGK I" U56 BROCHURE SAI00 (FIRE RESISTANT the axial design load of the, 5tud5, Shall be o5 5pecified by the Steel Stud designer and/or producer, and Shall meet the requirements of ail FIREGUARD TYPE X SHAFTLINER, 2x4 P.T.SILL PLATE F- W applicable local code a encie5. The max 51tud 5 acin of wall a55emblie5 Shall not exceed 24 in. OG. 5tud5 attached to floor and ceiling EXCEPTION #2 A55EMBLIES) Z ^ pP 9 p g g UNSPRINKLERED BUILDINGS: - - - - - - WATER PROOF BOARDS hV GARAGE PACE 22(AREA SEPARATION WALL w tracks with 1/2 in. long Type 5-12 steel 5crew5 on both 51de5 of 5tud5 or by welded or bolted connections designed in accordance with the FIRE RETARDANT TREATED _ FIBER6L.A55 FIN15H ON BOTH 51DE5 = SYSTEMS) W 2020 NYSBG SECTION 7065 AND EDGES UNEXCAVATED TYPICAL tL A151 specifications. Top and bottom tracks Shall consist of Steel members, min No. 20 M56 (0.032q in., min bare metal thickness) Steel or min SHEATHING TO EXTEND 4'-O" ON = TE5T#LL DE5 U341 O U m No. 20 656 (0.036 in. thin EXCEPTION #3 k) galy Steel or No. 20 MSG (0.033 in. thick) primed Steel that provide a Sound Structural connection between BOTH 51DE5 OF 2 HOUR FIRE GARAGE SLAB o 5teel 5tud5 and to adjacent a55emblie5 Such o5 a floor, Ceiling, and/or other walls. Attached to floor and Ceilinga55emblie5 with Steel BUILDINGS EQUIPPED W/NFPA 13 OR �4•PL.SLAB(MIN 350o PSI coNW w � W w RATED RE515TANGE WALL ACOUSTIGAL PERFORMANCE = 5TG 60 ASSEMBLY AND OFFSET WALL NFPA 13R 5PRINKLER: I I I I REII"rORGED WITH 6x6,Io/10 W.H.M. w w fa5tener5 5 aced not greater than 24 in. O.G. 5tud5 cro55-braced with Stud framing at midhei ht where nece55ar for clip attachment. Min d a d 'TAMP d PILL TO5LA DENSITY TEST#RAL 2x4 F AME z = a p g 9 9 y p 4-0MIN. 4-0MIN. FIRE RETARDANT TREATED SHEATHING (U#4 HORIZ.REBAR v 'SLOPE GARAGE Sv+B PohrN 2' BASED ON 2x4 FRAME WITH MIN. 3" z 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 RE515TANGE TOWARDS 6ARAGE DOOR MINERAL WOOL BATT AT EAGH SIDE CD E--'I 4B 5teel 5tud5 -- A5 an :alternate to Items 4 and 4A for use in Gonfi uration B only, not Shown) -- For Nonbearin Wall Rating Channel 2 HR FIRE RESISTANCE WALL ASSEMBLY END S" WIDE x FULL W o SECTION 1206.3 OF 2020 NY5BG- WALLS W (/D HEIGHT OF 2 HOUR FIRE RATED w Shaped, fabricated from min 25 M56 corrosion-protected steel, min 3-11/2 in. wide, min 1-1/4 in. flanges and 1/4 in. return, Spaced a max of 24 RE515TANGE WALL A55EM13LY a PARTITIONS AND FLATIN6 NEL o ►--� in. OG. 5tud5 to be. cut 3/�5 to 3/4 in. le55 tlhon a55embly height. Top and bottom tracks Shall be channel Shaped, fabricated from min 25 M56 ° FROM EACH SEPARATING DWELLING UNITS w � -- RATED WALL ASSEMBLY DETAIL 2 � FROM EACH OTHER OR FROM PUBLIC OR � corrosion-protected 5tee;l, min width to accommodate Stud Size, with min 1 in. long legs, attached to floor and ceiling with fa5tener5 24 in. OG d 5ERVIGE AREAS SHALL HAVE A 5TG OF 50 max. 5tud5 cro55-braced with Stud framing at midheight where nece55ory for clip attachment. Min 3/4 in. Separation between steel framing and N.T.S. OFF-SET EXTERIOR HALLS FW2 a v OR MORE. J area Separation wall. Finish rating has not been evaluated for Steel 5tud5. (1)#4 HORIZ.REBAR® MID d - ° fi�R01lID D 5TG-60 W �_� 5. 6yp5um Board -- Classified or Uncla55ified -- Min 1/2 in. thick, 4 ft wide, applied either horizontally or vertically. Oyp5um board attached to TYPIGAL FRAME WALL 2 HOUR FIRE RATED +EIGHT of WALL STORY 9"V ANCHOR BOLT5(14" 5tud5 with 1-1/4 in. long Steel drywall nails Spaced & in. OG. Vertical -joints located over 5tud5. (Optional) Joints covered with paper tape and RESISTANCE WALL ASSEMBLY ° LONG + 3" HOOK,8" MIN F--1 joint compound. Nail head- covered with joint compound. SHOWN HATCHED v EMBEDMENT) OR ADHESIVE Z d NOTE: UL#336 EXCEEDS CURRENT FIRE CODE C7 0 0 V) 6. Attachment Gli 5 -- Aluminum angle., 0.063 in. thick, 2 in. wide with 2 in. and 2-1/4 in. les Gli 5 Secured with Type 5 5crew5 3/8 in. ion to " " ANCHORS W/3"X3"X " 5TANDARD5 AND REDUGE5 SOUND TRANSFER u� p g g p yP g UNIT UNIT 12 FOUNDATION WALL ON 24 x12 WASHER PL ® 24" O/G. w "H" 5tud5 and with Type W 5crew5 1-1/4 in. long to wood framing through holes provided in clip. UNRATED WINDOWS P.G. FOOTING BETHEEN UNITS o sTE E�� 6A. Giip placement (Item 6) for Separation walls up to 23 ft high. Space clips a max of IO ft OG vertically between wood framing and "H" AND DOORS 0 Q- NR°s arc 5tUd5. 6B. Glip placement (Item 6) for Separation walls up to 44 ft high. Space clips o5 de5cribed in Item 6A for upper 24 ft. Remaining wall area z below re uire5 cli 5 5 aced a max 5 ft OG vertical) between wood framing and "H" 5tud5. a P P y g •�: T � � 6G. Giip placement (Item 6) for separation walls up t0 66 ft high: Space clips o5 de5cribed in Item 6A for upper 24 ft. Space Glip5 as HORIZONTAL#4 _ ° cn' described in item 6B for next 20 ft. below the upper 24 ft. Remaining wall area below requires Giip5 Spaced a max of 40 in. OG vertically " ¢�- between wood framing and H 5tud5. S UNRATED 510INO (TYP) /VEWY0 .. .... ..... 1. Non-Bearing Wall Partition intersection -- (Optional) Two nominal 2 by 4 in. Stud or nominal 2 by 6 in. Stud nailed together with two Sin. long 4'-0" MIN. 4'-O"MIN. NUMBER IOd nails Spaced a max. lb in. OG. vertically and fastened to one Side of the minimum 2 by 4 in. Stud with 3 in. long 10d nails Spaced a max 16 2020 N-6 E SECTION 106.5 EXCEPTION #3 in. OG. vertically. Intersection between partition wood 5tud5 to be flush with the 2 4 in. 5tud5. The wall partition wood 5tud5 are to be BUILDIN65 EQUIPPED wr NFPA 13 OR NFPA 13 SPRINKLER: 2020 ilYSBG SECTION 106.5 EXCEPTION #2 RE RE I TANCE UNITS 4 6 y p p FIRE RETARDANT TREATED 5HEATHIN6 AT 2 HOUR FIRE RATED UNSPRINKLERED BUILDIN65: 2 HR FI S S 2016023 framed with a Second 2 by 4 in. wood Stud fastened with 3 in. long IOd nails Spaced a max. 16 in. OG. vertically. Maximum one non-bearing wall RE51STANGE WALL ASSEMBLY END S" WIDE x FULL HEIGHT OF FIREWALL FIRE RETARDANT TREATED 5HEATHIN6 To EXTEND 4'-0" w partition intersection per Stud cavity. Non-bearing wall partition Stud depth Shall be at a minimum equal to the depth of the wall. ON BO-H 51DE5 OF 2 HOUR FIRE RATED RE515TANGE RATED WALL ASSEMBLY DETAIL 5 (MODEL C) = SHEET NUMBER r 2 HR FIRE RESISTANCE WALL A55EMBLY *Bearing the UL GIa55ificcltion Mark ASSEMBLY DETAILrE3 N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOCATIONS Fw2Z .] _XK\ WWW RATED WALL ASSUSG AREA SEPARATION WALL SYSTEM UL# U336; 45 (MODEL Q co Last Updated on 2010-ICS-27 N.T.S. AT FLUSH GONDITION FH2 TEST #RAL-TL-88-350; STC = 60 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED