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HomeMy WebLinkAbout45930-Z �r�o�0 C'OGyn Town of Southold 12/22/2021 a 4i P.O.Box 1179 o • 53095 Main Rd yyo ao�Yd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42644 Date: 12/22/2021 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 54 Millstone Ln Unit 27, Cutchogue SCTM#: 473889 Sec/Block/Lot: 102.1-2-1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/25/2021 pursuant to which Building Permit No. 45930 dated 3/16/2021 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: One family dwelling with unfinished basement, rear screened porch and attached two car garage as applied for (unit #27 The certificate is issued to Rimor Development LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0081 11-24-2021 ELECTRICAL CERTIFICATE NO. 42644 12-21-2021 PLUMBERS CERTIFICATION DATED 12-20-2021ll SMIk Plum*g A h rizignature �o�suFEat,rooTOWN OF SOUTHOLD BUILDING DEPARTMENT y TOWN CLERK'S OFFICE "oma • o� 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#: 45930 Date: 3/16/2021 Permission is hereby granted to: Rimor Development LLC 1721-D North Ocean Ave Medford, NY 11763 To: construct dwelling unit as,applied for per Planning & SCHD approvals. (Unit# 27, B-2 Alt-2 model) At premises located at: 54 Millstone Ln Unit 27, Cutchogue SCTM # 473889 Sec/Block/Lot# 102.1-2-1 Pursuant to application dated 2/25/2021 and approved by the Building Inspector. To expire on 9/15/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,911.60 CO-NEW DWELLING $50.00 otal: $1,961.60 Buil ing Inspec or Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter o►• ink and Submitted to the Building Department A. For new building or new use: P nt with the following: 1. Final survey of property u+ith accurate location of all buildings,property l' topographic features. P P y mes, streets,and unusual natural or 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/ o 5. Commercial building, industrial building,multiple residences and similar buildings and installa of Code Compliance from architect or engineer responsible for the building. ]0 of l/o lead. i 6. Submit Planning Board Approval of completed site plan requirements, tons, a certificate B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and " I. Accurate survey of property showing all property lines,streets, building and unusual natural g pre-existrng land uses: features. or topographic ?.. A properly completed application and consent to inspect signed denied, the Building Inspector shall state the reasons hereforn writingr othepthe at If Certificate of Occupancy is C. Fees PPcant. 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to d Swimming pool$50.00,Accessory buildingwelling$50.00, 2. Certificate of Occupancy on Pre-existingBuilding 00,Additions to accessory building$50.00,Businesses$50.00. 3. Copy of Certificate of Occupancy g- $100.00 4. Updated Certificate of Occupancy-$ 5 5. Temporary Certificate of Occupancy$50.00 -Residential $15.00, Commercial $15.00 Date. New Construction:_ Old or Pre-existing Building: Location of Property:. / (check one) � �I ISS. ��� LG �" a� House No. Street Owner or Owners of Property: y- I � Hamlet Suffolk County Tax Map No 1000, Section D� •/ Block l 02. t-� _ 1 Subdivision -��� � � Lot Filed Map. Lot: �0 Permit No. Date of Permit._ I- IealthDept. A Applicant: ! Approval: -- — Underwriters Approval: Planning Board Approval: Request for: "Temporary Certifi ate Final Certificate:APlicant Fee Submitted: e CONSENT TO INSPECTION V the undersigned,do(es)hereby state: Owners)Name(s) That the undersigned (is)(are)the owner(s)of the premises i Southold, located at hi I S aeUa n e T w of ;, which is shown and designated on the Suffolk County Tax Map as District 1000, Section /061,01 ,Block,Lot N(:) I . That the undersigned(has) (have)filed, or cause to be filed, an application in the Southold Town Building Inspe tor's Office for the f llowm , 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: o� =nefp ( rmt e (Signature) (Print Name) OG SOUryol Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Q roper.rich ert(c-town.south old.ny.us Southold,NY 11971-0959 OUNT`1,Nc� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Rimor Development LLC Address: 54 Millstone La (unit#27) City: Cutchogue St: New York Zip: 11935 Building Permit#: 45930 Section: 102.1 Block: 2 Lot: 1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: MTM Electric License No: 3700-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph 150a Heat gas Duplec Recpt 43 Ceiling Fixtures 12 HID Fixtures Service 3 ph Hot Water gas GFCI Recpt 5 Wall Fixtures 4 Smoke Detectors 5 Main Panel 150a A/C Condenser 1 Single Recpt 1 Recessed Fixtures 26 CO Detectors 3 Sub Panel A/C Blower 1 Range Recpt gas Fluorescent Fixture Pumps Transformer AppliancesN Dryer Recpt 30a Emergency Fixtures Time Clocks 50a Disconnect 1Switches Twist Lock Exit Fixtures 11 TVSS Other Equipment: 2-bath fans, 3-combination smoke / co detectors, 2-smoke detectors, 8-ARC fault circuit breakers,6-combination GFCI/ARC fault circuit breakers. Notes: Inspector Signature: Date: December 212021 81-Cert Electrical Compliance Form.xls BUILDING DEPARTMENT-Electrical Inspector a �,�► �' "�; TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 i' Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rooerr southofdtownny.00v- seand0southoldtownny.uov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN fNFORMATION (Ail Information Requiredy Date: Company Name: ,' Name; . .':License.NO:: erro il� hYl .. . . .-.,fie. Address: _ ,: .. ,i n 1. Phone,No,: Lai :... JOB SITE . NFORMATIOk (All)nformation Required Name: 7... 1h-1c t t Addre :... . .: .. — ss: .Cross Street: LQ Phone'No... - B:Ida.Perrnit � ) . emaii: 1. Tax Map Di . strict: aQ0 S ect O. =io � p oc BR[EF DESCRIPTION OF WORK:(Please Print Clearly) Circle All That Apply: 1s job.ready for inspection: YES NO Rough In Final :PP yo need a Temp Certificate? ES Issued On 3-�q:?� - - . Temp Information: . (All information requi(ed) ---- :Size: . A- #Meters --- - Old Metes#:.— - - - Service'Siz :1.Ph _3::Ph _ C.L. . . - ew;Serv' -.Fire Reconnect- Flood Reconnect-Service Reconnected-.Underground Overhead #:UC1G1e(gfound Laterals.. .1 2__ ..H Frame. Pole Work done on Service? Y N Additions[ information: PAYMENT DUE WITH APPLICATION Request for inspection FormAs o! \, Town H all Annex Telephone(631) 765-I802- 54375 Vain Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUILDING Dr rART1.�—EN T CET T 1F1CA k 10,T Da-LC:--0CMbp'j C,-)Di do--x-1 R,U:Idi11a,-ernIit NTT. � �(J�-4I #D-7 LL (Please p-rin ,,-!ease-print) Iiia t the soldier used in the water si1pp"i%Syste-i contains 'less than 2/'0 til !% ---- (??u ers Sign re) Sworn to before nye this �'ay 0f 0,e CC IVIOUI 20 ANNA FIORITA Notary Public,State of New York Reg.No.01 Fl636835:1 ------- — Qualified in Suffolk county Commission Expiresj''7- - n^ ( q '+- � V pF SOUTyO� OVA I ` # * TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm��' 765-1802 INSPECTION OUNDATION 1 ST [ ] ROUGH PL13G. FOUNDATION 2ND 4 [ ] 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: /moo vv vit- J i DATE I INSPECTOR aof SOUTy� VA rre how �o # # TOWN OF SOUTHOLD BUILDING DEPT. co 765-1802 INSPEC - -N [ ] FOUNDATION 1ST _ [ ROUGH PLBG. /IF OUNDATION 2ND [ ] INSULATION/CAULKING- [ RAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ]-' FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: s4k" Inv,/ n Bmvyt 4 VV4�okl DATE 3 INSPECTOR ,"r�OFSOpI v� ti # TOWN OF SOUTHOLD BUILDING DEPT. `��ouxn 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 REMA KS: CoA DATE INSPECTOR SOUTyo� �� �� Al An * # TOWN OF SOUTHOLD BUIILDIN DEPT. Nyco 765-1802 INSPECTION . [ ] FOUNDATION 1ST [ ] ROUGH PLSG. .] 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: 6r&s �— OK DATE � INSPECTOR — �o,*pf so//TyOlo # # TOWN OF SOUTHOLD BUILDING DEPT. Gwn _ io °�ycoutme 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. _ ] FOUNDATION 2ND f ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ . ] FIREPL-ACE & CHIMNEY [ ] FIRE SAFETY'INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH)- ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE INSPECTOR SO!/lyO V A # * TOWN OF SOUTHOLD :BUILDING DEPT. °`yrourm '' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. ; - [ ] FOUNDATION 2ND [ ] -1 SULATIOWCAULKING. [ ] FRAMING /STRAPPING FINAL [ ] FIREPLACE'&CHIMNEY. [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: ................ -.- DATE IAYWA INSPECTOR t (JIB .�o 6 f v I > 7F lit 1 e .q s F_ Law f �s E s^. GRCH ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH SUITE 202 ISLANDIA,,NY 11749 W W W.GRCHARCHITECTURE.COM (631)864-3395 April 26; 2021 Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold, NY 11971 Att: Mr. Michael Verity Chief Building Inspector Re: Harvest Pointe at Cutchogue Screened in Rear Covered Porch Unit#27— Permit#45930 Dear Mr. Verity, The rear covered porch as depicted on the submitted architectural plans will be "screened in" as per the Planning Boa'rd's approval dated January 18, 2019. Respectfully ubmitted, ED Ar?o , C11X C7 ?C ny,AIA, LEED AP Princ al 9T�4F NE�y� GRCH ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH SUITE 202 ISLANDIA, NY 11749 VWVW.GRCHARCHITECTURE.COM (631)$64-3395 April 23, 2021 Town of Southold Building Department 53095 Main Rd P.O. Box 1179 Southold., NY 11971 Attn. Michael Verity Chief Building Inspector Re: Harvest Pointe at Cutchogue Cutchogue, New York Unit No. 27/ Permit No. 45930 Dear Inspector Verity: Please be advised that the basements of the above referenced units constructed on site .meet the requirements for conditioned space as defined in the 2015 IRC and Energy Code as well as the 2017 Code Supplement. Respe full submitted, ED ARC Q`&ERT 6 2� Glen h rveny, AIA, LEED AP �= Princi I (P 02381 Q T�OF N . Energy Testing Services 2021 Combustion Safety Testing Form Certified Home Address: 54 Millstone Lane City: Cutchogue Builder Name: Harvest Pointe Builder Tracking# Combustion Appliance Zone(CAZ)# of Location of this CAZ: Basement (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 2021-12-20 Outdoors Temp During Test: 40 of CAZ Depressurization (NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: N/A PPM Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes❑ No❑✓ Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: Heating System Primary: Yes ✓❑No❑ Type: Furnace ✓❑Boiler❑Heat Pump Q Other❑ t s Venting Type 3 Draft Spillage ;S is!laze GO Lo — (Circle Efficiency Fuel Tvpe t Circle T e Pascal (Worst Case (Natural) (Worst Case auu•al RatinE:95.0 NOP❑O❑E❑ N❑',❑MOS_✓ NSA Pa. Pass❑✓ Fail❑ Pass✓❑Fail❑ N/APPM NIA PPM Water Heater Primary: Yes ✓❑ Type: Standard Tank ✓❑IndirectTankless ❑ Size: 75.0 Style Common Vent❑ No n Instantaneous❑Commercial (See Note 5 below) (Gallons) 4 Stand Alone ❑✓ s 2 Venting p3 Daft pill Spillage(NaturalOcoEfficiency Fuel Type Circle Type) (Pascal) (Worse e) (Worse Case) (Natural) l) , EF: 0.69 N_❑✓ P❑O❑Eo N❑M❑S❑✓ N/A Pa. Pass❑✓ Fail❑ Pass❑✓_Fail❑ N/A PPM N/A PPM Oven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes❑ No❑✓ Oven COs PPM Ambient CO(During Oven CO Testing) o PPM 'Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 2 Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE. If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. a Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) 5 Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE: If Water Heater Type is"Commercial'and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial'and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Michael Fauci Rater Number: 8619824 Rater Signature: Date: 2021-12-20 Horne Energy Rating Certificate Property HERS Unit 27 Model B2-Magnolia Rating Type: Confirmed Certified Energy Rater: Michael Fauci Harvest Pointe Rating Date: 2021-12-20 Rating Number: 54 Millstone Ln Registry ID: 758705584 Cutchogue, NY 11935 Estimated Annual Energy Cost Percent HERS Index: 53 Efficient Home Comparison: 47% Better Use MMBtu Heating 50.8 $Cost Cost 43% General Information Cooling 0.7 $43 2% Conditioned Area 3080 sq. ft. House Type Townhouse, inside unit Hot Water 10.7 $197 8% Conditioned Volume 32538 cubic ft. Foundation Conditioned basement Lights/Appliances 21.0 $1239 48% Bedrooms 2 Photovoltaics -0.0 $-0 -0% Service Charges $16 1% Mechanical Systems Features Total 83.1 $2603 100% Water Heating: Conventional, Natural gas, 0.69 EF, 75.0 Gal. Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. Criteria Cooling: Air conditioner, Electric, 16.0 SEER. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 25.00 CFM25 2015 IECC UA Compliance Ventilation System Exhaust Only: 145 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 Expo loor NA Vaulted Ceiling NA ((-3 = dow Type Value: 0.290, SHGC: 0.280 Above Grade Walls R-21.0 ation Rate 1426 CF 50 (2.63 ACH50) Foundation Walls R-13.0 Method Blower door MichaelFauci 1,426 CFM x 60 Min Per Hour=85,560 / 32,533 ACH50 _ _ Energy Testing Services Lights and Appliance Features 1648 Locust Ave, Unit E Interior Fluor Lighting (%) 0.0 e/ en Fuel Natu4al l gas Bohemia, NY, 11716 Interior LED Lighting (%) 100.0 Clothes Dryer Fuel Nat�j gas 631-244-2627 Ext. 105 Refrigerator (kWh/yr) 623 Clothes Dryer CEF 3.931 Dishwasher(kWh/yr) 269 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REM/Rate-Residential Energy Analysis and Rating Software v16.0.6 This information does not constitute any warranty of energy costs or savings. © 1985-2021 NORESCO, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. ` Manual S Compliance Report Job: - - wrightsoft, Date: Jan 03,2019 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 Information For: Unit 27-54 Millstone Ln, Cutchogue, NY 11935 Cooling Equipment Design Conditions Outdoor design DB: 83.0°F Sensible gain: 12393 Btuh Entering coil DB: 75.8°F Outdoor design WB: 71.0°F Latent gain: 2499 Btuh Entering coil WB: 63.4°F Indoor design DB: 75.0°F Total gain: 14892 Btuh Indoor RH: 50% Estimated airflow: 600 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Generic Model: SEER 16 Actual airflow: 600 cfm Sensible capacity: 12600 Btuh 102% of load Latent capacity: 5400 Btuh 216% of load Total capacity: 18000 Btuh 121% of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 10.0°F Heat loss: 28094 Btuh Entering coil DB: 62.6°F Indoor design DB: 68.07 Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas furnace Manufacturer: Generic Model: AFUE 92 Actual airflow: 600 cfm Output capacity: 36800 Btuh 131% of load Temp. rise: 0 °F Meets all requirements of ACCA Manual S. • 1-wrightsof - 2019-Jan-04 14:37:07 Right-Suite®Universal 2018 18.0.32 RSU20056 Page 1 XCA...mor Model B2 MAN JSD\Rimor Model B2 MAN JSD.rup Calc=MJ8 Front Door faces: W Residential Plans Examiner Review • Form rm RIPER 1 ACCK. (Loads, 15 Mar 09 �rtz,�suayox�r�sdrv�a Header Information Contractor: Energy Testing Services REQUIRED ATTACHMENTS ATTACHED Manual J 1 Form(and supporting worksheets): Yes F� No Mechanical license: or MJ1AE Form*(and supporting worksheets): Yes o No R OEM performance data(heating,cooling,blower): Yes E] No R Building plan#: Manual D Friction Rate Worksheet: Yes o No R Duct distribution sketch: Yes E] No R Home address(Street or Lot#,Block,Subdivision): Unit 27-54 Millstone Ln, Entire House HVAC LOAD CALCULATION (IRC M1401.3) Desiqn Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature: 10 °F Orientation: Front Door faces West Indoor temperature: 68 of North,East,west,south,Northeast,Northwest,Southeast,southwest Tota(heat loss: 28094 Btuh Number of bedrooms: 2 Conditioned floor area: 3299 ft2 Summer Design Conditions Number of occupants: 3 Outdoor temperature: 83 °F Indoor temperature: 75 °F Windows Roof Grains difference: 30 gr/Ib @50% RH Eave overhang depth: 15.0 ft Sensible heat gain: 14083 Btuh Internal shade: none Blinds,drapes,etc. E2ve Latent heat gain: 2840 Btuh Depth window Total heat gain: 16922 Btuh Number of skylights: 0 EQUIPMENTHVAC • 4• Heating Equipment Data Cooling Equipment Data Blower Data Equipment type: Gas furnace Equipment type: SplitAC Heating cfm: 600 Pumace,Heat pump,Boiler,etc. Air Conditioner,Heat pump,etc. Cooling cfm: 600 Model: Generic Model: Generic Static pressure: 0.60 in H2O AFUE 92 SEER 16+ Fan's rated external static pressure for design airflow Heating output capacity: 36800 Btuh Total cooling capacity: 0 Btuh Heat pumps-capacity at wmterdesign outdoor conditions Sensible cooling capacity: 0 Btuh Aux.heating output capacity: 0 Btuh Latent cooling capacity: 0 Btuh DISTRIBUTIONHVAC DUCT .I Design airflow: 600 cfm Longest supply duct: 246 ft Duct Materials Used Equipment design ESP: 0.60 in H2O Longest return duct: 83 ft Trunk duct: Sheet metal Total device pressure losses: -0,6 in H2O Total effective length(TEL): 328 ft Available static pressure(ASP): 0.01 in H2O Friction rate: 0.003 in/100ft Branch duct: Round flex metal Friction Rate=ASP=(TELx 100) I declare the load calculation,equipment,equipment selection and duct design were rigorously performed based on the building plan listed above. I understand the claims made on these forms will be subject to review and verification. Contractor's printed name: Contractor's signature: Date: Reserved for County,Town Municipality or-Authority having jurisdiction use. *Home qualifies for MJ1AE Form based on Abridged Edition Checklist wrilgh-1-1 --- Right-Suite®Universal 2018 18.0.32 RSU20066 ` Load Short Form Job: VwrightSOftw Date: Jan 03,2019 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 27-54 Millstone Ln, Cutchogue, NY 11935 Design • • Htg Clg Infiltration Outside db(°F) 10 83 Method Blower door Inside db(°F) 68 75 Shielding/stories 3(partial) / 1 Design TD (°F) 58 8 Pressure/AVF 50 Pa/958 cfm Daily range - M Inside humidity (%) 50 50 Moisture difference(gr/Ib) 44 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16 AHRI ref Coil AHRI ref Efficiency 92AFUE Efficiency 14.7 EER, 16 SEER Heating input 40000 Btuh Sensible cooling 12600 Btuh Heating output 36800 Btuh Latent cooling 5400 Btuh Temperature rise 56 'F Total cooling 18000 Btuh Actual air flow 600 cfm Actual air flow 600 cfm Air flow factor 0.024 cfm/Btuh Air flow factor 0.050 cfm/Btuh f Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.83 ROOM NAME Area Htg load CIg load Htg AVF CIg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Bsmnt 1673 7475 884 183 45 Bed 2 194 3399 1766 83 89 CL 18 0 0 0 0 Bath 2 60 934 180 23 9 Foyer 112 1351 496 33 25 M bath 110 176 119 4 6 CL1 15 0 0 0 0 M bed 353 2367 1625 58 82 Breakfast 55 2044 1485 50 75 Laundry 23 43 493 1 25 Pant 16 0 0 0 0 Kitchen 190 295 1739 7 88 Living 237 4065 2310 99 116 Dining area 198 2054 667 50 34 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -F�eF wrightsoft, 2019-Jan-04 14:37:07 Right-Suite®Universal 2018 18.0.32 RSU20066 Page 1 XCP....mor Model B2 MAN JSD\Rimor Model B2 MAN JSD.rup Calc=MJ8 Front Door faces: W ` Mud 48 359 142 9 7 Garage 374 0 0 0 0 Entire House 3674 24562 11906 600 600 Other equip loads 3532 487 Equip. @ 0.88 RSM 10906 Latent cooling 2499 TOTALS 3674 28094 13404 600 600 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -fF wrightsoft& 2019-Jan-0414:37:07 I-- .w,..•,tr.,.w.,,.,,...,�,,,a, Right-Suite®Universal 2018 18.0.32 RSU20066 Page 2 ACCA...mor Model B2 MAN JSD%Rimor Model B2 MAN JSD.rup Calc=MJB Front Door faces: W -I - wrightsoft- Project Summary Date: Jan 03,2019 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 information For: Unit 27-54 Millstone Ln, Cutchogue, NY 11935 N otes: Design Information Weather: Suffolk Co.AID, East Quogue(Islip Dd), NY, US Winter Design Conditions Summer Design Conditions Outside db 10 °F Outside db 83 °F Inside db 68 °F Inside db 75 of Design TD 58 °F Design TD 8 °F Daily range M Relative humidity 50 % Moisture difference 30 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 24562 Btuh Structure 11906 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(55 cfm) 3532 Btuh Central vent(55 cfm) 487 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 28094 Btuh Use manufacturer's data n Rate/swing multiplier 0.88 Infiltration Equipment sensible load 10906 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial) / 1 Pressure/AVF 50 Pa/958 cfm Structure 1356 Btuh Ducts 0 Btuh Central vent(55 cfm) 1143 Btuh Heating Cooling Outside air Area(ftZ) 3299 3299 Equipment latent load 2499 Btuh Volume(ft') 19156 19156 Air changes/hour 0.25 0.11 Equipment Total Load (Sen+Lat) 13404 Btuh Equiv.AVF(cfm) 80 37 Req. total capacity at 0.70 SHR 1.3 ton Heating Equipment Summary Cooling Equipment Summary Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16 AHRI ref Coil AHRI ref Efficiency 92AFUE Efficiency 14.7 EER, 16 SEER Heating input 40000 Btuh Sensible cooling 12600 Btuh Heating output 36800 Btuh Latent cooling 5400 Btuh Temperature rise 56 °F Total cooling 18000 Btuh Actual air flow 600 cfm Actual air flow 600 cfm Air flow factor 0.024 cfm/Btuh Air flow factor 0.050 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.83 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -P1- vv.eghtsoft- 2019-Jan-04 14:37:07 +~ •� •�.•.• .. Right-Suite®Universal 2018 18.0.32 RSU20066 Page 1 ...mor Model B2 MAN JSD%Rimor Model B2 MAN JSD,rup Calc=MJ8 Front Door faces: W N Level 2 K90 PFRakfast IIpp K98 cfm 140 cfm Living I(it�n 105 cfm M bed adiab Pant Laundry 9160 cfm Dining area !� Mud M bath �67 fm 11 cfm 1\40 cfm CLI 1\7 cfm Stair 1 Foyer [K227th 2 CL Garage Broan Exhaust Fan Model L150 60 CFM Energy Star Continous user timer Bed 2 LL.LK1O7.fmj Job#: Energy Testing Services Scale:1 ;91 Performed by Energy Testing Services... Page i 1648-A Locust Ave Right-Suite®Universal 2018 Unit 27-54 Millstone Ln Bohemia,NY 11716 18.0.32 RSU20066 Cutchogue,NY 11935 Phone:631-244-2627 2019-Jan-0414:37:16 ..N JSD1Rimor Model B2 MAN JSD.rup r.b.delfino @energytestingservices.com N Level 1 6x16 8.x 16 9 1 14 x16 114 219 cfm adiab 0 Bsmnt Makeup air 60 219 cfm CFM Skuttl 14" 5" model 216 24x16 24 8x16 -------------- 9 Job#: Energy Testing Services Scale: 1 :91 Performed by Energy Testing Services... Page 1648-A Locust Ave Right Suite®Universal 2018 Unit 27-54 Millstone Ln Bohemia, NY 11716 18.0.32 RSU20066 Cutchogue,NY 11935 Phone:631-244-2627 NJSD�2 or Model 1437:1 JSD.rup r.b.delfino@energytestingsery ices.com Duct System Summary Job: 4+ wrightsoft, Date: Jan 03,2019 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 Information For: Unit 27-54 Millstone Ln, Cutchogue, NY 11935 Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.59 in H2O 0.59 in H2O Available static pressure 0.01 in H2O 0.01 in H2O Supply/return available pressure 0.007/0.003 in H2O 0.007/0.003 in H2O Lowest friction rate 0.003 in/100ft 0.003 in/100ft Actual air flow 600 cfm 600 cfm Total effective length (TEL) 328 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Mat] Ln (ft) Ln(ft) Trunk Bath 2 h 934 27 11 0.003 5.0 Ox 0 MtFx 31.3 205.0 st1 Bed 2 c 1766 100 107 0.003 9.0 Ox 0 MtFx 35.3 195.0 st1 Breakfast c 1485 60 90 0.003 9.0 Ox 0 MtFx 29.5 190.0 st2C Bsmnt h 7475 219 53 0.004 14.0 Ox 0 MtFx 35.5 150.0 st2A Dining area h 2054 60 40 0.004 7.0 Ox 0 MtFx 17.3 160.0 st2 Foyer h 1351 40 30 0.003 6.0 Ox 0 MtFx 18.3 215.0 st1 Kitchen c 1739 9 105 0.005 9.0 Ox 0 MtFx 14.5 140.0 st2 Laundry c 493 1 30 0.005 5.0 Ox 0 MtFx 3.0 150.0 st2 Living c 2310 119 140 0.005 10.0 Ox 0 MtFx 34.8 130.0 st2 M bath c 119 5 7 0.003 4.0 Ox 0 MtFx 20.5 225.0 st1 M bed c 1625 69 98 0.004 9.0 Ox 0 MtFx 37.0 170.0 st26 Mud h 359 11 9 0.004 4.0 Ox 0 MtFx 7.8 160.0 st1 • • Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st2C Peak AVF 60 90 0.003 135 11.1 16 x 6 ShtMetl st2B st1 Peak AVF 182 163 0.003 205 14.7 16 x 8 ShtMetl st2 Peak AVF 538 557 0.003 209 21.8 16 x 24 ShtMetl st2A Peak AVF 348 242 0.003 224 18.3 16 x 14 ShtMetl st2 st2B Peak AVF 129 188 0.003 212 14.6 16 x 8 ShtMetl st2A Bold/italic values have been manually overridden - -wrightsoft- 2019-Jan-04 14:37:07 ^A . .,•,..«�..,,.e,.,,,�, Right-Suite®Universal 2018 18.0.32 RSU20066 Page 1 ...mor Model B2 MAN JSD\Rimor Model B2 MAN JSD.rup Calc=MJ8 Front Door faces: W Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk rb2 Ox 0 219 53 82.8 0.003 205 14.0 Ox 0 MtFx rb1 Ox 0 501 667 78.0 0.003 212 24.0 Ox 0 MtFx wrightsoft' 2019-Jan-04 14:37:07 fir► , ,,,,.,,,.,,�,.,,,„,..,,��,,,,,, Right Universal 2018 18.0.32 RSU20066 Page 2 iv11...mor Model B2 MAN JSD\Rimor Model 82 MAN JSD.rup Calc=MJ8 Front Door faces: W RUSSELL ✓; q4 c,�}FF SCOTT A. ���`c MICHAEL M. COLLINS, P.E. ��. SUPERVISOR - TOWN ENGINEER TOWN HALL - 53095 MAIN ROAD " "s TOWN OF SOUTHOLD,NEW YORK 11971 Tel. (631)-765-1560 ,1J Fax. (631)-765—9015 AiICHAGL.COLI_INS r,'rO1A'N.SQ11T1if11.I7,N�`:US 40 OFFICE OF THE ENGINEER TOWN OF SOUTHOLD Brian Cummings September 22, 2021 Planner T 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. l 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.,. 1,� a1 Michael M. Collins, P.E. Town Engineer cc: Michael Verity, Chief Building Inspector OFFICE LOCATION: AWLING ADDRESS: Town Hall Annex ;p .SQr P.O.Box 1179 54375 State Route 25 ��{ Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Southold,NY Telephone:631765-1938 www.southoldtownny.gov IY1 l `��� PLANNING BOARD OFFICE TOWN OF SOUTHOLD September 30, 2021 A Mr. Henry Alia Rimor Development LLC P.O. Box 908 Cutchogue, NY 11935 Re: Site Plan Inspection, Certificates of Occupancy Units 27-30, 39, 40, 43-46, 111-114 The Heritage @ Cutchogue aka Harvest Pointe 75 Schoolhouse Rd., corner of Schoolhouse Rd. & Griffing St., Cutchogue Dear Mr. Alia: The Planning Board has found that the requirements for Units# 27-30, 39, 40, 43-46, and 111-114 of the above-referenced Residential Site Plan, with exception of supplemental evergreen plantings required behind units 45 and 46, have been completed based on the site inspection made on September 21, 2021. These.units and the supporting infrastructure on site are now in general conformance with the approved site plan.dated September 26, 2017 and the Planning Board supports the issuance of a Certificate of Occupancy for these fourteen (14) units. Please note that there are many ongoing conditions of the site plan approval, with the { most relevant to the occupancy of the residential units being no parking of vehicles, equipment, or dumpsters and no staging of materials on the internal streets being used by residents. These conditions will continue to be enforced. This letter does not condone any changes from the approved site plan and approvals from other agencies. Please call the Planning Department with any questions. Respectfully, Donald J. Wilcenski Chairman cc: Michael Verity, Chief Building Inspector Michael Collins, Town Engineer FIELD:INSPECTION REPORT DATE COMMENTS FOUNDATION(IST) --VIP -ZJ { 14 A^vim 4ow V- ------------------------------ FOUNDATION(2ND) 4 V 4 �3 ROUGH FRAMING& H PLUMBING >✓ u� INSULATION PER N.Y. 1n/ S STATE ENERGY CODE ✓ AQ 75 / - i 1 Z � FINAL 0> ADDITIONAL COMMENTS_ - ��- 19 1 . toD r,6C,-lRT15rl :. _ 1 156 .oa L- 158 O 5 a a < z- - z � ro � y i J \ � b r`'oti°$ufFoi �o TOWN OF SOUTHOLD—DUIELDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold NY 11971-0959 Telephone(631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny. ov For Office Use Only Date Received PERMIT NO. Building Inspector: Applications and forms must be filled out in their entirety.Incomplete applications ? ' will not be accepted. Where the Applicant is not the owner,an Owner's FEB 2 5 2021 Authorization form(Page 2)shall be completed. APPLICATION FOR'BUILDING PERIVII OWNER(S)OF PROPERTY: Name: Rimor Development Tax Map#:SCTM#1000- 102.01 - 02- (--)01 Physical Address: �y i I`�JDAI__ LckULAJ � Phone#: 631-678-2667 Email: teamalia65@gmail.com Mailing Address: .Q ��• 9DZ cal �_., n [�35 CONTACT PERSON: I lu Name:Henry Alia Mailing Address: PO Box 908 Cutchogue, NY 11935 Phone#: 631-678-2667 Email: teamalia65@gmail.com DESIGN PROFESSIONAL INFORMATION: Name:GRCH Architecture Mailing Address: 3750 Express Dr. South Islandia, NY 11749 Phone#: 631-864-3395 Email: CONTRACTOR INFORMATION: Name:Rimor Development Mailing Address: PO Box 908 Cutchogue, NY 11935 Phone#: 631-678-2667 Email: teamalia65@gmail.com DESCRIPTION OF PROPOSED CONSTRUCTION 2New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $240,000.00 Will the lot be re-graded? OYes El No Will excess fill be removed from premises? ❑Yes 2No PROPERTY INFORMATION Existing use of property: Intended use of property: Condo-resitdential Date of Purchase: Name of Former Owner: 1 Zone or use district in which premises is situated: Are there any covenants and restrictions with'respect to this property? 2Yes 0 No IF YES, PROVIDE A COPY. is Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance ofthe Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition a erein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit author a inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant t Se ion 0.45 of the New York State Penal Law. Application Submitted By(print me : enry Alia 2Authorized A ent ❑Owner Signature of Applicant: Date: a / STATE OF NEW YORK) 1 SS: COUNTY OF Suffolk ) Henry Alia being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Agent (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of '�-� 20, 14N nt.r%/P i i Ih,i r SHERRY PIRONE NOTARY PUBLIC,STATE OF NEW YORK PROPERTY OWNER AUTHORIZATIftation No. 01PI6388308 (Where the applicant is not the ownQ salified in Suffolk County Commission Expires March 04, 2023 I' residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 6u-A6 . i� i BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr@southoldtownny.gov seand(a-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: -id Company Name: ' Name: , 1 License No.: (D 1 ,;� em il: — f-C- Address: A 1 lfl Phone No.: d lv JOB SITE INFORMATION (All Information Required Name: �' L Address: ` 2 -1 Lkhue- tl M'P-M� Cross Street: b ir1'V- LQ r Phone No.: [ 3i) - '-4 email: Bldg.Permit#: '-b �1�,^ - .0 . Tax Map District: 1000 Section: f0 10I Block: 1 O Lot: 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 Temp Information: (All information required) Service Siz .1 Ph 3 Ph Size: .A #Meters Old Meter# (eZwSe3rviD - Fire Reconnect- Flood Reconnect-Service Reconnected-Underground - Overhead # Underground Lateralse 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION c�, 6-) Request for inspection FormAs \, �o�SuffO[,��oGy. BUILDING DEPARTMENT-Electrical Inspector . rte„ TOWN OF SOUTHOLD o Y� Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959 .Telephone (631)765-1802-FAX (631).765-9502 Temporary Certificate# Date V-3 2021 Customer Name 14afVf5'� .of 0 Electrician Name 1^)17"jYl L Address 5 i 6-f-oh2 Ln C *a7 Phone e-mail -}-eGl)'1'1 (05 „ a, eZ) e-mail [n e_1-Q CO Phone ��j— - a(p License 3700) ME Size 15%1�)_A Phase 1 Overhead Underground X #of Meters Remarks 1laei li nq #of Underground Laterals 1 2 •New. "H" Frame or Polel H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid 90 da he date above. - Authorized by f i i �S11FF0(,�c 1 Town Hall Annex U�' aG ? 54375 Main Road �� Telephone(631)765-1802 P.O. Box 1179 Fax(631) 765-9502 CM, Southold, NY 11971-0959 BUILDING DEP,ARTN NT NOTICE-,OE:UTILIZATION OF TRUSS TYPE. CoNs, �T.RUCT10fV PRE-ENGINEERED WOOD CONSTRUCTION ANWOR:Ti111IYER CONSTRUCTION Date: .o�. o a- : Owner: M Location-of Property: ' 5 :rh i I IL-hf):e LG: Please to otice that the{check applicableaine): New commercial ar resiefential tructure z sfirig-comr-nerd'oty 'r residential stru6ib.- a ' l ''hbilitafiarito::;Pri- ' existing. cb mthercial or re siden�a&-structure to be.constructei ` r pertorme .at the subject property reference abotre wifl•utilize (check appH absl"'I.it e): Trus`i§-' .; e-construction TT _. ... fYP I Pre-engineeted'Wooa construction (PW) ,. Timber consfrcietioii in the following location(s) (check ap0li6- a15ae•11n.:- Floor framing, inclu ng girders and beams (F) Roof framing (R) Floor and roof f i (FR) . Signature: Name (person submitting this form): I Capacity (check applicable line): -Owner _ Owni r representative TrussReg15.docx Effective•11112-015 I • ,,fir- 1 •'f` ct/r�A•'„L a{�r.;,�y `'.w'(���Y.•M,:O�`. .�Fyy:`rr��tl�tl"�:>hump•+'a'=i':"rj•,�.,�•`;1`:"•,�`��L•Gj�i��2�•� a�at%*r�- !�tf��}�:itr ^y�?t�� �,. �:TY'fr� �" {�• a"Xisa''—�aJci�: � �r9f�atx,'_;~ L �''t�s'J••�% ��}^?�rs"r h'�t�^t�fo�r'n9•'t,,, ~Y i?�ti';�'� 1 '.at�'��•t „'-yr.�'•T/1� ��ly4 yrl�..rX�. f+ ._ Y':t J••..a+i `�° t�3:Yl.�Y t lut'�"..SV':2�. • L ��t;t2 c�,%Y �n►f Pa`r,'. 'rr a'�tsi;[c '�Jr����T. `�tZ..tlTiisS� ?�'�n.4f.trc rr L�-••tii _,�et<2» �C'�• > .!','�(• �+•frr• .a tt'I J S7f ti t:>galJ 'fC y:ira.} •fir• 'rF kf .,pl,I:. r- -P � •1 rt f j s� ltt I i� r t l2S, t.,s' t riR 1 ♦ ',C. �� �1 r II � r - y�11{{yrs r c ��r� i f••2 �j Y'� �, Y t•it u rp ' !' O O i i i•��� i•� '�'� It �•f ifs • IIIIIIII OPIUM Iw7� +` ® m f• m • low owl Mal 1�1 r am .. i ,,���+ ,� ta,. .' ^� �@�`� r.,, ?rte ,�*'. � 1 •�. s. tP 'ail. S ' illi �•� 4 x anti,° Ifs q,,$� t� 1 yt'n ,� � . .. ,..,. . .,. .. �,1 ��'"s,m��•� :amu i � �'��#.. t° e ��x ----"11 1 IMPARTMENT OF HEALTH SERVICES FOR OFFICE USE ONLY OFFICE OF WASTEWATER MANAGEMENT ' 360 YAPHANK AVENUE,SUITE 2C,YApHANI{ NY 11980 Health Department Ref.No, M@suffo (631)852-5700 OR Heal thWW lkcountyny:gov APPLICATION TO UPDATE— AN EXISTING PEI MIT TO C WATER SUPl'I.I' ONSTRUCT FACILITIES FORA SINGLE FAMILYDEWAGE DISPOSAL AND REFER TO REVERSE SIDE OF THIS FORM FOR INSTRUCTIO S1LI,dNG PLEASE COMPLETE APPLICABLE SECTIONS OF THIS FORM, ALL SIGNATURES SECTION 1 FOR ALL RENEWALS AND TRANSFERS MUST BE ORIGINAL, EXISTING REFERENCE NUMBER: RIO-17- Tax MaNo • District —�--- 1000 Section Block Lot Name of Current Applicant: tL G - pp Rimor Development LLC Mailing Address: PO Box 908, Cutchogue, NY i 1935 Tel#: (631) 735-9200 Email Address:teamalia65@gmaii.com Name of Current Agent:Henry Alia Mailing Address:PO Box 908, Cutchogue, NY 11935 67$2667 Email Address:teamalia65@gmail.com DATE OF ORIGINAL APPROVAL: 09/08/2017 "If more than 6 years old and SCDHS site inspections have not SECTION? FOR TRANSFERS WITH PREVIOUS APDL CANT/AGENT FER 11 be re wired been Name of Previous WITH ISSI®N I hereby transfer all rights and interest in the above referenced permit to the Tel#: ( _ Signature of previous Applicant/Agent: e new applicant named above; SE Nam Of Pr 3 s OR TRANSFER W T ROUT PREVIOUS APPLICANT/AGENT PERMISSIO Date:— Name of Previous Applicant's N Architect/Engineer/S urveyor: I hereby authorize the above named current applicant to use therevious Tel#: Project prepared by me;for the purpose of transferring the above named rppllicaet's survey/site plan for this Architect/Engineer/Surveyor's signature: tuber and its site design, SECTION 4FOR ALL RENEWALS AND TRANSFERS Date: Application is hereby made to - -- 17 TRANSFER, NEW(checkj�" _ ' ` application,surveys and plans ubmitted. I hereby certify that I have ekammed this complete R1Pllble�-.a'p'ermit to construct in accordance with this are true and correct;and t '^''�f t, l worl-shall be done in accordance with all applicable;T;own,County,State and Federal Laws, "An false statement made her 'n ' P application and the statements therein unis able as a misdemeanor Pursuant to 5210_A ,of New York Sta e Penal Law," Signature of Curre plic • Aa ,; } Date. Tint Name of Cu ent p It an gent ' 3•X27.123- �� He Ali a° `�:'�`- } f F Title Agent/Project Manager DEPARTMENT USE ONLY Permit is Transferred/ enewe Until ! d 2� Number of Bedrooms Approved�IA Signature of Department Representative_ ��- Date /,9--1.1-- wpm WIAIM-104(Rev. 02/12) 'IPE SHALL BE 15- CPP WITH A SLUWt UI• U% - s STANDARDS: SPECIFICATIONS SHALL INCORPORATE THE PROVISIONS y .FOLLOW UNLESS OTHERWISE NOTED: OF THE AWWA STANDARDS AND/OR MANUFACTURER'S RECOMMENDED IECTIONS TO BE 4" DR-18 WITH MINIMUM SLOPE INSTALLATION PROCEDURES. E MINIMUM 6" DR-18 PVC OR CAST IRON WITH A 0 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 IE C900. BLUE BRUTE DR-18 PRESSURE PIPING ABOVE THE PIPE TO ADEQUATELY SUPPORT AND PROTECT THE PIPE. STONES FOUND IN THE TRENCH SHALL BE REMOVED FOR A DEPTH WATER MAIN TO BE 10" WITH 6" HYDRANT OF AT LEAST SIX INCHES BELOW THE BOTTOM OF THE PIPE. SERVICE CONNECTIONS TO BE 1". e COVER: ALL WATER MAINS SHALL BE COVERED TO A MINIMUM DEPTH OF 54 INCHES WITH EARTH OR OTHER INSULATION TO PREVENT NIMUM OF 10 FEET OF SEPARATION BETWEEN FREEZING. VER/DRAINAGE LINES. o BLOCKING: ALL TEES, BENDS; PLUGS AND HYDRANTS SHALL BE NIMUM SEPARATION OF 20 FEET FROM SANITARY PROVIDED WITH REACTION BLOCKING, TIE RODS OR JOINTS DESIGNED kLL DRA'S AND DRYWELLS. TO PREVENT MOVEMENT. NIMUM SEPARATION OF 10 FEET BETWEEN 3. TESTING WATER/DRAINAGE LINES, PLANS AND SPECIFICATIONS SHALL REQUIRE THE FOLLOWING: ;RVICES TO BE INSTALLED BY PSE&G AND AAY VARY DUE TO FIELD CONDITIONS. ELECTRIC PRESSURE AND LEAKAGE TESTING: ALL TYPES OF INSTALLED PIPE HYDRO—ACTION UNITS SHALL MAINTAIN 5 FEET SHALL BE PRESSURE TESTED AND LEAKAGE TESTED IN ACCORDANCE ON FROM ALL SANITARY APPURTENANCES. WITH THE LATEST EDITION OF AWWA STANDARD C600. 0 DISINFECTION: WATER MAINS ARE TO BE DISINFECTED IN /DRAINAGE LINE CROSSINGS SHALL MAINTAIN A ACCORDANCE WITH AWWA STANDARD C-651--86, OR THE LATEST :)ARATION OF 18" MINIMUM BETWEEN PIPING. (SEE REVISION, ONTRACTOR SHALL ENSURE ALL CROSSING 0 BACTERIOLOGICAL ,TESTING: BACTERIOLOGICAL ANALYSES OF WATER DURING CONSTRUCTION, SAMPLES COLLECTED AFTER DISINFECTION ARE REQUIRED AT LOCATIONS SPECIFIED BY THE SUFFOLK COUNTY DEPARTMENT OF TO MAINTAIN ALL REQUIRED VERTICAL , HEALTH SERVICES. GENERALLY, A BACTERIOLOGICAL SAMPLE IS REQUIRED FOR EVERY 1000 LINEAR FEET OF WATER MAIN OR PORTION THEREOF. NSTALLED UNDERGROUND. Habitable Garage Area nit Numbers Area SF (SF) Tota) (SF) Harvest Pointe at O 77-124 1,999 486 2,485 C u C '®g u ` 3,8110,12,14, .,23,26,27129, Cutch®gue, New York 33,36,39,41,45 1,599 363 1,962 Town of Southold 17,49,50,52,54, >8, 59,68, 72, 76 No. Revision Date Appvd. 13 TONIN/SCDHS REVISIONS 7/28/17 AVL i ,5,6,9,11,13, L9,20,22,24, 12 TOWN REVISIONS 6/14/.7 AVL !.8,30,32,35,38, 1,599 363 1,962 11 SCDH REVISIONS 4/22/17 AVL 1.2,44,48,51,53, 10 REVISED PHASING PIAN PER TOWN 4/6/17 AVL 30,62,64;66,70, 9 TOWN REVISIONS 7,34,37,43,550 8 SCDH REVISIONS 3/9/17 AVI- 63 65 67 69 71 1599, 3$0 1979 P o Y a5cn cic ,F3 s ! ! ! / re �ifwr�. }, ,� �'p�, w ers �.,..mo�ww.,,, ,.ti+, a , F. `� s 15,16,17,18 1,999' 408 2,407 Issued for Date July 10, 2015 N/A 6,188 N/A 6,188. SCTM-: 1000•-102-01-33.3 SCHS Approval SUF OLR U.OL3NTY DEPART MEUM F 02F IlEkTH SE:RVI'ES n PR nr INGLE FIlf>ial.Y RESIDENGR ONLY 6)ATB "5 ` oz t DrAwing Number i FOR MAX1NiUM OF! hJ O1-11WC IG t TPIRE 1-HRE—E YE-AIRS FROM DA ft�.x OF APPROVAL ,��o o�L 1�AL C 0 x Ti 9 I r oA90F'E5 SIOc��/ �.�.. ...., Project Number 29305.00 SCDHS Reference # CIO-06-0013 v NOTES: THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE j•_ NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, /�- PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, W PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FORANY of PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED U PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY.IF ,$'bL AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE p 5 5 ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND J 5's ,Z'L L O 'Z-$ U r THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH O ,1'S 9'L N r• ZO o �'--e r. i _,, ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. Z Ln cw) p 'L•L N M .�- U COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED LU 2 O NSEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. WCL - N o 0' S ,6'6 .0 V d: N o NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS (h OR RIGHT OF WAYS.IF ANY,NOT SHOWN ARE NOT CERTIFIED. a I —w ---, >_ u O I 0 I J Z :O'E PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE Q Z I CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATERCOURSES, w I O — N SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS S51° 35'42"W O7 0 I O Q r OTHER THAN VISIBLE PERMANENT STRUCTURES. 1 �: J LU m 39.19' W I Q � .6'l, `'a-' -- COPYRIGHTO NELSON&POPE,ENGINEERS AND SURVEYORS.ALL RIGHTS J a, I Ur I O iV a-.fl,�. �.ti+, -,I s _ RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, `L-. _ RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED 00 U of I Z LL y IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN F_ D. I Q I O O N PERMISSION OF THE SURVEYOR. N ' I — �'——J U- p_ F" '6 z THIS PLAN WAS PREPARED TO ASSIST IN OBTAINING FRAMING PERMITS FROM LOCAL o CO ❑ — O Z Q MUNICIPALITIES AND IS NOT AUTHORIZED NOR GUARANTEED FOR ANY OTHER 00 ,0'V 1— =) ,8.6 PURPOSE. M o S 38°24'18.. E L L E•5 N ,4'L co "' o r�i� � S51° 35'42"W ,9's 309.36 37.18' ,z'L� s.s ,z s r :� L'4l R=140.00' MAY 1 9- 2021 L=37.19' S 23°11'01" E 39.36 R=112.00' L=29.72' S 38°23'13" E R �j1 �Ilrrrr;;:;r 62.34' ,,, �� a ���•®�•NFI'v'' R=112.00' S 53°37'34" E `',`� 1•pA�iD A••..�'l L=29.79' 51.14' j i w U0 n do—�Oy-) ;�;°pQ' T•':�= o R=112.00' I �r :jjj L=29.75' Q .��� �'i m ic�7v' I >� = j O� " �°'� :O S 38°24'18" E 96.29' 074803'07"W 4) LAN ONS R=410.00' i 111111 l l l t i t L=450 S 65°26'53" E \\-\'c'�\� .51' \P _ _ I FOUNDATION LOCATION 167.99' (ACTUAL) 04-30-2021 FOUNDATION AS-CONSTRUCTED SURVEY_ _ FOR R=275.00' ' S52°55'20"W UNITS 27-28 UNIT DESGNATION MAP OF L=77.85' -fl S37°04'40"E HARVEST POINTE CONDOMINIUM 1 S 49°09'21" E O Z I f 95.00' FILE NO.:471 FILED January 09, 2018 2 p III��� I SITUATED AT 238'82 �L I CUTCHOGUE S 40°52'38" E m m TOWN OF TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK 1 S.C.T.M.DISTRICT 1000,SECTION 102.01,BLOCK 02.00,LOTS 001.000&002.000 27.03'S52 55'20W " Tl �m SOUTHOLD 19.24' i �- NELSON + POPE engineers •architects•surveyors Z I j 70 Maxess Road,Melville,NY 11747. 631.427.5665•nelsonpope.com LL w V- w DRAWN BY: NP CADD No.:INDMDUALSURVEYS00026 IS SCALE: IZ' SCHOOL HOUSE LANE CHECKED BY: PE FILE NO.: SHEET NO.: 'I OF 1 DATE: 05-04-21 PROJECT NO.: 00026 1"-30' III II , x� NOTES: au 3 I 290- THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE III W b W PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USEAND THEREFOREARE m (DW ry r 0 NOT INTENDED TO GUIDE THE ERECTION OF FENCES.RETAINING WALLS,POOLS, U ~W w CONTROL N m �0 PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. U W W / U F MODULE C4 ri ry QJ IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145• 11 PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FORANY m G -�GSW W �' 5 5, ¢ 14.8' °cm'I ro PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED M 17.2' 6.2' U �hQ' PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY.IF W E 6.5' L6 U 2'o e ^ "��-\o AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE Z -W 5.4'ro M 7.6' N M 0 b opQ h� ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEALAND ca„ 3� 1" WTER '7 'n a � U '�Q�C' THE NOTATION'ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH QSERVICE w 5.0' I Q -- ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. 4.0' N Z 9.9' co > �' '�+ •-'"-- - �'-T"'-' -" COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED Z I W , W Z O" ZM m SUFFOLK t,`C1L1tv1-Y' OEPA`TMENT OF HEALTH SERVICES SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BEA VALID TRUE COPY. W I (7 I 3.O' d p m c C• Z NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS Wi 4'SDR-35 APPI�Qi/pL QF CON,,I R43CTED Jt►ORKS FOR OR RIGHT OF WAYS.IF ANY.NOT SHOWN ARE NOT CERTIFIED. > �„ 3 W C3 I g o o> I�� A SINGLE FAMILY RESIDENCE UNDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED ZQ _ U C7 LL Z U Z y 0 d(J / -7 /�� R AS TO ACCURACY,EXISTENCE,EXACT LOCATION,TYPE OR USE,ACTIVE OR INACTIVE. O2.0'____ r ___ co �I `yY �o�g 1J S Ref N0 /D l ! "(it!V _ ELECTRIC AND GAS UTILITY LOCATION PROVIDED FROM PSEG DISTRIBUTION DESIGN 0- S 51°35'40"W 92.91' Oa 11J I >_ [� 1.9' m �a Date tl 3 Q � '8 0 Yl�7 PLAN DATED 7/21/18.LOCATION OF GAS AND UTILITY IS APPROXIMATE AND LOCATED CO I I I LU I O a N IL o N TYPICALLY IN THE SAME TRENCH.ACCURACY OF UTILITY IS NOT GUARANTEED NOR IS axii 3 I eD 9 1 1— W CO do_W The sewage disposal and water supply ffacilities at this-location have been CONSULTTHERE WITH GUARANTEE THAT ALL TE UTISTINGOTILITIES ANYP RE PRIOR TO DI THISMAP.OR v J I CONSULT WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR J < rn W 2.9' U Z 17' oa Inspected and/or certified by this Departm or other agencies and found to FURTHER DESIGN. •--I cau I 4 0' J Z b 4'SDR-35 be satisfactory FOR A MAXIMU Mal BEDROOMS. PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE.OR SUB SURFACE 3 d N CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATERCOURSES, W b �M- 9.8' ) SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS W Q !y 0i 5.0' I CD OTHER - 1 OTHER THAN VISIBLE PERMANENT STRUCTURES. ZO 1" WATER �'7�b3'N oi7,5' c° Z ��¢o Craig Knepper, P.E. Chief COPYRIGHT©NELSON BPOPE,ENGINEERS AND SURVEYORS.ALL RIGHTS SERVICE O d ZUQ M RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, W W K 6.5' 17 2' 6 2' U UU(�j 1 RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED UW W �Z Office of Wastewater Management IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN U V 3¢ W W W W Q W CONTROL 5 S m 14.7' U3Q "'- PERMISSION OF THE SURVEYOR. W LU c7 MODULE O I OW _ _ _ _ _ ADDITIONAL IMPROVEMENTS AND/OR POSSESSION,IF ANY,NOT LOCATED,NOT I I WJ Io SHOWN IFHI�-- IG HARVEST POINTE HOME OWNERS L E EG ASSOCIATION DESIGNATION LINE ALL SANITARY PIPING 4'AND s•sDR.35,TYPICAL. LIXU b N: 3 S51°35'40"W C4: F 102.82' �+ N n WED go II (yl M II I Z Y O Qio_u PErFO� LLJ t' a \s\ ND. 0`'° 5J SANITARY SYSTEM AS-BUILT TABLE , 12-19-2018 FOUNDATION LOCATION SANITARY AS-CONSTRUCTED SURVEY FOR STRUCTURE NAME TIE A I TIE B 08-27-2021 SANITARY AS-BUILT UNITS 27 - 28 UNITS#27-28 UNIT DESIGNATION MAP OF ST-1 30.3' 68.2' HARVEST POINTE CONDOMINIUM 2 FILE NO.: 490 FILED September 28, 2020 ST-2 31.7' 74.5' SITUATED AT LP 40.5' 92.0' CUTCHOGUE TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK S.C.T.M.DISTRICT 1000,SECTION 102.01,BLOCK 02.00,LOTS 001.000 8 002.000 HEALTH DEPARTMENT REFRENCE NUMBERS&AREA'S � L NELSON + POP E 9y UNIT No. HD REF No. HABITABLE AREA GARAGE AREA TOTAL GROSS FLOOR AREA �'` �-''�'27t,� '—r- •` -�� R10=1,7�,.008_Y:;� 11599 S.F. 363 S.F. 1,962 S.F. 60 engineers•architects•surveyors 28 R10-17-0082 1,599 S.F. 363 S.F. 1,962 S.F. 7 70 Maxess Road,Melville,NY 11747. 631.427.5665•nelsonpope.com DRAWN BY: NP CADD No.:INDIVIDUALS000 6YS SCALE: CHECKED BY: MS FILE NO.: SHEET NO.: 'I OF'I DATE: 10-08-2021 PROJECT NO.: 00026 111=30' +�� as APPROVED AS NOTED DATE:// s�n PLUMBER CERTIFICA b, B.P.# ON LEAD CONTENT BEF'01 FEE: [ CERTIFICATE OF'OCCUPAl%:- NOTI BUILDING . - =ARTMENT AT SOLDER USED IN WATER 765-1802 8 AM TC a PM FOR THE SUPPLY SYSTEM CANNG FOLLOWING INSPECTIONS: EXCEED 2/10 OF 1% LEAD. 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION .PLUMBING 4. FINAL - CONST"'JC"!JN MUST 'At'L PLUMBING WASTE BE COMPLETE O. &WATER LINES NEED ALL CONSTRUCTICIN -"r-;ALL MEET THE TEbTING BEFORE COVERING REQUIREMENTS OF 1'H'E CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. MUSS PLACARDING REQUIRED COMPLY WITH ALL CODES OF ELECTRICAL NEW YORK STATE & TOWN CODES INSPECTION REQUIRED AS REQUIPFn AND CONDITIONS OF !�as DO NOT PROCEED WITH Si1UTHOl^TOVti'N PLANNING BOARD "FRAMING UNTIL SURVEY 'OF FOUNDATION LOCATION i 1 1 EES HAS BEEN APPROVED. 1 Must provide Manuals D, J and S as per OCCUPANCY OR NYS Energy Code USE IS UNLAWFUL WITHOUT CERTIFICAT OF OCCUPANCY Blower do®r and ductwork testing required. RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE. All exterior lighting installed,replaced or repaired shall conform to Chapter 172 of the Town Code Section R316 Foam Plastic TABLE R405.1 Z W PLANS ARE IN CONFORMANCE WITH THESE APPLICABLE CODES: R302.12 Draftstopping. In combustible construction where there is usable space both above and below the concealed space of afloor-ceiling assembly, Z C , ,� draftstops shall be installed so that the area of the concealed space does not exceed 1,000 square feet. Draftstopping shall divide the concealed R316.1 General. The provisions of this section shall govern the materials, design, application, construction and installation of foam plastic materials. Properties of Soil Classified According to the Unified Soil Classification System W !� 2020 RESIDENTIAL BODE OF NEW YORK STATE space into approximately equal areas. Where the assembly is enclosed by a floor membrane above and a ceiling membrane below, draftstopping shall R316.2 Labeling and identification. Packages and containers of foam plastic insulation and foam plastic insulation components delivered to the job site shall bear I 2 o be provided in floor-ceiling assemblies under the following circumstances: the label of an approved agency showing the manufacturers name, the product listing, product identification and information sufficient to determine that the SOIL CLASSIFICATIION CHANGE 20 2 0 EX I STING BUILDING C 0 D E 0 F NEW YORK STATE 2. Floor framin is constructed of truss-t e o en-web or erforated members. end use will comply with the requirements. GROUP SYSTEM SOIL DESCRIPTION DRAINAGE FROST HEAVE POTENTIAL (� 9 YP P P SYMBOL CHARACTERISTICS POTENTIAL EXPANSION O --) = R316.4 Thermal barrier. Unless otherwise allowed in Section R316.5, foam lastic shall be se orated from GW WELL GRADED GRAVELS, GRAVEL SAND MIXTURES, GooD Low Low 0 �./ 20 2 0 FIRE C 0 D E 0 F NEW YORK STATE R 302.1.12.1 Materials. Draftstopping material shall be not less than 1/2 inch gypsum board, 3/8 inch wood structural panels. P P t5 2020 M EC HAN I CAL C 0 D E 0 F NEW YORK STATE the interior of a building by an approved thermal barrier of not less than % inch gypsum wallboard, LITTLE OR NO FINES � R302.13 Fre protection of floors. Floor assemblies that are not required elsewhere in this code to be fire-resistance rated, shall be provided with a 1/2 inch R316.5.3 Attics. The thermal barrier specified in Section R 316.4 is not required where all of the following apply: GP POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES, GOOD LOW LOW _O N 20 20 PLUMBING C 0 D E 0 F NEW YORK STATE gypsum wallboard membrane, 5/8 inch wood structural panel membrane, or equivalent on the underside of the floor framing member. 1. Attic access is required by Section R807.1. LITTLE OR NO FINES L O rn s GROUP I SW WELL GRADED SANDS, OR GRAVELLY SANDS, GOOD LOW LOW ~ L_ v 2. The Space i3 entered Only far purposes of repairs ar maintenance. LITTLE OR NO FINES U d 2020 PROPERTY MAINTENANCE CODE OF NEW YORK STATE AND NEPA 70 Exceptions: 3. The foam plastic insulation has been tested in accordance with Section R316.6 or the foam plastic insulation is protected against ignition using 3/e inch SP POORLY GRADED SANDS, OR GRAVELLY SANDS, � '� V CNS 2020 NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE- 4. Woad floor assemblies using dimension lumber or structural composite lumber equal to or greater than 2 inch by 10 inch. gypSUm board. LITTLE OR NO FINES GOOD LOW LOW - �N� GM SILTY GRAVELS, GRAVEL SAND SILT MIXTURES MEDIUM LOW (n N Z_ R316.5.11 Sill plates and headers. Foam plastic shall be permitted to be spray applied to sill plates and headers ar installed in the perimeter joist space without the fn .� � RESIDENTIAL PROVISIONS thermal barrier specified in Section R316.4 subject to all of the following: SM SILTY SAND, SAND SILT MIXTURES GOOD MEDIUM LOW Z () � 5 d Ln Section R303 L &fn:a M Light, Ventilation and Heating 1. The thickness of the foam plastic shall be not more than 3y inch. GC CLAYEY GRAVELS, GRAVEL SAND CLAY MIXTURES MEDIUM MEDIUM LOW 0 Q W m ra R303.1 Habitable rooms. Habitable rooms shall have an a re ate lazin area of not less than 8 ercent of the floor area of such rooms. 2. The density of the foam plastic shall be in the range of 0.5 and 2.0 pounds per cubic foot. sc CLAYEY SANDS, SAND CLAY MIXTURES MEDIUM MEDIUM LOW o y 4 SECTION R101 99 9 g 9 P ❑ = ti 00 GENERAL Exceptions: 3. The foam plastic shall have a flame spread index of 25 or less and an accompanying smoke developed index of 450 or less when tested in accordance ML INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR, M with ASTM E 84 or UL 723. SILTY OR CLAYEY FIND SANDS OR CLAYEY SILTS WITH MEDIUM HIGH LOW U 1. The glazed areas need not be operable where the opening is not required by Section R310 and a whole-house mechanical ventilation system is GROUP 2 SLIGHT PLASTICITY W R101.2 The provisions of the 2020 Residential Code of NYS for One and Two Family Dwellings shall apply to the construction, alteration, movement, enlargement, installed in accordance with Section M1507. Section R317 Protection of Wood and Wood-Based Products A ainst Deca cL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, re lacement re air a ui ment, use and occu anc , location, removal and demolition of detached one and two family dwellings and townhouses not more 2. The glazed areas need not be installed in rooms where Exception 1 is satisfied and artificial light is provided that is capable of producing an 9 Y GRAVELLY CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN MEDIUM MEDIUM MEDIUM a P P q P P Y R317 All sills and lutes on exterior foundation wall to be ressure reservativel treated in accordance with AWPA Ut. cLAYs 7o Low than three stories above grade plane in height with a separate means of egress and their accessory structures not more than three stories above grade overage 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 plane in height. R303.8 Exterior stairway illumination. Exterior stairways shall be provided with an artificial light source located at the top landing of the stairway. Exterior Foundation wood girders: wood girders seated in exterior foundation walls to have min. 1/2 inch air space all sides or ends wrapped with aluminum stairways providing access to a basement from the outdoor grade level shall be provided with an artificial light source located at the bottom landing flashing. of the stairway. R317.1 Location required. Protection of wood and wood-based products from decay shall be provided in the following locations by the use of naturally durable wood R404.1.6 Height above finished grade. Concrete and masonry foundation walls shall extend above the finished grade adjacent to the foundation at all points or wood that is preservative-treated in accordance with AWPA U1 for the species, product, preservative and end use. a minimum of 4 inches where masonry veneer is used and a minimum of 6 inches elsewhere, R202 Definitions: Section R305 R317.1.1, Field treatment. Feld-cut ends, notches, and drilled holes of preservative-treated wood shall be treated in the field in accordance with AWPA M4. R404.1.7 Backfill placement. Backfill shall not be placed against the wall until the wall has sufficient strength and has been anchored to the floor above, or Continuous Insulation: Insulating material that is continuous across all structural members without thermal bridges other that fasteners and service openings. R317.3 Fasteners and connectors in contact with reservative treated and fire retardant treated wood. Fasteners, includin nuts and washers, and connectors in has been sufficiently braced to prevent damage by the back fill where the unbalanced height of fill exceeds 4 feet. It is installed on the interior or exterior or is integral to any opaque surface of the building envelope. Ceiling Height P 9 Z R305.1 Minimum hei ht. Minimum ceilin hei hts of 7'-0" in habitable rooms. Minimum ceilin hei hts of 6'-8" in bathrooms, toilet rooms & laundry rooms. contact with preservative treated wood and fire retardant treated wood shall be in accordance with this section. The coating weights for zinc coated Section R405 Foundation Drainage Mezzanine: An intermediate It;vel or levels between the floor and ceiling of any story. 9 9 9 9 g fasteners shall be in accordance with ASTM A 153. Stainless steel driven fasteners shall be in accordance with the material requirements of ASTM F 1667. R405.1 Concrete or masonry foundations. Drains shall be provided around concrete or masonry foundations that retain earth and enclose habitable or 0 Windborne Debris Region: Areas within hurricane-prone regions located within 1 mile of the coastal mean high water line where the ultimate design wind Exceptions: usable s aces located below rade. Drains a tiles ravel or crushed stone drains, rforated i e or other a roved teas or materials shall be ~ P ( ) P 9 q PP 9 9 P 9 9 . 9 Pe P P PP s eed Vult is 130 m h or renter. in A shower or tub a ui ed with a showerhead shall have a ceilin hei ht of not less than 6 feet 8 inches above an area of not less than 30 installed at or below the to U inches b 30 inches at the showerhead. R 319.1 Address identification. Buildings shall be provided with approved address identification. The address identification shall be legible and placed in a position p of footing or below the bottom of the slab and shall discharge by gravity or mechanical means into an approved � Y that is visible from the street or road fronting the property. Address identification characters shall contrast with their background. Address numbers shall drainage system. W her bs ructions in basements containin habitable s ace shall be ermined to ro ect to within 6 feet 4 inches of the R301.1.1 Alternative rovisions. As an alternative to the re uirements in Section R301.1, the followin standards are ermitted subject to the limitations of this code 3. Beams, irders, ducts or of o t be Arabic numbers or alphabetical letters. Numbers shall not be spelled out. Each character shall be not less than 4 inches in height with a stroke with Exception: A drainage system is not re uired where the foundation is installed on well drained round or sand ravel mixture with soils accordin � p q 9 P 1 9 9 P P P J and the limitations therein. Where engineered design is used in conjunction with these standards, the design shall comply with the Building Code. finished floor. of not less than 0.5 inch. Where required by the fire code official, address identification shall be provided in additional approved locations to facilitate to the unified Scil Classification System,gGroup I Soils, as detailed in Table R405.1. g 9 g � 1. AWC Wood Frame Construction Manual (WFCM). (2015 EDITION) R308.4 Hazardous locations. The locations specified in Sections R308.4.1 through R308.4.7 shall be considered to be specific hazardous locations for the emer enc res onse, Where access is b means of a rivate road and the buildin address cannot be viewed from the ublic w a monument ole or ZO purposes of glazing. 9 Y P Y P 9 P , P other sign or means shall be used to identify the structure. Address identification shall be maintained. Section R406 Foundation Waterproofing and Dampproofing U Ot 1.3 En ineered desi n. Where a buildin otherwise conventional construction contains structural elements exceeding the limits of Section R301 or otherwise not R308.4.2 Glazing Adjacent to doors. Glazing in an individual fixed or operable panel adjacent to a door shall be considered to be a hazardous location where R3 R406.1 Concrete and masonry foundation dampproofing. Except where required to be waterproofed, foundation walls that retain earth and enclose interior W 9 9 9 the bottom ex sed ed a of the lazin is less than 60 inches above the floor. conforming to this code, these elements shall be designed in accordance with accepted engineering practice. The extent of such design need only Po 9 9 9 Section R321 Elevators and Platform Lifts spaces and fl�,;.�� below grade shall be dampproofed from the higher of (a) the top of the footing or (b) 6 inches below the top of the basement O demonstrate com liance of nonconventional elements with other applicable provisions and shall be compatible with the performance of the conventional framed 1. Where the glazing is within 24 inches of either side of the door in the plane of the door in a closed position. R 321.1 Elevators. Where rovided, assen er elevators, limited use and limited a lication elevators or rivate residence elevators shall com I with ASME A17.1 CSA floor to the finished rode usin a bituminous coatin . u J P P P 9 PP P P Y / 9 9 9 � system. Engineered design lin 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. M sco a of this code. an in-swinging door. R406.3.3 Porous Fill. The space between the excavation and the foundation wall shall be backfilled with porous fill up to a height of one-half of the backfilll Z ` ' J P Re 321.2 Platform Lifts. Where provided, platform lifts shall comply with ASME A18.1. R308.4.6 Glazing adjacent to stairs and ramps. Glazing where the bottom exposed edge of the glazing is less than 36 inches above the plane of the adjacent heioght and covered with strips of 30 pound asphalt paper or 6 MIL polyethylene to permit water seepage while avoiding infiltration of fine soils. R301.2.1 Wind design criteria. Buildings and portions thereof shall be constructed in accordance with the wind provisions of this code using the ultimate design wind walking surface of stairways, landings between flights of stairs and ramps shall be considered to be a hazardous location. � a) Section R322 Flood Resistant Construction The remainder of excavated area shall be backfilled with the same type of soil as was removed during excavation. ❑ J speed in Table R301.2(2) as determined from Figure R301.2(5)B. Exceptions: R 322.1 General. Buildings and structures constructed in whole or in part in flood hazard areas, including A or V Zones and Coastal A Zones, as established in Table rr+fi� ,1 1� 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 R301.2.1.2 Protection of openings: Window glazing in windborne debris regions shall be protected to meet the requirements of the large missile test of ASTM E1996 & 2. Glazing 36 inches or more measured horizontally from the walking surface. constructed in accordance with the provisions contained in this section. Buildings and structures that are located in more than one flood hazard area shall material. If this retarder material is used, provide 1 s.f. of venting per 1500 s.f. floor area. Install vents within 3 feet of each comer of ASTM E1886 per section 301.2.1.2.1. Garage door glazing shall meet impact-resisting standards or ANSI/DASMA 115. comply with the provisions associated with the most restrictive flood hazard area. Buildings and structures located in whole or in part in identified foundation. Exception: Wood structural panels with a thickness of not less than 7/16" and span not more than 8'-0" shall be permitted far opening protection. Panels Section R310 Emergency Escape and Rescue Openings floodways shall be designed and constructed in accordance with ASCE 24. R408.4 Crawl space access panel to be min. 18" by 24'. Openings through perimeter wall shall be not less than 16' by 24". shall be precut and attached to the framing surrounding the opening. Panels shall be predrilled and secured with the attachment hardware provided. UNFINISHED BASEMENTS IN A SINGLE FAMILY HOME & IN EACH TOWNHOUSE UNIT BASEMENT, ARE REQUIRED TO HAVE AT LEST ONE EMERGENCY ESCAPE R 322.1.5 Lowest floor. The lowest floor shall be the lowest floor of the lowest enclosed area, including basement, and excluding any unfinished flood-resistant Z AND RESCUE OPENING PER SECTION R310. (Egress window & window well) enclosure that is useable solely for vehicle parking, building access or limited storage provided that such enclosure is not built so as to render the building R502.2.2 Blocking and subflooring. Blocking for fastening panel edges or fixtures shall be a minimum of utility grade lumber. Subflooring shall be wood �� 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. Fireblocking shall be of any grade lumber. Z TABLE R301.2(1) 10. 1 Minimum o enin area. Emer en and esca a rescue o nin s shall have a net clear o enin of not less than 5.7 s uare feet. The net clear R 322.1.5 Protection of mechanical, plumbing and electrical systems. Electrical systems, equipment and components; heating, ventilating, air conditioning; plumbing CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA R3 2. p g g cY p pe g P 9 q R502.4 Joists under bearing partitions: Provide 2x full depth blocking iD 48" o.c. max. where beam is not located vender wall to allow for piping or vents. hei ht o enin shall be not less than 24 inches and the net clear width shall be not less than 20 inches. appliances and plumbing fixtures; duct systems; and other service equipment shall be located at or above the elevation required in Section R322.2 or •% 9 P 9 R322.3. R502.6 The ends of each joist, beam or girder shall have not less than 1 1/2 inches of bearing on wood or metal and not less than 3 inches of bearing GROUND Wind Design SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER Air Mean R310.2.2 Window sill height. Where a window is provided as the emergency escape and rescue opening, it shall have a sill height of not mare than 44 inches F_ DESIGN UNDERLAYMENT FLOOD Freezin Annual Exce tion: Locatin electrical tems, a ui ment and com onents; heatin , ventilatin , air conditionin ; lumbin a liances and lumbin fixtures• duct on masonry or concrete or alternatively, the ends of joist shall be supported on a 1'x4" ribbon strip and shall be nailed to adjacent stud. 1� SNOW SPEED To o ra hical S ectal 1Nind DESIGN FROST LINE 9 above the floor, where the sill height is below grade, it shall be provided with o window well in accordance with Section R310.2.3. P 9 � q P P 9 9 9 P 9 PP P 9 � W P 9 P P TERMITE DECAY HAZARDS Index Tem tems; and other service a ui ment is ermitted below the elevation re uired in Section R322.2 or R322.3 rovided that the are desi ned and installed to R502.7 Lateral restraint of supports. Joists shall be supported lateral) at ends b full de th solid blockin orb attachment to band or rim joist. (n LOAD ra h Effects Wind bourne CATEGORY WEATHERING DEPTH TEMP REQUIRED Y Y P 9 Y 1 ( P ) P R310.2.3 Window wells. The horizontal area of the window well shall be not less than 9 square feet with o horizontal projection and width of not less than 36 � q P P q P Y 9 prevent water from entering or accumulating within the components and to resist hydrostatic and hydrodynamic loads and stresses, including the effects of R502.8.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural glue-laminated members, 0 Region Debris inches. The area of the window well shall allow the emergency escape and rescue opening to be fully opened. buoyancy, during the occurrence of flooding to the design flood elevation in accordance with ASCE24. Electrical wirin ems are ermitted to be located cross-laminated timber members or I-joists are rohibited exce t where ermitted b the manufacturers recommendations or as shown on these r � 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 9 a P 1 P P P Y m � V the window in the full o en sition. Ladders or rungs shall have an inside width of not less than 12 inches, shall project not less than 3 inches below the required elevation provided that they conform to the provisions of the electrical part of this code for wet locations. drawings. MODERATE SLIGHT TO 10 y P Po R 322.1.1 Protection of water su and sanita sewn e s tems. New and re lacement water su I s stems shall be desi ned to minimize or eliminate infiltration R502.11.1 Wood Truss Desi n Wood trusses shall be desi ned in accordance with a roved en ineerin ractice & be re ared b a re istered truss desi n n 20 140 NO (e) SEWERE 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. PP� ry 9 P PPY Y 9 w C) of flood waters into the system in accordance with the plumbing provisions of this code. 9 9 PP g 9 P P P y 9 9 ❑ �s../ professional where required by the statues of the jurisdiction in which the project is to be constructed. 1� R310.2.3.2 Drainage. Window wells shall be designed for proper drainage by connecting to the building's foundation drainage system required by Section R405.1 R 322.1.3 Flood-resistant materials. Building materials and installation methods used for flooring and interior and exterior walls and wall coverings below the elevation J or by an approved alternative method. required in Section R322.2 or R322.3 shall be flood damage-resistant materials that conform to the provisions of FEMA TB-2. r R301.2.1.4 Exposure category. Exception: A drainage system for window wells is not required where the foundation is on well-drained soil or sand-gravel mixture soils in accordance R 322.2.1 Enclosed area below design flood elevation. Enclosed areas, including crawl spaces, that are below the Section R506 Concrete Floors (On Ground) ^ 1. Exposure B. Urban and suburban areas, wooded areas or other terrain with numerous closely spaced obstructions having the size of single family dwellings with the United Soil Classification System, Group I soils, as detailed in Table R405.1. R506.1 Concrete slab on grades to be min 3-1/2 inches thick. or larger. Exposure B shall be assumed unless the site meets the definition of another exposure. R311.6 Hallways: min. 36" clear width. design flood elevation shall: R506.2.2 Base. A 4 inch thick base course consisting of clean graded sand, grovel, crushed stone, crushed concrete or crushed blast-furnace slag passing `/ 2. Fx osure C. 0 en terrain with scattered obstructions havin a hei ht less than 30 feet extending more than 1500 feet. Exposure D extends downwind R311.7 Stairways 1. Be used solely for parking of vehicles, building access or storage. a 2-inch sieve shall be placed on the prepared subgrade where the slab is below grade. � P P 9 9 2. Be provided with flood openings that meet the following criteria and are installed in accordance with Section R322.2.2.1: Exce tion: A base course is not re uired where the concrete slab is installed on well-drained or sand- ravel mixture soils classified as Grou 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 P q 9 P L_ 2.1 The total net area of non-egineered openings shall be not less than 1 square inch for each square foot of enclosed area where the enclosed area accordin to the United Soil Classification S stem in accordance with Table R405.1. 3. Exposure D. Flat, unobstructed areas exposed to wind flowing over open water for a distance of not less 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 X inches where a 9 Y P is measured on the exterior of the enclosure walls. R506.2.3 Vapor retarder. A 6-mil (0.006 inch) polyethylene or approved vapor retarder with joints lapped not less than 6 inches shall be placed between � feet from the unobstructed area. handrail is installed on one side of 27 inches where handrails are rovided on both sides. R 322.2.1.1 Installation of openings. The walls of enclosed areas shall have openings installed such that: the concrete floor slab and the base course or the re ared sub rade where no base course exists. The va r retarder is not re uired for Gara es, R311.7.2 Headroom. The headroom in stairways shall be not less than 6 feet 8 inches. P P 9 Po q 9 H R301.3 Story Height. The wind provisions of this code shall apply to buildings with story heights not exceeding 11 feet 7 inches and the laterally unsupported R311.7.3 Vertical rise. A flight of stairs shall not have a vertical rise larder than 151 inches (12.58') between floor levels or landings. fl There shall be not less than two openings on different sides of each enclosed area; if a building has more than one enclosed area below the design utility buildings and other unheated accessory structures. `,/ bearing wall stud height permitted by Table R602.3(5). Individual walls or wall studs shall be permitted to exceed these limits as permitted by Chapter 6 flood elevation, each area shall have openings. Z R311.7.5.1 Risers. The riser height shall be not more than 8 1/4 per supplement. 2. The bottom of each opening shall be not more than 1 foot above the higher of the final interior grade or floor and the finished exterior grade W 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. Section R602 Wood Wall Framing � R602.3 Design and construction. Components of exterior walls shall be fastened in accordance with Tables R602.3(1) through R602.3(4). Wall sheathin 0 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 more than 1 inches shall be rovided on stairwa with solid risers. enin s shall be rmitted to be installed in doors and windows• doors and windows without installed o enin s da not meet the re uirements of this 9 U resist wind loads shall be in accordance with the Buildng Code. R311.7.5.3 Nosircil A nosing projection not less than 3/4 inch and not p ys s Op g pe p g q R311.7.8 Handrails shall be provided on not less than one side of each flight of stairs with four or more risers. section. shall be fasteded directly to framing members and shall confirm to the requirements of Table R602.3(3). O R302.2 Townhouses. Common walls se aratin townhouses shall be asst ned a fire-resistance ratin in accordance with Section R302.2, Item 1 or 2. The common R311.7.8.4 Continuity. Handrails for stairways shall be continuous for the full length of the flight with winders, at landings, or over lowest tread. R 322.3 Coastal high-hazard areas (including V Zones and Coastal A Zones, where designated) Elevation requirements. 0 P 9 9 9 1. Buildin s and structures erected within coastal hi h 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 witthout plumbing or mechanical equipment, ducts or vents in the cavity of the common wall. The wall Exceptions: 9 9 - shall be rated for fire exposure from both sides and shall extend to and be tight against exterior walls and the underside of the roof sheathing. Electrical 1. Handrails shall be permitted to be interrupted by a newel post at the turn. structural members supporting the lowest floor, with exception of piling, pile caps, columns, grade beams and bracing, is elevated to or above the base floor elevation lus 1 foot or the desi n flood elevation, whichever is hi her. TABLE R602.3(1) FASTENING SCHEDULE installations shall be in accordance with Chapters 34 through 43. Penetrations of the membrane of common walls for electrical outlet boxes shall be in R311.7.10.1 Spiral Stairways. Spiral stairways are permitted provided that the clear with at and below the handrail is not less than 26 inches and the walkline P 9 g - accordance with Section R302.4. 2. Basement floors that are below grade on all sides are prohibited.R 322.3.3Foundations. Buildings and structures erected in coastal high hazard areas radius is not greater than 2q inches. Each tread shall have a depth of not less than Q inches at the walkline. All treads shall be identical, and the j?ISCRIPTION 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 9� inches. Headroom shall not be less than 6 feet 6 inches. and Coastal A Zones shall be supported on pilings or columns. i _ assembly tested in accordance with ASTM E 119 or UL. 263. R 311.8 Ramps. 1. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE THREE 8D COMMON. TOE NAIL 2. Where a fire sprinkler system in accordance with Section P2904 is not provided, the common wall shall be not less than a 2-hour-resistance-rated wall v to a of not more than 1 unit vertical in 12 units Section R325 Mezzanines 2. CEILING JOISTS '0 TOP PLATE THREE SD COMMON. TOE NAIL assembly tested in accordance with ASTM E 119, UL 263, or section 703.3 of the Building Code. R 311.8.1 Maximum slope. Ramps serving the egress door required by Section R 311.2 shall ha a asp R 325.2 Mezzanines. The clear height above and below mezzanine floor construction shall be not less than 7 feet. Habitable attics shall comply with section R325.6 - horizontal (8.3 percent slope). All other ramps shall have a maximum slop of 1 unit vertical in 8 units horizontal (12.5 percent). Exception: 3. CEILING JOISTS tlOT ATTCHED TO RAFTER , LAPS THREE 16D COMMON FACE NAIL Where it is technical) infeasible to com because of site constraints, rams shall have a sloe of not more than 1 unit vertical in 8 units R 325.3 Area limitation. The aggregate area of a mezzanine or mezzanines shall be not greater than one-third of the floor area of the room or space in which ( ) r` TABLE R302.1(1) y pry P P 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 OVER PARTITIONS r � � r � I EXTERIOR WALLS _ horizontal (12.5 percent), located. 4. CEILING JOIST TO PARALLEL RAFTERS + LAPS TABLE R802.5.1(9) FACE NAIL ry N ry ri `.° MINIMUM MINIMUM FIRE R 312.1 Guardrails: Porches, balconies, and stair landings 30" above floor or grade to be installed with 36" high railings, balusters not to allow passage of a �i R 325.4 Means of egress. The means of egress for mezzanines shall comply with the applicable provisions of Section R311. o �- ni wN ri ri cm � .- EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE sphere 4 inches or more in diameter. 5. COLLAR TIE TO RAFTERS THREE 10D EACH FACE NAIL R 325.5 Openness. Mezzanines shall be open and unobstructed to the room in which they are located except for walls not more than 36 inches in height, columns FIRE-RESISTANCE RATED 1 HOUR 0 feet R 312.2.1 Window sills. In dwelling units, where the top of the sill of an operable window opening is located less than 24 inches above the finished floor and and posts. 6. RAFTEC OR ROOF TRUSS TO PLATE THREE 10D COMMON 2 ON SIDE + 1 ON OTHEIR TOE NAIL Wa1S NOT FIRE-RESISTANCE RATED o 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 of the following: RAFTERS PROJECTIONS FIRE-RESISTANCE RATED 1 HOUR ON THE UNDERSIDE >2 feet to <5 feet 1. Mezzanines or portions thereof are not required to be open to the room in which they are located, provided that the aggregate floor area of the TWO 16D COMMON. END NAIL 1. Operable windows with opening that will not allow a 4 inch diameter sphere to pass through the opening where the opening is in its largest opened enclosed s ace is not renter than 10 ercent of the mezzanine area. " TABLE R302.1 2 P 9 P 8. STUD TO STUD (NO AT BWP) 16D COMMON AT 24 O.C. FACE NAIL ( ) position. 2. In buildin s that are not more than two stories above rade lane and e w ed throw hout with an automatic s nnkler s tem in accordance with EXTERIOR WALLS- DWELLINGS WITH FIRE SPRINKLERS 2. 0 erable windows that are rovided with window fall revention devices that com I with ASTM F 2090. 9 9 P q PP g P � 9. STUD TO STUD AT BRACED WALL PANEL P P P PY Section R313, a mezzanine shall not be required to be open to the room in which the mezzanine is located. ( ) 16D COMMON AT 16"O.C. FACE NAIL Z co MINIMUM MINIMUM FIRE 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. 10. BUILT UP HEADER, TWO PIECES 16D COMMON AT 16"O.C. ALONG EACH EDGE FACE NAIL g z EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE R312.2.2 Window opening and control devices. Window opening control devices shall comply with ASTM F 2090. The window opening control device, after R401.4.1 In lieu of a complete geotechnical evaluation footings shall be placed on rock, sand gravel and/or gravel, sand, silty sand, clayey sand, silty gravel or 11. CONTINUOUS HEADER TO STUD FOUR 8D COMMON, TOE NAIL z 9 a FIRE-RESISTANCE RATED 1 HOUR 0 feet operation to release the control device allowing the window to fully open, shall not reduce the net clear opening area of the window unit to less than clayey gravel with a presumptive design load bearing value of 2,000 PSF. Do not place footings on soil that consists primarily of clay or silt or have T Z z z O Z Z 0 N WA-LS 12. TOP PLATES TO ,OP PLATE 16D COMMON 0 16"0 C FACE NAIL o 0 0 �= o o z , NOT FIRE-RESISTANCE RATED 0 HOURS 3 feet the area required by Section R310.2.1. - any inorganic material or fill. / � � � Q � � g ,� TABLE R102.2 Concrete: A 28 day minimum compressive strength (f'c) is required at the following locations: 13. DOUBLE TOP PLATES SPLICE 8-16D COMMON FACE NAIL 5 S W 5 a : co R302.2.3 Continuity. The fire-resistance-rated wall or assembly separating townhouses shall be continuous from the foundation to the underside of the roof sheathing, Section R313 Automatic Fire Sprinkler Systems 2. Basement walls exposed to weather. 3000 psi plus 5 to 7% air entrainment ON EACH SIDE OF END JOINT (24'MIN LAP SPICE: � � w Z I U deck or slab. The fire-resistance rating shall extend the full length of the wall or assembly, including wall extensions through and separating attached enclosed R313,1 Townhouse automatic fire sprinkler systems. Townhouses having a height of three stories above grade plane shall be equipment throughout with an 3. Porch slabs, steps, and garage slabs: 4000 psi plus 5 to 7% air entrainment LENGTH EACH SIDE OF END JOINT) assessor structures. automatic sprinkler system. R 403.1.4.1 Frost protection: Bottom of all footings to be at least 36" below grade. 14. BOTTOM PLATE TO JOIST OR BLOCKING (NOT AT BWP) 16D AT 16"O.C. FACE NAIL 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 403.15 Stepped Footings: Step footing 1 ft vertical maximum on 2 feet horizontal where slope of footing bottom exceeds 10% ( ) or NFPA 13D. 15. BOTTOM PLATE TO JOIST OR BLOCKING AT BWP 2-16D AT 16"O.C. FACE NAIL `� r al end not less than 30 inches a bove the roof surfaces. o_ 1. The pa apet sh I ext R 403.13.6 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 Exce tion: A aro et is not re uired in the recedin two cases where the roof coverin com lied with a minimum Class C ratin as tested in accordance with R313.2 One and two family dwellings automatic fire systems. One and two family dwellings having a height of three stories above grade shall be equipped p p p q p g g p g isolated plain concrete footings supporting columns or pedestals are permitted. N ASTM E 108 or UL 790 and the roof decking or sheathing is of noncombustible materials or approved fire-retardant-treated wood for a distance of 4 feet on throughout with an automatic sprinkler system. FOUR 8D COMMON. TOE NAIL i I rinkler teas shall be desi red and installed in accordance with Section P2904 or NFPA 13D. R 403.1.6 Foundation Anchorage: Wood sole plates at exterior walls on slabs and all wood foundation wall sill plates shall be anchored with}� inch diameter each side of the wall or walls or one layer of 5/8 inch Type X gypsum board is installed directly beneath the roof decking or sheathing, supported by not less R313.2.1 Design and installation. Automatic resident a fire sp sys g anchor bolts spaced as shown on the plans and details. Bolts shall extend a minimum of 7 inches into concrete and located in the middle third of 17. TOP PLATES, LAPS AT CORNERS + INTERSECTION 2-16D COMMON FACE NAIL than nominal 2 inch (51 mm) ledgers attached to the sides of the roof framing members, for a distance of not less than 4 feet on each side of the wall or the width of the plate. A nut and washer shall be tightened on each anchor bolt. There shall be a minimum of two bolts per plate section and 21. JOIST TO SILL, TOP PLATE, OR GIRDER THREE 8D COMMON. TOE NAIL () walls and any openings or penetrations in the roof are not within 4 feet of the common walls. Balconies and decks. Sprinkler protection shall be provided for exterior balconies, decks and ground floor patios of dwelling units where the located not more than 12" or less than 3.5" from the end of each plate section. Plates shall be protected against decay and termites. F- 3. A parapet is not required where roof surfaces adjacent to the wall or walls are at different elevations and the higher roof is more than 30 inches above the building is of Type V construction. Sidewall sprinklers that are used to protect such areas shall be permitted to be located such that their 22. RIM JOIST OR BLOCKING TO SILL OR TOP PLATE SD COMMON ® 6"0/C TOE NAIL Z w lower roof. The common wall construction from the lower roof to the underside of the higher roof deck shall have not less than a 1-hour fire-resistance deflectors are within 1 inch to 6 inches below the structural members and a maximum distance of 14 inches below the deck of the 27. BUILT UP GIRDERS AND BEAMS (2X LUMBER 20D COMMON AT 32"O.C. T&B STAGGERED FACE NAIL AT EACH LAYER L v 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 W c9 R302.2.6 Structural independence. Each individual townhouse shalll be structurally independent. TABLE R404.1.2(1) 31. WOOD STRUCTURAL PANELS: SUBFLOOR, 6D COMMON (WALL) 6" o/c at edges and O O m Exceptions: Section R314 Smoke Alarms Minimum Horizontal Reinforcement for Concrete Basement Walls ROOF, AND WALL SHEATHING TO FRAMING J 8D COMMON (ROOF) 12 o/c at interior W 1. Foundations supporting exterior walls or common wellls. R314.1 General. Smoke alarms shall comply with NFPA 72 and Section R314. MAXIMUM UNSUPPORTED 8D COMMON (SUBFLOOR) supports (see note f) ca 5. Townhouses separated by a common wall as provided in Section R302.2, Item 1 or 2 R314.1.1 Listings. Smoke alarms shall be listed in accordance with UL 217. Combination smoke and carbon monoxide alarms shall be listed in accordance HEIGHT OF BASEMENT LOCATION OF HORIZONTAL REINFORCEMENT W = Q R302.3 Two-family dwellings. Dwelling units in two-family dwellings shall be separated from each other by wall and floor assemblies having not less than a 1-hour with UL 2034. WALL (FEET) a. All nails are sn,>oth-common, box or deformed shanks except where otherwise stated. Nails used )tor framing and sheathing 0 U p fire-resistance rating where tested in accordance with ASTM E 119 or UL 263 or section 703.3 of the Building Code. Fre-resistance-rated floor/ceiling and R314.3 Location. Smoke alarms shall be installed in the following locations. 58 ONE NO. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY connections shall have minimum average bending yield strengths as follows: 80 ksi for shank diameter of 0.192" (20d common nail), Z wall assemblies shall extend to and be tight against the exterior wall, and wall assemblies shall extend from the foundation to the underside of the roof 1. In each sleeping room. AND ONE NO. 4 BAR NEAR MID- HEIGHT OF THE WALL STORY 90 ksi for shank diameters larger than 0.142' but not larger than 0.177", and 100 ksi for shank diameters of 0.142" or less. (� sheathing. 2. Outside each separate sleeping area in the immediate vicinity of the bedrooms. ONE NO. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY d. 4-foot-by-8 foot or 4 foot by 9 foot panels shall be applied vertically fn 4 Exceptions: 4. Smoke alarms shall be installed not less than 3 feet (914 mm) horizontally from the door or opening of a bathroom that contains a bathtub or >8 AND ONE NO. 4 BAR NEAR THIRD POINTS IN THE WALL STORY f. Intermediate supports shall be spaced 6 inches on center for a minimum of 48 inch distance from iridges, eaves and gable end W ii 1A fire-resistance rating of � hour shall be permitted in buildings equipped throughout with an automatic sprinkler system installed in accordance with NFPA shower. walls and 4 inches on center to gable end wall framing, 0 W 13• R314.3.1 Installation near cooking appliances. Smoke alarms shall not be installed in the following locations unless this would prevent placement of a smoke ❑ Z R302.3.1 Supporting construction. Where floor assemblies are required to be fire-resistance rated by Section R302.3, the supporting construction of such assemblies alarm in a location required by Section R314.3. TABLE R404.1.2(8) Minimum Vertical Reinforcement for 8, 10 and 12 inch Concrete Basement Walls [� shall have an equal or greater fire-resistance rating. 1. Ionization smoke alarms shall not be installed less than 20 feet (6096 mm) horizontally from a permanently installed cooking appliance. R302.5.1 Opening Protection. Honeycomb-core steel doors not less than 1 3/8 inches thick, or 20 minute fire-rated doors, equipped with a self-closing device. Doors MINIMUM VERTICAL REINFORCEMENT BAR ' 1 m_ 2. Ionization smoke alarms with an alarm-silencing switch shall not be installed less than 10 feet (3048 mm) horizontally from a permanently installed R602.3(5) 2x4 wall studs 6 inches on center with a maximum height of 10 feet shall support a maximum of one floor plus roof/ceiling assembly. 2x6 fro ar e i i able s ace: 45 min. fire rated with self - closin device or automatic - closin device. SIZE AND SPACING (INCHES) �- � m g ag nto habt p g 9 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 m horizontal) from a emtanent installed cookin a liance. MAXIMUM UNSUPPORTED MAXIMUM UNBALANCED DESIGN LATERAL SOIL PRESSURE OF Where designed by in accordance with accepted engineering practice or where the ultimate design wind speed is less than or equal to 130 mph, O m 3. Photoelectric smoke alarms shall not be installed less than 6 feet (1828 m ) y p ly g pp WALL HEIGHT BACKFILL HEIGHT 45 PSF PER Fool OF DEPTH Z No. 26 gage sheet steel or other approved material and shall not hove openings into the garage. 2X62 grade studs supporting a roof load with not more than 6 feet of tributary length shall have a maximum wall height of 18 feet when tit 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 Gilt or clay. � � J R302.6 Dwelling-garage fire separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. spaced at 16 inches on center and 20 feet where spaced at 12 inches on center. Section R314.3, the alarm devices shall be connected in such a manner that the actuation of one alarm will activate all of the alarms in the WALL THICKNESS (INCHES) Z I 0 Attachment of gypsum board shall comply with Table R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are individual dwelling unit. 8 to t2 R602.3.2 Top plate. Wood stud walls shall be capped with a double top plate installed to provide overlapping at comers and intersections with bearing (' p o ua perpendicular to the adjacent dwelling unit wall. 8 7 NR NR NR partitions. End joints in top plates shall be offset not less than 24 inches. Joints in plates need not occwr over studs. Plates shall be not less T. ........... TABLE R302.6 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. W G1. EBF Section R315 Carbon Monoxide Alarms g 8 5 ® 41 NR NR fG X sum board rillin and notchin of dimensional lumber to conform to sections 0 type gyp R602.6 D g g R602.6, R602.6.1, and figure R602.6(1). Notching & bored hole limitations for R08E 9 R315.1 General. Carbon monoxide alarms shall be provided in accordance with section 915 of the Fire Code of NYS. t o s s m 41 s o 22 NR �ti RT 'A R302.9 Flame Spread & Smoke Density Index. R309.2.1: Wall A ceiling finishes shall have a flame spread classification of not greater than 200. R30.9.2: Wall & Ceiling exterior walls and bearing walls, figure R602.6(2) Notching and bored hole limitations far interior non bearing walls & figure R602.6.1 top plate U / * O , V C, C� finishes shall have a smoke developed index of not greater than 450. Tested in accordance with ASTM E84 or UL 723. framing to accommodate piping. 16 gage and 1.5 inch wide metal tie fastened across and to the plate at each side of the notch with 8-10d nails H ( -"f ��- �_ S R302.11 Fire blocking shall be provided in wood-framed construction in the following locations: NR denotes no reinforcing required. each side. Folio+ manufacturers specifications for engineered products. (figure R602.6.1) Q . - r"', � ,4""" rg _ m: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 1Y" clear from inside face of walls. The center of bars shall not vary from this by more than 38 inch. 2 0 I _ c. Z n 1.1 Vertically at the ceiling and floor levels. _ p7 '•��'1, "� 1.2 Horizontally at intervals not exceeding 10 feet. "J 2. At interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. t_) d 10 3. In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall comply with Section R302.7. \ �. 4. At openings around vents, pipes, ducts, cables and wires at ceiling and floor level, with an approved material to resist the free passage of flame and ❑ NEW Y0� products of combustion. The material filing this annular space shall not be required to meet the ASTM E 136 requirements. 5. For the fire blocking of chimneys and fireplaces, see Section R1003.19. JOB NUMBER 6. Fire blocking of cornices of a two-family dwelling is required at the line of dwelling unit separation. R302.11.1 Fireblocking materials. Except as provided in Section R302.1, Item 4, fireblocking shall consist of the 2 0 Z 6 0 2 3 following materials. 1. Two-inch nominal lumber. I j j 2. Two thicknesses of nominal lumber with bropaken lap joists. y / P IT 2 7 UNIT 2 8 = SHEET NUMBER 3. One thickness of 23 32 inch wood structural nels with joints backed b 23 32 inch wood structural anels. U = 4. One thickness of 3/4 inch particleboard with joints backed by 3/4 inch particleboard. 1 5. One half inch gypsum board. (Z' 6. One quarter inch cement based mil r gla. (B 2 ALT 2 ) (M O D EL B 2 ) U) 7. Batts or blankets of mineral wool or glass fiber or other approved materials installed in such a manner as to be securely retained in place. W 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED TABLE R602.3(3) TRUSS IDENTIFICATION SIGN 0 Requirement:s for Wood Structural Panel Wall Sheathing Used to Resist Wind Pressures (a,b,c) N1101.11.1 (R303.2.1) Protection of exposed foundation insulation. Insulation applied to the exterior of basement walls, crawlspace walls and the perimeter of P2607.2 Pipes penetrating exterior walls. Where a pipe penetrates an exterior wall, waterproof seal shall be made on the exterior of the wall by one of the following PART 1265. RESIDENTIAL STRUCTURES WITH TRUSS Z ULTIMATE DESIGN slab-on-grade floors shall have rigid, opaque and weather-resistant protective covering to prevent the degradation of the insulations thermal performance. methods: TYPE CONSTRUCTION, PRE-ENGINEERED WOOD W MINIMUM NAIL PANEL NAIL WIND SPEED V ult The protective covering shall cover the exposed exterior insulation and extend not less than 6 inches (153 mm) below grade. 1. A waterproof sealant applied at the joint between the wall and the pipe. CONSTRUCTION AND/OR TIMBER CONSTRUCTION = q SPACING (mph) N1101.14 R401.3 Certificate Mandato A permanent certificate shall be completed b the builder or other approved a and posted on a wall in the where the 2. A flashing of an approved elastomeric material. . 0 2 MINIMUM MINIMUM MAXIMUM WALL ( ) (Mandatory). P P y PP party P REFLECTIVE RED s DIA. WOOD NOMINAL PANEL STUD SPACING furnace is located, a utility room or an approved location inside the building. P2801.6 Required pan. Where a storage tank-type water heater or a hot water storage tank is installed in a location where water leakage from the tank will cause O `�""JIll ts WIND EXPOSURE TABLE N 1102.1.2 (R402.1.2) damage, the tank shall be installed in a pan constructed of one of the following: PANTONE (PMS) #187 O V gu SIZE PENETRATION STRUCTURAL THICKNESS (INCHES) EDGES FIELD CATEGORY (INCHES) PANEL SPAN (INCHES) 1. Galvanized steel or aluminum of not less than 0.0236 inch (0.6010 mm) in thickness. Z RATING (INCHES O.C.) (INCHES O.C.) Insulation and fenestration Requirements by ComponentN ^^ ,, e C D 2. Plastic not less than 0.36 inch (0.9 mm) in thickness. W CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENT SLAB CRAWL 3. Other approved materials. V O .�.J = on V c= 8dt__ _ ZONE n U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE & SPACE PP 0mnoil > EM COMMON 1.75 24/16 7/16 16 6 12 170 140 135 U-FACTOR SHGC R-VALUE R-VALUE R-VALUE DEPTH WALL A plastic pan installed beneath a gas-fired water heater shall be constructed of material having a flame spread index of 25 or less and a smoke developed EFLECTIVE = ' 0 m r- R602.3.5 Braced wall panel uplift load path. Braced wall panels located at exterior walls that support roof rafters or trusses (including stories below top R-VALUE index of 450 or less when tested in accordance with ASTM E84 or UL723. story) shall have the wall sheathing and fasteners designed to resist combined uplift and shear forces in accordance with accepted engineering 4MAR NE T 0.32 0.55 0.40 49 20 OR 13+5h 8/13 19 10/13 10,2 ft 10/13 � N1il1E (Y = -e 9 Section T101 Scope Z 0 2 5 ei u.) ' y.�,Z � practice. T101.1 General. The provisions shall be a l�cable for new construction where solar-read provisions are required. 1/2" 1/4" O ` w N M 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 P PP Y P q 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 IDENI1FICAilON SIGN STROKE U = ,� 4 For rafters at 16"0/c in 1:50mph wind speed. Roof pitch > 5/12 Exposure B extend over the top of the wall plate to the outer edge of plate without compression. The reduction of insulation from the requirements of Section Section T102 General Definitions COMPLIANCE WITH 19 NYCRR 1264 ❑ M co n f the total insulated ceiling area whichever is less. Solar-Rea Zone. A section or sections of the roof or building overhang designated and reserved for the future installation of a solar U V Span (ft) 12 18 24 28 32 36 42 48 N1102.1.2 shall be limited to 500 sf (46 m2) or 20 percent o g Solar-Ready 9 9 9 SIGNS IDENTIFYING THE EXISTANCE OF TRUSS CONSTRUCTION SHALL CONSISTS OF A CIRCLE 6 IN Uplift Force J 117 14'9 182 203 226 247 281 314 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,N11H A STROKE WIDTH OF 1/2'.THE SIGN BACKGROUND SHALL BE REFLECTIVE WHITE IN � M Increase x1.09 for pitch < 5/12. Increase x 1.5 for 24"o/c spacing. Increase x 1.32 for 140 mph. weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. COLOR.THE CIRCLE AND CONTENTS SHALL BE REFLECTIVE RED IN COLOR,CONFORMING TO PMTONE Ill 2 MATCHING SYSTEM PMS 87. 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 #1P4 a R702.3.5.1 Screw fastening. Screws for attaching gypsum board and gypsum panel products to wood framing shall be Type W or Type Sin accordance with ASTM C 1002 R1102.1.2 based on the applicable climate zone specified in Chapter 3. T103.2 Construction document requirements for solar ready zone. Construction documents shall indicate the solar-ready zone. SECTION 1265.4. SIGN OR SYMBOL and shall penetrate the wood not less than 5/8 inch. N1102.2.8 (R402.2.8) Floors. Floor framing-cavity insulation shall be installed to maintain permanent contact with the underside of the subfloor decking. T103.3 Solar-ready zone area. The total solar-ready zone area shall be not less than 300 square feet (27.87 m2) exclusive of mandatory access or set back THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BY AFFIXED TO THE ELECTRICAL BOX ATTACHED R702.4 Ceramic Tile. N1102.2.9 (R402.2.9) Basement walls. Walls associated with conditioned basements shall be insulated from the top of the basement wall down to 10 feet (3048 mm) areas as required by the International Fire Code. New multiple single-family dwelling (townhouses) three stories or less in height above grade plane and with TO THE DaMIOR OF THE RESIDENTIAL STRUCTURE: PROVIDED,HOWEVER,THAT. IS AFFIXING THE SIGN OR R702.4.2 Backer boards. Materials used as backers for wall the in tub and shower areas and wall panels in shower area shall be of materials listed in Table R702.4.2, SYMBOL TO THE ELECTRICAL BOX WOULD OBSCURE ANY METER ON THE ELECTRIC BOX,OR IF THE UPUTY below grade or to the basement floor, whichever is less. Walls associated with unconditioned basements shall meet this requirement unless the floor overhead a total floor area less than or equal to 2,000 square feet (185.8 mi) 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 9 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 POINT IMMEDIATELY ADJACENT TO THE ELECTRICAL BOX.THE TABLE R702.4.2 doors on factory-built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. T103.4 Obstructions. Solar-ready zones shall be free from obstructions, including but not limited to vents, chimneys, and roof-mounted equipment. SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED PRIOR TO THE ISSUANCE OF A CERTIFICATE Z Backer Board Materials T103.7 Roof load documentation. The structural design loads for roof dead load and roof live load shall be clearly indicated on the construction documents. OF OCCUPANCY OR A CERTIFICATE OF COMPLIANCE O STANDARD TABLE N 1102.4.1.1 (R402.4.1.1) U MATERIAL T103.9 Electrical service reserved space. The electrical service panel shall have a reserved space to allow installation of a dual pole circuit breaker for future solar WOOD ROOF TRI SPECIFICATIONS: Air Barrier and Insulation Installation GLASS MAT GYPSUM BACKING PANEL ASTM C 1178 electric installation and shall be labeled 'for Future Solar Electric'. The reserved space shall be positioned at the opposite (loud) end from the input feeder ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE BUILDING CODE. :)FIBER REINFORCED GYPSUM PANELS ASTM C 1278 location or main circuit location. NONASBESTOS FIBER-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. NM- 5/8 INCH THICK ROOF SHEATHING IS TO BE USED, WHEN ROOF TRUSSES ARE SPECIFIED AS THE ROOF FRAMING MEMBERS., NONASBESTOS FIBER MAF 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 CEILING ATTIC THE AIR BARRIER IN ANY DROPPED CEILING/ SOFFIT SHALL BE ALIGNED WITH THE INSULATION AND ANY the front and back of dwelling units. 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: O TABLE R703.8.1 / D (EQUATION(EQUATION U GAPS IN THE AIR BARRIER SEALED. E 3901,9 Garage Outlets. Garage receptacle, outlets must be serviced by a separate branch circuit that does not supply other outlets. At least one receptacle outlet Allowable Spans for steel lintels supporting masonry veneer ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE WALL DOORS TO UNCONDITIONED ATTIC SPACES SHALL is required for each car space in a garage. D + L F (EQUATION 16-9) w BE SEALED. D + S (EQUATION 16-10) SIZE nc 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 O Ln a,c (inches) ABOVE ABOVE ABOVE WALLS THE JUNCTION OF THE FOUNDATION AND THE SILL PLATE SHALL BE SEALED. ( ) ILL t3x3x1/4 6'-0' 4'-6' 3'-0' THE JUNCTION OF THE TOP PLATE AND THE TOP OF THE EXTERIOR WALLS SHALL BE SEALED. D + 0.75 (0) + 0.75 S (EQUATION 16-13) KNEE WALLS SHALL BE SEALED. 0 M l8'-0' 5'-0' 4'-6" WINDOWS. SKYLIGHTS AND THE SPACE BETWEEN WINDOW/ DOOR JAMBS AND FRAMING, AND SKYLIGHTS AND FRAMING SHALL BE D = DEAD LOAD, L = LIVE LOAD, S = SNOW LOAD, W = LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30 OF Z L T' J DOORS SEALED. ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND SPEED (101 MPH BASIC DESIGN WIND SPEED) IN EXPOSURE CATEGORY B. 1:1 Qii V J L5x3.5x5/18 10'-0" 6'-0" 6'-0" DESIGN LOADS: TABLE R301.7 ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: 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 DRIFIING OR BUILD UP LOADS AS REQUIRED BY ASCE7-10 , TCDL = 15 PSF, w 1_60.50/44 14'-0' s'-6' �'-o" RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER FLOORS (INCLUDING ABOVE THE AIR BARRIER SHALL BE INSTALLED IN ANY EXPOSED EDGE OF INSULATION THE FOLLOWING LIVE LOADS: ALLOWABLE BCLL=IOPSF, AND BCDL = 10 PSF. PROVIDE ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. 1� a. Lon le of the angle shall be laced in a vertical position. GARAGE AND CANTILEVERED r _ Long g g p p FLOORS) ROOF: STRUCTURAL MEMBER DEFLECTION IL-1' c. Minimum bearing to be 6". SHAFTS, PENETRATIONS DUCTS SHAFTS, UTILITY PENTRATIONS, AND FLUE SHAFT OPENING TO EXTERIOR OR UNCONDITIONED GROUND SNOW LOAD 2OPSF FROM FIGURE R301.2(6) TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75`. Adhered masonry veneer installation. Adhered masonry veneer shall comply with the requirements of Section R703.7.3. SPACE SHALL BE SEALED. MINIMUM DISTRIBUTED LIVE LOAD PER TABLE R301.5 Rafters having slopes greater than L/180 R703.12 GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE AND CONDITIONED SPACES. (FOR SOLAR READY ROOF DESIGN LOAD ADD: 24 POUNDS TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL INCLUDE THE �7� >_4 R703.12.1 Clearances. On exterior stud walls, adhered masonry veneer shall be installed: PER LINER FOOT DEAD LOAD FOR ROOF FRAMING) 3:12 With n0 finished Ceiling attached FOLLOWING INFORMATION: 1- � 1. Minimum of 4 inches (102 mm) above the earth RECESSED LIGHTING RECESSED LIGHT FIXTURES INSTALLED AT IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO t0 rafters 1. DEPTH, SLOPE (IF ANY), SPAN, AND SPACING. O R703.12.2 Flashing at foundation. A corrosion-resistant screed or flashing of a minimum 0.019 inch (0.48 mm) or 26 gage galvanized or plastic with a minimum THE DRYWALL, AIRTIGHT AND IC RATED. FLOORS: 40 PSF 2. LOCATION OF ALL JOINTS. vertical attachment flange of 3 ' 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. E% EXTERIOR WALL FROM THE SHOWERS AND TUBS. UNINHABITABLE ATTIC W/O STORAGE: 10 PSF 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. r T stud walls in accordance with Section R703.4. Floors and ceilings w/ brittle finish L/360 4.2. TOP CHORD DEAD LOAD. F- a w R703.8.2.2. Support by roof construction. A steel angle shall be laced direct) 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 PPo 9 P Y PP 9 W 4.3. BOTTOM CHORD 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 DEA LOAD. (n 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 4.4. BOTTOM CHORD DEAD LOAD. � ails at eve wood stud spacing. 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 Exterior walls with plaster Or stucco finish L/180 4.5. CONCENTRATED LOADS AND 111ELR POINTS OF APPLICATION. � anchored by the use of two 10d n every9 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 4.6. CONTROLLING WIND LOADS. m Iv) V shall be 12 feet 8 inches, with max 7:12 roof pitch. See figures R03.8.2.1 & R703.8.2.2. unconditioned spaces. All recessed luminaires shall be IC-rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 L/s) when tested EXPOSURE CATEGORY: B FROM R301.2.1.4 Exterior walls with brittle finishes L/180 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. R703.8.4 Anchorage: Mason veneer shall be anchored to the the supporting wall studs with corrosion resistant metal ties embedded in mortar or grout and extending hall be sealed with a gasket or caulk between the SEISMIC DESIGN CATEGORY: f FROM FIGURE 301.2.2 (exempt 6. EACH REACTION FORCE AND DIRECTION. ❑ w 9 Masonry _ in accordance with ASTM E 283 ata 1.57 psf (75Pa) pressure differential. All recessed luminaires s 9 from seismic provisions of code per Exterior WaIIS with flexible finishes L/180 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY Q into the veneer a minimum 1-1/2 inches, with not less than 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. !� 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. fastener = Sd common nail. Airspace= Nominal 1" between sheathing & veneer. FAch 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. J C402.4 (R402.4.6)Tenant Separation Walls (Mandatory). Fire Separations between dwelling units in two-family dwellings and multiple single-family dwellings Lintels supporting masonry veneer L/600 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. r PRESUMPTIVE LOAD-BEARING VALUE OF SOIL: 2,000PSF Per TABLE 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. R703.8.5 Flashing shall be located beneath the first course of masonry above finished ground level above the foundation wall or slab and at other points of support., R401 A.1 Includes soil classes: GW, GP, SW, SP, SM, SC, 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. r ) including structural floors, shelf angles and Rntels where masonry veneers are designed in accordance with section R703.8. GM, and GC. 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. v R703.8.6 Weepholes shall be provided in the outside wythe of masonry walls at a maximum spacing of 33 inches on center. Weepholes shall not be less than 3/16 Section N1103 (R403) 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. On inch in diameter. Weepholes shall be located immediately above the flashing. Systems NOTE: Soils with clay or clay and silt will require a redesign =) N 1103.1 (R403.1) Controls (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. of building footings. WOOD FLOOR TRUSS SPECIFICATIONS: F_ 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 Q feet (3048 mm) to a building on another lot. N 1103.1.1 (R403.1.1) Programmable thermostat. The thermostat controlling the primary heating or cooling system of the dwelling unit shall be capable of controlling WOOD FLOOR TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE BUILDING CODE. �__ 9 �:) the heating and cooling system on a daily schedule to maintain different temperature set points at different times of the day. This thermostat shall include A B B R EV I AT I 0 N S 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: U) (' ) Exception: Walls perpendicular to the line used to determine the fire separation distance. the capability to set back or temporarily operate the system to maintain zone temperatures down to 55'F (13'C) or up to 85'F(29'C). The thermostat shall D (EQUATION 16-8) Z U R801.3 Roof drainage in areas where expansive soils or collapsible soils are known to exist: All dwellings shall have a controlled method of water disposal from roofs 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 A.B. ANCHOR BOLT D.S. DOWNSPOUT I.T. WT. LIGHTWEIGHT RNG RANGE D + L (EQUATION 16-9) W that will collect and discharge roof drainage to the ground surface not less than 5 feet from foundation walls or to an approved drainage system. A.F.'. ABOVE FINISH FLOOR 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). DAL DETAIL LT. LIGHT R.O. ROUGH OPENING j ADJ. ADJACENT ADJUSTABLE D = DEAD LOAD, L = LIVE LOAD, R802.4.2 Framingdetails. Rafters shall be framed not more than 1 3� 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 �' EACH Lam• LOUVER R RISER E.J. EXPANSION JOINT LT. LAUNDRY TUB RND ROUND V with a collar tie. 802.3 Ridge board shall be not less than 1 inch (25 mm) nominal thickness and not less in depth than the cut end of the rafter. At have an outdoor setback control that lowers the boiler water temperature based on the outdoor temperature. ALUM. ALUMINUM FLOOR TRUSSES SHALL = DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: O 9 ANCH. ANCHOR ELEC. ELECTRICAL TCLL = 40 PSF, TCDL = 10 PSF, AND BCDL = 5 PSF p valleys and hips there shall be a valley or hip rafter mot 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. MAS. MASONRY S.C. SAWCUT 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 E� ELEVATION MAT. MATERIAL SCHEM. SCHEMATIC point. Where the roof pitch is less than three units vertical in 12 units horizontal (25 percent slope), structural members that support rafters and ceiling greater and R-6 where less than 3 inches (76.2 mm) in diameter. Supply and return ducts in other portions of the building shall be insulated to a ARCH. ARCHITECTURAL EQ. EQUAL MAX. MAXIMUM SHLF SHELF TRUSSES SHALL HAVE A MAXIMUM WE LOAD DEFLECTION OF L/480 AND A TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75'. joists, such as ridge beam;., 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 EQUIP EQUIPMENT MDO MEDIUM DENSITY OVERLAY SHT. SHEETEXP. EXPANSION SIMILAR TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL INCLUDE 1HE 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. MECH. MECHANICAL SIM. FOLLOWING INFORMATION: accepted engineering practio;es. BD. BOARD EXT. EXTERIOR MIN. MINIMUM S.S. STAINLESS STEEL R802.7.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural glue-laminated members, cross-laminated N1103.3.2 (R403.3.2) Sealing (Mandatory). Ducts, air handlers and filter boxes shall be sealed. Joints and seams shall comply with section M1601.4.1. BLDG. BUILDING EE. EACH END 1. TIEPIN, SPAN, AND SPACING. Exceptions: BM BEAM M.O. MASONRY OPENING STL. STEEL 2. LOCATION OF ALL JOINTS. timber members or I-joists are prohibited except where permitted by the manufacturers recommendations or where the effects of such alterations are MIL• METAL STRUCT. STRUCTURAL 3. REQUIRED BEARING WIDTHS. 1. Air-impermeable spray foam products shall be permitted to be applied without additional joint seals. BTM BOTTOM F/C FLOOR COVERING CHANGE SUSP. SUSPENSION 4.1. TOP CHORD LNE LOAD OR SNOW LOAD. specifically considered. 4.2. TOP CHORD DEAD LOAD. R802.8.1 Bridging. Rafters and ceilino joists havin a depth to thickness ratio exceeding 6 to 1 based on nominal dimensions shall be supported lateral) b solid 2. For ducts having static pressure classification of less than 2 inches of water column (500 Pa), additional closure systems shall not be required for BLKG. BLOCKING F.D. FLOOR DRAIN N.I.C. NOT IN CONTRACT SGD SLIDING GLASS DOOR .1 1 9 P 9 PPo y Y continuous) welded joints and seams, and locking-type oints and seams of other than the snap-lock lock and button-lock es. BRG BEARING SQ. SQUARE 4.3. BOTTOM CHORD LIVE LOAD. blocking, diagonal bridging I(wood or metal) or a continuous 1 inch by 3 inch wood strip nailed across the rafter or ceiling joists at intervals not exceeding Y 1J P- types. FDN. FOUNDATION (NTS) NOT TO SCALE 4.4. BOTTOM CHORD DEAD LOAD. .. I- r- r N1103.3.3 R403.3.3 Duct testing Mandato Ducts shall be pressure tested to determine air leakage. BRK BRICK FUR. FLOOR 8 feet. ( ) 9 ( ry) P 9 TB TOWEL BAR 4.5. CONCENTRATED LOADS ANC THEIR POINTS OF APPLICATION. BSMF BASEMENT FP FIREPLACE ¢ N N N C. t; � C4 � R802.9 Trimmer joist: single header and trimmer for openings up to 4'-0" and doubled over 4'-0' unless otherwise noted on plan. Connect with tecos for header N1103.4 (R403.4) Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105'F (41'C) or below 55'F (13'C) shall CL CENTER LINE O.C. ON CENTER T & G TONGUE AND GROVE 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. D N a ri ri <ri joist spans of 6'-0" and greater. be insulated to a minimum of R-3.N1103.7 R403.7 Equipment sizin and efficiency rating Mandato Heatingand cooling equipment shall be sized in F.R. FIRE RATED TGS TOP OF GRADE SLAB 6. EACH REACTION FORCE AND DIRECTION. ( ) 9 9 ( ry)' 9C.M.U. CONCRETE MASONRY UNIT OPER. OPERATOR TFW TOP OF FOUNDATION WALL 7. JOINT CONNECTOR TYPE AND DESCRIPTION E.G., SIZE, THICKNESS OR GAGE AN FRM FRAME R806.3 Vent and insulation clearance. Where eave or cornice vents are installed, blocking, bridging, and insulation shall not block the free flow of air. Not less accordance with ACCA Manual S based on building loads calculated in accordance with ACCA Manual J or other calculated in accordance with ACCA Manual J C.J. CONTROL JOINT OPNG. OPENING ) D THE DIMENSIONED LOCATION OF EACH JOINT (CONNECTOR EXCEPT WHERE SYM6IETRICALLY 9or other a roved heatin and cooling calculation methodologies. FT. FOOT / FEET TYP TYPICAL LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. than a 1 inch space shall be provided between the insulation and the roof sheathing and at the location of the vent. PP 9 9 g COL COLUMN FTG OPT. OPTIONAL 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. N1103.6 R403.6 Mechanical ventilation Mandato The building shall be provided with ventilation that meets the requirements of the 2015 International Mechanical FOOTING T TREAD ( ) (Mandatory) 9 P q CONC. CONCRETE O.S.B. ORIENTED STRAND BOARD TR TOWEL ROD 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. Section R807 Attic Access Code (as amended), the 2015 International Residential Cade (as amended), or the New York City Construction Codes, as applicable, or with other approved COND. CONDITION GA. GAUGE OZ. OUNCE TRPL TRIPLE _ 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. R807.1 Attic access. Buildings witlh 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. 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 G.C. GENERAL CONTRACTOR 1/S 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. ONE SHELF U.N.O. UNLESS NOTED OTHERWISE z m GEN. GENERAL Section N1104 (R404) Electrical Power and Lighting Systems CTSY. COUNTERSUNK * DRAFESTOPPING: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEAED SPACE OF A FLOOR-CEILING ASSEMBLY, DR479OPS SHALL BE g Z framing members to the underside of the roof framing members. PC POURED CONCRETE inches 559 mm b 762 mm and shall be located in a hallway or other readily N1104.1 R404.1 Lighting and equipment Mandato Not less than 90 percent of the permanently installed Ii htin fixtures shall contain on C.O. CASED OPENING GYP• GYPSUM VERT. VERTICAL INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT IXC® 1,000 SQUARE FEET. DRAFFSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. The rough framed opening shall be not less than 22 inches by 30 ( y ) Y Y ( ) 9 9 (Mandatory). Pe P Y 9 9 only G.L. GLUE LAM PBD. PARTICLE BOARD Y 9 ( y 9 cy P CANT'. CANTILEVER 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 INT FLOOR-CEILING ASSEMBLIES UNDER THE z z Z O COZ CoZ Of accessible location. Where located in a wall, the opening shall be not less than 22 inches wide b 30 inches high 559 mm wide b 762 mm high). hi high-efficacy lamps. C.T. CERAMIC TILE HGT. HEIGHT PL. PLATE W WASHER FOLLOWING CIRCUMSTANCES: O O_ O_ I= O O Z w Where the access is located in a ceiling, minimum unobstructed head-room in the attic space shall be 30 inches (762 mm) at some point above the PND. PANEL access measured vertically from the bottom of ceiling framing members. See Section M1305.1.3 for access requirements where mechanical equipment is Section M1305 fiance Access CLG, CEILING HDWR. HARDWARE W/ WITH FLOOR FRAMING S CONSTRUCTED OF TRUSS-TYPE OPEN-WEB OR PERFORATED MEMBERS, 5m m m > m � a Q D HORZ. PWD. PLYWOOD WOOD F 5 5 W S = APP C.M. CROWN MOULD HORIZONTAL,HORIZONTALLY WD MATERIALS: DRAFTSiOPPING MATERIAL SHALL BE NOT LESS THAN 1/2 INCH GYPSUM BOARD, 3/8 INCH WOOD STRUCTURAL PANELS. w w w N J located in attics. M1305.1 Appliances access for inspection service, repair and replacement. Appliances shall be accessible for inspection, service, repair and replacement without C.R. CHAIR RAIL HD.WD. HARDWOOD PF. PREFABRICATED W.W.F.PR. PAIR WELDED WIRE FABRIC rr w ab °b v removing permanent construction, other appliances, or any other piping or ducts not connected to the appliance being inspected, serviced, repaired or p DRYER HR. HOUR WO OR W/0 WALKOUT Section R902 Fire Classification replaced. A level working space not less than 30 inches deep and 30 inches wide (762 mm by 762 mm) shall be provided in front of the control side to HDR. HEADER PROJ. PROJECT / PROJECTED WINDOW m R 902.1 Roofing covering materials. Roof shall be covered with materials as set forth in Sections R904 and R905. Class A, B or C roofing shall be installed in service an appliance. PENNY HOSE BIB WNDW TYPICAL ROOF & FLOOR TRUSS NOTES: c HB PSI POUNDS PER SQ. IN. c` jurisdictions designated b law as requiring their use or where the edge of the roof is less than 3 feet 914 mm from a lot line. Class A, B and C M1305.1.3 Appliances in attics. Attics containing appliances shall be provided with an opening and a clear and unobstructed passageway large enough to allow removal DBL DOUBLE PSF POUNDS PER SQ.FT. 1 9 y � 9 9 ( ) PP 9 PP P P g P 9 Y 9 9 CIA. DIAMETER I.D. INSIDE DIAMETER P.T. PRESSURE TREATED * TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND MANUFACTURE OF ML7AlL-PLATE-CONNECTED WOOD TRUSSES SHALL N roofing required by this section to be listed shall be tested in accordance with UL 790 or STM E 108. of the largest appliance, but not less than 30 inches (762 mm) high and 22 inches (559 mm) wide and not more than 20 feet (6096 mm) long measured INGR. IN GROUND DTR. DIRECTION COMPLY WITH ANSI/TPI 1. THE TRUSS DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY A REGISTERED PROFESSIONAL ENIGINEER IN THE STATE OF NEW YORK. R 902.4 Rooftop mounted photovoltaic panel system. Rooftop mounted photovoltaic panel system installed on or above the roof covering shall be tested, listed and along the centerline of the passageway from the opening to the appliance. INSUL. INSULATION QUAD. QUADRUPLE , identified with a fire classification in accordance with UL 2703. Class A, B or C photovoltaic panel system shall be installed in jurisdictions designated b law DN DOWN TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT WOOD MEMBERS CLAAMPED IN RIGID FIXTURES DURING ASSEMBLY TO P P Y J 9 Y M1307.3 Elevation of ignition source. Appliances having an ignition source shall be elevated such that the source of ignition is not less than 18 inches (457 mm) DR. DOOR INT. INTERIOR REQ'D REQUIRED INSURE 11GFfT FITTING JOINTS. as requiring their use or where the edge of the roof is less than 3 feet (914 mm) from a lot line. above the floor in garages. DW I.S. INSIDE CORNER REF. REFER TO REFERENCE * 1RUSSES SHALL BE INSTALLED PLUMB IN THE PROPER ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND DISH WASHER RMS. ROOMS H CA R 903.2.1 Exposed wall flashing required to have a kick-out where the eave of the roof intersects a wall to prevent water intrusion into the wall assembly. M 1502 Clothes dryer duct maximum length not to exceed 35' from the connection to the transition duct and reduced 2-1/2 inches for every 45 degree bend and DWG, DRAWING JT. JOINT REINF. REINFORCING,REINFORCED METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN DESIGNED AND INSTALLED TO PREVENT ROTATION AND PROVIDE Z W T R 905.1.2 An ice barrier/ water shield shall be installed per manufacturers specifications, to maintain product warranty. Carry down front of fascia, min 4" LATERAL STABILITY IN ACCORDANCE 5 feet for each 90 degree bend. Install booster fan for additional lengths. Clothes dryer exhaust system shall comply with code section M1502 listed and KSI KIPS PER SQUARE INCH AC DA CE Wl1H ACCEPTED INDUSTRY PRACTICE SUCH AS THE SBCA BUILDING COMPONENT SAFETY INFORMATION (BCSI) GUIDE TO GOOD PRACTICE FOR W typical. Apply ice & water shield in fair weather when the air, roof deck and membrane are at temperatures of 40 degrees Fahrenheit or labeled in accordance with UL2158A. Exhaust duct size shall comply with code section M1506. HANDLING, INSTALLING & BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. v higher. Ice protection requirements per table R301.2(1). Install ice & water shield at all eaves, gable ends, hips & valleys. On roofs slopes less * TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE APPROVAL OF A REGISTERED DESIGN PROFESSIONAL d CD than 4:12, entire roof to receive ice & water shield. G2415.7 (404.7) Protection against physical damage: Where piping is installed through holes or notches in framing members and the piping is located less than 1 ' THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY BRACING HAS OO 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 F� 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 > underloyment application is required in accordance with Section R905.1.1. framing member that the piping passes through is a bottom plate, bottom track, top plate or top track, the shield plates shall cover the framing memberGRAPHIC SYMBOLS WORK PERFORMED SHALL CO',PLY WITH THE FOLLOWING: 0 = W W w ¢ 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. U o gage [0.105 inch (3 rim)] shank with a minimum 3/8 inch diameter (9.5 mm) head, complying with ASTM F 1667, of a length to G2426.7.1 (502.7.1) Door swing. Appliances and equipment vent terminals shall be located such that doors cannot swing within 12 inches (305 mm) horizontally of - All general notes unless otherwise noted on plans or product specifications. Z 3 the vent terminal. Door stops or closures shall not be installed to obtain this clearance. - All applicable state & local codes, ordinances and regulations if any. C� penetrate through the roofing materials and snot less than /+ inch (19.1 mm) into the roof sheathing. Where the roof sheathing is P O STRUCTURAL CALL. REFERENCE fn 4 s 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 less than /. inch (19.1 mm) thick, the fasteners shall penetrate through the sheathing. 9 Ys 9 PP• XX W �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 DETAIL REFERENCE compliance with manufacturers specifications and / or recommendations. Q w inches 102 mm in height and 4 inches 102 mm in width and shall direct water away from the vertical sidewall onto the roof Cl) - General contractors and subcontractors to review these construction documents upon receipt from architect ( ) g ( ) y level. FLOOR FINISH CHANGE Z or into the gutter. Where siding is provided on the vertical sidewall onto the roof or into the gutter. 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 `` and report any and all discrepancies including any dimensional conflicts, immediately to architect for 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 corrective measures prior to construction. w 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 XX XX J Of - The general notes and typical details apply throughout the job unless otherwise noted or shown. r- 0 R 905.2.8.5 Dri edge. A drip edge shall be provided at eaves and rake edges of shingle roofs. Adjacent segments of dri edge shall be the building. - - - BUILDING SECTION ►_ P 9 P I P 9 9 1 9 P 9 - DISCREPANCIES: The contractor shall compare and coordinate all drawings; when in the opinion of the overlapped not less than 2 inches (51 mm). Drip edges shall extend not less than X inch (6.4 mm) below the roof sheathing XX XX and extend up back onto the roof deck not less than 2 inches (51 mm). Drip edges shall be mechanically fastened to the roof Section G2439 (614) Clothes Dryer Exhaust PARTITION TYPE contractor, a discrepancy exists, the contractor shall promptly report it to the architect for proper z m adjustment before proceeding with the work. w deck at no more than 12 inches (305 mm) o.c. with fasteners as specified in Section R905.2.5. Underlayment shall be installed G2439.1 (614.1) Installation. Clothes dryers shall be exhausted in accordance with the manufacturers instructions. Dryer exhaust systems shall be independent of all Z IQq ¢ - OMISSIONS: In the even certain feature of the construction are not fully shown on the drawings, their v over the drip edge along eaves and under the drip edge along rake edges. other systems and shall convey the moisture and any products of combustion to the outside of the building. U' ,D 0 on R 1001.1 Mason fireplaces & chimneys to be constructed in accordance with Section R1001 and the applicable provisions of Chapters 3 construction shall be of the same character as for similar conditions that are shown or noted elsewhere on Masonry P Y PP P P G2439.4 (614.5) Dryer exhaust duct power ventilators. Domestic dryer exhaust duct power ventilators shall be listed and labeled to UL 705 for use in dryer exhaust rA • •••••• • and 4 of this code. the construction document set. W `�}F �. duct system. The dryer exhaust duct power ventilator shall be installed in accordance with the manufacturers instructions. �� � I 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 Q� than 3 feet above the highest point where the chimney passes through the roof. PP P _ ���N Ft.O ��� Section P2607 Waterproofing of Openings with manufacturers and supplier's s recommended installation procedures. - 0 P2607.1 Pipes penetrating roofs. Where a pipe penetrates a roof, a flashing of lead, copper, galvanized steel or an approved elastomeric material shall be installed - The architect has not been retained to perform framing inspections and / or field inspection. The architect F'- Y =; �l�z ��. S . Section R1004 Facto Built Fireplaces is therefore not responsible for an and all conflicts including weatherazation, water proofing and framing Q ri 4, Factory- P 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 Po Y 9 P 9 9 2 � F,,;11. 4 m m: R 1004.1 Factory built fireplaces shall be listed and labeled and shall be installed in accordance with the conditions of the listing. Factory internal cross-sectional area of the vent pipe to less than the internal cross-sectional area of one pipe size smaller, with respect to the construction documents. W ..,.t , -, 11, I Z n. 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 = , _P'� J� 4`. Y 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: R IS A U '� ,,,,_r I , system has been specifically tested, listed and labeled for such use in accordance with UL 127. VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER MM rrEM IN ANY WAY. R 1006.1 Factory built or masonry fireplaces shall be equipped with on exterior air supply to ensure proper fuel combustion unless the room 1p is mechanically ventilated and controlled so that the indoor pressure is neutral or positive. See sections R1006.1.1- R1006.5. ❑ �FwYO�� ..........................:........................: Energy Efficiency JOB NUMBER N1101.10.1.1 (R303.1.1.1) Blown or sprayed roof/ ceiling insulation. The thickness of blown in or sprayed roof / ceiling insulation (fiberglass or cellulose) shall be written in inches (mm) or markers that are installed at least one for every 300 square feet (28 m2) throughout 2 0 1 6 0 2 3 the attic space. The markers shall be affixed to the trusses or joists and marked with the minimum initial installed thickness with numbers not less than 1 inch (25 mm) in height. Each marker shall face the attic access opening. Spray polyurethane foam 6i j thickness and installed R-value shall be listed on certification provided by the insulation installer. UNIT 2 7 UNIT 2 8 CD SHEET NUMBER 2 ll Z14 (B- 2 ALT- 2 ) (MODEL B- 2 ) W r-,'"- 2 I I I I 01 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WHEN NOT ALI6NED WITH RAFTER, Ems-- ff-20 X it MR GONNEGT KING STUDS TO TOP PLATE WRAP 1-1/4X22 E.A.6ALV.COIL STRAP /�?o X 2k"MN X ATTACHO"RAFTERS ROOF FRAMING 2x4 OR 2xb cc ,, Arran TO EACH PAR OVER TOP OF TOP PLATE AND NAIL CRIPPLE STUDS LU ^ o M OPPOSN6 RAFTM ROOF RAFITR 2x AGS LEDGER INTO 2-3/8"x5' LAE. DBL TOP PLATE � � V ROGf RAFTER SEE PLJN! BOLTS 0 16"Or, INTO STUDS Ib'OG. V � PLAN SIMPSON STRONG-TIE 2X BLOGKIN6 O > o A35 0 EVERY RR AT 2 END BAYS 2X4 STUD WALL OR U V 0) stiPSCN 6TRON6 SIMPSON 617W _ _ GEILIN6 J015T OR W STRONGBAGKS p W N SIMPSON 5TRON6-TIE H2 8D NAILS -TE W _TE HA • SIMPSON 5TRON6-TIE �5 BOTTOM CHORD 51MP5ON H2 CONNECTOR a EA �- �� TYP 8d NAILS NP R STRAPS SHNL DE ATTAGti�TO F�YIi PAR Gf OFPOSM6 RAFTERS. ALTERNATE TO RIDGE STRAP: H3 a EVERY RR RAFTER TO 5TUD AND KIN65 C.) •�' a� .- FOR USE W Hl STUDS AND USE IN COMNATION OW-Y*B STIRS AM � :RD6E 51115 ARE NOr REL�D WFBJ LER M TES GT PROVIDE 2X4 COLLAR TIE AT ... NOMINAL ai OR 2X+H LIJ�t ARE LOGAT®N Tt£UPPER TnR4 OF THE UPPER THIRD OF THE ATTIC SPACE (WI-EN ALIGNED) � •� U > � � `RAFTS ALIGN IRAFMRS DO NOT AL16N ATTIC SPACE AND ATTAaV TO EACH PAR 6F RAFTERS W/+l-IOd NALS h1/4 Lod AT EACH RAFTER) 05-22 STRAP AT i= W N} EACH STUD SEE U) •� N Z L5 V6 FOR 2x6 DETAIL 4 Z U �_ � Lema FOR 2x8,2x10,OR 2x12 Q W cM FRAMED 6 �' co WI OR ❑ � � co U U "' -RIDGE STRAP DETAIL / -RIDGE 5T-RAP DETAIL LU2&ON 5ERY GJ 2x4 S 2xb �� � (FOR CATH.GL6S WITHOUT COLLAR TIES) / (WITH OR WITHOUT COLLAR TIES) LU28® EVERY GJ STUDS® Ib"O.G. rr nn / + J 2x AGS LED6ER I-V 3/8"x5"LAE. CONNECTNo ORS FT REQ V (L 4'r MN a,c K.T.5 LOCATE AT / N.TS. LOCATE AT EVERY RAFTER BOLT® IE."OG INTO STUDS IN THIS AREA �- STRAPPING TO BE I-1/4"X22 6A 5Ma'�ON S1RDN6 -TE I M STRONG 6 BEAR A MIN.OF 10" 1. FRAMING. TE LTS -TE tld / GREY.,SEE DETAIL 4/DI.ALL STRAPPING -5�r'� U T f5 IS M.IkfD r APfLE� // PORGH ROOF' GABLE END WALL �°NAILS TM. DETAIL AT ATTIC r-OR 115E VM SnM AND USE IN COhHINATION ONLY W M STUDS AND / STRAPP I NC DETAIL L Z 0 �p,I--Tg }�I� ,RAFM75 DO NOT AL16N N T5. I I N.TS. STRAPPING TO RUN ONTO RIM JOIST,SEE � DETAIL 9/DI(ONE STORY)OR ONTO STUD (� ROOF= RAF=TE=R HURRI DANE= TIES AT WALL BELOW CTWO STORY) � O�T S. LOCATED AT EVERY ROOF RAFTER •: Z ATT I G O • 5TRAPP I NO DETAIL v • W45-4 AT Pa Iz FOR FRAME GONNEGTIONS o •. DI GlTS. Ln 2ND F=LOOR /� MST�� o m Z (ji C) / � OR Viz)2x PROVIDE 31X3.f6"X3"WASHER PLATE AT ALL ANCHOR BOLTS 4-Ibd FADE NAILS FROM v / MSTGAW SECURED BY WOOD SILL PLATES. KING STUD INTO HEADER ❑ ew L"Th // ✓COLUMN POST TOP ANCHOR STRAP SrARr MALS 51MP50N PAB OR 55 ANCHOR BOLTS MAY BE USED IN LIEU of �•T � �--� THREADED ROD W/WASHER PLATE. N.TS. LOCATE AT EVERY GOLUMW 6NRDER GON�EGTTON H/2 LP ERRE PROVIDE 3'Xb'XA3b'GALA.5TI3:L PLATE W/ a MR / BD 0`STIR 6-BD NAILS AT CORNERS APD INTERSECTING (k)NNS MMM � _R ft"LENGTH(M') I WALLS. 3'X12"X/36'6ALV.STEEL PLATE W GIFAR SPAN \ T �:T �NAlS IWALLS�WHERE ILS TAT PUTT JOINTS IN TFHERE 51NI6LE PLATE OR 1tIEADER 51MP50N L5TAI2 STRAP W/ 0 00I 2Xb KING STUDS MAN): NAILS EACH END AT (~� 24'MINIMUM LAP SPLICE ONE AT SPAN5 UP TO 6 FEET GUr L1316m ` / CK STLV BEAM--1 NALy TWO FOR SPANS 6 TO 12 FEET FIROM MR EW -I 2-1/8 5/MP A301 ROD THREADED b"BOTH ENDS. THREE FOR SPANS 12 To 16 FEET 2X6 JACK STUDS MAN): O DISTANCE GF 7/S" BOTTOM �-W 3/4'AND I'ROD AT 51MP50N 5TEEL 5TRON6 WALL,5EE PLANS 12-160 MIN.NAILS ONE AT 5PAN5<b' ^ EW LftTh NAILS AT ALL SPLICES1�•'1 1 n MN IST F=LOOR TWO AT SPANS FROM 6 TO 12' w SIMPSON _ UNLESS NOTED OTHERWISE ON PLAN 4 MALS MN N I AB1J44 OR AElU6 56, EE PLAN � 2"X3/"X31 WASHER PL W/NUT EACH SIDE THREE AT SPANS>12 Q co r LEtem trw� GS 22 co1L STRAP I UPPER STORY 5HE,RR (� ( WALL TO GIRDER ALTERNATE ANGHOR BOLT DETAIL ® EXTERIOR WALL ❑ F=LOOR TO F=LOOR TIES I l � - -- BELOH GONNEGTICN W 4 K.T5. LOCATM AT EVERY SW I V2"0 HOOKED ANCHOR BOLT W T• FOR 5ET BACK WALL5 HDU HOLD-DOWNS AND STRONG HALL DOUBLE TOP WALL PLATE SPLICE DETAIL HEADER GONNEGTION _ I F=OUNDATION MINIMUMEMBERIENTOREWAN510N I� K.TS. 14 I� *N.TGOL 51115 UDfR SIfATt1QJ6 PROVOS Sd GGN,MON(OGI x 25 LfiTNS)NAISBOLT HV 5'MINIMJM ETMIENrNTS.GOL 51115 M SINT"PRONGS 10d t0lrf9 N(0151 x!LGN6)NN 5. I � S. U i COLUMN P05T BOTTOM ANGHOR Q F-q 6 NJ.TS. LOCATE AT EVERY COLUMN/elRDER CONNECTION ,,�„� ALLOWABLE HOLES - � \ TO ILU vALCY a% 8D NAIL®b'0/G AT ALL PANEL EDGES R�wry'�T�"'� IbDNAIL®24"0/G IbDNAIL® 24 0/G LVL Headers and Beams w U HIP RAFTER, 5 OSB OR PLYWOOD Microllame LVL H: SIMPSON HGP HIP SEE PLAN SHEATHING INTERIOR 7.3E TimberStrande and NOTE.WHHERE 24'WIDE MINIMUM FULL HEI69 I ('�NILS MIN N CORNER TIE LSL hole zone Parallame PSL 2 x diameter of the Y depth U WAIL RETURN 15 PROVIDE AT B05 OF a"lBJbm hole zo largest hole(minimum) O BRACED WALL LINE THE 8008 HOLD01^d1 MAY I �' Q BE ELIMINATED. PROVIDE TWO(ONE AT EACH 80 NAIL a b'0/C INTfa210R SIMW4'IHM I;BJ6m��) `;\`J • o AT ALL PANEL ED6E5 d LSTA 6S TR STRAPS PER DETAIL 4 IN LIEU OF I 51 BP RASHER o _ - - - - - - A - - - _ - _ - - ] 0 0 L5TA36 STRAPS SHHOV�QN IN THE DETAIL. NAIL 5HFA1HIN6 TO SILL PLATE W 8d 2X AW 51LL PLATE. DOUBLE o - NAILS a 4'O/G SILL AT FULL BASEMENTS �R1� GYPSUM BOARD o 0 0 5/8 DIA STEEL ANCHOR J T'MINIMUM BOLTS MAX.2'-W O.G. - - --- SD NAIL a 12'0/C AT ALL Microllame LVL and El M13Nf A W RAf TO Parallame PSL ExTe+v BOLTS MIN.T INTO 65-22 COIL STRAP ,►ac srwr rO RAFTER MEMBERS NOT AT PANEL FD6C-S EDN.WITH TIGHTENED NIT E tl�.vn! allowed hole zone 3'x 3'WASHER TO EACH BOLT. (2)1 x i ACR " middle Y3 span PROVIDE TERMITE SHIELD SILL SN�PF.,ON LTP4 RATE NILF9 TO 056 OR IN T 57 W/10.10E NAILS �n�B SEAL AND MAINTAIN W MIN. �� RM MD 5LL PLATE 0 li0/G A RMIR WWME 1 PLYWOOD IN51DE CORNER OUT5IDE CORNER INTO STUD ABOVE AND LOCATED 2'TO 6 PLYWOOD SHEATHING r FROM TOP OF WAIL FROM WD To FINISH®GRADE vAUP/Mac Nrac�cra d 1.3E TimberStrande LSL allowed mole zone d I3�OVH l2 EACH GORNCftJ NOTE NAL A6 FM TAM IACD WCM PLAN VIEW PLAN VIEW til � � � � N Q N N 1-: M ti N vj tall=2, COIL STRAPS UNDER SHFATHIN6 PROVIDE:8d COMMON(0.131 x 25"EONS)NAILS.COIL EXTERIOR MALL TOP General Notes o � N N t7 Ma- SEE FOUNDATION PLAN STRAPS OVER SHFATHIN6 PROJIDE.IOd COMMON(0.131 x 3'LONG)NAILS. ttt--��f Art- 1-' f��1 t t�/ I Get-�Nt-,17 HEADER MAXIMUM ROUND • A dlowed hole zone suitable for uniformly loaded LAY-OVER OR FALSE VALLEY PLATE t- I 1 I 1 CONNECT I ON EXTERIOR E1� (�R (,fes L_I� DEPTH HOLE SIZE headers and beams only. nd_ STORY GORNE�R GONNEGTOR5 TYPIGAL ANGHOR BOLT 5TUD TO RIM JOIST TO SILL PLATE 5TRAPPIN2 DETAIL 1 t t_ HALL FRAMING 4%" • Round holes only p� sY2' 13/a" • No holes in cantilevers. N.TS. LOCATED AT EVERY CORNER IJ N.T5. LOCATION A5 NOTED N.T5. LOCATE AT EVERY STUD N.TS. I� KTg' OkT� N.TS. 7Ya"to 20" 2" • No holes in headers or beams in planks orientation. See illustration for Allowed Hole Zone DO NOT cut,notch or drill holes In headers except as co Indicated/n Illustrations g Z and tables. m a. A MIWMIM OF TWO BRACE WALL UNES 040 Ad;Ml EGIAR D IN EACH OMT10N1 OF A BUILDING. BW.-5 SHALL NOT BE SPACE fl z Z Z O z z z N W C9RWEP STRAP*V WALL"Mm AND WALL T" O O O O O Q W MORE THAN 60 FT APART. WALLS WTHIN A BNL SHALL NOT BE OFFSET BY MORE THAN 4 FEET I`R04 A BML. BK_LOCATIONS AIRE NOTE TO TGP Oaf'PONY WA1 f U�-��I( NOTE- TO TGP Q"PLNY WNL f I.M1 � co rn m j v5 �n a INDICATED ON FLOOR PENINS 2 FT MAX PONY WALL MAY BE I I 2 FT MAX PONY WALL MAY BE I www - w w D 5bP5AJ lnTiZ IIGLDOtlM AT G�-YJSP DR1CH� A BRACED WALL PANEL($WP)5HAL_L BEGIN WTHIN 10 FEET OF EACH EHD OF A BW, TME DISTANCE BETWIf3N AD.IAGENr PLACED ON TOP OF HEADER PLACED ON TOP OF HEADER w X W ob ob U WALL DV P#W(rYFt:Al tDU A5 REVU E sM OF EW SHALL NOT BE 6REATM THAN 20 FEET. THB2E SHALL BE A MINIMUM OF TWO BMP ON EACH BHL EXCEPT AT ® AT WAaP INAL PETALS G AND D. WALLS<IE.FEET LANG MAY HAVE ONE 48 OR LON6)5i BNP. BMP'''"ARE TYPK,ALLY G5-l^LriP SHEATHED BRACED WALL PANELS so - S-IDD MALS AT DrT1Z M PE A)OR GYPSUM BOARD 65(TYPE B). PROVIDE TYPE G,D,E,OR F PANELS AS NOTED ON PLAN WHERE BHP TYPES A / 31/2'WIDE LVL HEADER fSEE PLAN) S AND B DO NOT QUALIFY DUE TO MINIMUM LENGTH REQUIREMENTS OR ADDITIONAL CONTRIBUTIN6 LENGTH OF BWP 15 REQUIRED. CONTINUOUS,TO OUTSIDE OF PANEL N ® BHP TYPES ARE INDICATED ON FLOOR PLANS. / o ® 3/8'0 THREADED ROD r^ a 05-W5P CONTINUOL15LY SHEATHED BRACED WALL PANELS(TYPE A)SHALL t+ z z V J NOTE:WHERE 24'WIDE MINIMUM RILL HHE16Hi THE KHUM1M OF TAME`R60.105. NAIL V 141NIMJM WALL CONNTINUOU5 IIV4 MIN DEEP HEADER TO CONTINUOUS1IP4"MIN DEEP HEADER TO WAW_RETURN 15 PROVIDED AT ENDS OF SHEATHING NTH 8d MNL$O 610/0(�AND 12'0/0(FEW)AND PROVIDE 2X OUTSIDE KIN6 STUD(SEE:PLAN) OUTSIDE KING STUD(SEE PLANA PR8 Me 0546P BRACED WALL LINE THE 8000 BLACKRNB AT ALL UNSIJPPORTED PANEL E106ES. PROVIDE 600 PIOIJHD HOLD" FASTEN J'SHEATHING TO HEADER WA � FASTEN J'SHEATHING TO HEADER W/ Z HOLD"MAY 13E ELIMINATED. PER DETAIL 14 OR20 AT ENDS OF BRACED WALL LINES THAT DO NOT HAVE 8D NAILS o 3'O/G IN EACH DIR6GTION 8D NAILS 0 3"O/G IN EACH DIRECTION W EnK R A 24'MINUMIM RLL HE16K WAIL RETU�I OR A 48'MINIMUM BMP. 51MPSON L5TA24 STRAP ON BOTH SIDES AND SW550N L.5TA24 STRAP ON UN%FATHHED EACH OF HEADER TO JACK STUD W/lb-100 NAILS FACE WA Ib-IOD NAILS TRIM TOP OF PANLL A5 REQb IL CVD TABLE RbO2.105 MINIMUM LENGTH RE`.QUIREMENTS OF GS-WR 6-114'.575 SGRElS- O o}0 ROWS OF Ibd NAILS 0 YO/c, z BOTH SOB STRAPSORTAL STRAPS PER PANEQ ON W CONTINUOUSLY 5HEAINED BRACED WALL PANELS FASTEN TOP PLATE TO HEADER 2 F- FASTEN TOP PLATE TO HEADER W/2 � _ ROWS OF I6d NAILS 0 3'O/G o WALL MIN PANEL J Q w WALL AJAGENT CLEAR MINIMUM LENGTH OF U HEIGHT(FT) WIDTH'L' Y HEIGHT(FT) OPNG�16HT EfRAGED24WAll PANEL PANEL SHALL HAVE A L E%TH 1'OF NOT PANEL SHALL HAVE A LENGTH 1"OF NOT 28, W 0 �51MIPraON GNNW COUPLER NTT 8 64 TO 80 32 LESS THAN 16'FOR 8 FT WALL,18'FOR 9 LES THAN 16'FOR ONE STORY APD 24'FOR 8 U ~ • ' FT WALL,AND 20'FOR A 10 FT WAIL SEE FIRST FLOOR OF TWO STORY APPLICATION. Q 32' Z SPANE N SERB STRON644ALL 5B PL" 80"TO 96' 36'� xx PLAN FOR ACTUAL LENGTH 5�PLAN FOR ACTUAL LENGTH 10 34 PANE.,V6ZIF1'PANEL IS PLUMB <64' 2T GYPSUM BOARD "6B"BRACED WALL PANELS(TYPE B)SHALL BE Q II 38" _ 3/8'0 ANCHOR BOLT OR q 64'TO 80' 30' 48'H11NM1M M LBr6TH ON BOTH 5iDE5 CIF WAIL 182 TABLE • AD ERNE A ICHOR t- (2)JACK STUDS,MIN.OR PER PLAN (2J JACK STUD5 MIN.OR PER PIAN , 80 TO 96 41 `R602J05. 5EGtlRE1� 611'P�.�I1t•f BOARD PITH bd COOLER NAILS, � � � 12 42 BOTH ENDS OF TE-DETAIL IHFAD32 ES To � � 4 (6,41 30' A415'X IV 6YPrPS1JM BD NAILS,OR j098'X IV O O F- 10 64'TO 80' 30' NAWS O'1'O/G Ovem)AND TO/G(FIELD). BLACKING I5 NOT - U 80"TO 96' 38" `MIRE AT WCAIPPORTE PANT E6ES WEl PANELS ARE BLOGKING AT PANEL EDGES ++ BLOGKIN6 AT PANEL EDGES N ❑ • PROVIDE!�IOIST OR TRUSS OR HULL Partial credit for panels 36"to 48"wide per R602.10.52 HEIGHT BLOCK NE.DIINSTALLEV IRECTLY ABOVE AND BELOW TYPE B WALLS. TYPIGAL HOLOOHN DETAIL AT CONTINUOUSLY SHEATHED WOOD ONE JACK AND KING STUDS ONE LACK AND KIPS STUDS BLOCKING AT PANEL IE6E5 L EQUAL TO FASTEN 7/16'SHHFAIHIN6 TO EACH STUD FA51BN T/b'SHHEAININ6 TO EACH STUD Two KING 5TUDS n Or > 12° FRAMED FLOOR A STUCTU RAL PANEL "CS-WSP" -TYPE A B GYPSUM BOARD "GB" - TYPE B MV 5ILL W/SD COMMON NAILS o 51 OX AND SILL W/BD COMMON NAILS 0 510/6 P: FA6TEN'1M'%EATHIN5 TO STUD 0 r /1 m (� NOT TO SCALE PER FIGURE R602.10.5 NOT TO SCALE PER FIGURE R602.10.5 AND SILL W 6d NAILS 0 4'Ott Z V J PORTAL DETAIL"A"ONLY APPLIES 51WWN IHDI15 HOLDONN W/NH/4'SD5 51MP5oN HHDU2 HOLD"W/b-114' � W N.T5. TO 2 FT TO IB FT WIDE OPENINGS. Q SCRE^6 IN DOUBLE END STUD W5 5GRB•5 IF NO FLOOR ABOVE. Z 0 TABLE 602.10.3(1)BRAGIN6 REQUIRB-SV5 BASED ON 14OMPH TABLE 602.10.3(2)WIND ADJU5TMENT TO HIM HOLDOHN W/10-1/4'505 0 0 WIND SPEED,EXP05URE B,30 FT MEAN,ROOF HEIGHT,10 FOOT REQUIRED LENGTH OF WALL BRAGIN6. 2-1/2'0 ANCHOR BOLT OR EXPAN51ON SGI;EP6 IF PLOOR ABODE. PANEL.TO 51T DIRECTLY ON!TOP OF ��Af1JN DTTR H0.G17WN AT U-W�-P DRKED WALL HEIGHTS,AND 2 BRACED WALL LINES BOLT WITH 2'X2"A4'PL WASHER CONCRETE FOUNDATION WAILLij WALL PANES( HPU AS � ADJUSTMENT STORY CONDITION ADJU5TMENT OVER 1/2"0 ANCHOR OR EXPANSION BOLT Q G R� ®I AT DFAGEP WALL PETALS G AND D. CONT •4 BAR DONT IN TOP OF CONCRETE 2-1/2'0 ANCHOR OR EWAW10N BOLT SHEATHING BASED ON SUPPORTING FACTOR FOUNDATION FOUNDATION TE V 1ST _ 40 STORY BW_SPACING METHOD 6B CONCRETE 'M BAR GONr IN TOP OF GONGRETE \ I 10 S lOD MALS AT DrTIZ EXPOSURE GATE-60RY ONE STORY G 12 FOUNDATION F�05L RE CATEGORY ONE STORY D 15 m TOP ID 25 55 EXPOSURE GAT E60RY TWO STORY G 13 PAB6 IB ANC10R BOLT OR Ye FADED SOF CONCRETE FOUNDATION 51Mfl'S0N 561/8X24 OR PA51-18 ANIGHOR EXPOSURE CATEGORY TWO STORY D Ib EXTEND WALL SHEATHIN6 OVER RIM J015T ROD W/WASHER RATE,SEE DETAIL 15/71 80LT OR Ya"THREADS ROD, W r�' � '� m rn ; m TOP 20 S.O 10.0 PAB5-18 ANCHOR BOLT OR THREADED SEE DETAIL 15/DI ti z C) OVER ROD WA WASHER PLATE,SEE DETAIL IWI ® ROOF HAVE TO R106E ROOF ONLY IS FT 13 WALL PORTAL DETAIL"B'ONLY APPLIES TO 6 FT TO 18 FT WIDE OPENIN65. TOP 30' 7.0' 145' P� E06E FRAMED L) -� ROOF SAVE TO RI17GE ROOF ONLY 20 FT Ib FLOOR TOP 40' 9.O' 185' ROOF SAVE TO RIDGE ROOF+I FLOOR 15 tT 1.15 PANEL HAS CONTRIBUTING LENGTH of 48 TOWARDS R602.101%)MINIMUM LENGTH WALL TO BE USED ON FIRST FLOOR APPLICATION ONLY.PANEL HAS '� ?a% REGUIREMENTS FOR BRAG®WALL PANELS AT BRACED WALL LIMES. POLL TO BE CONTRIBUTINS L.ENST14 OF 48-TOWARDS RbO2.103N MINIMUM LBNSTH SIMP`0H STRON&44ALL REQUIRES INEERBD DE516N TO � 81 ROOF SAVE TO RIDGE ROOF+I FLOOR 20 FT 1 3 2LA1 USE ON FIRST FLOOR APPLICATION PLY. REGt11REFTNTS rorz BRACED WALL PANELS AT BRAG97 WALL LINES. TO DETERMINE PANEL SIZE AND ANCHOR BOLTS FOR ❑ TOP 50' 11.0' 23.0' ROOF EAVE TO RIDGE ROOF+2 FLOOR 15 FT 1.1 ACTUAL HORIZONTAL DESIGN MEND LOAD AND CONDITION w Y(�� ROOF HAVE TO RIDGE ROOF+2 FLOOR 20 FT NP TOP bo' 13.0' 2r5' WALL HEIGHT ANY STORY 8 FT o.9 CONTINUOUSLY SHEATHED PORTAL PORTAL FRAME WITH HOLD-DOWNS ALTERNATE BRACED WALL PANEL "ABW" SIMPSON STRONG WALL JOB NUMBER ADHE-ANCHOR BOLT OR BOTTOM OF 2 lo' 5.0' I05' WALL HEIGHT ANY STORY a FT a95 DETAIL - TYPE E DETAIL - TYPE F �`� WALL IEI61iT ANY STORY a FT Los C LN ME CS-PFETAIL - TYPE C "PFH20 6023 ET -BOTTOM OF 2 20' 9.0' 19.0' WALL HEIGHT ANY STORY 12 FT 1.1OT TO SCALE PER FIGURE 1602.10.6.3 NOT TO SCALE PER FIGURE 1602.10.6.2 NUMBER OF BVL PER PLAN DIRK110N AT STORY 3 13 E NOT TO SCALE PER FIGURE 1602.10.6.1 NOT TO SCALE PER ENGINEERED METHOD "BIER OF BVL PER PLAN DIRECTION AT 5TORY 4 1.45 U) SHEET NUMBER a BOTTOM OF 2 30' 13.0' 2l5' BOTTOM OF 2 40' ITA' 36.0' NIMM M OF BVL PER PLAN DIRECTION AT STORY 5 OR MORE Ib GYP FINISH OMITTED FROM INSIDE FADE OF BWP 1.4 2 j B RAC E D WALL PAN E L D ETAI LS HOLDOI�IN L)E:TA I L AT SLAB BOTTOM of 2 50' 21.0' 44.0' APPLIES TO METHOD GS-WSP ONLY (_ APPLIES TO METHOD GB ONLY 4"O/0 O? D_1 NOT TO SCALE UNIT 27 (B- 2 ALT- 2 ) UNIT 28 (MODEL B- 2 0BOTTOM OF 2 60 25.0 525 ) U) IW COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED EXTERIOR WALL: HATCHED AREA 10'-0" HIP WIDTH A INDICATES LOCATION U) ^ � HARDI-PLANK CLAP OF FIRE RATED ROOF I Z B2-5 WALL SHEATHING,4'-0' 3 W E TYVEK OR EQUAL (ONT.2"x4'BLOCKING 1/2"5HEATHING RIDGES 0 ALIGN (No TING) NO VENTING) B2-I U 4'-0" 4'-0" FROM CENTER OF o " 2'x4'5TUD WALL Ib"OL. FIREWALL-EACH SIDE 2'x4'OUTRIGGERS® 16'OL. 2 GONT.ALUM.FLASHING W/ RIDGE T -FRAMED SOFFIT DRIP(COLOR TO MATCH I RIDGE VENT Z V 2 WOOD TRIM) CARRY ICE I Y r 2 FOR MIN H v 5/4'x8"TRIM DIREGTION5 0 1 + b AZEK TRIM BOARD OF METAL I ASPH�def Mp c N 77 6UTTER5 I LEADERS I"x b" AZEK _ -- - 2 a u .0 °?Z - ALL GUTTERS I LEADERS SHALL BE BAKED p 6UTTERS I LEADERS "n HARDIPLANK B2-1 " WHITE ALUMINUM.032"MIN.GAUGE,6U TER5 1"x 3 I�8 AZEK RAKE BD W/ R5 I LEADERS SHALL BE BAKED O M I"x12"AZEK TRIM SHALL BE 5'SEAMLESS,O.G.STYLE W/ALL HARDIPLANK HSR( HOR ONTAL �., ALL GUTTERS �- ROOF BREAK 1Z -- I x 3 AZEK TRIM(TYP) WHITE ALUMINUM.032"MIN.GAUGE GUTTERS U Q w N 0 RELATED I REQUIRED AGCE55oRIE5. LEADERS CLAP 51DIN6 ' %/ CLAPBOARD SIDING ► T SHALL BE 5 �,O.G.STYLE W/ALL ❑ 2 r- co 00 DENTIL BLOCK#DTLB5x4xl SHALL BE MIN.2"x3',.027"GAUGE W/CLIPS I RELATED I REQUIRED ACCESSORIES. LEADERS U C) BY"FYPON"OR EQUAL ANGHOR5. CAULK I SEAL ALL JOINTS. PITCH 12 Ix6 / SHALL BE MIN.2"x3",.027"GAUGE W/CLIPS I GUTTERS MIN. 1/6"/FT.PROVIDE P.VG. Q 5TA IN '.SEA. ANCHORS. CAULK I SEAL ALL JOINTS. PITCH N M TIL BLOCK 5/4"x6"AZEK TRIM RECEPTORS b'ABOVE GRADE TO RECEIVE CENTER R x�8 AZEK RAKE BD W/ BY"��OR 5QU� 6UffERS MIN. I/8"/FT.PROVIDE P.V.G. a LEADERS(CLOSED GAP DESIGN). NDOWS IND ,1dy, I x 3 AZEK TRIM(TYPJ 12 - -r " RECEPTORS b'ABOVE GRADE TO REGEIVE _ b H16H BLIND TYP.EXTERIOR WALL: LEADERS(CLOSED GAP DESIGN). HARD-PLANK 51IINGLE - 2444 1 � LASHING 12 12 DH TYVEK OR EQUAL +/— I I +/— I I DOR " lC TRI. I/2 SHEATHING 12 OH 2x4 STUD WALL Ib'OG. b b"HIGH BLIND I I Lu \ b o� Z 2 DETAIL, - - - - - - -- - - - - - - - Q - O DINING ROOM_ 1711:1 EE PROVIDE FLA5HING ALONG ENTI °L DINING AREA, PLATE HT. I,-o„ - - — L INTER5EGTION OF ROOF I VERTIf� - - - - - - - — - PLATE HT. H OH. bN " - EXTERIOR WALLS.FLASHING TO pOH CLOSET -0' I'-O" (BOTH 51DE5 -$- - - OH OH 5"HIGH BLIND FLASHING _ I I _CLOSET O 12 PLATE HT. i PLATEN U LINE OF ROOF r-o" 9 TRU55 BEYOND i i _OH. �/ / 1 1 I LL II II Ln ® o m (3) 2x8 P.T. 61RDER o lo"AZEK `� I I = (/ T I I Z \,V� V ./ II � BEYOND FRIEZE BD. i i 4 `�' _ Q 1 1 ❑ �..� Ixl2 AZEK Ix8 FASCIA BOARD TRIM I I ii QGOLUMN 11 6 I I LUMN 0 COVERED ® � PORCH BEYOND VERE PORCH BEYOND ii II -' FIN. 1ST FLOOR 1 I -- _ I T L / _ _ _ _FIN.15T FLOOR 51MPSON LU528-3 FACE i i ~� = MOUNT HANGER ELEV.+O-0 O C14 ELEV.+0'-0' (3) 2x12 P.T. GIRDER BEYOND - - I - I - I - I - - - - I - - - - - - - - - I I 50FFIr I I Ix4 AZEK I I I I U Ix AZEK TRIM BOARD OVER I TRIM ALL 61RDER5(TYPa I I I I I I I SIDES u a....1 oH. i i I I I ❑ W VIU � I I i I I I 51MP50N BG52-3/6 P05T O 1 1 GAP ANCHOR 4 I I I I I 10 SQUARE HBatG PERMA CAST J = COLUMN#46382 W/SQUARE a FLAT GAP 4 BA5E (OR EQUAL) - I I I I I I I I I I I U 4" 2'-0" I o CORNER COLUMN TO BE I I I I I I I I I I I uj PROVIDED W/SPLIT KIT I I I I I I CL 2 HR SEPERATION = BASEMENT _ _ _ WALL PER UL#'336 I I I I I BASEMENT f' % - - I- - - - - - - - - - - - - - - -I�- - - 1 6xbP.T.P05TWITH5IMP50N —I T _ _ _ _ _ _ _ _ - _ -_ _ _ _ _ _ - - - - - - - Q i 1 ABUbb POST BASE P ALL 1— — —I— — — L — — L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — L — — — — — — — — — — — — — — — — — —L — — � — — —I— — —I GOLUMN5) F_ U UNIT 28 UNIT 2 7 W TYP. REAR COV. PORCH DETAIL I B-2 (MAGNOLIA) A B-2 ALT-2 (MAGNOLIA) CONT ELEVATION o 62- B2-5 11 _ r 0 3/4"=V-0" I/4 - I -0 A B2-5 TYPICAL ROOFING: 4'-0" 4'-0" ARCHITECTURAL SHINGLES 15# (NO VENTING) (NO VENTING) TYPIGAL ROOFING: PROVIDE STEPPED FLASHING ALONG ARCHITECTURAL 5HINGLE5 15# ENTIRE LENGTH OF INTERSECTION OF FELT UNDERLAYMENT ROOF 6 VERTICAL DORMER EXTERIOR r FELT UNDERLAYMENT RIDGE VENT RIDGE VENT WALLS.FLASHING TO BE MIN b'HIGH 5/8" PLYHOOO 5HEATHING ui N 5/8 PLYWOOD 5HEATHING HARDIPLANK _ RIDGE VENT (BOTH SIDES OF DORMER) Q N N N M !� r to HORIZONTAL CLAP 51DING Lz HARDIPLANK HORIZONTAL CLAP I I 4N 7'-b" 4- HORIZONTAL 13'-b"DORMER PL HT a g 6"AZEK TRIM BOARD b"AZEK TRIM BOARD I z m ABOVE I5T FLOOR u5 z cn m a I"x b'AZEK RAKE BD W/ q(— q I"x b"AZEK RAKE BD W/ I ( I co o 0 o Foo z I x 3 AZEK TRIM(TYP) 12 Q 4. 12 a I"x 3"AZEK TRIM(TYPa ¢ g Q - a aawaao5 � U b"DIA6.AZEK \\ / b"DIAD.AZEK 9'-0" FRONT GARAGE (3)2420 F (MULLED) I `° TRIM BOARD 12 q a 12 TRIM BOARD N WALL PL HT. _ b HIGH BLIND Al b"H16H BLIND I I N FLASHING ALIGN FLASHING 6ARAGE WALL - - - - - - - - - - - ALIGN FASCIAS - - - - - - - - - - - - -, BELOW FA5GIA5 2 HR SEPERATION GREAT ROOM _ _ C i _ _ GREAT ROOM W�1-PER UL#3-2 SEE DETAIL I/FW-2 Z PLATE HT. „ uultL �min Jnnn - - PLATE HT. 4'-2" 4'-2" I-0 --- - - --- I-0" / / / / I'-O° nmtL--- / OH. " OH. 5'-2" 6-4" 4'-10" O m 1 1 I I I I I I I I I 1 ; O Y 62-I i l I I I I I I I I I UziB2-I W W I I I MHITH m FU IL _1LI I 11 I IF1 DORMER PLAN Z I6' 4" I IEDFI M7 = 11 I6'- " B WI TH 62-I 4 III1/411=11-0" Lu � _ � I I I I I I Q II II it Q Q O II II II — ii ii II - ❑ b"AZEK TRIM I I 1 1 I I 1 1 I I I44 b'AZEK TRIM 11 I I I I I VH 1�1 I I I I I U ALL SIDES 1 1 1 1 1 1 I I I I I I ALL SIDES i � m FIN. 15T FLOOR_ i i i i l i i t i i i i FIN. 15T FLOOR 2020 NY5RG- R312.2.1 w ELEV.+0'-0" - / ELEV.+0'-0" IN DWELLING UNITS,WHERE THE TOP OF THE 51LL OF AN Z qa 2020 NYSRG- 62427.8 (503.8) OPERABLE WINDOW OPENING IS LOCATED LE55 THAN 24" � o o {�___�r=��I I - - - - - - - VENTING SYSTEM TERMINATION LOCATION: ABOVE THE FIN19ED FLOOR AND GREATER THAN�12n ABOVE v) p l I I I _.:.......... ..... .................... 1 NII II III I I III II IIN I THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN THE FINISHED GRADE OR OTHER SURFACE BELOW ON THE W 61ST RF bxb P.T.P05T WITH 51MP50N I I I I NII II III I ( I I I III 11 IIN I I I bxb P.T.P05T WIT14 51MP50N I EXTERIOR OF THE BUILDING, 0 BG52-3/6 POST GAP ANCHOR I II II II II II II 6 AZEK TRIM INPUT OF IOp00 BTU PER HOUR%W)OR LE55 SHALL BE OPERABLE WINDOW SHALL I b" AZEK TRIM I I NII II III I I I III II IIN I I ALL 51DE5 I 8652-3/b P05T GAP ANCHOR I I LOCATED AT LEAST b"FROM ANY AIR OPENING INTO A COMPLY WITH ONE OF THE FOLLOWING: ,p b" 51MP59N AB%b P05T BASE(TYP- I N I I I 1 I I SIMPSON ABU66 P05T BASE(TYP- UZI ALL COLUMNS) I ALL SIDES I Iii EGRESS ill I I I I I Itl IGRE55 iI I I ( ALL GOLUMN5) I BUILDING, oRNINGS THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE AND SUCH AN APPLIANCE WITH AN INPUT OVER Iop00 I p I I I I III BTU PER HOUR BUT NOT OVER 50p00 BTU PER HOUR SHALL BE To PA55 THROUGH THE OPENING IN ITS LARGEST OPENED 1 p I I I I III WINDOWI Ill I I I III �11NDOW IIII I I I I p POSITION. r;�� �r CJ n I �L==J�__=J L=__��=—--IJ I I . INSTALLED WITH A 9 INGH VENT TERMINATION CLEARANCE,AND W 10 SQUARE HB G PERMA CAST I I I I I I 10 SQUARE H546 PERMA GA5T I AN APPLIANCE WITH AN INPUT OVER 50 FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F 2090 = UMN #46382 W/SQUARE 9 LI_________IJ Ll_________U I 9 COLUMN#46382 W/SQUARE BTU PER HOUR (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO Uz _ I I I I I SHALL HAVE AT LEAST A 12 INCH PENT TERMINATION FLAT GAP 8 BASE (OR EQUAL) FDI — — '� `— — — FDI FLAT GAP d BASE (OR EQUAL) CLEARANCE.THE BOTTOM OF THE VENT TERMINAL AND THE ATR RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW To O -CORNER COLUMN TO BE I I — I I I - CORNER COLUMN TO BE I INTAKE SHALL BE LOCATED AT LEAST 12"ABOVE GRADE. FULLY OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING ❑ � PROVIDED W/SPLIT KIT I I I I ( I AREA OF THE WINDOW UNIT TO LESS THAN 5.7 SQUARE FEET. YOB BA5EMEIJT ( I I I I I PROVIDED W/SPLIT KIT I BASEMENT — — 1- - - - - - - - - - - - - - - - - - -rt - - - - - - - - - - - - — — — — — — — — — — — — — — — — — I- - - - - - - - - - - - - - - - - - - - - - - - - - -- —1- - - - - - - - - - - - - - - - - - -� — — BNUMBER J L .— _ _ _ _ _ - - _ _ — _ - - - _ _ — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - _ _ _ _ - - - - _ � - - _ _ _ - - - _ _ _ - _ _ _ _ _ _ _ _ _ - _ _ - _- - _ -L _ _ _ _ _ _ _ _ _ _ _ - _ — _ _ _ _ J w 2016023 UNIT 2 7 82-5 UNIT 2 8 Q SHEET NUMBER B-2 ALT-2 MAGNOLIA 2 HR SERRATION B-2 (MAGNOLIA) REAR ELEVATION UNIT 2 7 UNIT 28 DUET CLUSTER = WALL PER UL#336 �� _ Z I/4 11-011 (B- 2 ALT- 2 ) (MODEL B- 2 ) ELEVATIONS W 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED RIDGE VENT ASPHALT T RooF 5HIH5l E5 Z W E LINE OF ROOF o BEYOND® MASTER BEDROOM 12 PLYWOOD 5FEATH$6 U s ggf � n ] C) RIDGE VENT I W" 15#ROOFING FELT PAPER 0 C s OH B � INSTALL ICE t WATER SHIELD PER -� o IIG MANUFACTURERS 6° MANUFAGTURERS 5PEG5.TO ROOF FRAMING Co INSTALL E d WATER SHIELD T MAINTAIN PRODUCT WARRANTf. ;�' N>; PER 5PEGIFICATION5 TO MAINTAIN CARRY DOWN FRONT OF FASCIA- �n�;z_ OH MIN 4'TYPICAL Z U '� co uo PRODUCT WARRANTY O RIDGE VENT 12 12 0:40 ALUMINUM DRIP EDGE U Q c m 4 APPLY ICE 3 WATER SHIELD IN NOTE: +/- ti 2co FAIR I^EATHER WHEN THE AIR, 12, Go 61JTTER ❑ (� "' ROOF DEGK AND MEMBRANE 7 rz�12 RIDGE VENT 40°F(5°G) HIGHER ARE AT TIEMPERATURJE-5 OF 4/-) 5���LINE OF ROOF a 7 BEYOND® GARAGEA 71 =2� H `v - ALIGN FASCIAS 1 4GREAT ROOM _ _ DIN AREA 1,-p„ _ _ BE - #2 p PLATE HT. - - - tnnrl -- mrlri PLATE HT. pH \ PLATE HT. Z O I-4 10"AZEK APPLY ICE t WATER SHIELD IN U OH. I i I _to-� i I i i 1� FRIEZE BD. FAIR WEATHER I - i I i i 2'-0' W�THE AIR,ROOF DECK AND � I I I I MEMBRANE ARE AT I- I I I I I \ O 0H. TEMPERATURES OF 40"F(5'G)OR � � I I I I I I � HI6HH2. Z = I I I I i t s O 10" SQUARE HB86 PERMA U CAST COLUMN#46382 W/ ----- I I I I CL Q I i i i -TYVEK OR �6L E SIDING o FASCIA BOARD AZEK BOARD w/2"SOFFIT GONT. O SQUARE FLAT GAP d I I _ '1Ab'055 51-EATHIN6 VENTING OR VENTED BASE (OR EQUAL) - I I - CORNER GOLUMN TO BE -- i i i i -2xb WOOD STUDS® I6"O.G. SIT O m PROVIDED W/SPLIT KIT -- i i i i 4 -b'R-21 BATTS Z I I I I - DETAIL 2 ❑ FIN. 15T FLOOR I i i I _ _ _ _ - i i i i _ _ FIN. 15T �� w ELEV.+0-0 - - ELEV.+a-0' SCALE: 1 1/2 = 1'-0" 2 - 1mi- - - - - - i I bxb P.T.PoST WITH I I 10" 5QUARE�IB46 PERMA J I I I 51MP50N BG52-3/6 I ( CAST COL"#46382 W/ I I ~ P05T GAP ANCHOR 4 I I 5CWARE FLAT CAP d I I O 51MP50N ABU66 WALL® GARAGE ^ w WALL®GARAGE BASE (ORE AU- w w eFO BEYOND P05T BASE(TYP- I IBEYONDCORNER GOL TO BE Q"(R-30)BATT + "(R-Ig)I I I I I ALL COLUMNS) I I PROVIDED SPLIT KIT I I o BAITS = GOMBI INSULATION 6' (R-Ig) BAITS U 1 if I I cz VALUE OF(R-4 NTINUOU5 ABOVE E"—I I"AZEK SHI�TIN6 pp I I I I I i I DONT.BLIND FLASHING ❑ w O BASEMENr _ I I I I I I I I I _ _ _I _ _ _ BASEMENT 2"x 6"NAILER-LAB - - - - - - - - - - - - - - - - - - - - - - I - BOLT TO VERT L- - - - - - - - - - - - - -- - - - - - - I- - - - - - - - - - - -- - - - -I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -1 - - - - - - - L- - - - - - J- - - - - - - - - - J W/�" DIA Xb"LBOLTS ) LEFT END ELEVATION 2020 NY5RG- 62427.8 (503.8) 2'x 6'RR® tb" I I 2020 NYSRG- R312.2.1 1/4° = 11-0° I I H U VENTING SYSTEM TERMINATION LOCATION: IN DI^ELLIN6 UNITS,MERE THE TOP OF THE 51H OF AN " I I a° (R-30) BATTS W THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH OPERABLE WINDOW OPENING 15 LOCATED LE55 THAN 24 UNIT 2 8 2"x 4"SOFFIT BM5 I I w AN INPUT OF IOp00 BTU PER HOUR(3KW)OR LE55 SHALL ABOVE THE FINISHED FLOOR AND GREATER THAN 72" BE LOCATED AT LEAST 6'FROM ANY AIR OPENING INTO A ABOVE THE FINISHED 6RADE OR OTHER SURFACE BELOW ® Ib"OG I I U BUILDING,AND SUCH AN APPLIANCE WITH AN INPUT OVER ON THE EXTERIOR OF THE BUILDING,THE OPERABLE WINDOW HEADER PER PLAN I I 0 IOp00 BTU PER HOUR BUT NOT OVER 50poo BTU PER WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: MODEL B 2 (MAGNOLIA) HOUR 5HALL BE INSTALLED WITH A g INCH VENT 'c OPENIN65 THAT WILL NOT ALLOW A 4 INCH DIAMETER - TERMINATION CLEARANCE,AND AN APPLIANCE WITH AN SPHERE TO PASS THROUGH THE OPENING,IN ITS LARGEST INPUT OVER 50,000 BTU PER HOUR SHALL HAVE AT LEAST OPENED P05IT10K A 12 INGH VENT TERMINATION CLEARANCE.THE BOTTOM OF "'FALL PREVENTION DEVICES THAT COMPLY WITH A5TM F THE VENT TERMINAL AND THE AIR INTAKE SHALL BE 2080 TRM50M WINDOW LOCATED AT LEAST 12"ABOVE GRADE. (THE WINDOW OPENING CONTROL DEVICE AFTER I I BEDROOM #2 OPERATION TO RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO FULLY OPEN,SHALL NOT REDUGE THE NET CLEAR OPENING AREA OF THE WINDOW = UNIT TO LE-55 THAN 5.f 5QUARE FIST. s' 2"x8'® Ib'OG FOR SEAT r - - r• ti - N co vi LINE OF ROOF Q ¢ ry o r Ci � m N Ii N N -: 7 r SPRAY FOAM INSULATION 5.751 _ RIDGE VENT 12 BEYOND BEDROOM DOUBLE-HUNG WINDOW I I TO COMPLETELY FILL SEAT CAVITY (2)2"x8"® END W/A35 AZEK SHEEIiNG ON SIDES INSTALL IGE d WATER SHIELD 51MP50N CONNECTOR LINE OF DORMER OF DORMER TYPICAL 12 PER MANUFACTURER'S ROOF OVER 6ARA6E 5.75 SPECIFICATIONS TO MAINTAIN ROOF BEYOND 51MP50N H2-5A CONNECTORS PRODUCT WARRANTY I`x 12"AZEK TRIM z z RIDGE VENT 12 RIDGE VENT BD U' 'GYP BD g g m n. 7 NO1E: z zzozzz NLL I-oui 3/4"Td6 0513 SUBFLOOR- w cn rn ¢ co � g J APPLY ICE d WATER SHIELD IN o 0 o Foo w OHCL NIIN 3.5 12 _ FROOF DECK ANDD MEMBRANE w 5 w� - EXPOSED LOW GDR ARE AT TEMPERATURES OF 7/I6 055 SHEATHING U� SCREWED-RUN w 5 5 GONTINUOU513ETYEEN PLATES 1'-6" AT EXTERIOR WALL LINE OF GARAGE 40°F(500)OR HIGHER m RODE BEYOND 1x8 FASCIA Bb. FLUSH ROOFS 2X12 FLOOR N 8"AZEK - - - - - - JOISTS® Ib"OG. o_ 6„ i FIRST FLOOR LINE __�_ N FRIEZE BD. _ _ _ _ BEDRM#2 I-0.. BATH#2 _ _ _ __ _ _ _ GREAT ROOM 1 PLATE HT. - - -- - — i i OH. PLATE HT. lulrl nolo PLATE HT. I z ;y It OH I l_ I T 71T > Y 2 I ( I I a EXTERIOR WALL - \ / i i i i J;: I - 10"SQUARE HBd6 PERMA -HARDIPLANK 5HINOLE SIDING I I I o I CAST COLUMN#4b382 W/ I I B2-I Z Q -TYVEK OR EQUAL o x i i i i o =' _ I I SQUARE FLAT GAP ` — — — — — — — — — — _O 4 -7/Ib"055 SHEATHING o I I I I I I BASE(OR EQUAU - i t 2 -2x6 WOOD STUG'S® 16"O.G. = I I I I ! I I FDI (R-13)CLOSED CELL SPRAY FOAM INSUL w " CORNER COLUMN TO BE L- -6'R-21 BATTS Q I I I = -— -- I I ALONG INSIDE FADE OF END.WALLS-FULL HT , � i i i i -; �--I __ -- PROVIDED W/SPLIT KIT i i OR DRAPED BLANKET INSULATION ❑ �I� I I = I I I I iu V -0FIN. 15T FLOOR i 1 i i __ _ i i _ FIN. 15T_FLOOR -'ELEV.+o'-O" _ _ _ _ _ _ _ _ ELEV.+0'-0' 0 m - - - I 10"5QUARE HB46 PERMA I I bxb P.T.POST WITH I I - - I - - - —% I - - BEDROOM #2 BAY DETAIL I z CAST COLUMN #46382 W/ I ( 5IMP50N BG52-3/6 I I I m SQUARE FLf T GAP 4 I I P05T GAP ANCHOR d I I I I 1 1'-0" B2-I.I W WALL® GARAGE BASE (ORE UAL) - 51MP50N ABU66 WALL® 6ARA&E o T E BEYOND I I CORNER CO UMN TO BE I I POST BASE(TYP- I I I BEYOND I U �G\S ��,9 = I I I ( ALL COLUMNS) I I I ( EDI - NR0° RT\ Q PROVIDED SPLIT KIT 4 � � axr C' I I I I I I w �._� � m n .�r I I I I I I I I I p �' 7 � BASEMENT I I I I I I I I I BASEMENT ❑ - -- - — I- - - - - - I-- - - - - - L — — — — — — — - - -r -- - -- - - - -- - - - L- -- - - -- - - -L- -- - - - -L - - - - - - - 1- - -- - - - - - - - 1- - - - - - - - - - - - - - - - - - - - - - -I- - - - - - - - -� - - - - - - - J -- - - - - -I- - -- - - - - - - - - -J JO NUMBER yEND . . 016023 UNIT 2 7 �I C�T W 1/4 = I -0 UNITS 2 7 (B- 2 ALT-2 & DUET CLUSTER = SHEET NUMBER u iu )B - 2 ALT- 2 MAGNOLIAz 2 8 (MODEL B- 2 ) ELEVATIONS WB2 - 1 . 1 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED 2 HR 5EFERATION ?1-0 HALL PER UL#336 Z ca'' = CHEEK -7 38'-b" 38'-6" w 1""1 E LHALL® UNINE OF FIT 27 13'-0" II'-2" 14'-2" 14'46" II'-2" 13'-0" q U � Z .� L O A I O o 82-5 U •� = s co •� Qom 2" - N Q � O 4 I z (.� p�� � to L x u)=p M 8" 12'-10" 8 Io'-0" 4'-11" 4'-4"M.O. 4'-11" I 5'-3" 4'-4"M.O. 4'-II" l0'-0" 8» I2'-10" Q Q w a m o U O `2 4 Q v = ti co coo UNEXGAV. ❑ U "' Q d 4 I 4"P.G.SLAB WITH bxb, UNEXGAV. I q 2 10/10 W.W.M.OR FIBERME5H. 4"P.G.SLAB WITH bxb, q FD1 8" b" MIN.3500 P51 GONG. ( a 10/10 W.W.M.OR FIBERME5H. I FDI FDI I 4444-, MIN.3500 P51 GONG. b» 8 2 HD FD1 I EORE55 O o I 4444-, 4 I HINDOW 4 HD - I E64RE55 I HD r 2x12 FLOOR JOISTS O WINDOW ® Ib"O.G. 2»x 10 I F- 4 I » p O 8, - LAB SEAT U 2x12 FLOOR JOISTS ~' 71 HD _ ® Ib"O.G. N 2 O 4'HIDE J015T--, - HD F- 25LAB SEAT FD I 4 SEAT.T.O.SEAT Z �I wl ELEV= (-)I'-I�" Q o O 4"HIDE JOIST 2 0 Ho m 2'P.G.FOUNDATION WALL SEAT.T.O.SEAT I U FD 4 WITH DAMPROOFIN6 ON 4 Q ELEV= (-)I'-I ' ( �� I 14'-8" I 9'-4" FDS I 13'-2" 24"x 12"P.G.FOOTING 10" 2'-0" `° O Ln 11-- 12"P.G.FOUNDATION WALL I I I o O. Z m u; WITH DAMPROOFING ON 4 I 10"P.G.FOUNDATION 2_0 10" 24"x 12'P.G.FOOTING 13'-2" I FDS q'-4" 14'-8° WALL WITH DAMPROOFIN6 I I I � S GO UMN f DIREAPPLV IANGE GLEARAN E 10, ON 20"x lo»P.G.FOOTING ON "x 30"x I "DR PG APPLIANCES SHALL BE INST kD ❑ 4 4 I I I -T.o.W.ELEV. = o-0 T 1� D 10"P.G.FOUNDATION F 6 N NJ WITH THE GLEARANGE5 FROM `..I.., PI GT VENT HEATING EQUIP. '- T HALL HITH DAMPROOFIN6 J UNPROTECTED COMBUSTIBLE 4'HIDE HD APPLIANCE CLEARANCE 3 IA �- I ON 20N IO"P.G.FOOLING • LIANGES SHALL BE INSTALLED ON "x "x 12" PG " (� MATERIALS A5 INDICATED ON T1IfE TOR SEAT. » WI THE CLEARANCES FROM FT6 N.0 ) -T.O.W.ELIEV. = 0-0 I L_ APPLIANCE LABEL AND IN T{{E TOW ELEV= 4 WIDE UNPROTECTED GOMBU5TIBLE J- �) I J I ® I MANUFACTURERS IN5TRUGTIO JOIST SEAT. JTERIAL5 AS INDICATED ON THE TOW.ELEV= (-)1'-1)1" AWLIANGE LABEL AND IN THE L J �� Q ( I I = MANUFACTURERS INSTALLATION I I -2 I Q O PROVIDE FRESH AIR IN O .». IN TRUCTION5. 00 0o I I T.O.W.ELEV= (-)I' I " I I ( ( I Q TO MEGH EQUIP PER GO 2x12 FLOOR JOISTS I L_ —1 J 2x12 FLOOR JOISTS I j • 4IDE FRESH AIR INTAKE p o I cz ® Ib"O.G. ® Ib»O.G. CD GH EQUIP PER CODE Ci r- 2-0 HD Io 2x 2 FLOOR JOISTS I 2x12 FLOOR JOISTS � I I I I m V J ® I6"O.G. ® 16,O.G. ❑ 21-011 L- J 13A5EMENT 5 AB L J 1 ^ O IF- 7 � = 8 '4'P.G.SLAB(MIN.2500 P51 GONG) • /� I o � FDI X � * I .POLYETHELENE VAPOR— I 1 L_ J BASEMENT SLAB \\ L J �— —� �� I I N BARRI *TAMP E FILL TO q5%DENSITY FD1 I *D P.G.SLAB(MIN. P51 8 I I Q J — 66 DOb MIL POL VAPOR FDI — —BARRIER 14'-2" x 5'-0" 8'-0" 10" o *TAMP d FILL q5%DENSITY \ I I o Q p �� L_ o — J L — u,I UNFINI D BASEMENT 15' 0' - "` 14'-2" I tLo"— i •8'-0" IUNG HT. TYP. BEAM POCKET _ _ _ WRAP END5 OF GDR i-�-` -i FOAM I ALONG INSIDE CELL Y I >^v ALUMINUM AT Z TYP.BEAM POCKET UNFIN15HED BA MENTL FA .WALLS-FULL HT L J POCKET OR PROVIDE WRAP EN05 OF 6DR 7 *&'-0"CEILING �— _ —J — T - _i,- " DRAPED BLANKET 1/2" AIR 5PAGE ALL W/ALUMINUM AT *(R-13)GL05M SPRAY — - — L_ J CATION 3 FOAM INSUL AL IN51DE *ALL EXPOSED HOT WATER 0 SIDES OU POCKET OR PROVIDE 5'-4" 10.. L_ —I FACE of FND. FULL HT PIPING NO/OR HEATING DUGT5 p 5 DE5AIR 5PAGE ALL DRAPED BLANKET L J — — TG�TED AS PER N.YS. O Lu Q ALL EXPOSED HOT WATER (Y » ' x C� 4"WIDE J015T 101, 5-4 \ w PIPING AND/OR TING DUCTS -(2)2X12 - - - D.O. SEAT.T.O.SEAT Q TO BE INSULA N.Y.S. �I u� Q ELEV= R �- CODE. 2x12 FLOOR 5 5 _ N 4"WIDE J015T \I D.O. - - - 12 FLUSH- — ' X16" `� /4 x-q-I/ " HD SEAT.TD.SEAT - - ELEV= (-)I'-I " 4 I `� 4._ �" J -L�/C 61�E L_ J TD.H. 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I'-8" I'-4" I b'-0"M.D. I-0 LINE OF FRONT ; G FD1 FOUNDATION WALL® BEDROOM#2 UNIT 28 W � U a � El 0 UNIT 28 A UNIT 2 7 62-5 Ct 2 HR 5EPERATION JOB NU BER B-2 (MAGNOLIA) WALL ER UL 336 B-2 ALT-2 (MAGNOLIA) w2016023 GENERAL GONTRAGTOR5 AND 5UBGONTRAGTOR5 TO REVIEW THE-5E U) SHEET NUMBER HD= HOLD DOWN MULTIPLE LVL GIRDER CONNECTIONS: GON5TRUGTION DOGUMENT5 UPON REGEIPT FROM ARGHITEGT AND UNIT 2 7 UNIT 2 8 DUET CLUSTER, zB2 � 2a FOR ALL MULTIPLE L1/L 6IRDER5, LAG BOLT REPORT ANY AND ALL D15GREPANGIE5 INGLUDIN6 ANY DIMEN51ONAL FOUNDATION PLAN A6=ANCHOR BOLTS® TOGETHER w/ I/2" BOLTS © 2'-0" O.G., 2" MIN, CONFLICTS, IMMEDIATLEY TO ARCHITECT FOR GORREGTIVE MEASURES AB- 2 ) FOUNDATION 6ARA&E 51MP50N FROM TOP BOTTOM, MIN. 4" FROM ENDS PRIOR TO GON5TRUGTION. DO NOT 5GALE DRANIN65. DIMEN51ON5 1/ = - (B- 2 PLAN V7 STRONG WALLS 5HALL BE GALGULATED AND NEVER 5GALED UNLE55 OTHERN15E NOTED. o COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED CL 2 HR 5EPERATION WALL PER UL#336 _ ^^ ,, 36-4" 38'-6„ — - - — — — — -0.0- Z W Ilk 10" 5QUARE HB46 PERMA I 6x6 P.T.P05T WITH w E I I 51MP50N BG52-3/b P05T c bxb P.T.P05T WITH — �p —_ - 10" SQUARE HB46 PERMA CAST COLUMN A CAST COLUMN#46382 W/ I 14'-2" GAP ANCHOR 4 51MP50N 5QUARE FLAT GAP 4 BA5E U 51MP50N BG52-3/b P05T #463912 W/SQUARE FLAT GAP 4 BA5E B2-5 i I i ABU66 POST BASE(TYP O ^� GAP ANCHOR 4 51MP50N I I4'-2" I I (OR EQUAL..) - CORNER COLUMN TO BE 2" Q (OR EQUAL) - CORNER I COVERED I -ALL GOLUMNS) o V 6 ABUbb P05T BASE(TYP I PROVIDED W/SPLIT KIT o COLUMN TO BE PROVIDED �I ALI6N TOP OF PORCH I I Z r -ALL GOLUMN5) 1, 1, „ W/5PLIT KIT „ I „ 4 O Q„ 2-0 131-211I I 0 14 2 14 6 I I-0 �� 13-2 I 2'-0" o U � -= CO COVERED ALIGN TOP OF I� (2)3016 TR o (2)3016 TR (2)3016 TR (2)3016 TR la _ U � TRANSOMS (2)3050 DH (2)3050 DH (?)3050 DH xi DI I cD c ' 4 o (2)3050 DH o PORCH ®V-0"HD HT - ® 6-0'HD HT ® b'-0'HD HT ® b'-0'HD HT y 14 z b'-1" b'-l" 5'-b" 5'-6" b'-10" l'-4" l'-b" b'-lo" 5'-6" b" b'-1" b'-1" Q Z V a� n od �x I 2r - - -�r — — � 1Q W� MHD L — 'Z— JL - - - J HD I n to yco I ILn 0 ❑ _ °° I 1 '51016 TR D1 r — — r —� — -1 1q 4 FO — 4 (2)2X10 HDR 3016 zo 6080 5 6L.OR W/ I c HD L - - - JL — — J HD 1 - - - - - - m la ® '-0'HDHT 2 611 a DI I 1 r = r _ I Soso Off ( ) I IDELIOHTS I I a i aOIbTR HD L - - `° L - - - J DI o I 1 ' 4 1 60910 5L. 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OR W/ bl Ib TR (2)2X10 HDR la o 0 % ROOF TRU55 61 _�—_ TRU55 6180E R I I (2) Ib" 51 LI6HT5 N ® b'-O"HH I cn _ - - - - _ _� — — — — — — — o i I 3050 DH I - DI r _ r _ _- Q I (2)2X HDR L J — ,., / � II'-0"GEILIN6 r ROOF TRU55 GIRDER _ N_ ROOF TRU55 61RDER L — �° — J HD BREAKFA5T — _—� :0 525 x I 11/8 L HDR Hf - - - - - e " DI f= — — � — — —_ice — �� J � II'-O"GEILIN6 � \ (2)2X HDR I\� — �/ — — — — — — — — — — — — — U , BREAKFAST \ I I 14-0 I 2-0 4-2 31-011 14\ / 4 , II 4 I p I p O T27): 111/5'LVL HDR AREA \ / 0/1 2616 TR® U 2852 DH � m F - b" 14'-0" 3'-O" 4'-2" 2'-O" 4' I 14'-0" 1 4 I I I I DI L J 8'-0"HP HT, c~n 2816 TR® I 21 'G I I I 13'-0" Y CEILING ( ZO 2552 DH I I I I MA5TER EDROOM I -- v 0 V-O"HD HT L J .� DI I I I i I I x II " PRE-f A13 1 13'-0"TRA GEILIN6 I I ( 1 0 I II-0 ILIN6 FIREP AGE O r -- I I MASTER BEDROOM I 1 I I I I L--JI 6REA ROOM LL Ln 4 I F- MM HD II'-0"G ILING II I I I I -2 I I ,h V Z ` ' J FIR GREAT ROOM 1L--J I Z I .�� I I I I 11 'CEILING zp 4Qji FI LACE I o - I - I I 1 0 CC K TGHEN 1 ' DRS ❑ u m I 4 °N II'-0"GEILI I I I I I I I RAISED HEARTH �••� TEMP 6LDR5 KITGH N I I J- -- - - - - - - --\ I I I RATS D HEARTH I I I i 41 /5 4 5'-0" 4' 3`h4" 4" 1 b'- ' 4 b" m �- - - - - - -- --� I 4 IM--I 2616 TR® o O 4.1 6' 6" 14 31I� 4" 5,-0„ 4" 5,-0 \ 4' ? — — — 2as2 vH ., 4 2516 TR® 10' 'CEILING �W r"1 cv a O I V HT 2&52 PHI I ry �� — — — b� I 10'-0"CEILING WI GL 4 -0 41-211 12 Q 8 tib I WIGL I ti`0° ��e LIN. 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I I GOVERED 11-01 — —� 5-0 — — — I 0 `� e d o TUB "x I fl I NOTE : I iORGH I ,- DI 5016 TR la GOVERED I X a-0 50. 5HWR PAN TEMP.6LA55 1 4)2x6 P05T 2868 INSULT' - Il'-0"GEILIN6 cn 5016 TR , " PTN ON 2X4 FOYER N " I 3080 EXT INSUL DR I I 5-4 W/(2) 12" r DI I I NOTE 5: 1I T RATED W/ F 51DELI6HT5 r (3) 2x6 HDR Iii I PORG4� I D KNEE WALL45 F11 ^� ;0 3080 EXT INSUL DR ~ II'-0"GEILIN6 I I I I n n r � 266b IN5UL DR- TEMP. GLASS I I CLOSING LGE - 6„ 6' _ �- M o r. „ FOYER 'I 1' 3'-4• 4, IO,-0.. 1 -4,. m w �; m W/(2) 12 5 4 I I 45 MIN.FIRE PTN ON 2X4 I i ¢ N N N M h r 51DELIOHT5 cv RATED W SELF I1 (4)2x611�5T Cot KNEE WALL II 6x6 P.T.P05T WITH p � N N Cl) tai " 6„ CLOSING DEVICE I OOF TRUSS GIRDER _ I _ HD 51MP50N BG52-3/91 P05T m bxb P.T.P05T WITH 2 I" 3'-4T" 1 6 101-01, 4 3=4 r T I-i GAP ANCHOR 4 51MP50N 51MPSON BG52-3/6 POST � CO2 (4)2x6 POST I I I AW66 P05T BASE(TYP GAP ANCHOR 4 51MP50N HD K ROOF TRU55 61 R T I ® LAY o -ALL COLUMNS);;� ABUbb P05T BASE(TYP - - - - - - - - - - - - I I TWO GAR GAR IE 50wC w m ALL COLUMNS) ((I +'4"PL.SLAB(MIN.3500 PSI NGS GL Q © DI m la WC LAY ® 1 1 R9LOPE 6ARAW6E ITH 5LAB0/DOYJtI Q 10 N 6" 3'_4" 4 4'-b'� 4" EF 5'_91" b" 3030 AWN g Z m - SD I I = TOWARDS 6ARA6E DOOR I 10'-0'CEILING ® 8'-0'HD HT 66 z m m a v► Q CL TWO GAR GARAGE 5 I 11 o "i'TYPE'x"GYP BD ON GARAI �� BATH #2 © m o 0 o F o o Z c w 3030 AWN b" b'-6"©EF u' 4° 4'-b 4, 3'-4° 6" Q •4'PG.SLAB(MIN.3500 P51 GONG) 1 N WALLS 4 GEILIN6 1 m 5co to � > 5co co aE- ® a'-0"HD HT 6 REINFORGED WITH 6xb,10/10 W.W.M. FIN-2 (1 +'J'TYPE'X'6YP BD ON INT OI4I�IVIN6 0 w � cn 10-0CEILING s�8 *SLOPE GARAGE SLAB DOWN 2 c� I I 5PAGE COMMON WALLS TO 6A6E w a5 a5 U m © BATH #2 TOWARDS 6ARA6E DOOR o I `° * 'TYPE'X'GYP BD ON GARAGE I= 1 ® m • g WALL5 4 GEILIN6 I I IN 3 1 I� z 5D 0 Iq o HD `t b� q"TYPE'X'GYP BD ON INT OF LIVING I I�y I I. Q GL. N '191 SPACE COMMON WALLS TO 6ARA6E 1 I^ry 1 I L ,�, DI r S N N 6'(R-21)BATTS `n v DI GL 4 ®5D III -I � II'-0"GEIL NG 1z DORMER WALLS ENERGY NOTES i1' 6"(R-21)BATTS Iq I 1I ABOVE 1 1q BEDROOM #2 0 - ALL CONSTRUCTION SHALL COMPLY WITH THE 2020 ECCCNYS _ II' "GEILIN6 �? 2 DI 4" I I IS'-0" I I DI 6" 12'-0" b" 2'-b" ° O W RESIDENTIAL PROVISIONS. g BED ROOM #2 Ia FW-2 - SEE SHEET T-2 ENERGY CODE NOTES N 1101.10.1.1 - N 1104.1 p JHD : 2'-6 b" 12 0" 6° DI 15 0" la 4" -� I :0 16010 OH DR I iy I W p ^ w f-+1 I 5 1/4"x 16'LVL HDR HIP '' r 16010 OH DR ;fl 0/21 0/21 Z v `� 0 — — _- - _- - _- - 2020 NY5RC- 62421.8 (503.8). '' HD 5 1/4"x 16"LVL HDR HD v O 4 VENTING SYSTEM TERMINATION LOCATION: 1 O D/21 DDI1 J 0 (2)2X10 HDR � 0 1 w O THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN INPUT OF I 10,000 BTU PER HOUR(3KW)OR LE%SHALL BE LOCATED AT LEAST 2-1. d DI HD HD ❑ b"FROM ANY AIR OPENING INTO A BUILDING,AND SUCH AN J r — — — �r — — — i OAPPLIANCE ER 50 E WITH AN INPUT OVER BTU PER SHALL BE INSTALLEBTU PER D W�A a NCH e 5ENOT AT a — — — — — — — (2) 3 0 DH J — — — — — w L — (2) I6TR_ _ VENT TERMINATION CLEARANCE,AND AN APPLIANCE WITH AN INPUT HD HD _ (2)2X10 HDR � � la I= } OVER 50,000 BTU PER HOUR SHALL HAVE AT LEAST A 12 INCH VENT z m TERMINATION CLEARANCE.THE BOTTOM OF THE VENT'TERMINAL AND r —� r — — — MODEL B-2 BEDROOM z THE AIR INTAKE SHALL BE LOCATED AT LEAST 12 ABOVE GRADE. DI L (2)3oJ TR — — J A #2 WALL BEYOND Z4 Q (2) 0 DH la B2- 0 8'-0 HD HT DI 1 V5 p o m 4'-0" 4'-0" 4.. W :.................... 2020 NY5RG- 83122.1 2'-6" a'-0" 2`-6" I-0, 16-0" R.O. 1'-4" �r7 Ib'-0"R.O. I-O, IN DWELLING UNITS WHERE THE TOP OF THE 51LL OF AN OPERABLE 7r Ir WINDOW OPENING IS LOCATED LESS THAN 24"ABOVE THE FIN15HED " FLOOR AND GREATER THAN 12 ABOVE THE FINISHED GRADE OR r ,- �, m m OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING,THE 2=6" 2'-6" 13-0 I b=6 I b=4 13=0" 2 b 2-b 2-0 W o r n OPERABLE WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: ,'I 7Z 2'-O" 36'-8" 38'-4" •OPENINGS THAT WILL NOT ALLOW A4 INCH DIAMETER SPHERE TO cn PASS THROUGH THE OPENING IN ITS LARGEST OPENED P051TIC4. 211 FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F 20aO FLOOR PLAN FLOOR PLAN ❑ ��wYo�� (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO UNIT 28 1 UNIT 2 7 RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO FULLY „ , „ ,� ........ . ....................... �2 HR 5EI'ERATION 1/4 -1 -0 OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING AREA OF THE B-2 (MAGNOLIA) 1/4 =1 -0 LIVING AREA= 1,575 5Q. FT. $-2 ALT-2 (MAGNOLIA) LIVING AREA= I,5Q9 50. FT. OB NUMBER WINDOW UNIT To LESS THAN 57 5WAR_FEET. GARAGE AREA= 377 SQ. FT. I-PER UL#336 GARAGE AREA= 377 5Q. FT. COVERED PORCH AREA= 250 5Q. FT. GOVERED PORCH AREA= 250 5Q. FT. w 2016023 NOTE R: NOTE 5 EF -EXHAUST FAN' " SHEET NUMBER ONE CARBON MONOXIDE ALARM IN NEW ONE GENERAL CONTRACTORS AND SUBGONTRAGTORS TO REVIEW THESE cn AND TWO-FAMILY DWELLIN65,TOWNHOU5E5 STAIR MANUFACTURER TO MULTIPLE LVL 61RDER GONNEGTIONS: 5o GFM INTERMITTENT OR NOTE V: GON5TRUGTION DOGUMENT5 UPON REGEIPT FROM ARCHITECT AND UNIT 2 7 UNIT 2 8 DUET CLUSTER = NOTE; PRE-ENGINEERED ROOF HD= HOLD DOWN AND DWELLING UNITS IN 6ROUP R-2 DESIGN STAIRS TO MEET ALL © 20 CFM CONTINUOUS *ALL DRYERS TO BE VENTED TRll55E5 W/ 12" MIN. HEEL BUILDINGS(CONDOS 4 CO-OPS)AND UNITS �IGABLE CODES AND TO FOR ALL MULTIPLE LVL 61RDER5, LA6 BOLT TO OUTSIDE AIR PER CODE REPORT ANY AND ALL D15GREPANGIE5 INGLUDIN6 ANY DIMENSIONAL ALL WINDOWS 5HALL BE REPORT ANY D15GREPENGIC-5 CONFLICTS IMMEDIATLEY TO ARCHITECT FOR GORREGTIVE MEASURES z ANDERSEN 200 SERIES " Q= TEMPERED OFFERED FOR SALE,IN THE IMMEDIATE AND CONFLICTS TO THE TOGETHER >^u I l2 BOLTS © 2-0 O.G., 2 MIN, ®2 CARBON MONOXIDE ALL WASHES TO BE (B- 2 ALT- 2 ) (MODEL B- 2 ) FLOOR PLAN HEI6HT5 (U.O.N.) @ 24 O.G. VICINITY OF BEDROOMS,ON THE LOWEST DETECTOR PROVIt�WITH DRAIN PANS PRIOR TO GON5TRUGTION. DO NOT 5GALE DRAWINGS. DIMEN51ON5 SHALLDE.516NED BY TRU55 ENGINEER GLAZING ARGHITEGT PRIOR TO STAIR FROM TOP BOTTOM, MIN. 4 FROM ENDSw FLOOR LEVEL CONTAINING BEDROOMS. FABRICATION. 050 SMOKE DETECTOR BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. wo COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED _ WOOD ROOF TRUSS SPECIFICATIONS: I6-2"GABLE WIDTH F- INSTALL IGE 4 WATER 5HIE1 0 PER NOTE: 5/8 INCH THICK ROOF SHEATHING IS TO 6x6 P.T.P05T WITHz __x MANUFAGTURER'S 5PEGIFIGATION5 TO MAINTAIN BE USED, WHEN ROOF TRUSSES ARE SPECIFIED I6-2"GABLE WIDTH 51MP50N 13052-316 P05T Q o w E PRODUGT WARRANTY AS THE ROOF FRAMING MEMBERS. GAP ANCHOR I SIMPSON - ABUbb P05T BASE(lYP � 2 NOTE � 5x6 P.T.POST WI1H -ALL COLUMNS) U ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING o 51MP50N BG52-3/o P05T — — — -- — O '~', APPLY IGE d WATER 5HIELD IN FAIR WEATHER WHEN THE AIR,ROOF DEGK LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN GAP ANCHOR d 5MP50N _ _ :? AND MEMBRANE ARE AT TEMPERATURI.S OF 40°F (5°G) OR HIGHER. PER SECTION 1605.3 OF THE BUILDING CODE. ABubb POST BASE(TYP —�)�-P• — D 0^ O PRE-EN61NE1=RED ROOF -ALL COLUMNS) 1I'-0" PL HT. 1 F- .�J cin r 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE - - - I I ( II'-0" PL HT. TRUSSES PER TRU55 MANUF STRESS DESIGN: D O-- (3 C8 P-T.-61RD5 12 12 1 i '� N o c D (EQUATION 16-8) II'-O" PL HT. A I I-° 1 I a s I'-O" ;= z 51MP50N STRONG-TIE D + L (EQUATION 16-9) II'-O" PL HT. I I ( B2-5 OR -I ( I OH. u) ._ MT5 5TRAPPIN5(LEN6TH5 VARY) D + S (EQUATION 16-10) I-0 1 12 12 i I,_O„ HATCHED AREA INDICATES (pl NO "R" i O Q III c M z CONTINUOUS WALL 5FEATHIN6 TO D + .6W (EQUATION 16-12) OR a a I OH. LOCATION OF FIRE RATED ROOF ►= 1 ULo 2 4 TOP OF TRUS5 HEEL D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) I I IRI 4 WALL 5HEATHIN6,4'-0"FROM NI I � M 1 NO "R" I ml I 1 1�I U M HEEL HEI& f VARIES-5EE TRI155 DRAWIN65 FOR D = DEAD LOAD, L = LIVE LOAD, S = SNOW LOAD, W = I� LL _ �I �2 HR SEPERATION Q � � ACTUAL HEEL HEI6HT5 LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL � WALL PER UL#336 BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30 P1 I I 1 5EE DETAIL I/FW-2 II'-0" PL HT. I � I n= OF ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND a ^m = I' SPEED (101 MPH BASIC DESIGN WIND SPEED) IN XI I`i 4 0 ALIGN FA5GIA5 oH. EXPOSURE CATEGORY B. I^� I II-O PL HT. I 1 1 VARIES 12 ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE �I IN L - - - - - - _ _��� — -1 IOHI' ALIGN FA5GIA5 2�1. FRAME NO "R" FOLLOWING DESIGN LOADS: — — _ _ \ TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND I NOTE "R" // / � — — _ _ _ROOF TRU55 BIRDER _ _ ROOF TRU55 GIRDER _ _0 LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD 1 , / ./ // / //ji 1 0 _ UP LOADS AS REQUIRED BY ASCE7-10 , TCDL = 15 _ _ 1 I _ /// / //// — — _ _ ROOF TRU55 BIRDER _ ROOF TRU55 BIRDER GUTTER PSF, BCLL=10PSF, AND BCDL = 10 PSF. PROVIDE I / (— ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE 1 i // // u) 2 NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. — — /j//j/ %%//j — — — I 12 Z 8'FASCIA BD B2-4 _ r— TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75°. 12 12 j%. 12 O o a F_ TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO I j//j/// ' /j/////. s °L O CT� VENTED VINYL SOFFITARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR ///j//j //////j ( �- `f' I Z (� V TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL pi / // � j//// � INCLUDE THE FOLLOWING INFORMATION: tx vI / . /j / Y GEIL. IN .BEAWN6 �t�j, 1. DEPTH SLOPE (IF ANY SPAN, AND SPACING. BELOW 2. LOCATION OF ALL JOINTS. —I I 3. REQUIRED BEARING WIDTHS. �Q� INT.BEARIt1IG TRAY GEIL. // /// / /// � 1 WALL BELOW // // ( I I OH. LEADER TO DRYWELL- TYP 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. I I 4.2. TOP CHORD DEAD LOAD. 4.3. BOTTOM CHORD LIVE LOAD. OH. 4.4. BOTTOM CHORD DEAD LOAD. ® I ® 4.5. CONCENTRATED LOADS AND THEIR POINTS OF 1 I // / ///// — — — / / , �" APPLICATION. / a / FLUSH ROOFS F_ W 4.6. CONTROLLING WIND LOADS. I I r �// /j/ j////// W 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR N(- — — — — / ///,/ / //�//// \ U DETAIL DESIGN VALUES FOR CONDITIONS OF USE. FLU5HROOF5 - 6. EACH REACTION FORCE AND DIRECTION. 1 // / / —_ — — 1 �? m (� 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, w -IF NOT TO SCALETHICKNESS OR GAGE) AND THE DIMENSIONED LOCATION �/ //// / ,� Q B2 -4 OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 TRU55 ID6E GA MIN THICKNESS GRADE A GALVANIZED STEEL I sV/ VENT INSTALL HALF OF o - Cn FASTENERS EACH o PLATES. END OF STRAP 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH I //// / // / TRU55 RIDGE W/ NT L H 9 MEMBER.CONNECTION REQUIREMENTS FOR TRUSS TO — AL1IL 6N TO 1 / // / /%/ — I 12 ~ o GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD ETRU55 RIDGE NT /// / / Z U SPLICES. / �`-�� 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. q '7`//�7` 1I'-O" PL HT. 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS °°° MEMBERS. ° sNp"SiRGN6 12. REQUIRED PERMANENT TRUSS MEMBER BRACING II'-0" PL HT. '/ / ° ° ° lib LOCATIONS. — — — 2 i/ / / /// // " S O ° / / /� ; ////// CARRY IGE d WATER SHIEL � s U \ .// /j/ / FOR MIN OF 3'-Ow ALL y I-0 O * TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH %/j///j j/ // DIREGTION5F"TER5EETl (3) 2X6 P05T o �\ // /// /// //' OF METAL d A7 ROOFIN6� ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND I O„ 5119'50N5TRONETIE MANUFACTURE OF MET,NL-PLATE-CONNECTED WOOD OH. MT55TRAPPIN6 TRUSSES SHALL COMPLY WITH ANSI/TPI 1. THE TRUSS (3) 2X6 P05T , ,////// / ///� pRgI f WATER SHIELD I- - S— _ — 14-10d DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY L �/j j//j j j/j// / ON ENTIRE ROOF FOR I _ `L CrOTALI A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF Q _ I �� I // j // /// ALLOW PITCH 12 NEW YORK. � r _ti ti_ _ * ROOF TRUSS DESIGNER TO ADJUST HEEL HEIGHTS — I I / 7 ROOF BRE — I- ( I w °o ' J O / /// / // J N 1- ¢ N N N M I� t�0 �fj U5E IN COMBINATION ONLY DETAIL 2 OVERHANGS, AND ROOF PITCHES SO THAT FASCIAS AND 1 N RIDGES ALIGN AS SHOWN ON ELEVATIONS AND SECTIONS. — / s TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH WHEN STUDS AND�RAETER..� I I THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT �� l� — // // // //� '0 1 DO NOT ALIGN NOT TO SCALEWOOD MEMBERS CLAMPED IN RIGID FIXTURES DURING NL �//j // ;j//j/// 5T LNG SEAM B2 -4 I I I 1 ,, , ,/ AL ROOF ASSEMBLY TO INSURE TIGHT FITTING JOINTS. I / // .; 6x6 P.T.P05T WITH * TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER '�N' �`F — —� 12 ui !/ / i//////� — ( 1 51MP50N BG52-3/6 ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. ( I I-� I +/- II n +/- II ,� /j / // /// ` - - ) ��_�-I (_ P05T GAP ANCHOR co z z /////// �/ _R OF 61- R - - - -— - - - - - IRDER' - - �14k THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND J // //// ////' ' /�� -� SIMP50H ABUbb m a g 6x6 P.T.P05T WITH ,�Y — — / / / / T _ ui z „ a OF ERECTING THE TRUSSES. THE CONTRACTOR13052-3/6 I — POST BASE(TYP m N o Z z z 0 NLr �x METHODS — SIMP50N I / z z /. z I- / ,: I: ALL COLUMNS o 0 0 � w / / 0 00 ) A ADEQUATE BRACING AS BEEN � i= SHALL ENSURE THAT A Q H B N P05T GAP ANCHOR d � / / / �-ROOF TRUS�rGI _ ROOF TR1155 RDER / / / DESIGNED AND INSTALLED TO PREVENT ROTATION AND IMP50N AN66 P05T C - — - ---}—- —- - - - - � /` / / // /� — J I�_0 5� 5 5 w 5m5 5 ° ¢ W W W J W W J BASE TYP-ALL I E �/ // / N PROVIDE LATERAL STABILITY IN ACCORDANCE WITH ( T / PR — I / I ° /. OH. / I ACCEPTED INDUSTRY PRACTICE SUCH AS THE SBCA COLUMNS) o � // /// /// // 51DEWALL ABOVE I co COMPONENT SAFETY INFORMATION (BCSI) GUIDE �� L j - BUILDING CO 0 ( CS) I'-0 �/ /// // // I o LOWER ROOF / / / 1 N TO GOOD PRACTICE FOR HANDLING, INSTALLING & I / // / /. OH. " / / �4 _11'-O" PL HT. N R / , 12 BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. / N v o / / / I —�~ PROVIDE APPROPRIATE CONNECTOR AT BEARING POINTS — _ OF ALL ROOF TRUSSES TO RESIST UPLIFT LOADS SHOWN j , // // r. c0 NOTE: INTERSECTING ROOFS I I 2 HR FIREWALL BELOW ROOF /// //// /��/ //i f �n I ON TRUSS DRAWINGS. / / /7, 1 / / I:;. WEAVE ROOF SHINGLES AT I I CARRY TO UNDERSIDE OF * TRUSS MEMBERS SHALL NOT BE CUT NOTCHED II'-0" PL HT. _ _ I �Q - / // � . ' INTER5EGTION OVER IGE SHIELD 1 1 I HIGHEST ROOF 5HEATHIN6 - DRILLED SPLICED OR OTHERWISE ALTERED IN ANY WAY — — NSS // ///j /// %� .::;:' ' I OTE 'Rll Z MEMBRANE - CARRY MEMBRANE= MIN. 24"II TYP. WITHOUT THE APPROVAL OF A REGISTERED DESIGN 'Sio ,/// +/ /// //� 11'-0" PL HT. w OUT IN ALL DIRECTIONS OF I 1 1,.1 " 'CF' - '�' / / / I 0 N PROFESSIONAL. o= //j/ /// // OH. a INTERSECTION I 1 - I * THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS = o -� NOTE R I 20'-3"HIP PL HT / / //// //j 12 I2 O m z AND METHODS OF ERECTING THE TRUSSES. THE _- -__- __ -__ -_-_ _- -_-_ -_-_-_- -_-___ f /// �/ / // I— —►I I 1�I o z I I I UJ< CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY IpH I T //j/ // //• I j _ / i - _ - x / / / / W UJ< I I W-1 BRACING HAS BEEN DESIGNED AND INSTALLED FOR THE .a ".::. w 11.1� I 1 Q- o ~ o o= o a'-0" FROM // / I F- v o INSTILLATION OF THE TRUSSES. 2444 DH IN o / if l Q_ cx - Z / - II N , WALL PL H . / / / GABLE END -I / / `:.:.16 aC „ — I I ROOF TRU55 cn " L / // , 6 I_ :':?.. ',.t .. ?,` ` : ,,::: � I 8-a P HT. O N I 1 I I 1 8'-9' PL HT 10-0 HIP WIDTH FIRST FLOd� / /j j j/OH OH ( `� I ABOVE FLOOR O Q — — -� w 1 12 12 I -. J., ( D HIP RAFTER, I +/- I I(— +/- II i////// / / _ ( O 51MP50N HGP HIP 5EE PLAN ( NI �*- //// / // j/// - tQ A N0 "R" I.-Oil I- CORNER TIE I \� -_ _ �/ //////%i OH. - �G _ - - - - - II I = 510EWA L ABOVE LOWER I'-o" I �� Ssy I //j/ /j/ FRAME 13'-8"DORMER PL HT II O" PL HE ROOF OH. 1 G �A I I'-0"PL HT. 4 j//j / pH. ABOVE 15T FLOOR ° S I OH. c� m ° I Qy NO 'R" S I I'p" I FALSE DORMER TO BE D 11'-0' PL HT. J OH. I BUILT OVER LOWER ROOF z Qq qQ ¢ a'-0 l PL HT. 4 o ° o o o ai II'-0" PL HT. II II - I - - :......... .�.....�5 .ER....:.. ........... 5EE DORMER PLAN AT 5'-2" S'-4" 4'-10" q'-O" p ��G oaE��y 00 6° 6 _oo 12 HR SEPERATION GABLE END DETAIL U ��N RTS�C'y II'-0"PL HT. I I '' $ WALL PER UL#336 ,orf `�G m 0 0 5EE DETAIL I/FW-2 J ('o ' �', Z n �/ //'��,�� M55 RIDGE W/VENT EXTERIOR HALL _ _ W_ --i AREA OF ONE: ROOF '�.A DETAIL 4 .... .. UNIT 2 8 IT 2 7 `0 ROOF WEAVE 3 UN BUILT OVER ANOTHER I � � 2`�810 TOP PLATE HIP AwYa�� DETAIL NOT TO SCALE B-2 (MAGNOLIA) B-2 ALT-2 (MAGNOLIA)B2 -4 CONNECTS ON 62-5 JOS NUMBER M 6UTTER5 4 LEADERS NOTE R: •. 2016023 ,� INSTALL LGE AND UNIT 2 7 UNIT 2 8 . ALL GUTTERS t LEADERS SHALL BE BAKED WHITE ALUMINUM .032 NOTE 0: NOTE 5: PRE-ENGINEERED ROOF W WATER SHIELD PER DUET CLUSTER Cl) SHEET NUMBER MIN. GAUGE, GUTTERS SHALL BE 5" SEAMLESS, 0.6. STYLE W/ ALL PRE-ENGINEERED OVERLAY PRE-ENGINEERED 5G155OR TRU55E5 W/ 12 MIN. HEEL ROOF PLAN Q MANUFACTURE'S ROOF TRU55E5 ® 24" O.G. HEI6HT5 (U.O.N.) @ 24" O.G. n=. RELATED 8� REQUIRED AGGE550RIE5. LEADERS SHALL BE MIN. ROOF TRUSSES � 24" O.G. �� � �� ALT- 2 - 2 x3 , .027 GAUGE wr CLIPS ANCHORS. CAULK SEAL ALL SPEGIFIGATIONS TO DE516NED BY TRU55 ENGINEER DESIGNED BY TRU55 ENGINEER DE516NED BY MU55 1/4 =1 -0 (B- 2 ) (MODEL B 2 ) Z JOINT5. PITGH 6UTTER5 MIN. I/S"/FT. PROVIDE P.V.G. REGEPTOR5 MAINTAIN PRODUCT NROOF PLAN 0B2 � 4 S" ABOVE GRADE TO REGEIVE LEADER5 (GL05ED GAP DE516N). HARRANTM E 61NEER w 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED OPTION#I -- DESIGN �����1\`�I Y �l�4®o ���� R 2020 NYSBG SECTION 1066-EXCEPTION 4: 48" MIN 48"MIN U ^ , 2 HOUR FIRE RATED RE515TANGE WALL ASSEMBLY MAY TERMINATE OPTION#2 SECURE ROOF SHEATHING TO G- UW RUNNER TRACK z AT UNDERSIDE ROOF SHEATHING IF FIRE RETARDANT TREATED 2020 NY58G SECTION " „ w SHEATHING I5 INSTALLED FOR A DISTANCE OF 4'-0'ON BOTH 51DE5 106.6-EXCEPTION 4: 2 G-RUNNER JOINT O -CAULK FOR E WALL RATING - 2 SIR. OF 2 HOUR FIRE RATED RESISTANCE WALL ASSEMBLY 2 HOUR FIRE RATED RESISTANCE SMOKE TIGHT JOINT OVER OPTION#I U FINISH RATING - 120 MIN. �i WALL ASSEMBLY MAY TERMINATE AT METAL EDGE FLASHING OPTION#2 O �� STC RATING - 6I (SER ITEM 7) 48 48 THE UNDERSIDE of ROOF NON-RATED 0 V ts SHEATHING PROVIDED THE ROOF 15 5E01RE WALL SHEATHING TO Q PROTECTED WITH 5/8'TYPE "X" G-RUNNER TRAGK TYPICAL ROOFING ZO GYPSUM BOARD DIRECTLY BENEATH ROOF TRU55 THE UNDERSIDE OF ROOF SHEATHING 0 'I� U >N� � AND 15 SUPPORTED BY 2 LE06ER5 ATTACHED TO THE 51DE5 OF ROOF RAKE BOARD-TYP - N} r ) 5 2 H STUD TRACK AN - - ,•.._. CAULK FOR SMOKE TI H "OPTION #2 -_ _.-.-.- -- FRAMING FOR A MINIMUM OF v,a?z_ ✓ . "'^.. i a Cl) JOINT T OVER OF 2 HOUR FIRE RATED RE-515TANGE TYPICAL SIDING L ,I L O Q w Cl) DISTANCE OF 4-0 ON BOTH 51DE5 z ` rn ..........r':.. ..,.. ..,..,_..........�,..,r,$ ,.. ................................ ROOF SES® 24 O.G. " X X o 7�, ...,..., i,,,......,.,..,.,..,....,..., ....,...,. .. `w. 2 TUD5 CONTINUED TO IDE A55EMBL . ' SNL Y ALLOW�ND-0 �._..- ..'�...,,,..`......, .N,.NY,. w,_, ,..,.... _.. - --..........__ __. �'--.^_•.......»:.».._,_`.. ,.�„_ HIDDEN METAL FLASHING: U ...._ _ ... -•• NG5 N R00 I "OF 12 VERTICALLY E 12 HORIZONTALLY Ln m I I WITHIN 4 2 �° U _ .. _.... __i. _ ^� R OF SHEATHING ❑ r °0 «,. . .. _._.,..«. ., ..,�., ....«........ " ..._____ ._ HOUR FIRE RATED RE515TANGE WALL C) I" Al SPACE EA. SID ASSEMBLY EACH SIDE.MINIMUM OPTION#1 2x4 LEDGERS W/ GLA55 B ROOF SHINGLE TO BE OPT #2(TYPJ (� � ~✓";�` 1 -j INSTALLED #2 Z 2"x2"x2 "LONG l..... C--- S:"�Sq°ro,,..:...,. ..-.r,S Y_..........7- : ti-♦_: y:r...-----•.«.«..v.....G�.. D. � � ., .063 USG ALUMINUM _ ' * �� •-�, '♦. �, �♦ INSTALESSLL °TREATED PLYWOOD 5HT6 `� BREAKAWAY CLIPS « 3,414AIj, SA {j % % GYP. BD. OR MINERAL LE55 THAN 30"BELOW FOR MIN 4HAN8'OUT, IF LOWER ROOF 15 ROOF 5- •. -`� WOOL FIRE BLOCKI TYPICAL ROOFING HIGHER ROOF SHEATHING TO TRUS 1 h CONT IGURATION A / � ( ) j3ATT - 6 ALUMINUM 3 12" R-3 ASW CLIPS OR .O/v3 U� - - .0 3 usG AL Z ? �;.T1~T4:�1''iF{}: �;Itt�?t� AREA �►ki'. R? "EC�N«�'�'�?�.. .. iT}t:{t* �, ' I„ ALUM ANGLE CLIPS �-----------T 'r ------ BREAKAWAY CLIPS O xJLx XJ L F- ,_ ......-- --_ ............_... .__. _ _.. AIR SPADE I AIR SPACE I DOUBLE H-STUD TRACK i"AIR SPACE D 1 4 1 !"'`� 5GREWED BACK TO BACK � % (2)PIECES 6.P.T K I"FIREGUARD r TYPE X 5HAFTLINER TER PROOF 1/2'GYP.BD c j j� by �, �,,, �,� :� ,f •�;, DOUBLE H-STUD TRACK SCREWED I°G INISH ON BOTH ww_w_ww.. .3 .._wwwww ` / ._. ,-w.,..,._,.w.�.. ...............:...� AGK w D FILL CAVITY AT FLOORS AND ' r;w••7•• I- .• - ........-- ...."�""«•••---'-•---- •' :�.-�,b 'r- �:-'� y., � BACK TO CEILING YJ/GYP. BOARD OR MINERAL BOARDS W/ DGBFIBERF � -'ww ww..w..w.... w ,, 5IDE5 AND EDGES U . ...... .. , ! rf ;• �t :; � `�. WOOL FIRE BLOCKING ),. �. ! 1 ir'ri : I f ti i I AIR SPACE ..«..._.« ................ -it--- ........::. ::3 1 2 H-STUD TRACK w " ...._ ..: ..:.�::.. Ln ..r.- Y.Y :.�.✓_:...y: .. ....... :.-_.' ..:....: (2) PIECES G.P. TOUGHROGK I •. «..... ......... .:....._6 FIREGUARD TYPE "X" 5HAFTLINER, p WATER PROOF BOARD..i�, i :,I `� - " S W/ 2x4 P.T.SILL PLATE zQji� � FIBERGLASS FINISH ON BOTH SIDESC) 1 h'•'G w•1,.11.. ' � �.w.1 � ♦'♦'J a�+1' •^w•�.J.ZL_�..... I �,.� , _ .a.,.,�..,____.«..... _......,_w..:.::. ' �.�.:--..._. ^..",. AND EDGES FIRST FLOOR -�--......... ' '�...,,,.. r---� 3.1411 AIR SPACE' ` ..... ` 3/4" T4G 05B SCREWED - RUN ✓� -::� ♦ Y RIM JOIST PER FLR JOIST MANUF. OPTION#I 2020 NY5BG SECTION 106.6-EXCEPTION 4: CONTINUOUS BETWEEN =::t - JOISTS PER PLAN FILL I"CAVITY AT FLOORS AND CEILING W/ ROOF 2 HOUR FIRE RATED RESISTANCE WALL ASSEMBLY MAY 4,� 1 �J�.r�,�.iA, J 4 +r �. w PLATES AT EXTERIOR ; ° _;��, GYP.BOARD OR MINERAL WOOL FIRE TERMINATE AT UNDERSIDE ROOF SHEATHING IF FIRE RETARDANT ~� WALL w _ (2) 2x4 P.T. SILL PLATE BLOCKING .063 USG ALUMINUM TREATED SHEATHING 15 INSTALLED FOR A P15TANGE OF 4'-0"ON ;S;i1 �SP.CD {•)I''litks;<'R4}'�1 ?.f!FlEP`.�I1 .; O •'"' BREAKAWAYG I L BOTH SIDES OF 2 HOUR FIRE RATED RESISTANCE WALL ASSEMBLY �► _ ,«...«................... .............j..".... ...... .._...•_... (R-13)CLOSED CELL SPRAY FOAM INSUL - i°� ANGH + # L j AIR SPACE : AIR SPACE � ...... r r,,-_ -- AIR CsP��CF ALONG INSIDE FACE OF FRO.WALLS-FULL HT ::r'y OR BOLTS (14 LONG OPTION 2 N ��'�� °� �'•:�;�' 3" HOOK,0" MIN EMBEDMENT) OR 2020 NYSBG SECTION Jobb-EXGEPTfION 4: OR DRAPED BLANKET INSULATION :: ;` ° ::; :fl I i_ t_- 31 IIxJ411 FI RATED RE515TANGE ASSEMBLY A TERM AT - ADHESIVE ANCHORS Hu 2 HR FIRE RE S I S TAN C E 2 HOUR RE 5T TED R Y TER L ® 24 O/G ROOF -RATED i �,/%�;�s1 � � , �•,�,y,4♦ ♦i� { 6, �1�,�;, WASHER P, THE UNDERSIDE OF � NON-RATED� SHEATHING PROVIDED THE ROOF m (� �r1 r r I �.,, 4 'li+` ;A •.�.,'; 1/f, f/:' ! (1)#4 HORIZ.REBAR ;', ° . ; ti 15 THE�DECT DE WITH F 5R 1b" TYPE X ING6YP5UM BOARD DIRECTLY BENEATH ❑ F T _ s :♦ =_ �). I RATED WALL ASSEMBLY DETAIL ,' �• t ti , ♦� ',' ?, AND 15 SUPPORTED BY 2 fy', ; �r',�,, 1 ;i j t; ;%�, , � `, (I)#4 HORIZ.REBAR® MID BASEMENT 4 LEDGERS ATTACHED TO THE SIDES OF ROOF FRAMING FOR A MINIMUM '�•, i ++ !`', �i : - '' ✓ HEIGHT OF WALL STORY 1 I F:',, -•, %' ', .: I .• •;� `' .,,.•�::-•- `�'Y' ° OF DISTANCE OF 4-0ON BOTH SIDES OF 2 HOUR FIRE RATED w ` SEE CLUSTER FOUNDATION PLANS FOR LOCATIONS RESISTANCE WALL ASSEMBLY.ALLOIW NO OPENINGS IN ROOF WITHIN � I�•y ; �,_��' '�.,, ;,�, � ,� , F�,..�,.•�+^5_..,r; N.T.S. `. 1'. `,,�,L F n 'A211 1 " . ; i 1:• : 4-0 OF 2 HOUR FIRE RATED RESISTANCE WALL A55EMBLY EACH ( ) i2 FOUNDATION WALL ON 24 �./ '-� TYPIGAL.BASEMENT SLAB SIDE.MINIMUM GLASS B ROOF 5HIN61LE TO BE INSTALLED. �.? :- fy, ( j� rc,� ♦y P.G. FOOTING *4"P.G.5LAB(MIN.2500 P51 j Y,. I `, ° . _ GONG)Zit',.4\;,ti i 7 '^+•,,,, 'i7•♦ ' isf...,L/...:yl.G..• ��y; ',,tiati;�••*i 9 '",.•.., AOb MIL POLYFITIRENE 5TG RATING ;`--� i i?�; ;J i :'_c _P_.•�♦4� ^ - tl` i ? ; • %; i I ti`°�,r' d VAPOR BARRIER OPTION 0 NYSBG SECTION 1066 EXCEPTION 4 `. j}�'/ ;' ; : ;. . . .-...,.. { •'- '}.� ;, '`` *TAMP t FILL TO 45%DENSITY USG BROCHURE 5A100 IRE RE-515TANT - �` ♦yi I►'�j't' f fr "�'�`-,•i '�.Z ` ?1��+ t} { r e ° ° ASSEMBLIES) 2 HOUR FIRE RATED RESISTANCE WALL A55EhBLY MAY TERMINATE AT OPTION#2 U MPER51DE ROOF SHEATHING IF FIRE RETARDANT TREATED SHEATHING z a a' ° 2020 NY5BG SECTION 10616-EXCEPTION 4: PAGE 22 (AREA SEPARATION WALL w };', w. ' i %, �•" , •.. , ,��; . 15 INSTALLED FOR A 015TANGE OF 4-0 ON BOTH 51DE5 OF 2 HOUR RATED IRE515TANGE WALL HOUR FI 2 �, • - ° ° 5Y5TEM5) FIRE RATED RESISTANCE WALL A55EMMY 2 RE 44. ° TEST#UL DES U341 UNDERSIDE OF ROOF NONRATED A55EMBLY MAY TERMINATE AT THE U O 48" q-gu P�ROATETM-GIIT�EDWITH 5�THE ROOF TYPE 6X IYSP��-UM 0 HORIZONTAL #4 ° ° °: AGOU5TIGAL PERFORMANCE = 5TG 60 " " o ° TEST#RAL-TL-88-350 BOARD DIRECTLY BENEATH THE BASED ON 2x4 FRAME WITH MIN. 3" UNDERSIDE OF ROOF SHEATHING AND 15 d MINERAL WOOL BATT AT EACH SIDE SUPPORTED BY 2'LEDGERS ATTACHED TO SEPARATION WALL: (Max Height - 66 ft) SECTION 1206.3 OF 2020 NY5BC- WALLS, THE 51DE5 OF ROOF FRAMING FOR A 2 HR FIRE RE S I S TAN C E PARTITIONS AND FLOOR/CEILING 2' H STUD TRAGK AN MINIMUM OF DISTANCE of 4 D Es,BOTH I. Floor, Intermediate or Top Wall -- 2 in. wide channel Shaped with I in. long legs, formed from No. 25 M56 galy steel, secured with Suitable ASSEMBLIES 5EPARATING DWELLING G U K FOR 5MOKE TI H OPTION #2 SIDES OF 2 HOUR`TIRE RATED RESISTANCE RATED WALL ASSEMBLY DETAIL WALL ASSEMBLY.ALLOW NO OPENINGS IN fasteners Spaced 24 in. OG, I UNITS FROM EACH OTHER OR FROM -JOINT T OVER ROOF WITHIN 4'-0"of 2 HOUR FIRE RATED 2. Metal Studs -- 5teel members formed from No. 25 M56 olv steel having "H" -5ha ed flanged Spaced 24 in. OG; overall depth 2 in. and PUBLIC OR SERVIGE AREAS SHALL HAVE 2 TUD5 CONTINUED TO U IDE ROOF 55E5® 24"O.G. RESISTANCE WALL ASSEMBLY EACH SIDE. g p g p p SEE CLUSTER FOUNDATION PLANS FOR LOCATIONS FW2 A 5TG OF 50 OR MORE. MINIMUM GLA55 B ROOF SHINGLE TO BE - N.T.S. F SHEATHING flange width 1-3/8 in. INSTALLED. a N N N 7 N ; 3. 6yp5um Board* -- Two Layers of I in. thick gypsum board liner panels, supplied in nom 24 in. widths. Vertical edges, of panels friction fitted USG AREA SEPARATION WALL SYSTEM UL# U336; PROVIDED 5TG=60 I" AI 5PAGE EA. 510 M into "H" -shaped studs. TEST#RAL-TL-88-350; STC = 60 G6G ING -- Type 5LX. T rPIGAL FRAME: WALLS (2) PIECES 6.P.TOUGHROGK I" UNITED 5TATE5 5YP5UM Go -- Type 5LX FIREGUARD TYPE x 5HAFTLINER, GYP. BD. OR MINERAL U56 MEXICO 5 A DE G V - Type 5LX. UNRATED WATERPROOF BOARDS W/ WOOL FIRE BLOGKI z co WINDOW FIBERS-A55 FINISH ON BOTH SIDES PROTECTED WALL: (Bearin or Nonbearin Wall) D EDS ASW CLIPS OR O(3 U iri z 0 rn a' a 9 9 ALUM ANGLE CLIPS 0 0 0 F 0 0 z 2 HOUR FIRE RATED RESISTANCE I„ AIR 5PA6E co � N ; 0 W a Q 4. Wood Studs, -- Nom 2 by 4 in. max spacing 24 in. OG. Studs Gross braced at mid-height where necessary for clip attachment. Min 3/4 In. WALL A55EVBLY SHOWN HATCHED DOUBLE BAC TRACK W separation between wood Framing and fire separation wall. SCREWED BACK TO BACK 4A. Steel Studs -- (As, an alternate to Item 4, not shown) -- For Bearing Wali Rating - Corrosion protected steel studs, min No. 20 M56 2020 WRY, io 5s MZONTALCONfIMITY1 DOUBLE H-5TUD TRACK 5GREWED FILL I" CAVITY AT FLOORS AND N FIRE WA LS 9A I BE coNTINloix FROM BACK TO BACK GEILIN6 W/GYP.BOARD OR MINERAL (0.03261 in., min bare metal thickness,) steel or min 3- I/2 in. wide, min No. 20 656 (0.036 in. thick) gale steel or No. 20 M56 (0.033 in. thick) ExTERMWAUTOEKrERM All WOOL FIRE BLOCKING N primed steel, cold formed, shall be designed in accordance with the current edition of the Specification for the Design of Gold-Formed Steel I' AIR SPACE 5tructural Members b the American Iron and Steel Institute. All design details enhancing the structural integrity of the wall assembly, including �R'8'�D 2" H-STUD TRACK STG RA�TINC C) WINDOW (2) PIECES G.P.TOUGHROGK I" the axial design loadofthe studs, shall be, a5 specified by the Steel Stud designer and/or producer, and Shall meet the requiremens of all 2020 NYSBG SECTION 706.5 U56 BROCHURE 5AI00 (FIRE RE-515TANT EXCEPTION #2 FIREGUARD TYPE "X" 5HAFTLINER, 2x4 P.T. SILL PLATE applicable. local code a encie5. The max stud Spacing of wall assemblies shall not exceed 24 in. OG. Studs attached to floor and ceiling ASSEMBI-IES) PP g P 9 g UN5PRINKLERED BUILDING5: WATER PROOF BOARDS W/ Z tracks with 1/2 in. Ion Type 5-12 steel screws on both sides of studs or welded or bolted connections designed in accordance with the FIBER6LA55 FIN15H ON BOTH 51DE5 6ARA6E PAGE 22 (AREA SEPARATION WALL w 9 yP g FIRE RETARDANT TREATED AISI s ecifications. To 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'-0" oN 2020 HY55G SECTION 106.5 AND EDGES UNEXCAVATED TYPICAL SYSTEMS) a c� EXCEPTION #3 GARAGE SLAB O m p p TEST#UL. DES U341 } No. 20 656 (0.036 in. thicQ poly steel or No. 20 M56 (0.033 in. thick) primed steel, that provide a sound structural connection between BOTH SIDES OF 2 HOUR FIRE 44 steel studs and to ad'acent assemblies such as a floor, coiling, and/or other walls. Attached to floor and Ceilingassemblies with steel RATED RESISTANCE WALL BUILDINGS EQUIPPED W/ NFPA 13 OR *4'P.G.SLAB(MIN 3500 P51 GONG) w w ° REINFORCED WITH bxb,IOAO W.W.M. ACOUSTICAL PERFORMANCE = STG 60 > Y ASSEMBLY AND OFFSET WALL NEPA 13R SPRINKLER: II Q W iii fa5tener5 Spaced not greater than 24 in. O.G. 5tud5 cross-braced with stud fromin at midhei ht where nece55ar for clip attachment. Min 1_ " I I a� *TAMP E FILL To 4555 DENSITY TEST#RAL-TL-88-350 w w FIRE RETARDANT TREATED SHEATHING � � = a p g g g y P 4 0 MIN. 4'-0" MIN. AT 2 HOUR FIRE RATED RESISTANCE (1) #4 HORIZ.REBAR ° *SLOPE 6ARA6E 5LAB DOWN 2' BASED ON 2x4 FRAME WITH MIN. 3" z i� o 3/4 in. separation between Steel framing and area separation wall. Finish rating has not been evaluated for Steel Studs,. TO ARDS 6ARA6E DOOR MINERAL WOOL BATT AT EACH 51DE 45 5teel Studs -- As an alternate to Items 4 and 4A for use in Gonfi uration B only, not shown) -- For Nonbearin Wall Ratin Channel 2 HR FIRE RESISTANCE HALL ASSEMBLY END 8" WIDE x FULL 0 g y' g g HEIGHT OF 2 HOUR FIRE RATED ° II II SECTION 1206 3 OF 2020 NYSBG- WALLS, U) 4 shaped, fabricated from min 25 M56 corrosion-protected steel, min 3-1/2 in. wide, min I-1/4 in. flanges and 1/4 in. return, spaced a max of 24 RESISTANCE WALL ASSEMBLY a PARTITIONS AND FLOORK EILIN6 w 11 in. OG. Studs to be cut 3/S to 3/4 in. less than assembly height. Top and bottom tracks shall be Channel shaped, fabricated from min 25 M56 ASSEMBLIES SEPARATING DWELLING UNITS corrosion- rotected steel, min width t0 accommodate stud size, with min I in. Ion legs, attached to floor and coiling with fasteners 24 in. OG RATED WALL ASSEMBLY DETAIL 2 ° . FROM EACH OTHER OR FROM PUBLIG OR ❑ p g g g SERVICE AREAS SHALL HAVE A 5TG OF 50 W max. Studs Gross-braced with stud framing at midheight where necessary for clip attachment. Min 3/4 in. separation between steel framing and N.T.S. OFF-SET EXTERIOR WALLS FW2 a OR MORE. w area separation wall. Finish rating has not been evaluated for Steel 5tud5. (I)#4 HORIZ.REBAR® MID ° 5. Gypsum Board -- Classified or Unclassified -- Min 1/2 In. thick, 4 ft wide, applied either horizontally or vertically. Gypsum board attached to TYPICAL FRAME WALL 2 HOUR FIRE RATED HEIGHT OF WALL STORY ° a "m ANCHOR BOLTS(14" PR01�ID�D STG=60 m RE515TANGE WALL A55EMBLY studs with 1-I/4 in. long Stool drywall nails spaced S in. OG. Vertical Joints located over studs. (Optional) Joints covered with paper tape and LONG + E ) OR 8" MIN ISHOWN HATCHED ° EMBEDMENT) OR ADHESIVE z point compound. Nail heads covered with point compound. ° NOTE: UL #336 EXCEEDS CURRENT FIRE CODE � 6. Attachment Gli 5 -- Aluminum angle, 0.063 in. thick, 2 in. wide with 2 in. and 2-I/4 in. legs. Clips secured with Type, 5 screws 3/8 in. Ion to „ ANCHORS W/5",1611 A. STANDARDS AND REDUCES SOUND TRANSFER v� p g 9 P yp g UNIT UN i T 12 FOUNDATION WALL ON 24 x12 WASHER PL ® 24" 0/G. ""'..... .. .. ... . ... .. � ... "H" studs and with Type W 5crew5 1-1/4 in. long to wood framing through holes provided in Clip. UNRATED WINDOW5 P.G. FOOTING BETWEEN UNITS wQ ��G1STE Fp 6A. Clip placement (Item 6) for separation walls, up to 23 ft high. Space clips a max of 10 ft OG vertically between wood framing and "H" AND DOORS ° . U G��N R0 studs. .4 Q �, 66. Clip placement (Item 6) for separation walls up to 44 ft high. Space clips as described in Item 6A for upper 24 ft. Remaining wall area below requires clips spaced a max 5 ft OG vertically between wood framing and "H" studs. _ 6G. Clip placement (Item 6) for separation walls up to 66 ft high: Space clips as described in Item 6A for upper 24 ft. Space clips as HORIZONTAL #4 U described in Item 66 for noxt 20 ft. below the upper 24 ft. Remaining wall area below requires cli 5 5 aced a max of 40 in. OG vertically - between wood framing and "H" studs. pp g q p P y 8" UNRATED SIDING (TYP) ° 4 ❑ -VVyO��` 7. Non-BearingWall Partition Intersection -- (Optional) Two nominal 2 4 in. stud or nominal 2 b 6 in. stud nailed together with two Sin. Ion I " ° ......'................. p � y g g 2020 NYSBG SECTION 106.5 EXCEPTION #3 4-0 MIN. 4-0 MIN. ° ° JO UMBER IOd nails spaced a max. 16 in. OG. vertically and fastened to one Side of the minimum 2 by 4 in. stud with 3 in. long IOd nails spaced a max 16 BUILDINGS EQUIPPED I^U NEPA 13 OR NEPA 13 SPRINKLER: I e- UNITS 2 7 in. OG. vertically. Intersection between partition wood studs to be. flush with the 2 4 in. studs. The wall partition wood studs are to be 2020 NY5BG SECTION 106.5 EXCEPTION #2 y p p FIRE RETARDANT TREATED 5HEATHING AT 2 HOUR FIRE RATED UNSPRINKLERED BUILDIN65: 2 HR FIRE RESISTANCE .. 2016023 ' framed with a second 2 by 4 in. wood stud fastened with 3 in. long IOd nails spaced a max. I6 in. OG. vertically. Maximum one non-bearing wall RE515TANGE WALL A55EMBLY END 8" WIDE x FULL HEIGHT OF FIREWALL FIRE RETARDANT TREATED 5HEATHIN6 TO EXTEND 4'-0" QQ-_ partition intersection per stud cavity. Non-bearing wall partition stud depth shall be, at a minimum equal to the depth of the wall. ON BOTH SIDES OF 2 HOUR FIRE RATED RE515TANGE RATED WALL ASSEMBLY DETAIL 5 (B- 2 ALT- 2) & Q SHEET NUMBER 2 HR FIRE RESISTANCE WALL A55EMBLY = 'L 'FW� 2 *Bearing the UL Classification Mark RATED WALL ASSEMBLY DETAIL 3 N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOCATIONS Fw2 28 (MODEL B- 2) z USG AREA SEPARATION WALL SYSTEM UL# U336; Ur Last Undated on 2010-10 27 Fw2 U) N.T.S. AT FLUSH CONDITION TEST #RAL-TL-88-350; STC = 60 W . COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED