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HomeMy WebLinkAbout46522-Z Town of Southold 8%24/2022 y� P.O.Bog 1179 W - 53095 Main Rd. oy �ao4� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43363 Date: 8/24/2022 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 17 Farmstead Ct Unit 51,Cutchogue SCTM#: 473889 Sec/Block/Lot: 102.E-2-25 Subdivision: Filed Map No. Lot No. conforms substantially to the Application.for Building Permit heretofore filed in this office dated 6/23/2021 pursuant to which Building Permit No. 46522 dated 7/1/2021 was issued,and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single family dwelling with unfinished basement,covered porches and attached garage as applied for. (Unit#51) The certificate is issued to Rimor Development LLC of the aforesaid.building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0105 7/6/2022 ELECTRICAL CERTIFICATE NO. 46522 7/29/2022 PLUMBERS CERTIFICATION DATED 8/1/2022 All S fo lu b1 g Contra rs Inc tho ze S gnature TOWN OF SOUTHOLD �`AsoFFot,�°° BUILDING DEPARTMENT CR TOWN CLERK'S OFFICE o • o�g�{ 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#: 46522 Date: 7/1/2021 Permission is hereby granted to: Rimor Development LLC 1721-D North Ocean Ave Medford, NY 11763 To: construct dwelling unit as applied for per SCHD & Planning approvals. (Unit#51, B model) At premises located at: 17 Farmstead Ct Unit 51, Cutchogue SCTM #473889 Sec/Block/Lot# 102.1-2-25 Pursuant to application dated 6/23/2021 and approved by the Building Inspector. To expire on 12/31/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,787.60 CO-NEW DWELLING $50.00 Total: $1,837.60 Buil ing Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN NALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). .3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and `°pre-existing"land uses: I. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2.. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees I. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial $15.00 Date. New Construction:, Old or Pre-existing Buildin g: (check one) Location of Property: a SAW " ii�� �S IHouse No. Street � � Owner or Owners of Property: C�Yl O&,— ` �/ �1__� Hamlet Suffolk County Tax Map No 1000, Section 0 a Block �O_Lot 1-.e--Filed S bdivision , ��s`dy C� �a"4 Map. 7 Lot: Permit No. Date of Per ----_.__. mit. Applicant: l�tO�j Health Dept. Approval: ® - l S ! ! Underwriters Approval: Planning Board Approval: !� Request for: Temporary Certifi ate Final Certificate: h k one Fee Submitted:S A plica t i L e OF SO(/r�o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 aQ sean.devlinCaD-town.southold.ny.us Southold,NY 11971-0959 ��yCOUNTI,h`c� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Rimor Development LLC Address: 17 Farmstead Ct Unit 51 city:Cutchogue st: NY zip: 11935 Building Permit#: 46522 Section: 102.1 Block: 2 Lot: 25 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: MTM Electric License No: 3700ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X FP Gas Duplec Recpt 49 Ceiling Fixtures 21 Bath Exhaust Fan 2 Service 3 ph Hot Water Gas GFCI Recpt 7 Wall Fixtures 4 Smoke Detectors 3 Main Panel 150A A/C Condenser 1 Single Recpt Recessed Fixtures 26 Heat Detectors 1 Sub Panel A/C Blower 1 Range Recpt Gas Ceiling Fan Combo Smoke/CO 3 Transformer UC Lights Dryer Recpt 30A Emergency FixturesTime Clocks Disconnect Switches 34 4'LED Exit Fixtures Pump Other Equipment: Fridge, Oven , DW, Micro, W/D, FP, 150A Panel 30 Circuit/ 25 Used Notes: New One Story w/ Unfinished Basement Inspector Signature: �'' Date: July 29, 2022 S.Devlin-Cert Electrical Compliance Form ��zrrrzu.r ti��? Town Hall Annex Telephone(631)765-1802 54375 Main Road Pax(631)765-9502 CIO P.O.Box 1179 Gs, Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLID CERTIFICATION Date: Building Permit No.�5 2z (WkCfw5 0 Owner:�NM-D a L L1. (Please printj� Plumber: A l l su-40 1 K � .n �-s 1J2�"C (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. /40W I (Plumbers Signature) Sworn to before me this 1 S r day of Notary Public,�� -Cbunty Af�?i if-5 F{Cr=;iTr1 Notary Public,hate of Ne�v l bik Req.No.01 F1636836: Qmlif.,ed in Suffolk County Commissionirr�s la,l!-aOaS CONSENT TO INSPECTION the undersigned,s fined, do(es)hereby state: Owner(s)Name(s) That the undersigned(is)(are)the owner(s)of the pre sin tie T w of Southold,located at VOL 51 &4-1- which is shown and designated on the Suffolk County Tax Map as District 1000, Section Block _,Lot 0;�)S- . That the undersigned(has)(have)filed, or cause to be filed,an application in the Southold Town Buildi Inspe tor's Office for the f Mowing;, V That the undersigned do(es)hereby give consent to the Building Inspectors of the Town of Southold to enter upon the above described property, including any and all buildings located thereon,to conduct such inspections as they may deem necessary with respect to the aforesaid application, including inspections to determine that said premises comply with all of the laws, ordinances, rules and regulations of the Town of Southold. The undersigned, in consenting to such inspections, do(es) so with the knowledge and understanding that any information obtained in the conduct of such inspections may be used in subsequent prosecutions for violations of the laws,ordinances,rules or regulations of the Town of Southold. Dated: ( ' nat V r nt (Sign ure) (Print Name) 1. i hoy�OOF SOUTyo� # # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ OUNDATION 1ST [ ] ROUGH PLBG. ] FOUNDATION 2ND [ ] INSULATION/CAULKING, [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [" ]" FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) _ [ ] CODE VIOLATION [ ] PRE C/O REM!ftRKS: 010le SWA4[ PIQMO� DATE �� 'yO'� INSPECTOR o�aOF 5o(/ly0 v�� h l0 # # TOWN OF SOUTHOLD IBILDING DEPT. o • �o `ycourm,� 765-1802 INSPECTION [ ] FOUNDATION 1ST [ XROUGH PLBG. [ ] UNDATION 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: /7N _0 - t � can, DATE 3 3 Z02 Z INSPECTOR SOF 50G1y L4 �s 7 //,W , `G'c # TOWN OF SOUTHOLD BUILDING DEPT. �ycou765-1802 INSPECTION = [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL . [ ] ,=FIREPLACE &-CHIMNEY [ ] FIRE SAFETY INSPECTION- [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT-PENETRATION ELECTRICAL(ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: ARi�,, 7ta- V CH IiiA&&aP, e d DATE - 102-2,, INSPECTOR Z v �OpF SOUIyo l# -TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION _ [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ]- FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: cs t—, �K DATE INSPECTOR OF SOUIyo� # # TOWN OF SOUTHOLD BUILDING .DEPT.. 765-1802 . INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL ] FIREPLACE,& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ . ] ELECTRICAL (FINAL) [ ] CODE VIOLATION c� �t,s [ ] PRE C/O REMARKS: :�;5c-46',AVA 4 4 6'. /&� l's of K oJ- Y J lG4t-ti aloe-, bI AS'`i-1 Lir v7 ✓ ' 11.e-C S DATE ��`Z�/ Zz INSPECTOR OFSOOIyolo 65*2,7.-- 17 � t�h � LI . rM # T WN OF SOUTHOLD�BUILDING DEPT. � � `ycourm��'' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O [ ] RENTAL REMARKS: Ome WAL, mak, fitq IL - OK :q7D04JQ1k7 P? 4M71- N "ve At /" , r C I&L6&Ce, tAlo ha ico e DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. `ycourm,��' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ NSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FNALO-.--� [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION . [ ] PRE C/O [ ] RENT REMARKS: ( I � xYA C&AIt DATE INSPECTOR yi GRCH ARCHITECTURE PC i 3750 EXPRESS DRIVE SOUTH .� SUITE 202 ISLANDIA, NY 11749 W W W.GRCHARCHITECTbRE.COM SNOWS 631864-3395 November 14, 2018 0 Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold NY 11971 Attn. Ms.Amanda Nunemaker Plans Examiner Re: Harvest Pointe at Cutchogue Dear Ms. Nunemaker, The following two insul tion products noted below have been selected for their flame/smoke spread properties to meet the requirements of the New York State Residential Code for both spray foam and draped blanket insulation exposed in basement condition. Spray Foam Insulation t Rim Joist: Sill Plates Headers and Rim Joist (Residential Code Section R316.5.11 Maximurn thickness 3 Y41" (provided ±8") Flame spread index 25 or less and smoke-development index of 450 or less is provided: . Provided/Installed Bayseal Closed Cell Spray Foam Insulation report less than 4" (see products sheet) provides flame spread index of 25 or leis and smoke development index less than 450 in accordance with ASTME84. Draped Foundation WaII Insulation Blanket (Residential Code Section R302.10.1 Insulation materials, inc uding facings shall have a flame spread index not to exceed 25 with an accompanying smoke. Development index not to exceed 45 . Provided/ Installed: "Ec touch FlaME Spread 25 Fiberglass Insulation: (see product cut sheet) Provides a flame spread Index of less than 25 and smoke-development Index less than 50 in accordance with ASTM espectfu ly submi ed, ��RED ARC Glen Cherve y lA, LEED AP Principal 023810 yQ FOF NES GRCIH ARCHITECTURE PC 3750 EXPRESS (DRIVE SOUTH SUITE 202 i` ISLANDIA, NY 11749 W W W.GRCHARCHITECTURE.COM (631)864-3395 May 01, 2022 Town of Southold Building Department 53095 Main Rd P.O. Box 1179 Southold, NY 11971 Attn. Michael Verity Chief Building Inspector Re: Harvest Pointe at Cutchogue Basement Code Conformance Unit#51—Permit#46522 Dear Inspector Verity: .Please be advised that the basements of the above referenced units constructed on site meet the requirements for conditioned space as defined in the 2020 Energy Conservation Construction Code of New York State, R402.2.9 Basement walls. Walls associated with conditioned basements shall be insulated from the top of the basement wall down to 10 feet(3048 mm)below grade or to the basement floor, whichever is less. TCveny, bmitted, �CERED'gRC \'J �6SRT Cj�,�y�jt� �4 4th & 2c AIA, LEED AP '9 0 3810 0 T�0 NE`Ny MECHANICAL CORPORATION HEATING AND AIR CONDITIONING March 11, 2019 Michael J. Verity .'Town of Southhold Building Department Town Hall Annex Building 54375 Route 25 Southhold, NY 11971 Tel: (631) 765-1802 Fax: (631) 765-9502 Subject: Harvest Point Residential Units Dear Mr. Verity Please be advised that the basements of all the residential units at the above referenced project have been included in our Manual J load calculations. Best regards, Louis DeSantis President s, 20 Feldland Street, Bohemia, NY 11716• (631) 563-1298 • Fax: (631)563-2954 i Energy Testing Services 2022 Combustion Safety Testing Form Certified Home Address: 17 Farmstead Ct City: Cutchogue Builder Name: Harvest Pointe Builder Tracking# Combustion Appliance Zone (CAZ)# of Location of this CAZ: Basement (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 2022-07-27 Outdoors Temp During Test: 86 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 M No❑ Tyye: Furnace 0.Boiler❑Heat Pump Q Other❑ I 2 Venting Type Draft -Spillage S ilia a CO CO E tclenc Fuel Tvpe (Circle,T e) Pascal (Worst Case atural orst Case (Natural) Rating:95.0 N❑✓ P❑O❑E0 N❑\0M❑S_0 NSA Pa. Pass❑✓ Fai10 Pass❑✓Fail❑ N/APPM NIA PPM Yes ❑✓ Type: Standard Tank ✓L1ndirect Tankless ❑ Size: 75.0 Style Common Vent❑ Water Heater Primary: No InstantaneousOCommercial (See Note 5below) (Gallons) ' Stand Alone ❑✓ Efficiency Fuel Type s z Venting Tylie 3 Drat Sin llage Spillage(Natural) CO CO (Circle Type) (Pascal) (Worse Case) (Worse Case) (Natural) EF: 0.69 NO PQO❑E❑ N❑M[:]SZ✓ N/A Pa. Pass[Z]Fail❑ PassEFaill] 1 N/A PPM N/A PPM Oven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes 0 No❑ Oven CO 1 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 1 Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE. If the Venting Type selected is M,no Draft testis required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. {Water Heater Style.. Commonl Vented with Heating System or Stand Alone(Independently Vented or Orphaned) S Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE. If Water Heater Type is"Commercial'and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial'and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Michael Fauci Rater Number: 8619824 Rater Signature: Date: 2022-07-28 Home Energy Rating Certificate Property HERS Juniper B - Unit 51 Rating Type: Confirmed Certified Energy Rater: Michael Fauci Harvest Pointe Rating Date: 2022-07-27 Rating Number: MC121 17 Farmstead Ct Registry ID: 122335835 Cutchogue , NY 11935 Estimated Annual Energy Cost Percent HERS Index: 55 Efficient Home Comparison: 45% Better Heating 53.3 Use MMBtu Cost Cost$106 8% General Information Cooling 1.0 $56 4% Conditioned Area 3260 sq. ft. House Type Townhouse, end unit Hot Water 11.5 $12 1% Conditioned Volume 31155 cubic ft. Foundation Conditioned basement Lights/Appliances 24.5 $1071 78% Bedrooms 2 Photovoltaics -0.0 $-0 -0% Service Charges $120 9% Mechanical Systems Features Total 90.2 $1366 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 10.00 CFM25 2015 IECC UA Compliance Ventilation System Exhaust Only: 148 cfm, 30.0 watts. ECCC New York State 2020 Programmable Thermostat Heat=Yes; Cool=Yes Building Shell Features Ceiling Flat R-37.7 Slab R-0.0 Edge, R-0.0 Under Sealed Attic NA Exposed Floor NA Vaulted Ceiling NA ndow Type U-Value: 0.320, SHGC: 0.300 Above Grade Walls R-21.0 Infiltration Rate 1534 CFM50 (2.95 ACH50) Foundation Walls R-13.0 Metho Blower door 1,534 CFM x 6OMin/Hr= 92,040/31 5 ^ft 3 =2.95 ACH 50 Michael TestFaucing Energy Testing Services Lights and Appliance Features 1648 Locust Ave, Unit E Interior Fluor Lighting (%) 0.0 ange/Oven Fuel Natural gas Bohemia, NY, 11716 Interior LED Lighting (%) 100.0 Clothes Dryer Fuel Natural gas 631-244-2627 Ext. 105 Refrigerator(kWh/yr) 623 Clothes Dryer CEF 2.32 Dishwasher(kWh/yr) 270 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REM/Rate-Residential Energy Analysis and Rating Software v1 6.0.6 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. NY-ECCC 2020 Certificate 17 Farmstead Ct, Cutchogue , NY 11935 Building Envelope Insulation— Ceiling R-37.7 Above Grade Walls R-21.0 Foundation Walls R-13.0 Exposed Floor NA Slab R-0.0 Edge, R-0.0 Under Infiltration Htg: 1534 Clg: 1534 CFM50 Duct NA Total Duct Leakage 10.00 CFM @ 25 Pascals Window Data U-Factor SHGC Window 0.320 0.300 [_Mechanical Equipment HEAT: Fuel-fired air distribution, Natural gas, 95.0 AFUE. COOL: Air conditioner, Electric, 16.0 SEER. DHW: Conventional, Natural gas, 0.69 EF, 75.0 Gal. j HERS Index: 55 i Builder or Design Professional Signature REM/Rate - Residential Energy Analysis and Rating Software v16.0.6 -�- wrightsoft� Manual S Compliance Report Date: Jul 22,2022 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone:631-244-2627 Email:r.b.delfino@energytestingservices.com Project Inf• • For: Unit 51 -17 Farmstead Ct., Cutchogue, NY 11935 Cooling Equipment Design Conditions Outdoor design DB: 83.0°F Sensible gain: 15312 Btuh Entering coil DB: 75.7°F Outdoor design WB: 71.0°F Latent gain: 2546 Btuh Entering coil WB: 63.3°F Indoor design DB: 75.0°F Total gain: 17858 Btuh Indoor RH: 50% Estimated airflow: 700 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Generic Model: SEER 16 Actual airflow: 700 cfm Sensible capacity: 14700 Btuh 96% of load Latent capacity: 6300 Btuh 247% of load Total capacity: 21000 Btuh 118% of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 10.0°F Heat loss: 30808 Btuh Entering coil DB: 62.9°F Indoor design DB: 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas furnace Manufacturer: Generic Model: AFUE 92 Actual airflow: 638 cfm Output capacity: 36800 Btuh 119% of load Temp. rise: 53 °F Meets all requirements ofACCA Manual S. Wrightsoft, 2022-Jul-2214:38:57 Right-Suite®Universal 2018. 18.0.32 RSU20066 Page 1 AC +K...Rimor Model 13 MAN JSD\Rimor Model B MAN JSD.rup Calc=MJ8 Front Door faces: W ` Residential ■ ans Examiner _ Review • Form RIPER 1 ACCK. - (Loads, 15 Mar 09 �rla�«t;,gooaatnaua Header Information Contractor: Energy Testing Services LLC REQUIRED ATTACHMENTS ATTACHED Manual J1 Form(and supporting worksheets): Yes ❑ No F-1 Mechanical license: or MJ1AE Form*(and supporting worksheets): Yes ❑ No OEM performance data(heating,cooling,blower): Yes ❑ No ❑ Building plan#: Manual D Friction Rate Worksheet: Yes F� No F� Duct distribution sketch: Yes F-1 No F� Home address(Street or Lot#,Block,Subdivision): Model B (Juniper), Entire House HVAC LOAD CALCULATION1 Desiqn Conditions Buildinq Construction Information Winter Design Conditions Building Outdoor temperature: 10 °F Orientation: Front Door faces West Indoor temperature: 68 of North,East,West,South,Northeast,Northwest,Southeast,Southwest Total heat loss: 30808 Btuh Number of bedrooms: 2 Conditioned floor area: 3306 ftz Summer Design Conditions Number of occupants: 3 Outdoor temperature: 83 °F Indoor temperature: 75 °F Windows Root Grains difference: 30 gr/Ib @50% RH Eave overhang depth: 10.0 ft Sensible heat gain: 17400 Btuh Internal shade: none Blinds,drapes,etc. EeVe Latent heat gain: 2894 Btuh Depth Window Total heat gain: 20294 Btuh Number of skylights: 0 HVAC EQUIPMENT • ,1 Heating Equipment Data Cooling Equipment Data Blower Data Equipment type: Gas furnace ETuipment type: Split AC Heating cfm: 638 Fumace,Heat pump,Boiler,etc, it Conditioner,Heat pump,etc. Cooling cfm: 700 Model: Generic Model: Generic Static pressure: 0.60 in H2O AFUE 92 SEER 16+ Fan's rated external static pressure for 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 HVAC DUCT DISTRIBUTION .1 Design airflow: 700 cfm Longest supply duct: 201 ft Duct Materials Used Equipment design ESP: 0.60 in H2O Longest return duct: 144 ft Trunk duct: Sheet metal Total device pressure losses: -0,6 in H2O Total effecflve length(TEL): 344 ft Available static pressure(ASP): 0.01 in H2O Friction rate: 0.003 in/100ft Branch duct: Round flex metal,Sheet 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 • be subject to review and verification. Contractor's printed name: Contractor's signature: Date: Reserved for County,Town Municipality orAuthority having jurisdiction use. *Home qualifies for MJ1AE Form based on Abridged Edition Checklist wr_g 11-- — Ri ht-Suite®Universal 2018 18.0.32 RSU20066 *Mn.r�re�,ee.u.o..�,r�ft 9 9 m Load Short Form Job: wri htsoft Date: Jul 22,2022 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone:631-244-2627 Email:r.b.delfino@energytestingservices.com Project • • For: Unit 51 -17 Farmstead Ct., Cutchogue, NY 11935 Design Information Htg Clg Infiltration Outside db(°F) 10 83 Method Blower door Inside db(°F) 68 75 Shielding/stories 3(partial) / 1 Design TD (°F) 58 8 Pressure/AVF 50 Pa/ 1017 cfm Daily range - M Inside humidity (%) 50 50 Moisture difference(gr/Ib) 44 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16 AHRI ref Coil AHRI ref Efficiency 92AFUE Efficiency 12.8 EER, 16 SEER Heating input 40000 Btuh Sensible cooling 14700 Btuh Heating output 36800 Btuh Latent cooling 6300 Btuh Temperature rise 53 °F Total cooling 21000 Btuh Actual air flow 638 cfm Actual air flow 700 cfm Air flow factor 0.023 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.86 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) Star 0 56 1182 132 28 6 Bsmnt 1624 6621 733 155 35 M bath 134 1337 1259 31 59 M bed 259 2834 2247 66 106 LN 9 0 0 0 0 WIC1 33 0 0 0 0 WIC2 32 0 0 0 0 Laundry 59 301 522 7 25 Hall 48 155 101 4 5 Bed 2 178 2099 1689 49 80 Breakfast 126 3743 2442 88 115 Kitchen 132 1393 1764 33 83 Foyer 76 999 319 23 15 Bath 2 51 256 58 6 3 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - 'wrightsoft, 2022-Jul-22 14:38:57 1. exin io-,b,.iu.�amw Right-Suite®Universal 2018 18.0.32 RSU20066 Page 1 XM...Rimor Model B MAN JSD1Rimor Model B MAN JSD.rup Calc=MJ8 Front Door faces: W WIC 25 0 0 0 0 Dining 133 1721 750 40 35 Living 330 4629 2806 108 133 Entire House 3306 27272 14824 638 700 Other equip loads 3536 488 Equip. @ 0.88 RSM 13474 Latent cooling 2546 TOTALS 3306 30808 16021 638 700 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - p 2022-Jul-22 14:38:57 I­ Wrights®ft ft Right-Suite®Universal 2018 18.0.32 RSU20066 Page 2 XCIN...Rimor Model 6 MAN JSD\Rimor Model 8 MAN JSD.rup Calc=MJ8 Front Doorfaces: W Pro ect Summar Job: wrightsoft° 1 � Date: Jul 22,zozz Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone:631-244-2627 Email:r.b.delfino@energytestingservices.Com Project • • For: Unit 51 -17 Farmstead Ct., Cutchogue, NY 11935 N otes: Design Information Weather: Suffolk Co.Ap, East Quogue(Islip Dd), NY, US Winter Design Conditions Summer Design Conditions Outside db 10 °F Outside db 83 °F Inside db 68 of Inside db 75 °F Design TD 58 °F Design TD 8 of Daily range M Relative humidity 50 % Moisture difference 30 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 27272 Btuh Structure 14824 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent (56 cfm) 3536 Btuh Central vent(56 cfm) 488 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 30808 Btuh Use manufacturer's data n Rate/swing multiplier 0.88 Infiltration Equipment sensible load 13474 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial) / 1 Pressure/AVF 50 Pa/ 1017 cfm Structure 1402 Btuh Ducts 0 Btuh Central vent(56 cfm) 1144 Btuh Heating Cooling Outside air Area(ft') 3306 3306 Equipment latent load 2546 Btuh Volume(ft3) 20331 20331 Air changes/hour 0.25 0.11 Equipment Total Load (Sen+Lat) 16021 Btuh Equiv.AVF (cfm) 85 39 Req. total capacity at 0.70 SHR 1.6 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 12.8 EER, 16 SEER Heating input 40000 Btuh Sensible cooling 14700 Btuh Heating output 36800 Btuh Latent cooling 6300 Btuh Temperature rise 53 °F Total cooling 21000 Btuh Actual air flow 638 cfm Actual air flow 700 cfm Air flow factor 0.023 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.86 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. _7t. -Pk wrightsoft^ 2022-Jul-22 14:38:57 • •W�a. Right-Suite®Universal 2018 18.0.32 RSU20066 Page 1 �91.CE1...Rimor Model B MAN JSD1Rimor Model B MAN JSD.rup Calc=MJ8 Front Door faces: W N Level 2 Broan Exhaust Fan Model L150 56 CFM Energy Star continous User Timer 127 cfm &71 cfm Iq x`159 cfm M bath M bed Living adiab LN Hall K6 cfm WIC1 WIC2 WIC 791 cfm Laundry Dining 3o m 8 cfm Stair 2 6" Bath 2 K7 cfm Foyer Garage 12 0" Kitchen 00 cfm Bed 2 5'0" 6 CfM i p &1 8 cfm Breakfast Job#: Energy Testing Services LLC Scale: 1 :93 Performed by Energy Testing Services L... Page 1 1648-A Locust Ave Right Suite®Universal 2018 Unit 51-17 Farmstead Ct Bohemia,NY 11716 18.0.32 RSU20066 CutchagUe,NY 11935 2022-Jul-22 14:39:08 Phone:631-244-2627 ..ANJSD\RimorModel BMANJSD.rup r.b.deffino@energytestingser\4ces.com N Level 1 2' -------------- 16c adiabati80 0" 28 0" 219 cfm mom m x16 Make up air 56 Star 0 16 x 16 CFM Skuttle m model 2161 6' 20 6" 23 0" 2' 16 5' Job#: Energy Testing Services LLC Scale: 1 :93 Performed by Energy Testing Services L... Paget Unit 51-17 Farmstead Ct. 1648-A Locust Ave Pigh1Suite@U U2osa62018 Bohemia,NY 11716 Cutcho ue,NY 11935 2022-Jul-2214:39:08 9 Phone:631 stings627 ..AN JSDU2imorModel B MAN JSD.rup r.b.delfino@energytestingservices.com �•, Duct System Summary Job: Wr1ghtso1`o Date: Jul 22,2022 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone:631-244-2627 Email:r.b.delfino@energytestingservices.com Project • • For: Unit 51 - 17 Farmstead Ct., Cutchogue, NY 11935 Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.59 in H2O 0.59 in H2O Available static pressure 0.01 in H2O 0.01 in H2O Supply/return available pressure 0.006/0.004 in H2O 0.006/0.004 in H2O Lowest friction rate 0.003 in/100ft 0.003 in/100ft Actual air flow 638 cfm 700 cfm Total effective length(TEL) 344 ft Supply • Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln (ft) Trunk Bath 2 h 256 7 3 0.004 4.0 Ox 0 MtFx 8.5 150.0 st1 Bed 2 c 1689 59 96 0.003 9.0 OX 0 MtFx 27.3 150.0 St1A Breakfast c 2442 105 138 0.003 10.0 OX 0 MtFx 41.5 130.0 stl Bsmnt h 6621 186 42 0.003 12.0 Ox 0 MtFx 26.5 140.0 st2 Dining h 1721 48 43 0.003 6.0 OX 0 MtFx 16.5 160.0 st2 Foyer h 999 28 18 0.003 5.0 Ox 0 MtFx 17.5 160.0 stl Hall c 101 4 6 0.003 4.0 OX 0 MtFx 20.3 150.0 st2 Kitchen c 1764 39 100 0.003 9.0 OX 0 MtFx 31.8 140.0 stl Laundry c 522 8 30 0.003 5.0 Ox 0 MtFx 6.0 165.0 st2 Living c 2806 130 159 0.004 12.0 OX 0 MtFx 31.3 130.0 st2 M bath c 1259 38 71 0.003 8.0 OX 0 MtFx 40.5 160.0 st2A M bed c 2247 80 127 0.003 10.0 OX 0 MtFx 31.3 150.0 st2A Star 0 h 1182 33 7 0.003 5.0 Ox 0 MtFx 22.0 165.0 stl SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st2A Peak AVF 117 199 0.003 223 15.4 16 x 8 ShtMetl st2 st1A Peak AVF 59 96 0.003 144 11.4 16 x 6 ShtMetl stl SO Peak AVF 272 363 0.003 204 19.0 16 x 16 ShtMetl st2 Peak AVF 494 477 0.003 202 21.6 16 x 22 ShtMetl Bold/italic values have been manually overridden wrightsoft. 2022-Jul-22 14:38:57 tr .W.,,., v„r,,, Right-Suite®Universal 2018 18.0.32 RSU20066 Page 1 'Om...Rimor Model B MAN JSD\Rimor Model B 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) Mat[ Trunk rb2 Ox 0 547 -791 143.8 0.003 215 26.0 Ox 0 ShMt rt1 rb1 Ox 0 219 49 0 0 0 0 Ox 0 MtFx TableReturn Trunk Detail Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt1 Peak AVF 547 791 0.003- 215 26.0 0 x 0 ShtMetl -�-wrightsoft- 2022-Jul-22 14:36:57 „„.,,,,'_ Right-Suite®Universal 2018 18.0.32 RSU20066 Page 2 )MCK...Rimor Model 8 MAN JSD\Rimor Model B MAN JSD.rup Calc=MJ8 Front Door faces: W SCOTT A. RUSSELL r4`°` :`r*:. MICHAEL M. COLLIA, P.E. SUPERVISOR ,Fl, TOWN E1�iGINEER TOWN HALL - 53095 MAIN ROAD .�;y 'i TOWN OF SOUTHOLD,NEW YORK 11971 Tel. (631)-765-1560 Fax. (631)-765—9015 `� � � !i' MICl1nLI_Cial kiNSTOLVIy: dL1TH41{�1y1� 1S OFFICE OF THE ENGINEER TOWN OF SOUTHOLD Brian Cummings June 3, 2022 Planner Southold Town Planning Department 54375 Main Road Southold, New York 11971 Re: Harvest Pointe—Units 47-58 & 103-104 Chapter 236 Inspection Dear Mr. Cummings: I have inspected Harvest Pointe and determined that the developer has achieved final stabilization for the front lawn areas of units 47-58& 103-104. The rear areas and some side areas have not achieved final stabilization but have been seeded and should be fully stabilized within two weeks. Additionally, the driveways of these units have not yet been paved but the base material has been placed and thoroughly compacted. Due to the location of the units, any stormwater runoff from areas that have not yet achieved final stabilization will not migrate off site. Therefore,the Engineering Department has no objection to Certificates of Occupancy being issued for these fourteen (14) units at this time. If you have any questions concerning this review please do not hesitate to contact my office at(631) 765-1560. Sincerely, Michael M. Collins, P.E. Town Engineer cc: Michael Verity, Chief Building Inspector OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex P.O.Box 1179 54375 State Route 2bO S®�'� Southold,NY 11971 (cor.Main Rd. &Youngs Ave.? Telephone:631765-1938 Southold,NY www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD June 7, 2022 Mr. Henry Alia Rimor Development LLC P.O. Box 908 Cutchogue, NY 11935 Re: Site Plan Inspection, Certificates of Occupancy Units 47—58, 103 & 104 The Heritage @ Cutchogue aka Harvest Pointe 75 Schoolhouse Rd., corner of Schoolhouse Rd..& Griffing St., Cutchogue Dear Mr. Alia: The Planning Board has found that the requirements for Units#47—58, 103 and 104 of the above-referenced Residential Site Plan have been completed based on the site inspection made on May 31, 2022. These units and the supporting infrastructure on site are now in general conformance with the approved site plan dated September 26, 2017 and the Planning Board supports the issuance of a Certificate of Occupancy for these fourteen (14) units. Please note that there are many ongoing conditions of the site plan approval, with the most relevant to the occupancy of the residential units being no parking of vehicles, equipment, or dumpsters and no staging of materials on the internal streets being used by residents. These conditions will continue to be enforced. This letter does not condone any changes from the approved site plan and approvals from other agencies. Please call the Planning Department with any questions. Respectfully, Donald J. Wilcenski Chairman cc: Michael Verity, Chief Building Inspector Michael Collins, Town Engineer — � UMW►A&Mrr - • • • . _ IT _ io STATEI 4� • ! �— .a' �s o . i - • 6l tip o�oseFFoc TOWN OF SOUI'HOLD-BUILDING DEPARTAMNT w ys Town Hall Annex 54375 Main Road P. O. Box 1179 Southold, NY 11971-0959 °��o• ��, j Telephone(631) 765-1802 Fax(631) 765-9502 https://www.southoldtownnv.p-,ov 2 For Office Use Only (Date Received EPERMITNO- Building Inspector: n Applications and forms must be filled out in their entirety.Incomplete applications JUN 2 3 2021 / will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Til .P'lT•1r / '.' --'T !'T APPLICAT16N FOR BUILDING PERMIT. Date: OWNER(S)OF PROPERTY: Name: Rimor Development Tax Map#:SCTM#1000- 102.01 - 02- Physical 2-Physical Address: Iq Phone#: 631-678-2667 Email: teamalia65@gmail.c0m Mailing Address: CONTACT PERSON: Name:Henry Alia Mailing Address: PO Box 908 Cutchogue, NY 11935 Phone#: 631-678-2667 Email: teamalia65@gmail.com DESIGN-PROFESSIONAL INFORMATION: Name:GRCH Architecture Mailing Address: 3750 Express Dr.South Islandia, NY 11749 Phone#: 631-864-3395 Email: CONTRACTOR INFORMATION:= Name:Rimor Development Mailing Address: PO Box 908 Cutchogue, NY 11935 Phone#: 631-678-2667 Email: teamalia65@gmail.com DESCRIPTION OF PROPOSED CONSTRUCTION 2New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $240,000.00 Will the lot be re-graded? { Yes El No Will excess fill be removed from premises? ❑Yes ONO 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? {&eS ❑No IF YES, PROVIDE A COPY. 9 Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 ofthe Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,Newyork and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursua Se 'on 210.45 of the New York State Penal Law. Application Submitted By(prig n m. ': Henry is 2Authorized ent ❑Owner Signature of Applicant: Date: f i STATE OF NEW YORK) SS: COUNTY OF Suffolk ) Henry Alia being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the Agent (Contractor,Agent,Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief,and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of 20____L SHERRY PIRONE NOTARY PUBLIC,STATE OF NEW YORK - PROPERTY OWNER AUTH RIZ ation No, 01PI6388308 (Where the applicant is not t e owrQWlified 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 U 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 roper.richert(@-town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION. REQUESTED BY: fun <,o Date: L. Company Name: —1 (20 Name: e J License No.: '-j>l 6b 11-n tr email: eC - Address: o, c�" osQ�Y- (.0 Phone No.: -5,5 JOB SITE INFORMATION: (All Information Required) Name: 1A eury 'TX V--it- � C Address: Irl raCnfkad r-+, C -051) CA-c"(nue'n!q llq-2� Cross Street: Phone No.: Bldg.Permit email: 15J C);'h Tax Map District: 1000 Section: . .Block: C)).b Lot: D BRIEF DESCRIPTION OF WORK (Please Print Clearly) ClircW AIII That Apply: Is job ready for inspection?: YES Rough In Final Do you need a Temp Certificate?: NO Issued On*via 9-22 -2- I Tamp Informati (All information required) Service Size -1 P 3 Ph Size: _IS-C> A # Meters Old Meter# Kew Servi e - Fire Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead # Underground LateraIsr, ) 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION rp 82-Request for Inspection Form.xis "R �o�suF�c� .113UILDING DEPARTMENT-Electrical Inspector CAI �,� SEP 2 0 TOWN OFsouTl�oLD , Town Hall Annex- 54375 Main Road - PO 136x-1179 Southold, New York.11971-0959 � Tele hone 631 76571802 - FAX (631.)'765-9502. 01, "= ` roger.richert(�town.southold.ny.us °. APPLICATION FOR ELECTRICAL INSPECTION. . : REQUESTED BY: ej Date: 9T. Company Name: _ —' __-- -- Name: License No.: ''�(j(� email: lec :C Address: , fg.zz4 Q_ 0 l Phone No.: JOB SITE INFORMATION: (All Information Required). Name:,'' ' Ar Address: 'IQ S. ad f G #SI •e /1 it Cross Street: Lei Phone No.. BIdg.Permit email: Tax-Map District: 10.00 . , Section: ,cam Block: Q. BRIEF DESCRIPTION-OF WORK(Please Print Clearly) Circle All That Apply{: Is job ready for inspection?: YES Q!9` Rough In Final Do you need a Temp Certificate?: NO Issued On?,ty4 a-22 "2 I Temp Itvf®rnqa$i® (All Information required) Service SizeP 3 Ph Size: t d A #Meters _ Old Meter# t# Under!gro!und Se - Fire Reconnect- Flood Reconnect-Service Reconnected -Underground -Overhead . Laterals& 1 2 H Frame Pole Work done on Service? Y N Additional lnformatlon: PAYMENT DUE WITH APPLICATION \ 8 82-Request for Inspection FormatsM��/o N\0 M PERMIT # ddress:- Switches I r ,e� Outlets I y i GFI's Surface Sconces HH's .- UC Lts Fans dge v..... .,.._._,- Ffi H w Exhaust Oven P� D' G� Smokes I w� 2DW Mini. l . .... ...... .. . . .... ... . _ ... Carboni ... - ., Micro . . . erator. Combo '4� op r .. _-. .-- . - . s C . . ookt', .. ... .. ...,- ._ ... .. 'Fran er° .. qC. AH � Hood � ,+A _ rvice .�. .. . . . . mps H ave Used Special: Comments BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD w 'X, Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone 631 765-1802-FAX 631 765-9502 Temporary Certificate # 1079 Date. 2021 Customer Name HAV.V95-I-'Po/N T9, Electrician Name MT Address 17 FA"STE}-D Phone b I e-mail e-mail M_r L &p CO/I Phone License # -3-700 77O0 M 9� Size I d A Phase.. Overhead _ .Underground #of Meters Remarks i 1 #of Underground Laterals 1 2 NOW "H" Frame or Pole, H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter#F Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation 1 is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 da s from the date above. Authorized by I COF04keG Town Hall Annex �� �y Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P. O_ Box 1179 Southold, NY 11971-0959 1 � BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CO.NSTRUCTION PRE-ENGINEERED W0013 CONSTRUGTION ANDIOR TIMBER CONSTRUCTION Date: Owner: Q-.�Mb 1`�wAof ins f LLC, Location of Property: _W")i (,( Vllr��..(� Please to otice that the.{check applicable line): New commercial.or residentiai=:struc Lure ::'Addition to existing-commercial or residential structure' Reh4bilitatibiii..t6.'dn existirig'cori itiercial or residetitiai:,structure to be.constrUbted`' perf&r%--` d--.at the subject.-property reference±above will.:utilike (check app!' a( (esline): Truss tyP ' construction (TT) Qco+ _ Pre-engineered-Wood construction (PW) Timber construction in the following location(s) (check applicable.iine): Floor framing, inclu 'ng girders and beams (F) Roof framing (R Floor and roof i g (FR) . Signature: NJ Flame (person submitting this form): _L Aq- Capacity (check applicable line): :Owner Owner representative TrussReg15.docx Effective 1/1/2015 i � `_.ter. ��5:.sf`��:y;�.ri�.n���0.1"''3.1•. �; • . �N�!'Sd•- :_:3 ��-'"•ttti 1.x.11��e�'��S .d!'4��T f.,�. . j��f 1;•t {S ,Y>:.t,ij,..'.i7 {�.;4M.t 11� ..'����[}LTi , �%��.w4sf}f •?�,. SJtt� �.r.� ��9t' �a��'GF{;/r/�. •s'l;� .e ,� f1, nJ• y y`'=��w r �i;.� r2eM !_.t: �k♦ r ,sr�Y if-:,.�• 4f'` � � [�, r f.r ='ir - `5i`''i C Y;' ••:� r-• • -`., fel.'. }� tai^. , IK A• S+.~i3,-. ��. i ! '� �-;„ �� 1f �}+.i j}� �}�r _ t tJ� •~I MR r ZInv,t Ii r f vNil�-ski i ..y L �_� � `� !1 B � \if# a.,L 1 �7, jar .,j i %�; �i i r. •1 �� .- • t/1 i 1 ) LA (i ..{~-$l6a�s'Igg =<_�:., ; -'tee",'-;,Y ,a�:.:w.�c.g uys. .:zuw:„•:.'�,�': .���- s7., �''.`� - .e,�','_.�' ,�`�:"'e^s,� �8;.i•r"Fk...�}.N�•,�,`i��Sa' ;'4�:: tt�.r� Y'},,"f1.F.x.Y..�r..,�,,.; ..-::.,k;., �°} :.:�`., 1.-. ;;' '{-, Q �:�..,,,�•.,�,-�<=u�"'' ,ass:..: ..'`,k;'�<.�?;:;„.. - 7.26 t' lkl rn all 's. z 49 5 O LA F 12' tr MIN. - PROPOSED COVERED 14' x 20' i PATIO (TYP.) • ' ? PROPOSE s-� (PERVIO” PROPOSED LA - / COVERED PROPOS ' 15' x 20' 15' x 21' PATIO (TYP.) BREEZE} (TYP.) ' p 39.22' " " 96 39.22' AA a : m. d� t� Ef) Ui LICE\ yG~n iL Water Lines)MUT 86 Inspected B Suffolk County Dept. Of Health y The.. ices Cell 852-5754, 48 Hours In Advance ce . To Schedule Inspection(s). APPROVED IN ACCORDANCE WITH BOARD OF � O 00 REVIEW DETERMINATION DATED S--8- 17 ® M M z Z O 0 LU } SW$JECT TO COVENANTS RESTRICTIGNS LIBER 2 z W Z o PAGE ® Y Q m W ® o a U) LL ° � j2 L o LU ENGINZERIS CERTIFICATION RE:QuIrRjtL. > � U SUBMIT P.E. OR R.A. CERTIFICArioN O W FOR INS T ALLAT FON AfgD CONS 1 RUCT1014 � � � U, OF o o 0 F'OR FINAI.',/Il•1'PRCVAL. �..t ❑ Lj✓ O 1 � " o Suffilk Comity Departanent of Health SO'�acys r APProval for COnstruction-other Than Sing' le 1'axnily U Reference IiTO. c—!®�a�®� 2 Design Flow 23_T/O� / PROJECT NO.: ®®®26 Use(s) �� _�.�,`���__ea?� E3RAWN BY: KCK These plans have been reviewed for general conform - --------ance with Suffilk County Department of Realth Services standards, relating to t'later CHECKED BY: TFL supply and sewage disposal. Regardless or any omissions, DATE: _ inconsistencies or lack of detail, coa,structien is required to be in accordance with the attached hermit conditions and applicable SCALE: AS NOTED standards,unless specifically waived by the Department.This approval FILE NO.: expires 3 years from the approval date,unless extended or renewed. - ?- J - /7 CADD: 00025_SP Approval Date Reviewer SHEET NO.: E ovkvd Plan Approved /o—is- - 2.026 EXPINS 8 - 2-02-5 0' F 5 S.C.D.H.S. APPROVAL ._r SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES EHealth ICE USE ONLY OFFICE OF WASTEWATER MANAGEMENT 360 YAPHANK AVENUE,SUITE 2C,YAPHANK,NY 11980 partment Ref.No. (631)852-5700 OR HealthWWM@suffolkcountyny.gov APPLICATION TO UPDATE EXISTING PERMIT TO CONSTRUCT SEWAGE DISPOSAL AND WATER SUPPLY FACILITIES FOR A SINiGLE FAMILY DWELLING REFER TO REVERSE SIDE OF THIS FORM FOR INSTRUCTIONS PLEASE COMPLETE APPLICABLE SECTIONS OF THIS FORM. ALL SIGNATURES MUST BE ORIGINAL. SECTION 1 FOR ALL RENEWALS AND TRANSFERS EXISTING REFERENCE NUMBER: R 10-17- Tax Map No • 1000 District Section BlocLot k (�� • ® Name of Current Applicant: Rimor Development LLC Tel#: (631) 735-9200 Mailing Address: PO Box 908, Cutchogue, NY 11935 Email Address:teamalia65@gmail.com Name of Current Agent: Henry Alia Tel#: (631) 678-2667 Mailing Address:PO Box 908, Cutchogue, NY 11935 Email Address:teamalia65@gmail.com DATE OF ORIGINAL APPROVAL: 09/08/2017 "If more than 6 years old and SCDHS site inspections have not een SECTION 2 FOR TRANSFERS WITII PREVIOUS APPLICANT'/AGENT PERMISSIONuired Name of Previous Applicant/Agent: I hereby transfer all rights and interest in the above referenced permit to the new ap licant named Signature of Previous Applicant/Agent: ,P,,.^ I. " SECTION 3 FOR TRANSFERS WITHOUT PREVIOUS APPLICANTIAGE NT.PE]i I,SSIO Date: Name of Previous Applicant's N 1 Architect/Engineer/Surveyor: I hereby authorize the above named current applicant to use the previous applicant's Survey/site-plan for this project prepared by me;for the purpose of transferring the above named reference number-andjts site design. Architect/Engineer/Surveyor's signature: Date: SECTION 4 FOR ALL RENEWALS AND TRANSFERS Application is hereby made to[ ]TRANSFER, BENE (check applicable) a permit to construct in accordance with this application,surveys and plans submitted. I hereby certi y tha I have examined this complete application and the statements therein are true and correct,and that all work shall be done i co r anc with all applicable Town,County,State and Federal Laws. "Any false statement made herein is punishable as a misd an u ant to S210.45 of New York State Penal Law" Signature of Current Applicant/Agent Date �. a Id q' ' 20 Print Name of Current Applicant/Agent Title Hen All Agent/Project Manager DEPA USE ONLY Permit is Transferred/Ewe Until �' 23 Number of Bedrooms Approved PLA Signature of Department Representative �7 fry Date !U— WWM-104(Rev.02/12) NOTES: THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE 1 PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. 1 IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY.IF AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND N �5 3 •� THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH 150` •� ALTERATION,AND A-SPECIFIC DESCRIPTION OF THE ALTERATION. O a 3 2 COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. C CP NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS N (P OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED. 6 CP 1 O W ..`�� 2 PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE c� 20. 52 �\pw`p`vw` 3�9N 0 CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, w` ``� `" '� SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANYOTHER CONDITIONS cp�NQll'10,I i \ 33 OTHER THAN VISIBLE PERMANENT STRUCTURES. apN COPYRIGHTO NELSON 8 POPE,ENGINEERS AND SURVEYORS.ALL RIGHTS ` p OF W RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, 2 ` i GPRPGE RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN 9 Q O, PERMISSION OF THE SURVEYOR. GP �a a tP_12 THIS PLAN WAS PREPARED TO ASSIST IN OBTAINING FRAMING PERMITS FROM LOCAL \ N MUNICIPALITIES AND IS NOT AUTHORIZED NOR GUARANTEED FOR ANY OTHER - ao\No �g9 PURPOSE. La Al.s I 0 W j1 Q PROPOSED CURB f w �V% � �0 2gR 6 � vV � W W W 3: OGJ \' n�NVOj N M N o O QOy� �ZQ�ONZ V•��� V , I r' I ,` { y In 04 co LO O N M o Q O (�L 2rL� l I C.;` I i: I —J V[/ 1_ LO o co (O N - �i { r,., '� I P'�i �_. L` I� ' l I w 1 N N O p W N n Ina ,� ao / GOQPvCMG�f \ �J L' t/ L... i t �i O�VID COO) CO n co II II CO N - - - SUe Mie �� CO CO N COU) N 0 J U) (n W W W W O 9 r o ;� o m o o 0 o u JAN 1 9 2022 i s cn of ,h: LY � O N � � o � � N O ^ r W ya U` ,la yam) Q O -� 441 ISI c6 11 111 LO II IV N II co cl) 11 N W ISI M „�-,.r r r�.?�',' n �/ �QZN \� J U) t!7 J U) CO J U) co i S. GRIFFING STREEw T HARVEST <<<s o I ,z-os-zoz, FOUNDATION LOCATION FOUNDATION AS-CONSTRUCTED SURVEY POINTE LANE 0 rL o FOR UNITS 51 - 52 w _ _ _ rL �-r� It UNIT'DESGNATION MAP OF J I MILLSTONE LANE S38*24'18"E Z HARVEST POINTE CONDOMINIUM 2 IFILE NO.:490 FILED September 28, 2020 SITUATED ATLLI j I OO C] I= 456.62' CUTCHOGUE w o - I TOWN OF SOUTHOLD,SUFFOLK COUNTY, NEW YORK O Z L=� CD N I V S.C.T.M.DISTRICT 1000,SECTION 102.01,BLOCK 02.00,LOTS 025.000 8 026.000 LO Q O l 0 � � NELSON + POPE I7 ♦ engineers•architeois•surveyors U) _ 269.77'(ACTUAL) 0=1 70 Maxess Road,Melville,NY 11747. 631.427.5665.nelsonpope.com S37°04'40"E DRAWN BY: NP CADD No.:INDIVIDUALSURVEYS00026 SCALE: CHECKED BY: MS FILE NO.: SHEET NO.: 'I OF'I DATE: 12-13-2021 PROJECT NO.: 00026 1"=30' NOTES: O THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE EpPNE� 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, O PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY LP PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OFA LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY.IF AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH 510 IAN.2 EC p` T POINTE HOM TION LINE ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. SV ASSOTION DESIGN= COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED O 4T9�p _ — SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. 1' NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS OR RIGHT OF WAYS.IF ANY,NOT SHOWN ARE NOT CERTIFIED. G UR / co 6Lm WeN(-o PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATERCOURSES, / O �� Q 9� � SOIL CONDITIONS,VEGETATION.TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS ,O mN tP .� OTHER THAN VISIBLE PERMANENT STRUCTURES. R�'CE CIO ` N �5•'' '� COPYRIGHTO NELSON 8 POPE,ENGINEERS AND SURVEYORS.ALL RIGHTS RESERVED.NO PART OFDRAWING MAY BE REPRODUCED BY PHOTOCOPNG, �0 cclN,5URE O O �5 0 O RECORDING OR BY ANY OTHIER MEANS, R STORED,PROCESSED OR TTRAN MITITTED G $3 12' IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN \'��J y O PERMISSION OF THE SURVEYOR. n. n UN G o N 2?6 cp 16� 'LO Noe\R`51 �, \ 4 GF\-�g6 //\\ ss R21' n GE \ ESE Z vo \ GPS \\ MLSE v c �. d Z o \\ GE\\ N 9 4 R o o\ 3A \ GPRP \ 1$g o °,�20 A6\No "$9 IPPA CONC.WALK (� O GPSER 2 �vwQZ J OZ MSG o IAS Wo O�oL(tt E.BOX DI 6M�jEFz o �0°2 0 Q7, N � C.Box� o 0 =gym w -1m 9<� 0vLmy �' p m B.B.WRB N � �w GONG• pL LU w w OHO 3 o�®�t� N M N O CO p �0 GAO OQ O ,�� � oco nCq N t�nb atcs 20° 0 LID Oi NN v � c N ^ c) � ~ - 3 16 (n fn OR 04 O)04 J fn V (� w w w w `1^�' 00 - O6 N CV r*-: M C-4 r": NO� �n aoN •- ai M •- of QO M _ of v ti ��OO P SEM C6 II 11 j1 M N 1 it j N ) O) II 11 J Q'J fn Q' 070) U) W_j TACO 0_' J !n('7 R'J (w _ Of n' VV tI 07-17-2021 FOUNDATION LOCATION FINAL SURVEY GRIPPING �v� ,Y�vV r� 02-10-2022 SANITARY AS-BUILT FOR UNITS 51 $ 52 STREET I --r4 w �o��OP�tD�'�cT� ',� 04-27-2022 FINAL SURVEY UNIT DESIGNATION MAP OF HARVEST <<�, b A HARVEST POINTE CONDOMINIUM 2 POINTE LANE 92�02 b CD a. cu FILE NO.:471 FILED January 09,2015 CD �. I ,;.bv TY z SITUATED AT w _ _ _ F ✓� z r y� O CUTCHOGUE z MILLSTONE LANE S 38°24'18"E ,' TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK b �� S.C.T.M.DISTRICT 1000,SECTION 10201,BLOCK 0200,LOTS 026.000&026.000 c I Q I Q 456.62' �s 05021 see- NELSON + POPE W U- co -1 I O p I a LAND =O zF=— vq Q _ C3 7 engineers•arrrhitects•surveyors O I O O Ln I � 70 Maxess Road,Melville,NY 11747. 631.427.5665. nelsonpope.com cf) co INDIVIDUALSURVEYS U_ 269.77'(ACTUAL) _ DRAWN BY: NP ADD No.: 00026_I SCALE: U) S37°04'40"E CHECKED BY: MS FILE NO.: SHEET NO.: 1 OF 1 1"=30' DATE: 05-04-2022 PROJECT NO.: 00026 ELECTRIC PANEL 0 NOTES: THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFOREARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. 10'0 X 10' IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, DEEP L.P.--(i)INPROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY 27V..00 PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OFA LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY.IF I NV. AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE 27.71 ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND O INV. INV. INV. THE NOTATION'ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. sT-2 ST 28.48 29.89 29.92 CO IN MH p s- s- s COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED 1. ST-1 NV. 123.8' 6"SDR-35 WITH CASTING SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BEA VALID TRUE COPY. 28.36 PIPE,TYP.@ 1.32% 4"SDR-35N N AT GRADE M PIPE,TYP. INV.29.99 NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS Q'. OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED. INV: 30.30 CO,TYP. UNDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED J o 15.0' INV. AS TO ACCURACY,EXISTENCE,EXACT LOCATION,TYPE OR USE,ACTIVE OR INACTIVE. s s P O LU it 15.3' nj R8.3 30.63 ELECTRIC AND GAS UTILITY LOCATION PROVIDED FROM PSEG DISTRIBUTION DESIGN Q. F. iri °? i� 16.0' n PLAN DATED 721/18.LOCATION OF GAS AND UTILITY IS APPROXIMATE AND LOCATED s/ Go �1 q1 3 �i Z 0 p�1,9 DIP d' DIP 22'7 N v TYPICALLY IN THE SAME TRENCH.ACCURACY OF UTILITY IS NOT GUARANTEED NOR IS 5/ �Nv•3 0'O 15• 000 INV. IINV 2.0'x2 THERE ANY GUARANTEE THAT ALL EXISTING UTILITIES ARE SHOWN ON THIS MAP. s� 15• N UZ 2.0' UNIT 50 30.40 130.77 2.01D CONSULT WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR e 63 20 1 UNIT 49 FURTHER DESIGN. / of 1 STY FRAME RESIDENCE PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, `LZ• 3 UN\ l 2.0 SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS . B 160 N \\ r` ZO 20 I OTHER THAN VISIBLE PERMANENT STRUCTURES. 20` 2 COPYRIGHT®NELSON 8 POPE,ENGINEERS AND SURVEYORS.ALL RIGHTS c C� do 3 1 3.3' RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, LU i0 ``\'(5 M` i\ 3 .3' I GARAGE I RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED V V �`/ G P i \ 3• y w V s I GARAGE I I IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN 7 ` S ` C / \ J d o Uj U)F p LU LU I 1 PERMISSION OF THE SURVEYOR. IY Q: G 45 aw riwLU I 1 LU O Q i \ GPS \ jry c1 C9�' U' N 2 C 18.7' OIfl: GAS ADDITIONAL IMPROVEMENTS AND/OR POSSESSION,IF ANY,NOT LOCATED,NOT (A LL Z' \ \ \ tv Co 9.3' `' cV 19.0' c i 4.0' ` METER SHOWN x U) 4- O. G� O. L1 I N �'- %11 ( g��j lot \\ GPRP \\ 1$a N g. 12 t7 12.0 p ALL SANITARY PIPING 4'8 B'SDR35,TYPICAL. Z "q -r 3' N m w U 17.0' Lu w x 0q 10 i� ao�N 169 D� ALU � ice w� W O� N'&w LIJ CO A LL , a y 11 p B. CURBS PROP.CURB CB (''c G NCL c7m ; �y w w-w- ��Ia*� . v (9�dUU. �3 6 "�-w-w-w-w-wl-w-w-""'- 0 5�_� CI 0 _ fib `y�'���\ O�OQ G�1FZ /v+ 10" WATER MAIN () W ,�_CO 3 / / v � G0S�G�1G� / C/ SANDS GJ� �/ i 'S� SWEET MEADOW s , LL all COURT r! Z VL7 �< < 41 } N ;r0 $ /. SUB PAVEMENTP�'w Co 'v 0 1 V4 2022 o JFiRP. l 12-08-2021 FOUNDATION LOCATION SANITARY AS-CONSTRUCTIED St1F EY SANITARY SYSTEM AS-BUILT TABLE o1-zs-2o22 SANITARY AS BUILT FOR UNITS 49 - 51 >f14,�` "��� �, STRUCTURE NAME I TIE A I TIE B UNIT DESIGNATION MAP OF UNITS#49,50&51 HARVEST POINTE CONDOMINIUM 2 ST-1 50.8' 54.5' FILE NO.:490 FILED September 28,2020 ST-2 54.8' 58.4' SITUATED AT CUTCHOGUE LP 73.8' 70.7' TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK S.C.T.M.DISTRICT 1000,SECTION 102.01,BLOCK 0200,LOTS 023.000,024.000&025.000 HEALTH DEPARTMENT REFRENCE NUMBERS&AREA'S OL NELSON ♦ POP E UNIT No. HD REF No. HABITABLE AREA GARAGE AREA TOTAL GROSS FLOOR AREA ml 49 R10-17-0103 1,599 S.F. 363 S.F. 1,962 S.F. 60 engineers•e/IChiteCts•surveyors 50 R10-17-0104 1,599 S.F. 363 S.F. 1,962 S.F. 70 Maxess Road,Melville,NY 11747. 631.427.5665. nelsonpope.com -- INDIVIDUALSURVEYS 51_ ,R10i17�0105` } 1,599 S.F. 363 S.F. 1,962 S.F. DRAWN BY: NP ADD No.: 00026_1 SCALE: CHECKED BY: MS FILE NO.: SHEET NO.: 'I OF'I DATE: 02-09-2022 PROJECT NO.: 00026 1"=30' U fj C,[551 --s6�,;2, APP VED AS NOTED L TRUSS PLACARDING REQUIRED DATE: B:P:# s FEE' ! 7 3Y: NOTIFY 'BUILDING `DEPARTMENT- AT - -"- " �_�__. 765-1802'-,8-AM TO 4 PM FOR-THE `66`NOT��PRO,CEEOsWITH '. FOLLOWING: Section R316 Foam Plasti 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, c TABLE R405.1 Z draftstops shall be installed so that the area of the concealed space does not exceed 1,000 square feet. Draftstopping shall divide the concealed R316.1 General. The provisions of this section shall govern the materials, design, application, construction and installation of foam plastic materials. Properties of Soil Classified According to the Unified Soil Classification System W CC ,, 2020 RESIDENTIAL CODE OF 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 M f""1 0 2020 EXISTING BUILDING CODE OF NEW YORK STATE UNIFIED SOIL VOLUME be provided in floor-ceiling assemblies under the following circumstances: the label of an approved agency showing the manufacturers name, the product listing, product identification and information sufficient to determine that the SOIL CLASSIFICATION � � 2. Floor framin Is constructed of truss- e o en-web or erforated members. end use will corn I with the re uirements. GROUP SOIL DESCRIPTION DRAINAGE FROST HEAVE CHANGE U e, 9 tYP P P PY q SYSTEM POTENTIAL R) 20 2 0 FIRE C 0 D E 0 F NEW YORK STATE R 302.1.12.1 Materials. Draftsto in material shall be not less than 1 2 inch sum board, 3 8 inch wood structural nels. R316.4 Thermal barrier. Unless otherwise allowed in Section R316.5, foam plastic shall be se arated from SYMBOL CHARACTERISTICS POTENTIAL EXPANSION O PP 9 / 9YP / Pa P V 2'i GW WELL GRADED GRAVELS, GRAVEL SAND MIXTURES, 0 � the interior of a building by an approved thermal barrier of not less than % inch gypsum wallboard. LITTLE OR NO FINES c0o0 Low Low V � 2020 MECHANICAL CODE OF NEW YORK STATE z -5 R302.13 Fire protection of floors. Floor assemblies that are not required elsewhere in this code to be fire-resistance rated, shall be provided with a 1/2 inch R316.5.3 dttics. 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 2020 PLUMBING CODE OF NEW YORK STATE LITTLE OR NO FINES 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. L- o � m GROUP I SW WELL GRADED SANDS, OR GRAVELLY SANDS, I- 4--JI = an ti v 2020 PROPERTY MAINTENANCE CODE OF NEW YORK STATE AND NEPA 70 2. The space is entered only for purposes of repairs or maintenance. LITTLE OR No FINES GOOD LOW LOW 0 ,� U 0 � M Exceptions: 3. The foam plastic insulation has been tested in accordance with Section R316.6 or the foam plastic insulation is protected against ignition using 3/8 inch SP POORLY GRADED SANDS, OR GRAVELLY SANDS, •S N 20 2O NEW YORK STATE ENERGY CONSERVATION C O N STR U CTI O N CODE- 4. Wood floor assemblies using dimension lumber or structural composite lumber equal to or greater than 2 inch by 10 inch. gypsum board. LITTLE OR NO FINES GOOD LOW LOW IX .� 0 N> R316.5.11 Sill lates and headers. Foam lastic shall be ermitted to be s ra a lied to sill lates and headers or installed in the erimeter joists ace without the GM SILTY GRAVELS, GRAVEL SAND SILT MIXTURES MEDIUM Low ~ w w Z_ P P P P Y PP P P 1 P U) "� RESIDENTIAL PROVISIONS Section R303 thermal barrier specified in Section R316.4 subject to all of the following: SM SILTY SAND, SAND SILT MIXTURES GOOD MEDIUM LOW Z V 2,_ � GC CLAYEY GRAVELS, GRAVEL SAND CLAY MIXTURES MEDIUM MEDIUM LOW ` � ch Light, Ventilation and Heating 1. The thickness of the foam plastic shall be not more than 3v inch. Q W m co R303.1 Habitable rooms. Habitable roams 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 u, 4 SECTION R101 99 9 9 9 P _ r- 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, ❑ ... with ASTM E 84 or UL 723. SILTY OR CLAYEY FIND SANDS OR CLAYEY SILTS WITH MEDIUM HIGH LOW U e' 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 R101.2 The provisions of the 2020 Residential Code of NYS for One and Two Family Dwellings shall apply to the construction, afterotion, movement, enlargement, installed in accordance with Section M1507. - SLIGHT LOW TOIIY c/ 50 Section R317 Protection of Wood and Wood Based Products ainst Deca CL INORGANIC CLAYS OF LOC TO MEDIUM PLASTICITY, replacement, repair, equipment, use and occupancy, location, rem)val and demolition of detached one and two family dwellings and townhouses not more 2. The glazed areas need not be installed in rooms where Exception 1 is satisfied and artificial light is provided that is capable of producing an A9 Y GRAVELLY CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN MEDIUM MEDIUM MEDIUM 2 than three stories above grade plane in height with a separate means of egress and their accessory structures not more than three stories above grade average illumination of 6 footcandles (65 lux) over the area of the room at a height of 30 inches above the floor level, R317 All sills and plates on exterior foundation wall to be pressure preservatively treated in accordance with AWPA U1. CLAYS TO Low a plane in height. R303.8 Exterior stairway illumination. Exterior stairways shall be provided with an artificial light source located at the top landing of the stairway. Exterior Foundation wood girders: wood girders seated in exterior foundation walls to have min. 1/2 inch air space all sides or ends wrapped with aluminum stairways providing access to a basement from the outdoor grade level shall be provided with an artificial light source located at the bottom landing flashing. of the stairway. R317.1 Location required. Protection of wood and wood-based products from decay shall be provided in the following locations by the use of naturally durable wood R404.1.6 Height above finished grade. Concrete and masonry foundation walls shall extend above the finished grade adjacent to the foundation at all points or wood that is preservative-treated in accordance with AWPA Ut for the species, product, preservative and end use. a minimum of 4 inches where masonry veneer is used and a minimum of 6 inches elsewhere. R202 Definitions: Section R305 R317.1.1. Field treatment. Field-cut ends, notches, and drilled holes of preservative-treated wood shall be treated in the field in accordance with AWPA M4. R404.1.7 Backfill placement. Backfill shall not be placed against the wall until the wall has sufficient strength and has been anchored to the floor above, or Continuous Insulation: Insulating material that is continuous across all structural members without thermal bridges other that fasteners and service openings. R317.3 Fasteners and connectors in contact with reservative treated and fire retardant treated wood. Fasteners, includin nuts and washers, and connectors in has been sufficiently braced to revent damn e b the back fill where the unbalanced hei ht of fill exceeds 4 feet. It is installed in the interior or exterior or is integral to any opcque surface of the building envelope. Ceiling Height contact with reservative treated wood and fire retardant treated wood shall be in accordance with this section. The coatin wei hts for zinc coated P Section R405 Foundation Drains e 9 Z Mezzanine: An intermediate level or levels between the floor and ceiling of any story. R305.1 Minimum height. Minimum ceiling heights of 7'-0' in habitable rooms. Minimum ceiling heights of 6'-8" in bathrooms, tolet rooms & laundry rooms. P 9 9 g O Windbome Debris Region: Areas within hurricane-prone regions located within 1 mile of the coastal mean high water line where the ultimate design wind Exceptions: 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 speed (Vult) is 130 mph or greater. 2. A shower or tub equipped with a showerhead shall have a ceiling height of not less than 6 feet 8 inches above an area of not less than 30 usable spaces located below grade. Drainage tiles, gravel or crushed stone drains, perforated pipe or other approved systems or materials shall be U R 319.1 Address identification. Buildings shall be provided with approved address identification. The address identification shall be legible and placed in a position installed at or below the top of footing or below the bottom of the slab and shall discharge by gravity or mechanical means into an approved 0 inches by 30 inches at the showerhead. that is visible from the street or road fronting the property. Address identification characters shall contrast with their background. Address numbers shall drainage system. � 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 other obstructions in basements containin habitable space shall be permitted to project to within 6 feet 4 inches of the P q 9 P 1 9 9 be Arabic numbers or alphabetical letters. Numbers shall not be spelled out. Each character shall be not less than 4 inches in height with a stroke with Exception: A drainage system is not required where the foundation is installed on well drained ground or sand gravel mixture with soils accordin H 'u i hese standards the desi n shall cam with the Buildin Code. finishe oar. 9 fn and the limitations therein. Where engineered design is used in cool nctlon wth t g ply g of not less than 0.5 inch. Where required by the fire code official, address ident'rfication shall be provided in additional approved bcations to facilitate to the unified Soii Classification System, Group I Soils, as detailed in Table R405.1. 1. AWC Wood Frame Construction Manual (WFCM). (2015 EDITION) R308.4 Hazardous locations. The locations specified in Sections R308.4.1 through R308.4.7 shall be considered to be specific hazardous locations for the emer en 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 Z purposes of glazing. other9sign or means shall be used to identify the structure. Address identificafion shall be maintained. P �� P O R301.1.3 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 Section R406 Foundation Waterproofing and Dampproofing 0 9 9 the bottom ex osed ed a of the lazin is less than 60 inches above the floor. R406.1 Concrete and masonry foundation dampproofing. Except where required to be waterproofed, foundation walls that retain earth and enclose interior IY i e r i The extent of such desi n need onl P 9 9 9 conforming to this code, these elements shall be designed in accordance with accepted eng n song p act ce. g y Section R321 Elevators and Platform Lifts spaces and floors below grade shall be dompproofed from the higher of (a) the top of the footing or (b) 6 inches below the top of the basement O demonstrate compliance of nonconventional elements with other applicable provisions and shall be compatible with the performance of the conventional framed 1. Where the glazing is within 24 inches of either side of the door in the plane of the door in a closed position. R 321.1 Elevators. Where rovided assen er elevators limited use and limited a lic ti , ^ system. Engineered design in accordance with the International Building Code is permitted for buildings and structures, and parts thereof, included in the 2. Where the glazing is on a wall less than 180 degrees from the plane of the door in a closed position and within 24 inches of the hinge side of P , P 9 pp a on elevators or private residence elevators shall comply with ASME A17.1/CSA floor to the finished grade using a bituminous coating. LL L ,� scope of this code. an in-swinging door. B44. I M Re 321.2 Platform Lifts. Where provided, platform lifts shall comply with ASME A18.1. R406.3.3 Porous FII. The s ace between the excavation and the foundation wall shall be backfilled with O L , J R308.4.6 Glazing adjacent to stairs and ramps. Glazing where the bottom exposed edge of the glazing is less than 36 inches above the plane of the adjacent P porous fill up to a height of one-half of the backfilll Z R301.2.1 Wind desi n criteria. Buildin s and ortions thereof shall be constructed in accordance with the wind rovisions of this code usin the ultimate desi n wind walking surface of stairways, landings between flights of stairs and ramps shall be considered to be a hazardous location. heioght and covered with strips of 30 pound asphalt paper or 6 MIL polyethylene to permit water seepage while avoiding infiltration of fine soils. 9 9 ? P 9 9 Section R322 Flood Resistant Construction The remainder of excavated area shall be backfilled with the same type of soil as was removed during excavation. ❑ (� speed in Table R301.2(2) as determined from Fgure 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 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 desi ned and R408.1 Ventilation. Crawl space vents: Provide 1 s.f. of ventin er 150 s.f. of floor area unless round surface is covered b a class 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. 9 9 P 9 y one vapor retarder W J 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 1� ASTM E1886 per section 301.2.1.2.1. Garage door glazing shall meet impact-resisting standards or ANSI/DASMA 115. comply with the provisions associated with the most restrictive flood hazard area. Buildings and structures located in whole or in part in identified foundation. Exception: Wood structural panels with a thickness of not less than 7/16' and span not more than 8'-0" shall be permitted for opening protection. Panels Section R310 Emergency Escape and Rescue Openings floodways shall be designed and constructed in accordance with ASCE 24. R408.4 Crawl space access panel to be min. 18" by 24'. Openings through perimeter wall shall be not less than 16' by 24". shall be precut and attached to the flaming surrounding the opening. Panels shall be predrilled and secured with the attachment hardware provided. 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 UNFINISHED BASEMENTS IN A SINGLE FAMILY HOME & IN EACH TOWNHOUSE UNIT BASEMENT, ARE REQUIRED TO HAVE AT LEAST ONE EMERGENCY ESCAPE 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 �� AND RESCUE OPENING PER SECTION R310. (Egress window & window well) or structure in violation of this section. structural panels as specified in Section 503.2. Fireblocking shall be of any grade lumber. TABLE R301.20) R 322.1.6 Protection of mechanical lumbin and electrical stems. Electrical ems, e ui ment and corn onents; heatin ventilatin CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA R310.1 Emergency escape and rescue opening required. Basement shall have not less than one operable emergency escape and rescue opening. P 9 sY q P P g, g, air conditioning; plumbing R502.4 Joists under bearing partitions: Provide 2x full depth blocking 0 48" o.c. max. where beam is not located under waill to allow for i in or vents. O R310.2.1 Minimum opening area. Emergency and escape rescue openings shall hove a net clear opening of not less than 5.7 square feet. The net clear appliances and plumbing fixtures; duct systems; and other service egwpment she►I be located at or above the elevation required in Section R322.2 or P P 9 len 9 SEISMIC WINTER ICE BARRIER Air Mean 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 Desi n SUBJECT TO DAMAGE FROM FLOOD height opening shall be not less than 24 inches and the net clear width shall be not less than 20 inches. p..� SNOW DESIGN DESIGN UNDERLAYMENT Freezin Annual Exce tion: Locatin electrical tems a ui ment and corn onents• heatin ventilatin air conditionin I bin on masonry or concrete or alternatively, the ends of joist shall be supported on a 1'x4" ribbon strip and shall be nailed to adjacent stud. W SPEED Topographical Special Wind FROST LINE 9 P 9 9 g, g, g, p um g appliances and plumbing fixtures; duct J W TERMITE DECAY HAZARDS R310.2.2 Window sill height. Where a window is provided as the emergency escape and rescue o enin , it shall have a sill hei ht of not more than 44 inches P 9 q P P LOAD (mph) Effects Wind bourne CATEGORY WEATHERING DEPTH TEMP REQUIRED Index Temp systems; and other service equipment is permitted below the elevation required in Section R322.2 or R322.3 provided that they are designed and installed to R502.7 Lateral restraint at supports. Joists shall be supported laterally at ends by full depth solid blocking or by attachment to band or rim joist. (n above the floor; where the sill height is below grade, it shall be provided with a window well in accordance with Section R310.2.3. Region Debris riz n al res of the window well shall be not less than 9 s uare feet with a horizontal ra'ection and width of oat less than 36 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 R310.2.3 Window wells. The ho o t a zone q P 1 buoyancy, during the occurrence of flooding to the design flood elevation in accordance with ASCE24. Electrical wiring systems are permitted to be located cross-laminated timber members or I-joists are prohibited except where permitted by the manufacturers recommendations or as shown on these m inches. The area of the window well shall allow the emergency escape and rescue opening to be fully opened. below the required elevation provided that they conform to the provisions of the electrical part of this code for wet locations. drawings. V J " MODERATE SLIGHT TO t0 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 20 140 NO (B) SEVERE 36" 70 HEAVY MODERATE Degrees Yes X 1500 the window in the full o en sition. Ladders or run s shall have an inside width of not less than 12 inches shall ro ect not less than 3 inches R 322.1.7 Protection of water supply and sanitary sewage systems. New and replacement water supply systems shall be designed to minimize or eliminate infiltration R502.11.1 Wood Truss Design. Wood trusses shall be designed in accordance with approved engineering practice & be prepared b a r istered truss desi n ❑ Y P Po 9 P l of flood waters into the system in accordance with the plumbing provisions of this code. rofessional where re uired b the statues of the urisdiction in which the ro'ect is to be constructed. Y 9 W O from the wall and shall be spaced not more than 18 inches on center vertically for the full height of the window well. P q Y j P 1 R 322.1.8 Flood-resistant materials. Building materials and installation methods used for flooring and interior and exterior walls and wall coverings below the elevation 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 required in Section R322.2 or R322.3 shall be flood damage-resistant materials that conform to the provisions of FEMA TB-2. R301.2.1.4 Exposure category. or t>y an approved alternative method. R 322.2.2 Enclosed area below design flood elevation. Enclosed areas, including crawl spaces, that are below the Section R506 Concrete Floors (On Ground) 1. Exposure B. Urban and suburban areas, wooded areas or other terrain with numerous closely spaced obstructions having the size of single family dwellings 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 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. with the United Soil Classification System, Group I soils, as detailed in Table R405.1. design flood elevation shall: R506.2.2 , Base. A 4 inch thick base course consisting of clean graded sand, gravel, crushed stone, crushed concrete or crushed blast-furnace slag passing V 1. Be used solely for parking of vehicles, building access or storage. uj 2. Exposure C. Open terrain with scattered obstructions having a height less than 30 feet extending more than 1500 feet. Exposure D extends downwind R311.6 Hallways: min. 36' clear width. a 2-inch sieve shall be placed on the prepared subgrade where the slab is below grade. 2. Be provided with flood openings that meet the following criteria and are installed in accordance with Section R322.2.2.1: Z) 600 feet from the partially obstructed area. Includes flat open country and grassland. R311.7 Stairways - Exception: Abase course is not required where the concrete slab is installed on well-drained or sand-gravel mixture soils classified as Group 1 � 3. Ex sure D. Fla unobstructed areas ex sed to wind flowin over o en water for a distance of not less tan 5000 feet. Ex osure D extends downwind 600 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. Po t. Po 9 P P R311.7.1 �dth. Stairways shall be not less than 36 inches in clear width at all points above the permitted handrail height and below the required headroom 9 Y � feet from the unobstructed area. is measured on the exterior of the enclosure walls. height. The clear width of the stairway at and below the handrail height, including treads and landings, shall l>e not less than 31 '� inches where a 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 1IIF"'"'""����'"' R 322.2.2.1 Installation of openings. The walls of enclosed areas shall have openings installed such that: the concrete floor slab and the base course or the re ared sub rade where no base course exists. The va r retarder is not re uired for Gara es f) handrail is installed on one side of 27 inches where handrails are provided on both sides. p p g po q ' g � r ) 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 R311.7.2 Headroom. The headroom in stairways shall be not less than 6 feet 8 inches. 1. There shall be not less than two openings on different sides of each enclosed area; if a building has more than one enclosed area below the design utility buildings and othee unheated accessory structures. Z v bearin wall stud hei ht ermitted b Table R602.3 5. Individual walls or wall studs shall be ermitted to exceed these limits as ermitted b Cha ter 6 flood elevation, each area shall have openings. 9 9 P Y ( ) P P Y P 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. W 2. The bottom of each opening shall be not more than 1 foot above the higher of the final interior grade or floor and the finished exterior grade provisions, provided that story heights are not exceeded. An en5ineered design shall be provided for the wall or wall framing members where the limits of Section R602 Wood Wall Framing � R311.7.5.1 Risers. The riser height shall be not more than 8 1/4 per supplement. immediately under each opening. Chapter 6 are exceeded. Where the story height limits of this section are exceeded, the design of the building, or the noncompliant portions thereof, to R602.3 Design and construction. Components of exterior walls shall 11e fastened in accordance with Tables R602.3(1) throw h R602.3 4. Wall sheathin resist wind loads shall be in accordance with the Buildin Code. R311.7.5.2 Treads. The tread depth shall be not less than 9 inches per supplement. 3. Openings shall be permitted to be installed in doors and windows; doors and windows without installed openings do not meet the requirements of this 9 ( ) 9 U 9 shall be fastened direct to framin members and shall confirm to the re uirements of Table R602.3 3 R311.7.5.3 Nosings. A nosing projection not less than 3/4 inch and not more than 1 j4 inches shall be provided on stairways with solid risers. section. IY 9 q ( ) Q R302.2 Townhouses. Common walls separating townhouses shall be assigned a fire-resistance rating in accordance with Section R302.2, Rem 1 or 2. The common R311.7.8 Handrails shall be provided on not less than one side of each flight of stairs with four or more risers. R 322.3 Coastal high-hazard areas (including V Zones and Coastal A Zones, where designated) Elevation requirements. 0 wall shared by two townhouses shall be constructed without plumbing or mechanical equipment, ducts or vents in the cavity of the common wall. The wall 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. I. Buildings and structures erected within coastal high-hazard areas and coastal A Zones, shall be elevated so that the bottom of the lowest horizontal shall be rated for fire exposure from both sides and shall extend to and be tight against exterior walls and the underside of the roof sheathing. Electrical Exceptions: structural members supporting the lowest floor, with exception of piling, pile caps, columns, grade beams and bracing, is elevated to or above the base installations shall be in accordance with Chapters 34 through 43. Penetrations of the membrane of common walls for electrical outlet boxes shall be in 1. Handrails shall be permitted to be interrupted by a newel post at the tum. Floor elevation plus 1 foot or the design flood elevation, whichever is higher. TABLE R602.3(1) FASTENING SCHEDULE accordance with Section R302.4. R311.7.10.1 Spiral Stairways. Spiral stairways are permitted provided that the clear with at and below the handrail is not less than 26 inches and the walkline 2. Basement floors that are below grade on all sides are prohibited.R 322.3.3Foundations. Buildings and structures erected in coastal high-hazard areas DISCRIPTION , FASTENING 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 and Coastal A Zones shall be supported on pilings or columns. (a,b,c,d) ME assembly tested in accordance with ASTM E 119 or UL 263. radius is not greater than 24� inches. Each tread shall have a depth of not less than 6� inches at the walkline. All treads shall be identical, and the 2. Where a fire s rinkler em in accordance with Section P2904 is not rovided, the common wall shall be not less than a 2-hour-resistance-rated wall rise shall not be more than 9 inches. Headroom shall not be less than 6 feet 6 inches. 1. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE THREE 8D COMMON. TOE NAIL p cyst p Section R325 Mezzanines 2. CEILING JOISTS TO TOP i'LATE assembly tested in accordance with A7M E 119, UL 263, or section 703.3 of the Building Code. R 311.8 Ramps. 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 THREE 8D COMMON. TOE NAIL R 311.8.1 Maximum slope. Ramps serving the egress door required by Section R 311.2 shall have a slope of not more than 1 unit vertical in 1 e t�ns 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 3. CEILING JOISTS (NOT ATTCHED TO RAFTER), LAPS THREE 16D COMMON FACE NAIL TABLE R302.1 1 horizontal (8.3 percent slope). All other ramps shall have a maximum slop of 1 unit vertical in 8 units horizontal (12.5 percent). Ex p r- ( ) they are located. The enclosed portion of a room shall not be included in o determination of the floor area of the room in which the mezzanine is OVER PARTITIONS r EXTERIOR WALLS Where it is technically infeasible to comply because of site constraints, ramps shall have a slope of not more than 1 unit vertical in 8 units located. w 0 4. CEILING JOIST TO PARALLEL RAFTERS + LAPS TABLE R802.5.1(9) FACE NAIL ¢ N N N ri ti � ui� MINIMUM MINIMUM FIRE horizontal (12.5 percent). R 325.4 deans of egress. The means of egress for mezzanines shall comply with the applicable provisions of Section R311. o � N 0i ri co 0 - �- EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE 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 5. COLLAR TIE TO RAFTERS THREE 10D EACH FACE NAIL s here 4 inches or more in diameter. R 325.5 Openness. Mezzanines shall be open and unobstructed to the room in which they are located except for walls not more than 36 inches in height, columns WALLS FlRE-RESISTANCE RATED 1 HOUR 0 feet P and posts. 6. RAFTER OR ROOF TRUSS TO PLATE THREE 10D COMMON 2 ON SIDE + 1 ON OTHER TOE NAIL NOT FIRE-RESISTANCE RATED o HouRs 25 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 Exceptions: 7. ROOF RAFTERS TO RIDGE, VALLEY OR HIP THREE 10D COMMON. PROJECTIONS FlRE-RESISTANCE RATED 1 HOUR ON THE UNDERSIDE t2 feet to <5 feet greater than 72 inches above the finished grade or the other surface below on the exterior of the building, the operable window shall comply with one RAFTERS TOE NAIL I. 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 of the following: enclosed s ace is not reater than 10 ercent of the mezzanine area. TABLE R302.1(2) P 9 P 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 8. STUD TO STUD (NO AT BWP 16D COMMON AT 24"O.C. FACE NAIL EXTERIOR WALLS- DJJELLINGS WITH FIRE SPRINKLERS 2. In buildings that are not more than two stories above grade plane and equipped throughout with an automatic sprinkler system in accordance with position. Section R313, a mezzanine shall not be required to be open to the room in which the mezzanine is located. 9. STUD TO STUD (AT BRACED WALL PANEL) 16D COMMON AT 16"O.C. FACE NAIL m MINIMUM MINIMUM FIRE 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F 2090. „ z en 10. BUILT UP HEADER, TWO PIECES 16D COMMON AT 16 O.C. ALONG EACH EDGE FACE NAIL g z EXTERIOF! WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. R401.4.1 In lieu of a complete geotechnical evaluation footings shall be placed on rock, sand gravel and/or gravel, sand, silty sand, clayey sand, silty gravel or cn o. g WALLS FlRE-RESISTANCE RATED 1 HOUR 0 feet P 9 P 9 PY P 9 Y Y 9 P P 9 9 P 9 P y ay 11. CONTINUOUS HEADER TO STUD FOUR 8D COMMON. TOE NAIL Z z 0 � N a R312.2.2 Window o enin and control devices. Window o enin control devices shall corn I with ASTM F 2090. The window o enin control device, after cls a ravel with a resum tive desi n load bearin value of 2,000 PSF. Do not lace footin s on soil that consists rimaril of cl or silt or have z z z NOT FIRE-RESISTANCE RATED o HouRs 3 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 any inorganic material or fill. 12. TOP PLATES TO TOP PLATE 16D COMMON 0 16"0/C FACE NAIL o O o o o z H w the area required by Section R310.2.1. TABLE R402.2 Concrete: A 28 da minimum cam ressive strep th f'c is re uired at the followin locations: 13. DOUBLE TOP PLATES SPLICE 8-16D COMMON V5 � V ¢ co 55 g a Y P 9 ( ) q 9 FACE NAIL w 5 a 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, 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 W Z - � 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 Section R313 Automatic Fire Sprinkler Systems 3. Porch slabs, steps, and garage slabs: 4000 psi plus 5 to 7% air entrainment LENGTH EACH SIDE OF END JOINT) assessor structures. R313.1 Townhouse automatic fire sprinkler systems. Townhouses having a height of three stories above grade plane shall be equipment throughout with an 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 W R302.2.4 Para ets for townhouses. automatic sprinkler system. P R 403.1.5 Stepped Footings: Step footing 1 ft vertical maximum on 2 feet horizontal where slope of footing bottom exceeds 10% 15. BOTTOM PLATE TO JOIST OR BLOCKING AT BWP 2-16D AT 16"O.C. FACE NAIL N 1. The ora et shall extend not less than 30 inches above the roof surfaces. R313.1.1 Design and installation. Automatic residential fire sprinkler systems for townhouses shall be designed and installed in accordance with Section P2904 ( ) P P R 403.1.3.6 Isolated concrete footings. In detached one and two family dwellings that are three stories or less in height and constructed with stud bearing walls, C Exception: A parapet is not required in the preceding two cases where the roof covering complied with a minimum Class C rating as tested in accordance with or NFPA 13D. isolated plain concrete footings supporting columns or pedestals are permitted. 16. TOP OR BOTTOM PLATE TO STUD TWO 16D COMMON. END NAIL 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 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 FOUR 8D COMMON. TOE NAIL throw bout with an automatic s rinkler s tem. R 403.1.6 Foundation Anchorage: Wood sale 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 9 P Ys 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 led ers attached to the sides of the roof framin members, for a distance of not less than 4 feet on each side of the wall or R313.2.1 Design and installation. Automatic residential fire sprinkler systems shall be designed and installed in accordance with Section P2904 or NFPA 13D. P 9 p p 21. JOIST TO SILL TOP PLATE OR GIRDER ( ) 9 9 the width of the late. A nut and washer shall be ti htened on each anchor bolt. There shall be a minimum of two bolts er late section and THREE 8D COMMON. TOE NAIL (� walls and any openings or penetrations in the roof are not within 4 feet of the common walls. 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. � 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 Balconies and decks. Sprinkler protection shall be provided for exterior balconies, decks and ground floor patios of dwelling units where the 22. RIM JOIST OR,BLOCKING TO SILL OR TOP PLATE 8D COMMON ® 6 0/C TOE NAIL Z W lower roof. The common wall construction from the lower roof to the underside of the higher roof deck shall have not less than a 1-hour fire-resistance building is of Type V construction. Sidewall sprinklers that are used to protect such areas shall be permitted to be located such that their 27. BUILT UP GIRDERS AND BEAMS 2X LUMBER 20D COMMON AT 32"O.C. T&B STAGGERED FACE NAIL AT EACH LAYER W rating. The wall shall be rated for exposure from both sides. deflectors are within 1 inch to 6 inches below the structural members and a maximum distance of 14 inches below the deck of the 28. 2X LEDGER 2 R302.2.6 Structural inde endence. Each individual townhouse shall be structural) Inde endent exterior balconies and decks that are constructed of o en wood joist construction. THREE 16D COMMON AT EACH JOIST OR RAFTER. FACE NAIL 11 O P Y P P 1 TABLE R404.1.2(1) 31. WOOD STRUCTURAL PANELS: SUBFLOOR 6D COMMON (WALL) 6 o/c at edges and Exceptions: Minimum Horizontal Reinforcement for Concrete Basement Walls ' „ 07 ROOF, AND WALL SHEATHING TO FRAMING 8D COMMON (ROOF) 12"o/c at interior W Z w 1. Foundations supporting exterior wall<I or common walls. Section R314 Smoke Alarms M4XIMUM UNSUPPORTED Y 5. Townhouses se arated b a common wall as rovided in Section R302.2, Rem 1 or 2 R314.1 General. Smoke alarms shall corn with NFPA 72 and Section R314. 8D COMMON (SUBFLOOR) supports (see note f) W U Iii P Y P PN HOGHT OF BASEMENT LOCATION OF HORIZONTAL REINFORCEMENT W R302.3 Two-famil dwellin s. Dwellin units in two-famil dwellin s shall be se arated from each other b wall and floor assemblies havin not less than a 1-hour R314.1.1 Listin s. Smoke alarms shall be listed in accordance with UL 217. Combination smoke and carbon monoxide alarms shall be listed in accordance W4LL (FEM 0 z Y 9 9 Y 9 P Y 9 9 a. All nails are smooth-common, box or deformed shanks except where otherwise stated. Nails used for framing and sheathing 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 with UL 2034. 58 ONE NO. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY connections shall have minimum average bending yield strengths as follows: 80 ksi for shank diameter of 0.192" (20d common nail , Z v (, wall assemblies shall extend to and be tight against the exterior wall, and wall assemblies shall extend from the foundation to the underside of the roof R314.3 Location. Smoke alarms shall be installed in the following locations. 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. ) O sheathing. 1. In each sleeping room. d. 4-foot-by-8 foot or 4 foot by 9 foot panels shall be applied vertically (n 4 ONE N0. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY Exceptions: 2. Outside each separate sleeping area in the immediate vicinity of the bedrooms. >8 AND ONE NO. 4 BAR NEAR THIRD POINTS IN THE WALL STORY f. Intermediate supports shall be spaced 6 inches on center for a minimum of 48 inch distance from ridges, eaves and gable end W �� 1A fire-resistance rating of % hour shall be permitted in buildings equipped throughout with an automatic sprinkler system installed in accordance with NFPA 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 walls and 4 inches on center to gable end wall framing. 0 w ;* 13• shower. 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 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 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. alarm in a location required by Section R314.3. W = 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 1. Ionization smoke alarms shall not be installed less than 20 feet (6096 mm) horizontally from a permanently installed cooking appliance. MINIMUM VERTICAL REINFORCEMENT BAR Iii U SIZE AND SPACING (INCHES) R602.3(5) 2x4 wall studs at 16 inches on center with a maximum height of 10 feet shall support a maximum of one floor plus roof/ceiling assembly. 2x6 H M from garage into habitable space: 45 min. fire rated with self - closing device or automatic - closing device. 2. Ionization smoke alarms with an alarm-silencing switch shall not be installed less than 10 feet (3048 mm) horizontally from a permanently installed wall studs at 16 inches on center with a maximum bei ht of 10 feet shall su rf a maximum w i 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 cooking appliance. MAXIMUM UNSUPPORTED MAXIMUM UNBALANCED DESIGN LATERAL SOIL PRESSURE OF 9 ppo of t o floor plus roof/ceiling assembly. Exceptions: F } WALL HEIGHT BACKFILL HEIGHT 45 LAT PER FOOT RE DEPTH Where designed by in accordance with accepted engineering practice or where the ultimate design wind speed is less than or equal to 130 mph, Z m No. 26 gage sheet steel or other approved material and shall oat have openings into the garage. 3. Photoelectric smoke alarms shall not be installed less than 6 feet 1828 mm horizontal) from a rmanent installed cookin a liance. 2X6 J2 grade studs supportin a roof bad with not more than 6 feet of tribute len th shall have a maximum wall[ hei ht of 18 feet whe 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. ( ) Y �' 9 PP (FEET) (FEEn Do not backfill with any soil containing silt or clay. 9 ry g g n � � J 4. R 314.4 Interconnection. Where more than one smoke alarm is re uired to be installed within an individual dwellin unit in accordance with WALL THICKNESS INCHES spaced at 16 inches on center and 20 feet where spaced at 12 inches on center. Z ¢ 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 q 9 ( ) g perpendicular to the adjacent dwelling unit wall. 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 8 10 12 R602.3.2 Top plate. Wood stud walls shall be capped with a double top plate installed to provide overlapping at comers and intersections with bearing 0 p p g / yp gyp g g / type gyp pp 9 9 / individual dwelling unit. 8 7 NR NR NR partitions. End joints in top plates shall be offset not less than 24 inches. Joints in plates need not occur over studs. Plates shall be not less TABLE R302.6 Gara a walls: 5 8 inch t e X sum board on ora a side, 1 2 inch X sum board ono osite wall side at habitable areas. Gara a ceilin : 5 8 (A than 2 inches nominal thickness and have a width not less than the width of the studs. LLl type X gypsum board 9 8 5 ® a1 NR NR R602.6 Drillin and notchin of dimensional lumber to conform to sections R602.6, R602.6.1, and fi ure R602.6 1 . Notchin & bored hole limitations for 0 \S RF R302.9 Flame Spread & Smoke Density Index. R309.2.1: Wall & ceiling fiiishes shall have a flame spread classification of not greater than 200. R30.9.2: Wall & Ceiling Section R315 Carbon Monoxide Alarms 9 9 10 9 6041 5022 NR 9 ( ) 9 �G �q R315.1 General. Carbon monoxide alarms shall be rovided in accordance with section 915 of the Fire Code of NYS. exterior walls and bearing walls, figure R602.6(2) Notching and bored hole limitations for interior non bearing walls &; figure R602.6.1 top plate Q- NR t3ERT �0 finishes shall have a smoke developed index of not greater than 450. Tested in accordance with ASTM E84 or UL 723. P 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 ��, O R302.11 Fire blocking shall be provided in wood-framed construction in the following locations: NR denotes no reinforcing required, C� each side. Follow manufacturers specifications for engineered products. (figure R602.6.1) Q :� ,'t •• ti� �\ 1. In concealed spaces of stud walls and partitions, including furred spaces and parallel rows of studs or staggered studs, as follows: Loccte vertical bars tY" clear from inside face of walls. The center of bars shall not vary from this by more than % inch. < ,, �'c tk 1.1 Vertically at the ceiling and floor levels. W • ! 1.2 Horizontally at intervals not exceeding 10 feet. t . o I s z 2 ,� f 2. At interconnections between concealed vertical and horizontal ;paces such as occur at soffits, drop ceilings and cove ceilings. U r, Y �a,. . 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. . , rr. 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 ❑ Q ` ?10 �1. i 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. ...... ..'SEW Y O :....................: 6. Fire blocking of cornices of a two-•family dwelling is required at the line of dwelling unit separation. JO NUMBER R302.11.1 Fireblocking materials. Except as provided in Section R302.1, Item 4, fireblocking shall consist of the following materials. w 16023 1. Two-inch nominal lumber. 2. Two thicknesses of 1" nominal lumber with broken lap joints. 3. One thickness of 23/32 inch wood structural panels with joints backed by 23/32 inch wood structural panels. UNIT 51 UNIT 5 2 SHEET NUMBER 4. One thickness of 3/4 inch particleboard with joints backed by 3/4 inch particleboard. Q 5. One half inch gypsum board. 6. One quarter inch cement based mil r gla. MODEL B !M O D EL B 1 Z 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. 1 ) { ) O W O COPYRIGHT GRCH ARCHITECTURE P.C.. 2017: ALL RIGHTS RESERVED TABLE R602.3(3) - TRUSS IDENTIFICATION SIGN U Requirements for Wood Structural Panel Wall Sheathing Used to Resist Wind Pressures (a,b,c) N1101.11.1 (R303.2.1) Protection of exposed foundation insulation. Insulation applied to the exterior of basement walls, crawlspace walls and the perimeter of P2607.2 Pipes penetrating exterior walls. Where a pipe penetrates an exterior wall, waterproof seal shall be made on the exterior of the wall by one of the fallowing PART 1265. RESIDENTIAL STRUCTURES WITH TRUSS Z slab-on-grade floors shall have rigid, opaque and weather-resistant protective covering to prevent the degradation of the insulations thermal performance. methods: TYPE CONSTRUCTION, PRE-ENGINEERED WOOD W CONSTRUCTION AND OR TIMBER CONSTRUCTION 2 v ULTIMATE DESIGN 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. SPACING (mph) N1101.14 (R401.3) Certificate (Mandatory). A permanent certificate shall be completed by the builder or other approved party and posted on a wall in the where the 2. A flashing of an approved elostomedc material. 6' DIA. U � MINIMUM MINIMUM MAXIMUM WALL REFLECTIVE RED � 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 '�""� U .� SIZE PENETRATION STRUCTURAL THICKNESS (INCHES) WIND EXPOSURE damage, the tank shall be installed in a pan constructed of one of the following: PANTONE (PMS) #187 EDGES FIELD CATEGORY TABLE N 1102.1.2 (R402.1.2) V (INCHES) PANEL SPAN (INCHES) 1. Galvanized steel or aluminum of not less than 0.0236 inch (0.6010 mm) in thickness. NZ s RATING (INCHES O.C.) (INCHES O.C.) Insulation and fenestration Requirements by Component O rl f � ` B C D 2. Plastic not less than 0.36 inch (0.9 mm) in thickness. (V ` " CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENT SLAB CRAWL 1-- G v t ZONE n U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE & SPACE 3. Other approved materials. �� t` " Sd 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 n installed beneath a as-fired water heater shall be constructed of material havin a flames read index of 25 or less and a smoke developed EFLECTIVE U -1� V > r- �' COMMON 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. 9 P p IX N ",r-2:4) 4 EXCEPT 0.32 0.55 0.40 49 20 OR 13+5h 8/13 19 10/13 10,2 ft 10/13 � WHITE ~ _ 0 N}' story) shall have the wall sheathing and fasteners designed to resist combined uplift and shear forces in accordance with accepted engineering MARINE / / / Cn L W°=Z- practice. Section T101 Scope Z (> 1'9 e;uo N1102.2.2 R402.2.2 Ceilings without attics aces. Where section N1102.2 would require insulation levels above R-30 and the design of the roof ceilin assembly does T101.1 General. The provisions shall be applicable for new construction where solar-ready provisions are required. 1 2• 1/' O < W� M ( ) 9 P q 9 / 9 Y / U Q w � M R802.11 Rafter or truss uplift force. not allow sufficient space for the required insulation, the minimum required R-value for such roof/ceiling assemblies shall be R-30. The insulation shall TRUSS IDENTIFICATION SIGN STROKE L co For rafters at 16"o/c in 130mph wind speed, Roof pitch > 5/12 Exposure B extend over the top of the wall plate to the outer edge of plate without compression. The reduction of insulation from the requirements of Section Section T102 General Definitions COMPLIANCE WITH 19 NYCRR 1264 ❑ = M CO 0 . hal be limited o 500 sf 46 mx or 20 percent of the total insulated ceiling area whichever is less. Solar-Read Zone. A section or sections of the roof or building overhang designated and reserved for the future installation of a solar U (,) ^ Span (ft) 12 18 24 28 32 36 42 48 N11 21.2 shall t ( ) p g Y 9 9 9 SIGNS IDENTIFYING THE LXISTANCE OF TRUSS CONSTRUCTION SHALL CONSISTS OF A CIRCLE 6 IN Uplift Force # 117 149 182 203 226 247 281 314 N1102.2.4 (R402.2.4) Access hatches and doors. Access doors from conditioned spaces to unconditioned spaces such as attics and crawl spaces shall be photovoltaic or solar thermal system. DIAMETER,WITH A STROKE WIDTH OF 1/2'.THE SIGN BACKGROUND SHALL BE REFLECTIVE WHITE N W 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 N COLOR,CONFORMING TO PANTONE P4 0 Exception: vertical doors that provide access from conditioned to unconditioned spaces shall be permitted to meet the fenestration requirements of Table Section T103 Solar-Ready Zone MATCHING SYSTEM(PMS)f187. 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 S in accordance with ASTM C 1002 R1102.1.2 based on the applicable climate zone specified in Chapter 3. T103.2 Construction document requirements for solar ready zone. Construction documents shall indicate the solar-ready zone. SECTION 1265.4.SIGN OR SYMBOL and shall penetrate the wood not less than 5/8 inch. N1102.2.8 R402.2.8 Floors. Floor framing-cavity Insulation shall be installed to maintain permanent contact with the underside of the subfloor decking. T103.3 Solar-read zone area. The total solar-read zone area shall be not less than 300 square feet 27.87 m2 exclusive of mandato access or set back THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BY AFFIXED TO THE ELECTRICAL BOX ATTACHED ( ) 9 tY � Pe 9 Y Y q ( ) mandatory TO THE EXTERIOR OF 11E RESIDENTIAL STRUCTURE: PROVIDED R702.4 Ceramic Tile. HOWEVER,THAT: IS AFFIXING THE SIGN OR N1102.2.9 (R402.2.9) Basement walls. Walls associated with conditioned basements shall be insulated from the top of the basement wall down to 10 feet (3048 mm) areas as required by the International Fire Code. New multiple single-family dwelling (townhouses) three stories or less in height above grade plane and with SMB R702.4.2 Backer boards. Materials used as backers for wall file in tub and shower areas and wall panels in shower area shall be of materials listed in Table R702.4.2, OL TO THE ELECTRICAL BOX WOULD OBSCURE ANY METER ON THE ELECTRIC BOX,OR IF THE UTILITY below grade or to the basement floor, whichever is less. Walls associated with unconditioned basements shall meet this requirement unless the floor overhead a total floor area less than or equal to 2,000 square feet (185.8 m2) per dwelling shall have a solar-ready zone area of not less than 150 square feet PROVIDING ELECTRICAL SERVICE TO THE RESIDENTIAL STRUCTURE DOES NOT ALLOW THE SICK OR SYMBOL and installed in accordance with the manufacturers recommendations. is insulated in accordance with Section N1102.1.2 and N1102.2.8. (13.94m2). The solar-ready zone shall be composed of areas not less than 5 feet (1.52m) in width and not less than 80 square feet (7.44 m2) exclusive TO BE AFFIXED TO THE ELECTRICAL BOX,THE SIGN OR SYMBOL SHALL BE AFFIXED TO THE EXTERIOR TABLE R702.4.2 N1102.4.2 (R402.4.2) Fireplaces. New wood-burning fireplaces shall have tight-fitting flue dampers or doors, and outdoor combustion air. Where using tight-fitting of access or set back areas as required by the International Fre Code. WALL OF TIE RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRICAL BOX.THE 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 O T103.7 Roof load documentation. The structural design loads for roof dead load and roof live load shall be clearly indicated on the construction documents. OF OCCUPANCY OR A CERTIFICATE OF COMPLIANCE MATERIAL STANDARD TABLE N 1102.4.1.1 (R402.4.1.1) T103.9 Electrical service reserved space. The electrical service panel shall have a reserved space to allow installation of a dual pole circuit breaker for future solar WOOD ROOF TRUSS SPECIFICATIONS: 0 GLASS MAT GYPSUM BACKING PANEL ASTM C 1178 Air Barrier and Insulation Installation electric installation and shall be labeled 'For Future Solar Electric% The reserved space shall be positioned at the opposite (load) end from the input feeder ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE BUILDING CODE. � FIBER REINFORCED GYPSUM PANELS ASTM C 1278 location or main circuit location. W 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. INFOFCED CEMENTITIOUS BACKER UNITS MM- 5/8 INCH THICK ROOF SHEATHING IS TO BE USED, WHEN ROOF TRUSSES ARE SPECIFIED AS THE ROOF FRAMING MEMBERS. Cn NONASBESTOS FIBER MAT REASTM C 1325 THE BREAKS RM OR JOINTS IN THE AIR BARRIER SHALL BENSEALEDS AIR BARRIER. 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 / GAPS IN THE AIR BARRIER SEALED. / E 3901.9 Garage Outlets. Garage receptacle, outlets must be serviced by a separate branch circuit that does not supply other outlets. At least one receptacle outlet D (EQUATION 16-8) U Allowable Spans for steel lintels supporting masonry veneer ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE WALL DOORS TO UNCONDITIONED ATTIC SPACES SHALL D + L (EQUATION 16-9) is required for each car space in a garage. W BE SEALED. D + S (EQUATION 16-10) SIZE OF STEEL ANGLE NO STORY ONE STORY Two STORIES E 3902.14 Location of GFCI outlets. All GFCI outlets must be placed in readily accessible locations. O a,c (inches) ABOVE ABOVE ABOVE WALLS THE JUNCTION OF THE FOUNDATION AND THE SILL PLATE SHALL BE SEALED. D + .6W (EQUATION 16-12) LL LiSx3x1/4 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 (.6W) + 0.75 S (EQUATION 16-13)L4x3x1/4 8'-0" 5'-0" 4'-6' _A KNEE WALLS SHALL BE SEALED. D = DEAD LOAD, L LIVE LOAD, S = SNOW LOAD, W = LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30 OF Z O n L WINDOWS. SKYLIGHTS AND THE SPACE BETWEEN WINDOW/ DOOR JAMBS AND FRAMING, AND SKYLIGHTS AND FRAMING SHALL BE ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND SPEED Uix3.5x5/ts to'-0" 8'-0' e'-o" DOORS SEALED. (101 MPH BASIC DESIGN WIND SPEED) IN EXPOSURE CATEGORY B. ElDESIGN LOADS: ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: Qii C) Lex3.5x1/4 14'-o" 9'-6' 7'-0" RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER TABLE R301.7 FLOORS (INCLUDING ABOVE THE AIR BARRIER SHALL BE INSTALLED IN ANY EXPOSED EDGE OF INSULATION THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD UP LOADS AS REQUIRED BY ASCE7-10 , TCDL = 15 PSF,a. Long leg of the angle shall be placed in a vertical position. GARAGE AND CANTILEVERED 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. FLOORS) ROOF: STRUCTURAL MEMBER DEFLECTION C. Minimum bearing to be 6". GROUND SNOW LOAD 20PSF FROM FIGURE SHAFTS, PENETRATIONS DUCTS SHAFTS, UTILITY PENTRATIONS, AND FLUE SHAFT OPENING TO EXTERIOR OR UNCONDITIONED R301.2(6) TRUSSES SHALT HAVE A MAXIMUM TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75'. MINIMUM DISTRIBUTED LIVE LOAD PER TABLE R301.5 R703.12 Adhered masonry veneer installation. Adhered masonry veneer shall comply with the requirements of Section R703.7.3. SPACE SHALL BE SEALED. (FOR SOLAR READY ROOF DESIGN LOAD ADD: 24 POUNDS Rafters having slopes greater than L/180 TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL INCLUDE THE ��7 >_4 R703.12.1 Clearances. On exterior stud walls, adhered masonry veneer shall be installed: GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE AND CONDITIONED SPACES. PER LINER FOOT DEAD LOAD FOR ROOF FRAMING) 3:12 with no finished ceiling attached FOLLOWING INFORMATION: 1. Minimum of 4 inches (102 mm) above the earth RECESSED LIGHTING RECESSED LIGHT FIXTURES INSTALLED AT IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO to rafters 1. DEPTH, SLOPE (IF ANY), SPAN, AND SPACING, f-`11 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 M 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. w EXTERIOR WALL FROM THE SHOWERS AND TUBS. UNINHABITABLE ATTIC W/O STORAGE: 10 PSF 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. a W stud walls in accordance with Section R703.4. Floors and ceilings w/ brittle finish L/360 4.2. TOP CHORD DEAD LOAD. � Support Y 9 P y P supporting 9 UNINHABITABLE ATTIC WITH STORAGE: 20 PSF R703.8.2.2. Su rt b roof construction. A steel an le shall be laced direct) on to of the roof construction. The roof su ortin construction for the steel angle shall ELECTRICAL PHONE BOX THE AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL OR COMMUNICATION BOXES OR AIR SEALED 4.3. BOTTOM CHORD LIVE LOAD. W consist of not fewer than three 2 inch by 6 inch wood members for wood construction. A wood member abutting the vertical wall stud construction shall be ON EXTERI R WALLS BOXES SHALL BE INSTALLED. HABITABLE ATTIC W FIXED STAIRS: 30 PSF All other structural members L/240 4.4. B01TOM CHORD DEAD LOAD. U) 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 E R301.2(4)A ULTIMATE DESIGN WIND SPEED: Exterior walls with plaster or stucco finish L/180 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. 0 1. 130 MPH FROM FIGUR anchored by the use of two 10d nails at every wood stud spacing. Install flashing and weep holes, The maximum height of the brick veneer above the lintel 4.6. CONTROLLING WIND LOADS. m N1102.4.5 (8402.4.5) Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and EXPOSURE CATEGORY: B FROM 8301.2.1.4 v J �..�/ shall be 12 feet 8 inches, with max 7:12 roof pitch. See figures 803.8.2.1 & 8703.8.2.2. Exterior walls with brittle finishes L/180 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. unconditioned spaces. All recessed luminaires shall be IC-rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 L/s) when tested 6. EACH REACTION FORCE AND DIRECTION. ❑ 8703.8.4 Anchorage: Masonry veneer shall be anchored to the the supporting wall studs with corrosion resistant metal ties embedded in mortar or grout and extending SEISMIC DESIGN CATEGORY: B FROM FIGURE 301.2.2 (exempt w in accordance with ASTM E 283 at a 1.57 psf (75Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the Exterior walls with flexible finishes L/1 80 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY Q into the veneer a minimum 1-1/2 inches, with not less than 5/8 inch mortar or grout cover to outside face. minimum tie size= 22 US gage. Minimum tie from seismic provisions of code per f� housing and the interior wall or ceiling covering. R301 2 2 LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. J fastener = 8d common nail. Airspace= Nominal 1' between sheathing & veneer. EAch tie shall support not more than 2.67 square feet of wall area and ) Lintels supporting mason veneer L 600 r shall be spaced not more than 32' on center horizontally and 24 inches on center vertically. C402.4 (R402.4.6)Tenant Separation Walls (Mandatory). Fire Separations between dwelling units in two-family dwellings and multiple single-family dwellings PRESUMPTIVE LOAD-BEARING VALUE OF SOIL: 2,000PSF Per TABLE pp g ry / 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. (townhouses) shall be insulated to no less than R-10 and the walls shall be air sealed. 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. FF""'��""II R703.8.5 Flashing shall be located beneath the lirst course of masonry above finished ground level above the foundation wall or slab and at other points of support., R401.4.1 Includes soil classes: GW, GP, SW, SP, SM, SC, 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. r including structural floors, shelf angles and lintels where masonry veneers are designed in accordance with section R703.8. GM, and GC. 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. U R703.8.6 Weepholes shall be provided in the outside wythe of masonry walls at a maximum spacing of 33 inches on center. Weepholes shall not be less than 3/16 Section N1103 (R403) 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. CO 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 8403.1 Controls Mandato At least one thermostat shall be provided for each separate heating and cooling system. of building footings. WOOD FLOOR TRUSS SPECIFICATIONS: 8703.14.2 Fire Separation. Polypropylene siding shall not be installed on wells with a fire separation distance of less than 5 feet (1524 mm) and walls closer than 10 ( ) (Mandatory). P pa 9 9 Y WOOD FLOOR TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SEC110N 1605.3 OF THE BUILDING CODE. Q feet (3048 mm) to a building on another lot. N 1103.1.1 (R403.1.1) Programmable thermostat. The thermostat controlling the primary heating or cooling system of the dwelling unit shall be capable of controlling � Exception: Walls perpendicular to the line used to determine the fire separation distance. the heating and cooling system on a daily schedule to maintain different temperature set points at different times of the day. This thermostat shall include ABBREVIATIONS 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: �_ 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 the capability to set back or temporarily operate the system to maintain zone temperatures down to 55T (13'C) or up to 85'F(29'C). The thermostat shall A.B. (EQJATION 16-8) Z U that will collect and discharge roof drainage to the ground surface not less than 5 feet from foundation walls or to an approved drainage system. Y programmed Y g p p g ( ) g p point HOIR BOLT D + L EQUATION 16-9 initial) be ro rammed b the manufacturer with a heating temperature set point no higher than 70'F 21'C and a cooling temperature set oint no lower D.S. DOWNSPOUT LT. WT. LIGHTWEIGHT RNG RANGE ( ) W 8802.1.5.4 Lobelin each piece of Fre-retardant Created lumber and wood structural panels shall be labeled per section 802.1.1. than 78'F (26'C). A.F.F. ABOVE FINISH FLOOR DTL DETAIL LT. LIGHT R.O. ROUGH OPENING 2 9 P P P ADJ. ADJACENT/ADJUSTABLE D = DEAD LOAD, L = LIVE LOAD, 8802.4.2 Framing details. Rafters shall be frarcied not more than 1 inches (38 mm) offset from each other to ridge board or directly opposite from each other N1t03.2 (8403.2) 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 LVR• LOUVER R RISER U E.J. EXPANSION JOINT L.T. LAUNDRY TUB RND ROUND 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: Q 9 ANCH. ANCHOR ELEC. ELECTRICAL TCLL = 40 PSF, TCDL = 10 PSF AND BCDL = 5 PSF valleys and hips there shall be a valley or hip rafter not less than 2 inch (51mm) nominal thickness and not less in depth than the cut end of the rafter. N1103.3 (8403.3 Ducts. Ducts and air handlers shall be installed in accordance with Sections N1103.3.1 through N1103.3.8. MAS. MASONRY S.C. SAWCUT � O Hi and valley rafters shall be su orted at the ridge b a brace to a bearing partition or be designed to ca and distribute the specific load at that ( } ( P ) Supply ( ) • EW✓• ELEVATION P Y PP 9 Y 9 P 9 nY P N1103.3.1 8403.3.1 Insulation Prescri tive. Su I and return ducts in attics shall be insulated to a minimum of R-8 where 3 inches 76.2 mm in diameter and < ANGLE MAT. MATERIAL SCHEM. SCHEMATIC point. Where the roof pitch is less than three units vertical in 12 units horizontal (25 percent slope), structural members that support rafters and ceiling greater and R-6 where less than 3 inches (76.2 mm) in diameter. Supply and return ducts in other portions of the building shall be insulated to a ARCH. ARCHITECTURAL EQ. EQUAL MAX. MAXIMUM SHLF SHELF TRUSSES SHALL HAVE A MAXIMUM LIVE LOAD DEFLECTION OF L/480 AND A TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75'. joists, such as ridge beams, hips and valleys, shall be designed as beams. minimum of R-6 where 3 inches 76.2 mm in diameter or greater and R-4.2 where less than 3 inches 76.2 mm In diameter. ® AT EQUIP EQUIPMENT MDO MEDIUM DENSITY OVERLAY SHT. SHEET , ( ) 9 ( ) EXP. EXPANSION TRUSS DESIGN DRAWINGS SHALLI BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL INCLUDE THE Where ceilingjoists or rafter ties are not provided, the rid a formed b these rafters shall be supported b a wall or girder designed in accordance with MECH. MECHANICAL SIM. SIMILAR 1 P 9 Y PPo Y 9 9 Exception: Ducts or portions thereof located completely inside the building thermal envelope. EXT. EXTERIOR FOLLOWING INFORMATION: accepted engineering practices. BD. BOARD MIN. MINIMUM S.S. STAINLESS STEEL 1. DEPTH, SPAN, AND SPACING. 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 8802.7.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural glue-laminated members, cross-laminated SIL. 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 Exceptions: BM BEAM M.O. MASONRY OPENING STRUCTURAL 3. REQUIRED BEARING WIDTHS. MTL. STRICT. C - METAL NC 1. Air impermeable spray foam products shall be permitted to be applied without additional joint seals. BTM BOTTOM F C SUSPENSION 4.1. TOP CHORD LIME LOAD OR SNCW LOAD. specifically considered. / FLOOR COVERING CHANGE SUSP. 8802.8.1 Bridging. Rafters and ceiling joists having a depth to thickness ratio exceeding 6 to 1 based on nominal dimensions shall be supported laterally by solid 2. For ducts having static pressure classification of less than 2 inches of water column (500 Pa), additional closure systems shall not be required for BLKG. BLOCKING F.D. FLOOR DRAIN N.I.C. NOT IN CONTRACT SGD SLIDING GLASS DOOR 4.2, TOP CHORD DEAD LOAD. continuous) welded joints and seams and locking-type amts and seams of other than the snap-lock lock and button-lock es. BRG. BEARING SQ. SQUARE 4.3. BOTTOM CHORD LIVE LOAD. r` blocking, diagonal bridging (wood or metal) or a continuous 1 inch by 3 inch wood strip nailed across the rafter or ceiling joists at intervals not exceeding Y 1� 1 P- types. EDN. FOUNDATION (NTS) NOT TO SCALE 4.4. BOTTOM CHORD DEAD LOAD. BRK BRICK TB TOWEL BAR 4.5. CONCENTRATED LOADS AND THEIR POINT'S OF APPLICATION. Vi 6 r- ~ ~ °r° 8 feet. N1103.3.3 (8403.3.3) Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage. FIR• FLOOR c r BSMT BASEMENT FP 8802.9 Trimmer joist single header and trimrrler for openings up to 4'-D' 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 1OTF (41'C) or below 55'F (13'C) shall FIREPLACE T & G TONGUE AND GROVE 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. ¢ N ry ry ri r` N ori CL CENTER LINE F.R. FIRE RATED O.C. ON CENTER 6. EACH REACTION FORCE AND DIRECTION. o r a MV Cl) M101-1-1 joist spans of 6'-0" and greater. be insulated to a minimum of R-3.N1103.7(R403.7) Equipment sizing and efficiency rating (Mandatory). Heating and cooling equipment shall be sized in TGS TOP OF GRADE SLAB j Pa 9 C.M.U. CONCRETE MASONRY UNIT FRM FRAME OPER. OPERATOR it of 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. TFW TOP OF FOUNDATION WALL 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G.,. U SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY 8806.3 Vent and insulation clearance. Where save or cornice vents are installed, blocking, bridging, and insulation shall not block the free flow of air. N FT. FOOT / FEET OPENING 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 anf the roof sheathing and at the location of the vent. or other approved heating and cooling calculation methodologies. COL COLUMN OPT• OPTIONAL TYP P P 9 FTG FOOTING TREAD 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. N1103.6 (R403.6) Mechanical ventilation (Mandatory) The building shall be provided with ventilation that meets the requirements of the 2015 International Mechanical CONC. CONCRETE O.S.B. T ORIENTED STRAND BOARD 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. Section 8807 Attic Access Code (as amended), the 2015 International Residential Code (as amended), or the New York City Construction Codes, as applicable, or with other approved COND. CONDITION GA. GAUGEOZ. OUNCE TR TOWEL ROD 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. 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 TRPL TRIPLE 11• MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS, 8807.1 Attic access. Buildings with combustible ceiling or roof construction shall have an attic access opening to attic areas that have a vertical height of 30 1/R ONE ROD inches (762 mm) or greater over an area of not less than 30 square feet (2.8m:). The vertical height shall be measured from the top of the ceiling CONST. CONSTRUCTION G.C. GENERAL CONTRACTOR / 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. 1 g ONE SHELF U.N.O. UNLESS NOTED OTHERWISE m framingmembers to the underside of the roof framing members Section N1104 (R404) Electrical Power and Lighting Systems CTSK. COUNTERSUNK GEN. GENERAL PC POURED CONCRETE * DRARSTOPPING: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR-CBUNG ASSEMBLY, DRAFTSTOPS SHALL BE g Z ■ 9 C.O. CASED OPENING GYP. GYPSUM VERT. VERTICAL The rough-framed opening shall be not less than 22 inches by 30 inches (559 mm by 762 mm) and shall be located in a hallway or other readily N1104.1 (8404.1) Lighting and equipment (Mandatory). Not less than 90 percent of the permanently installed lighting fixtures shall contain only G.L. GLUE LAM PBD PARTICLE BOARD INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DRAFISTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. Tri Z m a a pe 9 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 SWILL BE PROVIDED IN FLOOR-CEILING ASSEMBLIES UNDER THE Z Z Z O Z Z Z Ci 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. HGT. HEIGHT PL PLATE W WASHER FOLLOWING CIRCUMSTANCES: _ _ Where the access is located in a ceiling, minimum unobstructed head-room in the attics ace shall be 30 inches 762 mm at some int above the C.T. CERAMIC TILE PNL. PANEL O O O F O O J w 9 P ( ) � CLG. CEILING HDWR. HARDWARE Ip!/ WITH BOOR FRAMING S CONSTRUCTED OF TRUSS-TYPE OPEN-WEB OR PERFORATED MEMBERS � � 5� j � u7 ng. ¢ � access measured vertically from the bottom of ceiling framing members. See Section M1305.1.3 for access requirements where mechanical equipment is Section M1305 Appliance Access C.M. CROWN MOULD HORZ. HORIZONTAL,HORIZONTALLY PWD. PLYWOOD WD WOOD MATERIALS: DRAFTSTOPPING MATERIAL SWILL BE NOT LESS THAN 1/2 INCH GYPSUM BOARD, 3/8 INCH WOOD STRUCTURAL PANELS. w Z G.I -i 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 WWF WELDED WIRE FABRIC o✓ o' w o` a5 a5 I removing permanent construction, other appliances, or any other piping or ducts not connected to the appliance being inspected, serviced, repaired or D DRYER HR. HOUR PER. PAIR WO OR W/O WALKOUT Section R902 Fre 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 WNDW WINDOW fO R 902.1 Roofing covering materials. Roof shall be covered with materials as set forth in Sections R904 and R905. Class A, B or C roofing shall be installed in service an appliance. PENNY HB PSI POUNDS PER SQ. IN. TYPICAL ROOF & FLOOR TRUSS NOTES: N DBL DOUBLE HOSE BIB jurisdictions designated by law as requiring their use or where the edge of the roof is less than 3 feet (914 mm) from a lot line. Class A, B and C M1305.1.3 Appliances in attics. Attics containing appliances shall be provided with an opening and a clear and unobstructed passageway large enough to allow removal I.D. INSIDE DIAMETER PSF POUNDS PER SQ.FT. 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 Ion measured DIA. DIAMETER • TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND MANUFACTURE OF METAL-PLATE-(CONNECTED WOOD TRUSSES SHALL N ( ) 9 ( ) ( ) 9 INGR. IN GROUND P.T. PRESSURE TREATED 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. DTR. DIRECTION COMPLY WITH ALLANSBE 1. THE TRUSS DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF NEW YORK. INSUL INSULATION QUAD. QUADRUPLE identified with a fire classification in accordance with UL 2703. Class A, B or C photovoltaic ane) tem shall be installed in jurisdictions designated b law ON DOWN I TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT WOOD MEMBERS CLAMPED IN RIGID FIXTURES DURING ASSEMBLY TO P P � 1 9 Y M1307.3 Elevation of ignition source. Appliances having an ignition source shall be elevated such that the source of ignition is not less than 18 inches (457 mm) DR. DOOR INT. INTERIOR REQ'D REQUIRED INSURE TIGHT FITTING JOINTS. 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. I.S. INSIDE CORNER REF. REFER TO REFERENCE f q 9 9 ( ) g 9 DW DISHI WASHER RMS. ROOMS TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND V) 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 pWG, DRAWING JTJOINT 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 f- R 905.1.2 An ice barrier/ water shield shall be installed per manufacturers specifications, to maintain product warranty. Carry down front of fascia, min 4' 5 feet for each 90 degree bend. Install booster fan for additional lengths. Clothes dryer exhaust system shall comply with code section M1502 listed and KSI KIPS PER SQUARE INCH LATERAL STABILITY IN ACCORDANCE WITH ACCEPTED INDUSTRY PRACTICE SUCH AS THE SBCA BUILDING COMPONENT SAFETY 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. 2 L U higher. Ice protection requirements per table R301.2(1). Install ice & water shield at all eaves, gable ends, hips & valleys. On roofs slopes less • TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, DRILLED, SPUCED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE APPROVAL OF A REGISTERED DESIGN PROFESSIONAL 12- 0 than 4:12, entire roof to receive ice & water shield. G2415.7 (404.7) Protection against physical damage: Where piping is installed through holes or notches in framing members and the piping is located less than 1 % * THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY BRACING HAS O O m 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. 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 W a 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 underlayment application is required in accordance with Section R905.1.1. framing member that the piping passes through is a bottom plate, bottom track, top plate or top track, the shield plates shall cover the framing member W i Q R 905.2.5 Fasteners. Fasteners for asphalt shingles shall be galvanized steel, stainless steel, aluminum or copper roofing nails, minimum 12 and extend not less than 4 inches (51 mm) above the bottom framing member and not less than 4 inches (51 mm) below the top framing member. GRAPHIC SYMB0LS WORK PERFORMED SHALL COMPLY WITH THEFOLLOWING: 0 8 gage [0.105 inch (3 mm)] shank with a minimum 3/5 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 U penetrate through the roofing materials and not less than % inch (19.1 mm) into the roof sheathing. Where the roof sheathing is the vent terminal. Door stops or closures shall not be installed to obtain this clearance. STRUCTURAL CALC. REFERENCE - All applicable state & local codes, ordinances and regulations if any, 0 9 4 less than % inch 19.1 mm thick, the fasteners shall penetrate through the sheathing. G2427.8 A mechanical draft venting system, excluding direct vent appliances, shall terminate not less than 4 feet below, 4 feet horizontally from or 1 foot above any ® - In areas where the drawings do not address methodology, the contractor shall be bound to perform strict ( ) P 9 9 D ET w w i, 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. p � inches (102 mm) in height and 4 inches (102 mm) in width and shall direct water away from the vertical sidewall onto the roof level. SHT v - General contractors and subcontractors to review these construction documents upon receipt from architect The vent terminal of a direct vent appliance with an input of 10,000 BTU per hour or less shall be located not less than 6 inches from an air opening FLOOR FINISH CHANGE and report any and all discrepancies including any dimensional conflicts, immediately to architect for or into the gutter. Where siding is provided on the vertical sidewall onto the roof or into the gutter. Where siding is provided on PP• P P Y Pe 9 `` ❑ the vertical side wall, the vertical le of the flashing shall be continuous under the siding. Where anchored mason veneer is into the building. Such an appliance with an input over 10,000 BTU per hour but not over 50,000 BTU per hour shall be installed with a 9 inch vent T g g g• masonry corrective measures prior to construction. w provided on the vertical sidewall, the base flashin shall be rovided in accordance with this section and counterflashin shall be termination clearance. s p 9 P 9 # 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 W p DET DET - The general notes and typical details apply throughout the job unless otherwise noted or shown. _ R 905.2.8.5 Drip edge. A drip edge shall be provided at eaves and rake edges of shingle roofs. Adjacent segments of drip edge shall be the building. _ _ _ BUILDING SECTION - DISCREPANCIES: The contractor shall compare and coordinate all drawings; when in the opinion of the I- in overlapped not less than 2 inches (51 mm). Drip edges shall extend not less than to inch (6.4 mm) below the roof sheathing SHT SHT 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 �#}-- adjustment before proceeding with the work. �PARTITION TYPE contractor, a discrepancy exists, the contractor shall promptly report it to the architect for proper Z w m v deck at no more than 12 inches (305 mm) o.c. with fasteners as specified in Section 8905.2.5. 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 9 Q 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. - OMISSIONS: In the even certain feature of the construction are not fully shown on the drawings, their O0 o CO R 1001.1 Masonry fireplaces & chimneys to be constructed in accordance with Section R1001 and the applicable provisions of Chapters 3 G2439.4 (614.5) Dryer exhaust duct power ventilators. Domestic dryer exhaust duct power ventilators shall be listed and labeled to UL 705 for use in dryer exhaust construction shall be of the same character as for similar conditions that are shown or noted elsewhere on and 4 of this code. duct system. The dryer exhaust duct power ventilator shall be installed in accordance with the manufacturers instructions. the construction document set. GAS'T. EQ 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 : 1 ��FtO E&,,yeti than 3 feet above the highest point where the chimney passes through the roof. with manufacturers and suppliers recommended installation procedures. O� ��N.\ Section P2607 Waterproofing of Openings �, i 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 P P 9 P P P 9 PP 9 PP ,, c Section R1004 Factory-Built Fireplaces in manner that prevents water entry into the building. Counterflashin into the opening of pipe serving as a vent terminal shall not reduce the required is therefore not responsible for any and all conflicts including weatherazation, water proofing and framing .,1` e m C> ' P ry 9 9 P 9 P P 9 q 9 9 Z,;-.i e z - R 1004.1 Factory built fireplaces shall be listed and labeled and shall be installed in accordance with the conditions of the listing. Factory internal cross-sectional area of the vent pipe to less than the internal cross-sectional area of one pipe size smaller. with respect to the construction documents. W 7 -c built fireplaces shall be tested in accordance with UL 127. R 10004.5 Gasketed fireplace doors. A gasketed fireplace door shall not be installed on a factory built fireplace except where the fireplace PURSUANT TO SECTION 69.5 (b) OF THE NEW YORK STATE EDUCATION DEPARTMENT, REGULATIONS OF THE COMMISSIONER ('REGULATlIONSI, 8 NYCRR 69.5, ENTITLED ✓" 'SEALS', AN ARCHITECT WHO SEALS "PLANS, SPECIFICATIONS AND REPORTS' MUST PLACE A STAMPED WARNING ON THE SEALED DOCUMENT INDICATING THAT: IT IS A �' - �,I system has been specifically tested, listed and labeled for such use in accordance with UL 127. R 1006.1 Factory built or masonry fireplaces shall be equipped with an exterior air supply to ensure proper fuel combustion unless the room VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER AND REM IN ANY WAY. x`36 p �I is mechanically ventilated and controlled so that the indoor pressure is neutral or positive. See sections R1006.1.1- R1006.5. 1 / ❑ AVEW ' Energy Efficiency N1101.10.1.1 (R303.1.1.1) Blown or sprayed roof/ ceiling insulation. The thickness of blown in or sprayed roof / ceiling insulation (fiberglass or JOB NUMBER cellulose) shall be written in inches (mm) or markers that are installed at least one for every 300 square feet (28 m2) throughout the attic space. The markers shall be affixed to the trusses or joists and marked with the minimum initial installed thickness with 0 l O numbers not less than 1 inch (25 mm) in height. Each marker shall face the attic access opening. Spray polyurethane foam I 1 W thickness and installed R-value shall be listed on certification provided by the insulation installer. UNIT 51 UNIT 5 2 2: Qa. r�," 2 SHEET NUMBER (MODEL B (MODEL B- 1 CD Z0 W I - 1 I - - I 01 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WHEN NOT ALIGNED WITH RAFTER, U) CONNECT KING STUDS TO TOP PLATE ~ ATTACH X O CH ROOF FRAMING WRAP 1-1/4'X22 6A.6ALV.COIL STRAP 2x4 OR 2x6 Z ATTACH TO F�Y.tt PAR CS-10 X W MIN OF OPPPSN6 RAFTERS OVER TOP OF TOP PLATE AND NAIL CRIPPLE STUDS W ATTACH TO EACH PAR 2x ACO LEDGER W,2-3Ab"x50 LA6 0 OF OPPO"RAFTERS RGbr RAFTER, � BOLTS 0 16"Or, INTO S U: DBL TOP PLATE 16'O.G. U PLAN 51MP50N 5TRON6-TIE PLAN 2X BLOCKING QO `�` • o A35 o EVERY RR AT 2 END BAYS 2X4 STUD WALL OR ^^.�/,, %FSGN STIR" SMP50 STR" WU STRON9BAGKS � _0 W GEILIN6 J015T OR 6AeLE END T>�ss Z N ED -ITE M b TE Hi -- TRUSS BOTTOM CHORD SIMP50N H2 CONNECTOR a EA. s` vrn SIMPSON STRON6-TIE H2 8D NAILS ` TYp 8d NAILS TMP RM STRAPS Stall ISE ATTK M TO WA PAR 6f OPPOSN6 R*TM. ALTERNATE TO RIDGE STRAP, SIMPSON STRONG-TIE RAFTER TO STUD AND KINGS � H �-' rn �fION:RME STRAPS ARE Wr R WHEN CGLLAR TES OF PROVIDE 2X4 COLLAR TIE AT H3® EVERY RR NJMNN. GR 2X4 ARE LOLAT®N TIE Int TMRD 6,f TIE UPPER THIRD OF THE ATTIC SPACE (Wf�N ALIGN®) � ■� � Q o` � FOR USE W B($T)�S AW USE M GOI )NATION ONLY V��I STU�J AM ATTIC SPACE MD A ACHIT TO 610#1 PAR OF RAFTER:W/�1-IOd WLS W/4-I0d AT EACH RAFTER) GS-22 STt2AP AT I-• y Z 'RAF7M ALIGN 'RAFTERS DO NOT ALI6N EACH STUD,SEE (n L5U26 FOR 2x6 L w28 FOR 2x8,2x10,OR 2x12 DETAIL 4 OZ V `- ca`n tL Cl) 0 Q U100 FRAMED G N co NI OR ❑ U M co �RI DOE STRAP DETAIL / �RI DOE STRAP DETAIL 51MP50N 5TRON6-TIE 2x4 S 2b* �R (FOR CATH.GL65 WITHOUT COLLAR TIES) / (WITH OR WITHOUT COLLAR TIES) 7LU28 ® EVERY GJ STUDS® Ib'O.G. Ur T 2x AGO LEDGER W/318"x5"LA6 NO SPECIAL FT CL F� eo�olst 2 N.TS. LOCiATE AT // 3 KT5. LOCATE AT EVERY W41=TER BOLT 0 16" OG INTO STUDS � 1��C�A� STRAPPING TO BE I-I/4 X22 6A ~ sm,5m STRONB swsm 6nw 6ALV.,SEE DETAIL 4/01.ALL STRAPPING TIE LT5 TE Hi / TO BEAR A MIN.OF 10'ON FRAMING. W M05 OVER IX 51fA w 15 I0. 1`MPLFD / / PC�RGH -R001= G ND WALL 80 NAILS TVP. FOR usE AILS STUD:AN0 USE IN C,ONHINATION ONLY wHar STUDS AND / E I NO DETAIL I L DETAIL T ATTIG `RAFTBR5 ALI6N 'RAFTERS DO NOT AL16N ----� q��R�AP NX-S. I( N.TS. STRAPPING TO RUN ONTO RIM JOIST,SEE DETAIL q/DI(ONE STORY)OR ONTO SMD () ROOF RAFTER HURRI GA�'ANE TIES AT WALL BELOW(TWD STORY) LOCATED AT EVERY ROOF RAFTER Z ATT I G o 5TRA�APP I NO DETAIL %I P06rti Pa 22 1=0R FRAME GONNEGTIONS o , ^ •" DI NTS. �• 1-J J 2ND FLOOR //� SATRAP (2)1x PROVIDE 3"X3,{b'X3"WASHER PLATE AT ALL ANCHOR BOLTS 4-I6d FACE NAILS FROM Z KING STUD INTO HEADER ❑ v // COLUMN P05TD SILL PLATES. TOP ANGHOR 4x 51MP50M PAB MI SECURED BY OR 58 ANCHOR BOLTS MAY BE USED IN LIEU OF START NAI$ THREADED ROD W/WASHER PLATE. 1� i-END Lf TH / J Ir MN. / J,LT5. LOCATE AT EV®2Y GOLIJMW 6tRDF=R GOM�EGITON H�� PROVIDE 3'Xb'XA36'GALL.STEEL.PLATE W/ � �1 6-80 NAILS AT CORNERS AND NTER.5EGTING (4)NNS MN IN NAI$ WALLS. 3'X12"X.03b'&ALV.STEN.PLATE W/ @"LBJ6ma i l I NALS 12-80 NAILS AT AT BUTT JOINTS IN STRAIGHT SIMPSON LSTAI2 STRAP w/ I WAL15 WARE THERE 51N61E PLATE OR HEADER 2X6 KING STUDS NON), EACH.JACK STUD GLfJR SPAN ( I � 5-IOD NAILS EACH END AT 00 001 GUT Lwit \ / 24'MINIMUM LAP SPLICE ONE AT TWO FORPA SPANS I TO D P TO 6 FEEFEET FIRM MN EW .� � Y_7/g � 5/8"m A301 ROD THREADED 6'BOTH EN05. TF1Rff FOR SPAN512 TO Ib FEET 2X6 JACK STUDS NAND: Q G PRE-DFiJf 3/4"AND I"RDD AT 51MP50N STEEL.5TRON5 WALL,5EE PLANS 12-16D MIN.NAILS ONE AT SPANS<b' ^ tw DISTMLE OF 1/8" LftT" 1 5T FLOOR NAIL`' AT ALL SPLICES TWO AT SPANS FROM V TO 12' a"MN THREE:AT SPANS>12' W 51MP50N POST BASE: iv � ABU44 OR ABIU66,SEE PLAN 2'X3/g 1 WASHER PL W/NUT EACH 5IDE UNLESS NOTED OTHERN15E ON PLAN Q (4)NNS MN N GS-22 COIL STRAP UPPER STORY SHEAR m a"LENbm(Tm� IF • I WALL TO GIRDER ALTERNATE ANCHOR BOLT DETAIL @ EXTERIOR HALL ❑ W FLOOR TO FLOOR TIES I l - -- BELOW GONNEGTION Q N.TS. LOCATED AT EVERY STIUO \ 142"0 HOOKED ANCHOR BOLT WU Y FOR SET BAGK WALL5 HDU HOLD-DOHN5 AND 51RON0 HALL DOUBLE TOP WALL PLATE SPLICE DETAIL HEADER CONNECTION MINIMUM E113871ENT OR ,{ �j NOTE i \\FOUNDATION BOLT'l^2"5'MI B49V*V EXPANSION I N.TS. I`7 KTA I ` (OL STRAPS UI SHEATfft PROVIDE 8d Ca"N(0.51 x 15 MIF)NNS. WL STRAP'S OVER St&M*PROVDE IOd CWN(0151 x 5"LIM NNS. GOLUMN P05T BOTTOM ANGHOR LOCATE AT EVERY COLLJIHW ORDER coNr�t:TTON ,�,�„�,� ALLOWABLE HOLES - Tn RAT VAlff W W HAIL a 6'016 AT ALL PANEL ED6E5 - 1 160 NAIL®24 0/6, Z ` RUW5d 0TM'N"� I6DNAILe24"0/G " LVL Headers and Beams As RR WF4 HIP RAFTER, � 05B OR PLYWOOD W wry 51MP50N HGP HIP SEE PLAN SHEATHING Microllam® LVL I CORNER TIE INTERIOR 1.3E TimberStrand® and � (4)NUS MIN N LSL hole zone Parallam®PSL 2 x diameter of the Y depth NOTEtKAU I'PR�1EMA�TH1�OF I p"W" IN hole zo largest hole(minimum) U BRACED WALL LINE THE eoo�HIOIDOWN MAY I Y' BE ELIMINATED. PROVIDE TWO(OWE AT EACH 13/4'HHM ` 8D NAIL®6'0/6, _ _ SIDE,)65-22 STRAPS PER DETAIL 4 IN LIEU OF I le--SIMPSON BP WASHER �Li3�m�) �3 o INTERIOR L5TA36 STRAPS SHOWN IN THE DETAIL NAIL SHEATHIN6 TOo AT ALL PANEL EDGES i SILL PLATE WV bd 2X ACQ SILL PLATE. DOABLE d - NAILS a 4'0/6 SILL AT FULL BASEMENTS a Fj(TERIQjZ ° - - - - - - GYPSUM BOARD o o ° --I 7'MINIMUM 5/6 DIA STEEL ANCHOR - -- - - EMBEDMEINT BOLTS MAO 2'-8' 11 05-22 COIL STRAP Ix 10 9�T R47M $MEMBERS NOT AT PANEL E06E5 EXTEND BOLTS MIN.7'INTO MicParallame PSL rollam® LVL and FDA.W1T11 Ti611TENED NUT s t9.N. allowed hoe zone 3'x 3'WASHER TO EACH BOLT. (2)1 x i ACQ 6I PS N L74 RATE NNID TO L;TA36 W/101 NAILS N ;S Bim; PROVIDE SEAL AND MAINTAIN 8ITE �N.ILL 51L�� RM*V SLL PLATE 9 li"0/G AT�Arg WtM 15/32'O�rB OR IN51PE CORNER OUTSIDE CORNER middle Y span INTO STUD ABOVE A LOCATED 2 TO b y .NAC MNWTA r r n r- r- PLYWOOD 6 d 1.3E TimberStrand® LSL allowed hole zone d r FROM Wb TO FINISHED&RADE r- � 1 N Co 011N(2 EACH CORNER) I"TOP OF WALL NOTE, ►+�^s rKrF 5 sp wrclt PLAN VIEW PLAN VIEWINCL �u Tall=2980: COIL 5TRAP5 UNDER SFEATHIN6 PROVIDE,8d COMMON(0.131 x 25'LONG)NAILS.COIL General Notes IQ ry N IN ri ti N ai EXTERIOR HALL TOP r N fV M t7 fD 5�FOUNDATION PLAN STRAPS OVER SHFATHIN5 PROVIDE,ION COMMON(0.131 x 3'LONG)NAILS. r-`'�r�-t--�I�•,r->! Grar-�N�p HEADER MAXIMUM ROUND • Allowed hole zone suitable for uniformly loaded LAY-OVER OR FAa'AL5E VALLEY EXTERIOR❑� OR OR LIQ DEPTH HOLE SIZE headers and beams only. nd STORY GONER GONNEGTORS TYPIG�AL ANCHOR BOLT STUD TO RIM JOIST TO SILL PLATE STRAPPING DETAIL PLATE HIP CONNECTION WCL ERAMINO 4�" • Round holes only 5Yz" 1%" • No holes in cantilevers. • No holes in headers or beams in plank orientatiton. LOCATE AT EVERY STUD N•T`-�• �TA i v N•TS• �� See illustration ton for Allowed Hole Zone DO NOT Cut,notch or drill N.TS. L(DGATE7 AT EVERY CORNER. N.TS. ROGATION AS NOTED A.T.S. N.TS. holes in headers except as CO Indicated In Illustrations Z Z and tables. a g A MINIMIM OF TWO BRACED WNL.LINES 04J ARE' IN EACH DIRSG110N OF A BUILDING. BMLS SHALL NOT BE SPACED WEIp STRAY TMD WALL iswmNG n Exrom n o 0 0 o o Z ►N- w MORE THNy 60 FT APART. WAILS WITHIN A BW_SHALL NOT BE OFFSET BY MORE T}MMI 4 FIST FROM ABC BNL Lt0CAT10P6 ARE LDM PLAINSN� To Ta'a`PORK w4L I'usm��I I NOTE, To TGP a-PWY w4L f usm � j a aINWc'-n 5MPSGN l7TTIZ M0.DONN AT 6,5-'NSP ORK.FD ��ON Fl 2 FT MAX PONT'WALL MAY BE I 2 FT MAX PONY HALL MAY BE I w _j w w N J GIMP BD TIZ (TYPE A)HDU A5 WA0 A BRACED WALL PANEL(131417)SHALL L9EGIN WITHIN 10 FEET OF EACH @b OF A BW.. THE DISTANCE BETWEEN ADJACIENT PLACED ON TOP OF HEADER PLACED ON TOP OF HEADER � � M W W t2" 06 06 o AT L IN WALL PETALS G MDR EDN a OF EW SHALL NOT BE 9REATER THAN 20 FEET. THERE SHALL BE A 1•IINMIM OF TWO BMP ON EACH BW-EXCEPT AT ® WALLS<16 FEET LONG MAY HAVE ONE 48 OR LON6t92 BMP. BW'S ARE T(PICALL-Y GS-W9P SHEATHED BRACED WALL PANELS 0 b-10D NAL5 AT DTTIZ (TYPE A)OR GYPSUM BOARD 6B(TYPE B). PROVIDE TYPE G,D,E,OR F PANELS AS NOTED ON PLAN WHERE BNP TYPE5 A 3 U2'WIDE LVL HEADER ANL N AND B Do NOT QUALIFY DUE TO MINIMUM LENGTH REQUIREMENTS OR ADDITIONAL CONTRIBUTING LENGTH OF BHP 15 REQUIRED. GGN"NU0115 TO OUTSIDE OF PANS _ BW TYPES ARE INDICATED ON FLOOR PLANS. o N 0 -3/8'40 THREADED ROD ® 05-H5P CONTINUOUSLY SHEATHED BRACED WALL PANELS(TYPE A)SHALL.MEET Z z NOTE,WHERE 24'WIDE MINIM FULL HE16K THE MINIMUM M OF TABLE-R602.105. NAIL Xv MNIMIM WAIL CONTINUOUS III MIN DEET'HEADER TO CONTINUOUS IIV4 MIN DEH'HEADER TO WALL RETURN 15 PROVIDED AT ENDS OF SHEATHING WITH Od NAILS•600/0(ED6F�AND 121DK.(*FMD)AND PROVIDE 2X OUTSIDE KING STUD(SFE PLAN Q OUTSIDE KING STUD(SEE PRI � PMH.t' e � 65-WSP BRACED WALL LINE THE 80011 BLACKING AT ALL(1H5iIPPORTED PANEL EDOM PROVIDE 800 POUND HOLD" FASTEN J'%E ATHIN6 TO HEADER W/ FASTEN J'SWATHING TO HEADER W/ Z HOLDOHN MAY BE ELIMINATED. PER DETAIL Iq OR 20 AT ENDS OF BRACED Mall LINES THAT DO NOT HA1/E 80 NAILS 0 310/G IN EACH DIRECTION 8D NAILS a 3'016,IN EACH DIRECTION W EITHER A240 MINMUM FULL.HEIGHT WALL RETURN OR A 4b'IMIIWMUM BNP. SIMPSON LSTA24 STRAP ON BOTH SIDES ASD 5W-40N LSTA24 STRAP ON MH lEATHED TRIM TOP OF PANEL A5 REQb � 0 TABLE R602.105 MINIMUM LENGTH REQUIREMENTS OF GS W5P EACH of WAVER TO JACK 51W Wr I6-100 NAllS FACE W/Ib-IOD NAILS LL 64/4'SDS SCREWS m FASTEN TOP PLATE TO HEADER W/2 FASTEN TOP PLATE TO HEADER Wr 2 FROM_ ROWS OF Ibd NAILS a 3'0/G ROWS OF Ibd NAILS 0 3'0/G WALL MIN PANEL BOTH 5 PORTAL 4 5Tr2AP5 PAt�) W Q CONTINUOUSLY SHEATHED BRACED WALL PANELS J WALL ON AJAGENT CLEAR MINIMUM LENGTH OF HE169(PT) WIDTH'L' U iu HEIGHT(FT) OPN5 HE16HT BRACED WALL PANEL PANE SHALL.HAVE A LE N6TH 7-'OF NOT PANEL SHALL HAVE A LENGTH'L'OF NOT ' ` -51MP�a0N GM COUPLER HIT <64' 24' LE55 THAN 16'FOR 8 FT WALL,IV FOR q LESS THAN Ib'FOR ONE STORY A 24'FOR 8 26" Q V 2 Q 8 b4'TO&0' 32' FT WALL,AND 20'FOR A b FT WALL SEE FIRST FLOOR OF TWO STORY APPLICATION. q 32' o " •rI PLAN FOR ACTUAL LENGTH SEE PLAN FOR ACTUAL LENGTH _ _ SIMPSON SWSB STRON6�WAI.L 5B 80 TO qb 36 x 10 34' PANEL,VERIFY PAMB IS PLUHffi <64' 2T" GYPSUM BOARD '6B"BRACED WALL PANELS(TYPE B)SHALL BE Q ' -3/8'0 ANCHOR BOLT OR q 64'TO 80' 30' 48'MINIMUM IN LENGTH ON BOTH SIDES OF WALL PIER TABLE II 38� e {- (2)JACK STUDS MIN.OR PER PIAN � (2)JACK 5TUD5 MIN.OR PER PLAN 12 42 NOTE,DETAIL APPLIES TO W ~ q • ADHC-SIVE ANCHOR 80'TO qb" 41' `R6o2J05. 5EGt1RE15'bYP5L1M BOARD WITH bd 000LPR NAILS, !L w BOTH ENDS of HEAVER p <64' 30' Ag15'X 1766 GYPSUM BD NAILS,OR Aq8'X IV O O 10 64'TO 80' 30' NAILS a 120X(EDGES)AND 2"'O/G(FIELD). BLOCKING 15 NOT - - rL • r•' 64' TO qb" 38" `R6C�AT(1N�'PORTED PANEL EDGES WfN PAN95 ARE BLOCKING AT PANEL ED6E5 BLOCKING AT PANEL WISCS cV ❑ INSTALLED HORIZONTALLY. PROVIDE.101ST OR 714 OR FULL - Partial credit for Panels 36"to 48"wide per RbO2.105.2 HEI6HLT BLOCKW DN;MTLY ABOVE AND BELOW TYPE B WALLS, OMl£ LACK AND KING STUDS ONE JACK AND KING STUDS BLOCKING AT PANEL EDGES "L° EQUAL TO i>i V TYPIGAL HOLDOHN DETAIL AT CONTINUOUSLY SHEATHED WOOD or > I2" FASTEN T/Ib'SFEATHIN6 TO EACH STIR FASTEN T/Ib'SHFATHIN6 TO EACH STUD TWO KING STUDS STUCTU RAL PANEL "CS-WSP" -TYPE A GYPSUM BOARD "GB" - TYPE B A SILL Wrap COMMON NAILS a 3"o1G A SILL W 6D COMMON NAILS a 31 o1G i= } FRAMED FLOOR R FASTEN TAD'%EATHINS TO STUD Z (� NOT TO SCALE PER FIGURE R602.10.5 NOT TO SCALE PER FIGURE R602.10.5 A SILL WU 8d NAILS a 4'o/6, ui N.T5. PORTAL DETAIL"A'ONLY APPLIES 1 -� TO 2 FT TO 18 FT WIDE OPENIN&S. SIMPSON HOI15 HOLD" L 14-1/4'$05 5 5 SCR 5 I HOLD"OFLOG Wr OV Z TABLE 602.10.3(1)BRACING REQUIREMENTS BASED ON 14OMPH TABLE 602.10.3(2)WIND ADJUSTMENT TO -- �'�'N DOUBLE I3D STUD 505 SCREWS IF NO FLOOR ABOVE. 0 0 0 co FO114 SCREWS IF W/ R ABOVE. PANE.TO SIT DIRECTLY ON TOP OF HIND SPEED,EXPOSURE B,3o FT MEAN,ROOF HEIGHT,10 FOOT REQUIRED LENGTH OF WALL BRACING. 2-1/2'40 ANCHOR BOLT OR EXPANSION 5GRF1S IF f10oR ABOVE. GONCRErE FOUNDATION WALL W .S E R Q ............ BOLT WITH 2'X2'X4{r,'PL WASHER In"40 ANCHOR OR EXPANSION BOLT �G B E 9� SMPF�ON DTT1Z t1A.DONM AT(f�-IH!`P ARA(.® WALL HEIGHTS,AND 2 BRACED HALL LINES ADJUSTMENT STORY CONDITION ADJUSTMENT OVER BASED ON SUPPORITN6 FACTOR 114 BAR CONT IN TOP OF CONCRETE CONCRETE •4 BAR GOVT IN TOP OF CONCRETE �TIE (� ��,t � y 'S/\ WALL BV PANELS (TYPE Al HDU AS RE!<URID CONT R RT �\ �I AT DRAG ROLL DtTALS G AMD D. STORY BNL$PAGING METHOD 6B m 5HEATHIN6 E:XP05LRE CATE660RY ONE STORY G 1.2 FOUNDATION FOUNDATION FOUNDATION 2-1/2'40 AFNGHIOR OR EXPANSION BOLT n�.0 �-8-100 NAI$AT DTI(Z TOP 10' 25' S5' EXPOSURE CATE-60RY ONE STORY D 15 EXPOSURE GATE60ITf TWO STORY G 13 W BAR DONT IN TOP FO BOTTOM PARS-18 ANCHOR BOLT OR%THREADED OF COW-RETE FOUNDATION SIMPSON SM/8)(24 OR PABA-18 ANCHOR �. �s z - j TOP 20' 5.0' 10.0' EXPOSURE CATE60RY TWO STORY D 1b EXTEND WALL SHEATHING OVER RIM Jo15T ROD W/WASTER PLATE,SEE DETAIL 15/01 PAB5-18 ANCHOR BOLT OR� THREADED I � BOLT OR Ya"SEETTHE DAETA-IILR ro� = m ROOF EAVE TO RIDGE ROOF ONLY 15 FT 13 PNNft EDGE OVER ROD W/WASHETL PLATE,SEE DETAIL Firol V �]l TOP 30 7.0 145 FRAMED \: f ROOF EAVE TO RIDGE ROOF ONLY 20 FT Ib WALL PORTAL DETAIL"B'ONLY APPLIES TO b FT TO IS FT WIDE OPENINGS. (0 FLOOR PANEL HAS CONTRIBUTING LENGTH OF 48"TOWARDS Rb02JO.%)MINIMUM LHN6TH WALL TO BE USED ON FIRST FLOOR APPLICATION ONLY.PANEL HlAS 3 TOP 40' Q.0' 18.5' ROOF EAVE TO R106E ROOF+I FLOOR 15 FT 1.15 REQUIREh1FNT5 FOR BRACED WALL PANELS AT BRACED WALL LINES. YW 1.TO BE caNTR113unNG LENGTH OF 48'TOWARDS R602.1o3(IJ MINIMUM Lt3N6TH TO 51MP5AN STRONGiNA1 REQUIRES EN6iNEEREP DE516N TO ❑ `/OG>` ROOF SAVE TO RIDGE ROOF+I FLOOR 20 FT 1.3 US®ON FMT FLOOR APPLICATION ONLY. REQUIREMENTS FOR BRACED WALT.PANELS AT BRACIV WALT.LANES. ACTUAL Howl DETERMINE DE51 WrIPANEL SIZE ANV�Lc��Go omoN EV\/ l TOP 50' IID` 23.0 ROOF SAVE TO R106E ROOF+2 FLOOR 15 FT 1.1 .................................................... '• I I ROOF SAYE TO RIDGE ROOF+2 FLOOR 20 FT NP TOP 60' I3.0' 715' WALL HEIGHT ANY STORY 8 FT OA CONTINUOUSLY SHEATHED PORTAL PORTAL FRAME WITH HOLD-DOWNS ALTERNATE BRACED WALL PANEL "ABW" SIMPSON STRONG WALL JOB NUMBER 3/610 ANCHOR BOLT OR WALL HEIGHT ANY STORY q FT OA5 A VE ANCHOR BOTTOM of 2 l0 5.0 105 WALL HEIGHT ANY STORY a FT IDS C FRAME "CS-PF" DETAIL - TYPE C D "PFH" DETAIL - TYPE D DETAIL - TYPE E DETAIL - TYPE F ;o eat ' ' ICIDI WALL HEIGHT ANY STORY 12 FT 1.1 2016023 - ° off°bo'•` e NOT TO SCALE PER FIGURE R602.10.6.3 NOT TO SCALE PER FIGURE R602.10.6.2 BOTTOM OF 2 20 4.0 NOT TO SCALE PER FIGURE R602.10.6.1 NOT TO SCALE PER ENGINEERED METHOD W •, baba. , , N1HiB�OF BWL PER PLAN DIRECTION AT STORY 3 13 BOTTOM OF 2 30 13.0 275 NUMB OF St PER PLAN DIRECTION AT STORY 4 1.45 U) SHEET NUMBER BOTTOM OF 2 40 11 A 36.0 NUML3ER OF EW1L PER PLAN DIRECTION AT STORY 5 OR MORE Ib GYP BD FINISH OMITED FROM IN51DE FACE OF EWP 1.4a HOLDONN DETAIL AT SLAB BOTTOM OF 2 50' 21.0' 440 APPLIES TO METHOD 65+6P ONLY 21 B R CED ALL PANEL DETAILS Z 2O N.TS. BOTTOM OF 2 60' 25.0, 52 5, GYP 4'01r, O., - 1 U) APPLIES UNIT 51 (MODEL B) UNIT 5 2 (MODEL B FASTENING ANY STORY 4.O,S To METHOD 6B ONLY C3-1 NOT TO SCALE ) W COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED H Z c ' 4-2 HR 5EPERATION w ;_ WALL PER UL#336 Z $ 4' ON 4 U No VE:NTIN6) (No VENTING) 0 J 6 RIDGE VENT RIDGE VENT ZO �•^ ,/ V.I 1 U T BI-J 12 ate+ p N 12 q q� 12 -E y°'Z - 12 12 12 12 q Q U M u� 12 12� 12 1 L rn QRS d LEADERS U Q w "' 6'AZEK TRIM BOARD ,F IA SD. WHITE ALUMINUM 032 LEADERS.6AU6E Bc�l1TTER5 ❑ = rr N °O° ALL GUTTERS 4 SHAILL BE u HARDIPLANK HORIZONTALb'HIGH BLIND RELgTEp REQUIRED�AGGE550RIE5 LEADERS CLAP 51DIN6 8'14F F.7-:F_ 8"_ IM FLASHING SHALL BE MIN.2"x3',.021'6AU6E W/CLIPS d H. #_0H. OH. GUTTERS MING"/FT PR01/IDE JOINTS. ISS. PITCH n. I"x 8"AZEK RAKE BD W/ lux 3"AZEK TRIM(TYP) 12 REGEPTOR5 8"ABOVE GRADE TO RECEIVE IE q 6"DIA6.AZEK 12 LEADERS(GL05ED GAP DE516W. TR BOARD ------------------ 2040 2040 2 - .� q \ .:_- 12 frf b'HIGH BLIND DH `�' DH 2-1. o \\ T 12 4 FLASHING � - - - - - SGIA BD. 24" HEEL HEIGHT `\ I/ A �.�. Z r` _ \ �- 1x8 FASCIA BD. Q 0 - - - - - - ALIGN - - GARAGE \ a-' - - - - - - FASCIAS = M.BEDROOM _ - GARAGE PLATE HT. - - _ _ SREAKFAS PLATE HT. Z 12 LINE OF ROOF OH. ;: OH. - 2_ I dH. TRU55 BEYOND I I' q NOTE W: ;; / I I. 1" Ln ® ; ;! FRIEZE 13D. 0 M PVC 5HUTTER5 WITH FIXED ` ' .1 HINGES. WIDTH OF _ _ = I r Z (3) 2x8 P.T.GIRDER 4 SHUTTER To 13E HALF BEYOND p WIDTH OF WINDOW. ;. o s z s Q p 1�7/ FTT LINE OF DINING ROOM ❑ WALL BEYOND p W � Ixb FA5GIA BOARD 'I I I o COLUMN COLUMN®COVERED—►I - L COVERED PORCH BEYOND / i i PORCH BEYOND 1 11 11111 111 kill 11 Ii = FIN. 15T FLOOR_ _ :I _ _ F . 15 FIN 1ST ' 51MP50N LU528-3 FACE ILS.: / .� / LEELEV.+O'-O MOUNT HANGER _ O ' - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - -- i I ry (3) 2xi2 P.T. 61RDER BEYOND - - - - - - - - ,-,-I Ix4 AZEK TRIM I"X6' AZEK I EXTERIOR WALL I I I-- w m I I ALL SIDES I I HATCHED AREA 4" TRIM I TRIM BOARD I -HARDIPLANK SHINGLE 5101% I I w Ix AZEK TRIM BOARD OVER I I I I I INDICATES LOCATION ALL 51DE5 I ALL 51DE5 ( -TYVEK OR EQUAL I I 0 C--' 1,-O" 61RDER5(TYP) I I I I OF FIRE RATED ROOF d I I -1/16'0513 SHEATHING m r 1� WALL 5HEATHIN6,4'-O' -2x6 WOOD STUDS® Ib"O.G. I I 4 ❑ 51MP50N BG52-3/6 P05T Q I I I ( FROM CENTER OF I ( -b"R-Iq BATTS I I O GAP ANCHOR I I I I FIREWALL-EACH 51DE 10" SQUARE H$d6 DERMA GA5T L-' = COLUMN #46382 W/5QUARE fe FLAT GAP 4 BA5E (OR EQUAL) 4" 2'-0" , 4 CORNER COLUMN TO BE BA5EMENT I I I I I I I I BASBB 7EENT - PROVIDED W/SPLIT KIT - - - - _ _ �- - - - - - - - - - - - - - - - - - - - - - - T - - - -, L - - - - - - - - - - - - - - - -- - - - - - - - — — — — — — — — —— — _ - - _ - - _ - - _ - - _ - - _ - - _ - - - - - - - - - - - - - - - - _ - Q I 6x6 P.T.P05TWITH5IMP50N I- J- - - - - - - - - - - - - - - - - - - - - - - -I- - - - -j- - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -1 - - - - - - - - - - - - '- - - - - - - - - - - - - - - - -I- J ABU66 P05T BA5E (TYP - ALL GOLUMN5) UNIT 5 2 2 HR SEPERATION z U WALL PER UL#336 UNIT 51 w MODEL B- 1 (INKBERRY)- MODEL B (JUNIPER)TYP. REAR COV. PORCH DETAIL , F-RONT ELEVATION 0 0 I/4 I -0 CC.2 HR 5EPERATION WALL PER UL#336 TYPICAL ROOFING: ARCHITECTURAL 5HIN6LE5 15#FELT 41-0" 4'-0" 11 UNDERLAYMENT ROOF VENTS MO VENTING) MO VENTING) RIDGES TO ALIGN r 5/8" PLYWOOD RIDGE VENT RIDGE VENT Q N N N V: hh a-• tl'j SHEATHING - D r N N CO 010 I"x 8'AZEK RAKE BD W/ GUTTERS d LEADERS 12 12"x IS"VINYL N 3"AZEK TRIM ALL GUTTERS d LEADERS SHALL 6"AZEK TRIM BOARD q LOUVERED YEIJT b"AZEK TRIM BE BAKED WHITE ALUMINUM D32' MIN.6AU6E,6UTTER5 5HALL BE 12 12 5'SEAMLESS,O.G.STYLE W ALL HARDIPLANK q a 12 6"HIGH BLIND TYPICAL ROOFING: a g RELATED +E REQUIRED HORIZONTAL SIDING q FLASHING ARCHITECTURAL v� Z �, a co ACCESSORIES. LEADERS SHALL . " SHINGLES 15# FELT o 0 o Foo z w BE MIN.2"x3",All"GAUGE W/ IN 8"AZEK RAKE BD W/ Z Z Z O Z Z N / UNDERLAYMENT co m Tn ¢ U5 Tn g CLIPS 6 ANCHORS. CAULK E IN 3 AZEK TRIM(1'(P) \ / 5/8 PLYWOOD w �i w SEAL ALL JOINTS. PITCH / " a N 6U1TER5 MIN. I/8"/FT.PROVIDE b"BLIND FLASHING \ / SHEATHING W_ w w w P.V.G.RECEPTORS b'ABOVE / \ I GRADE TO RECEIVE LEADERS \ 132-I 12 ROOF® COVERED (CLOSED GAP DESIGN). 12 r _ // \\ q -.-_------------- PORCH BEYOND N / \ Hill 1 11 111 00, c ci -/ _ 12 I N 6"HIGH BLIND-LINE OF HIGH FLA5HIN6 CEIL.BEYOND - `-`- - / \ - - / \ ' PORCH Z GREAT ROOM _ - ---- an- --- - - - - _ _ _ _ _ PLATE HT. 1'-o" - _-- — — — — — — '"' — _-- — — — — _ - --- -� PLATE HT. 2020 NY5RG- 62427.8 (503.8) V) w OH. VENTING SYSTEM TERMINATION LOCATION: a. _ I i_','_I_. __ THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN 0 O m / / INPUT OF 10,000 BTU PER HOUR(3KW1 OR LESS SHAM BE W w / / I I I I I I D JLJ�ji � I I I I I I A I.:a BUILDING,AND SUCH AN APPLIANCE WITH AN INPUT OVER 10,000 I I I LOCATED AT LEAST b"FROM ANY AIR OPENING INTO A Y � I I I I I W U I I v I I I I I IEYI I I I;-1- , I I I I I I �/ /j 1 I I I I I I w I i I I I I I = = i i i i i i BTU PER HOUR BUT NOT OVER 50,000 BTU PER HOUR SHALL BE Z v o h i l I I I I I I // / o I I 1 1 I I s INSTALLED WITH A q INCH VENT TERMINATION CLEARANCE,AND C7 II I w i I IS' D" WI TH I I AN APPLIANCE WITH AN INPUT OVER 50OX BTU PER HOUR q CLEARANCE.THE BOTTOM SHALL HAVE AT LEAST A I2 INCH VENT TERMINATION w OF THE VENT TERMINAL AND THE AIR 0 w ;r s = INTAKE 5HALL 13E LOCATED AT LEAST 12'ABOVE GRADE. ❑ . Q II I ; I I I I I I I I I I I I I = COLUMN® COVERED —fit I I1 "- I I I I I I I I 1 1 I I W PORCH BEYOND 11 I - I I I I I I I I I I I I III- 1 ' i I I I i 2020 NY5RG- R312.2.1JhJF C7 m II I ," �� I I I I I I 1 1 I I o I I IN DWELLING UNITS,WHERE THE TOP OF THE SILL OF AN FIN.15T FLOOR I I I I I I I I I I I I I FIN.IST FLOOR Z J -�,-0. - - —-�- .,1.., , , - - - - - - - - OPERABLE WINDOW OPENING 15 LOCATED LE55 THAN�24' U / / v T ABOVE THE FINISHED FLOOR AND GREATER THAN 12 ABOVE Z o o - - - - - - _ _ _ _ _ _ THE FINISHED GRADE OR OTHER SURFACE BELOW ON TI•E � EXTERIOR OF THE BUILDING THE OPERABLE WINDOW SHALL m ... ............ ............................... i I I I I I 111 II IIII I I I I ' Ill II II'I I I I I I I I I W " I I i i i I WALL BEYOND b" AZEK TRIM 1111 a 1111 I I 6" AZEK I ALL SIDES COMPLY WITH ONE OF THE FOLLOWING: b TRI L SIDES II II 111 Ix4 AZEK TRIM I I III I I I I rt OPENINGS THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE 0 E R II II IIII I ALL 510B(TYPE ALL SIDES IIII II IIII �G�S r �� 6xb P.T.P05T WITH I I I I I I I III II IIII I I I I I IIII II IIII I I I I I I I 6x6 P.T.P05T WITH TO PA55 THROUGH THE OPENING IN ITS LARGEST OPENED N BERT 51MP50N BGS2-3/6 I I I " II II I I Ili IEGRE55 iiil I I I HATCHED AREA IIII II IIII I I I I -II I I I SIMP50N BC52-3/6 POSITION. P05T GAP ANCHOR I 10 5QUARE H646 PEiZMA GA5T I II E6,RE 1111 1 11 L�6RE5511 10 5QUA H1316 PERMA GA5T s �;�_• \, INDICATES LOCATION 1 I III P05T GAP ANCHOR d FALL PREVENTION DEVICES THAT COMPLY WITH A5TM F 20g0 I I . I I I I I I I I 1111 INDOW 1111 I I I COLUMN I# 382 W/SQUARE 4 51MP50N ABU66 COLUMN #46382 W/SQl1ARE �___�L=--J11 I OF FIRE RATED ROOF d L-__ L--JJ 1 I 51MP50N ABU66 Q (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO W ti POST BASE(lYP-• I I I FLAT GAP d BASE(C�gQUAU I I u_________u I I I WALL SHEATHING,4-0 L,_ ______,J I I FLAT GAP k BASE (OR EQUAL) I I I POST BASE(TYP- � RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO ALL COLUMNS) CORNER COLUMN TCI Et I I I I I FROM GENTER OF I I - CORNIER�".OLUMN TO BE I I I ALL COLUMNS) FULLY OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING 01, PROVIDED W/5PLIT qIT I I I q I I FIREWALL-EACH 51PE I q m PROVIDI�D IW/5PLIT KIT I I I AREA OF THE WINDOW UNIT TO LE55 THAN 5.l SQUARE FEET. I FDI I I I I I I ❑ 810 BASEMENT ... ....:�/ �'�': .......... - - - - - - - - _ — _ _ _ _ -_- - - t _ - - - - BASEMENT JO. UMBEk2_- - --t-=-�- -�-,- -- - r,- - - - - -- - - - - - - - - - - I- - - - - - - - - - ,- - - - - - - - - - - - - - - - - - - - -- - - - - - -1 f±- - - L - - J- - - J L_ _J L - - -i- - - - - -- - - - - - - - - - - - -I- - - - - - - - - - -- 1- - - - - - - - - - - - - - - - - - - - - -- - - - - - -j- - - J � J L - - -I- - J .. 2016023 UNIT 51 UNIT 52 W UNIT 51 UNIT 5 2 DUET CLUSTER = SHEET NUMBER 2 HR 5EPERATION MODEL B (JUNIPER) WALL PER UL#336 MODEL B- 1 (INKBERRY) REAR ELEVATION Z I/4r = I1-0° (MODEL B) (MODEL B- 1 ) ELEVATIONS (nB 2 1 w 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED OPTIONAL SELF FLA5HIN6 ASPHALTROOF SHIN6LE5 �- 5TANDING SEAM METAL W CHASE GAP I II �II� II ROOF VENTS II m 6 TRIM GAP — — - PLYWOOD 5HEATHIN6 / 0 V u I2 z� 12 15*ROOFING FELT PAPER / 0 W o n OPTIONAL WOOD 4� ; co � a CHASE WITH METAL INSTALL c WATER SHIELD PER I ( GAP AND GULTURED MAra�FAGTUTU R�S SPEGs.To ROOF FRAMING o } 5TONE VENEER INSTALL ICE 4 WATER SHIELD MAINTAIN PRODUCT WARRANTY. N / y PER MANUFACTURERS GARRY DOWN FRONT OF FA5GIA- / � en;?Z_ SPECIFICATIONS TO MAINTAIN MIN 4'TYPICAL Z U '5 cd to / §.W:o M PRODUCT WARRANTY 0.40 ALUMINUM DRIP EDGE 0 Q W m rMi OTE: GAP / _ ti `� co APPLY ICE 4 WATER SHIELD IN eI1ttER ❑ u () M OR FAIR WEATHER WHEN THE AIR, / � ROOF DECK AND MEMBRANE 10'-b"HIP WIDTH 2 I'-0" ARE AT TEMPERATURE5 OF x B-I GABLE 400F(500 OR HIGHER a 12 12 FLUSH ROOFS OH• I � `v CIA FASGI ii - Z GREAT R00 0 (- an nn - PLATE HT APPLY ICE t WATER SHIELD IN U BREAKFAST_ FAIR WEATHER PLATE HT. - - - I 1 WHEN THE AIR,ROOF DEGK AND fMEMBRANE ARE AT ..J TEMPERAR)RE5 OF 401F(5'G)OR u) OH. I I I I a I '- I� H16HER. Z 1 . I , 0 I I U I I i i i i i �j. I = FASCIA BOARD �'AZEK SOFFIT � 1 ' I I f:I NOTE W: BOARD W 2'GONr. 0 1 I I �- I VDMN6 OR VENTED W Ln n = PVG 5HUTTER5 WITH FIXED F-191 1 I I s Q II HINGES. WIDTH OF Q VINYL SOFFIT 0 M I SHUTTER TO BE HALF = Z � V J o I I i i C123 :i-� I� WIDTH OF WINDOW DETAIL ❑ 2 I 1 . � -, II ,..� I ' ; w Ix4 TRIM i i i =I SCALE: 1 1�2c� = lc-�cc _ 2 - l . l _ _ I II z FIN. IST FLOOR 1 I 1 I � ' Q FIN. 15T FL ELEV.+O'-0" Lu +O' LINE OF LINE OF EXT. bxb P.T.P05T WITH , , , , I , O WALL® DEN WALL® GAR 51MP50N BG52-3/6 12" 5QUARE HB$6 DERMA GA5T ixb AZEK TRIM BEYOND BEYOND P05T GAP ANCHOR d AZEK TRIM ( GOLUMN W/5QUARE FLAT GAP Ix4 AZEK TRIM SIMPSON ABU66 I ALL 51DE5 I 4 BA5E(OR EQUAL) -CORNER I I I I W P05T BASE(TYP- , I COLUMN TO BE PROVIDED IN I I I I U , ALL COLUMNS) I , SPLIT KIT ' I I � I I I I I i El I I I I I I I U - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4 - - - - - - - - - - - - - - - - - - -, - - - -- - - - ,- - - - - - r- - - - - - - - - - - - - � L-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - L-- - - - - - - - - - - - -� - - - - - - - - - - - - - - - - - - -I- - - - -- - - - - - - - - - - I - - - - - - - - - - - - -j Q R16HT END ELEVATION i 4' = 11-0° z U 2020 NYSRG 6242-1.8 (503.8) W VENTING 5Y5TEM TERMINATION LOGATION: j THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH 2020 NY5RG- 8312.2.1 U AN INPUT OF IOpoo BTU PER HOUR OK{^U OR LESS SHALL UNIT 51 MODEL B UNIPER IN DWELLING UNITS,WHERE THE TOP OF THE SILL OF AN 0 13E LOCATED AT LEAST 6'FROM ANY AIR OPENING INTO A OPERABLE WINDOW OPENING 15 LOCATED LESS THAN 24" p BUILDING,AND SUCH AN APPLIANCE WITH AN INPUT OVER ABOVE THE FIN15HED FLOOR AND GREATER THAN 12' 10,000 BTU PER HOUR BUT NOT OVER 50OW BTU PER ABOVE THE FIN15HED GRADE OR OTHER SURFACE BELOW HOUR 5HALL BE INSTALLED WITH A q INGH VENT ON THE EXTERIOR OF THE BUILDING,THE OPERABLE TERMINATION CLEARANCE,AND AN APPLIANCE WITH AN WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: INPUT OVER 50,000 BTU PER HOUR 5HALL HAVE AT LEAST •OPENINGS THAT WILL NOT ALLOW A 4 INCH DIAMETER SELF FLASHING A 12 INCH VENT TERMINATION GLEARANGE.THE BOTTOM OF SPHERE TO PA55 THROUGH THE OPENING IN ITS LARGEST THE VENT TERMINAL AND THE AIR INTAKE SHALL BE STANDING SEAM METAL I� �� OPENED POSITION. LOCATED AT LEAST 12"ABOVE GRADE. GHA5E GAP �II� II 2Ogg0 PREVENTION DEVICES THAT COMPLY WITH A5TM F �JI III 6' TRIM GAP - - - - (THE WINDOW OPENING CONTROL DEVICE AFTER - - - OPERATION TO REBASE THE CONTROL DEVICE Fco ALLOWING THE WINDOW TO FULLY OPEN,SHALL NOT M o r m � N OPTIONAL WOOD REDUCE THE NET CLEAR OPENING AREA OF THE WINDOW Q N N N CM ti tp D r CV N CO M CD r r CHASE WITH METAL t b UNIT TO LESS THAN 5.1 SQUARE FEET. INSTALL ICE d WATER SHIELD GAP AND CULTURED 12 STONE VENEER r -- T- - 12 GARAGE DORMER PER MANUFACTURERS -- - - 1-- SPEGIFIGATONS TO MAINTAIN . __�---_- -4--�� .,_a � ---- - 2 PRODUCT WARRANTY LINE OF ROOF -{ '`- -^. -- r -- - - r `'L' " EfEYOND _,.. BEYOND® =-_�- --. " '-_ - - - - Z z NOTE RIDGE VENT - -_-= '�=-a-s _ - g BEDROOM#2 RIDGE VENT iri z a a APPLY ICE R WATER SHIELD IN __ - - - - - - - - 0 0 o Foo Z w FAIR WEATHER WHEN THE AIR, 0 N 0 ¢ Q 0 g J H ROOF DECK AND MEMBRANE 12 WIDTH w U ARE AT TEMPERATURE5 OF 401F(5°6)OR HIGHER. 9 �Fl2 12 12 BI-I GABLE73.1 N o FLU5H ROOFS q q-767 OH. c 01 Ix8 FASCIA BD. PORCH _ —nn nn an 8"AZEK R PLATE HT. Ill FRIEZE BD. W IIV, _ _ M.BEDROOM V) PLATE HT. c� I OH. I iILL l 1 1 m _ I J I - NOTE W: Q o PVG 5RMER5 WITH FIXED 5HIMER TO BE HALF tzi o WIDTH OF WINDOW Z EE 0 4 i I 4 ii ii cn q = Q EXTERIOR WALL o W u i I I I Q Q -HARDIPLANK SHINGLE SIDING - W Q © -TYVEK OR EQUAL ❑ r T 1 1 I I -1/I6"OSB SHEATHING F+1 2xb WOOD STUDS® Ib'O.G. _ l -6"R-21 BA7T5 w FIN.IST FLOOR _ _ I _ _ _ _ I I I _ SIN 15T FL_ m J all F_ AZEK TRIM z I WALL® BEDROOM I I I I 1� - - -#2 BEYOND ALL SIDES 12 SQUARE HBG DERMA CAST BEY �6ARAGE 0 0 � COLUMN W/5GUARE FLAT GAP I W �E REp ' Ix4 AZEK TRIM bxb P.T.P05T WITH I ' G I 1 BASE (OR EQUAL - CORNER I D 5IMP50N 0652-3/6 �- RGBERT 'A KALL POST GAP ANCHOR d I BRE I GOLUMN TO BE PROVIDED W/ �' 51MP50N ABUbb I I SPLIT KIT 1 BREAK � t z C7 FDI I I I P05T BASE(TYP- W ALL COLUMNS) I I I I I v/i - - - - - - -- - - - - �i- - - - - -IL - - - - - - -Ir - - - - - - -- -- - - - - -- - - - -- - - -- --4- - - - - - - -- - - - - - - -- - - - - - -_ - -_ - -_ - -__ - _ _ BASEMENT -=_ ri L- -- - - - - -- - - - - -L - - - - - -1- - - - - - - -L- -- - - - - -- -- -- - - -- 1- - -- - - -- -- -- 1- - - - - - - -- - - - - - - - - - - - - -- - - - - - - - - -- - J J NUMBER LEFT END ELEVATION w 2016023_ _ , . UNIT 5 2 v4 _ .-o UNITS 51 (MODEL B) DUET CLUSTER a SHEET NUMBER ,eo MODEL B - (INKBERRY) & 52 (MODEL B- 1 )_ ELEVATIONS W • 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED (L 2 HR SEPERATION F- r1 1 WALL PER UL#336 WVc / lT'-4" � m 2'-0" O .�.�«J U 'Ib'-0" 22'-6" -6" 14'-4" Ib'-O" Z a� _O a 2'-I" 5'-l" g.. 5_�„ 2,_1x 2 2. I.. 51_�I« g" 5_�« 21 I« U "�'� ,� 1 F- co b 1� ■� o� 4'-4"M.O. 4'-8" FD 1 Z U ' ►n O ` :5 rn -- -------- ----ry Q w c 24qu 0 , _ w y coo LINE OF REAR ® ® ® ® Q FDI I U XGAV ° `Y' cr) CHEEK WALL m _ I 4'P.G. LAB WITtf 6x6, 10/10 W .OR FI ERME5HJ a uNlr 51 U EXGAV. --� I I 4"P.G.SLAB WITH 6 b, I -----, Q I MIN.3 P51 GO G. 10/10H.H.M.OR FIBE RME5H. I Q MIN.3590 P51 GON . q 4 1 I i o oo FDI � -f` N_ I I .7'#V. pll I 11_Ox CEN 11_Oq III Yl 2'49" 41-4"M.O. 15'-8" Q Q o ' OHP o (/ O 8" 1'-0" e" 1'-01, 8" r- 10" P.G. FOUNDATION WALL � •� __ _= r -- =___ _ �• I D 2'x 10" 1 F- 1 WITH DAMPROOFING ON I I I „ �------, n n __ ___ ____-= I (2)2X10 P.T. I 5L AB SEAT Q I o U 2"x to ( FD1 20 x 10 P.G. FOOTING l 4 I I = L. 4 SLAB SEAT Q I w (T.O.W. ELEV. = 0'-0") II 1 =_= I I Q — — — -J 1 =_ -_______ _______ __ F- IV ----- ------------------ S __= i I -i E6RE%WINDOW I I I Z HO • _ _ _ - - • E6RE% g" I 11 I I I 1 -I ti 1 5 50.FT.MAX " I 4 I o WINDOW I I ° 1 OPENING 12 P.G.F�UNDATIOII WALL - I = Fi O O iv 1 4 JO 1 I WITH D FI ON I III U 12"P.G.FOUNDATION I I II a� « 1 1 i 24"x 12" C.FOOT, I i° O _ I i n W 2'-0" 7 WITH DAMPROOFIN6 N I ---- _ _ - = I I - -- i I I �I I 2'-0' i» Ln FD1 24"x 12"PL.FOOTINGI u i I I I I DIRECT VENT HEATING EQUIP. I I F- " (2)2X10 P.T. o o I I I I APPLIANCE CLEARANCE APPLI I O 10 14-4 23'-0"I I 4 �� � � I I I ANC�S HD 1 �' _ , I p I I I SHALL BE IN5TALLED WITH THE I _ 1 HD Z _ I I I --, 1 I 1 i 1 GLEARANGE5 FROM UNPROTECTED, `n i ---, ❑ r I L4"HIPE I < , ® i I , COMBUSTIBLE MATERIALS A5 1 ' oDIRECT VENT HEATING EQUIP. I I I I I INDICATED ON THE APPLIANCE LAE L _ Q I APPLIANCE CLEARANCE APPLIANGE5 N J015T 5EAT. I 1 1 1 I I I I I ' W 1 1 � I AND IN THE MA1�dJFAGTURERS I � �, I I I I 4"WIDE I I Iy SHALL BE INSTALLED WITH THE 9 v TOW.ELEV= (-)1'-1�" I I i 1 1 I I I I I u_ ® - I 1 J015T SEAT. I I I (� CLEARANCES FROM UNPROTECTED o I I 1 1 1 I 3� DIA STEEL GOL.UMN 1 i INSTALLATION IN5TRUGTION5. 1 N I , I 4"WIDE J015T SEAT. 1 1 1 I ON 30 x 30 x l2 DP PG I I I I I « I GOMBuSTIBLE MATL-RIALS A5 0 ,fl � I 4 1 I I I I I � I II-° I I TOW.ELEV= (-)I'-Ii' TOW.ELEV= (-)I!-I I IM I INDICATED ON THE APPLIANCE LABEL�, �' ® I -2 I I FDI i i I FT6 NA.NJ I I , PROVIDE FRE5H AIR INTAKE I i Lt AND IN T HE MANUFACTURERS N I( 1 1 I I TO MEGH EQUIP PER CODE 1 11«'�iL- IN5TALLATION IN5TRUGTION5. c� I i~ :o I-0 I I F=_ _ _�I �'-6" 1 I 1 l'-b" l'-b" 1 i I l'-b" i -b" 1 .3? DIA 5TEEL COLUMN ( O HD I ON 30'x 30'x 12'DP PG N ' \ I I 1 - 1 PROVIDE FRESH AIR INTAKE I x I I I I i t I I 1 1 I I F� TO MEGH EQUIP PER CODE FTG,(U.ON) -a�1I I1 \?<� I I I- I 1 ' J— —L__ ' ( F— 117 1 F— 1-I i W W T c� I Io. I I 5 I/4"x �t/2 L-OW -- -- ------flp? I P.O. 1 D.D. x II I I I I I I I I ( -r' ;T}- LVL oIRDER I— 1— ---� I _ 2 O ❑ �'' 21-0.I 10" S._5.. a._5.. - 8'-5" b'-2" b'-O" II I . \yi i �� 1 I L_ _ J � I L Tp --- - ----- ----- I II B-5 ---_ ------------ -----� r I I I - -ll � �. �� I-0 ( ----� ------ ---_--- -- I � r----------t- -� - BASEMENT SLAB I 1 I F- —I II II IT II I -' \ 1 f 4'PL.SLAB(MIN.2500 P51 GONG) D.D. 5 1/4"x q I/2 LOW D.D. I D.O. r — D.O. E — I 1 ,�, 5'-0" g i i 'D06 MIL.POLYETHELENE VAPOR 1 i FDI JL \\ I I BARRIER 1 J L - J LVL GIRDER I� o till I J l I _ Q 11 J �,:'1�A5HED LINE INDICATES \\ t FDI I TAW a FILL r0 q5%DEN511 Y , = 4 BASEMENT SLABI � FIRST FLOOR WALLS ton- _j � 1 I I I II « _ _ _ ABOVE L_ r- _ UNFIN15HEP BASEMENT 1 rA FDI I 4 PL.SLAB(MIN.2500 PSIS ) ( I J I I T- IS T I -- -FSI �� �__-� ��- r-- __-� ��� __f L-1-J-1_� 10 8'-0'CEILING HT.i k 2 ❑ D06 MIL.POLYETHELENE V - a I 1�- O II JL BARRIER I L I I ( 1 I I tt i'' I , t p' , -51! (R-13)CL05M CELL SPRAY _ I FD1 10 I I I I I i II F- 2 •TAMP a FILL TO q5%DENSITY , I I I TOW. I1 �\ ,i' I I \\�,�' LN I 1 \ ii' I I FOAM INSUL ALONG INSIDE I III - F- y� I I I X I I ; \fir ZI I I FACE OF FV.WALL5-FULL HT I 0 - III (4 FD1 III UNFINISHED BASEMENT -' I p I I 1I ^ °ISI I I �x 1 I 3 DIA STEEL« N I I mIL '"I'r'I i i DRAPED BLANKET I � III « III _ „ =8'-0'CEILING HT. L �— I III I — 1 N I I I COL.IIMN ON 30 x I I t i ti I INSU.ATIoN I �z 4 WIDE 21-b" 2 D *(R-13)CLOSED CELL SPRAY cn L_ u_ ® u- t�I— -9 I I 3-6„ 30 x 12 DP PC, 1 1 I I 1 I ALL F_XP05ED HOT WATER I N II J015T SEAT. « I (' I I I FTG AO.NJ I I I I 1 1 I X u 2 t- - N - II PIPING AND/OR HEA DUCTS FOAM IN5UL ALONG INSIDE �n t X ( I i °—J I I I I I I TO 13E INSULATED AS PER N.Y.S.I u ❑ I o I FACE of FND.WALLS-FULL HT. r �- � —-j L—— I I I , I I _ ____ _ CODE.: U TOW ELEV=(-)I'-I " O OR DRAPED BLANKET O 9, - - ' L _ _ _ INSULATION 'n O _ —N ®— — — — -i ( ----- -I/2 X " _ 6 _ `t I '- " I I ______ = J I Ib'-6" x „ O _ \I _ --�_ L---, 1 5 5 1 I I I 2-0 "2149" 4°WIDE J015T SEAT. ❑ ALL W05M HOT WATER - ---- -- HD PIPING AND/ORI ATIt�DUCTS ir, ® m I m I I I I ? ? I 1 I \ .' i I 1 4 I 10 TOW.ELEV= (-)P-11" N m I I I I I I I I �� 3 1 I 7^ I I I 1 TO BE INSULATED A5 PER N.Y.S. ^) UNEXGAV. 1'-10« CODE. `� - - - - 4"WIDE J015T I III I 050 UP `� I I I I I '� B1-5 - \y FDI 6 4"PL.SLAB WITH bxb, C- _ -11 11 I I I I 11 I I - L--- --- I SEAT.T.O.TA.SEAT 11 14R `� m I I I 1 1 ------_-- T----_-- _ 2 X 10 . G — 2jEf2 f— I_ « n I . I I I I I I . L--- -I-r-------- FD1 H.H.M.HOR 5LA13 SEAT I � I I I ELEV=(-)I I I I �I I o 11 1 I 1 \\ 1 0 , i-------i I - -- -- I 1110- 10/10 - I N - - - - �, FIBERME5 `) x « x « x II o i « '- ' r----- ------------------ ------------- D.D. 5 1/4"x q I/+�° LOW —I D. I 1 I-IO I UNEXGAV. '- u, r MIN.3500 P51 GONG. 8 3'-8 0 6-8" b-8 �� - I IS-b I ( I % r - - - 10"P.G.FOUNDATION WALL o 1 J ,% LVL GIRI7E I 2"x 10' I 4"P.G.SLAB 6 - - - - _ _ x 1 I 10/10 W.W.M.OR WITH DAMPROOFII�ON 20"x 1 - -� I 1 - LAB SEAT 1 WITH bxb, co I .\ I 1 FD 1 .. �_ �_ ,. �_ 10 P.G.FOOTING-T.O.W. I 'r I I 1 1 w kD 5 1/4 x q 1/2 LOW, D.O. o o I-0 ELEY, 01-0• 18'-2" b" 1 " I 1 «1 \ I I FIBERMESH. r u, • VC ORDER- I 3 10"P.G.FOUNDATION WALL 1 / \ \ ¢ N N N C� uj _ _ 4-6 1 l-b I 4-b I-0 1 3-8 1 8 MIN.3500 P51 N � WITH DAMPROOFIN6 ON 20'x I 1 « 1 MA 3'-2" 1 GONG. % I Ilo"P.G.FOOTING-T.O.W. I #5 CORNER KEBABS W/ 4 a� o I I u ELEV. = 0'-0x I LEGS® MIDPOINT OF --------- --- --_- 4' WIDE I FDI I I 1 I I FOUNDATION WALL d I'-b' 1 i J015T SEAT. II i I I I #5 CORNER REBAR5 W/ 1 FROM TOP d BOTTTOM. TOW.ELEV= (-)I'-I " '2 I 3�M - - - - - 'I Z1*5HED LINE INDIGATE5 - - - 4'-0" LEC-55® MIDPOINT F R5T FLOOR WALL5 I _ 1 z co IJ 7I I OF FOUNDATION WALL „ I ° I I I I v 1 1 4 WIDE J015T SEAT. N z VE I « I 8 P.G.FOUNDATION WALL 11 1 i 3 4 il0 TOW.EL EV= (T 5E a z n I-b FROM TOP d 1 Q 1 1 Q i o I x x l « g BOTTTOM. 5 I WITH DAMPRDOFING ON I �, 1 1 u,I 1 � b 1 z co m a II I L _ - - Fyy_2 o I6"x 8" DP P.G. FOOTING I - I _ I__,, Ir-T- I z z z o z z z N (2)2X12 FLUSH I 1 1 n I N ® ii i 1 c°-n 9 a 2 2 S J UNEXCAVATED TYPICAL g I I l u I w 5 a : = T.O.W.ELEV.= o o I I ( GARAGE SLAB (X I I II I 4 TAW EL -_-- ,�I �i �ii J w W N J °� « w lZ w M WE eb ob U 0'-0" T" I I I •4'PL.SLAB(MIN.3500 PSI GONG) I O T.O.W.ELEV. ® REINFORCED WITH 6X6,10/10 W.W.M. °'-p" II( — — — — — — — ( N I •TAMP a FILL TO q5%DENSITY O I I ~ UNEXCAVATED TYPICAL I I 1 I ill t` 11 2 �O r\ cr *SLOPE 6ARA5E SLAB DOM 2' O cr N GARAGE SLABit ' 11 FD1 N F / TOWARDS 6ARA6E DOOR I I'-2" I iv '4"PL.SLAB(MIN 3500 P51 GONG) I 1 a ��� I I j REINFORCED WITH bX6,10/10 W.WM. 1 11 I I I r 811 P.G. FOUNDATION WALL H N . ~J o I cAMP t FILL TO asSK DENSITY r - ' 1 F� WITH DAMPROOFIN6 ON I •SLOPE GARAGE SLAB DOWN 2' I I 1— I I-- I I I I — — — — — — — — — — — — ® u- I " « 11 TOWARDS 6ARA6E DOOR I 5 1/4"X q I/ L I�i I I 4 10" 6'-G" 64, b'-�" cN 8.. Ib"x 8 DP P.G. FOOTING IT-1011 I - �I fie - I I FDI L — --Ji 61RDEI i +I— i J W I— x x I I 4 I -� I ISE b i i I N } III D.O. 5 I/4 x q I/ LOW I D.O. 4 1 `� �-_- --l- ___ -- I_ 1 tl 1 +-LVL 61RDE -+ FDI I TOP OF WALL FDI I i 1 I 1 0 m L — J L _ J ( i b J II ON= -I'-211 t o T.O W ELEV. = TOP OF WALL I I q'-b" , i i i 1 � O Y 1 �n 1 1 u TYP. BEAM POCKET W v iii 4 I TYP.BEAM POCKET I 0'-0" DN= -1'-2" I •_ •_• I , i i i,, WRAP END5 OF GDR W/ ❑ v o FDI WRAP ENDS OF GDR I 1 t 1 u r'�i W/ALUMINUM AT I 5 I I 1 1 I ALUMINUM AT POCKET 4 4 i I I OR PROVIDE 1/2' AIR 4 POCKET OR PROVIDE I FD1 L _ II N 3 cv I u SPACE ALL 51DE5 w 2 I I/2"AIR SPACE ALL 1 FD1 HD • _____- ____= I N ii ❑ FD1 SIDES � o ( 4 3 � � � � u ❑ « 4 ( 4"WIDE J015T SEAT. I I -' TOW.ELEV=(-R-I " III « s 10 PL.FOUNDATION WALL x N I iv 10 10'-4" II IO I WITH DAMPRooFIN6 ON 20 x u_ ® I � . �� i I FI P.G.FOOTING-T.O.W. N I 0 `t' "' B I I 111 B F O 10" 15'-4" 10" aj 2° B-5 I I B-5 z tu ISI III 4'WIDE J015T SEAT. 1 I •L = ___ __-__ -_ �. Z 1 v TOW.ELEV= (-)I'-I " FD1 I I HD o HD U o o 1 -.... ...... ... ......... ......... zz — I FD 1 p • — _ _ _ _ o HD o HD I'-b" I6'-0" M.O. P-8" I'-b" Ib'-0"M.O. Q' 1T-0" 4'-0" IT-2" I5'-6" q'-4" 12'-0" �. �,; Ir w LINE OF FRONT OF FOUNDATION WALL® U �( -0' MA5TER BEDROOM UNIT 52 ,T o UNIT 5 2 1 UNIT 51 MODEL B- I (INKBERRY) �2 HR SAT'°" MODEL B (JUNIPER) JO UMBER WALL PER UL#336 w2016023 MULTIPLE LVL GIRDER GONNEGTION5: GENERAL GONTRAGTOR5 AND SUBGONTIRAGTOR5 TO REVIEW THESE < SHEET NUMBER HD= HOLD DOWN GON5TRUGTION DOGUMENT5 UPON RECEIPT FROM ARGHITEGT AND UNIT 5 l UNIT 5 2 DUET CLUSTER = FOR ALL MULTIPLE LVL 6IRDER5, LAC BOLT REPORT ANY AND ALL D15GREPANGIE5 INGLUDIN6 ANY DIMENSIONAL FOUNDATION PLAN B2 � 2a A6= ANCHOR BOLT5® T06ETHER W/ 1/2" BOLT5 © 21-011 O.G., 2" MIN, GONFLIGT5, IMMEDIATLEY TO ARGHITEGT FOR GORREGTIVE MEASURE5 Z 5 5 N FROM TOP BOTTOMALL5 , MIN. 411 FROM ENDS PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. DIMENSIONS (MODEL B) (MODEL B- 1 ) FOUNDATION PLAN V SHALL BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. w ❑ COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED Gk 2 HR 5EPIRATION F- 2'-0" 3b'-b" WALL PER UL#336 33'-8" 2'-0• W �..� 10" 5QUARE HBd6 DERMA GA5T bxb P.T.P05T WITH 5IMP50N 0 GOLUMN #46382 W/50UARE FLAT GAP A W52-3/b P05T GAP ANCHOR d U10- d BA5E(OR EQUAL) - GORNER GOLUMN B-5 5IMP50N ABU66 POST BASE O �� V bxb P.T.P05T WITH SIMPSON (TYP-ALL GOLUMNS) BG52-3/b P05T GAP ANCHOR d I6-0 TO BE PROVIDED W/SPLIT KIT 22'-b" Li 3,-6N 15-0 15'-4' ZO ^ L 1/ 51MP50N ABI166 P05T BASE (D o `m (TVP-ALL GOLUMN5) _ _ _ _ ' 4-d co - -ao - - (�2X3�Tr61RBE� j •!•'� U >N - - - �.Qr _ -�- 2X&P.T-�II�vE 2" (3)3016 TR �� c rm Ib'O° 10 5QUARE HB46 PERMA rY o o W-hWINDOW )3050 DH CAST COLUMN #46382 W/ c j — ® b'-o"HD HT I� SQUARE FLAT GAP 8 Z U '� � -0" I ' 4'-II" II'-3" b'-4" I 4'-a" 3'-q" l'-b" �'-b" l'-4" 8'-0° BASE (OR EQUAL) - O Q w c M 12 0 0 1� GORNER GOLUMN TO BE U a 2 4 GOVERED ALI6N TOP OF Q Iq DI „`' '=__ _ _= I I� � COVERED I fl PROVIDED W/SPLIT KIT � U U TRAN5OM5 - (2)301 TR It +r� N Q I PORCH o 2 Ia (a� PH vI go16 TR PORCH INS o v O FW-2 4" ( GU - - _ _ L - ( la 6080 51.6L. OR W/ - Q (3)2316 (2)3010 TR DI ' FW ® 8-0 HT 1 °- o g016 TR el-O" .L , � I DI (2) 18 DELIGHTS I - I (3)2350 PH EORE55 - - - HD L - - - L - - - �� '-- -`� j I I Iq 6080 5 . 6L. OR W/ I Ia �� wlNvow (2) DH � — — (2) 18 5 DEL16HT5 HO L © 10 IHp Q I DI DI I I I I DI - _ - - - 5.25'xll9'LVL HOR - _- - - - - - - - � r - - - - - - - - - -� 12 0 -- — — — � IJ 75"_7 DNb" ■� DI Iq 3)243 HDR ( - - J _ % 1 nE H L - _ J HD " ;r DI F 1 I 5.25'x II 1/8"LVL HDR ..J Z2416,TR O - - - - - - - - a - _ — 525"x 11 115"LVL HDR r r - - r . I S NDI REE I I iT 2016 TR ,_, � I I— r - - - �r - - - � I f� 2452 DH c1 2052 DH I � i 11'-0" 5OFFIT I 1 21 G I 1 ® 8-0 HD HT U ® 8'-0'HDHT - - - - - - -� "L_ _ JL_ - - L_ � _ J L - - - �� - - e° I I DI I DI GONTINUOUS (2)2X10 HDR ;fl EF I l I L_ � N Z I- J \ 5.25'x II 7/b"LVL HDR WC © I I I O 15'-O" 12'-0" I'-2' bo"VANITY w/ I I I PRE-FAB U P -FAB I IO'-4" OOPOT.TUB 12" 1 12'-0'STEP GEIL I UT TUB LDI FIREPLAGE O FI PLACE I II-0 GEILIN6 I MASTER I -1z Ln ' LIVING AREA I BREAKFAST AREA 2 `� MASTER I BEDROOM I LIVIN6j ROOM - o~ ' I a'-0"cE1uN6 BATH I I - I Q z m "' I TE 6L DRS I BEDROOM #2/ . °� 7'-l0" 4" I 14'-0" I 4" 15'10" TEMP 6L OR.5 RA 15ED HEARTH i 6 OPT. DEN I I I I w 1!"� 0 5070 7 EMP.6LA55 PTN. [� 201b TR 2'-0" I I OPT. N 2X4 KNEE® 41' q" l 4'-0" q'_3' I 41. I RAISED HEARTH L ' N N ®B-0�DHT � r, I cv I 14 P HI6HW/GAP At L - - - - - - - - - - - J I 241b TR q �j J 2'-0"I Ir-o° I I 60At oLt �� I GATHEDI AI GEIL j j ®&2-Q H0 HT N ~ 1 N i 6REATI ROOM r - Q 12'-0'5TEP GEILIN6 I I�-- � e - - - - I __j r. [�] GREAT ROOM I II D1„1 I 11'-0'G LING ® � - `v o I IL__ KI TG EN ED ID GL. ocn LN ti°��m 0 5 22'x 3o"Amc�B ®5D I 6.1 I 16'-4" I I 3'-0" 41_ON oo loo 41. 3-b„ 4" b'oN N 1-0N I I m AGGE:55 HATCH C�� I g m C� (2)2816 TR I ( z 2 0 ® r ❑ W - (2)2852 DH I l I I l 1 a'-0"GEwNG 1 r- O ® 6'-0"HD HT I I I ATHROOM DINING AREA I I I ti'°"� % 0 4"2'-0° 4' ti ti - D ' ° I I I (2 3300152 PH 12" SQUARE HB46 I 1 I I I I ©Ff "' q'-0'GEIL - Q'-0'GEIL q'-0"GEIL o I I I ® 8'-0'HP HT .. PERMA GA5T GOLUMN L_ J (4)2x4 i WIGL I WIGL DINING AREA W/SQUARE FLAT GAP " WC WIGL r- -�tt fn L_ J 21 G I REF POST N /�dl I.-01. 5�N 41. L 5-4' J b.. b. /.1 4' 41_2.. 4" 114'-8" 6" I 2'-6" H d BASE (OR EQUAL) - J V Q GORNER GOLUMN TO 2'-b" b" 2'-0" DI / ® Tv qb'GEIL BE PROVIDED W/ `r SD - `r LAUNDRY xb P.T.POST WITH V_ I - - - - I I F v a� - �° 34 I Iq -� 5IMP50N BG52-3/b Q SPLIT KIT :�- - - - `� 4" 3'-8"_ i'-10" 4" b �' 0 b" II'-2" 4° 2'-0" 4" 3'-4" b" 5' 8" ? ®� 5H AN = 2'-0" P05T GAP ANCHOR d `° Z HDL.L. �o� NGTE D NOTE "V I DI 51MPSON A7�J66 W I9 2"O" ON 14R F_- - -1 m N51 IDR m I POST BASE(TVP- Q 5016 R pI l a� IALZ Q I - - 3 I/2'x II�1/8"LOw LVL HDR HD - ALL COLUMNS) V m (3) 2x6 HDR i I 11'-0"GEILING o Obi -O'GEILING m J - - - - - - - - - e O 4 3080 EXT INSUL DR GOVERE FOYER ;� Q W 4 2'-0" 2'- " ' 0 O LAV. WC1 GRr . W/(2) 12" �0-I PORCH GL v © - g' AD5 b"(12-21)BATTS 1 ® 12-0 GEIL COVERE Q la cv ^ EF m Y UP IR q-0 GEIL 3080 EXT INSUL DR 3'-4" ®5D NOTE 's": ©EF B TH 'L 5D FOYER PORCH , W/(2) 12" HD I;fl CO2 �s8 �r - UP IR :o I'_ON 13'-311 41' 41_111 611 11 4' N L " I'-2"SIDELIGHTS o (4)2xb �° 5-b 4 3-2 7-8 6 51-4" T=u0 - POST gse 4„ 31-2114" 3'-4" bit l'-0" b° 4'-O" 411 -2" 4" 45�MIN IRE - :fl bxb P.T.POST WITH ° _ - 0 22"X 30"ATTIC RATED W/SELF d 3 I/2'x II T/8`LOW LVL HD ' I-2 Ua ONx 1 2363 INSUL DR- GL051%DEVICE _ - _ tv Q 51MP50N$652-3/b I SHWR PAN ,Lbb :o _ _ _ 1z 45 MIN.FIRE ACCESS HATCH _ GL Q b� 9 12" SQUARE HBdG Q N N N M ti `.° N ,ii ,fl P05T GAP ANCHOR u') RATED W/SELF cv b l 19 0 " N co m c0 d 5IMP50N ABU66 I I �= _ _ - 'L I DERMA CAST POST BASE(TVP- I L (D i O�' - - - CLo51N6 DEVICE N " DI o TEMP 6L PRTN ® q O G ILING b"(R-2Q BATTS 4 I-0 4 I b'-4" �'� b' 1,_2„ COLUMN W/SQUARE ALL GOLUMN5) I— —I d DOOR 50 WI L TWO GAR GARAGE �* FLAT GAP 4 BA5E i I 10 bei " - - - • 4"PL.SLAB(MIN.3500 N GM) � 4068 BI-PASS ®5D r---� (OR EQUAL) - bN ry REINFORGED WITH bxb,I0/10 WA I I I CORNER GOLUMN TO (3)2810 TR I a-O 4' 4-0 4" - b'-10" b" p •5LOPE 6ARA6E SLAB DOWN 2' I BE PROVIDED W/ ® 8'-0"HD HT I 10'-0" FILING TWO GAR GARAGE o D A ®I ® 4 L___J_ r_ _1 SPLIT KIT co z z (3)2850 DH F I EF (TEMPERED) � © MA TER `; ' •4'P.G.SLAB(MIN.3500 P51 GONGS WALLS d GEILIN6 �p o g ool oo I I 3 q-0 GEILING 10-0 IL z z z o z z I z'- "' 6"(R-21)BATTS REINFORCED WITH bxb, DO WWM. p • 'TYPE'X"GYP BD ON INT OF LIVING -� " z I I z z z m �:, a s= BATHROOM WIGL *SLOPE 6ARA6E SLAB Dowty 2' 0 5PAGE COMMON WALL5 TO 6ARME - I I I 3010 TR o 0 o F o o z J w TOWARDS GARAGE DOOR �+ K I TG EN ® 8-0 HD HT m N L(D-4 INC LAV (2) 1,TYPE'x'GYPBD ON 6ARA6E 5 10'-0"GEIL I L J 3030 G5MT S S w 5 aa D 12O ,y�'0 WAu s d GEILIN6 FW-2 DEN BEDROO #2 1 f W d, O *1"TYPE'X"GYP BD oN INT of LIVING DI - - - - SPACE COMMON WALLS TO 6ARA6E 1 - - - - 0 I-0" IS'-2" b"1z : a'-8" b" o 2010 TR 1 1 o N 2050PHDHT � � r - - - - - -N - - - - - - - - 20 IREF I 12 Q N m - - - 6" I6'-D" 411 11 4'-2" b" I b'-0° DI DI ENERGY NOTES Iq II'-0"IIq ALL CONSTRUCTION SHALL COMPLY WITH THE 2020 ECCCNYS I I ( 2Xb HDR DI DI IbOTO OH DR 1z 20 o I I ( W LIn RESIDENTIAL PROVISIONS. I _ _ _ _ _ _ _ II'-0O"STEP GEILING I 0 = 5 1/4'x Ib"LVL HDR HIP D1 CATHED & EIL I _L _J I (3)2810 TR O m SEE SHEET T-2 ENERGY CODE NOTES N 1101.10.1.1 - N 1104.1 I MASTER I Q 16010 OH DR 4 BREAKF 5T AREA f 0 8'-0"HD HT _j p (2)2X10 HDR (3)2850 DH �r 2-o i I a - - - - - - - 0 I I I I BEDROOM I u' I HD 5 1/4'x Ib'LVL HDR HO F/21 F/21 HD F — — — -IF — — , 14 I l W p""+ W 0/21 0/21 4 I DI DI L - _ _ JL - - J 12 1 a LJ I Z v ' FW I 121-01. b 21_ 21.01. I1_/1, DI Ib'-0"R.o. DI 1'-b° I'-b" Ib'-o" R.O. 4'-111. 41.5.. (N DI 11 1 b" U' 4 2020 NY5RG- 62421.8 (503.8) I C/ CJ I I cn11 0 O 7. VENTING SYSTEM TERMINATION LOCATION_ 1830 PHI I N B (2)3010 TR I I B '^ o O THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN INPUT OF 2010 TR Tv ®7'-0N HD T ;,, 2 �, _p DI I-0 IOp00 BTU PER HOUR(3KW)OR LESS SHALL BE LOCATED AT LF�15T ®8'-0`HD HT F_ I I o FW-2 B-5 ® 8'-0N HD HT"' _ —\— I L J J B-5 0 b"FROM ANY AIR OPENING INTO A BUILDING,AND SUCH AN 2050 DH I I A (2)3050 PH (3)2X8HDR ZIP, -� - APPLIANGE WITH AN INPUT OVER 10,000 BTU PER HOUR BUT NOT0 11 OVER 50,000 BTU PER HOUR SHALL BE INSTALLED WITH A q INCH L -J `� L - - - - - - - - - - - - - J B-5 I9 Hp � - - -1f- - - I- - - -1 x HID w VENT TERMINATION CLEARANGE,AND AN APPLIANCE WITH AN INPUT Q DI L__ J L - - IL_ _ _ JJ� � 0 OVER 50,000 BTU PER HOUR SHALL HAVE:AT LEAST A 12 INCH VENT cn :o 1 TERMINATION CLEARANCE.THE BOTTOM OF THE VENT TERMINAL AND (2)2X6 HSR (2)2X6 HDR I iq z m THE AIR INTAKE SHALL BE LOCATED AT LEAST 12"ABOVE GRADE. 0 0 I HID r - - - � r - - - � ` HD (3)2810 TR W ® 8'-0"HD HT DI Z � Q (3)2850 DH (9 o o 3010 TR 3010 TR 2020 NY5RG- R312.2.1 D1 4'-011 3050 PHD HT q'-0 3050 PH HT 41-0 DI b'-0 61-01, U '-- 01 STERE ROBERT W DWELLING UNITS,WHERE THE NOP OF THE SILL O AN OPERABLE Il'-0" 4'-0" la'-2" IS'-b" q'-4" 12'-0" ¢ / �� T =�cy�� y' ' WINDOW OPENING 15 LOCATED LESS THAN 24 ABOVE THE FINISHED ��� G FLOOR AND GREATER THAN 12 ABOVE THE FIN15HED GRADE OR W / �' �`' ;'�� �'� (.5 OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILD G, 40'-0" OPERABLE WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: 401-0" . a .7 .. •OPENINGS THAT WILL NOT ALLOW D UNIT 5 2 FLOOR PLAN UNIT 1 0 - , cn PASS THROUGH THE OPENING IN ITS LAMPLYT OPENED POSITION. N 5 FLOOR PLAN #FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F 2090 (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO 0 RELEASE THE CONTROL MVIGE ALLOWINS THE WINDOW TO FULLY (INKBERRY) " ' 11 MODEL B " ' 11OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING AREA OF THE 1�4 =I -� - - ;N6WBER MODEL B- 1LIVING AREA= 1,589 SQ. FT. �2 HR (JUNIPER) 1/4 =1 -0 LIVING AREA- 1,599 SQ. FT. ���� � ����� ^'� !YWINDOW UNIT TO LE55 THAN 5.1 5GlUARE FEET. GARAGE AREA= 31l 50. FT. WALL PER UL#336 GARAGE AREA= 350 50. FT. - GOVERED PORCH AREA= Iq2 50. FT. GOVERED PORGH AREA= 191 50. FT. w 16023 NOTE_ R: ONE CARBON MONOXIDE ALARM IN NEW ONE �I EF -EXHAU5T FAN: 1 " GENERAL GONTRAGTOR5 AND 5UBGONTRAGTORS TO REVIEW THE5E U) SHEET NUMBER AND TWO-FAMILY DwELLIN65,TOWNHOU5E5 STAIR MANUFACTURER TO MULTIPLE LVL 61RDER GONNEGTION5: 5o GFM INTERMITTENT OR NOTE 'V : Q PRE-ENGINEERED ROOF= HD= HOLD DOWN AND PHELLING UNITS IN 6ROUP R-2 DESIGN STAIRS TO MEET ALL © 20 CFM CONTINUOUS *ALL DRYERS TO BE VENTED GONSTRUGTION DOCUMENTS UPON RECEIPT FROM ARCHITECT AND UNIT 51 UNIT 5 2 DUET CLUSTER = NOTE: APPLICABLE CODES AND TO FOR ALL MULTIPLE LVL GIRDERS LA6 BOLT REPORT ANY AND ALL D15GREPANGIE5 INGLUDIN6 ANY DIMEN51ONAL a ALL WINDOWS SHALL BE �_�SES W/ 12 MIN. HEEL Bu11.DIN65(6011005 d Go-0P5)AND UNITS ' TO OUTSIDE AIR PER CODE �� OFFERED FOR SALE,IN THE IMMEDIATE REPORT ANY 0I5GREPENGIE5 TOGETHER W/ 1/2" BOLTS @ 21-0" O.G. 2" MIN G02 CARBON MONOXIDE *ALL W as To BE GONFLIGTS, IMMEDIATLEY TO ARCHITECT FOR GORREGTIVE MEASI�RES Z ANDERSEN 200 SERIES HEIGHTS N.O.N.) @ 24' O.G. Q = TEMPERED VICINITY OF BEDROOMS,ON THE LOWEST AND FABRICATION. N. TO THE �, ® DETECTOR PROVIDED WITH DRAIN PANS PRIOR GT , IMMEDUGTION. DO NOT SCALE DRAWINGS. TIVE 10115 SHALL (MODEL B) (MODEL B- 1 ) FLOOR PLAN. w DE51I6NED BY TRU55 ENGINEER GLAZING FLOOR LEVEL CONTAINING BEDROOMS. ARCHITECT PRIOR TO STAIR FROM TOP BOTTOM, MIN. 4 FROM ENDS g 51 OKE DETECTOR BE GALGULATED AND NEVER 5GALED UNI OTHERH15E NOTED. o B2 � 3 FABRICATION. D COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WOOD ROOF TRUSS SPECIFICATIONS: co INSTALL ICE I WATER SHIELD PER NOTE: 5/8 INCH THICK ROOF SHEATHING IS TO Z F- MANUFACTURERS SPECIFICATIONS TO MAINTAIN BE USED, WHEN ROOF TRUSSES ARE SPECIFIED I�-I w E PROOUGT WARRANTY AS THE ROOF FRAMING MEMBERS. Z o NOTE ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING APPLY ICE d WATER SHIELD IN FAIR WEATHER WHEN THE AIR,ROOF DECK la'-0°HIP WIDTH ts v LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN la'-o"GABLE WIDTH o 0 AND MEMBRANE ARE AT TEMPERATURE-5 OF 40°F 000) OR HC-HER. - Z PER SECTION 1605.3 OF THE BUILDING CODE. II'-0" PL HT. 0 (D L p PRE-EN6INC-FRED ROOF rR1J55E5 PER TRu55 MUNE 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE + 12" HEEL HT. _ - - - - _ _ - - - - _ (�j '�-'� ' STRESS DESIGN: - - - - - �m- D - - --r= NNNNqN (EQUATION 16-8) �r �I _ _ (312XSPTTI�7ER_ - _- -r-�� q 2 HR 5EPERATION L - - - - - - - - - - - - - - -I- �I- I ;._• N 51MP5ON STRONG-TIE D + L (EQUATION 16-9 I L �- L J I WALL PER UL X336 1 1 I , U) ,= v,'s Z- W5 5TRAPPING(L.E%TH5 VARY) D + S (EQUATION 16-10) ) I i rr Q , I SEE DETAIL I/FW-2 \ Z U 2' cLn CONTINUOUS WALL SHEATHING TO D + .6W EQUATION 16-12 I 1 wl N 'R' I ( I II'-O" PL HT. O `- � "�' ( ) s �� I'-0" I ' , I " + 12" HEEL HT. U o 2 TOP OF TRU65 HEEL I I'-0' PL HT. S I-O = ti co D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) + 12" HEEL HT. I y,,� II'-0" PL H1. OH I �I w I OH. ❑ U co " HEEL 11'-0""PL HT. 1 ,�I 12 D ~ 12 I�, m ISL HE16K VARIES-5EE TRU55 DRAWINGS FOR D = DEAD LOAD, L = LIVE LOAD, S = SNOW LOAD, W = + 12 + 24 HER HT B-4 I �ryI� a a q 1 I 0 .. ACTUAL HEEL,HE16HT5 LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL @ NOTE "R' I o o I I-J N I N I a BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30 - - �n -.I OF ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND I I�f SPEED (101 MPH BASIC DESIGN WIND SPEED) IN , 12 12 , j / Q a r 112 EXPOSURE CATEGORY B. q I— q I'_o" 8 /////// J F- �� oH% . / _� _ _ 24 HEEL HEIGHT I I r r I VARIES ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE Y', , off lo'-Io"OVERHANG WIDTH /j7 --- I I - ___ - - FOLLOWING DESIGN LOADS: I r �3- J I q,-0N / /// = I I 1 - - _ _ _ - - - _ - Z \ TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND LL�� __ = __ --- - __=�JI 3 +8�� o ��/ /// `� I ( r I O LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD _ UP LOADS AS REQUIRED BY ASCE7-10 , TCDL = 15 I, 0" I r i 81-4 Fj/ /. / X�j - I i f I j (�R PSF, BCLL=1 OPSF, AND BCDL = 10 PSF. PROVIDE OFT. -iFF - - - - - - - i /j // Y j�/j// _ I I i IS III 2 ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE _ IL NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. �J // // / ; I I I ( Z 8'FASCIA BD B2-4 �i / j// / %/ I I I I O II'-O"PL HT // /// / / / I I I 1 U TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD / I- - --� OVERLA TRUSSES j // I-_- � DEFLECTION OF THE LESSER OF L/360 OR .75'. r - ////// / //� I I I I 0 u'� I I r I L L L17 TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO I ROOF VENT5 I M F- VENTED VINYL SOFFITARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR I I III 1 ;/j///j/ f I cv I I I I I 1 I pH. Z M TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL I I I IM /// // //� // I -F // ,'� / /f! I I f I I l f Qji m INCLUDE THE FOLLOWING INFORMATION: I III ( ///////jl/ // I I ❑ //� 1 I I I I III I 1-"I 1. DEPTH, SLOPE (IF ANY), SPAN, AND SPACING. /// ///;� // I I I i 1 "� I 2. LOCATION OF ALL JOINTS. 1 L - I //////// 3. REQUIRED BEARING WIDTHS. I- - I- J INT.BEARING ;/// j%�I I I I I I - J LEADER TO DRYI^ELL- T IrP 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. FLUSH ROOFS WALL BELOW - 12 4.2. TOP CHORD DEAD LOAD. 4.3. BOTTOM CHORD LIVE LOAD. q f T 4.4. BOTTOM CHORD DEAD LOAD. I I //j///% �f�/ /A ( I 4.5. CONCENTRATED LOADS AND THEIR POINTS OF O APPLICATION. F ^f 4.6. CONTROLLING WIND LOADS. 1 1 NOTE "R' I I� - �I j///j// / _ �- L_ _ _ _ _ _ _ _ _ _ _ _ - - - J I �Q� I I- w l5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR " I ( ,v w 1 11-0PL HT. _� / //d�j� / / ,� i ��� - - - - - - - - I I co �---I i--� DETAIL DESIGN VALUES FOR CONDITIONS OF USE. ( I -_ r /7 �// 17' I ( I II'-0" PL HT. + 12 HEEL HT. I) I ry /// j// //////7� 6. EACH REACTION FORCE AND DIRECTION. I I rf I �� °° I°° I i/// // // //� NOTE "R' I ,_ M + 12" HEEL HT. m 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, 12 I / / / // I I o I a III j ,////// V// ///� 12 O I OH. NOT TO SCALE B2 -4 II q I L- — — — — — f/1 �/ /////�! q f I I ❑ [�] O THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION / // OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY ALIGN FASCIAS /. LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 I I I JFI IL /��/�jj' jfj% j /` - �— -I — J L / �i II-I ❑ I)�q II L HATCH A I ATES / /// // , / I II NOTE, GA MIN THICKNESS GRADE A GALVANIZED STEEL I I I Lor,ATI OF DIRE TED ROOF �/ // //j j// O I ( \ I I \ I I I I `,/ INSTALL HALF OF 11'-0' PL HT. I II i — PLATES. L _J _ _ a �SFA IN6, 'FROM '� / // / j// I I I I I I ALIGN FASCIAS FASTENERS® EACH + 12 HEEL HT. IIII -1 / / END OF STRAP o 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH GENTERI FI - SIDE ��"° MEMBER. ) I /C j// /// //j I I I I I I ROOF VENT5 f I Q I f / }!// // I I I I II o ` 9. CONNECTION REQUIREMENTS FOR TRUSS TO I I ---�- - - / ;1 j///j// - - I I I II'-O" PL HT. W GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD _ L - - - -,°,1� jl //j j/j j j I I I r=__ I I III + 12" HEEL HT. F- U SPLICES. --� S� / �i/ ,�- - J L - - - - - � I- i� I I W 0.0 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. I �a ALIGN M06B El 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS " I " % T/ �/ / / I I I 11 _< ° MEMBERS. 5 H. �� - _ TRUSS�ID6E W/VENT) 12. REQUIRED PERMANENT TRUSS MEMBER BRACING OH. I }- G - - - - - / - _ - - - - - - ° t16 5i LOCATIONS. - - - I r I I I I / / //,L%//// JJJJ IJJ JJJJJ / / \� L �� - - - � ��v s " 0 12 I I o I / / �`'�/' - � I-o O * TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH I I I r -f / j/ - I I �- I oH. ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND 1 1 I F -I _ o ROOF TRU55 61RDER - - - - - - - - - tt'J L _ _ _ / / / j// 1 I I I , o sir�sa+srnoNs T� MANUFACTURE OF METAL-PLATE-CONNECTED WOOD - I I �j� - - - - _ _ _ _ _ - - - � T/'V // /" _ I II 12 I I 3 H'S5'R" "6 TRUSSES SHALL COMPLY WITH ANSI TPI 1. THE TRUSS I'-O° / L , I- - - - -I 14-10d DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY OH. - -� - - - - - - - -'�-_- — _ r (TOTAIJ A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF NEW YORK. / / ��' - - - - _- J 's 1 I pl n * ROOF TRUSS DESIGNER TO ADJUST HEEL HEIGHTS o I �^' I � _ // /� // - - - - - A _ n n co OVERHANGS, AND ROOF PITCHES SO THAT FASCIAS AND I I ( I I '/////// // /// / -1 - -� - - - - - -L ¢ N N N ri is Ij U5E IN COMBINATION ONLY DETAIL OWN ON ELEVATIONS A II I I ( I / // // /j/ T -I o N N M M v; cq RIDGES ALIGN AS SH AND SECTIONS. � - - - - �) , +, WHEN STUDS AND�RAI=TEAS * TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT PL HT. U I I ( '///j/// //j j//j/ `� _ � _ J DO NOT ALIGN NOT TO SCALE B2 -4 WOOD MEMBERS CLAMPED IN RIGID FIXTURES DURING + 12" n I ' ASSEMBLY TO INSURE TIGHT FITTING JOINTS. HEEL 111 I L - A � IL _ _ _ J I I I I � %//j///� /j///%/� I I L 17 I �I 1 4� " * TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER HT. I - - - - - - - // / / // j/ �I 1 II'-ON PL HT III 1 I I) II 1 ( /j///j/ %//j// /. I II L II + 12° HEEL ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. 1 I , 1 , , , / /// /I ///////, I i co z �, THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND n I I No 'R" I I NO IInN /j///j�^ // ///// I II d I IL - J HT g z METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR ( I I `�I I I ////%// //////// 12 i °°I °° IF -1 I 66 z c a a TE BRACING III U 1 e" / //////� %///%// q T III a II z N SHALL ENSURE THAT ADEQUATE HAS BEEN 1 , , / , z z z o z z _ _ _ _ _ �,I I // ///,/1 /// // I II o 0 0 1= o o DESIGNED AND INSTALLED TO PREVENT ROTATION AND III �` 1 I -2 8 0H. // /y // // I 1 U5 U5 U5 a 6, co � f" 11 I f OHl I I I I s W s a PROVIDE LATERAL STABILITY IN ACCORDANCE WITH r 'r ' I g" /// /// //� cv I 1 � w _ w N SIDEWALL ABOVE ( ACCEPTED INDUSTRY PRACTICE SUCH AS THE SBCA I ,,. ( 12 12 OH. � 12 12 �!//// /// //� � v w BUILDING COMPONENT SAFETY INFORMATION (BCSI) GUIDE I l _ _ _ - - - j I rI� _ - 1 I I I / j/ / /// // Y I I I FF LL - ( I 12�X12 X12 LOWER ROOF — GOOD PRACTICE FOR HANDLING INSTALLING & I - - - - - - - - - - J s II I BRACING OF METAL PLATE CONNECTED WOOD TRUSSES.------------ 1 ► I I I / // X / // * PROVIDE APPROPRIATE CONNECTOR AT BEARING POINTS �C< 2 HR FIREWALL BELOW ROOF - OF ALL ROOF TRUSSES TO RESIST UPLIFT LOADS SHOWN b" ,) b'-II" I I 3'-S" I 5'-0" NOTE: INTER5EGTIN6 ROOFS I I ON TRUSS DRAWINGS. II No MRN /// /// r - �- _ _ _ _ _ 1 I WEAVE ROOF SHINGLES AT I I CARRY TO UNDERSIDE OF * TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, I I ( I /j///j1 ///j//� F_ -) INTERSECTION OVER ICE SHIELD I I I 1 H16HE5T ROOF 5HEATHIN6 - I I I I .� /// j//j j/ I o 'R" I L- DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY I , cv f cv /./ // / �/, Z MEMBRANE - GARRY MEMBRANE MIN. 24'I I I TMP' WITHOUT THE APPROVAL OF A REGISTERED DESIGN I I 1 1 � -� ' _L / „ / I W OUT IN ALL DIRECTIONS OF I I I I I N PROFESSIONAL. 1 I I - J - c_v- 24 HEEL HEIGHT — (II _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 12 _ I �� � // /// � I I III a � INTERSECTION I IL * THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS I / /j/ /�j// q I— I } I I l0'-0' I �1 I , , / / / // // / I I I z AND METHODS OF ERECTING THE TRUSSES. THE PL 1 �- I /j/ /j . ./j//- '�$ / I I q 10'-0" PL H" W Y ;Z I LLI� CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY I I L _ _ _ - _ _ _ _ _ _ - _ _ _ V / M I I w_ t HT. I I L _T / _ _ _ _ _ � I- - - - - - � III + 12 HEEL w w "I W< BRACING HAS BEEN DESIGNED AND INSTALLED FOR THE :: I I ROOF TRU55 / N --- ; W_I I + 12 I 1 ,�/ j/ 2'-0 - -1 I HT. 0 x a INSTILLATION OF THE TRUSSES. BIRDERS UNDER " I III v o ltl Q- I I HEEL 1 I I R /�/ 11-0 PL HT. OH. Z ROOF TRU55 HT. I 1 ( DORMER WALLS + 24" HEEL HT 4 o I 2'-0" 0 4 N ( I I I I I _ I OH. cn �n I I 10'-0" PL HT. 10'-0" PL HT. 2'-0M I I NOTE "R" w O e, I I I I N P HIP HIP RAFII I i I I ALIGN + 12" HEEL HT. + 12 HER HT. B OH. 1 1 12 I(I B 0 O I 51 CORNER TIE 5EE PLAT 2'-O" 12 12 1 FA5GIA5 B-5 I I q 1— B-5 ❑ 21-011 I OH. I I q� �q I I OH. ( I L - - - - - � I 1 51DEWALL ABOVE LOWER I. I 10'-0" PL HT. _=�- - -1 + 12" HEEL HT. ROOF I I I i 10'-0" PL HT. o Z m L _ _ J + 12 HEEL HT. _: w i L- - - - - - - - ==_ - - -I Z a I �2 HR SEPERATION (.0 0 o ai ........... ....... ................................... SEE DEHALL TAIL I/FUL W 2 w - 0 GS ERC UNIT 5 2 ¢� BERT UNIT 51 cti EXTERIOR WALL MODEL B- 1 (INKBER-LRY) MODEL B (JUNIPER) _' ` �ROOF WEAVE DETAIL 1 AREA OF ONE ROOF3C TOP PLATE HIP ❑ ?�,o BUILT OVER ANOTHER o i DETAIL B2 -4GONNEGTION 2 -4 � �ti _ NOT TO SCALE J NUMBER GUTTER5 LEADER5 INSTALL IGE AND NOTE R: 016023 ALL GUTTERS 8 LEADER5 SHALL BE BAKED WHITE ALUMINUM .032 NOTE 0: NOTE 5: PRE-ENGINEERED ROOF UNIT 51 UNIT 5 2 DUET CLUSTER w WATER SHIELD PER II ROOF PLAN = SHEET NUMBER MIN. GAUGE, GUTTERS SHALL BE 5" SEAMLESS, O.G. STYLE l^U ALL PRE-ENGINEERED OVERLAY PRE-ENGINEERED 5GI55OR TRU55E5 W/ 12 MIN. HEEL RELATED 4 REQUIRED AGGE550RIE5. LEADER5 SHALL BE MIN. MANUFACTURE'S ROOF TRU55E5 ® 24" O.G. ROOF TRU55E5 @ 24 O.G. HEI6HT5 (U.O.N.) @ 24 O.G. a MAINT5PEGIAIN IGATIONS TO DESIGNED BY TRU55 ENGINEER DESIGNED BY TRU55 1/4 =1 -0 (MODEL B) (MODEL B- 1 ) ROOF PLAN Z 2"x3", .027" GAUGE W/ GLIP5 8 ANGHOR5. GAULK 4 SEAL ALL MAINTAIN PRODUCT DESIGNED BY TRU55 ENGINEER JOINT5. PITGH GUTTER5 MIN. 1/8"/FT. PROVIDE P.V.G. REGEPTORS 0 S" ABOVE GRADE TO RECEIVE LEADER5 (GL05ED GAP DE516N). `RRANN ENGINEER w B2 � 4 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED OPTION#1 48" MIN R-v �� ®o U336 2020 NY5BG SECTION 106b-EXCEPTION 4: 48" MIN F- ^ ' �4 2 HOUR FIRE RATED RESISTANCE WALL ASSEMBLY MAY TERMINATE OPTION#2 5EGURE ROOF SHEATHING TO G-RUNNER TRACK Z W AT UNDERSIDE ROOF SHEATHING IF FIRE RETARDANT TREATED 2020 NYSBG SECTION SHEATHIN615 INSTALLED FOR A 015TANGE OF 4'-0'ON BOTH 510B 706.6-EXGEPTION 4: 2"C-RUNNER TRAGK2'-CAULK FOR w E WALL RATING - 2 ]HR. � SMOKE TIGHT JOINT OVER OPTION#I � � o OF 2 HOUR FIRE RATED RESISTANCE WALL ASSEMBLY 2 HOUR FIRE RATED RESISTANCE 8 FINISH RATING - 120 MIN. WALL A55EM13LY MAY TERMINATE AT METAL EDGE FLASHING STC RATING - 6I (SEE ITEM 7) 48 48 TTHE UWEP51DE OF ROOF NON-RATED OPTION#2 pQ •�•-� U SHEATHING PROVIDED THE ROOF I5 SECURE WALL 5HEATHIN6 TO V PROTECTED WITH 5/8"TYPE "X" C-RUNNER TRACK TYPICAL ROOFING Z ^^ `` 6YP"' BOARD DIRECTLY BENEATH ROOF TRU55 F- W �L.• o � � X X THE UNDERSIDE OF ROOF 5HEATHIN6 U 4--J ami ATTACHED TO THE 510B OF ROOF AND 15 SUPPORTED BY 2"LEDGERS RAKE BOARD-TYP 2 H STUD TRACK AN OPTION #2 FRAMING FOR A MINIMUM OF -- - - � N w z '- G U K FOR 5MOKE TI H TYPICAL SIDING --------- --- N•- e DISTANCE OF 4-0 ON BOTH SIDES -- T---- - T - +"' ", J I T OVER OF 2 HOUR FIRE RATED RESISTANCE Lx ,I L ZO N a 1;....a,.as ;,,,». .,...,..a.,....,...:,............,....�` .•......../:. ..,.....ti►,.aa.M._.......... �'t ... ........._.._......__.__.-__.. TUDS CONTINUED TO IDE ROOF 0 24"O.G. o � A Y ALLOW NO w m " .........- ----............. ' ' .. .». ,... .. ,._.,'=`,,,....,,a_.,_... WALL A55EMBL 121 VERTIGAALLLYIN6: (� - SHEATHING HORIZONTALLY _....... wu„_- _�- OF OPENINGS IN ROOF WITHIN 4-0 OF 2 = � �'- CO --i -- ,•_____ ._ HOUR FIRE RATED RESISTANCE WALL ❑ ASSEMBLY EACH SIDE.MINIMUM OPTION#I i 1 AI SPACE EA. 510 2x4 LEDGERS W/ m CLASS B ROOF SHINGLE TO BE Ur OPT. (TYP) 1 ( . ..; � INSTALLED OPTION#2 z 2X2 X2 LONG 2 CL 063 U56 ALUMINUM cr' iy >P t„- •'.� ' . ,, INSTALL 'TREATED PLYWOOD 5HT6 BREAKAWAY CLIPS i......._...»,,. AfR 1` '; p FOR MIN 48 OUT,IF LOWER ROOF 15 6� �• 'h•-''• GYP. BD. OR MINERAL i S ' WOOL FIRE BLOGKI LE55 THAN 30 BELOW HIGHER ROOF SECURE ROOF TYPICAL ROOFING SHEATHING TO CONFIGURATION A '� 1/2" (R-13) f5ATT4. ASW CLIPS OR ZW, USS - _--�- - 063 U56 ALUMINUM 1:T31 rs�l'IFC;r E�29 AREA 4f'. t ,� 'iC� �', . ... ( }t-{�: 3. ' ALUM ANGLE CLIPS x�-------- �x x�----------- BREAKAWAY CLIPS p -- .•..___,� .��...._-__ _ .........._._.......__._,._.._.._..�r I AIR SPACE `, _ "' SD�REWED BACK TO BACK I"AIR 51'AGE , Is AIR SPACE (2)PIECES 6.P.T K I FIREGUARD I"- ' TYPE 'X"5HAFTLINER TER PROOF 1/2"GYP.BD CD f• `� - DOUBLE H-STUD TRACK 5GREWED = Hai » „„-------------3. .. ` �. _ _._w. ww_.' i-.. .:.. ._. BACK TO BACK FILL I CAVITY AT FLOORS AND ; - N •• • CEILING W/GYP.BOARD OR MINERAL BOARDS W/FI FINISH ON BOTH 1- .. .«�'~rw . _.._..._........... _ _..---..... . f +_,. . ._........ r .t t WOOL FIRE BLOCKING SIDES AND EDGES I AIR SPACE _ M.. ........._..,......»......». ,. ...... ...... _.._. ..�. :�e......_. A" - = 2" H-5TUO TRACK ILL O _... ____»•. _ .-.r ,......... (2) PIECES G.P. TOUGHROGK I Ln •.. FIREGUARD TYPE "X" SHAFTLINER, F- ti WATER PROOF BOARDS W/ 2x4 P.T. 51 LL PLATE Z Tm FIBERGLASS FINISH ON BOTH SIDES (M _ . k .. _ .:�...___..�.... � _... , ; y.... »....,.7:�x....::..........."l AND EDGES FIRST FLOOR ❑ ._._..... k*t AIR wiPAf."a< 3/4" T>EG 056 5UBFLOOR-GLUED OPTION#1 [ �••' :, «� �' 56REVED - RUN � RIM J015T PER FLR J015T MANUF. 2020 NY5BG SECTION lObb-EXCEPTION 4: CONTINUOUS BETH ! - = ' '' 2 HOUR FIRE RATED RESISTANCE WALL ASSEMBLY MAY a... :t JOISTS PER PLAN FILL I"CAVITY AT FLOORS AND GEILIN6 W/ ROOF TRU55 CONFIGURATION B PLATE5 AT EXTERIOR Y ' ;',; GYP.BOARD OR MINERAL WOOL FIRE TERMINATE AT UNDERSIDE ROOF 5HEATHIN6 IF FIRE RETARDANT ~i WALL ' <�' (2) 2x4 P.T.SILL PLATE BLOCKING .Ob3 U56 ALUMINUM TREATED SHEATHING 15 INSTALLED FOR A DISTANCE OF 4'-0'ON 1:111%110.5 fl RE R ,}�_S TF1=F � 1r `x, ;U* BREAKAWAY CLIPS BOTH SIDES OF 2 HOUR FIRE RATED RESISTANCE WALL ASSEMBLY " 3, (R-13)CLOSED GELL SPRAY FOAM INSUL " " " ^ :#.4 3f�# :"^ ANCHOR BOLTS (14 LONG + H OPTION#2 U �, 4 ALONG INSIDE FADE OF FND.WALLS-FULL HT `r °' ` „ 3" HOOK,8" MIN EMBEDMENT) OR 2020 NYSBG SECTION lObb-EXCEPTION 4: A� £!E?r°ti:E; ... I .+.,, . r'4 Si�r16C ,,,,,,,.........� }....,.� rr..,.... __. 19(Ci :�Fr'�{.T - ' 9f OR DRAPED BLANKET INSULATION :w„ a. ADHESIVE ANCHORS wr 3"x3"XT4° 2 HR FIRE RESISTANCE 2 HOUR FIRE RESISTANCE LY A TERMINATE `fl RATED ST GE WALL ASSEMBLY MAY AT r /� r j` ----- WASHER PL® 24 O/G. E OF ROOF NON-RATED PROVIDED THE ROOF Co v J v }rS ''`k '%j `t r !; s`: < : " THE UNDERBID SHEATHING PR I tj'r,1r1 1 ,..., ,.,, i ; ,; I (U 4 HORIZ.REBAR _ ., ti F'� i, 'I ' RATED WALL ASSEMBLY DETAIL 15 PROTECTED KITH 5/S TYPE X 6YP5uM BOARD DIRECTLY BENEATH ❑ (U#4 HORIZ.REBAR® MID THE UNDERSIDE OF ROOF SHEATHING AND 15 SUPPORTED BY 2" O - ' tr -: :s ROOF FRAMING FOR A MINIMUM a i t {:y f�: \ ['4, } r i 1: i`� �t f%' rr i BASEMENT _ t k---••., fr//j, i * ! X•-- HEIGHT OF WALL STORY t} LEDGERS ATTACHED TO THE SIDES OF \,♦1 ' .•`"•'. + •,•„!_• /l ' l` !/ { 4'.�5ti 1\�,•`y� '•i--^:.••-~ ° -0 ON BOTH SIDES OF 1 OF DISTANCE OF 4' ' 2 HOUR FIRE RATED ° N.T.S. SEE GLU5TER FOUNDATION PLANS FOR LOCATIONS Fl^I2 RESISTANCE WALL ASSEMBLY.ALLOW NO OPENIN66 IN ROOF WITHIN Y 4 12 FOUNDATION WALL ON 24 xl2 61, 4-0 OF 2 HOUR FIRE RATED RESISTANCE WALL A55EMBLY EACH ( ) v TYPICAL BASEMENT 5LA5 SIDE.MINIMUM GLASS B ROOF SHINGLE TO BE INSTALLED. �•/ P.G. FOOTING • �?�,._ }. }�, ,,,tet •,.. � i `` .,,,. 4'FL.SLAB(MIN.2500 PSI .i f..,l..: ,y,. + ♦ +,,�ntM1 :.;•; ° ° r GONG 4•• , t .,• �, { aC.r,.{.� ;i•;` 'q-�:. ..,_ _ a oob MIL POLYETHELENE 5TG R/�TINC d VAPOR BA�'ER OPTION#I Q U56 BROCHURE 5A100 (FIRE RE51STANT U) r" TAMP t FILL TO g5SK DENSITY 2020 NY5BG SECTION 106b-EXCEPTION 4: ~ ° ° 2 HOUR FIRE RATED RESISTANCE WALL ASSEMBLY MAY TERMINATE AT �. e ° A55EMBLIE5) OPTION#2 U ° UNDERSIDE ROOF SHEATHING IF FIRE RETARDANT TREATED SHEATHING 2020 NY5BG SECTION Lobb-EXGEPTION 4: Z , �,•{ , l;)rJ , • .., ,t ;�, ��,�y a a a PAGE 22 (AREA SEPARATION WALL 15 INSTALLED FOR A DISTANCE OF 4'-0"ON BOTH SIDES OF 2 HOUR w �ti +� �, _•ti r s 2 HOUR FIRE RATED RESISTANCE WALL u. .• `�_ _ _; �.' 1, ..�4,i,.#.,_,> \: ,.. ° a . . a 5Y5TEM5) FIRE RATED RESISTANCE WALL A55EMBLY r a a °: 4 TEST#UL OE5 U341 A55EMBLY MAY TERMINATE AT THE Z) lS3'x.€& ,i UNDERSIDE OF ROOF NON-RATED U HORIZONTAL #4 ACOUSTIGAL PERFORMANCE = 5TG 60 48 48" SHEATHING PROVIDED THE ROOF 15 0 a PROTECTED WITH 5/8 TYPE X GYPSUM 4 ° TEST#RAL-TL-65-350 BOARD DIRECTLY BENEATH THE BASED ON 2x4 FRAME WITH MIN. 3" UNDERSIDE OF ROOF SHEATHING AND IS SEPARATION WALL (Max Height - 66 ft) MINERAL Wool BATT AT EACH 510EXA SUPPORTED BY 2'LEDGERS ATTACHED TO THE SIDES OF ROOF FRAMING FOR A g 2 HR FIRE RESISTANCE SECTION NS A OF OOR/ NY5BG-WALLS, MINIMUM OF DISTANCE OF 4'-0"ON BOTH I. Floor, Intermediate or To Wall -- 2 in. wide channel Shaped with I in. Ion le 5 formed from No. 25 M56 alv Steel, secured with Suitable PARTITIONS AND FRATIN GDWEL 2' H STUD TRACK AN 51DE5 OF 2 HOUR FIRE:RATED RESISTANCE P P g g gASSEMBLIES SEPARATING DWELLING CAULK FOR SMOKE TI H OPTION #2 WALL A,55EMBLY.ALLOW NO OPENINGS IN fasteners spaced 24 in. OG. „ „ RATED WALL ASSEMBLY DETAILrj--� UNITS FROM EACH OTHER OR FROM _101W OVER ROOF WITHIN 4'-0"OF 2 HOUR FIRE RATED 2. Metal 5tud5 -- 5teel members formed from No. 25 M56 gaiv Steel having H -Shaped flanged Spaced 24 in. OG; overall depth 2 in. and PUBLIG OR SERVICE AREAS SHALL HAVE 2 TUDS CONTINUED TO IDE ROOF 5® 24 O.G. RESISTANCE WALL ASSEMBLY EACH SIDE. N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOCATIONS Ft"� A 5TG OF 50 OR MORE. SHEATHING MINIMUM CLA55 B ROOF SHINGLE TO BE r` flange width I-3/8 in. INSTALLED. M 6 7 7 6 r - - ti t- 3. 6yp5um Board* -- Two layers of I in. thick gypsum board liner panels, supplied in nom 24 in. widths. Vertical edges of panels friction fitted USG AREA SEPARATION WALL SYSTEM UL# U336; PROVIDED 5TG=60 1" AI SPACE EA. 51D o N N M M01-1-1 into "H" -shaped studs. TEST #RAL-TL-88-350; STC = 60 V Jt X\ X G6G INC, -- Type 5LX. TYPIGAL FRAME: WALLS K Ill UNITED 5TATE5 6YP5UM GO -- Type 5LX � ,ap G 'X� GI �, GYP. BD. OR MINERAL U56 MEXICO 5 A DE G V -- 'Type 5LX. UNRATED WATER PROOF BOARDS H/ WOOL FIRE BLOGKI in WINDOW FIBERGLA55 FIN15H ON BOTH 51DE5 g z AND EDGES ASW CLIPS OR OG3 USCF 6 z z o z z Z N a- PROTECTED WALL: (Bearing or Nonbearing Wall) ALUM ANGLE CLIPS o 0 o 0 CO o o � - --- 2 HOUR FIRE RATED RESISTANCE I" AIR SPADE 0 2 in ¢ 2 � g Q W =24. Wood Studs -- Nom 2 by 4 in. max Spacing 24 in. OG. 5tud5 cross braced at mid-height where necessary for clip attachment. Min 3/4 in. ___ _____ HALL A55EMBLY SHOWN HATCHED DOUBLE H-STUD TRACK E W E E a N separation between wood framing and fire Separation wall. SGREWED BACK TO BACK W � W W � R 0 4A. 5teel Studs -- (As an alternate to Item 4, not shown) -- For Bearing Wall Rating - Corrosion protected steel Studs, min No. 20 M56 2020 NYSE,106.5HMZOWALo m►uliY: DOUBLE H-5TUO TRAGK SCREWED FILL I" CAVITY AT FLOORS AND o FARE wALLS 5�BE CANTINJiA15 FROM (0.0321 in., min bare metal thickness) Steel or min 3- 1/2 in. wide, min No. 20 656 (0.036 in. thick) gaiv steel or No. 20 M56 (0.033 in. thick) EXiIERIORMLTOEXTER,ORWAU BACK To B GEILING W/GYP.BOARD OR MINERAL primed Steel, cold formed, shall be designed in accordance with the current edition of the Specification for the Design of Gold-f=ormed Steel w Is AIR SPACEUNIRWOOL FIRE BLOCKING N Structural Members by the Arnerican Iron and Steel Institute. All design details enhancing the Structural integrity of the wall assembly, including `�D 2" H-STUD TRACK 5TG RA�TINC the axial design load of the Studs, shall be as Specified by the Steel Stud designer and/or producer, and shall meet the requirements of all 2020 NY5BG SECTION 1065 W1ND0W (2) PIECES G.P.TouGHROCK I° USG BROCHURE 5AI00(FIRE RESISTANT I� applicable. local code a encfe5. The max stud spacing of wall assemblies Shall not exceed 24 in. OG. 5tudS attached to floor and ceilin EXCEPTION #24L FIREGUARD TYPE X SHAFTLINER, 2x4 P.T. SILL PLATE �-- pp g p g g UN5PRINKLERED BUILOING5: - - WATER PROOF BOARDS W/ ASSEMBLIES) Z tracks with I/2 in. long Type �i-12 steel Screws on both sides of studs or by welded or bolted connections designed in accordance with the FIRE RETARDANT TREATED _ __ _ FIBERGLA55 FIN15H ON BOTH SIDES GARAGE PAGE 22 (AREA SEPARATION WAIL w 2020 NYSBG SECTION 106.5 AND EDGES SYSTEMS) AI51 Specifications. Top and bottom tracks shall consist of Steel members, min No. 20 M56 (0.0321 in., min bare metal thickness) Steel or min SHEATHING TO EXTEND 4'-0" oN UNEXCAVATED TYPICAL EXCEPTION #3 TEST#UL DES U341 0 m No. 20 656 (0.036 in. thick) gaiv steel or No. 20 M56 (0.033 in. thick) primed steel, that provide a sound Structural connection between BOTH SIDES OF 2 HOUR FIRE GARAGE SLAB w RATED RESISTANCE WALL BUILDINGS EQUIPPED W/NEPA 13 OR *4'P.G.SLAB(MIN.3500 PSI GONG) W w steel studs, and to adjacent a55emblle5 Such as a floor, ceiling, and/or other walls. Attached to floor and ceiling 055emblies with steel NEPA 13R SPRINKLER: a REIt�oRGE2 WI1N bxb,sono WWM. AGOU5TICAL PERFORMANCE = 5TG 60 Q Y ASSEMBLY AND OFFSET WALL I v ui fasteners Spaced not greater than 24 in. O.G. 5tud5 cro55-braced with Stud framing at midhei ht where necessary for clip attachment. Min FAZE RETARDANT TREATED SHEATHING 411 '. •TAMP E FILL TO95%DENSITY TEST#RAL-TL-&5-35o w w F p 9 9 9 y P 4-0MIN. 4'-0" MIN. (U#4 HORIZ.REBAR " = Q a SLOPE GAR a 5LAB Dant 2 BASED ON 2x4 FRAME WITH MIN.3 o 3/4 in. separation between Steel framing and area separation wall. Finish rating has not been evaluated for Steel Studs. AT 2 HOUR FIRE RATED RESISTANCE TOWARDS 6ARA6E DOOR MINERAL WOOL BATT AT EACH 51DE Z 45 5teel 5tud5 -- AS an alternate to Items 4 and 4A, for use in Configuration B only, not shown) -- For Nonbearing Wall Rating - Channel 2 HR FIRE RESISTANCE WALL ASSEMBLY END 8" WIDE x FULL C7 4 HEIGHT OF 2 HOUR FIRE RATED I I � ° SECTION 1206.3 OF 2020 NY58G- WALLS, to Shaped, fabricated from min .25 M56 corrosion-protected steel, min 3-1/2 in. wide, min 1-1/4 in. flanges and 1/4 in. return, spaced a max of 24 RESISTANCE WALL ASSEMBLY d l� . �. PARTITIONS AND FLOOR/GEILING w 7. 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 RATED WALL ASSEMBLY DETAIL ASSEMBLIES SEPARATING DWELLING UNIT5 corrosion-protected Steel, min width to accommodate Stud Size, with min I in. long legs, attached to floor and ceiling with fasteners 24 in. Or, 2 FROM EACH OTHER OR FROM PUBLIC OR ❑ max. 5tud5 cross-braced with Stud framin at midhei ht where necessary for cli attachment. Min 3/4 in. 5e aration between Steel framing and N.T.S. OFF-SET EXTERIOR WALLS FH2 a ° SERVICE AREAS SHALL HAVE A 5TG OF 50 9 9 y P p g OR MORE. _ area separation wall. Finish rating has not been evaluated for Steel 5tud5. (I)#4 HORIZ.REBAR® MID d a F H 5. Gypsum Board -- GIa5sifled or Unclassified -- Min 1/2 in. thick, 4 ft wide, applied either horizontally or vertically. 6yp5um board attached to 2 HOUR FIRE RATED HEIGHT OF WALL STORY ° : a ' PROVIDED 5TG=60 F � ; TYP I GAL FRAME WALL a ANCHOR BOLTS(14 m RESISTANCE WALL A55EMBLY studs with 1-I/4 in. long steel drywall nails Spaced S in. OG. Vertical Joints located over studs. (Optional) Joints covered with paper tape and SHOWN HATCHED LONG+ 3" HOOK,V MIN Joint compound. Nail heads covered with Joint compound. a EMBEDMENT)OR ADHESIVE Z 6. Attachment Clips -- Aluminum an le, 0.063 in. thick, 2 in. wide with 2 in. and 2-1/4 in. les Gli s secured with Type, 5 screws 3/5 in. Ion to " ° ANCHORS W/3"X3'X4' NOTE` UL #336 EXCEEDS CURRENT FIRE GORE 0 o o P 9 g p yP g UNIT UNIT 12 FOUNDATION WALL ON 24'A2" :: STANDARDS AND REDUCES SOUND TRANSFER v) . "H" studs and with Type, W Screws I-I/4 in. Ion to wood framing through holes provided in clip. UNRATED WINDOWS WASHER PL ® 24 O/G. TE E yP g g g P P P.G. FOOTING BETWEEN UNITS w C->\ ,q 6A. Clip placement (Item 6) for Separation wa11I5 up to 23 ft high. Space clips a max of 10 ft OG vertically between wood framing and "H" AND DOORS °a U studs. H G 66. Clip placement (Item 6) for Separation walls up to 44 ft high. Space clips a5 described in Item 6A for upper 24 ft. Remaining wall area below requires clips Spaced a max 5 ft OG vertically between wood framing and "H" Studs. _ = a w t, f 6G. GIip placement (Item 6) for separation walls up t0 66 ft high: Space clips a5 described in Item 6A for upper 24 ft. 5pace clips a5 HORIZONTAL #4 0 described in item 6B for next 20 ft. below the upper 24 ft. Remaining wall area below requires clips spaced a max of 40 in. OG vertically " » a . a 4 O 3 10 0�i! between wood framing and FF studs. 41 8 UNRATED SIDING (TVP) ❑ �FI/�/�! 1. Non-Bearin Wall Partition Intersection -- (Optional) Two nominal 2 4 in. Stud or nominal 2 6 in. Stud nailed together with two Sin, Ion J 9 p � � 9 9 4-0 MIN. 4-0 Mill. ° � .. a UNITS 51 ......... .........................................: IOd nails Spaced a max. I6 in. OG. vertically and fastened to one Side of the minimum 2 by 4 in. Stud with 3 in. long IOd nails Spaced a max 16 2020 NY5B6 SECTION 106.5 EXCEPTION #3 JOB MBER in. OG. vertically. Intersection between partition wood 5tud5 to be flush with the 2 4 in. 5tud5. The wall partition wood Studs are to be BUILDINGS EQUIPPED W/NFPA 13 OR NFPA 13 SPRINKLER: 2020 Nr-93G 5EGTION 1065 EXCEPTION #2 2 HR FIRE RESISTANCE y p p FIRE RETARDANT TREATED SHEATHING AT 2 HOUR FIRE RATED UNSPRINKLERED BUILDIN65: : QQ 2016023 framed with a second 2 by 4 in. wood stud fastened with 3 in. long IOd nails spaced a max. 16 in. OG. vertically. Maximum one non-bearing wall RESISTANCE WALL A55EMBLY END V WIDE x FULL HEIGHT OF FIREWALL FIRE RETARDANT TREATED SHEATHING TO EXTEND 41-o" (MODEL B) & 5 2 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 Q 2 HR FIRE RESISTANCE WALL A5�MBLY SHEET NUMBER Bearing the, UL GIa55ificatiorlMark N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOCATI (MODEL B- 1 ) a _i RATED WALL ASSEMBLY DETAIL 3 USG AREA SEPARATION WALL SYSTEM UL# U336` ONS Fw2 'FW� 2 Last Updated on 2010-10-2 N.T.S. AT FLUSH CONDITION TEST #RAL-TL-88-350; STC = 60 o COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED