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HomeMy WebLinkAbout46071-Z 'QS�FfUI Town of Southold o2/18/2022 t, P.O.Box 1179 o _ r 53095 Main Rd y�or �aoil A Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42804 Date: 2/18/2022 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 78 Millstone Ln Unit 39, Cutchogue SCTM#: 473889 Sec/Block/Lot: 102.1-2-13 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/19/2020 pursuant to which Building Permit No. 46071 dated 4/13/2021 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single family dwelling with unfinished basement covered porch screened porch and attached two car gara-e as applied for.. (Unit#39) The certificate is issued to Rimor Development LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0093 11/24/2021 ELECTRICAL CERTIFICATE NO. 46071 2/10/2022 PLUMBERS CERTIFICATION DATED 1/28/2022 Al of olk P robing Co ractors Inc Ari 0ed ignature o�SUFfet,��o TOWN OF SOUTHOLD BUILDING DEPARTMENT C* z TOWN CLERK'S OFFICE o • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 46071 Date: 4/13/2021 Permission is hereby granted to: Rimor Development LLC 1721-D North Ocean Ave Medford, NY 11763 To: construct dwelling unit as applied for per SCHD & Planning approvals. (Unit#39, C model) At premises located at: 78 Millstone Ln Unit 39, Cutchogue SCTM #473889 Sec/Block/Lot# 102.1-2-13 Pursuant to application dated 10/19/2020 and approved by the Building Inspector. To expire on 10/13/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,868.80 CO-NEW DWELLING $50.00 Total: $1,918.80 Buildi g Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN MALL 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 puilding 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 Fare 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: 1. 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. to f CJ Zl� New Construction: Old or Pre-existing Building: (check one) r— Location ofProperty:U9 WLalc� 61c"' d AZI House No. Street Hamlet Owner or Owners of Property: �1.(YYl O ✓ .EP✓✓.�,QD LC�. Suffolk County Tax Map No 1000, Section �� . It _Block 0 �Lot l 3 obdivisio artW >�2��t e ° o"� _Filed Map. 7 Lot: 01LfI Permit No (OID 1 Date of Permit. Applicant: I `h0 Health Dept. Approval: Underwriters Approval: Planning Board Approval: •` /? Request for: TemporaarrjyJ�Certifi ate Find Certificate:Applica Fee Submitted:S W e SOUryol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.deviin(&-town.southold.ny.us Southold,NY 11971-0959 Q�yCOUn�w\ BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Rimor Development LLC Address: 78 Millstone Ln Unit 39 city:Cutchogue st: NY zip: 11935 Building Permit#: 46071 Section: 102.1 Block: 2 Lot: 13 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: MTM Electric License No: 3700ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1 st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 69 Ceiling Fixtures . 23 Bath Exhaust Fan 3 Service 3 ph Hot Water Gas GFCI Recpt 7 Wall Fixtures 5 Smoke Detectors 3 Main Panel 150A A/C Condenser 1 Single Recpt Recessed Fixtures 42 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Ceiling Fan Combo Smoke/CO 4 Transformer UC Lights 16' Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect 1 Switches 50 4'LED Exit Fixtures 11 Pump Other Equipment: Fridge, Gas Oven and Electric, Mini Fridge, DW, Micro, W/D, Gas FP, 150A Panel 30 Circuit/ 30 Used, 30A Heater Back Porch Notes: New Two Story Unfinished Basement Inspector Signature: Date: February 10, 2022 S.Devlin-Cert Electrical Compliance Form Toiv i Hall Annex Telephone(631)765-1802, 54375\fain Road Fax{631)765-9502 P.O.Bo„1179 ? 1 f ; Southold,N1, 11971-0959 �,.�0�, l' BUILDING DI;F.^_RT-1\/fE-N T Td Eq OF S GUI TZ`1.GL D Daze: -- .. -�7 �O bbl(._ .i v��L� (Please p1_i-i) in.sue: -� �� �� (moi< t,1 ,y� d ' fin. C ► ` Jhoa'Clic SO'_C! i'used :n the wate- SLl-PPl3� SYsteii1 c0ii'•_%li?5 f�SS ifiail ��'_�) 0- !% Sworn to 17010ic me this C J-1 day o- (�c/� 20 C/ ANNA Fl0RITA Notary Public,State of New York Reg.leo.01F!63836', � Qualified in$�.s'`folk County 1 S."A�xCommission Expires1� _//_ �1 pNfota! ublC"Duni~ 100qf SOUIy * TOWN OF SOUTHOL16 BUILDING: DEPT. 765-1802 INSPECTION. LTJ 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 / REMARKS. DATE INSPECTOR V o�aOE SOUTyo * # TOWN• OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] OU PLBG. [ OUNDATION 2ND [ AULKING ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: +vvcA, V y DATE INSPECTOR OF SO//Ty�6 L, �" LL,,r l � A L `- # TO NOF SOUTHOLD" BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ]. FOUNDATION 2ND [- ] INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION { ]- FIRE RESISTANT PENETFUATrON [; ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) - [ ] CODE VIOLATION ] PRE C/O REMARKS: DATE C INSPECTOR a °F SUl/Tyo! o # # TOWN OF SOUTHOLD BUILDING, DEPT. `ycourm� 765-1802 INSPECTION [ ] 'FOUNDATION 1ST [ OUGH PLBG. [ ] FOUNDATION.2ND = [/11 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 REMARK L71�6V)l MglelOtA DATE Iz✓ yOYI INSPECTOR OF SOUTyo �..� � l 1r e � 00 rr� � Mi � � # #. THOLD TOWN OF SOU BUILDING DEPT. Comm 76''5-1802 { INSPECTION [ ].%FOUNDATION 1ST [ ] -'ROUGH PLBG. [ ] FOUNDATION-2ND_. [ ] lNSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL ] FIREPLACE &-CHIMNEY [ ` ],--,FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) . ELECTRICAL (FINAL) [ ] CODE VIOLATION rl PRE C/O REMARKS: & ? Ql DATE INSPECTOR o - - pE SOpIyO� # TOWN OF SOUTHOLD BUILDING DEPT. °`��ou►m 765-1802 INSPECTION ' . [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [' ] FOUNDATION 2ND= [ ] SULATION/CAULKING [ ] FRAMING/STRAPPING [ � FINAL `[ ] :FIREPLACE &-CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION j ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL-(ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: (&fi4 Aov- 31204 ul DAVE �' l � '�' INSPECTOR k I GRCH ARCHITECTURE TQC 37-50 EXPREss DRIVE SOUTH J J SUITE 202 -�3 IS AND1A, NY 11749 W W W.QRCHARGH(TEGTURE.COM November 14, 2018 Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold NY 11971 Attn. Ms.Amanda Nunemaker Plans Examiner Re: Harvest Pointe at Cutchogue Dear Ms. Nunemaker, The following two insulation products noted below have been selected for their flame/smoke spread properties to meet the requirements of the New York State Residential Code for both spray foam and draped blanket insulation exposed in basement condition. Spray Foam Insulation at Rim Joist: Sill Plates Headers and Rim Joist (Residential Code Section R316.5.11 Maximurn thickness 3 %" (provided ±3") Flame spread index 25 or less and smoke-development index of 450 or less is provided: Provided/Installed Bayseal Closed Cell Spray Foam Insulation report less than 4" (see products sheet) provides flame spread index of 25 or less and smoke-development index less than 450 in accordance with ASTME84. Draped Foundation Wall Insulation Blanket (Residential Code Section R302.10.1 Insulation materials, including facings shall have a flame spread index not to exceed 25 with an accompanying stnol<e. Development index not to exceed 450, Provided/ Installed: "Ecotouch Flame Spread 25 Fiberglass Insulation: (see product cut sheet) Provides a flame spread Index of less than 25 and smoke-development Index less than 50 in accordance with ASTM 8 . espectfu�ly submi ed, ,��FtED ARC ti ��5 �0asRT c/./ y/J� Glen Cherve y i IA, LEED AP Principal A� O238A3 �0 OF NES MECHANICAL CORPORAYIOq 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 20 Feldland Street, Bohemia, NY 11716 a (631) 563-1298 o Fax: (631) 563-2954 GRCH ARCHITECTURE PC 8750 EXPRESS DRIVE SOUTH SUITE 202 Is1.a,Now, NY 11749 W W W.GRCHARCHITECTURE.COM (631)864-3395 April 23, 2021 Town of Southold Building Department 53095 Main Rd P.O. Box 1179 Southold, NY 11971 Attn. Michael Verity Chief Building Inspector Re: Harvest Pointe at Cutchogue Cutchogue, New York Unit No. 39/ Permit No. 46071 Dear Inspector Verity: Please be advised that "the basements of the above referenced units constructed on site meet the requirements for conditioned space as defined in the 2015 IRC and Energy Code as well as the 2017 Code SuppI ent. espec ully submitted, D ARC 0 0gERT Cyd y�j� C1\ C� 2� Cherveny, AIA, LEED AP ` rincipaI U l '9�• 023810. FOF NE�y GRCH ARCHITECTURE PC 3750 EXPRESS ERNE SOUTH SUITE 202 ISLANWA, NY 11749 W W W.GRCHARCHITECTURE.COM (631)864-3395 April 26, 2021 Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold, NY 11971 Att: Mr. Michael Verity Chief Building Inspector Re: Harvest Pointe at Cutchogue Screened in Rear Covered Porch Unit#39— Permit#46071 Dear Mr. Verity, The rear covered porch as depicted,on the submitted architectural plans will be "screened in" as per the Planning Board's approval dated January 18, 2019. spect Ily submitted, FtED ARC' \5 �096RT Cyd y�j� R A Glen C eny,AIA, LEED AP Prin � al 9T�OF NE�yO MICHAEL M. COLLINS, P.E. SCOTT A. RUSSELL SUPERVISOR TOWN ENGINEER TOWN HALL - 53095 MAIN ROAD 1 's TOWN OF SOUTHOLD,NEW YORK 11971 Tel. (631)-765-1560 �. ,�` Fax. (631)-765—9015 .�',��� '��d@ '- R••tICIi;�CL�'Otl_lhlSnT01�'N.SfT1lTlii)LIl.1VY_l15 OFFICE OF THE ENGINEER TOWN OF SOUTHOLD Brian Cummings September 22, 2021 Planner Southold Town Planning Department 54375 Main Road Southold, New York 11971 Re: Harvest Pointe— Units 27-30, 39-40, 43-46 & 111-114 Chapter 236 Inspection Dear Mr. Cummings: I have inspected Harvest Pointe and determined that the developer has achieved final stabilization for the front and side lawn areas of units 27-30, 40, 43-46 & 111-114. The rear areas have not achieved final stabilization but have been seeded and should be fully stabilized within two weeks. I also inspected unit 39 and determined that the developer has not achieved final stabilization of the lawn,areas but these have been graded and should be fully-stabilized within two weeks. Additionally, the driveways of units 27-30, 39-40 &43-46 have not yet been paved but the base material has been placed and thoroughly compacted. Due to the location of the units, any stormwater runoff from areas that have not yet achieved final stabilization will not migrate off site. Therefore, the Engineering Department has no objection to Certificates of Occupancy being issued for these fourteen (14) units at this time. If you have any questions concerning this review please do not hesitate to contact my office at (631) 765-1560. Sincerely, - '14i, Michael M. Collins, P.E. Town Engineer cc: Michael Verity, Chief Building Inspector OFFICE LOCATION: AIAMING ADDRESS: Town Hall Annex �-30 j P.O.Box 1179 54375 State Route 25 �, Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Southold,NY Telephone:631765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD September 30, 2021 Mr. Henry Alia Rimor Development LLC P.O. Box 908 Cutchogue, NY 11935 Re: Site Plan Inspection, Certificates of Occupancy Units 27-30, 39, 40, 43-46, 111-114 The Heritage @ Cutchogue aka Harvest Pointe 75 Schoolhouse Rd., corner of Schoolhouse Rd. & Griffing St., Cutchogue Dear Mr. Alia: The Planning Board has found that the requirements for Units# 27-30, 39, 40, 43-46, and 111-114 of the above-referenced Residential Site Plan, with exception of supplemental evergreen plantings required behind units 45 and 46, have been completed based on the site inspection made on September 21, 2021. These units and the supporting infrastructure on site are now in general conformance with the approved site plan dated September 26, 2017 and the Planning Board supports the issuance of a Certificate of Occupancy for these fourteen (14) units. Please note that there are many ongoing conditions of the site plan approval, with the most relevant to the occupancy of the residential units being no parking of vehicles, equipment, or dumpsters and no staging of materials on the internal streets being used by residents. These conditions will continue to be enforced. This letter does not condone any changes from the approved site plan and approvals from other agencies. Please call the Planning Department with any questions. Respectfully, Donald J. Wilcenski Chairman cc: Michael Verity, Chief Building Inspector Michael Collins, Town Engineer r !r F $d 6T Fill I pr,- � "� �• x 4.urts.F,tel `�5� ...... ' �A � `� ' l F 1 _ P� , �--� r Q 4 Yc14 �y lj y , Qom. S x � aIto �1�1 I lo- L40q i i` tk a y - P y 2 v w,�.,,� r ,N "rao3'�' f'� f� �t;<x.S.."'�,' _ „r i;-. -r...• . . tat>.xr?.;d:.; nom _ L � 4 4� C i y `� I Home Energy Rating certificate Property HERS C Model Fescue - Unit 39 Rating Type: Confirmed Certified Energy Rater: Michael Caruso Harvest Pointe Rating Date: 2022-02-10 Rating Number: MC123 78 Millstone Ln Registry ID: 066671227 Cutchogue , NY 11935 Estimated Annual Energy Cost Percent HERS Index: 49 Efficient Home Comparison: 51% Better Use MMBtu Heating 68.3 $Cost Cost 72% General information Cooling 0.6 $8 0% Conditioned Area 3692 sq. ft. House Type Townhouse, end unit Hot Water 10.6 $196 10% Conditioned Volume 39534 cubic ft. Foundation Conditioned basement Lights/Appliances 23.3 $308 16% Bedrooms 2 Photovoltaics -0.0 $-0 -0% Service Charges $16 1%_ Mechanical Systems Features Total 102.8 $1900 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 83.00 CFM25 2009 International Energy Conservation Code Ventilation System Exhaust Only: 148 cfm, 23.2 watts. 2015 IECC UA Compliance Programmable Thermostat Heat=Yes; Cool=Yes 2015 IECC HERS ERI 2015 IECC ERI Building Shell Features 2018 IECC UA Compliance Ceiling Flat R-37.7 Slab R-0.0 Edge, R-0.0 Under ECCC New York State 2020 Sealed Attic NA Exposed loor R-30.0 Vaulted Ceiling NA Window pe U-Value: 0.320, SHGC: 0.300 Above Grade Walls R-21.0 Infiltration ate 1751 CFM50 (2.66 ACH50) Foundation Walls R-13.0 M thod Blower door 1751 CFM X 60 Min/Hr/39534 t^3 2.66 AC @ 50 Pa Energy Testing Services, LLC. Lights and Appliance Features 1648 Locust Ave Unit E Interior Fluor Lighting (%) 0.0a/Oven Fuel Natural gas Bohemia, NY 11716 Interior LED Lighting (%) 100.0 Clothes Dryer Fuel Natural gas 631-244-9333 Refrigerator(kWh/yr) 568 Clothes Dryer CEF 3.93 Dishwasher(kWh/yr) 269 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REM/Rate-Residential Energy Analysis and Rating Software v16.0.6 This information does not constitute any warranty of energy costs or savings. 0 1985-2021 NORESCO, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. Energy Testing Services 2022 Combustion Safety Testing Form Certified Home Address: 78 Millstone Ln City: Cutchogue Builder Name: Harvest Pointe Builder Tracking# Combustion Appliance Zone(CAZ)# Of 1 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: 02-10-2022 Outdoors Temp During Test: 45 OF CAZDepressurization (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 —1--1 Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: Heating System Primary: Yes Q No❑ Tvpe: Furnace ✓❑Boiler❑Heat Pump[]_Other❑ Efficiency Fue!Tvpe t t z VentinQ Type 3' Draft Spillage Sin Ilape co CO Circle Type) Pascal (Worst Case (Natural) (Worst Case) (Natural) Ratine:95.0 NR1P❑ODE[j NQNDMES_✓ N/A Pa. Pass❑✓ Fail❑_ PassR Fail❑ N/Appm NIA PPM Yes ✓❑ Type: Standard Tank ✓Dindirect Tankless ❑ Size: 75.0 Style Common Vent❑ Water Heater Primary: No _D Instantaneous (Gallons) ' Stand Alone ❑✓ E cencs Fuel Tvpez VentinQ Tv.pe 3 Draft S_pillage SnillaQe(Natural) co CO sCircle Type) (Pascal) (Worse Case) (Worse Case)I (Natural) EF: 0.69 NOP❑O❑E� N❑MOSQ✓ N/A Pa. Pass❑✓ Fail❑ Pass❑✓_FailF] N APPM N/A PPM Oven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes 0 No❑ Oven CO N/A PPM Ambient CO(During Oven CO Testing) N/A PPM 1 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. 4 Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) S Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE: If Water Heater Type is"Commercial'and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial'and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Michael Caruso Rater Number: 7960376 Rater Signature: Date: 02-10-2022 -� - wrightsoft� Manual S Compliance Report Date: Feb 01,2022 Entire House By: Energy Testing Services... Energy Testing Services 1648-A Locust Ave,Bohemia,NY 11716 Phone:631-244-2627 Email:r.b.delfino@energytestingservices.com Project • • For: Unit 39-78 Millstone Ln, Cutchogue, NY 11935 Cooling Equipment Design Conditions Outdoor design DB: 83.0°F Sensible gain: 17645 Btuh Entering coil DB: 75.7'F Outdoor design WB: 71.0'F Latent gain: 3131 Btuh Entering coil WB: 63.3°F Indoor design DB: 75.0°F Total gain: 20776 Btuh Indoor RH: 50% Estimated airflow: 800 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Generic Model: SEER 16 Actual airflow: 800 cfm Sensible capacity: 16800 Btuh 95% of load Latent capacity: 7200 Btuh 230% of load Total capacity: 24000 Btuh 116% of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 10.0'F Heat loss: 37557 Btuh Entering coil DB: 62.2°F Indoor design DB: 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas furnace Manufacturer: Generic Model: AFUE 92 Actual airflow: 685 cfm Output capacity: 37557 Btuh 100% of load Temp. rise: 50 'F Meets all requirements of ACCA Manual S. -0-1-wrightsoft- 2022-Feb-01 16:49:57 Right-Suite®Universal 2018 18.0.32 RSU20066 Page 1 /'AiV11...Rimor Model C MAN JSD\Rimor Model C MAN JSD.rup Calc=MJ8 Front Door faces: W Residential ■ ansExaminer Review • Form rm RIPER 1 ACCA® for Design (Loads, • • 15 Mar 09 arrn,d��drv� Header Information Contractor: Energy Testing Services REQUIRED ATTACHMENTS ATTACHED Manual J1 Form(and supporting worksheets): Yes No Mechanical license: or MJ1AE Form*(and supporting worksheets): Yes No OEM performance data(heating,cooling,blower): Yes ❑ No Building plan#: Manual D Friction Rate Worksheet: Yes ❑ No ❑ Duct distribution sketch: Yes No Home address(Street or Lot#,Block,Subdivision): Model C Fescue, Entire House HVAC LOAD CALCULATION ,0 Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature: 10 °F Orientation: Front Door faces West Indoor temperature: 68 =F North,East,West,South,Northeast,Northwest,Southeast,Southwest Total heat loss: 37557 Btuh Number of bedrooms: 3 Conditioned floor area: 3776 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: 16.0 It Sensible heat gain: 20051 Btuh Internal shade: none Blinds,drapes,etc. E2ve Latent heat gain: 3558 Btuh Depth Window Total heat gain: 23609 Btuh Number of skylights: 0 HVAGEQUIPMENT SELECTION4I Heating Equipment Data Cooling Equipment Data Blower Data Equipment type: Gas furnace Equipment type: SplitAC Heating cfm: 685 Pumace,Heat pump,Boiler,etc. Air Conditioner,Heat pump,etc. Cooling cfm: 800 Model: Generic Model: Generic Static pressure: 0 in H2O AFUE 92 SEER 16+ Fan's rated external static pressure for design airflow Heating output capacity: 37557 Btuh Total cooling capacity: 0 Btuh Heat pumps-capacity at winter design outdoor conditions Sensible cooling capacity: 0 Btuh Aux heating output capacity: 0 Btuh Latent cooling capacity: 0 Btuh HVAC DUCT DISTRIBUTION .I Design airflow: 800 cfm Longest supply duct: 264 ft Duct Materials Used Equipment design ESP: 0 in H2O Longest return duct: 169 ft Trunk duct: Round flex metal,Sheet metal Total device pressure losses: 0 in H2O Total effective length(TEL): 433 ft Available static pressure(ASP): 0 in H2O Friction rate: 0 in/100ft Branch duct: Round flex metal,Sheet metal Friction Rate=ASP=(TELx 100) declare the load calculation,equipment,equipment sel- • • ductdesign were rigorou7sly performed.based on e building plan listed above. e- .the claims made on -se forms will be subject to review and verification. Contractor's printed name: Contractor's signature: Date: Reserved for County,Town Municipality orAuthority having jurisdiction us(�. *Home qualifies for MJ1AE Form based on Abridged Edition Checklist wrighUsoft® Rig ht-Suite®Universal 2018 18.0.32 RSU20066 ri Load Short Form Job: wrightsofte Date: Feb 01,2022 Entire House By: Energy Testing Services... Energy Testing Services 1648-A Locust Ave,Bohemia,NY 11716 Phone:631-244-2627 Email:r.b.delfino@energytestingservices.com Project • • For: Unit 39-78 Millstone Ln, Cutchogue, NY 11935 Design Information Htg Clg Infiltration Outside db(°F) 10 83 Method Blower door Inside db(°F) 68 75 Shielding/stories 3(partial) /2 Design TD (°F) 58 8 Pressure/AVF 50 Pa/ 1179 cfm Daily range - M Inside humidity (%) 50 50 Moisture difference(gr/Ib) 44 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16 AHRI ref Coil AHRI ref Efficiency 92AFUE Efficiency 14.7 EER, 16 SEER Heating input 40823 Btuh Sensible cooling 16800 Btuh Heating output 37557 Btuh Latent cooling 7200 Btuh Temperature rise 50 °F Total cooling 24000 Btuh Actual air flow 685 cfm Actual air flow 800 cfm Air flow factor 0.021 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.85 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Bsmnt 1673 7745 790 159 37 Bed 2 196 3382 1582 70 74 Bath 2 60 1132 272 23 13 Stair 1 48 1434 181 30 9 Foyer 131 1597 441 33 21 M bath 110 409 6 8 0 CL 17 0 0 0 0 M BED 351 2041 2157 42 101 Breakfast 83 2009 1799 41 84 Dining 209 3556 1085 73 51 Laundry 23 26 460 1 22 Pant 19 0 0 0 0 Mud 48 371 79 8 4 Kitchen 157 247 1631 5 77 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -P}I- wrightsoft- 2022-Feb-01 16:49:57 ti ewm.re m.0 w. a..y Right-Suite®Universal 2018 18.0.32 RSU20066 Page 1 RCCA...Rimor Model C MAN JSD\Rimor Model C MAN JSD.rup Calc=MJ8 Front Door faces: W Greatroom 233 4593 3831 95 180 Bath 3 72 577 291 12 14 Bed 3 207 2940 1852 61 87 Loft 141 1185 595 24 28 Entire House 3776 33244 17050 685 800 Other equip loads 4313 595 Equip. @ 0.88 RSM 15528 Latent cooling 3131 TOTALS 3776 37557 18659 685 800 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft- 2022-Feb-01 16:49:57 Right-Suite®Universal 2018 18.0.32 RSU20066 page 2 ACa...Rimor Model C MAN JSD1Rimor Model C MAN JSD.rup Calc=MJ8 Front Door faces: W Project Summary Job: wri9htsof Date: Feb 01,2022 Entire House By: Energy Testing Services... Energy Testing Services 1648-A Locust Ave,Bohemia,NY 11716 Phone:631-244-2627 Email:r.b.delfino@energytestingservices.com Project • • For: Unit 39-78 Millstone Ln, Cutchogue, NY 11935 Notes: 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 'F Inside db 75 'F Design TD 58 'F Design TD 8 °F Daily range M Relative.humidity 50 % Moisture difference 30 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 33244 Btuh Structure 17050 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(68 cfm) 4313 Btuh Central vent(68 cfm) 595 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 37557 Btuh Use manufacturer's data n Rate/swing multiplier - 0.88 Infiltration Equipment sensible load 15528 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial) /2 Pressure/AVF 50 Pa/ 1179 cfm Structure 1735 Btuh Ducts 0 Btuh Central vent(68 cfm) 1396 Btuh Heating Cooling Outside air Area(ft2) 3776 3776 Equipment latent load 3131 Btuh Volume(W) 23582 23582 Air changes/hour 0.32 0.14 Equipment Total Load (Sen+Lat) 18659 Btuh Equiv.AVF(cfm) 124 55 Req. total capacity at 0.70 SHR 1.8 ton Heating Equipment Summary Cooling Equipment Summary Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16 AHRI ref Coil AHRI ref Efficiency 92 AFUE Efficiency 14.7 EER, 16 SEER Heating input 40823 Btuh Sensible cooling 16800 Btuh Heating output 37557 Btuh Latent cooling 7200 Btuh Temperature rise 50 °F Total cooling 24000 Btuh Actual air flow 685 cfm Actual air flow 800 cfm Air flow factor 0.021 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.85 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrflgFritso11 - 2022-Feb-0116:49:57 �+t .w.. w.... Right-Suite®Universal 2018 18.0.32 RSU20066 Pagel /9l.Cfi...Rimor Model C MAN JSD\Rimor Model C MAN JSD.rup Calc=MJ8 Front Door faces: W N Level 1. 1.91 cfm- 91 cfm adiab 0 Bsmnt ------------------- Sup Riser 0" Make up air 70CFM Skuttle Model 2161 Job#: Energy Testing Services LLC Scale: 1 :88 Performed by Energy Testing Services LL... Page 1 Unit 39-78 Millstone Ln 1648-A Locust Ave Right Suite®Universal 2018 Bohemia,NY 11716 18.0.32RSU20066 Cutchogue, NY 11935 Phone:631-244-2627 AN JS202 moeb- 01 1 : MAN JSD.r... r.b.delfino@energytestingservices.com N Level 2 K101 cfm Breakfast 121 cfm 216 cfm F6 Greatroom Kitchen 23 0" 92 cfm M BED adiab Pant Lau11 q cfm Dining L88 cfm Ell,1 cfm Mud 8 M tath 10 cfm c m R er 0" F39 cfm Stair 1 k35 cfrr Foyer 1\28 c%th 2 Broan Exhaust 4' 0" Model L150 70 garage CFM Energy Star Contnous User Timer Bed 2 &,89 cfm 4' 1 Job#: Energy Testing Services Scale: 1 :88 Performed by Energy Testing Services LL... Paget Unit 39-78 Millstone Ln 1648-A Locust Ave Right Suite®Universal 2018 Bohemia,NY 11716 18.0'32 RSU20066 Cutchogue,NY 11935 Phone:631-244-2627 2022-Feb-01 16:51:21 r.b.delfino@energytestingservices.com ..AN JSD1Rimor Model C MAN JSD.r... N Level 3 34 cfm L ft Bath 3 adiab 2 Sup Riser 1 cfm 8' stair 2 1129" Bed 3 17 0" 1 cfm Job#: Energy Testing Services Scale:1 :88 Performed by Energy Testing Services LL... Page Unit 39-78 Millstone Ln 1648-A Locust Ave Right-Suite®Universal 2018 Bohemia,NY 11716 16.0.32 RSU20066 Cutchogue,NY 11935 Phone:631-244-2627 2022-Feb-01 16:51:21 rb.delfino@energytestingservices.com AN JSD1RimorModel C MAN JSD.r... Duct System Summary Job: wrightsofto Date: Feb 01,2022 Entire House By: Energy Testing Services... Energy Testing Services 1648-A Locust Ave,Bohemia,NY 11716 Phone:631-244-2627 Email:r.b.delfino@energytestingservices.com Project 0 • For: Unit 39-78 Millstone Ln, Cutchogue, NY 11935 Heating Cooling External static pressure 0 in H2O 0 in H2O Pressure losses 0 in H2O 0 in H2O Available static pressure 0 in H2O 0 in H2O Supply/return available pressure 0.000/0.000 in H2O 0.000/0.000 in H2O Lowest friction rate 0 in/100ft 0 in/100ft Actual air flow 685 cfm 800 cfm Total effective length (TEL) 433 ft Supply Detail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln(ft) Trunk Bath 2 h 272 28 15 0 0 Ox 0 MtFx 19.8 140.0 st5 Bath 3 c 291 14 16 0 0 16x 0 ShMt 30.8 115.0 st4 Bed 2 C 1582 84 89 0 0 OX 0 MtFx 23.8 130.0 st5 Bed 3-A C 1852 73 104 0 0 Ox 0 MtFx 38.8 225.0 st4 Breakfast C 1799 50 101 0 0 Ox 0 MtFx 37.5 170.0 stl B Bsmnt h 790 191 44 0 0 Ox 0 MtFx 36.0 150.0 st1A Dining h 1085 88 61 0 0 Ox 0 MtFx 19.0 160.0 st1 Foyer h 441 39 25 0 0 Ox 0 MtFx 7.8 95.0 Greatroom C 3831 113 216 0 0 Ox 0 MtFx 37.0 130.0 st1 Kitchen C 1631 6 92 0 0 OX 0 MtFx 24.5 140.0 st1 Laundry C 460 1 26 0 0 OX 0 MtFx 16.5 150.0 st1 Loft C 595 29 34 0 0 Ox 0 ShMt 29.8 210.0 st4 M BED c 2157 50 121 0 0 Ox 0 MtFx 48.0 160.0 st1A M bath h 6 10 0 0 0 Ox 0 MtFx 21.8 165.0 st1 Mud h 79 9 4 0 0 Ox 0 MtFx 10.0 175.0 st1 Stair 1 h 181 35 10 0 0 Ox 0 MtFx 5.8 150.0 st5 Wrlghtsoft- 2022-Feb-01 16:49:57 1, .w..•e�.m,..,...,<.,,,-.., Right-Suite®Universal 2018 18.0.32 RSU20066 Page 1 i�i�...Rimor Model C MAN JSD1Rimor Model C MAN JSD.rup Calc=MJ8 Front Door faces: W Supply Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st4 Peak AVF 116 154 0 0 0 0 x 0 MetlFlx st1 Peak AVF 519 666 0 0 0 16 x 0 ShtMetl st5 Peak AVF 147 115 0 0 0 16 x 0 ShtMetl st1B Peak AVF 50 101 0 0 0 16 x 0 ShtMetl st1A st1A Peak AVF 291 267 0 0 0 16 x 0 ShtMetl SO tableReturn Branch Detail Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk rb1 Ox 0 191 44 144.3 0 0 0 Ox 0 MtFx rt1A rb2 Ox 0 630 916 168.8 0 0 0 Ox 0 MtFx rt1 TableReturn Trunk Detail Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt1A Peak AVF 191 44 0 0 0 0 x 0 ShtMetl rt1 rt1 Peak AVF 821 960 0 0 0 0 x 0 ShtMetl - -wregghtsoft- 2022-Feb-01 16:49:57 i� sW.•s..M.�«,-.,v,,,.., Right-Suite®Universal 2018 18.0.32 RSU20066 Page 2 ACCA...Rimor Model C MAN JSD\Rimer Model C MAN JSD.rup Calc=MJ8 Front Door faces: W SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES .FOR OFFICE USE,ONLY OFFICE OF WASTEWATER MANAGEMENT Health Department'Ref No. 360 YAPHANK AVENUE,SUITE 2C,YAPHANK,NY 11980 (631)852-5700 OR HealthWWM@suffolkcountyny.gov APPLICATION TO UPDATE AN EXISTING PERMIT TO CONSTRUCT SEWAGE DISPOSAL AND WATER SUPPLY FACILITIES FOR A SINGLE FAMILY DWELLING REFER TO REVERSE SIDE OF THIS FORM FOR INSTRUCTIONS PLEASE COMPLETE APPLICABLE SECTIONS OF THIS FORM. ALL SIGNATURES MUST BE ORIGINAL. SECT ION'.1 :, FOR ALL RENEWALS AND TRANSFERS EXISTING REFERENCE NUMBER: R10-17- 0013 Tax Map No.: 1000 District Section Block Lot t 7, D1 T 23 Name,of Current Applicant Rlmor,Development LL'C Tel# (631) 735: 200 Mailing Address PO Box 908, Cutchogue, NY 11935 Email`Address:`tearnaila65@gmait come: Name of Current Agent:Henry Alia Tel#: (631) 67$2667 Mailing Address:PO Box 908, Cutchogue, NY 11935 Email Address:teamalia65@gmaii.com DATE OF ORIGINAL APPROVAL: 09/08/2017 *If more than 6 years old and SCDHS site inspections have not been performed,a new application will be required SECTION2. FOR TRANSFERS WITH PREVIOUS APPLICANT/AGENT PERMISSION Name of Previous Applicant/Agent: MM"MTel#: ( - I hereby transfer all rights and interest in the above referenced permit to the new applicant named above; Signature of Previous Applicant/Agent: Date: 9ECTI0N:3 7. FOR TRANSFERS WITHOUT PREVIOUS APPLICANT/AGENT PERMISSION Name of Previous Applicant's Tel#• Architecg/En ineer/Surve or: - I hereby authorize the above named current applicant to use the previous applicant's survey/site plan for this project prepared by me;for the purpose of transferring the above named reference number and its site design. Architect/Engineer/Surveyor's signature: Date: SECTION-4, FOR ALL RENEWALS AND TRANSFERS Application is hereby made to[ ]TRANSFER;CARENEW(check a ble a permit to construct in accordance with this application,,surveys and plans submitted. I hereb cert' t t I have a �i to application and the statements therein are true and correct,and that all work shall be doneeccol, ance ith all applicable Town,County,State and Federal Laws. "Any false statement made herein is punishable as a mi an nt to S210.45 of New York State Penal Law." Signature of Current Applicant/Agent yul 14 10?� Date 9 Z Print Name of Current Applicant/AgentC�O�vvc ,fl, ,'f envy h AgenttProject Manager bEPAItTME SE ONLY';. Permit is Transfers enewe ;Until 9 g—43" Number of Bedrooms Approved Signature of Department Representative -Pate, /O WWM-104(Rev.02/12) FIELD:INSPECTION REPORT ATE GOMIVIE S FOUNDATION(1ST) (` 0H --------------------------�-. ----- ,+ . FOUNDATION-(ZN)?) SS�(iC1010 o ROUGH FRAMING.& PLUMBING: l c 1 INSULATION.PER N.Y. STATE ENERGY CODE •1 OIC FINAL'.' ADDITIONAL C.OIVIMENTS' 1 - o' e (JAY) o� 3� TOWN OF SOUTHOLD BUILD ING`PERMIT APPLICATION CHECKLIST . - BUILDING DEPARTMENT Doyou.have or need the following "beforea 'i in'� TOWN HALL b, PP y g• Board of Health SOUTHOLD,NY 1-1971 4 sets of Building Plans. TEL: (631)765-1802 Planning Board approval FAX: (631) 765-9502 Suryey Southold townny.gov .. PRIVIIT'NO. ,Check Septic Form N,Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 _Single&Separate , Truss Identification Form Storm-Water Assessment Form Contact: D �IP'1�1� l�i�iGO�/d1MTL(,( Approved ,20 ( Mail to: <<•� .��� 9a 8 Disapproved a/c / Phone: 6'11 76. J Expiration ,20 p " Bui i g Spector - YPLICATION FOR BUILDING PERMIT n � �._ OCT 1 9 2020 , 20 Date INSTRUCTIONS - cr VT a Thi's appl Utfon pE� completely filled in by typewriter or in ink and submitted to'.the Building Inspector with 4- sets of plans;accurate Piot pian to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining-premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in,wholg'or in part for any purpose what so ever until'the Building Inspector issues a.Gertificate of Occupancy. f Every building permit shall ekpire if the:work.authorized has not commenced within 12 months after the date of issuance,or has notteen completed within,: $months from such date.If no zoning amendi ibms.or other_regulations affecting the property have been enacted•in,the interim,the Building Inspector may-authoiize;'in writing;the extension of the'permit for an" addition six months.Thereafter,a new permit shall be required. APPLICATION,IS HEREBY MADE to the Building Department.for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws, Ordinances or Regulations,for the construction of buildings,:additions,or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances, building code,housing'code,.and regulations,and to admit ' authorized inspectors on premises and in building for necessary inspections. N � (Signature of applicant or n e,if a corporation) (Mailing address of ap licant)' State whether applicant is owner, lessee, agent; architect, engineer, general contractor, electrician, plumber or builder C�GJ 1Z,2.t/ Name of owner.of premises �It►b101� � o LL�, . (As on the tax roll or latest deed) If applicant is a corporqUpn, signatur o 4uly a th99'zed offic 'r (Name and title of corp ate officer). Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Locations of land on which proposed work will be done: House Number Street 's �,.r:;4;; ,'; ;': ' ? Hamlet County Tax Map No, 1000 Section locki. Subdivision , -Filed Map No. q, Lot (66 14PO 7 2. State existing,use and,occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and'.occupancy b. Intended use and occupancy 3. Nature of work(check which applicable): New Buildingy Addition Alteration Repair .-Removal Demolition Other Work (Description) 4. Estimated Cost 3col coo, no Fee (To be paid on filing this application) 5. if dwelling, number of dwelling units Number of dwelling units on each floor ;If garage;,nurCibe.r;of.cars o C°4/ 6. If Uusiriess, confnercial or mixed occupancy, specify nature and extent of each type of use. 7. 'Dimensions-of eXisiing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front i L " Rear 'a@ ' LP Depth 1 i ®� Height t 2-1Number of Stories 2- 9. 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district`in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO +� 13. Will lot be re-graded? YES INO Will excess fill be removed:from premises? YES NO_,---' fit ✓ �PA�` A0 ,&r, * b 478 —;46-714. Names of Owner of premises LLC. Address C Nf Phone No.. Name-of Architect r�C14 Address ZS '�- Phone No' " 4 Name of'Contractor SQako 44 Q(41-� Address. Phone.No. ----- 15 a. Is this property within-100 feet of a tidal wetland,or a freshwater wetland? *YES NO P .P * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C.PERMITS MAY BE RE RED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale; with accurate foundation plan and distances to property lines. 17."If elevation at any point on property is at 10,feet or below, must providetopographical to on survev. '18. Are There any,covenants and restrictions with respect to this property? * YES - NO 1F YES, PROVIDE A COPY. btu �y�de. lot"w� � . STATE OF NEW YORK) SS: COUNTY OF , being duly sworn, deposes and says that(s)he is the applicant (Name of individual sign i g contract)above named, (S)He is the (Contracthr,Agent, Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said wor• and to make and file this application; that all statements contained in this application are true to the best of his knowledge and e ef; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before,,me this. ,'%.` 20 day of Lim SHERRY PIRONE r NOTARY PUBLIC,STATE OF NEW. egistration i nat e A p l c 't Nota P b is Qualified in Suffolk County ' Commission Expires March 04, 2 2 CONSENT TO INSPECTION . t L- LC-11 the undersigned,do here state: .� a do(es) by Owner(s)Name(s) 'That the undersigned(is) (are)the owner(s)of the premises in�'Oe T of Southold, located atUv 1±31 U int l which ishown,and designated on the Suffolk County Tax Map as District 1000,' Section �r�. Block ,Lot That the undersigned(has)(have)filed,or cause to be filed, an application in the Southold Town Buildv Inspector's Office fol'the f llo✓wingn 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: 10 115 Z ` ( i e) AV ( r t N e) (Si re) (Print Name) BUILDING DEPARTMENT-ElectricalInspector �'�► �'�'=< TOWN OF SOUTHOLD � �� '�A Town Hall Annex - 54375 Main Road - PO Box 1179 . t' Southold, New York 11971-0959 Telephone (631) 765-1802- FAX-(631) 76579502 rogerr�a southoldtownny.gov - sea ndaC'�southoldtowriny.gov . APPLICATION 'FOR.ELECTRICAL] SPE. TION ELECTRICI6�►N .INFORMATI®N (All information Required) Date. I C1 al ;Company Name: . Na" - 1 :,License No 3 i Address; .: C3 �= :Phone No y JOB SITE I (FORMATIO I .(Ali.nfnribabon Required Nanie: - i . 11. C - �ddt.ess: Cross S#reef; PhonL Ido Bldg Rerinit# email `- n: ;Block -,Tax Map Dtstnct:: 1000 Sec - O� BRaE DESCRIPTIQNF WbRK(Please Print Clearly) Circle All 'ht as Job ready fortnspection?: YES NO :Rough In Final Do you need a Temp Certlfiate?: _ S O ,Isaiaad On.;, -2 2d Temp Inforxriation :(AII reformation required) Seance Siz : 1 Ph 3.Ph Size: 1' D _A #Meters: .Old.Meter#. ew.Serv' -Firs Reconnect-Elood .Reconnect-:Service Reconnected.-Underground -Overhead 4 A..., , _ #Untlerground Laterals 1 2 H Frame. role Wor�C done on Service2 Y N `�:,, Additional Information: - PAYMENT_DUE IIVITH APPLICATION Request fof inspection Form-xis .dl A ERMIT# watches conces Tridge diauti _Service - - -- - - . arloiV1rcr¢ - - -G�rreratar >t 3rY1170 ` - ;CQOKOp Tr�rfsf.:er . . -. . D.iinments; -a! . El 1 . Town Hall Annex Gy Telephone(631)t765-1802. 54375 Mair? Road ; Fax(631),765-9502 P. O. Box 1179 Southold, NY 11971-0959 . �I , BUILDIN(2.DEP,ARTME ` ,T `L I\IOTICE,OF:UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED '.1NOOb"'CONSTRUC"CION'�'A,Nb!OR°T[t UER CONSTRUCTION Date: Owner."" }1r Location,©f.Property: � 1tt Piease.'fa otice that the{check atiplicable Iine): P . r >,: New commercial,or resitienfiat structure t 2 x�` ° ` .Addition to existing-comMerc1al�pr residen96[,btructure, Rehabilifiation too n existing:ctamtnercial or residenflatrsthJcture to be.constructeirl` .i�performed'at the.suf�j�ctsprbperty reference:above wiil util{ze `. (check;ae.): t , Trconstruction (TT) QC)C, L ` . Pre-engineiV wood construction (PW) 'Timberconstruction (j=,�► a in the ffotlowing lot tion(s) (check applicable Ime) z, Floor framing, including girders and h ms (F) Roof framing (R) _ Floor and roof framing (FR) . Signature: Nameg(person„suomitting.this form) Capacity (check applicable line): Y .OdVYer. 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IV, � t a 7 t d �� �� q'+• SSS.�e'� f�i p���.�iw`, ".,�;ju �,�'k•M1`y� "='�.ayy��5�4Tpy'2� °# � a TYPE B—D ZZA RAMP (TYP.) ; R1-1 Mgn n y fi aRw�t °7jk4rTR� �yySr�yKltiu'" h ,jj# s-1lYY"� a 'xr1{ rr �jci�ht 'w' rr. i if •,CuV+'u r-3F,t.wr""t,5,:,,�'rY�n �,ae r ,,,Cat•? j r.ir12,.1r�N,kRr(n r�1f�h9�1.11�er'Y`'s'",��k�,�A•"n,�'�`.",�,t,�fi','.}�"'"gyq�`H'1 dc�e(vs:��m"t#r "�xti`,.�I^�Gt4`x»`�nr t r,1xh;��.�$i k�`'��.�Tt4+st�.rE,"aMx;S�rll.ui t�qp�,G�tyy�dJir�'.l'�,Btiar�":��aY�'r,�*�'.i"y,�ri,h"+�z9 ii 1�f e �SX"C..._X r F�S$£r*Ce��q�t:•?�.-x,�+l�F"'�i Lirwr,�r—MryRR, a: .n ��a°,tt'�.'.�G...`J`+�, s°�T�_n �� ,,,rR1�x .t'i; � ¢g�!nS�'��1�� �i{.. -�•a� {;g�p"r,C�'1�� �inr(��'� r zf§1 �L"r+v5 A�"�Ya ��'6t$•:� F ty il J. per"r^YIy$�.: µ+ N�hnn�.�•.4����dP "�'",.� �" R ��.k<{.. �war.n;AJ��a����I>,ai�"y` >:�di ,gC�q 1� P'� 1 � �• � P t' y's�',L�`F�J,. d7,�irv+wi,Y' 'ri��" �, a� I �Gi��� w � � t:(i^�, a:,�k� '' �Js1 i.i� #.�k1r..r (0.�-k��" b�b aN•2"�r+f� �rMl ���'i F�"1 ' �� :n�M1� m �� t.+ #n,�p is J a�. l �• ai.I 3 ',f17+.�. ri Ma w r ..'.,.";^o""' P 8P' aa71 1 S'e `wMR � 1r 1*� 1�3rr(#d � rCn 1: r r" Rsb s k:4sSe h p� tty §��,,� `e,. �Z,� a 7" h r� {M J" f ,1 � �'I ua'��k : Tu V. i'R_rA-ui d .r XJ�. it)^� k `.'��f°'i,�r , r-Nh. �+ < ay#. ,.z ar 4 "ANM, � 1r p. . ' ., •+.. �. m. ..... I t:, t-`r-+,���! ... ,A� .._.r ..., _ �a_. d,u. .. ": u." kwF ,,._.. _. ..1?•!!�14w" � F PIPE SHALL BE 15" CPP WITH-- A SLUNL UV U7 i FOLLOW UNLESS OTHERWISE NOTED: ° STANDARDS: SPECIFICATIONS SHALL INCORPORATE THE PROVISIONS OF THE AWWA STANDARDS AND/OR MANUFACTURER'S RECOMMENDED VECTIONS TO BE 4" DR-18 WITH MINIMUM SLOPE INSTALLATION PROCEDURES. 3E MINIMUM 6" DR-18 PVC OR CAST IRON WITH A ° BEDDING: A CONTINUOUS AND UNIFORM BEDDING SHALL BE PROVIDED IN THE TRENCH FOR ALL BURIED PIPE. BACKFILL MATERIAL SHALL BE TAMPED IN LAYERS AROUND THE PIPE AND TO A SUFFICIENT HEIGHT BE C900 BLUE BRUTE DR-18 PRESSURE PIPING ABOVE THE PIPE TO ADEQUATELY SUPPORT AND PROTECT THE PIPE. WATER MAIN TO BE 10"` WITH 6" HYDRANT STONES FOUND IN THE TRENCH SHALL BE REMOVED FOR A DEPTH OF AT LEAST SIX INCHES BELOW THE BOTTOM OF THE PIPE. SERVICE CONNECTIONS TO BE 1". ® COVER: ALL WATER MAINS SHALL BE COVERED TO A MINIMUM DEPTH OF 54 INCHES WITH EARTH OR OTHER INSULATION TO PREVENT .INIMUM OF 10 FEET OF SEPARATION BETWEEN FREEZING. ' ' WER/DRAINAGE LINES. ® BLOCKING: ALL TEES, BENDS, PLUGS AND HYDRANTS SHALL BE IINIMUM SEPARATION OF 20 FEET FROM SANITARY PROVIDED WITH REACTION BLOCKING, TIE RODS OR JOINTS DESIGNED ALL DRA"S AND DRYWELLS. TO PREVENT MOVEMENT. IINIMUM SEPARATION OF 10 FEET BETWEEN 3. TESTING WATER/DRAINAGE LINES. PLANS AND SPECIFICATIONS SHALL REQUIRE THE FOLLOWING: ,ERVICES TO BE INSTALLED BY PSE&G AND MAY VARY DUE TO FIELD CONDITIONS. ELECTRIC 0 PRESSURE AND LEAKAGE TESTING: ALL TYPES OF INSTALLED PIPE HYDRO—ACTION UNITS SHALL MAINTAIN 5 FEET SHALL BE PRESSURE TESTED AND LEAKAGE TESTED IN ACCORDANCE TION FROM ALL SANITARY APPURTENANCES. WITH THE LATEST EDITION OF AWWA STANDARD C600. © DISINFECTION: WATER MAINS ARE TO BE DISINFECTED IN 2/DRAINAGE LINE CROSSINGS SHALL MAINTAIN A ACCORDANCE WITH AWWA STANDARD C-651-86; OR THE LATEST EPARATION OF 18" MINIMUM BETWEEN PIPING. (SEE REVISION, CONTRACTOR SHALL ENSURE ALL CROSSING BACTERIOLOGICAL TESTING: BACTERIOLOGICAL ANALYSES OF WATER T DURING CONSTRUCTION. SAMPLES COLLECTED AFTER DISINFECTION ARE REQUIRED AT LOCATIONS SPECIFIED .BY THE SUFFOLK COUNTY DEPARTMENT OF S TO MAINTAIN ALL REQUIRED VERTICAL . HEALTH SERVICES. GENERALLY, A BACTERIOLOGICAL SAMPLE IS REQUIRED FOR EVERY 1000 LINEAR FEET OF WATER MAIN OR PORTION THEREOF. INSTALLED UNDERGROUND. Habitable Garage Area S� Pointe Unit Numbers Area (SF) (SF) Total (SF) 77-124 1,999 486 2,485 C u tc ® u 113,8010,12,14, !1,23,26,27,29, Cutch®gue, New York ,33,36,39,41,45 1,599 363 1,962 Town of Southold ,47,49,50,52,54, 58, 59,68, 72, 76 No. Revision. Date Appvd. 2,5,6,9,11,13, 13 TOVIN/SCDHS REVISIONS 7/28/17 AVL 19,20,22,24, 12 TOWN REVISIONS 6114/17 AVL ,28,30,32,35,38, 1,599 363 1,962 11 SCDH REVISIONS 4/22/17 AVL ,42,44,48,51,53, 10 REVISED PHASING PLAN PER TOWN' 4/6/17 AVL --- 73,74,75 _ 9.___TOWN RE)hSbIt 5 1,7,34,37,43,55, 8 SCDH REVISIONS 3/9/17 AVL 1,63,6$,67,69,71 1,599 380 1,979 peajnedby tips f` 'E `theckedby fiN�sf ' '���-,� f"`'s'Xy "' 'S al yCt'-✓a r,! u7 15,16,17,18 1,999. 40$ 2,407 Issued for Date July 10, 2015 N/A 6,188 N/A 6,188 SUR 1000®102®01-3303 e SCDHS Approval e.Mnm.bwse..u.w..v l+rw.�aa.a.xsanau�-- earµ+wW-6-M'�+W P RMW FOR APPROVAL OF CONS 110N FOn A .%IGLF-FAN LV RESIDENCE GINLY oun APPSOV>~0 Drawing Number • i FOR MIMUM or . I as NRES THREE YEARS FROM DATE OF APPROVALcm4s * T Cf" 0 i . _ m i Sheet of 9 2E Project Number 29305.00 SC® I'S Reference # ,C10®06-0013 0 OQ `)�\,.0� a '<S ..✓�/ 11.1 ss S lk COunty Dept. Ot HeaPInelth TID Schedule IncUon(sdte )vd. Ma,rBnvyck�emTTY APPROVED IN ACCORDANCE WITH BOARD OF0 co REVIEwDE`1ERMINAT1ONlDATED S"®8- 1Z � M w H W F_ � o 1)SUBJECTTO COVAI�FS� R'EEFI�IC'ft�ts LINER � W RAG ® , (9 1— J ...� I� O W 0 0O C LL cf) Q LL r LU c=n FS WS CERT1FICATICfe RFC-uIF2eD., U PE. OR R.A. CERTIFICA I'10A1 � � O Ill�."' zAl,�,l►TICd't Mgic; COWS d RUCTION � Q ~ 6 or,r � A o raf!APPROVAL.L. Sys¢eart 11- U) d " .•, Z Suffolk County Department of Heath Sem'ces Approval for Construction-Other Than Single Family Reference Ivo. C-69--06 .m4j�Design Flow �B®O PROJECT NO.: ®®026 Use(s) ��� / � __. DRAWN BY: KCK These plans have been reviewed for general conformance with Suffolk County Department of Health Services standards, relating to water CHECKED BY: TFL supply and sewage disposal. Regardless of any omissions, DATE: inconsistencies or lack of detail, construction is required to bo in accordance with the attached permit conditions and applicable SCALE: AS NOTED standards,unless specifically waived by the Department.This approval FILE NO.: expires 3 years from the approval date, unless extended or renewed. CARD: 00026SP Apprwal DateReview®r SHEET NO.: ROV;Sfjd' Plan Apptovell——to--r - 2va_a 1 DIAD 9 �o�� OF5 S.C.D.H.S. APPROVAL_ H o1 CA '0 '0' (OA (Nw/0 ­4 "CO p VN WN CD V N0 O C00 O � o 05 CTI OO � w � /01.`'x! �•/ v O V m m m CCn S\./ Cllr- (- (- W (- N r w r w n 11 CJI Co CA) 1I 11 r u I `�� (;X .1 DIY=, ' I I 11 CD 11 W 11 P W I I I I >' o N �_O N II II II O) 0 11 � W .o II ,� W 1V � A _a y� N I> N N � N � NN N CO W; UT:(0 I� r O N CON w W O N W ~ a A O CO (JN)V O O N O JUN ZO21 V V A J O) O � -� _' O P. C) CQ C) 0) O _ a_ CJt � COp W N � Cpm _ 0 � O _ m Q m m m m GRIFFING < <N 17IT'`T.T'.a STREET �2 S w, �� s9 6 '' dH oo >° ti 1�0 .0'-N CD X r rII O I t � o py 0 w (0 ? )i, ps°.w CD o v'- , � UT o ti O�C01 Nv O I p I vl o = sti C yip�y� w� � I o o CPO m �• C*' OR o r m m m 10) � w ti CAI m =- �IO 0 -i � 7D-I Z sscj 4 °,onO O - I p D Iv- .7' 269.77'(ACTUAL) NOTES: 17�0 THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE S37'04'40"E 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. IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, 11-20-20 FOUNDATION LOCATION p PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY FOUNDATION AS-CONSTRUCTED SURVEY FOR PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OFA LICENSED c7 V l� �7 V f\V I f1 PROFESSIONAL ENGINEER ORLAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY IF I UNITS 39-40 UNIT DESIGNATION MAP OF AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE %I L 1 I I T T I I�/ ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND \�1 / THE NOTATION'ALTERED Br FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH \\\ OF•NE ///// HARVEST POINTE CONDOMINIUM 2 ALTERATION,AND ASPECIFIC DESCRIPTION OFTHEALTERATION. •0AVI '• • ��•�� .FILE NO.:490 FILED SEPTEMBER 28, 2020 COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED �'\OAy •�� �i+ SITUATED AT SEAL OR EMBPY. EMBOSSED SEAL NOT BE CONSIDERED TO BEA VALID TRUE CO _ • `- `,- T CUTCHOGUE NO PHYSICAL EASEMENTSON PROPERTY UNLESS NOTED.RECORDED EASEMENTS : 9•� TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK OR RIGHT OF WAYS,IF ANY,.NOT SHOWNN ARE NOT CERTIFIED. � *•NJ •� S.C.T.M.DISTRICT 1000,SECTION 102.01,BLOCK 0200,LOTS 13 8 14 PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE.OR SUBSURFACE CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, t SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS •• O NELSON + POPE OTHER THAN VISIBLE PERMANENT STRUCTURES. ��� �� ` 0 L COPYRIGHTO NELSON 8 POPE,ENGINEERS AND SURVEYORS.ALL RIGHTS � •• 050213 `` ��%``` RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING. / �••••••• ••••••V \� engineers•srchitects.•surveyors TRANSMITTED P . IN OR BDIANNG OROM UTER OR TH ANY OTHER R SYSTEM WITHOUT THE PR ROWRITfEN //// ,�A N D LS��\` PERMISSION OF THE SURVEYOR. 70 Maxess Road,Melville,NY 11747.631.427.5665•nelsonpope.com THIS PLAN WAS PREPARED TO ASSIST IN OBTAINING FRAMING PERMITS FROM LOCAL INDIVIDUALSURVEYS MUNICIPALITIES AND IS NOT AUTHORIZED NOR GUARANTEED FOR ANY OTHER DRAWN BY: NP CADD NO.: 00026_1 SCALE: PURPOSE I CHECKED BY: PE FILE NO.: SHEET NO.: 'I OF'I DATE: 12-01-20 PROJECT NO.: 00026 111=30' y NOTES: gRVF\ THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE ASSp PROPERTY PURPOSE CETHEREFORE TFy\ NOT INTENDED O GUIDE THE ERECTION OF ENS,RETAINING POOLS, AREAS,44��o PLANTING CONSTRUCTION. GNA � ITISAVSONOERRKSATEELAW ARTICLE PROFESSIONAL OF OSURVEYINGTN1FORANY PERSON,UNLESS HE IS ACTING THE DIRECTION OF A LICENSED -SQ, PROFESSIONAL ENGINEER OR LAND SUSURVEYOR,O ALTER AN ITEM N ANY WAY.IF '00, 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 J4� h� �p X52, ALTERATION,ANDA SPECIFIC DESCRIPTION OF THE ALTERATION. \ ^ C COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED rG 10O��C C� SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. 11 OCO, 7 Cy NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS h�?" �?2, ' OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED. O• , UNIT 41 O <G ?�' h� O' \ PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATERCOURSES, SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS OTHER THAN VISIBLE PERMANENT STRUCTURES. �j �,�' S�• /`�/� �L' GGA`` \ COPYRIGHTp NELSON&POPE,ENGINEERS AND SURVEYORS.ALL RIGHTS Z P�'J�YV J RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, 9 RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN ^. O �����h Q. •V/T G��� /Q 2• X70 ^� Cp�sO \ PERMISSION OF THE SURVEYOR. FBF h° ?s i <y�3s FSS ho `Ass i 9 Q a' wDv Feo of ��q py �8a FC �\\ T�9 20 ham' 0,0 \Ok ceo ry' /fes e.e 0 ®r `o%N o�2- aC6 s0 p o Q,°0 x S 65°26'53"E 49.54' R=275.00' A ^ ���, i ^ �P L=77.85' Q CO CGR ��� �p� o�� °'^1 c ti�G ,(� o \ 0 2,qs v S 49°09'21"E sG� \ p��F�FcFR r� 238.82' R=112.00' F�LjO��O F �J OR AN L=29.79' �, to Q� S 40°52'38"E S38°23'13"E C' c�sp� o co 27.03' 62.34' U S52°55'20"W S 24°33'07"W R=112.00' , N 107.80' L=29.7' U� o � 19.24' R=410.00' R=120.00' ���� �D• vQ S23'1 1'01"E L= 24.16' O L=450.50' 39.36' R=120.00' S'�` LICF�S� Is, GRIPPINGS38*24'18"E S38°24'18"E R=140.00' L= 114.51' C+ Z STREET r-�L-r4-VEST 96.29' L=37.19' E Cn pO1NTE S37°04'40"E 95.00' S23°11'01"E 01-08-2021 FOUNDATION LOCATION _ R=112.00' S38°24'18"E S23'1 0 1 (DI°; L=29.75' 481.91' R=112.00' R=112.00' 08-27-2021 SANITARY AS-BUILT FINAL SURVEY FOR UNITS 39 - 40 R=140.00' UNIT DESIGNATION MAP OF z O TOWN OF N L-2x'72' L-2s.79' HARVEST POINTE CONDOMINIUM 2 S53°37'34" L=37.19' 09-02-2021 FINAL SURVEY U' S53°37'34"E S38°25'23"E m 0 SOUTHOLD CC°-) --1 51.14' FILE NO.: 490 FILED September 28, 2020 O Co c 44.19' 56.40' p C I r SITUATED AT CD M 269.77'(ACTUAL) CUTCHOGUE RTOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK S37°04'40"E S.C.T.M.DISTRICT 1000,SECTION 102.01,BLOCK 02.00,LOTS 013.000$014.000 OL NELSON + POPE '7 A0 engineers•architects-surveyors 70 Maxess Road,Melville,NY 11747. 631.427.5665•nelsonpope.com DRAWN BY: NP CADD No,:INDIVIDUALSURVE S SCALE: CHECKED BY: MS FILE NO.: SHEET NO.: 1 OF 'I DATE: 09-13-2021 PROJECT NO.: 00026 NOTE: '- ` 292` SANITARYSYSTEM ygR(r cPj �'2 HYDROACTION H2O KIT-AN ` ASSO�'/,q�O\OM sQp / 0'INSTALLED WITHIN 8'ta LEACHING POOLLS. 2 SANITARY SYSTEM AS-BUILT TABLE NOTES: ;,N o S�GNq Tjp S O / a�� Q/ STRUCTURE NAME TIE A TIE g TMEOFFT LINESTS ARE DIMENSIO SPSHOWNHERE E AND ROM ESTRUCREFORETURES ARE C - PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE JJ O/ NONE \ cOAiz/ `A POT INTENDED TO GUIDE THE LANTING AREAS,ADDITIONS TO BUILDINGS NGS AND ANY OTHER CONSTRUCTION.ON OF FENCES,RETAINING � LS, UNITS#38,39 &40 :- ST-1 52.2' 80.3' PROFESSIONAIT IS A L ENGINEERING AND LAND SURON OF NEW YORK STATE AVEYING,SETION LAW CTION 7209,FOR ANY, 1, \/7�' ' ST-2-A 58.0' 84.7 PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED 7 � m � � PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY.IF _ S� y A ST-2-B i AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE b'h ^�`'� \ \ , 61.2 88.2 ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND \G q ,000,�tiC �Q-;die , THE NOTATION'ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH Qom, \ s c�y;L LP 63.4, 72.8 ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. UNIT 41 '��J�O 10' / , e COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED h2.C, � O, 0/y0 �cj�v �\A SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VIWD TRUE COPY. * / NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS O X99 �G��Q �9 �h s Air os -- Y ,�, Q ° S\ e @p ICFoL r ��, �,, I��i, �,,T OR RIGHT OF WAYS.IF ANY,NOT SHOWN ARE NOT CERTIFIED. � ' .� ny SYS �C y+�Q-,�i \\,p sO alVlr tr <I hl1E;4T OF HEALTH$ iVIC,ES 1n; UNDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED ♦ O �` Q f, r' '1 AS TO ACCURACY,EXISTENCE,EXACT LOCATION,TYPE OR USE,ACTIVE OR INACTIVE. bee \� ?o's AFFF'O\.4L OF CONSTRUCTED WORcKS FOR :_+ ELECTRIC AND GAS UTILITY LOCATION PROVIDED FROM PSEG DISTRIBUTION DESIGN 2 Z-/Z ro D y \ A SINGLE FAMILY RESIDENCE � PLAN DATED 7/21/18.LOCATION OF GASAND UTILITY IS APPROXIMATE AND LOCATED / TYPICALLY IN THE SAME TRENCH.ACCURACY OF UTILITY IS NOT GUARANTEED NOR IS O 0�� ro, 1• G-v� � ,pc/ 9? �o Q NOV4,g� q/�� 7 79 H.S. ��o g `' !J THERE ANY GUARANTEE THAT ALL EXISTING UTILITIES ARE SHOWN ON THIS MAP. �A' T`TD G1 ` °Jp� '�° �0 SC' \ �1 - ®�4e_ 6 lS ° [-OLI f-H•�7•Re6, IV®.- `' �.y - CONSULT WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR A-Z —I�� w� FURTHER DESIGN. 2L(1i91f1�� The sewage disposal and Water supply facilities at this location have been 1 PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE h �� y �O�Q�'ti�' CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, Inspected and/or certified b this Depa e r other agencies and found to SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS p�®p Y ■fig ®gP BEDROOMS. j�c 0,Y \ O' be satisfactory FOR A INit9EVI BEDROOMS. OTHER THAN VISIBLE PERMANENT STRUCTURES. 0 ELECTRIC COPYRIGHT©NELSON 8 POPE,ENGINEERS AND SURVEYORS.ALL RIGHTS O Fe�k 0/ �\ '9(/I- �,yti �' //G1 \\ t79 0'fir? \CJ \ PANEL 1 tp /� t�_ t RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, Y- RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED •eCx C9�, 5� ° '9C / ,\� 111 �\ I! p� IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN Craig Kne er P.E. PERMISSION OF THE SURVEYOR. 9 pp , Chief O� C.OQ �Q� JB1 // �4'\'b �' �5v as �0 0 Office of Wastewater Mana01 ement �OINT/INONAL IMPROVEMENTS AND/OR POSSESSION,IF MY,NOT LOCATED,NOT P�'� -'o ` \ 0 �0 ALL SANITARY PIPING 4'AND 6-SDR-35,TYPICAL off\ �\ 0"\ \.? � � c Ooc S\\�O 9�5� X215 GO X51 \ e\\ �10. G-6 G �qT \ ��G� T Q \ 5 N6 O F`S S'R(r�� Mq/ 4%��Q,\ m �, X12 0_ o, La 0 A13.0 N a t� - `arc G N6a a" y 16ot wcpo 1 9 yy �O O 0?\1 � PlD PE j.,OPE4 `AEW � �GTy2 fLO iQy2 L3 Z �W m p 0 w La ' \ m 50 CP P m \ 2 0 ? I 0 01-08-2021 FOUNDATION LOCATION SANITARY AS-CONSTRUCTED FOR s6 B X13 oa-z7-zoz, SANITARY AS-BUILT 53 UNITS 38 - 40 UNIT DESIGNATION MAP OF � 16 - 'w )) I HARVEST POINTE CONDOMINIUM 2 FILE NO.:490 FILED September 28, 2020 SITUATED AT CUTCHOGUE TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK ' S.C.T.M.DISTRICT 1000,SECTION 102.01,BLOCK 02.00,LOTS 012.000,013.000&014.000 HEALTH DEPARTMENT REFRENCE NUMBERS&AREA'S WL NELSON + POP E UNITNo. HD REF No. HABITABLE AREA GARAGEAREA TOTAL GROSS FLOOR AREA �-- - �y engineers•81cf1t@CfS•S11Y6yOfS- 38R10-17-00921,599S.F. 363 S.F. 1,962 S.F. 810-17-0093-— 1,999 S.F. 408 S.F. 2,407 S.F 70 Maxess Road,Melville,NY 11747. 631.427.5665. nelsonpope.com 40 R1O-17-0094 1,999 S.F. 408 S.F• 2,407 S.F. DRAWN BY: NP CADD No„INDIVIDUALSURVEYS 00026 IS SCALE: CHECKED BY: MS FILE NO.: 1�+ n—30' SHEET NO.: 'I OF 'I DATE: 09-14-2021 PROJECT NO.; OOOr�'V 4b Vj a- PLUMBER CERTIFICA7 A PR VED AS NOTED ON LEAD CONTENT BEFt, DATE: 3 0? g p # 1���7 f CERTIFICATE OF OCCUPA', FEE:I ! ev-_ SOL-.DER USED IN WATEI; NO.TI IL ING _)1-:rARTME AT . SUPPLYSYSTEM.,CANNO 765-1802 8 AM TO 4 PM FOR THE EXCEED 2/1-0 OF I A/ LEAD. FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE PLUMBING 2. ROUGH - FRAMING & PLUMBING ALL PLUMBING WASTE 3. INSULATION -., .AWATER LINES NEED 4. FINAL - CONST= '- -PJ MUST TIG$FFORE COVERING- BE COMPLETE ALL CONSTRUCTICk SHALL MEET THE ELECTRICAL REQUIREMENTS OF THE CODES OF NEW +NSPECTION REQUIRED YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. ,'�l1SS COMPLY WITH ALL CODES OF PLACARDIlVG REQUIRED NEW YORK STATE & TOWN CODES DO NOT PROCEED WITH AS REQUIRED AND CONDITIONS OF ��RAMING UNTIL SURVEY VVII 4.0h OF =FOUNDATION LOCATION SOUTHOLD TOWN PLANNING BOARD HAS BEEN APPROVED. Must provide Manuals D,J and S as per OCCUPANCY OR NYS Energy Code USE IS UNLAWFUL WITHOUT CERTIFICATE Blower door OF OCCUPANCY and ductwork testing required. RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE, All exterior lighting installed, replaced or Fire separation repaired shall conform required as per to Chapter 172 NYS Code of the Town Code I � 4J .a � ODES; R302.12 Draftstopping. In combustible construction where there is usable space both above and below the concealed space of a floor-ceiling assembly, Section R316 Foam Plasti TABLE R405.1 PLANS ARE IN CONFOR��ANCE WITH THESE APPLICABLE C Z draftsto s shall be installed so that the area of the concealed space does not exceed 1,000 square feet. Draftstopping shall divide the concealed 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 ,, RK 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 � �1 E 2020 RESIDENTIAL CODE OF NEW YO UNIFIED SOIL VOLUME C 0 D E 0 F NEW YORK STATE be provided in floor-ceiling assemblies under the following circumstances: the label of an approved agency showing the manufacturers name, the product listing, product identification and information sufficient to determine that the SOIL CLASSIFICATION ❑ 2 0 20 EX I STING BUILDING end use will com I with the re uirements. GROUP SYSTEM SOIL DESCRIPTION DRAINAGE FROST HEAVE POTENTIAL U 2. Floor framing is constructed of truss-type open-web or perforated members. P Y q CHARACTERISTICS POTENTIAL 2020 FIRE CODE OF NEW YORK STATE R 302.1.12.1 Materials. Draftstopping material shall be not less than 1/2 inch gypsum board, 3/8 inch wood structural panels. R316.4 Thermal barrier. Unless otherwise allowed in Section R316.5, foam plastic shall be separated from SYMBOL EXPANSION Q U GW WELL GRADED GRAVELS, GRAVEL SAND MIXTURES, ❑ 2020 MECHANICAL CODE OF NEW YORK STATE the interior of a building by an approved thermal barrier of not less than inch gypsum Wallboafd. LITTLE OR NO FINES GOOD LOW LOW Z V R302.13 Fre protection of floors. Floor assemblies that are not required elsewhere in this code to be fire-resistance rated, shall be provided with a 1/2 inch R316.5.3 Attics. The thermal barrier specified in Section R 316.4 is not required where all of the following apply: GP POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES, U 2020 PLUMBING CODE 0 F NEW YORK STATE gypsum wallboard membrane, 5/8 inch wood structural panel membrane, or equivalent on the underside of the floor framin member. 1. Attic access is required by Section R807.1. LITTLE OR NO FINES GooD Low Low O_ = w rn 0 9 GROUP I SW WELL GRADED SANDS, OR GRAVELLY SANDS, � .�J � � d' U 2. The space is entered only for purposes of repairs or maintenance. LITTLE OR NO FINES GOOD LOW LOW U -'� m 2020 PROPERTY MAINTENANCE CODE OF NEW YORK STATE AND NEPA 70 Exceptions: 3. The foam plastic insulation has been tested in accordance with Section R316.6 or the foam plastic insulation is protected against ignition using 3/s inch SP POORLY GRADED SANDS, OR GRAVELLY SANDS, GOOD LOW LOW � '� V >N 20 20 NEW YORK STATE: ENERGY C 0 N S E RVATI O N C 0 N STR U CT I O N C 0 D E- 4. Wood floor assemblies using dimension lumber or structural composite lumber equal to or greater than 2 inch by 10 inch. gypsum board. LITTLE OR NO FINES �N} P P P P Y pP P p 1 p GM SILTY GRAVELS, GRAVEL SAND SILT MIXTURES GOOD MEDIUM LOW � ' R316.5.11 Sill lutes and headers. Foam lastic shall be ermitted to be s ra a lied to sill lutes and headers or installed in the erimeter joist s ace without the ro L a,a?Z _ RESIDENTIAL P R OVI S I 0 N S Section R303 thermal barrier specified in Section R316.4 subject to all of the following: SM SILTY SAND, SAND SILT MIXTURES GOOD MEDIUM LOW Z U 2,5 c6 1. The thickness of the foam plastic shall be not more than 3v inch. GC CLAYEY GRAVELS, GRAVEL SAND CLAY MIXTURES MEDIUM MEDIUM LOW O Q W a co light, Ventilation and Heating ty P 9 P P SC CLAYEY SANDS, SAND CLAY MIXTURES MEDIUM MEDIUM LOW U O 6 v 2. The densi of the foam lastic shall be in the ran a of 0.5 and 2.0 ounds er cubic foot. SECTION R101 R303.1 Habitable rooms. Habitable rooms shall have an aggregate glazing area of not less than 8 percent of the floor area of such rooms. 3. The foam plastic shall have a flame spread index of 25 or less and an accompanying smoke developed index of 450 or less when tested in accordance ML INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR, ❑ _ 1 00 GENERAL Exceptions: 1. The glazed areas need not be operable where the opening is not required by Section R310 and a whole-house mechanical ventilation system is with ASTM E 84 or UL 723. SILTY OR CLAYEY FIND SANDS OR CLAYEY SILTS WITH MEDIUM HIGH Low `Y' " GROUP 2 SLIGHT PLASTICITY `- idential Code of NYS for One and Two Famil Dwellings shall apply to the construction, alteration, movement, enlargement, installed in accordance with Section M1507. (D M R101.2 The rovisions of the 2020 Res Y e lazed areas need not be installed in rooms where Exce tion 1 is satisfied and artificial light is provided that is capable of producing an Section R317 Protection of Wood and Wood-Based Products A ainst Deca eL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, C° P 9 Y GRAVELLY CLAYS, SANCLAYS YS, SILTY CLAYS, LEAN MEDIUM MEDIUM TO LOW replacement, repair, equipment, use and occupancy, location, removal and demolition of detached one and two family dwellings and townhouses not more 2. Th 9 P MEDIUM ures not more than three stories above rade overage 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. than three stories above grade plane in height with a separate means of egress and their accessory struct 9 plane in height. R303.8 Exterior stairway illumination. Exterior stairways shall be provided with an artificial light source located at the top landing of the stairway. Exterior Foundation wood girders: wood girders seated in exterior foundation walls to have min. 1/2 inch air space all sides or ends wrapped with aluminum stairways providing access to a basement from the outdoor grade level shall be provided with an artificial light source located at the bottom landing flashing. of the stairway. R317.1 Location required. Protection of wood and wood-based products from decay shall be provided in the following locations by the use of naturally durable wood R404.1.6 Height above finished grade. Concrete and masonry foundation walls shall extend above the finished grade adjacent to the foundation at all points or wood that is preservative-treated in accordance with AWPA U1 for the species, product, preservative and end use. a minimum of 4 inches where masonry veneer is used and a minimum of 6 inches elsewhere. R202 Definitions: Section R305 R317.1.1. Field treatment. Field-cut ends, notches, and drilled holes of preservative-treated wood shall be treated in the field in accordance with AWPA M4. R404.1.7 Backfill placement. Backfill shall not be placed against the wall until the wall has sufficient strength and has been anchored to the floor above, or Continuous Insulation: Insulating material that is continuous across all structural members without thermal bridges other that fasteners and service openings. Ceiling Height R317.3 Fasteners and connectors in contact with preservative treated and fire retardant treated wood. Fasteners, including nuts and washers, and connectors in has been sufficiently braced to prevent damage by the back fill where the unbalanced height of fill exceeds 4 feet. It is installed on the interior or exterior or is integral to any opaque surface of the building envelope. " " contact with preservative treated wood and fire retardant treated wood shall be in accordance with this section. The coating weights for zinc coated Section R405 Foundation Drainage Z e: n intermediate level or levels between the floor and ceiling of any story. R305.1 Minimum height. Minimum ceiling heights of 7-0 in habitable rooms. Minimum ceiling heights of 6-8 in bathrooms, toilet rooms & laundry rooms. fasteners shall be in accordance with ASTM A 153. Stainless steel driven fasteners shall be in accordance with the material requirements of ASTM F 1667. R405.1 Concrete or masonry foundations. Drains shall be provided around concrete or masonry foundations that retain earth and enclose habitable or O Mezzanln A i wind tions: F- Windborne Debris Region: Areas wittlin hurricane-prone regions located within 1 mile of the coastal mean high water line where the ultimate des gn Excep usa a spaces located below grade. Drainage tiles, gravel or crushed stone drains, perforated pipe or other approved systems or materials shall be U Vult is 130 m h or reater, 2. A shower or tub equipped with a showerhead shall have a ceiling height of not less than 6 feet 8 inches above an area of not less than 30 R 319.1 Address identification. Buildings shall be provided with approved address identification. The address identification shall be legible and placed in a position installed at or below the top of footing or below the bottom of the slab and shall discharge by gravity or mechanical means into an approved � speed ( ) p 9 drains e s stem. 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 9 Y � or other obstructions in basements containin habitable s ace shall be ermitted to roject to within 6 feet 4 inches of the t e s than 4 inches in hei ht with a stroke with Exce tion: A drains e s stem is not re uired where the oun P 1 be Arabic numbers or alphabetical letters. Numbers shall not be spelled out. Each character shall be no I s g P g y q f dation is installed on well drained ground or sand gravel mixture with soils according R301.1.1 Alternative provisions. As an altemai.ive to the requirements in Section R301.1, the following standards are ermitted subject to the limitations of this code 3. Beams, girders, ducts 9 P P P eered desi n is used in conjunction with these standards, the design shall comply with the Building Code. finished floor. of not less than 0.5 inch. Where required by the fire code official, address identification shall be provided in additional approved locations to facilitate to the unified Soil Classification System, Group I Soils, as detailed in Table R405,1, U) and the limitations therein. Where engin g 1 1. AWC Wood Frame Construction Manual (WFCM). (2015 EDITION) R308.4 Hazardous locations. The locations specified in Sections R308.4.1 through R308.4.7 shall be considered to be specific hazardous locations for the emergency response. Where access is by means of a private road and the building address cannot be viewed from the public way, a monument, pole or purposes of glazing. other sign or means shall be used to identify the structure. Address identification shall be maintained. Section R406 Foundation Waterproofing and Dompproofing OU R308.4.2 Glazin Ad acent to doors. Glazin In an individual fixed or o erable anel ad acent to a door shall be considered to be a hazardous location where R406.1 Concrete and masonry foundation dampproofing. Except where required to be waterproofed, foundation walls that retain earth and enclose interior W R301.1.3 Engineered design. Where a building otherwise conventional construction contains structural elements exceeding the limits of Section R301 or otherwise not 9 1 9 P P 1 conformin to this code, these elements shall be designed in accordance with accepted engineering practice. The extent of such design need only the bottom exposed edge of the glazing is less than 60 inches above the floor. Section R321 Elevators and Platform Lifts spaces and floors below grade shall be dampproofed from the higher of (a) the top of the footing or (b) 6 inches below the top of the basement O 9 II be com atible with the erformance of the conventional framed 1. Where the glazing is within 24 inches of either side of the door in the plane of the door in a closed position. R 321.1 Elevators. Where provided, passenger elevators, limited use and limited application elevators or private residence elevators shall comply with ASME A17.1/CSA floor to the finished grade using a bituminous coating. LL. Ln demonstrate compliance of nonconventional elements with other applicable provisions and sha p p system. Engineered design in accordance with the International Building Code is permitted for buildings and structures, and parts thereof, included in the 2. Where the glazing is on a wall less than 180 degrees from the plane of the door in a closed position and within 24 inches of the hinge side of P44. M scope of this code. an in swinging door. Re 321.2 Platform Lifts. Where provided, platform lifts shall comply with ASME A18.1. R406.3.3 Porous FII. The space between the excavation and the foundation wall shall be backfilled with orous fill u to a hei ht of one-half of the backfill) O ` ' 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 P 9 Wallin surface of stairwa s, landin s 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. Z R301.2.1 end design criteria. Buildings and portions thereof shall be constructed in accordance with the wind provisions of this code using the ultimate design wind 9 Y 9 Section R322 Food Resistant Construction The remainder of excavated area shall be backfilled with the same type of soil as was removed during excavation. speed in Table R301.2(2) as determined from Figure R301.2(5)B. Exceptions: R 322.1 General. Buildings and structures constructed in whole or in part in flood hazard areas, including A or V Zones and Coastal A Zones, as established in Table � T ; r� 1. Glazing adjacent to walking surface and rail is installed 34"-38" above landing. ';.301,2(1), and substantial improvement and repair of substantial damage of buildings and structures in floor hazard areas, shall be designed and R408.1 Ventilation. Crawl space vents: Provide 1 s.f. of venting per 150 s.f. of floor area unless ground surface is covered by a class one vapor retarder W r tected to meet the re uirements of the lar a missile test of ASTM E1996 & 2. Glazing 36 inches or more measured horizontally from the walking surface. constructed in accordance with the provisions contained in this section. Buildings and structures that are located in more than one flood hazard area shall material. If this retarder material is used, provide 1 s.f. of venting per 1500 s.f. floor area. Install vents within 3 feet of each comer of R301.2.1.2 Protection of openings: Window glaring in windborne debris regions shall be p o q 9 ASTM E1886 per section 301.2.1.2.1. Garage door glazing shall meet impact-resisting standards or ANSI/DASMA 115. comply with the provisions associated with the most restrictive flood hazard area. Buildings and structures located in whole or in part in identified foundation. nd s an not more than 8'-O" shall be ermitted for o enin rotection. Panels Section R310 Emergency Escape and Rescue Openings floodways shall be designed and constructed in accordance with ASCE 24. R408.4 Crawl space access panel to be min. 18" by 24". Openings through perimeter wall shall be not less than 16" by 24". Exception: Wood structural panels with a thickness of not less than 7/16 a p P P a P e 'n . Panels shall be redrilled and secured with the attachment hardware provided. UNFINISHED BASEMENTS IN A SINGLE FAMILY HOME & IN EACH TOWNHOUSE UNIT BASEMENT, ARE REQUIRED TO HAVE AT LEAST ONE EMERGENCY ESCAPE R 322.1.5 Lowest floor. The lowest floor shall be the lowest floor of the lowest enclosed area, including basement, and excluding any unfinished flood-resistant shall be precut and attached to the framing surrounding the op m g p AND RESCUE OPENING PER SECTION R310. (Egress window & window well) enclosure that is useable solely for vehicle parking, building access or limited storage provided that such enclosure is not built so as to render the building R502.2.2 Blocking and subflooring. Blocking for fastening panel edges or fixtures shall be a minimum of utility grade lumber. Subflooring shall be wood F"� or structure in violation of this section. R310.1 Emergency escape and rescue opening required. Basement shall have not less than one operable emergency escape and rescue opening. structural panels as specified in Section 503.2. Freblocking shall be of any grade lumber. TABLE R301.2(1) a rescue o enin s shall have a net clear o enin of not less than 5.7 s uare feet. The net clear R 322.1.6 Protection of mechanical, plumbing and electrical systems. Electrical systems, equipment and components; heating, ventilating, air conditioning; plumbing R502.4 Joists under bearing partitions: Provide 2x full depth blockin 0 48" o.c. max. where beam is not located under wall to allow for i in CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA R310.2.1 Minimum opening area. Emergency and einc p p g p 9 q 9 p p e or vents. O height opening shall be not less than 24 inches and the net clear width shall be not less than 20 inches. R321�aces and plumbing fixtures; duct systems; and other service equipment shall be located at or above the elevation required in Section R322.2 or 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 ^^ , SUBJECT TO DAMAGE FROM WINTER ICE BARRIER Air Mean R310.2.2 Window sill her ht. Where a window is rovided as the emergency escape and rescue opening, it shall have a sill height of not more than 44 inches P-4 GROUND Wind Design SEISMIC FLOOD 9 P Exce tion: Locatin electricals stems, a ui ment and com onents; heatin , ventilatin , air conditioning; lumbin a liances and plumbing fixtures; duct on masonry or concrete or alternatively, the ends of joist shall be supported on a 1"x4" ribbon strip and shall be nailed to adjacent stud. L~L.I F"�'�1 DESIGN UNDERLAYMENT Freezing Annual above the floor• where the sill her ht is below rade, it shall be rovided with a window well in accordance with Section R310.2.3. P 9 Y q P P 9 9 P 9 PP SNOW SPEED To o ra hical S ecru) Wind DESIGN FROST LINE HAZARDS 9 9 P s••stems• and other service a ui ment is ermitted below the elevation re uired in Section R322.2 or R322.3 rovided that the 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 attachmernt to band or rim joist. (q P 9 P P TERMITE DECAY TEMP REQUIRED Index Temp r q P P q P Y LOAD m h Effects Wind bourne CATEGORY WEATHERINIG DEPTH R310.2.3 Window wells. The horizontal area of the window well shall be not less than 9 square feet with a horizontal projection and width of not less than 36 revent water from enterin or accumulatin within the com onents and to resist h drostatic and h drod namic loads and stresses, includin the effects of R502.8.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural com osite lumber structural lue-[laminated members ( P ) inches. The area of the window well shall allow the emergency escape and rescue opening to be fully opened. P 9 9 P y Y y 9 P 9 ❑ Region Debris 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 1-joists are prohibited except where permitted by the manufacturer's recommemdations or as shown on these ep zone R310.2.3.1 Ladder and steps. Window wells with a vertical depth greater than 44 inches shall be equipped with a permanently affixed ladder or steps usable with below the required elevation provided that they conform to the provisions of the electrical part of this code for wet locations. drawings. V J the window in the fully open position. Ladders or rungs shall have an inside width of not less than 12 inches, shall project not less than 3 inches R 322.1.7 .Protection of water su I and sanito sewn a stems. New and re lacement water su I s stems shall be desi ned to minimize or eliminate infiltration R502.11.1 Wood Truss Desi n. Wood trusses shall be desi ned in accordance with a roved en ineerin r tice 20 14o NO ( ) SEVERE MODERATE SLIGHT TO 10 PPY ry 9 sY P PPY Y 9 9 9 pp g g p ac & be preparecd by a registered truss design ❑ w e 36" TO HEAVY MODERATE Degrees Yes X 1500 from the wall and shall be spaced not more than 18 Inches on center vertically for the full height of the window well. of flood waters into the system in accordance with the plumbing provisions of this code. professional where required by the statues of the jurisdiction in which the project is to be constructed. O R310.2.3.2 Drainage. Window wells shall be designed for proper drainage by connecting to the building's foundation drainage system required by Section R405.1 R 322.1.8 Flood-resistant materials. Building materials and installation methods used for flooring and interior and exterior walls and wall coverings below the elevation or by an approved alternative method. - 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 Ex osure cate o Exception: A drainage system for window wells is not required where the foundation is on well-drained soil or sand-gravel mixture soils in accordance R 322.2.2 Enclosed area below design flood elevation. Enclosed areas, including crawl spaces, that are below the Section R506 Concrete Floors (On Ground) IP P 9 ry' with the United Soil Classification System, Group I soils, as detailed in Table R405.1. 1. Exposure B. Urban and suburban areas, wooded areas or other terrain with numerous closely spaced obstructions having the size of single family dwellings design flood elevation shall: R506.1 Concrete slab on grades to be min ons ti inches thick. r ) or larger. Exposure B shall be assumed unless the site meets the definition of another exposure. R311.6 Hallways: min. 36" clear width. R506.2.2 Base. A 4 inch thick base course consisting of clean graded sand, gravel, crushed stone, crushed concrete or crwshed blast-furnace slag passing V t. Be used solely for parking of vehicles, building access or storage. a 2-inch sieve shall be placed on the prepared subgrade where the slab is below grade. � osure C• 0 en terrain with scattered obstructions having a height less than 30 feet extending more than 1500 feet. Exposure D extends downwind R311.7 Stairways 2. Exp P 2. Be provided with flood openings that meet the following criteria and are installed in accordance with Section R322.2.2.1: Exception: Abase course is not required where the concrete slab is installed on well-drained or sand-gravel mixtwre soils classified as Group I 6 0 feet from the artiall obstructed area. Includes flat open country and grassland. R311.7.1 Width. Stairways shall be not less than 36 inches in clear width at all points above the permitted handrail height and below the required headroom F- O P Y 'ncludin treads and landin s shall be not less than 31 inches where a 2.1 The total net area of non-egineered openings shall be not less than 1 square inch for each square foot of enclosed area where the enclosed area according to the United Soil Classification System in accordance with Table R405.1. Q 3. Exposure D. Flat, unobstructed areas exposed to wind flowing over open water for a distance of not less tan 5000 feet. Exposure D extends downwind 600 height. The clear width of the stairway at and below the handrail height, r g 9 , is measured on the exterior of the enclosure walls. R506.2.3 Vapor retarder. A 6-mil (0.006 inch) polyethylene or approved vapor retarder with joints lapped not less than 6 imches shall be placed between ~ feet from the unobstructed area. handrail is installed on one side of 27 inches where handrails are provided on both sides. R 322.2.2.1 Installation of o enin s. The walls of enclosed areas shall have o enin s installed such that: P 9 P 9 the concrete floor slab and the base course or the prepared subgrade where no base course exists. The vapor retarder is not required for Garages, ( ) R311.7.2 Headroom. The headroom in stairways shall be not less than 6 feet 8 inches. �- v 1 Sto Hei ht. The wind rovisions of this code shall apply to buildings with story heights not exceeding 11 feet 7 inches and the laterally unsupported R311.7.3 Vertical rise. A flight of stairs shall not have a vertical rise larder than 151 inches (12.58') between floor levels or landings. 1. There shall be not less than two openings on different sides of each enclosed area; if a building has more than one enclosed area below the design utility buildings and other unheated accessory structures. R30 .3 ry g P bearing wall stud height permitted by Table R602.3(5). Individual walls or wall studs shall be permitted to exceed these limits as permitted by Chapter 6 R311.7.5.1 Risers. The riser her ht shall be not more than 8 1 4 er su lement. flood elevation, each area shall have openings. W n foot above the hi her of the final interior rade or floor and the finished xterior rade rovisions, provided that story heights are not exceeded. An engineered design shall be provided for the wall or wall framing members where the limits of 9 / P PP 2. The bottom of each opening shall be not more tha 1 g g e q Section R602 Wood Wall Framing D p R311.7.5.2 Treads. The tread depth shall be not less than 9 inches per supplement. immediately under each opening. R602.3 Design and construction. Components of exterior walls shall be fastened in accordance with Tables R602.3 1) throw h R602.3 4. Wall sheathin Cha ter 6 are exceeded. Where the story height limits of this section are exceeded, the design of the building, or the noncompliant portions thereof, to nd of more than 1 inches shall be rovided on stairwa s with solid risers. enin s shall be permitted to be installed in doors and windows; doors and windows without installed openings do not meet the requirements of this ( 9 ( ) g U P R311.7.5.3 Nosings. A nosing projection not less than 3/4 inch a n p Y P 9 shall be fastened directly to framing members and shall confirm to the requirements of Table R602.3(3). resist wind loads shall be in accordance with the Building Code. section. O R311.7.8 Handrails shall be provided on not less than one side of each flight of stairs with four or more risers. ❑ Section R30 .2 Item 1 or 2. The common R311.7.8.4 Continuity. Handrails for stairways shall be continuous for the full length of the flight with winders, at landings, or over lowest tread. R 322.3 Coastal high-hazard areas (including V Zones and Coastal A Zones, where designated) Elevation requirements. R302.2 Townhouses. Common walls separating townhouses shall ut assigned o fire cresistance rating in accordance with 2 1• Buildings and structures erected within coastal high-hazard areas and coastal A Zones, shall be elevated so that the bottom of the lowest horizontal wall shared by two townhouses shell be constructed without plumbing or mechanical equipment, ducts or vents in the cavity of the common wall. The wall Exceptions: shall be rated for fire ex sure from both sides and shall extend to and be tight against exterior walls and the underside of the roof sheathing. Electrical 1. Handrails shall be permitted to be interrupted by a newel post at the tum, structural members supporting the lowest floor, with exception of piling, pile caps, columns, grade beams and bracing, is elevated to or above the base Po TABLE R602.3 FASTENING SCHEDULE installations shall be in accordancer with Cha ters 34 through 43. Penetrations of the membrane of common walls for electrical outlet boxes shall be in R311.7.10.1 Spiral Stairways. Spiral stairways are permitted provided that the clear with at and below the handrail is not less than 26 inches and the walkline Poor elevation plus 1 foot or the design flood elevation, whichever is higher. P 2• Basement floors that are below grade on all sides are prohibited.R 322.3.3Foundations. Buildings and structures erected in coastal high-hazard areas accordance with Section R302,4. 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 1. Where a fire sprinkler system in accordance with Section P2904 is provided, the common wall shall be not less than a 1-hour fire-resistance-rated wall rise shall not be more than 91 inches. Headroom shall not be less than 6 feet 6 inches. and Coastal A Zones shall be supported on pilings or columns. LSC i FASTENING (a,b,c,d assembly tested in accordance with ASTM E 119 or UL 263. R 311.8 Ramps. er Ire s rinkler s stem in accordance with Section P2904 is not provided, the common wall shall be not less than a 2-hour-resistance-rated wall Section R325 Mezzanines 1. BLOCKING BETWE JOISTS OR RAi'ERS TO TOP PLATE THREE 8 COMMON. TOE NAIL 2. Wh e a f p y R 311.8.1 Maximum slope. Ramps serving the egress door required by Section R 311.2 shall have a slope of not more than 1 unit vertical in 12 units 2. CEILING JOISTS TO TOP PLATE THREE 8D COMMON. TOE NAIL assembl tested in accordance with ASTM E 119, UL 263, or section 703.3 of the Building Code. II ve a maximum slo of 1 unit vertical in 8 units horizontal 12.5 ercent. Exce tion: 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 Y horizontal (8.3 percent slope). All other ramps sha ha P ( P ) P 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) 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 they are located. The enclosed portion of a room shall not be included in a determination of the floor area of the room in which the mezzanine is OVER PARTITIONS .. r_ � � ti ,, w °� EXTERIOR WALLS horizontal (12.5 percent). located. MINIMUM MINIMUM FIRE R 312.1 Guardrails: Porches, balconies, and stair landings 30" above floor or grade to be installed with 36" high railings, balusters not to allow passage of a 4. CEILING JOIST TO PARALLEL RAFTERS + LAPS TABLE R802.5.1(9) FACE NAIL ¢ cMy N N ri r� `o c°'•, �; `° R 325.4 Means of egress. The means of egress for mezzanines shall comply with the applicable provisions of Section R311. 0 � N N c'i C0 co ri ori s here 4 inches or more in diameter. 5. COLLAR TIE TO RAFTERS THREE tOD EACH FACE NAIL EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE P 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 6. RAFTER OR ROOF TRUSS TO PLATE FIRE-RESISTANCE RATED 1 HOUR 0 feet R 312.2.1 Vindow sills. In dwelling units, where the top of the sill of an operable window opening is located less than 24 inches above the finished floor and and posts. WALLS NOT FIREI RESISTANCE R1TED 0 HOURS >_5 feet greater than 72 inches above the finished grade or the other surface below on the exterior of the building, the operable window shall comply with one THREE 10D COMMON 2 ON SIDE + 1 ON OTHER TOE NAIL Exceptions: 7. ROOF RAFTERS TO RIDGE, VALLEY OR HIP THREE 10D COMMON. TOE NAIL PROJECTIONS FIRE-RESISTANCE RATED 1 HOUR ON THE UNDERSIDE z2 feet to <5 feet of the following: 1. Operable windows with opening that will not allow a 4 inch diameter sphere to pass through the opening where the opening is in its largest opened 1. Mezzanines or portions thereof are not required to be open to the room in which they are located, provided that the aggregate floor area of the RAFTERS TWO 16D COMMON. END NAIL enclosed space is not greater than 10 percent of the mezzanine area. 8. STUD TO STUD (NO AT BWP) 16D COMMON AT 24"O.C. FACE NAIL TABLE R302.1(2) position. 2. In buildings that are not more than two stories above grade plane and equipped throughout with an automatic sprinkler system in accordance with EXTERIOR WALLS- DWELLINGS WITH FIRE SPRINKLERS 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F 2090. 9. STUD TO STUD (AT BRACED WALL PANEL) 16D COMMON AT 16"O.C. FACE NAIL MINIMUM MINIMUM FIRE 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Section R313, a mezzanine shall not be required to be open to the room in which the mezzanine is located. 10. BUILT UP HEADER, TWO PIECES 16D COMMON AT 16"O.C. ALONG EACH EDGE FACE NAIL EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE R312.2.2 1lrndow opening and control devices. Window opening control devices shall comply with ASTM F 2090. The window opening control device, after R401.4.1 In lieu of a complete geotechnical evaluation footings shall be placed on rock, sand gravel and/or gravel, sand, silty sand, clayey sand, silty gravel or 11. CONTINUOUS HEADER TO STUD FOUR 8D COMMON. TOE NAIL iii z cn cn FIRE-RESISTANCE RATED 1 HOUR 0 feet operation to release the control device allowing the window to fully open, shall not reduce the net clear opening area of the window unit to less than clayey gravel with a presumptive design load bearing value of 2,000 PSF. Do not place footings on soil that consists primarily of clay or silt or have z z z 0 z z Z u) w u� WALLS NOT FIRE-RESISTANCE RATED o HouRs 3 feet the area required by Section R310.2.1. any inorganic material or fill. 12. TOP PLATES TO TOP PLATE 16D COMMON ® 16"0/C FACE NAIL 0 0 O ►= 0 O Z u1 U5 U a in to g a s TABLE R402.2 Concrete: A 28 day minimum compressive strength (f'c) is required at the following locations: 13. DOUBLE TOP PLATES SPLICE 8-16D COMMON FACE NAIL > > > w > > a a o 0 -esistance-rated wall or assembl se aratin townhouses shall be continuous from the foundation to the underside of the roof sheathing, Section R313 Automatic Fre Sprinkler Systems 2. Basement walls exposed to weather: 3000 psi plus 5 to 7% air entrainment ON EACH SIDE OF END JOINT (24'MIN LAP SPICE R302.2.3 Continuity. The firer y p 9 deck or slab. The fire-resistance rating shall extend the full length of the wall or assembly, including wall extensions through and separating attached enclosed R313.1 Townhouse automatic fire sprinkler systems. Townhouses having a height of three stories above grade plane shall be equipment throughout with an 3. Porch slabs, steps, and garage slabs: 4000 psi plus 5 to 7% air entrainment ' a a a w a o: m v v v • LENGTH EACH SIDE OF END JOINT) assessor structures. automatic sprinkler system. R 403.1.4.1 Frost protection: Bottom of all footings to be at least 36" below grade. 14. BOTTOM PLATE TO JOIST OR BLOCKING (NOT AT BWP) 16D AT 16"O.C. FACE NAIL `o R302.2.4 Parapets for townhouses. R313.1.1 Design and installation. Automatic residential fire sprinkler systems for townhouses shall be designed and installed in accordance with Section P2904 0 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 parapet shall extend not less than 30 inches above the roof surfaces. or NFPA 13D. ne nd two famil dwellin s havin a hei ht of three stories above rade shall be a ui ed R 403.1.3.6 Isolated concrete footings. In detached one and two family dwellings that are three stories or less in height and constructed with stud bearing walls, 16. TOP OR BOTTOM PLATE TO STUD TWO 16D COMMON. END NAIL N R313.2 One and two family dwellings automatic fire systems. 0 a y g g g 9 q PP 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 isolated plain concrete footings supporting columns or pedestals are permitted. 0 and the roof deckin or sheathin is of noncombustible materials ora roved fire-retardant-treated wood for a distance of 4 feet on throughout with an automatic sprinkler system. FOUR 8D COMMON. TOE NAIL ASTM E 108 or UL 79 g g PP ire s rinkler s stems shall be desi ned and installed in accordance with Section P2904 or NFPA 13D. R 403.1.6 Foundation Anchorage: Wood sole plates at exterior walls on slabs and all wood foundation wall sill plates shall be anchored with� inch diameter each side of the wall or walls or one layer of 5/8 inch Type X gypsum board is installed directly beneath the roof decking or sheathing, supported by not less R313.2.1 Design and installation. Automatic residential f p y g anchor bolts spaced as shown on the plans and details. Bolts shall extend a minimum of 7 inches into concrete and located in the middle third of 17. TOP PLATES, LAPS AT CORNERS + INTERSECTION 2-16D COMMON FACE NAIL than nominal 2 inch 51 mm led ers attached to the sides of the roof framing members, for a distance of not less than 4 feet on each side of the wall or the width of the plate. A nut and washer shall be tightened on each anchor bolt. There shall be a minimum of two bolts per plate section and 21. JOIST TO SILL, TOP PLATE, OR GIRDER THREE 8D COMMON. TOE NAIL V) ( ) 9 Balconies and decks. S nnkler rotection shall be rovided for exterior balconies, decks and round floor atios of dwellin units where the H walls and any openings or penetnitions in the roof are not within 4 feet of the common walls. P P P 9 P 9 located not more than 12" or less than 3.5" from the end of each plate section. Plates shall be protected against decay and termites. 22. RIM JOIST OR BLOCKING TO SILL OR TOP PLATE 8D COMMON 0 6"0 C TOE NAIL Z W 3. A parapet is not required when.- roof surfaces adjacent to the wall or walls are at different elevations and the higher roof is more than 30 inches above the building is of Type V construction. Sidewall sprinklers that are used to protect such areas shall be permitted to be located such that their / lower roof. The common wall construction from the lower roof to the underside of the higher roof deck shall have not less than a 1-hour fire-resistance deflectors are within 1 inch to 6 inches below the structural members and a maximum distance of 14 inches below the deck of the 27. BUILT UP GIRDERS AND BEAMS (2X LUMBER) 20D COMMON AT 32"O.C. T&B STAGGERED FACE NAIL AT EACH LAYER rating. The wall shall be rated for exposure from both sides. exterior balconies and decks that are constructed of open wood joist construction. U R302.2.6 Structural independence. Each individual townhouse shall be structurally independent. 28. 2X LEDGER THREE 16D COMMON AT EACH JOIST OR RAFTER. FACE NAIL f1 TABLE R404.1.2(1) O O m Exceptions: Section R314 Smoke Alarms Minimum Horizontal Reinforcement for Concrete Basement Walls 31. WOOD STRUCTURAL PANELS: SUBFLOOR, 6D COMMON (WALL) 6" o/c at edges and J 1. Foundations supporting exterior walls or common walls. R314.1 General. Smoke alarms shall comply with NFPA 72 and Section R314. ROOF, AND WALL SHEATHING TO FRAMING 8D COMMON (ROOF) 12"o/c at interior W � o 5. Townhouses separated by a common wall as provided in Section R302.2, Item 1 or 2 R314.1.1 Listings. Smoke alarms shall be listed in accordance with UL 217. Combination smoke and carbon monoxide alarms shall be listed in accordance MAXIMUM UNSUPPORTED 8D COMMON (SUBFLOOR) supports (see note f) W w u HEIGHT OF BASEMENT LOCATION OF HORIZONTAL REINFORCEMENT ,___] R302.3 Two-family dwellings. Dwelling units in two-family dwellings shall be separated from each other by wall and floor assemblies having not less than a 1-hour with UL 2034. WALL (FEET) ❑ a. All nails are smooth-common, box or deformed shanks except where otherwise stated. Nails used for framing and sheathing Z U o fire-resistance ratin where tested in accordance with ASTM E 119 or UL 263 or section 703.3 of the Building Code. Fre-resistance-rated floor/ceiling and R314.3 Location. Smoke alarms shall be installed in the following locations. 58 ONE NO. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY connections shall have minimum average bending yield strengths as follows: 80 ksi for shank diameter of 0.192" (20d common nail), 9 AND ONE NO. 4 BAR NEAR MID- HEIGHT OF THE WALL STORY wall assemblies shall extend to and be tight against the exterior wall, and wall assemblies shall extend from the foundation to the underside of the roof 1. In each sleeping room. 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. � 4 sheathing. 2. Outside each separate sleeping area in the immediate vicinity of the bedrooms. ONE N0. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY d. 4-foot-by-8 foot or 4 foot by 9 foot panels shall be applied vertically Exceptions: 4. Smoke alarms shall be installed not less than 3 feet (914 mm) horizontally from the door or opening of a bathroom that contains a bathtub or '8 AND ONE NO. 4 BAR NEAR THIRD POINTS IN THE WALL STORY f. Intermediate supports shall be spaced 6 inches on center for a minimum of 48 inch distance from ridges, eaves and gable end W ° 1.A fire-resistance rating of % hour shall be permitted in buildings equipped throughout with an automatic sprinkler system installed in accordance with NFPA shower. walls and 4 inches on center to gable end wall framing. ❑ 13. R314.3.1 Installation near cooking appliances. Smoke alarms shall not be installed in the following locations unless this would prevent placement of a smoke I ❑ R302.3.1 Supporting construction. Where floor assemblies are required to be fire-resistance rated by Section R302.3, the supporting construction of such assemblies alarm in a location required by Section R314.3. TABLE R404.1.2(8) Minimum Vertical Reinforcement for 8, 10 and 12 inch Concrete Basement Walls W shall have an equal or greater fire-resistance rating. 1. Ionization smoke alarms shall not be installed less than 20 feet (6096 mm) horizontally from a permanently installed cooking appliance. R302.5.1 Opening Protection. Honeycomb-core steel doors not less than 1 3/8 inches thick, or 20 minute fire-rated doors, equipped with a self-closing device. Doors 2. Ionization smoke alarms with an alarm-silencing switch shall not be installed less than 10 feet (3048 mm) horizontally from a permanently installed MINIMUM VERTICAL REINFORCEMENT BAR uJ � from ora a into habitable s ace: 45 min. fire rated with self - closin device or automatic - closin device. 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 9 9 P 9 9 cooking appliance. wall studs at 16 inches on center with a maximum height of 10 feet shall support a maximum of two floor plus roof/ceiling assembly. Exceptions: � inimum MAXIMUM UNSUPPORTED MAXIMUM UNBALANCED DESIGN LATERAL SOIL PRESSURE OF 0 0a R302.5.2 Duct Penetration. Ducts in the 5arage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a m 3. Photoelectric smoke alarms shall not be installed less than 6 feet (1828 mm) horizontally from a permanently installed cooking appliance. Where designed by in accordance with accepted engineering practice or where the ultimate design wind speed is less than or equal to 130 mph, No. 26 gage sheet steel or other approved material and shall not have openings into the garage. WALL HEIGHT BACKFILL HEIGHT 45 PSF PER FOOT OF DEPTH 4. R 314.4 Interconnection. Where more than one smoke alarm is required to be installed within an individual dwelling unit in accordance with (FEET) (FEET) Do not backfill with any soil containing silt or clay. 2X6 2 grade studs supporting a roof load with not more than 6 feet of tributary length shall have a maximum wall height of 18 feet when � � J R302.6 Dwelling-garage fire separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Section R314.3, the alarm devices shall be connected in such a manner that the actuation of one alarm will activate all of the alarms in the ( ) spaced at 16 inches on center and 20 feet where spaced at 12 inches on center. Z Attachment of gypsum board shall comply with Table R702.15. The wall separation provisions of Table R302.6 shall not apply to garage walls that are WALL THICKNESS INCHES car individual dwelling unit. 8 10 12 R602.3.2 Top plate. Wood stud walls shall be copped with a double top plate installed to provide overlapping of comers and intersections with bearing (� o � perpendicular to the adjacent dwelling unit wall. 8 7 NR NR NR partitions. End joints in top plates shall be offset not less than 24 inches. Joints in plates need not occur oveir studs. Plates shall be not less � . ... ........... ...I... TABLE R302.6 Garage walls: 5/8 inch type X gypsum board on garage side, 1/2 inch type X gypsum board on opposite wall side at habitable areas. Garage ceiling: 5/8 Section R315 Carbon Monoxide Alarms than 2 inches nominal thickness and have a width not less than the width of the studs. W / TER type X gypsum board s a s ® 41 NR NR ❑ . G\S F R315.1 General. Carbon monoxide alarms shall be rovided in accordance with section 915 of the Fre Code of NYS. 10 9 6 0 41 5 ® 22 NR R602.6 Drilling and notching of dimensional lumber to conform to sections R602.6, R602,6.1, and figure R602.6(1). Notchiing & bored hole limitations for R302.9 Flame Spread & Smoke Density Index. R309.2.1: Wall & ceRng finishes shall have a flame spread classification of not greater than 200. R30.9.2: Wall & Ceiling P ROBE finishes shall have a smoke developed index of not greater than 450. Tested in accordance with ASTM E84 or UL 723. 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 U �N T 0 framing to accommodate piping. 16 gage and 1.5 inch wide metal tie fastened across and to the plate at each side of the notch with 8-10d nails F- / C�� Z" �, °x, y MR denotes no reinforcing required. Q r' _r' 7, � R302.11 Fre blocking shall be provided in wood-framed construction in the following locations: each side. Follow manufacturers specifications for engineered products. (figure R602.6.1) I G m 1. In concealed spaces of stud xalls and partitions, including furred spaces and parallel rows of studs or staggered studs, as follows: Locate vertical bars 1Y" clear from inside face of walls. The center of bars shall not vary from this by more than inch. e":T m n: 1.1 Vertically at the ceiling and floor levels. U l� `' Y 1.2 Horizontally at intervals n>t exceeding 10 feet. < 2. At interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. ° 1 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. ❑ p 70 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 Ew- O0 products of combustion. The material filing this annular space shall not be required to meet the ASTM E 136 requirements. 5. For the fire blocking of chimneys and fireplaces, see Section R1003.19. JOB MBER 6. Fre blocking of cornices of a two-family dwelling is required at the line of dwelling unit separation. 1 R302.11.1 Freblocking materials. Except as provided in Section R302.1, Item 4, fireblocking shall consist of the O 1 O O `w following materials. 1. Two-inch nominal lumber. P 1 NIT 3 9 Q 2. Two thicknesses of 1" nominal lumber with broken la oints. T T�TIT � o T T U SHEET NUMBER 3. One thickness of 23/32 inch wood structural panels with joints backed by 23/32 inch wood structural panels. �`JI 1 v �<.JI = 4. One thickness of 3/4 inch particleboard with joints backed by 3/4 inch particleboard. a- 5. One half inch gypsum board. T r Z 6. One quarter inch cement based it or las M O D�j T M O , ! �-N T 7. Batts or blankets of mineral v�ool or glass fiber or other approved materials installed in such a manner as to be securely retained in place. LL LLL W COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED TRUSS IDENTIFICATION SIGN � 4) TABLE R602.3(3) Z Z Re uirements 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, crowlspace walls and the perimeter of P2607.2 Pipes penetrating exterior walls. Where a pipe penetrates an exterior wall, waterproof seal shall be made on the exterior of the wall by one of the following PART 1265. RESIDENTIAL STRUCTURES WITH TRUSS W q 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, PREMENGINEERED WOOD MINIMUM NAIL PANEL NAIL ULTIMATE DESIGN The rotective coverin shall cover the ex osed exterior insulation and extend not less than 6 inches (153 mm) below grade. 1. A waterproof sealant applied at the joint between the wall and the pipe. CONSTRUCTION AND OR TIMBER CONSTRUCTION ? 1P WIND SPEED V ult P 9 P 2. A flashin of an a roved elastomeric material. 6" DIA. U m 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 9 PP REFLECTIVE RED 3 MINIMUM MINIMUM MAXIMUM WALL 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 `��� WOOD NOMINAL PANEL STUD SPACING damage, the tank shall be installed in a pan constructed of one of the following: PANTONE (PMS) #187 0 V � SIZE PENETRATION STRUCTJRAL THICKNESS (INCHES) WIND EXPOSURE TABLE N1102.1.2 (R402.1.2) (INCHESI PANEL SPAN (INCHES) EDGES FIELD CATEGORY 1. Galvanized steel or aluminum of not less than 0.0236 inch (0.6010 mm) in thickness. Z ^ 1 Z 2 RATING (INCHES O.C.) (INCHES O.C.) Insulation and fenestration Requirements by Component \ / `,V 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 O " o rn 2 3. Other a roved materials. �� a Sd ZONE n U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE & SPACE PP U ■� W o- rn COMMON 1.75 24/1 a 7/16 16 6 12 170 140 135 U-FACTOR SHGC R-VALUE R-VALUE R-VALUE DEPTH WALL A plastic pan installed beneath a gas-fired water heater shall be constructed of material having a flame spread index of 25 or less and a smoke developed EFLECTIVE R-VALUE index of 450 or less when tested in accordance with ASTM E84 or UL723. R602.3.5 Braced wall panel uplift load path. Braced wall panels located at exterior walls that support roof rafters or trusses (including stories below top 4 ExCEPT WHITE W N Z story) shall have the wall sheathing and fasteners designed to resist combined uplift and shear forces in accordance with accepted engineering MARINE 0.32 0.55 0.40 49 20 OR t3+5h 8/13 19 10/13 10,2 ft 10/13 -� " U -� v,�Z - practice. Section T101 Scope Z U �•� 6 0) N1102.2.2 (R402.2.2) Ceilings without attic spaces. Where section N1102.2 would require insulation levels above R-30 and the design of the roof/ceiling assembly does T101.1 General. The provisions shall be applicable for new construction where solar-ready provisions are required. 1/2" 1/4" O i n C "' R802.11 Rafter or truss uplift force. not allow sufficient space for the required insulation, the minimum required R-value for such roof/ceiling assemblies shall be R-30. The insulation shall TRUSS IDENTIFICATION SIGN STROKE `� U = , "o c in 130m 'h wind s eed. Roof itch > 5 12 Exposure 6 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 ❑ I` w For rafters at 16 / p P P / U M San ft 12 18 24 28 32 36 42 48 N1102.1.2 shall be limited to 500 sf (46 m:) or 20 percent of the total insulated ceiling area, whichever is less. Solar-Ready Zone. A section or sections of the roof or building overhang designated and reserved for the future installation of a solar 9GNS IDENTIFYING THE EXISTANCE OF TRUSS CONSIRUC110N SHALL CONSISTS OF A GRCLE 6'IN r p ( ) hotovoltaic or solar thermals tem. DIAMETER,WITH A STROKE WIDTH OF 1/2".THE SIGN BACKGROUND SHALL BE REFLECTIVE WHITE IN � M Uplift Force # 117 149 182 203 226 247 281 314 N1102.2.4 (R402.2.4) Access hatches and doors, Access doors from conditioned spaces to unconditioned spaces such as attics and crawl spaces shall be P Ys CO Increase x1.09 for pitch < 5/1i!. 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 GRCLE AND CONTENTS SHALL BE REFLECTIVE RED IN COLOR,CONFORMING TO PANTONE (� Exception: vertical doors that provide access from conditioned to unconditioned spaces shall be permitted to meet the fenestration requirements of Table Section T103 Solar-Ready Zone MATCHING SYSTEM(PMS)1187. _ R702.3.5.1 Screw fastenin . 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 g THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BY AFFIXED TO THE ELECTRICAL BOX ATTACHED and shall enetrate the wood not less than 5/8 inch. N1102.2.8 (R402.2.8) Floors. Floor framing-cavity insulation shall be installed to maintain permanent contact with the underside of the subfloor decking. T103.3 Solar-ready zone area. The total solar-ready zone area shall be not less than 300 square feet (27.87 m2) exclusive of mandatory access or set back TO THE EXTERIOR OF THE RESIDENTIAL STRUCTURE: PROVIDED,HOWEVER,THAT: IS AFFIXING THE SIGN OR P - ei h bove rade lane and with R7 02.4 Ceramic Tile. N1102.2.9 R402.2.9 Basement walls. Walls associated with conditioned basements shall be insulated from the top of the basement wall down to 10 feet (304$ mm) areas as required by the International Fire Code. New multiple single family dwelling (townhouses) three stories or less in h g t a g p SYMBOL TO THE ELECTRICAL BOX WIX1LD OBSGIRE ANY METER ON THE ELECTRIC 80X,OR IF THE U11UTY 2 - II ile in tub and shower areas and wall anels in shower area shall be of materials listed in Table R702.4.2, r he 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 m) per dwelling shall have a solar ready zone area of not less than 150 square feet PRONDING ELEC11tICAl SERNCE TO THE RESIDENTIAL STRUCTURE DOES NOT ALLOW THE SIGN OR SYMBOL R702.4.2 Backer boards. Materials used as backers for wa t P below grade o tot , and installed in accordance with the manufacturer's recommendations. is insulated in accordance with Section N1102.1.2 and N1102.2.8. (13.94m2). The solar-ready zone shall be composed of areas not less than 5 feet (1.52m) in width and not less than 80 square feet (7.44 m2) exclusive TO BE AFFIXED TO THE ELECTRICAL BOX,THE SIGN OR SYMBOL SHALL BE AFFIXED TO THE EXTERIOR N1102.4.2 (R402.4.2) Fireplaces. New wood-burning fireplaces shall have tight-fitting flue dampers or doors, and outdoor combustion air. Where using tight-fitting of access or set back areas as required by the International Fire Code. WALL OF THE RESIDENIIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRICAL BOX.THE TABLE R702.4.2 doors on factory-built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. T103.4 Obstructions. Solar-ready zones shall be free from obstructions, including but not limited to vents, chimneys, and roof-mounted equipment. 9GN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED PRIOR TO THE ISSUANCE OF A CERTIFICATE Z OF OCCUPANCY OR A CERTIFICATE OF COMPLIANCE O Backer Board Materials T103.7 Roof load documentation. The structural design loads for roof dead load and roof live load shall be clearly indicated on the construction documents. 0 MATERIAL STANDARD TABLE N1 102.4.1.1 (R402.4.1.1) T103.9 Electrical service reserved s ace. The electrical service anel shall have a reserved s ace to allow installation of a dual ole circuit breaker for future solar WOOD ROOF TRUSS SPECIFICATIONS: U GLASS MAT GYPSUM BACKING PANEL ASTM C 1178 Air Barrier and Insulation Installation electric installation and shall be labeled 'For Future Solar Electric% The reserved spae shall be positioned at the opposite (load) end from the input feeder ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE BUILDING CODE. � FIBER REINFORCED GYPSUM 'PANELS ASTM C 1278 location or main circuit location. NONASBESTOS FIBER-CEMENT BACKER BOARD ASTM C 1288 OR ISO 8336, CATEGORY C GENERAL REQUIREMENTS A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE BUILDING ENVELOPE. IY4IJ:;. 5/S INCH THICK ROOF SHEATHING IS TO BE USED, WHEN ROOF TRUSSES ARE SPECIFIED AS THE ROOF FRAMING MEMBERS. NONASBESTOS FIBER MAT REINFORCED CEMENTITIOUS BACKER UNITS ASTM C 1325 THE EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINUOUS AIR BARRIER. 0 BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. E 3901.7 Outdoor outlets. A water proof outlet is required for any size, deck, porch, or balcony that is accessible from inside dwelling unit. At least one installed at 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: Z CEILING ATTIC THE AIR BARRIER IN ANY DROPPED CEILING SOFFIT SHALL BE ALIGNED WITH THE INSULATION AND ANY the front and back of dwelling units. O TABLE R703.8.1 / / D (EQUATION ATION U GAPS IN THE AIR BARRIER SEALED. E 3901.9 Garage Outlets. Garage receptacle, outlets must be serviced by a separate branch circuit that does not supply other outlets. At least one receptacle outlet D + L (EQUATION 16-9) Allowable Spans for steel lintels supporting masonry veneer ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE WALL DOORS TO UNCONDITIONED ATTIC SPACES SHALL is required for each car space in a garage. Of BE SEALED. D + S (EQUATION 16-10) O SIZE OF STEEL ANGLE NO STORY ONE STORY two sroRlEs E 3902.14 Location of GFCI outlets. All GFCI outlets must be placed in readily accessible locations. D + .6W (EQUATION 16-12) SIZ (inches) ABOVE ABOVE ABOVE WALLS THE JUNCTION OF THE FOUNDATION AND THE SILL PLATE SHALL BE SEALED. D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) � THE JUNCTION OF THE TOP PLATE AND THE TOP OF THE EXTERIOR WALLS SHALL BE SEALED. O /M� L3x3x1/4 6'-0" 4'-s" 3'-0" KNEE WALLS SHALL BE SEALED. D = DEAD LOAD, L = LIVE LOAD, S = SNOW LOAD, W = LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30 OF Z (� ` 'V JJ L4x3x1/4 8'-0" 5'-0" 4'-6" 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 (101 MPH BASIC DESIGN WIND SPEED) IN EXPOSURE CATEGORY B. L5x3.5x5/16 1o'-o" 6'-0" 6'-0" DOORS SEALED. DESIGN LOADS: TABLE R301.7 RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS TCLOL =�20SPSFSPL S UNBALANCED SNOW LOADING, WINDLLOADINGSESAND ANY APPLICABLE SNOW DRIFTING OR BUILD UP LOADS AS REQUIRED BY ASCE7-10 , TCDL = 15 PSF, w L6x3.5x1/4 1a'-o" s'-s" 7'-0" FLOORS (INCLUDING ABOVE THE AIR BARRIER SHALL BE INSTALLED IN ANY EXPOSED EDGE OF INSULATION THE FOLLOWING LIVE LOADS: BCLL=IOPSF, AND BCDL = 10 PSF. PROVIDE ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. a. Long leg of the angle shall be placed in a vertical position. FLOORS)AND CANTILEVERED ALLOWABLE Roo.: STRUCTURAL MEMBER DEFLECTION c. Minimum bearing to be 6". SHAFTS, PENETRATIONS DUCTS SHAFTS, UTILITY PENTRATIONS, AND FLUE SHAFT OPENING TO EXTERIOR OR UNCONDITIONED GROUND SNOW LOAD 20PSF FROM FIGURE R301.2(6) TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75". I, SPACE SHALL BE SEALED. MINIMUM DISTRIBUTED LIVE LOAD PER TABLE R301.5 Rafters having slopes greater than L/180 � :r] R703.12 Adhered masonry veneer installation. Adhered masonry veneer shall comply with the requirements of Section R703.7.3. (FOR SOLAR READY ROOF DESIGN LOAD ADD: 24 POUNDS TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL INCLUDE THE R703.12.1 Clearances. On exterior stud walls, adhered masonry veneer shall be installed: GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE AND CONDITIONED SPACES. PER LINER FOOT DEAD LOAD FOR ROOF FRAMING) 3:12 with no finished ceiling attached FOLLOWING INFORMATION: (~� 1. Minimum of 4 inches (102 mm) above the earth RECESSED LIGHTING RECESSED LIGHT FIXTURES INSTALLED AT IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO t0 rafters 1. DEPTH, SLOPE(IF ANY), SPAN, AND SPACING. R703.12.2 noshin at foundation. A corrosion-resistant screed or flashing of a minimum 0.019 inch (0.48 mm) or 26 gage galvanized or plastic with a minimum THE DRYWALL, AIRTIGHT AND IC RATED. FLOORS: 40 PSF 2. LOCATION B ALL JOINTS. O 9 BALCONIES AND DECKS: 40 PSF Interior walls and partitions H/180 3. REQUIRED BEARING WIDTHS. vertical attachment flange of 3 % inches (89 mm) shall be installed to extend a minimum of 1 inch (25 mm below the foundation plate line on exterior SHOWER TUB ON THE AIR BARRIER INSTALLED AT EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS SHALL SEPARATE THEM ) EXTERIO WALL FROM THE SHOWERS AND TUBS. UNINHABITABLE ATTIC W/0 STORAGE: 10 PSF Floors and ceilin s w brittle finish L 360 4.1. TOP CHORD LNE LOAD OR SNOW LOAD. a � T 1 stud walls in accordance with Section R703.4. 9 / / 4.2. TOP CHORD DEAD LOAD. H9 R703.8.2.2. Support by roof construction. A steel angle shall be placed directly on top of the roof construction. The roof supporting construction for the steel angle shall ELECTRICAL/ PHONE BOX THE AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL OR COMMUNICATION BOXES OR AIR SEALED UNINHABITABLE ATTIC WITH STORAGE: 20 PSF ~ consist of not fewer than three 2 inch b 6 inch wood members for wood construction. A wood member abutting the vertical wall stud construction shall be ON EXTERIOR WALLS BOXES SHALL BE INSTALLED. HABITABLE ATTIC W FIXED STAIRS: 30 PSF All other structural members L/240 4.3. BOTTOM CHORD LNE LOAD. W y 4.4. BOTTOM CHORD DEAD LOAD. � anchored with not fewer than three 5/8 inch diameter by 5 inch lag screws to every wood stud spacing. Each additional wood roof member shall be Exterior Walls With plaster Or StucCO finish L/180 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. bove the lintel n ULTIMATE DESIGN WIND SPEED: 130 MPH FROM FIGURE R301.2(4)A 4.6. CONTROLLING WIND LOADS. m 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 a N1102.4.5 (R402.4.5) Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned a d hall be 12 feet 8 inches with max 7:12 roof itch. See figures R03.8.2.1 & R703.8.2.2. EXPOSURE CATEGORY: B FROM R301.2.1.4 Exterior WgllS With brittle finishes L/180 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. s P unconditioned spaces. All recessed luminaires shall be IC-rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 L/s) when tested 6. EACH REACTION FORCE AND DIRECTION. ❑ w ut and extendin SEISMIC DESIGN CATEGORY: f FROM FIGURE 301.2.2 (exempt L 180 7. JOINT CONNECTOR TYPE AND DESCRIPTION E.G. SIZE THICKNESS OR GAGE AND THE DIMENSIONED LOCATION OF EACH OI R703.8.4 Anchorage: Masonry veneer shall be anchored to the the supporting wall studs with corrosion resistant metal ties embedded in mortar or gra 9 in accordance with ASTM E 283 ata 1.57 psf (75Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the from seismic provisions of code per Exterior walls with flexible finishes / ( ) J NT CONNECTOR EXCEPT WHERE SYMMETRICALLY O into the veneer a minimum 1-1/2 inches, with not less than 5/8 inch mortar or grout cover to outside face. minimum tie size= 22 US gage. Minimum tie housing and the interior wall or ceiling covering. R301.2.2) LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. fastener = 8d common nail. Airspace= Nominal 1" between sheathing & veneer. EAch tie shall support not more than 2.67 square feet of wall area and ) P ( ry) P 9 Y 9 p 9 y g - Lintels supporting masonry veneer L/600 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. shall be s aced not more than 32" on center horizontally and 24 inches on center vertically. C402.4 (R402.4.6 Tenant Se oration Walls Mandato Fire Se orations between dwellin units in two-famil dwellin s and multi le sin le-famil dwellin s MMM���""'iii p (townhouses) shall be insulated to no less than R-10 and the walls shall be air sealed. PRESUMPTNE LOAD BEARING VALUE OF SOIL: 2,000PSF Per TABLE 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. R703.8.5 Flashing shall be located beneath the first course of masonry above finished ground level above the foundation wall or slab and at other points of support., R401.4.1 Includes soil classes: GW, GP, SW, SP, SM, SC, 10. DEFLECTION RATIO FOR LNE AND TOTAL LOAD. U 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 B THE TRUSS MEMBERS. R703.8.6 Weepholes shall be provided in the outside wythe of masonry walls at a maximum spacing of 33 inches on center. Weepholes shall not be less than 3/16 Section N1103 (R403) 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. � r , � r ilt will re uire a redesi n Systems NOTE: Soils with clay or clay ands q 9 WOOD FLOOR TRUSS SPECIFICATIONS: � inch in diameter. Weepholes shall be located immediately above the flashing. of building footings. WOOD FLOOR TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE BUILDING CODE. I'_ R703.14.2 Fire Separation. Polypropylene ;siding shall not be installed on walls with a fire separation distance of less than 5 feet (1524 mm) and walls closer than 10 N 1103.1 (R403.1) Controls (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. feet (3048 mm) to a building an another lot. N 1103.1.1 (R403.1.1) Programmable thermostat. The thermostat controlling the primary heating or cooling system of the dwelling unit shall be capable of controlling A B B R EV I AT I 0 N S Exception: Walls perpendicular 1:o the line used to determine the fire separation distance. the heating and cooling system on a daily schedule to maintain different temperature set points at different times of the day. This thermostat shall include 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: � II dwellin s shall have a controlled method of water dis osal from roofs the capability to set back or temporarily operate the system to maintain zone temperatures down to 55'F (13'C) or up to 85'F(29'C). The thermostat shall D (EQUATION 16-8) ~ A.B. ANCHOR BOLT D + L EQUATION 16-9 Z R801.3 Roof drainage in areas where e:�pansive soils or collapsible soils are known to exist. A g P initially be programmed by the manufacturer with a heating temperature set point no higher than 70'F (21'C) and a cooling temperature set point no lower D.S. DOWNSPOUT LT. WT. LIGHTWEIGHT RNG RANGE ( ) � that will collect and discharge roof drainage to the ground surface not less than 5 feet from foundation walls or to an approved drainage system. A.F.F. ABOVE FINISH FLOOR R802.1.5.4 Labeling each piece of Fire-retardant treated lumber and wood structural panels shall be labeled per section 802.1.1. than 78'F (26'C). DAL DETAIL LT. LIGHT R.O. ROUGH OPENING ADJ. ADJACENT/ADJUSTABLE � EACH LVR. LOUVER R• RISER D = DEAD LOAD, L = LNE LOAD, � e framed not more than 1 inches 38 mm offset from each other to ridge board or directly opposite from each other N1103.2 (R403.2) Hot water boiler outdoor temperature setback. Hot water boilers that supply heat to the building through one or two pipe heating systems shall A.F.T. ABOVE FINISH TREAD U R802.4.2 Framing details. Rafters shall I> ( ) E.J. EXPANSION JOINT L•T• LAUNDRY TUB RND ROUND with a collar tie. 802.3 Ride board shall be not less than 1 inch (25 mm) nominal thickness and not less in depth than the cut end of the rafter. At have an outdoor setback control that lowers the boiler water temperature based on the outdoor temperature. ALUM. ALUMINUM FLOOR TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: 9 ELEC. ELECTRICAL O valle or hi rafter not less than 2 inch 51mm nominal thickness and not less in depth than the cut end of the rafter. N1103.3 (R403.3) Ducts. Ducts and air handlers shall be installed in accordance with Sections N1103.3.1 through N1103.3.8. ANCH. ANCHOR ELEV. ELEVATION MAS. MASONRY S.C. SAWCUT TCLL = 40 PSF, TCDL = 10 PSF, AND BCDL = 5 PSF Q valleys and hips there shall be a y p ( ) nd valle rafters shall be su orted at the rid e b a brace to a bearing partition or be designed to carry and distribute the specific load at that N1103.3.1 (R403.3.1) Insulation (Prescriptive). Supply and return ducts in attics shall be insulated to a minimum of R-8 where 3 inches (76.2 mm) in diameter and < ANGLE EQ. EQUAL MAT. MATERIAL SHLF SCHEMATIC Hip a y PP 9 Y TRUSSES SHALL HAVE A MAXIMUM LNE LOAD DEFLECTION OF L/480 AND A TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75". oint. Where the roof itch 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 EQUIP EQUIPMENT MOO MAXIMUM SHL. SHELF P P ® AT MEC MEDIUM DENSITY OVERLAY SHT. SHEET TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL INCLUDE THE joists, such as ridge beams, hies 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. EXP. EXPANSION Where ceiling joists or rafter ties are not provided, the ridge formed by these rafters shall be supported by a wall or girder designed in accordance with Exception: Ducts or portions thereof located completely inside the building thermal envelope. EXT. EXTERIOR MIN. MECHANICAL SIM. SIMILAR FOLLOWING INFORMATION: accepted engineering practices. N1103.3.2 (R403.3.2) Sealing (Mandatory). Ducts, air handlers and filter boxes shall be sealed. Joints and seams shall corn I with section M1601.4.1. BD. BOARD MIN. MINIMUM S.S. STAINLESS STEEL 1. DEPTH, SPAN, AND SPACING. R802.7.2 En ineered wood roducts. Cuts, notches and holes bored in trusses, structural composite lumber, structural glue-laminated members, cross-laminated PY BLDG. BUILDING EE EACH END STR STEEL g P Exceptions: M•O• MASONRY OPENING 2. LOCATION OF AL1 JOINTS. timber members or I-joists are prohibited except where permitted by the manufacturers recommendations or where the effects of such alterations are BM BEAM SUSP. STRUCTURAL 3. REQUIRED BEARING WIDTHS. MTL. METAL SUSPENSION 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. 1. Air-impermeable spray foam products shall be permitted to be applied without additional joint seals. BTM BOTTOM F/C FLOOR COVERING CHANGE SUSP. 4.2. TOP CHORD DEAD LOAD. specifically considered. BLKG. BLOCKING SGD SLIDING GLASS DOOR ns shall be su orted lateral) b solid 2. For ducts having static pressure classification of less than 2 inches of water column (500 Pa), additional closure systems shall not be required for F.D. FLOOR DRAIN N.I.C. NOT IN CONTRACT 4.3. BOTTOM CHORD LNE LOAD. R802.8.1 Bridging. Rafters and ceiling joists having a depth to thickness ratio exceeding 6 to 1 based on nominal dimensio pp y y BRG. BEARING SQ. SQUARE s 1 'nch b 3 inch wood :tri nailed across the rafter or ceilin joists at intervals not exceeding continuously welded joints and seams, and locking-type joints and seams of other than the snap-lock and button-lock types. BRK BRICK FDR• FOUNDATION (NTS) NOT TO SCALE 4.4. BOTTOM CHORD DEAD LOAD. w � � � ,� ^ rn.. � � � blocking, diagonal bridging (woad or metal) or a continuou I y p 9 1 N1103.3.3 (R403.3.3) Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage. FL FLOOR Tg TOWEL BAR 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. I- - o - t- � a; m co 8 feet. BSMT BASEMENT N1103.4 R403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105'F (41'C) or below 55'F (13'C) shall FP FIREPLACE p.C. ON CENTER T & G TONGUE AND GROVE 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. Trimmer joist: sin le header and trimmer for openings up to 4'-0" and doubled over 4'-0" unless otherwise noted on plan. Connect with tecos for header ( ) q CENTER LINE F.R. FIRE RATED 6. EACH REACTION FORCE AND DIRECTION. ¢ N N N rp N N R802.9 ) 9 be insulated to a minimum of R-3.N1103.7 R403.7 E ui ment sizin and efficienc rutin Mandato Heatin and coolin a ui ment shall be sized in TGS TOP OF GRADE SLAB o .= N N ri ri co .- rp ui joist spans of 6'-0" and greater. ( ) q P 9 y g ( ry)' 9 9 q P C.M.U. CONCRETE MASONRY UNIT FRM FRAME OPER. OPERATOR TFW TOP OF FOUNDATION WALL 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY ck the free flow of air. Not less accordance with ACCA Manual S based on building loads calculated in accordance with ACCA Manual J or other calculated in accordance with ACCA Manual J C.J. CONTROL JOINT OPNG. OPENING R806.3 Vent and insulation clearance. Where eave or cornice vents are installed, blocking, bridging, and insulation shall not blo or other approved heating and cooling calculation methodologies. FT FOOT / FEET TYp TYPICAL LOCATED IZE, S E IE THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. than a 1 inch space shall be provided between the insulction and the roof sheathing and at the location of the vent. COL. COLUMN OPT. OPTIONAL 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 re uirements of the 2015 International Mechanical FTG FOOTING T TREAD q CONC. CONCRETE O.S.B. ORIENTED STRAND BOARD TR TOWEL ROD 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FlELI) SPLICES. Section R807 Attic Access Code (as amended), the 2015 International Residential Code (as amended), or the New York City Construction Codes, as applicable, or with other approved COND. CONDITION GA• GAUGE OZ. OUNCE 10. DEFLECTION RATIO FOR LNE AND TOTAL LOAD. ve a vertical hei ht of 30 means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. CONT. CONTINUOUS GALV. GALVANIZED 1/R ONE ROD TRPL TRIPLE 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. R807.1 Attic access. Buildings with combustible ceiling or roof construction shall have an attic access opening to attic areas that ha g G•C• GENERAL CONTRACTOR 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. CONST. CONSTRUCTION 1/S ONE SHELF U.N.O. UNLESS NOTED OTHERWISE inches (762 mm) or greater over an area of not less than 30 square feet (2.8m2). The vertical height shall be measured from the top of the ceiling Section N1104 (R404) Electrical Power and Lighting Systems CTSK. COUNTERSUNK GEN. GENERAL GYP. PC POURED CONCRETE • DRAFTSTOPPING: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF AFLOOR-CEILING ASSEMBLY, DRAFTSTOPS SHALL BE framing members to the underside of the roof framing members. a ermanentl installed li htin fixtures shall contain onl C.O. CASED OPENING GYPSUM PBD VERT, VERTICAL INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DRAFTSTOPPING SHALL DMDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. 6 z U) y The rough-framed opening shall be not less than 22 inches by 30 inches (559 mm by 762 mm) and shall be located in a hallway or other readily N1104.1 (R404.1) Lighting and equipment (Mandatory). Not less than 90 percent of th p y g g Y G•L, PARTICLE BOARD CANT. CANTILEVER GLUE LAM V.I.F. VERIFY IN FIELD WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR-CEILING ASSEMBLIES UNDER THE z z z O z z accessible location. Where located in a wall, the opening shall be not less than 22 inches wide by 30 inches high (559 mm wide by 762 mm high). high-efficacy lamps. C.T. CERAMIC TILE PL. PLATE z � w w Where the access is located in a ceilin , minimum unobstructed head-room in the attic space shall be 30 inches (762 mm) at some point above the HDW HEIGHT W WASHER FOLLOWING CIRCUMSTANCES: O O o 1= O O z D D CLC. CEILING HDWR. HARDWARE PNL. PANEL W/ WITH FLOOR FRAMING IS CONSTRUCTED OF TRUSS-TYPE OPEN-WEB OR PERFORATED MEMBERS. ; > > � ; j g a a 9 HORZ. HORIZONTAL,HORIZONTALLY PWD. PLYWOOD Lu 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 VVp, WOOD MATERIALS: DRAF1SfOPPING MATERIAL SHALL BE NOT LESS THAN 1/2 INCH GYPSUM BOARD, 3/8 INCH WOOD STRUCTURAL PANELS. W � W w M M m U U U PF. PREFABRICATED 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 VV,yV,F, WELDED WIRE FABRIC removing permanent construction, other appliances, or any other piping or ducts not connected to the appliance being inspected, serviced, repaired or HR. HOUR PR. PAIR WO OR W/0 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 D DRYER HDR. HEADER PROJ. PROJECT / PROJECTED WNDW WINDOW N Roofin coverin materials. Roof shall be covered with materials as set forth in Sections R904 and R905. Class A, B or C roofing shall be installed in service an appliance. PENNY HB HOSE BIB PSI POUNDS PER SQ. IN. TYPICAL ROOF & FLOOR TRUSS NOTES: R 902.1 g g DBL• DOUBLE fr m a lot line. Class B and C M1305.1.3 A liances in attics. Attics containing appliances shall be provided with an opening and a clear and unobstructed passageway large enough to allow removal DIA. I.D. INSIDE DIAMETER PSF POUNDS PER SQ.FT. 0 N NUFACTURE OF METAL-PIATE-CONNECTED WOOD TRUSSES SHALL N jurisdictions designated by law as requiring their use or where the edge of the roof is less than 3 feet (914 mm) o A, PP DIAMETER TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. THE DESIG AND MA r d b this section to be listed shall be testied in accordance with UL 790 or STM E 108. of the largest appliance, but not less than 30 inches (762 mm) high and 22 inches (559 mm) wide and not more than 20 feet (6096 mm) long measured DIR. DIRECTION INGR. IN GROUND P.T. PRESSURE TREATED roofing requi e y COMPLY WITH ANSI/TPI 1. THE TRUSS DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF NEW YORK. ed hotovoltaic panels stem. Roofto mounted hotovoltaic panel system installed on or above the roof covering shall be tested, listed and along the centerline of the passageway from the opening to the appliance. ON DOWN INSUL. INSULATION QUAD. QUADRUPLE R 902.4 Rooftop mount p I y P P • TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH THE TRSS SHOP DRAWINGS FROM ACCURATELY CUT WOOD MEMBERS CLAMPED IN RIGID FIXTURES DURING ASSEMBLY TO w'h UL 2703. Class A B or C hotovoltaic anel s stem shall be installed in jurisdictions designated by law M1307.3 Elevation of ignition source. Appliances having an ignition source shall be elevated such that the source of ignition is not less than 18 inches (457 mm) DR, DOOR INT. INTERIOR REQ'D REQUIRED INSURE TIGHT FITTING JOINTS. identified with a fire classification in accordance it p P Y I.S. INSIDE CORNER REF. REFER TO REFERENCE , V� as re uiring their use or when: the edge of the roof is Iless than 3 feet (914 mm) from a lot line. above the floor in garages, DW DISH WASHER RMS. ROOMS TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND H q I . nth not to exceed 35' from the connection to the transition duct and reduced 2-1/2 inches for every 45 degree bend and DWG JT. JOINT REINF. REINFORCING,REINFORCED METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN DESIGNED AND INSTALLED TO PREVENT ROTATION AND PROVIDE Z W R 903.2.1 Exposed wall flashing required to have akick-out where the eave of the roof intersects a wall to prevent water intrusion into the wall assemby M 1502 Clothes dryer duct maximum leg DRAWING n o maintain roduct warrant . Car 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 [� R 905.1.2 An ice barrier/ water shield shall be installed per manufacturers specificatio s, t p y ry P Y HANDLING, INSTAWNG & BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. 2 L 0 labeled in accordance with UL2158A. Exhaust duct size shall cam I with code section M1506. typical. Apply ice & water shield in fair weather when the air, roof deck and membrane are at temperatures of 40 degrees Fahrenheit or + TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE APPROVAL OF A REGISTERED DESIGN PROFESSIONAL. 0- D higher. Ice protection requirements per table R301.2(1). Install ice & water shield at all eaves, gable ends, hips & valleys. On roofs slopes less than 4:12, entire roof to receive ice & water 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 CON1TiACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY BRACING HAS O m R 905.2.2 Slope. Asphalt shingles shall be used only on roof slopes of two units vertical in 12 units horizontal (2:12) or greater. For roof inches (38 mm) from the framing member face to which wall, ceiling or floor membranes will be attached, the pipe shall be protected by shield plates that BEEN DESIGNED AND INSTALLED FOR THE INST1LLAlION OF THE TRUSSES. 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 GRAPHIC SYM B 0 LS W R 905.2.5 Fasteners. Fasteners for asphalt shingles shall be galvanized steel, stainless steel, aluminum or copper roofing nails, minimum 12 and extend not less than 4 inches (51 mm) above the bottom framing member and not less than 4 inches (51 mm) below the top framing member. WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: Z I� v o a e 0s. inch 3 mm shank with a minimum 3/8 inch diameter (9.5 mst head, complying with ASTM F 1 nail of n 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. g 9 ( )� STRUCTURAL CALC. REFERENCE - All applicable state & local codes, ordinances and regulations if any. O 4 penetrate through the roofing materials and not less than % inch (19.1 mm) into the roof sheathing. Where the roof sheathing is the vent terminal. Door stops or closures shall not be installed to obtain this clearance. G2427.8 A mechanical draft venting system, excluding direct vent appliances, shall terminate not less than 4 feet below, 4 feet horizontally from or 1 foot above any )()( - In areas where the drawings do not address methodology, the contractor shall be bound to perform strict W less than % inch (19.1 mm) thick, the fasteners shall penetrate through the sheathing. compliance with manufacturers specifications and / or recommendations. 0 W v R 905.2.8.3 Sidewall flashing. Base flashing against a vertical sidewall shall be continuous or ste flashin and shall be not less than 4 door, operable window or gravity air inlet into any building. The bottom of the vent terminal shall be located not less than 12 inches above finished ground XX DETAIL REFERENCE P 9 level. inches (102 mm) in height and 4 inches (102 mm) in width and shall direct water away from the vertical sidewall onto the roof " FLOOR FINISH CHANGE - General contractors and subcontractors to review these construction documents upon receipt from architect f or into the utter. Where sidin is rovided on The vent terminal of a direct vent appliance with an input of 10,000 BTU per hour or less shall be located not less than 6 inches from any air opening `i and report any and all discrepancies including any dimensional conflicts, immediately to architect for ❑ th into the gutter. Where siding is provided la the vertical sidewall onto the roo 9 g P into the building. Such an appliance with on input over 10,000 BTU per hour but not over 50,000 BTU per hour shall be installed with a 9 inch vent the vertical side wall, the vertical leg of the flashing shall be continuous under the siding. Where anchored masonry veneer is corrective measures prior to construction. provided on the vertical sidewall, the base flashing shall be provided in accordance with this section and counterflashing shall be termination clearance. O DOOR HARDWARE TYPE _ DO NOT SCALE DRAWINGS. DIMENSIONS SHALL BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. J 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 ( � a' provided in accordance with Section R703.7.2.2. XX _ _ _ XX The general notes and typical details apply throughout the job unless otherwise noted or shown. � V � R 905.2.8.5 Drip edge. A drip edge shall be provided at eaves and rake edges of shingle roofs. Adjacent segments of drip edge shall be the building. BUILDING SECTION overlapped not less than 2 inches (51 mm). Drip edges shall extend not less than Y4 inch (6.4 mm) below the roof sheathing XX XX - DISCREPANCIES: The contractor shall compare and coordinate all drawings; when c the opinion of the and extend up back onto the roof deck not less than 2 inches (51 mm). Drip edges shall be mechanically fastened to the roof Section G2439 (614) Clothes Dryer Exhaust PARTITION TYPE contractor, a discrepancy exists, the contractor shall promptly report it to the architect for proper z m w o.c. with fasteners as s ecified in Section R905.2.5. Underla ment 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 adjustment before proceeding with the work. deck at no more than 12 inches (305 mm) p Y - OMISSIONS: In the even certain feature of the construction are not fully shown on the drawings, their ((D p � 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 bulding. r laces & chirnne s 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 - R 1001.1 Masonry fl ep y � _ and 4 of this code. duct system. The dryer exhaust duct power ventilator shall be installed in accordance with the manufacturer's instructions. the construction document set. W 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 than 3 feet above the hi hest oint where the chirnne asses throw h the roof. with manufacturer's and supplier's recommended installation procedures. U �G�ST RFD g P Y P 9 Section P2607 Waterproofing of Openings q 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 Q ' �N R BERT �� Section R1004 Factory-Built Fireplaces in manner that prevents water entry into the building. Counterflashing into the opening of pipe serving as a vent terminal shall not reduce the required is therefore not responsible for any and all conflicts including weatherazation, water proofing and framing 2i r y..c�N 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. WI : Y I c 1T1 1 �, built fireplaces shall be tested in accordance with UL 127. PURSUANT TO SECTION 69.5 (b) OF THE NEW YORK STATE EDUCATION DEPARTMENT, REGULATIONS OF THE COMMISSIONER ("REGULATIONS"), 8 NYCRR 69.5, ENTITLED = °'�c ? z n I R 10004.5 Gasketed fireplace doors. A gasketed fireplace door shall not be installed on a factory built fireplace except where the fireplace "SEALS", AN ARCHITECT WHO SEALS "PLANS, SPECIFICATIONS AND REPORTS" MUST PLACE A STAMPED WARNING ON THE SEALED DOCUMENT INDICATING THAT: IT IS A U' '3 ", Y system has been specifically tested, listed and labeled for such use in accordance with UL 127. VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER AND ITEM IN ANY WAY. �' �. ' <;.r: R 1006.1 Factory built or masonry fireplaces shall be equipped with an exterior air supply to ensure proper fuel combustion unless the room ❑ 023 z �� is mechanically ventilated and controlled so that the indoor pressure is neutral or positive. See sections R1006.1.1- R1006.5. X10 N .�� .I.I. .. 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 cellulose) shall be writter in inches (mm) or markers that are installed at least one for every 300 square feet (28 m2) throughout 2 0 1 6 0 2 3 the attic space. The markers shall be affixed to the trusses or joists and marked with the minimum initial installed thickness with numbers not less than 1 inch (25 mm) in height. Each marker shall face the attic access opening. Spray polyurethane foam thickness and installed R-value shall be listed on certification provided by the insulation installer. W UNIT 4 o UNIT 3 9 Q SHEET NUMBER 2 LL Z MODEL C MODEL C W COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WHEN NOT ALI6NED WITH RAFTER, U) CONNECT KING STUDS TO TOP PLATE 66-V X 24"MM. ROOF FRAMING NEAP 1-1/4"X22 6A.6ALV.COIL STRAP ATTACH TO FXa'1 PAIR 2x4 OR 2xb W E U-20 X 24"MN 6PPOSN6 RAFTERS OVER TOP OF TOP PLATE AND NAIL CRIPPLE 5TV05 ATTACH TO EACH PAIR 2x AGQ LEDGER W/2-3/8"x5" LAO DBL TOP PLATT= Ib"O.G. OF OPPOSM FAI`U5 R� Rte: BOLTS 0 Ib"OG INTO 5TUD5 U w' ROOF ' SEF PLAN 2X BLOGKINC7 h •� V `-� PLAN SIMP50N STRON6-TIE D U A35 0 EVERY RR AT 2 END BAYS 2X4 STUD WALL OR Z ^�+, 0- iE .� CEILING JOIST OR GABLE END Tlgu55 0 W rn m SMYSON STWO SI P"5rFA0 - - TRU55 BOTTOM CHORD W/STRON6BACKs 51MP50N H2 CONNECTOR a EA. •� F- ,�..� in _ SIMPSON 5TRON6-TIE U .= L SIMPSON STRONG-TIE H2 8D NAILS -TIE H25 TE RD6E 5fRM5 5F U tf ATT&M TO EAGfi PAR OF M1705M6 RAFTHtS. ALTERNATE TO RI06E STRAP: H3 0 EVERY RR RAFTER TO STUD AND KINGS TYR 8d NAILS IYP. PaFM:RW STRAPS ARE Wr WAURD IMM DOLLAR TES M PROVIDE 2X4 COLLAR TIE AT o FOR USE WHEN 5v25 AND U5E IN COMBINATION ONLY WHEN 5TUD5 AND AT OR 2x4 T AO PAI M of UPPEWS /4-HEP aF Ire UPPER THIRD OF THE ATTIC SPACE (WHEW ALIGNED) •� U > .� ATTIC 5PAGf AN)ATTAGt®TO EKtI PAIR OF RAFTERS W/4-IOd NAILS EACH STUD,SEP '_ 2 N} - AL.I6N �J4FT�5�NOT ALI6I'1 W/4-IOd AT EACH RAFTER) G5-22 STRAP AT � niZ - L5026 FOR 2x6 RR DETAIL 4 " ` 3 LSU25 FOR 2x8,2x10,OR 2x12 ODER � '� O L CLU):5 M U Q � W �a FRAMED OPEENI = LO 00 _' FOR WINDOW OR ❑ (� M 4'. IDC STRAP DETAIL / 'RI DC E STRAP DETAIL 51MP5oN STRONG-TIE 2x4 S 2xb E OR DOOR LU28 0 EVERY GJ STUDS® Ib O.G. (FOR CATH.GL65 WITHOUT DOLLAR TIES) / (WITH OR WITHOUT DOLLAR TIES) NO SPECIAL FT a 2x ACQ LEDGER LSV 3/8"x5"LAG CONNECTORS REQ'D N.T.S. LOCATE AT �-r" // N.TS. LOCATE AT EVERY RAFTER BOLT 0 16" OG INTO 5Tt1D5 5TRAPPIN6 TO BE 1-1/4"X 22 6A. IN THIS AREA � 5 6ALV.,SEE DETAIL 4/01.ALL STRAPPING _rA'�.aON STRONG / TO BEAR A MIN.OF 10'ON FRAMING. -TE LT5 TE tf6 5MP5AJ 6TRONT� tw MALS TYP.i W MAY DE� r APA / PORGH -ROOF GABLE END WALL -rt=H16 OR HIO ovfR 1/Z"a mN0 15 M. // STRAPP I NCC DETAIL QLN.TT z 6D NAILS TYP. DETAIL AT ATTI G FOR USE WFEI5TUD5 AND USE IN COMBINATION ONLY WHEN STUDS AND / I� N.TS. ,RAF7ER5 AL16N y5 D0 NOT p,Ll�ySTRAPPING TO RUN ONTO RIM JOIST,SEE DETAIL q/DI(ONE STORY)OR ONTO STUD AT WALL BELOW(TWO STORY) Z) ROOF RAFTER HURRI GANE TI E5`\ . • QN.WLOCATED AT EVERY ROOF RAFTER \ ° ° 0 --- Z \ ATT I G STRAPP I NC DETAIL U • 12 FOR FRAME GONNBGTIONS o 5MP5GN POT GAP 66q'-A, NTS. ° UX EGGG�i A AT EIS DI LL M • MSTGASDg Ln z ` 2ND FLOOR K(2)2x 3 " " PRE-W 4-Ibd FAGS NAILS FROM STRAP OR 4x PROVIDE 3 X�fb X3 WASHER PLATE AT ALL ANCHOR BOLTS KING STUD INTO HEADER ❑ EGURE0 BY I�Wp 51H PLATES. PRE-M 55IMP50N PAB OR 55 ANGHOR BOLT5 MAY BE U5ED IN LIEU OF T / COLUMN POST TOP ANCHOR SrRAP 5rAlzr�,� THREADED ROD W wA5HER PLATE. _ r•-1 lTD t BJbm // N.T S. LOCATE AT EVERY GOLUMW 6tRDER GONNEGTION H�/2 STIIv 4 b SD MAILS DE ATXGORNERS AND INTSEGTIN6 p"MR / NAILS WALLS. 3'X12"XD3b'6ALV.STEEL PLATE W/ (A)MALS MN M i ZZ 12-80 NAILS AT AT BUTT JOINTS IN 5TRA1614T 51MPSON LSTA12 STRAP W/ �1 II"LmTH(TYP.) i l 1 r =__NO NAL` WALLS WIRE THHERE 51N6LE PLATE OR HEADER r GIFM Tm -r 5-IOD NAILS EACH END AT 2X6 KING STUDS(VON)1 GUT LENbmNALS ONE AT SPANS UP TO b FEET TWO FOR SPANS 6 TO 12 FEET EACH JACK STUD I••-"� 24'MINIMUM LAP SPLICE 2-T/g• 5/8"o A3CI ROD THREADED b"BOTH ENDS. THREE FOR 5PA,1512 To Ib F13_r 2X6 JACK STUDS NDN): PROVDE MN END BOTTOM AT PRESENT 3/4"AND I"ROD AT 51MP50N STEEL 5TRON6 WALL,SEE PLANS 12-160 MIN.NAILS ONE AT SPANS<6' DKTANGE Gg 7/6 EW�bm IST FLOOR NAILS THS AT SPANS>12' W AT ALL SPLICES TWO AT SPANS FROM V TO 12' H IL"MN iv UNLIE55 NOTED OTHERWISE ON PLAN SIMPSON POST BASE I AESU44 OR AE3U66,SEE PLAN 2"X3/8"X3°WASHER PL W/NUT EACH SIDE (4)NAILS MR N 05-22 COIL STRAP I UPPER STORY SHEAR o p."LQJCm(TYP.) m l - WALL TO GIRDER ALTERNATE ANGHOR BOLT DETAIL © EXTERIOR WALL ❑ W O FLOOR TO FLOOR TICS I BELOW GONNEGTION 1n'mHooKmANCHORBOLThU1, FOR SET BACK WALLS HDU HOLD-DOWNS AND STRONG WALL DOUBLE TOP WALL PLATE SPLICE DETAIL HEADER GONNGTION (4)Nl.T.5. LOCATED AT EVERY 5T11O \ MINIMUM EMBEDrENT OR EXPANSION @=t4=T \ O U N D AT I O N BOLT W/5'MINIMUM EMBEDMENT . S. I i LIS. 1" NTS. I N.T.S. r l NIorE: \ v 60L STRAPS Ulm gvTHM0 PFRM Sd GaNR4oN(49A x 25'LONE)NAU. I \ (,OL STRAPS OVER 05THN6 WAVE.-10d GAhMONI(ON x V Lab)MALS. I \ u `\\ C�N�5-�LOOAlr=CLUMN P05T BOTTOM ANCHORALLOWABLE HOLES - �AT EVERY COLUMN/61RD1sR GONNEGTION TR" IGD NAIL® 24 0/G I- 8D NAIL®b 0/G AT ALL PANEL ED6E5 " \ FWM N IOU TGE WIT IbD NAIL 0 24"0/6 x6"OSB OR PLYWOOD LVL Headers and Beams z V As PER wFLM. HIP RAFTER, 51MP50N HGP HIP INTERIOR SFEATHIN6 1.3E TimberStrand® a icdIt"WTIR rollame LVL SEE PLAN I (A}MALS MN N CORNER TIE NOTE:WERE 24'WIDE MINIMUM FULL HEIGHT I a"lFNbm IN LSL hole zone hole ame PSL 2 x etholdiameter of the y3 depth 0 WALL RETURN 15 HIVE ED AT ENDS OF I �" hole zo largest hole?(minimum) Q BRACED WALL LINE THE b"HOLDOWd MAY BE ELIMINATED. PROVIDE TWO(ONE AT EACH fT"LBJSm(MN) SD NAIL b"O/C SIDE)G5-22 STRAPS PER DETAIL 4 IN LIEU OF I 1-3/4' SIMP50N OF WASHY `\\ ° o AT ALL PANEL EDGES INTERIOR d - LSTA36 STRAPS SFIOYdd IN THE DETAIL. NAIL SHHFATHIN6 TO - - - I SILL PLATE W&I 2x ACG SILL PLATE. DOUBLE EXTERIOR - - - - T - - o GYPSUM BOARD ° o 0 NAILS 0 4"O/G SILL AT FULL BASENENT5 5/8 DIA.STEEL ANCHOR J T MINIMUM - - - - - Parallame PSL �� BOLTS MAX.2-8'OL_ 2x b MT vN1PY 8D NAIL® 12"0/G AT ALL Microllam® LVL and EXTEND BOLTS MIN.1'INTO GS 22 COIL STRAP NA SRM To RA rM MEMBERS NOT AT PANEL ED6E5 FON W1THH 116HTt�WT d pa0,y, allowed hole zone 3'x 3'HJf�5FILT2 TO EACH BOLT. (2)2 x 6 A6q SMP50N LTP4 PLATE N AL.IP TO 5�,P'"WL STRAP 15/32"056 OR #4 CONTINUOUS BAR PROVIDE TERMITE SHIELD SILL SILL PLATE IN51DE CORNER OUTSIDE CORNER middle Y3 span -LSTA36 W/10-I0d NAILS SEAL.AND MAINTAIN 6'MIN. RM ANP SIL PLATE @ V0/G AT M Hw'TI�R VM PLYWOOD 5HEATHIN6 d 1.3E TimberStrand® LSL allowed hole zoene d r� H� r` n co 00 LOCATED 2'TO 6' VAUEY,HVAC rVr»crs. o INTO STUD ABOVE AND FROM WD TO FIN15HED 6RADE NAL AS I'm TW 1XV wFCM. PLAN VIEW PLAN VIEW Iii FROM TOP OF WALL `- BFJ_Ow(2 EACH CORNER) NOTE General Notes o N N fV M M co N cN�i ori Tall=2g8(XH COIL STRAPS UNDER%EATHI%PROVIDE:Ba COMMON(0.131 x 25'LONG)NAILS.COIL XT R I OR WALL TOP SEE FOUNDATION PLAN STRAPS OVER 5HEATHIN5 PROVIDE:IOd COMMON(0.131 x 3"LANG)NAILS. \/TRI/�� G/�[,N HEADER MAXIMUM ROUND • Allowed hole zone suitable for uniformly loaded EXTERIOR OR DEPTH HOLE SIZE headers and beams only. LAY-OSIER OR FALSE GALLEY PLATS HIP GONNGTI ON 4%" 1" • Round holes only 5TORY GORN�R GONNEGTORS TYPICAL ANCHOR BOLT STUD TO RIM JOIST TO 51LL PLATE STRAPPING DETAIL WALL I'RAMING5%Z" IY4" • No holes in cantilevers. p�O, i NTS187Y4'to 20" 2" . No holes in headers or beams in plank orienttation.(T?n,d .T.S. LOCATED AT EVERY CORNER 8 N.T.5. LOCATION A5 NOTED N.T.S. LOCATE AT El/LRY STUD N.T.S. N.T.S. N.T.S. DO NOT cut,notch or drill See illustration for Allowed Hole Zone holes in headers except as indicated in illustrations and tables. A MINIMUM OF TWO BRACED WALL LINES(EWA IN EACH DIRECTION OF A BUILDING. BNL'S SHALL NOT BE SPACED �STRAP MD WNL�EATtft fl EXTDDFD STRAP MD WALL 61EATI" z z z O z z O O O H O D Z Z ' W MORE THAN 60 FT APART. WALLS WITHIN A BW..SHALL NOT 13E OFFSET BY MORE THAN 4 H$7 FROM A BW_ BNL LOCATIONS ARE NOTE. TO TGP m PONY WNL r usw � NOTE; TO TLP OT PONY WNL 1"usw > > > � > > a_ a D 0 INDICATIED ON FLOOR PLANS 2 FT MAX PONY WALL MAY BE I I 2 FT MAX PONY WALL MAY BE I I � W W w W W ob U U U 6W50N 171TIZ i1GLD AT 66-W`'P W-16M A BRACED WALL PANEL(i3w)SHALL DWIN WITHIN 10 FEET OF EACH BSD OF A BW-. THE 015TANCE BETHMN ADJAGB[T PLACED ON TOP OF HEADER PLACED ON TOP OF HEADER 1011 I WALL BSD PANES(TYPE A)I-M AS REf�URED ED6,E5 OF BWP'5 SHALL NOT BE eREATeR THAN 249 FEET. THERE SHALL BE A MINIMUM OF TWO BHP ON EACH HW..EXCEPT AT AT WAaP WALL PETALS G AND D. WALLS<16 FEET LONG MAY HAVE ONE 48"OR LON6M BHP. BWP'S ARE TYPICALLY GS-W5P SHEATHED BRACED WALL PANELS ®� (TYPE A)OR GYPSUM BOARD 6B(TYPE B). PROVIDE TYPE G,D,E,OR F PANELS A5 NOTED ON PLAN WHERE BWP TYPES A 3 4oN WIDE LVL HEADER(SEE PLM o ®I ;5-100 MALS AT DTTIZ AND B DO NOT QUALIFY DUE TO MINIMUM LEN6TH REQUIREMENTS OR ADDITIONAL CONTRIBUTING LENGTH OF NP 15 REQUIRED. GONfIN1)0115 7o OUTSIDE OF PANEL N BHP TYPES ARE INDICATED ON FLOOR PL.AN5. 0 \\\\\�X r ^ ® �----318.0 THZEADIIJ ROD G5-W5P CONTINUOUSLY SHEATHED BRACED WALL PANELS(TYPE A)SHALL MEET 2 f_ THE MINIMUM LEND OF TABLE R602.105. NAIL N6'MINIMUM WALL CONTINUOUS IlE MIN DEEP HEADER TO F- GONTTINUOT D MIN DEEP HEADER TO NOTE: WIRE 24'WIDE MINIMUM RILL HEIGHT OUTSIDE KING STUD(SEE PLOW OUTSIDE KING STUD(SEE PLAN) � PM8 B•YE �-- KKI WALL RETURN 15 PROVIDED AT ENDS OF 5HEATHING WITH 8d NAILS 0 600/0 MV6E5)AND 12'o/C(FIND)AND PROVIDE 2X FASTEN J"SHEATHING TO HEADER W/ FASTEN J'SHEATHIM6 TO HEADER hY Z C5-W5P BRACED WALT-LINE THE 800 BLOCKING AT ALL UINSUPPORTED PANES ED6E5. PROVIDE 800 POUND HIOLDOW4 8D NAILS 0 3"O/G IN EACH DIRECTION 6D NAILS 0 3'0/0 IN EACH DIRECTION W HOLDOWN MAY BE ELIMINATED. PER DETAIL Iq OR 20 AT EN05 OF BRACED WALL LINES THAT DO NOT HAVE TRIM TOP OF PANEL AS REQb EITHER A24'MINIMUM FULL HE16HT WALL RETURN OR A 48'MINIMUM BNP. SIMPSON LSTA24 STRAP ON BOTH SIDES AND SIMP50N LSTA24 STRAP ON UNSHEATHED W EACH OF HEADER TO JACK STUD IN 16-100 NAILS FACE W/16-109 NAILS TABLE RbO2.105 MINIMUM LEN6TH REOUIREMENT5 OF G5-W5P Z R b-1/4"SDS SCREWS O m CONTINUOU5LY SHEATHED BRACED WALL PANELS FA5TEN TOP PLATE TO HEADER W/2 Z FASTEN TOP PLATE To HEADER W/2 Z W Q w ROWS OF Ibd NAILS 0 3'0/G po ROWS OF Ibd NAILS 0 310/0 PORTAL 511�AP5 I/2'FROM EDGE ON L AJAGENT CLEAR MINIMUM LENGTH OF U HEIGHT(FT) WIDTHMIN �L' BOTH SIDES l4 STRAPS PER PAtEU w U Iii 06HT(FT) OPN6 HEIGHT BRACED WALL PANEL PANEL SHALL HAVE A LENGTH'L'OF NOT PANEL SHALL WAVE A LENGTH'L"OF NOT " W F- -SIMPSON GNIW COUPLER NUT <64' 24" LESS THAN Ib'FOR B FT WALL,IV FOR q LE55 THAN Ib"FOR ONE STORY AND 24'FOR 8 28 � � U � b b4"TO 80" 32' FT WALL„AND 20'FOR A 10 FT WALL SEE � FIRST FLOOR OF TWO STORY APPLICATION. g 32" SIMPSON 5w5B 5TRON64 ALL SB Z 80"TO q6" 3b"* PLAN FOR ACTUAL LENGTH SEE PLAN FOR ACTUAL LENGTH <64" 2T" GYPSUM BOARD "6B"BRACED WALL PANELS(TYPE B)SHALL BE 111 0 35. PANEL,VB�IF1 PANEL 15 PLUMB �� 4 3/8'm ANCHOR BOLT OR q 64"TO 80' 30' 48'MINIMUM IN LBJ6TH ON BOTH 5IDE5 OF WALL PER TABLE - 12 42" NOTE:DETAIL APPLIES TO ADFE51VE ANCHOR 80"TO q6' 41' -R602.105. 5ECURE&6YP5UM BOARD WITH 6d COOLER NAILS, (2)JACK STEWS MIN.OR PER PLAN (2)JACK STUDS MIN.OR PER PLAN W n li (b4" 30" Dgl5'X 170'6 T"BD NAILS,OR DqB'X I%'ANNUL AR-RIN6B2 BOTH�'�FEARER Q ^ � 10 64'TO 80' 30' NAILS 0,7,0/0 aV&E5)AND 7 O/G(FIELD). BLOCIKING 15 NOT - P •' 80'TO qb' 38" -RE>WRW AT TED PANEL-ED6E5 WHEN PANB-S ARE BLOCKING AT PANEL ED6E5 BLOCKING AT PANEL EVOE5 N ❑ • INSTALLED HORIZONTALLY. PROVIDE J015T OR TFV_ OR FULL •Partial credit for Panels 36"to 48"wide Per RbO2.10.52 HEI6HT BLOCKING DIRECTLY ABOVE AND BELOW TYPE B WALLS. ONE JACK AND KING STEWS ONE JACK AND KING STUDS BLACKING AT PANEL ED6E5 °L" EQUAL TO U _j 9 TYPIGAL HOLDOVIN DETAIL AT CONTINUOUSLY SHEATHED WOOD or > 12 ~ FASTEN 106•$FEATHINI6 TO FAGFI STUD FASTEN 1061 SHEAININ6 TO EACH STUD TWO KING 5T11D5 GYPSUM BOARD "GB" - TYPE B AND SILL W W COMMON NAILS 0 3"oic AND SILL IN 8D COMMON NAILS 0 5'0/6 m FRAMED FLOOR A STUCTURAL PANEL "CS-WISP" -TYPE A R NOT TO SCALE PER FIGURE R602.10.5 NOT TO SCALE PER FIGURE R602.10.5 FASTEN TAGI`.sFbd NAIL TO STUD PORTAL DETAIL"A'ONLY APPLIES AND SILL w/8d NAILS 0 4'01r, Q N.TS. TO 2 FT TO 18 FT WIDE OPET11N65. SIMPSON H L45 HOLDOVN W 14-1/4"5D5 SINA'S0M HHDU2 HOLDOwt1 NU b I/4' Z SCREWS IN DOUBLE END STUD 505 SCREWS IF NO FLOOR ABOVE. U TABLE 602.I03(U BRACING REQUIREMENTS BASED ON 14oMPH TABLE 602.10.3(2)WIND ADJUSTMENT TO HDU4 RSO 15 IF W/ R ABOVE. U O T E WIND SPEED,EXPOSURE B,30 FT MEAN,ROOF HEIGHT,10 Fool REQUIRED LJ N6TH OF WALL BRACING. 2-I/2'm ANCHOR BOLT OR EXPANSION SGREV151F FLOOR ABOVE. PANEL TO SITE DIRECTLY ON TOP OF _ BOLT WITH 13OLT3O PL WASHER CONCRETE FOUNDATION WALL W SMP50N l7 TIZ tILLDOA4J AT(f-W5P 6R/YED WALL HEIC-HT5,AND 2 BRACED WALL LINES ADJUSTMENT�gNT STORY CONDITION ADJUSTMENT I/2'A ANCHOR OR EXPANSION BOLT �� �. C O WALL END PMFL5(TYPE A).HDU A5 BASED ON SUPPORTING FACTOR CONT N4 BAR GOVT IN TOP OF GONIGRETE ONCRETE •4 BAR CONT IN TOP OF CONCRETE 2-I/2'm ANCHOR OR FJCPAN51oN BOLT--___ TE U O 5 x y�11C m 01 AT WAGP WALL PETALS G AND D. STORY BWL 5PAGIN6 METHOD 6B ® SHEATHING EXPOSURE CATEGORY ONE STORY G 12 FOUNDATION FOUNDATION FOUNDATION Q 'Y ' z n 0I S-IGD NAILS AT PfTiZ TOP 10' 25' S 5' EXPOSURE CATEGORY ONE STORY D 15 s4 BAR GONE IN TOP AND BOTTOM ® EXPOSURE CATEGORY TWO STORY G 1 3 PAB5-18 ANCHOR BOLT OR 3t'THREADED OF CONCRETE FOUNDATION 51M'5ON 581/8X24 OR PA51-I8 ANCHOR TOP 20' S.0' 10.01 EXP05LRE CATEGORY TWO STORY D Ib EXTEND WALL SFFATHINl6 ODER RIM JOIST ROD W/WASHER PLATE,5�DETAIL 15/01 s PAflS-18 ANCHOR BOLT OR/e THREADED BOLT OR Ye"THREADED ROD, W OVER ROD IN WASHER RATE,SEE DETAIL 15071 SEE DETAIL 15/01 V 02 81 0 TOP 30' 1.0' 145' ROOF EAVE TO RID6E Roof--ONLY 15 FT 15 PANE.EDGE FRAMED WALL-PORTAL DETAIL•B'ONLY APPLIES TO b FT TO 18 FT WIDE OPENIN65. O ROOF EAVE TO RIDGE ROOF ONLY 20 FT Ib FLOOR PANEL HAS CONTRIBUTIN6 LENGTH OF 48"TOWARDS RbO2.10.3(U MINIMUM LEN6TH WALL TO BE USED ON FIRST FLOOR APPLICATION ONLY.PANJEL HAS 5IW50H STRON6 WALL REQUIRES ENGINEERED DE516N TO Y O TOP 40' 9.0 18.5' ROOF SAVE TO RIDGE ROOF+I FLOOR 15 FT 1.15 REQUIREMENTS FOR BRACED WALL PANELS AT BRACED WALL LINE5. WALL TO BE CONTRIBUTING LENGTH OF 48'TOWARD5 8602.103%)MINIMLH LENGTH TO DETERMINE PANEL SIZE AND ANCHOR BOL15 FOR ROOF PAVE TO RIDGE ROOF+I FLOOR 20 FT 1.3 U5®ON FIRST FWOR APRZATION ONLY. REQUIREMENT5 FOR BRACED WALL PANELS AT BRACED WAIL LINES. ❑ ACTUAL HORIZONTAL DESIGN WIND LOAD AND caN�mGN TOP 50' 11.01 23.0' ROOF EAVE TO RIDGE ROOF+2 FLOOR 15 FT 1.1 ROOF PAVE TO RIDGE ROOF+2 FLOOR 20 FT NP JOB NUMBER TOP 60' 13.0' X15' WALL HHEI6HT ANY STORY 8 FT o.q CONTINUOUSLY SHEATHED PORTAL PORTAL FRAME WITH HOLD-DOWNS ALTERNATE BRACED WALL PANEL "ABW" SIMPSON STRONG WALL 3/b"m ANCHOR BOLT OR 1 WALL HE16HT ANY STORY 11 FT D.qS 2016023 �51��� BOTTOM of 2 10 5.0 10.5 y,�HEIGHT ANY STORY II FT 1.05 FRAME "CS-PF" DETAIL - TYPE C "PFH" DETAIL - TYPED DETAIL - TYPE E DETA�L -LTY�PEEN BOTTOM OF 2 20' 9.0' 19.0' WALL HEIGHT ANY STORY12 FT I.I C ENOT TO SCALE PER FIGURE R602.10.6.3 D NOT TO SCALE PER FIGURE R602.10.6.2 NOT TO SCALE PER FIGURE R602.10.6.1NOT TOGINEERED METHOD W BOTTOM OF 2 30' 13.0' 275' N>heER PLAN IJIREGIION AT STORY 3 13 N1hBER OF BNL PER PLAN DIRECTION AT STORY 4 1.45 SHEET NUMBER BOTTOM OF 2 401 11.0' 36.0' N1N11IR OF BW.PER PLAN DIRECTION AT STORY 5 OR MORE Ib Q GYP BD FIN15H OMITED FROM IN51DE FACE OF BNP 1.4 HOLDOWN DETAIL AT SLAB BOTTOM OF 2 50' 21D' 440' APPLIES TO METHOD 65-N5P ONLY ('__2�1BRACED WALL PANEL DETAILS a GYP FASTENING ANY STORY 4"O/G o., UNIT 4 0 (MODEL C) UNIT 3 9 (MODEL C) 249 N.TS. BOTTOM OF 2 60' 25.0' 525' APPLICIE S TO METHOD 6B ONLY D 1 NOT TO SCALE W COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED I C A A C � 12 C-7 C-6 4'-0" 4'-0" C-6 C-7 Z (NO VENTING) (NO VENTING) W 1 LINE OF ROOF RIDGE VENT RIDGE VENT 0 TRU55 BEYOND O � V ay. (3) 2x8 P.T. 61RDER ATGHEC AREA INDICATES O E Z OGATIGN OF FIRE RATED ROOF d L- o C L BEYOND SH1jTHING,4'-0"FROM U `I'� � � r- � ENTER OF FIREWALL-EACH 51DE 'r"'� N >o �' Ixb FA5GIA BOARD ALL GUTTERS LEADERS SHALL BE BAKED GUTTERS +E LEADERS fn U CLU)5 ' GUTTERS aE LEADERS ALL 6UTTER5 d LEADERS SHALL BE BAKED Z WHITE ALUMINUM .032"MIN.6AU6E,6UTTERS WHITE ALUMINUM .032"MIN.GAUGE,GUTTERS 0 Q w c co SHALL BE 5"5EAMLE55,0.6.5TYLE W/ALL Ixb FASCIA 1 51MP50N LU528-3 FACE 12 SHALL BE 5"SEAMLESS,O.G.STYLE t^U ALL o ° v MOUNT HANGER RELATED d REQUIRED AGGE55ORIE5. LEADERS BD. q _ SHALL BE MIN.2"x3",.U21 GAUGE W/CLIPS 4 RELATED d REQUIRED AGGE550RIES. LEADERS � � i 3 2x12 P.T. GIRDER BEYOND ANGHORS. CAULK 4 SEAL ALL JOINTS. PITCH 6"AZEK SHALL BE MIN.2"x3",.021"GAUGE NT CLIPS d U " M iy12 ANCHORS. CAULK 3 SEAL ALL JOINTS. PITCH � m - - - - - - - -� ( ) 6UfTER5 MIN. 1/8"/FT.PROVIDE P.Y.G. q I� FRIEZE BD. 61 _ - ug nnm fik .LI- 6" - 6UTTI q n RECEPTORS 8"ABOVE GRADE TO RECEIVE REGI1=RS,MIN. "A13 T.PROVIDE P.V.G. .� RECEPTORS 8"ABOVE GRADE TO RECEIVE n Ix AZEK TRIM BOARD OVER LEADERS(GL05ED GAP DE516N). OH. P4 H/ OH. LEADER5(CL05ED GAP DE5161W. - - - �t ' / `r 1 n i n I'_0 GIRDERS,(TYP) HARDIPLANK ---I- / i OH c)H OH. HORIZONTAL - S1MP50N BG52-3/b P05T b"HIGH BLIND 12 FLASHING q / 12'-�GLAP 51DING ; % i q 12 \12 q by FLA5HINNG GAP ANCHOR q 10" 5QUARE HBdb DERMA GA5T ? � 6"Hi6H BLIND _ = COLUMN #46382 W/5QUARE ° - FLA5HIN6 / `r o Ed 0 1 FLAT GAP 4 BA5E(OR EQUAL) - - - � OF BREA / K / ROOF BREA ~ CORNER COLUMN TO BE 4" 2'-0" 4 PROVIDED W/SPLIT KIT _ _ - — - - U DINING ROOM _ _ pow B� 2 x BEDRM#2 DINING ROOM bxb P.T. POST WITH 51MP50N P1 p'� I'-o" oH• PLATE HT. ' / _ - - TE HT. 2ND FLOOR LINE H I' 0" PLATE HT. A$U6b P05T BASE (TYP - ALL oH, I'-b" 8"AZEK H. I 1:I I-b GARAGE I-b 1 O GOLUMN5) CLOSET _ OH FRIEZE BD. OH OH _ GLOSETh U -INPLATE HT. I I I'-O" �// / / ' / I'-0" I I Y O PLATE HT. , ^ OH. // / / I OH. 1 1 U- /f/I'/ u J - ' J IT - II I J / / / - -- -_ Li OTVP. REAR COV. PORCH DETAIL I _ u _ �u ��_- -- -� - LI I Z Ill I I G-I 10"AZEK � _ = 1 10"AZE� 3/4"=1'-0" 4 ' - c_v_ o I I FRIEZE 5P_' r T 1 = FRIEZE BD. � Q N � � � � 1 I Ixi2 AZEK / 1 1 Ix12 AZEK TRIM i ° I i TRIM COLUMN® GO I IT7TFTrl / / i i OLUMN 0 COVERED iltPORCH BE'(OND i i I I PORCH BEYOND 11Jll ii FIN. 1ST FLOOR I I _ _ , / IN I T L 0 _ I I FIN. 1ST FLOOR O ELEV.+0'-0" / / / ELEV.+0'-O" SOFFIT I Ix4 AZEK I I 5OFFIT I 1 I 1 co I I I I I TRIM ALL I I I I I I _o 51DE5 I 1 I I I 1 00 I I I t I 1 v I I I c-1.1 I I I c-1•� I I ❑ w C Q I I I I UNIT 40 11 UNIT 39 MODEL (FESCUE) , MODEL IC (FESCUE) I I I I I I I I I I I I I I i = BASEMENT _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I _ _ BASEMENT I I I I - 1 - - BA5EMENI - � - - I- - - - - - - - - - - - - - - - - - -, _ - - - - - - - - - - - - - - - - - - - - >1 - - - - - - - -- - - - - - - -I�- - = _ - -- ►� - - - - - - - rt co L- - -I- - - L - - -� - - - - - - - - - - - - - - - - -I - - - - - - - - - - - - - - - - - - - - -i - - - - - - - - - - - 1- - C A CENTER LINE OF A C ui H Z 2 HOUR FIRE RATED C-6 C-7 FONT ELEVATION Z) C-7 C-6 RESISTANCE WALL U A55EMBLY �/Q II = I-oil O C A A C C-7 C-6 4'-0" 4'-0' C-6 C-7 (NO VENTING) (NO VENTING) RIDGE VENT RIDGE VENT TYPICAL ROOFING: TYPICAL ROOFING: ARCHITECTURAL 5HINGLES, 15# ARCHITECTURAL SHINGLES 15# FELT UNDERLAYMENT FELT UNDERLAYMENT �_ r_ h 17 5/8" PLYWOOD SHEATHING Q N N N M h 7 N N 5/8" PLYWOOD 5HEATHING o vi N N 7 ri co 0i (0 HARDIPLANK HORIZOtITAL CLAP HARDIPLANK SIDING HORIZONTAL CLAP 51DIN6 b'AZEK TRIM BOARD b"AZEK TRIM BOARD--� 6i Z w in cn X 0 00 = 00 12 I"x 8"AZEK RAKE BD W/ z z z o z z g Z J J I"x 8"AZEK RAKE BD W/ q 12 q I"x 3"AZEK TRIM(TYP) > > > > > a a o 0 W W W J W W I"x 3" AZEK TRIM(TYP)— 12 q w Im w c rt 6 0 0 0 q \ / 6"DIA6.AZEK b"DIA6.AZEK \ 12 _ TRIM BOARD N TRIM BOARD \ 12 q q o b"HIGH BLIND 6"HIGH BLIND FLA5HIN6 ALIGN ALIGN - L 6 - - - - - - - - - - - - - FASCIAS FA5GIA5 - - - - - - - - - - - - 2020 NY5RG- 6242-1.8 (503.8) GREAT ROOM VENTING 5Y5TEM TERMINATION LOCATION: z GREAT ROOM - - - / / / I-O" IIIIINL vywv ___ _JIIIIIL_ I-0 THE VENT TERMINAL OF A DIRECT WENT APPLIANCE WITH AN � PLATE HT. L_0.. Iamu---- _illnli- ---JIImi I_0 / ___JIu111 „ PLATE T. INPUT OF 10,000 BTU PER HOUR(31< 0 OR LE55 SHALL BE CUA QHJ 1.1L.11111 I illOH. LOCATED AT LEAST b'FROM ANY,AIR OPENING INTO A O O } OH. BUILDING,AND SUCH AN APPLIANCE WITH AN INPUT OVER IOp00 -� o I I' I I I I 1 BTU PER HOUR BUT NOT OVER 50pc00 BTU PER HOUR SHALL BE > Y -J G-1 INSTALLED WITH A q INGH VENT TERMINATION CLEARANCE,AND W r 1 W bi G-I I I I I I F_T] hr-1 I I I I I I -- L-L -=I- i i i i i i _ SHALL HAVE AT LEAST A 2 INH VENT INATION HOURz[[[IT] IIF] _ I I I I I I = CLEARANCE.THE BOTTOM OF THE WENT TERMINAL AND THE AIR CD i i i -� l I I T161 , B�. WI TH i I INTAKE SHALL BE LOGATED AT LEAST 12"ABOVE 6RADE. F) O Q 1 1646 B�UIT I I - � i 1 i � W �'7�1 O 1 1 I I .11 Ill= _ 1 1 I I I I = (> I I I I 1 r I I I I I LL- _ I I I I I I I I I I I I I I I I 0 2020 NYSRG- R312.2.1 i i i i i " WHERE THE TOP'OF THE SILL OF AN w v b"AZEK TRIM i i i i i .11 v V11 I I I I I I ALL IM IN DWELLING UNITS, ALL SIDES I I I I I I OPERABLE WINDOW OPENING 15 LOIGATED LE55 THAN 24 1 1 I I I I I I I I I I 1 1 I I I IId I ABOVE THE FINISHED FLOOR AND c6REATER THAN 12"ABOVE THE FINISHED GRADE OR OTHER 5UIRFA6E BELOW ON THE c7 m FIN. 1ST FLOOR_ i i i i i1111111/41 2/k I.L.Lt Ill I I Ill Ili Jill i I i i i i FIN. IST FLOOR EXTERIOR OF THE BUILDING,THE OPERABLE WINDOW SHALL J ELEV.+0'-0" COMPLY WITH ONE OF THE FOL.OWIIN6: Z Q ELEV.+0'-0° 'IV / / / // *OPENING-5 THAT WILL NOT ALLOWI A 4 INCH DIAMETER SPHERE CD o o _ _ _ _ _ - - - - - - - TO PA55 THROUGI4 THE OPENING INI ITS LARGEST OPENED - _�rrI Ir= ��===� I - - - - I I it===fir_ �I I I I POSITION. w 1 I I IIII II IIII 1 I IIII II IIII bxb P.T.P05T WITH 51MPSON *FALL PREVENTION DEVIGE5 THAT COMPLY WITH A5TM F 2080 YST RE 1 0 I I I IIII II IIII I 1 G O bxb P.T.P05T WITH 51MP50N I I I IIII II III i I I 1 b" AZEK TRIM I u II I I BG52-3/6 P05T GAP ANGHOR d (THE WINDOW OPENING CONTROL DPVIGE AFTER OPERATION TO U_ 9 BG52-3/6 P05T GAP ANCHOR d I IIII II IIII I I III �'` N R BERT 'QCY II II it IVAZEK TRIM I ALL 51DE5 I IIII Il IIII 1 51MPSON ABUbb P05T BASE(TVP- I RELEA5E THE CONTROL DEVICE ALLOWING THE WINDOW TO 1-- 6" cy 51MP50N ABUbb P05T BA5E(TYP- i II I I 1 ( IIII II 10 I I ALL COLUMNS) I FULLY OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING Q ^I IIII II IIII I I ALL 51DE5 IIG1 5 I 2 r7 x ALL COLUMNS) I I IIII E `� IIII I IIII �JINDOW Ijl I 1 I AREA OF THE WINDOW UNIT TO LE55 THAN 5.15QUARE FEET. W 4 1 " PERMA GA5T I II>L11 WINDOO�II ___JI I i I 1 L===�'==_��I I I 10" 5QUARE HB�G PERMA GA5T I _ a� I 10 SQUARE H$ G I _u I( I-I---------IJ q # U ' COLUMN #46382 W/5QUARE q I u----- COLUMN GAP 8 BASE OR4(b3b2 H/ UARE EQUAL) 1 FLAT GAP 8 BA5E (OR EQUAL) FDI I I ( 1 I - CORNER COLUMN TO BE 1 F e10 - CORNER COLUMN TO BE 1 I I 1 ( PROVIDED W/SPLIT KIT 1 NE.W Y Off' PROVIDED W/SPLIT KIT I 1 _ _ - B _HENT 1 I I 1 _ OB ER - - -j— _ T' BASEMENT - - - - = - ---tT - - - - - - - - - - - - - -- - - -� - L - -_ - - - - - -- - - - - - - - - - -L - - - - - - - - - - - - - -L - - - - - - - - - - - - - - - - - -� � - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - J 16023 W IT 9 UNIT 40 UNIT 4 0 UNIT 3 9 ER = SHEET NUMBER UN 3 C A CENTER LINE OF A C REAR ELEVATION DUET C LU STC-7 C-6 2 HOUR FIRE RATEDC-6 C-7 Z MODEL C (FESCUE) RE515TANCE WALL MODEL C (FESCUE) 1/411 . 11-911 z A55EMBLY (MODEL Q (MODEL Q ELEVATIONS W COPYRIGHT GRCH ARCHITECTURE F.C. 2017: ALL RIGHTS RESERVED B z C-6 w b"HIGH BLIND q"(R-3 ) ATT5+b"(R-Iq) 6" (R-Iq) BA U aUi BATTS G MBINED IN5ULATION GONTINUOUS VE O 4--)FLA5HING ' LINE OF ROOF 12 VALUE F z R-4q) r ' BEYOND® MASTER 12 ^v^ ,, BEDROOM \ 4 W � rn i RIDGE PENTS25 U . ''� m P)r—I U N RIDGE VENT 12 2"x 6"NAILER-LAB N> \ �12 BOLT TO VERT 5TUD „� vii 4?Z C/) _ INSTALL IGE WATER 5HIELD W/ "DIA X 6"L BOLTS Z U x `" PER MANUFAGTURER'5 OU o 4 5PEGIFIGATION5 TO MAINTAIN s PRODUGT WARRANTY c)_ ❑ RIDGE VENT m U 12 LINE OF DORMER 2"x 6'RR® Ib" I I m NOTE: 7 WALLS BEYOND® OG APPLY ICE 4 WATER SHIELD IN FAIR WEATHER WHEN THE AIR, BEDROOM#3 61, I I q° (R-30) BATTS a ROOF DECK AND MEMBRANE 12 2"x 4"5OFFIT BM5 OH. I I EXPOED LOW DR ROOF ®ARE AT TEMPERATURE5 OF 161,OG I I 40"F WC)OR HIGHER. FLU5H ROOFS 1x8 FASCIA BD. BEYOND LINE OF ROOF I � 8"AZEK BEYOND® 6ARA6E I I FRIEZE BD. tn I I O DIN A BEDR_M#2 WINDOW HEADER PER PLAN F- num P6REAT ROOM _ nI II _ - -- PLATE \ \ - - PLATE HT. TRANSOM WINDOW 0 Of I I 10"AZEK i i BEDROOM #2 OH. I i Fn: i I I 2'-0' FRIEZE BD. Z IJ �� OR I I O I 2"x8"® I6"OG FOR SEAT 711] - l I \ l� / Of it I _ ii ii 2 4 O 10" SQUARE HB$6 DERMA I I '- i i \ / EXTERIOR WALL -' CLOSED CELL SPRAY FOAM u- L� ° DOUBLE-HUNG WINDOW 1 I INSULATION TO COMPLETELY H M Q i i i -HTYVEK OR EQUAL SIDING 4 I I FILL SEAT CAVITY O G-I CAST COLUMN#46382 W/ � 0 5QUARE PLAT GAP I I ~ - I I I � I I I I = Z BASE(OR EQUAL) - I I i i i i -7/16"05B SHEATHING " (2)2"x8"® END W/A35 GARNER COLUMN TO BE _ -2xb WOOD 5TU05 0 I6 O.G. 5IMP50N CONNECTOR ❑ PROVIDED L SPLIT KIT i i " o ° -b R-21 BATTS II I"x 12'AZEK TRIM 51MP50N H2-5A CONNECTORS w I BD �• � GYP BD it FIN. 15T FLOOR I i i I FIN. 15T FLO - IV ELEV.+0-0 - - - ELEV.+0-0 ----- ----- - � 0 3/4"T4 6 OSB SUBFLOOR - - - - - - - - - - _ _ - - - - GLUED d SCREWED-RUN 1/16" 056 SHEATHING `v GONTIMJOUS BETWEEN PLATES I I bxb P.T.POST WITH I I lo" 50UARE 1116,16 PERMA I I I'-6" AT EXTERIOR WALL O .� -J 51MP50N BG52-3/b P05T I I CAST GOLUM>N #46382 W/ I I I 2X12 FLOOR I-- GAP ANCHOR 4 SIMP50N I I 5QUARE PLAT GAP I I WALL GARAGE - - - - - - - Jo15T5® Ib"OG. � WALL® MASTER I I I I ABU66 POST BASE(lYP BASE (ORE AL) - ( ( I �.p� FIRST FLOOR LINE 0 T I BEDROOM BEYOND I I I I -ALL GOLUMN5) CORNER GOL MN T9 BE I I I I PROVIDED SPLIT KIT I I 4 I ti,Y; - - =- -- - — 00 (� 4 FDI I I I I I I I I I I ❑ � I I I I I I I I � • • I �"� 0 I I I I UNE INI5HED I I I I I I I I I I I BA5EMENr I I B>�SEMENT U BASEMENT - - - - - - - - - - - - - - -1-1- - - - - -�- - - - - - - r-1 - - - - - - - 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -IT - - - - - -I-�- - - - 1111 - - L- - - - - - - - - - - - - -L - - - - - - �-- - - - - - - - L- - - - - - - - -I- - - - - - - - - - - - - - - - - - - - - - -1 - - - - - - - - - - - - - - - - - - -I- 1111 - - �- - - - 1111 - - I f; 2 �- - - - - - - - - - z LTH� L � T I Old FD-I (R-13)CLOSED CELL 5PRAY FOAM INSUL w B ALONG IN51DE FAGE OF FNED.WALL5-FULL HT I�q�� = 11 11 C-6 OR DRAPED BLANKET IN5U)LATION U O UNIT 40. MODEL C (FESCUE). CB6 BEDROOM #2 BAY DETAIL b"HIGH BLIND 1 1'-0" FLASHING 12 LINE OF ROOF Lu / BEYOND® MA5TER h h co w m 41- / BEDROOM ~Q N N N M f� N N 6 RIDGE VENT A5PHALT ROOF 5HIN6LE5 N N M M fD �- M to 8106E VENT 12 / 12F_ INSTALL ICE 4 WATER 5HIELD PLYWOOD SHEATHING PER MANUFAGTURER'5 5PEGIFICATION5 TO MAINTAIN PRODUCT WARRANTY RIDGE VENT 15*ROOFING FELT PAPER LINE OF DORMER— _ 12 / cn WALLS BEYOND® INSTALL ICE d WATER SHIELD PER APPLY ICE d WATER 5HIELD IN o 0 0 P o o J J BEDROOM#3 Z cn w w FAIR WEATHER WHEN THE AIR,NOTE: , MANUFACTURERS SPECS. A ROOF FRAMING Z Z z O z z X X ROOF DECK AND MEMBRANE MINI 4 MAINTAIN / w w w w w w g Z a a 12 CARRY DOWN FRONT OF FA5GIA- / > > > w > > n a o 0 ARE AT TEMPERATURE5 OF a EXPOSED LOW GDR / � w w w m v 0 0 40"F(5"C)OR HIGHER. ROOF BREAK FLUSH ROOFS G�ALUMINUM DRIP EDGE BEYOND 1x8 FASCIA BD. / 0 LINE OF ROOF BEYOND® GARAGE S"AZEK SUTTER / o FRIEZE BD. / BEDRM#2 _ N AREA __ _ _ GREAT ROOM PLATE HT. 77 TE HT. loin Irlllti r PLATE HT. i I'-11 1 411 =v z 10"AZEK l I I I I I OH. FRIEZE BD. 21_p11 i i i i l_ I C c� 2020 NYSRG- 6242"1.8 (503.8) oH. , , VENTING SYSTEM TERMINATION LOCATION: TFTT O m JL w W THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN _ \ © / I I IFIF10 SQUARE HBG DERMA I I w w II z > �� Y INPUT OF 10,000 BTU PER HOUR(3KW)OR ILE55 SHALL BE -' \ / _ i i i I I I II I N w w LOCATED AT LEA5T 6"FROM ANY AIR OPENING INTO A a-' TTTFT I I I I _ I I APPLY ICE E WATER SHIELD IN w CAST COLUMN #46382 W/ I I G-I FAIR WEATHER BUILDING,AND 5UGH AN APPLIANCE WITH AN INPUT OVER IOp00 o i i i i Q I I 50UARE FLAT GAP 4 I I Q WHEN THE AIR,ROOF DECK AND z Q BTU PER HOUR BUT NOT OVER 50,000 BTU PER HOUR 5HALL BE _ _ _ i i i i o I I - MEMBRANE ARE AT U INSTALLED WITH A q INCH VENT TERMINATION CLEARANCE,AND - o I I I I I I BASE(OR EQUAL) - AN APPLIANCE WITH AN INPUT OVER 50pC)0 BTU PER HOUR = I I I I - -�J TEMPERATURES OF 40°F(5°G)OR w 4 o I I I I CORNER COLUMN TO BE I I HIGHER. Q E T T SHALL HAVE AT LEAST A 12 INCH VENT TERMINATION Q I I I I PROVIDED W/SPLIT KIT I I F-+-I GLEARANGE.THE BOTTOM OF THE VENT TERMINAL AND THE AIR = I I I I I I 11 1 1 it 19 - I I M._4 FASCIA BOARD �'AZEK SOFFIT ❑ r T , INTAKE SHALL BE LOCATED AT LEAST 12"ABOVE GRADE. i i i I I I BOARD W/2"CONT. I I VENTING OR VENTED11 Ill 11 1 1 1 ill 11 11 ill 11 1 x FIN. 15T FLOOR i i i _11 h _ _ - -- _ I I a FIN. 15T_FLOOR VINYL SOFFIT ELEV.+0'-0" F- r 2020 NYSRG- 8312.2.1 _ _ _ - - - - - - - - IN DWELLING UNITS,WHERE THE TOP OF THE SILL OF AN - - - - DETAIL m OPERABLE WINDOW OPENING 15 LOCATED LE55 THAN 24" I I I IO" 50UARE N686 PERMA I I bxb P.T.P05T WITH I I I I I Z w Q ABOVE THE FINISHED FLOOR AND GREATER THAN 12"ABOVE - AH RD PLA KN 5HIN6LE SIDING I I GA5T GOLU"N#46382 W/ I I 51MP50N BG52-3/b P05Tcvn GAP ANCHOR 4 51MP50N THE FINISHED GRADE OR OTHER SURFACE BELOW ON THE -TYYEK OR EQUAL I I SQUARE FLLP}T GAP d ( I I I I I I cn EXTERIOR OF THE BUILDING,THE OPERABLE WINDOW 5HALL -7/16"05B 5HEATHIN6 BASE (ORE AU - I I ABUbb P05�GO UMNS) ( I I I WALL® MASTER I T SCALE: 1 1/2" = V-0" _ 1 w �G\ST �Eo COMPLY WITH ONE OF THE FOLLOWING: -2xb WOOD 5TUD5® Ib"O.G. I I CORNER GO UMN TO BE BEDROOM BEYOND 1 NRC ERr q� *OPENIN65 THAT WILL NOT ALLOW A 4 INCH DIAMETER 5PHERE o -b"R-21 BATTS I PROVIDED SPLIT KIT I I I I I I I FDI Q U_ �, ` C,,y �y Q TO PA55 THROUGH THE OPENING IN 1T5 LPIRGCST OPENED P051TION. I I I I I 'FALL PREVENTION DEVIGE5 THAT GOMPLY WITH A5TM F 20gO I I I I I THE WINDOW OPE KING CONTROL DEVICE AFTER OPERATION TO WALL @ 6ARA5E I I I I I I I I I I = ® . �r Z RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO BEYOND I I I i I I I I I I � FULLY OPEN,5HALL NOT REDUCE THE NET CLEAR OPENING I I I I I I I I I I BASEMENT O e i AREA OF THE WINDOW UNIT TO LE55 THAN 5.7 5QUARE FEET. BASEMENT _ _ - �_ - - - - Ti - - - - - - , I- -1111 - - IT - 1111 - - �I1111 — -r - - - - - - - _ - - __ - - - - - - 1111 - - EEl WY� rl- - � - - - - - - - - - - - - - - - - 1111 - - — L-- - - - - - - - - - -L- - - - - - - .L - - - - - - - 1- - - - - - - - - - - 1- - - - - - - - - - - - - - - - - - - - - - -I- -- - - - - - -J - - - - - - - -) - - - - - - -L- - - - - - - - - - - - - -I J 616023 BER IR1 C HT END ELEVATION B 1�4�� = 11_0 Q SHEET NUMBER C-Ei UNIT 39 UNIT 40 UNIT 39 DUET CLUSTER a. MODEL C (FESCUE) � — (MODEL Q (MODEL Q ELEVATIONS W 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED I LINE OF REAR CHEEK W 13'-0" II'-2" 14'-b" I 14'-2° II'-2" 13'-0" WALL 0 UNIT 40 w E - - - - - - - - - - - - 0 V C - - C A i A C O_ o N N Z _ 8" 10'-0° 4'-II" 4'-4"M.O. 5'-3" 4'-11" 4'-4"M.O. 4'-II" 10'-0" S° 12'-10" S" Z U ntn ca rn O Qw � M UNEXGAV. b o q o I ❑ 3: � � 00 4 P.G.SLAB WITH bx , q "' N 10/10 W.W.M.OR FI5ERME5H. 2 FDI FDI o UNEXGAV. MIN.3500 P51 GONG. I 4"PG.SLAB WITH bxb, FD1 I I ( 10/10 W.W.M.OR FI5ERME5H. _ r-------N MIN.3500 P51 LONG. I o. HD 2 HD — — EGRE55 I FD1 I FDI I � I HD O cv O o O I HD o HD EC-RE55 Z 2x12 FLOOR J015T5 4 O 2"x 10" o ® Ib"O.G. 0 p I WINDOW a FDI I ~ SLAB SEAT u� J O m O U - m 2x12 FLOOR JOISTS 71 4"WIDE J015T I • ® Ib"O.G. HD SEAT.T.O.5EAT D� o o - 5"LAB SEAT Z 4 I J 4"WIDE J015T HD O 12"P.G.FOUNDATION WALL 2 I SEAT.T.O.5EAT WITH DAMPROOFING ON 4 I o J o 2'-0" 10" 24"x 12"P.G.FOOTING 13'-2" ( FDI q'-4" 14'-8" I ELEV= (-)I I I-- 4 �]I O Ln ci 0 10"P.G.FOUNDATION ( Q p I1 1 P.G.FOUNDATION WALL M p 3 "DIA STEEL COLUMN I 4 I 24TM DAMPRo ooTIN6 NIO" Z DIRECT VENT HEATING EQUIP. r I WALL WITH DAMPROOFING I-0 14-S' q-4 FDI 13-2 2-0" Hp APPLIANCE CLEARANCE N � ON 20"x 10 P.G.FOOTING J • LIANGE5 SHALL BE INSTALLED FTGI ICON) [2 PPG (- —I I -T.O W.ELEV. = 0'-0" I ° iJ " O ❑ WI H THE GLEARANGE5 FROM r I 10 P.G.FOUNDATION 3 DIA 5TEEL COLUMN p DIRECT VENT HEATING EQUIP. w 4"WIDE WALL WITH DAMPROOFING " UNPROTECTED GOMBU5TIBLE I��� UNF NI D B MENT J I I ON x O x �D PG APPLIANCE GLEARANCE HD J015T SEAT. M TERIAL5 A5 INDICATED ON 4 E 8'_O'CEI ON 20"x 10"P.G.FOOTING I— N.b.N) APPLIANGE5 SHALL BE IN5TALL TOW.ELEV= (-)I'-I " A�LIANGE LABEL AND IN THE I_ -I •(R-I )GL SPRAY FOAM IN5UL -T.OW.ELEV.= 0-0 II� __II WITH THE GI EARANGE5 FR M „ DE MANJFACIURER5 INSTALLATION ALONG I E AG FND.WALLS-FULL ® I I I L_ I UNFINI5HED BRSEME T JJ UNPROTECTED GOMBU5TIBLE J015T 55EAT . > MP�TERIALS A5 INDICATED I N Td1E TOW.ELEV= 00 00 � ((�C�, f 8'-0"GEILIN TT��EE IN TRUGTIONS. �T��X� HOT JA ER P PIt��/ I "E� GL G Y OAM INSUL I_ _J APPLIANCE LABEL AND IN OYIDE FRE5H AIR INTAKE p Q UI T5 TO> INSULATED AS PER �I ALONG IN51DE AG HALLS-FULL MANUFAGTURER5 INSTALLA I I N II MEGH EQUIP PER CODE p 1- I O I � HT OR _ INSULATION INSTRUGTIO 5. I 2x12 FLOOR J015T5Jxt2 5T5 2x12 FLOOR J015T5 O Q I o0 00 �ALL EXPO HOT WATIER P INC AND/OR Ib"O.G. ® Ib"O.G. ® Ib"O.G. N.Y51N(6�DE. TO BE INSULA7 A5 PER o 0 PROVIDE FRE5H AIR INTA W �~ 0 r- p TO MEGH EQUIP PER GO U 0 2x12 FLOOR J015T5 I 2x1 LOOR�OISfi'S 2x12 FLOOR J015T5 n, ® Ib"O.G. � ® Ib"O.G. ® Ib"O.G. � � —I f� ❑ w O BA5EMENT 5LAB fi 8 0 FD 1 "4"P G.SLAB 1 . P51 GONG FDI `�l — _ _ — I I SEMENT SLAB _ —'SMI VAPOR I I m L J "4`PG.5LAB(MIN 2500 P51 GONG) J ' BARRIER iv p[ 8 ' MIL.POLYEiI ELENE VAPOR ' ` *TAMP d FILL T Ig5SK DENSITY p 3 BA FO1 u p r �— I4'-2" "� —2 I I FDI RTA d I TO gSSG DENSITY 101, 81-011 15-O x - P05T ABOVE (4)2 I FLUSH o O F- - _ _ UNDEfEARING WALL I I r F - _ _ (2)FJ _ - - 14'-2" a� xl !x 5'-0" 8'-0" 10" Q fA m� ( 11 4)2"XI LUSH > P05T ABOVE Z U '- _ - 21 FJ _ _ _ CD! UNDER BEARIN _ _ _ _ _ _ r w 30 � (2)FJ _ - �� I = Lu 0 4"WIDE J015T I f 12 FLU o -� o 5'-4" 0" SEAT.T.O.5EAT N ELEV= (-)I'-II' Q `n _ s 2 I LOOR J015T5 '- x - lD 4"WIDE JOIST N - / = _ 3)2X12 _ HD I - x l a' I 0 3 T.0 o 5! o SEAT.T.O.SEAQ L _ JRI-Z'\\ o C-6 - 2x12 FLOOR 5 5 _ r ELEV= UNEXGAV. 2x12 FL09R J015T5 o — _ I- I - - alb" � I�r :o 4 HIP P.G.5LAB WITH ® I "O.G. 7 b b, 10/10 W W.M. n' 4'- w °2 "o FD1 OR FIBERMESH. L J o 4, a„ 1-0" ° r — 2x12 FL JOISTS J UNEXGAV. Q N N N M e m " 1"17 ❑ N N M co to .- M to MIN.3500 PSI �'I _ ® Ib"O.G. 4"P.G.5LAB WI a GANG. / X I 8.. 4 - -- bxb,10/10 W.W. . FD t r 8 4-6 1 0 q 10 FD1 I I o J OR FIBERMESH. 2 x 10 ry - IN N MIN.350 1 N B = B g 5LAB 35EAT it-Oil I — Cg6 I C-6 C36 F4DI 8.. 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I 0 ILI �� GEST E R U NROBE LINE OF FRONT OF 2 I- �� o C� FOUNDATION WALL® 2'-0" 2'-6" 2'-b" 13'-0" I S-4 18-8 13-0" 2=6' 2'-6 2'-0 Q - r BEDROOM#2 UNIT 3q �' Lu mm C A A C = Z n I: 38'-8" U t 7r 7r ❑ �o UNIT 40 UNIT 39 I JOB MB MODEL C (FESCUEE) MODEL C (FESCUE) w 016023 HD- HOLD DOWN MULTIPLE LA GIRDER CONNECTIONS: GENERAL GONTRAGTOR5 AND 5UBGONTRAGTOR5 TO REVIEW THE5E = SHEET NUMBER GON5TRUGTION DOGUMENT5 UPON REGEIPT FROM ARGHITEGT AVD UNIT 4 0 UNIT 39 DUET CLUSTER,FOR ALL MULTIPLE LVL GIRDERS, LAG BOLT REPORT ANY AND ALL D15GREPANGIE5 INGLUDING ANY DIMENSIONAL FOUNDATION PLANz C � 2 AB= ANCHOR BOLTS® TOGETHER w/ I/2" BOLTS @ 2'-0" O.G., 2'� MIN, CONFLICTS, IMMEDIATLEY TO ARCHITECT FOR GORREGTIVE MEASURES 1/4"=1'-O" Q (MODEL C) FOUNDATION PLAN GARAGE 51MP50N FROM TOP 4 BOTTOM, $ MIN. 4" FROM END5 PRIOR TO GON5TRUGTION. DO NOT 5GALE DRAWINGS. DIMENSIONS (MODEL STRONG WALLS SHALL BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED LINE OF REAR COVERED PORCH ^ ' r--!O" SQUARE H1346 PERMA CAST COLUMN _ ® UNIT 40 Z V/ #46382 W/5QUARE FLAT GAP 4 BASE — — — w r 10" SQUARE HBdG PERMA o o � CENTER LINE OF (OR EQUAL) - CORNER COLUMN TO BE CAST COLUMN#46382 W/ 2 HOUR FIRE RATED PROVIDED W/SPLIT KIT 0 bxb P.T.P05T WITH I I C SQUARE FLAT GAP 4 BASE A RESISTANCE WALL A O U 0 51MP50N BG52-3/6 P05T I ( 14'-2" 1 C-7 (OR EQUAL) - CORNER C-6 ASSEMBLY r , T GAP ANCHOR 4 51MP50N i I i GOLUNIN TO BE PROVIDED 2'I T C-7 —(�-2-X8�•..� 14 — — — _D.O... ' 6x6 P.T.P05T WITH Z v � �. ABUbb P05T BASE(TYP I W/SPLIT KIT v s _ 51MP50N ANCHOR 4 /b POST 0 L- o � f° -ALL GOLUMN5) I I o o " ii'-0" I 13'-2" I 2'-0" GAP ANCHOR 4 51MP50N U '� ` Q 2'-0" 13'-2" I I I-0 - ,�._, n 14'-6 14-2 (2)3016 TR i ABUbb P05T BASE(TYP � U > COVERED ALIGN TOP OF 12 (2)3016 TR (2)3016 TR p (2)3016 TR COVERED I I -ALL COLUMNS) ._� o N r I la (2)3050 DH (2)3050 DH (2)3050 DH o ®(&-0"HP I PORCH I (0 2 Q�z N ® 8'-0"HD HT pI ® 8'-0"HD HT ® 8'-0"HD HT 1 PORGH TRANSOMS - 5'-b" 5'-6" b'-10" 1'S" 1'-4" 6'-10" 5'-6" 5'-6" - b'-1" b'-1" 1 f Z V ' f `n �- ALIGN TOP OF I o Q w C M X C M Q N I iq la 12 2 12 ry� 1RAN5OM5 I _ Lo coN u� xi — — — — — D1 DI f ❑ U M c� I DI I r 1 r DI FWD �+ I ,. M HD L — — — JL —� — J HD — slz 9016 TR 0 I 12 1q — i x 4 (D I 6080 5L. L.DR W! 3016 (2)2X10 HDR .J — — Q o DI pl r r DI a - I I (2) IS" 51D LIGHTS `� �i. D o — — — - I m HD L — J L — — — J HD305 I m Ir - - - 1r - - - � 1 I m L - - �J - - - J HO — i 111 r1 9016 TR i = (2)2X10 HDR 3016 � 6080 5L GL.DR W/ I — — — o (2)2X HDR — — — — N (2) IS" (DELIGHTS — –� ° r — r — I '" 3050 DH o ri/&" VAULTED CEILING \ HO L — — L — — — J ZBREAKFASTu� I I � I F/21 O HD la m 5.25 .HDR AREA \ DI / I (2)2X1 HDR o �- J --' VAULTED CEILING� � b -0 31-011 4'-2" 2'-0 4" I 14-0 1 \\ / BREAKFAST1.1 � 'm HD � 2816 TR® 1 � ° 21 "G° D1 � 5.25"x II 1/8"L HDR I I _ _ _ _ _ _ - � _ _ _ _ m z 1 14-0 1 2 0 4 2 3 0' 14'-0 6 F- -1 O I I I I 2852 DH � in 4.. � �� 4" �_ �� �_ �� �_ � �� �� cn 8-0 HD HT x Dt 1 I 1 1 2816 TR® 0 L J I 1 13'-0"TRAY GEILING I I i 21 "G o 2852 DH w 11 3 I I MASTER B DROOM I I i i I D1 L J 8'-0"HD HT o oLn VAULTED GEILING I D I I 1 I 13'-0" Y GEILING I �q m 0 �'1n PRE- AB I�__ I I FIRE LADE GREAT ROOM 1 � I � I MASTER BEDROOM � I �--� z (3 o I o-V I I I I I �w 1 1 Q II VAULTED GEILING FIREPL GE ❑ \ � T VAULTED GE LING 2 ( I 4 �--_J GREAT ROOM TE GL DR5 I KITGH N m_ RAISED HEARTH I I I I 1 I VAU TED GEILING �° o TEMP G DRS I �- - - - - - - - - -` i I o0 0o KITGHEN 101 I ( I I RAISED HEARTH H Z6 I6'-4" 4 6' 6" 14" 3'4'/ 41 5'-0" 4" 5\� 4 1 I 1 IV ° 2816 TR® / \ 1 — 4" �'-0 4 5-0 4" 3`h4 4" 6'-b" 4" I6'-4" 6 - W 2852 DH 1 I N 1 8'-0"HD HT L J s8 �t (~. 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(2)2X12 FLUSH cn U Ib ® I L J I r o - - I 1 T-0" I r (3)28 TR 2 PH I- -I VAULTED GEILING (2) 2X12 ® END - _ ccl 2"X — -I GEILING " 4" LINE OF SECOND&'-0"HE)HT I ( I DINING AREA `r - - z ��° ��/ 0"ATTIC WC I INT RG PRTN ' _ — — .$ — - FLOOR ABOVE I I I I 1 I ® GGE55 w ' = o m I 1- - (3)2816 TRH (A ` (2)2668 BIFOLD DOORS I 1 5D NO "A"GANT'L HATCH _ � 2"X (2) 2X12 ® END VAULTED GEILING V I LJ ( � I " 0 - - DINING AREA I I I a-0B�pHT z 10 SQUARE 14646 PERMA F_ -1 ry LOW(2)2X10 HDR b� " © 30 ATTIC �� CAST COLUMN#46382 W/ �' c" 66 I q'-0° m ,1b ®5D ,ybb q-0 GEWNG EF WC AGGE55 10" SQUARE 14$4 G Q SQUARE FLAT GAP 4 BASE I i I I "G I e GEILING MASTER 1 HATCH A"CANT' FJ 5D I I 1 (2)2668 BIFOLD ODORS L J I PERMA CAST COLUMN U (OR EQUAL) - GORNER (3)2X6 2 DN 14R BATHROOM © q'-0"GEILING �6 ® X66 LOW(2)2X10 HDR n, I ,`; #46382 W/5QUARE O COLUMN TO BE PROVIDED I- -JP05T DI o 4" 3'-l0" 4" 3'-4" 4" 10'-4" 4" EF 68 5D e n, be I FLAT GAP 4 BASE 0 Q W/SPLIT KIT �- N ° MASTERIF GEILING BATHROOM DN 4R 21 G (3)2X6 I (OR EQUAL) Zz - � HD e - �' ° = P05T L I CORNER COLUMN TO I 4" 10'-4" 4" 3'-4" 4" 3'-10" 4" ° Dt BE PROVIDED W/ o la f `r o TUB "x 3 `' SPLIT KIT r EHWR PAN m HD g DI Z GOVERED I I O GL. ��� m 5016 TR I�, I PORG4 I I o NOTE 5. _ o„x „ TUB o I r 7 (3) 2x6 HDR 3080 EXT IN5UL OR (� I 1 I o VAULTED CEI INC I I SHWR PAN I I GOVERED la x 2868 IN50L OR- TEMP.CLA55 0 5016 TR m � � � � co eo W/(2) 12” 5'-4" 1 i FOYE _ _ ' 45 MIN.FIRE PTN ON 2X4 I I _ NOTE "5": -o p I �ORGH 1 �- DI (3) 2x6 HDR F M o r- 17 51DELIGHT5 N RATED W/SELF '-' GL051NG DEVICE KNEE WALL B I I I 1 I 3080 EXT IN5UL OR B Y-Ao N N M M CO r M rn B im 12 I" 3' I" I1 6 10'-0" 411 3' 4" 6 C-6 B 2868 IN5UL DR- I I I 5'-4" W/(2) 12" i 2X12 J. I C-6 45 MIN.FIRE V LTED GEILING C-6 6x6 P.T.P05T WITH G02 - — — I I TEMP. 6LA55 N 51DELIGHTS 51MP50N BG52-3/6 POST " HD - ° RATED SELF FOYER TWO GAR GARAGE I I I PTN ON 2X4 CLOSING DEVICE 64�4' I6GAP ANCHOR 4 51MP50N m PS1 13-4" 10-011 " -4" - " m *4'P.G.5LAB(MIN.3500 2 2X12 FJ. i I KNEE WALL _ bxb P.T.POST WITH ABUbb POST 645E(TVP _� i GONG)REINFORCED WITH bxb, 1 r — — � 602 HD 51MP50N 13652-3/6 P05T m -ALL GOLUMN5) o j V i to/lo W W M. m 1q WC ®SD 1 *5LOPE 6Ai SLAB DOWN 2' 1 I I TWO GAR GARAGE 1 0 GAP ANCHOR 4 51MP50N DI - UP 15R TOWARD5 6ARAi DOOR I I * I (_ ABUbb P05T 5A5E(TYP = cn I d I 4 P.G.SLAB IN.3500 P51 z Q 1 I log"TYPE"X"GYP BD ON 6ARA6E _ I I' -ALL GOLUMN5) „© ;n " 6 , I COW,)REINFORCED WITH bxb, I L V o m z z z o z z z cn 3030 AWN 6 8-6 EF 4 4-6 3'-8' O I WALLS 4 GEILING H 2 ® WC Iq ccm O o O o o �Z �W�w J J le_ I 1 10/IO W.W.M. I 5D v� %n — V) c_n g a a ® 8'-O"HD HT " o m N * 'TYPE'X"GYP BD ON INT OF c, Q TOWARDS GARAGE DOOR I � a g > > 10-0 GEILING I * - '� LIVING SPACE COMMON WALLS TO I 5 SLOPE GARAGE SLAG DOWN 2 UP ISR O fl DI >W Lu> > _j w > m O BATH #2 "� I GARAGE I © a m �''1 FW-2 1 * "TYPE'X"GYP BD ON GARAGE I o 6 3'-8 4 6 4" EF 8 b 6 3030 AWN w m U U U " 1 Q I I N WALL5 4 GEILING m p dpi 10'-0"GEILING ® 8-0HD HT HD v bb`0 I I„ u I I ( IN TYPE°X'GYP BD ON INT OF I m BATH #2 m N LIVING 5PAGE COMMON WALLS TO ?�6 INT BRG PRTN I I LINE OF SECOND I I' 0 6ARACE N FLOOR ABOVE I I ILL I �66e AHD 141 " I I I INT BRG MTN � b (R-2U BATTS I I I �b (4) 2xb P05T I I I O Iq ENERGY NOTES - W-O"CEILING I I LINE OF SECOND 1 ® q GL. DI z BERROOM #2 �' I � - - I D/21 I I FLOOR ABOVE I I 5D L, - ALL CONSTRUCTION SHALL COMPLY WITH THE 2020 ECCCNYS 0 _ _ _ w (4)2x6 POST � � RESIDENTIAL PROVISIONS. HD b° 12,_0„ 6" IV 0" 4' I I�' II'-0O"GEILNG 0 U m `p 3 I "X I6"LOWS - - J- -L - -- - Lij - SEE SHEET T-2 ENERGY CODE NOTES N 1101.10.1.1 - N 1104.'1 0 iq 2_6 1 L r I� _ BEDROOM #2 m w w ( ) y DI - LVL GIRDER UNDER 16010 OH DR BEARING WALL _ 4" -' 18-0 6 12'-0" 6" 2' 6" ? w o _ m la m_ O Iq mHD — — — — 5 I/4'x 16'LVL HDR o Iq HD _� Iq `° (3) I "X I6"LOW 'a� Di N DI DI N ® I6010 OH OR LBEEAVILRIN6 HALL N U) O q 2020 Ni 62427.8 (503.8) RDE - _ - VENTING SYSTEM TERMINATION LOCATION: 1 DI a g` N W C-1.1 DI HD 1 5 I/4"x Ib"LVL HDR 1z HD r THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN INPUT OF IOp00 BTU PER HOUR(3KW)OR LE55`MALL BE LOCATED AT LEAST D/21 F/21 Iq DI 1 ❑ `✓� b"FROM ANY AIR OPENING INTO A BUILDING,AND 5UGH AN a - 5EAT Hp DI 4 DI APPLIANCE WITH AN INPUT OVER IOOOo BTU PER HOUR BUT NOT _ HD - 2 v C-1.1 ui v OVER 50p00 BTU PER HOUR SHALL BE. INSTALLED WITH A q INCH i (2)2X10 HDR �_ I VENT TERMINATION 61 EARANCE,AND AN APPLIANCE WITH AN INPUT - _ —_ — — — FW2 = ~ F--i m OVER 50p00 BTU PER HOUR SHALL HAVE AT LEAST A 12 INCH VENT ,�� 0 1q r r D1 HD 5EAT - HD ui z m TERMINATION GI EARANGE.THE BOTTOM OF THE VENT TERMINAL AND L — ) J 5 R — — J THE AIR INTAKE SHALL BE LOCATED AT LEAST 12" ABOVE GRADE. DI (2)301 _ _ _ _ _ (2)2X10 HDR J (2)3050 PI y.,, '° CD U r - - (2)3 I6 � Iq �. LINE OF UNIT 3q ® '-0'HD HT C A 2" A Iq C L — —(2) 9O_PH— — J W BEDROOM#2 FRONT BAY 4'-0" 4'-0" C-7 C-6 C-6 D1 C-7 ® 8' " DI p G\STE E 4'-0" 4_0" �� 2020 NYSRG- R312.2.1 WALL-BEYOND o 2'-6" 8'-0" 2._6.. I'-0" ROB 9 IN DWELLING UNITS,WHERE THE TOP OF THE SILL OF AN OPERABLE Ib'-0"R.O. I'-4" I'-S" I6'-0"R.O. I-0 2._6.. 8._0" WINDOW OPENING 15 LOCATED LE55 THAN 24"ABOVE THE FINI5HED 2'-6" 2'-6" 13'-O.. 18'-4" 18'-8" Q z .. �� FLOOR AND GREATER THAN 12"ABOVE THE FINISHED GRADE OR 13'-0" 2'-6" 2'-6" `" OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING,THE w � ® z � OPERABLE WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: 2'-0" 36'-4" 36'-8" 2'-0" U y *OPENIN65 THAT WILL NOT ALLOW A•4 INCH DIAMETER 5PHERE TO n CENTER LINE OF Z0 PA55 THROUGH THE OPENING IN IT5 LARGEST OPENED P051TION. TOTAL LIVING AREA = 2,O 13 S0. FT. 2 HOUR FIRE RATED � J *FALL PREVENTION DEVICES THAT COMPLY WITH A5TM F 2000 FLOOR PLAN I RESISTANCE WALL UNIT 3 9 FLOOR PLAN TOTAL LIMING AREA = 2,013 5Q. FT. ❑ tiEwyo (THE WINDOW OPENING CONTROL DEVIL o UNI E AFTER OPERATION T ASSEMBLY RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO FU'_LY OTE "A": 2X12 FJ @ 1611 OG. 1/4'�=1"-��� LIV�N6 AREA= 1,5aa 5Q. FT. MODEL C 1/4"=1f-011 LIVING AREA= 1,5gQ 50. FT. JOB UMBER OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING AREA OF THE MODEL C (FESCUE) (FESCUE) WINDOW UNIT TO LE55 THAN 5.15WAR.E FEET. GARAGE AREA= 3?7 5Q. FT. GARAGE AREA= 3Ti 5Q. FT. 2016023 COVERED PORGH AREA= 250 5Q. FT. COVERED PORCH AREA= 250 SQ. FT. w EF =EXHAUST FAN: GENERAL CONTRACTORS AND SUBGONTRAGTORS TO REVIEW THESE 4UNIT DUET CLUSTER SHEET NUMBER ONE CARBON MONOXIDE ALARM IN NEW ONE NOTE "5": � ��NOTE R: STAIR MANUFACTURER TO 50 CFM INTERMITTENT OR NOTE v : UNIT 0 AND TWO-FAMILY DWELLINGS,TOWNHOU5E5 MULTIPLE LVL GIRDER CONNECTIONS: CONSTRUCTION DOCUMENTS UPON RECEIPT FROM ARCHITECT AND = NOTE. 20 GFM GONTINUOUS PRE-ENGINEERED ROOF HD= HOLD DOWN AND DWELLING UNITS IN GROUP R-2 DE51GN STAIRS TO MEET ALL ALL DRYERS TO BE VENTED REPORT ANY AND ALL D15GREPANGIE5 INGLUDIN6 ANY DIMEN51ONAL z T�:U55E5 W/ 12" MIN. HEEL BUILDINGS(CONDOS 4 GO-0P5)AND UNITS APPLICABLE GORES AND TO FOR ALL MULTIPLE LVL GIRDERS LAG BOLT � TO OUTSIDE AIR PER CODE � ALL WINDOWS SHALL BE REPORT ANY DI5 O THE * PRIOR TO IMMEDIATLEY TO ARGHITEGT FOR GORRE ATIVEME MEASURES C\ Q FLOOR PLANH�:IGHTS (U.O.NJ � 24" O.G. TEMPERED ���FOR SALE,IN THE IMMEDIATE AND CONFLICTS TO THE TOGETHER W/ I/2 BOLTS © 2-0 O.G., 2 MIN, ® DETRGTORONOXIDE OYIDEPWITH DRAIN PANS PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. DIMENSIONS SHALL (MODEL J (MODEL w C � 3 ANDERSEN 200 5ERIE5 © ° VICINITY OF BEDROOMS,ON THE LOWE5T ARCHITECT PRIOR TO STAIR FROM TOP � BOTTOM, i MIN. 4 FROM ENDS DE516NED BY TRU55 ENGINEER GLAZING FLOOR LEVEL CONTAINING BEDROOMS. ®SD SMOKE DETECTOR BE GALGULATEI) AND NEVER 5GALED UNLE55 OTHERWISE NOTED. o FABRICATION. COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED J. Q O VJ C) Z w F_—TF—­I_ - - - - - - - -F-77-I _ 1= - 11'-0" PL HT AFF. 4 U U E -iI-J- - - - - - - - - �}- -I O U i I f�-1- - - - - - - - -I--H--� z II'-0" PL HT AFF. I I /P� A 4} --I- - - - - - - - - - -� _ i o o, m I I I 0 C-s CENTER LINE OF II'-0" PL HT AFF. I I I I 2 HOUR FIRE RATED Ict I'-0" o RE515TANGE WALL A C OH. I I I } N A55EMBLY C-6 C-7 I i I i U) ° Z I ( I I ICD I'-0" PL HT AFF. El OU Q w M 1'-0" I Q o I I I I "' OH. I I I co 11'-0" PL HT AFF. I FW2 CO I I I I I I � —� II'-O" PL HT AFF. I 11-01. OH. I _ I I IIII I I � � FRAME OH. 1 1 I I O f r� = � = = _�= _ = � = \\J // i t I _ - - - - - - - r J L- _ - � _ _ _ � _ _ _ ;tE H �_ I z IIII I- -F IIII I I I I o I I II I I 111 I 1 jl IIII U- Ln II F ��__-� I II I i I- T � IIII H- ��-_� I-- i II I l ii I I Ili I I II I I oz m I IL JI I I I I I III I I I I I I F - r- � I I ❑ 1 1 I I I X11 I I I III i I I I l l �I I �- I `-_- 1•""� II � II I I l a III I� � III I I III l I it I I IL JI I I F � I w III II I NOTE "R" ° III I I III I I i I I I 11 � II I I _ I I o II I I � Ir- � I I I II � II II �I I I I I � i II � I illi I � I ill I II III a l l I II III � r ' L J I I I II I I I I NOTE R I I �....� L_ =� � � I I I I I I �- - - - - - - - - --� I i o I I ° °o I - I i 11 J I I LJ _ _ J II z I I L _ J -- - - - - - - - - --� II I I I L - -� w w I I i t L - - I- � � 1 w cn �L _ _ m v 1 T- - - - III ❑ w O I-O' 1 b 15'-4" 1. 0.. 4" I l 13'-10" 4" 1 15'-0" 4" 1_4 I 4" —I 7-T- l 1 I (4)2x6 P05T i I FT- I I 1'-4" 4" 5'-0"I I 4 3'-l0" 11 4" 1'-0" 15'-4" b" 1,-0" ( ) H. v ROOF TRU55 61RDER_ _ _ - INT BR6 PRTN _j L- - - - I OH. - 2 (4)2x6 POSTZk IIII � IIII RAIL \ TI1B o INT BR6 PRTN ROOF TRU55 GIRDER III r IIII _ - - - - - - - - -z hl w v jLI — — o TUB RAIL I I w IIII 4° EF IIII OPEN TO FOYER BELOW ®5D b'-0"GEILING — b'-0"GEILIN6 — — — — — — — — — -{ p DN 13R F LOFT BATH #-1 6" - b' b" EF 4" \ I RAIL a- IF��" b 15 2 OPEN TO FOYER BELOW III I 4" 4" b" b'-0"GEILIN6 b'-0"GEILIN6 ® III L , - b' (01-011 4-8 3-2 (—BATH #3 LOFT —1 RAIL--\D15R �� I -- - - J ti 4" 4'_b.. 4 I-OR I `r _ lv� B I I I�- - \ ?66e U mr - - - - C-s 4° 3,2„ b° 3-0„ 4" C 68 I I I -I I b w w 00 ® I I I I OH. o W I I I i / Z IC `ge o SD B I I I I I I B I c� 4" 3,-O„ b" 5'-.2" 4" o I l I p II II I c-s 5D® ICL I o c-s I Nli Jo (2) 2"xb" N _� 1 L I z Z z 0 z z z �, W W b'-0"GEILIN6 FLUSH r T _ _ _ O o o o o Z IIII I I I I BEDROOM #3 I 6 - - - i ( ° 1 �� �� � Ln0g > > II I I I II III b'-2.. 4' 2. b.. 3.0� I o > > > _1 > > m 0 0 III II < I. - (2) 2"X8" 1�1 � � W � � mvUv EILINC- I V-O" PL HT. I \ I 1 1 N I m - I I LUSH BED GOM #3 1 t I I I CO OR L - - - - - - - _ J _ _=J I 3'-0" b / ' \ Ir-o" b" 3._0.. I l I i 1 I I I I I I1 Q L - - __= - \ I I i o -r - - - / I \ III ( N_ I 1 / I l ) ll'-O" PL HT. N ENERGY NOTES I I p i / I I I I i l 3'-0" I L _ �____-_ _-___ L J J IOH. - ALL CONSTRUCTION SHALL COMPLY WITH THE 2020 ECCCNYS I I I I / I \ / \ ® 11 r 1- \ � III I z a RESIDENTIAL PROVISIONS. IOH' I 1 / 8'-0" PL HT I I ( I I I \�, o = - SEE SHEET T-2 ENERGY CODE NOTES N 1101.10.1.1 - N 1104.1 I I I _ 1 ( I 2X6 HD (2)2x6 HDR I l I I � I �' " �.- M�1 8'-0" PL HT �\ I I 1OR o U `° o I I I w Lu LOWER PL HT. I I I — — — — N �, 2020 NY5RG- 62421.8 (503,, I I 1 305 DH 305 DH (2)2X6 HDR 2)2X6 H I I L- - W W O w iu VENTIN6 515TEM TERMINATION LOCATION: I b" I 1 1 l'-4"HD HT 7'-4" DHT - -C III —` 0 1 I- - Z ^ v o THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN INPUT OF _ _ _ _ - - - - - -- _ F--� 10,000 BTU PER HOUR(3KW1 OR LE55 SHALL BE LOCATED AT LEAST OR l - - - - - - - - III I I LOWER PL HT. I ( 3 2 DH 3(7.2 DH 1 1 1 Co 6 FROM ANY AIR OPENING INTO A BUILDIN6,AND SUCH AN I I 1 " I 1 I I' 6" w O „ APPLIANCE WITH AN INPUT OVER 10,000 BTU PER HOUR BUT NOT I = I , 4 D HT ,-4 D HT OVER 50,000 BTU PER HOUR 5HALL BE IN5TALLED WITH A q INCH I I I a-0 PL HT AFF. 4 I I L =I = _ - _ _ _ _ _ _ _ _ _ _ _ - _ D VENT TERMINATION CLEARANCE,AND AN APPLIANCE WITH AN INPUT I OH. I � I OVER 50,000 BTU PER HOUR SHALL HAVE AT LEA5T A 12 INCH VENT I I i I 1 OR b 4 ze I ° _ TERMINATION CLEARANCE.THE BOTTOM OF THE VENT TERMINAL AND FRAME 511-011 P HT AFF. I I I THE AIR INTAKE SHALL BE LOCATED AT I EAST 12"ABOVE GRADE. L L _ T = _ _ _ _ _ _ = J J I OH. N 11'-0" PL HT. 2'_4" 2'-4" 2'-4" 2'-4" 2'-4" 2'-4" 2'-4" 2'-4" OH _ Z m —_ ---� J T - - - - - - - - -� - J� Q 2020 NYSRG- R312.2.1 i FI — — — — — — — — r — ll'-O" PL HT. z IN DWELLING UNITS,WHERE THE TOP OF THE SILL OF AN OPERABLE WINDOW 70 4'-b" 2'-b" 4'-b" 4'-b" 2'-S" 4'-b" L - - - -_- J I o= U 0 0 ai OPENING 15 LOCATED LE55 THAN 24"ABOVE THE FINI5HED FLOOR AND �� N o GREATER THAN 72'ABOVE THE FIN!5HED GRADE OR OTHER 5URFAGE BELOW 4" �}��EN Ra ER 0 ON THE EXTERIOR OF THE BUILDING,THE OPERABLE WINDOW 5HALL COMPLY 1 FW WITH ONE OF THE FOLLOWING: 3-0 12-0 3-4 3'-4" 12'-D" UNIT 3 9 ti� " UNIT 4 0fn p�, �� m n OPENINGS THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE TO PA55 THROU6H THE OPENING IN IT5 LARGEST OPENED P051TION. 1 ~ FALL PREVENTION DEVIGE5 THAT COMPLY WITH A5TM F 2090 MODEL C (FESCUE) A CENTER LINE OF A MODEL C (FESCUE)(THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO RELEASE THE 0 C-7 C-6 2 HOUR FIRE RATED C-6 C-7 CONTROL DEVICE ALLOWING THE WINDOW TO FULLY OPEN,5HALL NOT RESISTANCE WALL �e�o �. REDUCE THE NET CLEAR OPENIN6 AREA OF THE WINDOW UNIT TO LE%THAN I A55EM13LY w 0 5.l5QUAREFEET. SECOND FLOOR PLAN SECOND FLOOR PLAN ° I ..................... .. . 1/4"=1'-0" LIVING AREA= 414 50. ET. 1/4"=1'-0" LIVING AREA= 414 50. ET. JOB NUMBER EF EXHAU5T FAN: GENERAL GONTRAGTOR5 AND 5UBCONTRAGTOR5 TO REVIEW w 2016023 ONE CARBON MONOXIDE ALARM IN NEW NOTE "5": MULTIPLE LVL GIRDER CONNECTIONS: 50 CFM INTERMITTENT OR NOS �����. THESE CONSTRUCTION DOCUMENTS UPON RECEIPT FROM Q SHEET NUMBER ONE AND TWO-FAMILY DWELLINGS, NOTE: STAIR MANUFAGTURER TO DE516N 5TAIR5 TO HD= HOLD DOWN © 20 GFM CONTINUOUS UNIT 4 0 UNIT 3 9 DUET CLUSTER TOWNHOUSES AND DWELLING UNITS IN FOR ALL MULTIPLE LVL GIRDERS, LA6 BOLT ALL DRYERS TO BE VENTED ARCHITECT AND REPORT ANY AND ALL DISGREPANGIES GROUP R-2 BUILOIN65(GOND05 4 ALL WINDOW5 5HALL BE MEET ALL APPLIGABLE GODE5 AND TO TO OIMIOE AIR PER CODE INGLUDIN6 ANY DIMENSIONAL GONFLIGT5, IMMEDIATLEY TO GO-OP5)AND UNIT5 OFFERED FOR 5ALE, ANDERSEN 200 5ERIE5 REPORT ANY D15GREPENGIE5 AND GONFLIGT5 � = TEMPERED TOGETHER W/ I/2 BOLTS 2-0 O.G., 2 MIN, ® CARBON MONOXIDE "ALL WISHER TO BE Z _ IN THE IMMEDIATE VICINITY OF TO THE ARGHITEGT PRIOR TO 5TAIR FABRICATION. 6LAZIN6 FROM TOP I$ BOTTOM, I$ MIN. 4 CONSTRUCTION. DO NOT FROM EN05 DETECTOR PROVIDED WITH DRAIN PANS ARCHITECT FOR GOMEASURES PRIORT SCALE DRAWINGS. DIMENS5I1ONS 5HALL (MODEL Q (MODEL Q FLOOR PLAN Ow 4 BEDROOMS,ON THE LOWE5T FLOOR 5MOKE DETECTOR BE CALCULATED AND NEVER 5GALED UNLE55 OTHERWISE NOTED. w LEVEL CONTAINING BEDROOMS. COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WOOD ROOF TRUSS SPECIFICATIONS: I6-2" GABLE WIDTH NOTE: 5/8 INCH THICK ROOF SHEATHING IS TO INSTALL ICE 4 WATER 5HIELD PER TRUSSES ARE SPECIFIED 6x6 P.T.POST WITH bxb P.T.P05T WITH z W MANUFACTURER'S SPEGIFIGATION5 TO MAINTAIN BE USED, WHEN ROOF o 0 51MP50N 8052-3/6 P05T SIMP50N BG52-3/b P05T w PRODUCT WARRANTY AS THE ROOF FRAMING MEMBERS. - GAP ANCHOR 4 51MP50N GAP ANCHOR 4 51MP50N " 16-2 GABLE WIDTH � � 8 AM66 P05T BA5E(TYP AB%b P05T BASE(TYP Uaj NOTE: ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING -ALL COLUMNS) -ALL COLUMNS)ALL 6 APPLY ICE 4 WATER 5HIELD LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN 4 IN FAIR WEATHER WHEN THE AIR,ROOF DECK _ _ z V 2 � AND MEMBRANE ARE AT TEMPERATURE5 OF 40°F (5°G) OR HIGHER. PER SECTION 1605.3 OF THE BUILDING CODE. —D.Q� -- (3) 7� P.T-.61RDER- GENTERLINE OF 2 HR FIRE 0 a) .t., U ' i C A RE515TANGE RATED WALL A C ,�� �r jo: PRE-ENGINEERED ROOF 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE I IIA55EMBLY CARRIED — — — — TRU55E5 PER TRUSS MANUF 11'-0" PL HT. C-7 C-6 ATTIC TO UNDERSIDE OF C-6 C-7 _ _ _ _ - STRESS DESIGN: I_ I —(3)25-P.TIRD — — R0� o ` EQUATION 16-8 ' 12 � 12 ,0 1, p„ ROOF 5HT6:TYP .,_.. N }. D ( ) to q � o a � _ 51MP50N 5TRON6-TIE D + L (EQUATION 16-9) oH. I I Iry oH. ' z _ EQUATION 16-10 I I I O U m MT5 STRAPPING(LENGTHS VARY) D + S ( ) , ,�I II'-0" PL HT. `c' D + .6W (EQUATION 16-12) I ' I Q a� M CONTINUOUS WALL 5HEATHIN6 TO m �i 12 2 12 i U Wo - 0 TOP OF TRU55 HER I - I'-o" N D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) E i a o a I'-o" _ r N co �► NO "R" II' 0" PL HT. oH' X) ( I OH. ❑ U M co D = DEAD LOAD, L = LIVE LOAD, S = SNOW LOAD, W = 0� to HEEL HEIGHT VARIES-SEE TRU55 DRAWINGS FOF. LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL cvl I Q o HATCHED AREA INDICATES ACTUAL HEEL HEI6HT5 BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30 �� II'-0" PL HT. LOCATION OF FIRE RATED ROOF II'-0" PL HT. No "R" i6i OF ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND 2 4 WALL SHEATHING,4-0 FROM i v�I SPEED (101 MPH BASIC DESIGN WIND SPEED) IN I f I - - - - - - - — — 11-01, I ~ _ �� oHALIGN FA5GIA5 C-1.1 I o o N 12 EXPOSURE CATEGORY B. III-011 PL HT. _ 2 IVARIES ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE ( / // FRAPE 1'-o" - - - - - - J _ FOLLOWING DESIGN LOADS: ' / -' ///j// oH. C-1.1 ALIGN FASCIAS oH. I— _ ���- I z // / \ -� TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND / / O LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD / / j // // I U UP LOADS AS REQUIRED BY ASCE7-10 , TCDL = 15 - Gu>7ER - PSF, BCLL=10PSF, AND BCDL = 10 PSF. PROVIDE 2 ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE j /j j// � / ///j Z NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. — G-5 12 z 12 _ _ O 8'FA561A BD I _ TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD a a / ./%//// // //// I— U DEFLECTION OF THE LESSER OF L/360 OR .75". I 0 ILL Ln 12 12 TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO � ,�Y" . � / / a� � �a O VENTED VINYL SOFFrt ' �� ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR ////// // / I z TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL I I ; /j j/// ///jj//j / ( � ❑ INCLUDE THE FOLLOWING INFORMATION: tQ� INT.BEARI G TRAY GEIL. 1. DEPTH, SLOPE (IF ANY), SPAN, AND SPACING. 7L- WALL BELrW 2. LOCATION OF ALL JOINTS. I I I I �,I'/j//// �/j//// 3. REQUIRED BEARING WIDTHS. OR I I ®� j / // ' j/j TRAY GEIL. I .BEARING LEADER TO DRYt^ELL- TYP--- 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. I " I I i� K�LL BELOW 4.2. TOP CHORD DEAD LOAD. NOTE "R 4.3. BOTTOM CHORD LIVE LOAD. I I °� �� / // //////// 4.4. BOTTOM CHORD DEAD LOAD. r ! /// // j j//jj�/ I I ® I I off O 4.5. CONCENTRATED LOADS AND THEIR POINTS OF I I N / ///// /////// No "R" ., APPLICATION. L (— J -� /j// a T 4.6. CONTROLLING WIND LOADS. I �/ / / /// j I ( w F� 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR / /// / // / — — �-N I I 0 DESIGN VALUES FOR CONDITIONS OF USE. i / / / I DETAIL6. EACH REACTION FORCE AND DIRECTION. — '/ /j/// T I J J 7. JOINT CONNECTOR TYPE AND DESCRIPTION E.G. SIZE / / // NOT TO SCALE / /� /� ❑ w THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION � � - - - � / C - 5 EXCEPT WHERE // II SYMMETRICALLY LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL NOTE: — — — INSTALL HALF OF PLATES. FASTENERS® EACH o 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH (3) 2X6 P05T END EN STRAP / INT.BEARING MEMBER. �WALL BELOW o ROOF TRU55 BIRDER I — — 9. CONNECTION REQUIREMENTS FOR TRUSS TO L� 0 GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD INT.BEARING (3) 2X6 P05T Z V ® SPLICES. III I ;// V %//j/// WALL BELOW w m�amoo 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. II-0PL HT. i //// - _ ROOF TRUSS GIRDER g coos - - - - - - ® 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS ° MEMBERS. I III TRU55 RIDGE W/VENT U ° ° SWWN srRM 12. REQUIRED PERMANENT TRUSS MEMBER BRACING ' a I� III I I j/// / �5 I I III II'-0" PL HT, o u ° ° TIE rw LOCATIONS. I III �= I I i / / -- I 1 TRU55 RIDGE W/VENT III 12 o I._p.. °o° * TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH OH. ° ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND (3) 2X6 P05T 51 scene MANUFACTURE OF METAL-PLATE-CONNECTED WOOD III I Mrs 51RAMIN6 TRUSSES SHALL COMPLY WITH ANSI/TPI 1. THE TRUSS h(- - - -III I I i% / ' IOR 14-10a DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY 1._6.. �OfFwR� - - - -III I I �` '/ /" (3) 2X6 P05T (TOTAL) A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF OH. c,.. I �Q _ _ _ I \ / NEW YORK. I— _ _ _ ROOF TRUSS DESIGNER TO ADJUST HEEL HEIGHTS, II'' - - __ - {� / co 6 6 0 * I I N J� i�- - _ - I=- - - - I- F J (�/ / // I Illy- - - - -Ili NOTE "R" I'-6" Q N N N M `° N N `2 N COMBINATION ONLY DETAIL 2 OVERHANGS, AND ROOF PITCHES SO THAT FASCIAS AND o N(- �, �� - - - /� / %� pH o N N °; M M �; U5E I RIDGES ALIGN AS SHOWN ON ELEVATIONS AND SECTIONS. B WHEN STUDS ANDRAFTERS * TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH C-6 I� I'` ::: I I o j 1 - - J I , �j///� THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT o , I {/ / � ` DO NOT ALIGN NOT TO SCALE - WOOD MEMBERS CLAMPED IN RIGID FIXTURES DURING N z II - N _j N ® g i // / / j / I - - - �L B C I 1 — I Ir \ i I o - ASSEMBLY TO INSURE TIGHT FITTING JOINTS. -o N rl �- - - - - - -_- C-6 //� / // / �d I I- - - - -I i z O I C-6 * TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER -LI h� I _ _ -1 LI! j/ / ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. O - - r , j / j/ j ® I - - - 1II THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND __j _ — h� - - - I I ( // // r� 'rl I - N �I11 I _ / _ �C= r —I ALIGN WITH TOP I/ // // / L - - - - - - J I - — N o V) z to to METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR ° hr- - - / / / - - -l� J- - z z z o z z Co x x SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN I— I CHORDS OF // / o -� I I // / / ALIGN WI�TOP- r _ I O o 0 o Q o o z V' Jw Lu J ROOF TRU55E5 C - _ z a a n - -- - }/ P / / CHORDS OF F -I� — �- > a g > > I DESIGNED AND INSTALLED TO PREVENT ROTATION AND L f- Ca I I / I I + > > > w > > a o 0 PROVIDE LATERAL STABILITY IN ACCORDANCE WITH 4 0 I I I / j// /( I ROOF TRU55E5 I (- -c - T — i �� � 1z W w w rt m v v v I I ACCEPTED INDUSTRY PRACTICE SUCH AS THE SBCA I I NOTE I // // I - 6x6 P.T.P05T WITH ( / ALIGN WITH TOP I i F — — INT.B INC I I // i BUILDING COMPONENT SAFETY INFORMATION (BCSI) GUIDE 51MP50N 5652-3/6 I'-o" I WALL OW 5'-8" I' 8" 5'-8" / �` / / %� CHORDS OF I I - � - J I TO GOOD PRACTICE FOR HANDLING, INSTALLING & POST GAP ANCHOR oH. S 1 +' // X I I o " I BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. 4 51MP50N ABU66 I J I I �/I/ / / ROOF TRU55E5 I TE "R" o * IDE APPROPRIATE CONNECTOR AT BEARING POINTS P05T BASE(TYP- L— I PROVIDE bxb P.T.P05T WITH _ OF ALL ROOF TRUSSES TO RESIST UPLIFT LOADS SHOWN ALL GOLUMN5) — — i r/( // 5 8 I 5 8 1 1 INT. RING I �� , 1'-0" 51MP5oN BANCHO6 2 HR FIREWALL BELOW ROOF �' 6 o . V/ / / WALL BELOW I w OH. P05T GAP ANCHOR NOTE: INTER5EGTIN6 ROOFS ON TRUSS DRAWINGS. 7 I I I ,I� / / /// �jl I I -�� J 4 51MP50N AB%b WEAVE ROOF SHINGLES AT I GARRY TO UNDERSIDE OF * TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, o " P05T BASE(TYP- I- INTER5EGTION OVER ICE 5HIELD HIGHEST ROOF SHEATHING - DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY II-0 PL HT. I. NOTE "R I I ( %/'� ///// � I /� / / — — ALL COLUMNS) z MEMBRANE - CARRY MEMBRANE MIN. 24"I I ( TYP. WITHOUT THE APPROVAL OF A REGISTERED DESIGN I /# �/ I CAH. ® I g N 1 12 12 12 12 / / / // OUT IN ALL DIRECTIONS OF N PROFESSIONAL. to I I2 �` 12 12 I ///` �j /j/ I I 0- r , INTER5EGTION - I * THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS �$ //, r // �A I I ;� NOTE "R" II'-O" PL HT. � i Z AND METHODS OF ERECTING THE TRUSSES. THE ` ' -NL -NL- // �/ 1 -,> W Q CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY �I o I _ - / // 12 12 12 12 I_p j 1--� Y W< I U I-► BRACING HAS BEEN DESIGNED AND INSTALLED FOR THE &'-q" PL HT N ROOF BREAK - - i j % / I�// = j% /j 12 12 I I I pH w = a INSTILLATION OF THE TRUSSES. LLI � o � / / / I I N 111[L i ROOF TRU55 I 12 12 j/// / // -J-- o �_- I I ca z CO NF `'' 8 -0 // / /// ROOF BREAK u� S-q PL HT W O O _ HIP RAFTER, 1'-6" — �p / / / � ./ I a 12 12 a 5I GORHNER TIE P HIPSEE PLAN OH. N a GSS III'-0" + ROOF B� / / / — I I J PL HT. N / / /// � / T— — �� I— —1 I ❑ NOTE R 1._b.. S.. j� -�— I Q N I I'-6" � � " FRAMEL / J- OH. o o q-0 PL HT. OH. /j//j//j j o II'-0" PL HT. �� a Sys Z m " NOTE "R" 'b - V I I C II'-0" PL HT. o o II"-0" PL HT. pH z �,\STE F I? �v q'-O" PL HT. C7 �C. cn II'-0" PL HT. n ti y $ 11'-0" PL HT. r . CC7 CA6 CENTERLINE OF 2 HR FIRE ,z Y J My RE515TANGE RATED WALL UNIT 3 9 U 2 10 ,( E DETAIL EXTERIOR WALL UNIT 40 A55EMBLY CARRIED THRU 0 FW Y� ROOF WEA 3 ATTIC TO UNDERSIDE OF A C TOP PLATE H I P MODEL C (FESCUE) ROOF SHTG:TYP �-6 �-7 MODEL C (FESCUE) DETAIL NOT TO SCALE C- 5 GONNEGTI ON C- S JOB NUMBER 6UTTER5 4 LEADERS NOTE R: 2016023 INSTALL ICE AND ALL 6UTTER5 $ LEADER5 5HALL BE BAKED WHITE ALUMINUM .032" NOTE 0: NOTE 5: PRE-ENGINEERED ROOF UNIT 40. UNIT 3 9 DUET CLUSTER. Cf) SHEET NUMBER WATER 5HIELD PER ROOF PLAN MIN. GAUGE, GUTTERS 5HALL BE 5" SEAMLESS, 0.6. STYLE W/ ALL PRE-ENGINEERED OVERLAY PRE-ENGINEERED SCISSOR TRU55E5 W/ 12" MIN. HEEL ,] MANUFACTURE'S ROOF TRU55E5 @ 24 O.G. HEI6HT5 (U.O.N.) ® 24 O.G. RELATED � REQUIRED AGGE550RIE5. LEADER5 5HALL BE MIN. ROOF TRU55E5 @ 24" O.G. " SPEGIFIGATIONS TO (MODEL C) (MODEL C) ROOF PLAN 2'0", .021" GAUGE l^V CLIPS 4 ANCHORS. CAULK 4 SEAL ALL DESIGNED BY TRU55 ENGINEER DESIGNED BY TRU55 ENGINEER DESIGNED BY TRU55 1/4 =1 -0 MAINTAIN PRODUCT (D 5 JOINTS. PITCH GUTTERS MIN. I/8"/FT. PROVIDE P.V.G. RECEPTORS EN61�lEER w 8" ABOVE GRADE TO REGEIVE LEADER5 (GL05ED GAP DE516N). WARRANTY 0 COPYRIGHT GRCH ARCHITECTURE P.C.. 2017: ALL RIGHTS RESERVED OPTION#I 2020 NY5BG SECTION 10bb-EXGEPTION 4: 48"MIN 48"MIN � ^^ ,, DESIGN No. U336 2 HOUR FIRE RATED RE515TANGE WALL ASSEMBLY MAY TERMINATE W OPTION#2 Z c ' AT UNDERSIDE ROOF 5HEATHIN6 IF FIRE RETARDANT TREATED 2020 NYSBG SECTION SECURE ROOF SHEATHING TO G-RUNNER TRACK W WALL RATING _ ��, 5HEATHINC7 15 INSTALLED FOR A DISTANCE OF 4'-0"ON BOTH 51DE5 106.6-EXCEPTION 4: 2"G-RUNNER TRAGK2"-CAULK FOR OPTION#1 E OF 2 HOUR FIRE RATED RE515TANCE WALL ASSEMBLY 2 HOUR FIRE RATED RE515TANGE SMOKE TIGHT JOINT OVER p FINISH RATING - 120 MIN. WALL A55EMBLY MAY TERMINATE AT METAL EDGE FLASHING 4 OPTION#2 O --d (� 2 48 48" THE UNDERSIDE OF ROOF NON-RATED SECURE WAS SHEATHING TO p STC RATING - 61 SEE ITEM 7 5HEATHIN6 PROVIDED THE ROOF 15 1 TYPICAL ROOFING Z w PROTECTED WITH 5/8"TYPE "Xn G-RUNNER TRACK ROOF TRU55 O o GYPSUM BOARD DIRECTLY BENEATH F- 4-d :3 cn 53 THE UNDERSIDE OF ROOF 5HEATHIN6 AND 15 SUPPORTED BY 2"LEDGER5 RAKE BOARD -TYP o ATTACHED TO THE 51DE5 OF ROOF 2' H STUD TRACK AN FRAMING FOR A MINIMUM OF ___-- _____ ___ �'z ^5 ; OPTICN #2 TYPICAL SIDING -F 'i ---- - -- Z U L 5 co Ln CAU K FOR 5MOKE TI H DISTANCE OF 4-0 ON 80TH 51DE5 Lx J Lx O L X cn M J61 T OVER HOUR FI D RESISTANCE D V Q w ca r> •/ ` ....... ...,•............_-----__-_-----_-_•---- 2x TUDS CONTINUED 4._0..� 12"VERTIGTALLY d 12"IN HORIZONTALLY = t � 00 WALL A55EMBLY ALLOW •" ww.....•....•......._,..•..., .•.......•.•...... .......rw v...vw....__............•....,.._r__..... 1.__.............r...... .•,.n,..,..,....,..,..,,• L ❑ V M .... I'--- - ... w..._'---___--....... - _,� .............--- -- ROOF SHEATHING 2x4 LED6ER5 W/ . �.. �..........`................--.............. HOUR FIRE RE515TANGE GS 0 T ASSEMBLYEAGCHDSIDE.IMINIMUM 7TA Cl) �:• •1 '� `: ' �• I AI 5PAGE EA. 510 DPT.#2(TYPE GLA55 B ROOF SHINGLE TO BE z 2"x2"x2 Y"LONG = r.1 .o • :y:.r:;,;' '�:`,i ............ '' -- =..a�: ;-- -- --- ..::^s- .. ... ... ....-.r_,y'i�: __.......... - _.kti:�r.......... .. ..----..... -- 0 063 U56 ALUMINUM xy'` �'. ` �'A �` LW REATED PLYWOOD 514TG tt' BREAKAWAY GLIP5 ....._.. ..,,.. , 1 ' OUT IF LONER ROOF 15 \ 1; r �''� GYP. BD. OR MINERAL 0" BELOW HIGHER ROOF 5,' WOOL FIRE BLOGKI SECURE ROOF FING� _ SHEATHING TO TRUS _------ '-, .063 U%ALUMINUM Z CONFIGURATION1� 3 I/2 (R-13) BATT ASW CLIPS OR .O(3 USCF x ---------- Tx x'� ------ BREAKAWAY CLIPS O • ALUM ANGLE CLIPS ---- - i::Xi'OSI-IT)TO 1`1 F1Z{�M AR1:A St..11.4,RiVI.10N, 1: AT.T.SITE:()N1.Y'.. J L � L U ___._,.••... ....____, _,....._-_._-_-..........__._.......__._.._.._..__ I AIR 5PAGE I"AIR SPACE IN AIR 5PAGE DOUBLE H-5TUD TRAGK -�. � ; ry 5GREWED BACK TO BAGK : t (2)PIECES 6.P.T GK I"FIREGUARD �..,� ' `,_. I/2"GYP.BD to DOUBLE H-STUD TRACK SCREWED FILL I" CAVITY AT FLOORS AND TYPE "X"SHAFTLINER, TER PROOF 80ARD5 W/FISER6L FINISH ON BOTH --www-- : �_-w -wwwwwwwww . M. . wwwww `,/. .., ------ ..........._...... BACK TO BACK EILIN6 W/GYP. BOARD OR MINERAL SIDES AND EDGES w------------ O -- - rr„....f.... 1-.....,. „,,.r.�.. �... -----........,.,�.:.:---- ,.�r:. . . ...........- .,.,.,.k.. WOOL FIRE BLOCKING I AIR 5PAGE Ln . ................................. a - ................ . .... l a.... ,..•.. . ...1 ��lJ " ....... .:_.... ... L....... - " i..r. ................................................................ ............................ ........ ._ ....... .............. --.......... - I x 2 H-STUD TRACK ,. - :_.........•.......................----...... __ ..�..,. �__.......... ..........._..._._ ... INE - m �-' _• '- ' '�' `� � 2) PIECES GP TOU6HROGK _ . .......... :> ....... . FIREGUARD TYPE "X" 5HAFTL R, _ O CEE_ ..... ---. __. �_..a_............ o Z }_ s. , , - ........----- rte,, . ...__........_ . . _._._.,.,.,..:v se 4 t p,-:=; :, :�I WATER PROOF BOARDS W/ I ,; <' �`;+ I``•; .``�: r• �:,Y' 2x4 P.T. SILL PLATE ,,.,, 1 -";� j •� FIBERGLA55 FIN15H ON BOTH 51DE5 ❑ ::...._ _6.. -= . �_..-__.........:.. _.. . ", �.........._._._..,•...,. -� ........• I F I R5T FLOOR �, `�r_- :t a...... ; AND EDGES T a.... --- ... 3.'4" AIR SPACE - ' _ OPTION#1 e. �.1_. SUBFLOOR GLUED RIM J015T PER FLR J015T MANUR ...... ; 5GREWED - RUN 2020 NYSBG SECTION 106b-EXCEPTION 4: t. ` 'I! - - FILL I CAVITY AT FLOORS AND CEILING W/ ROOF TRU55 2 HOUR FIRE RATED RE515TANGE WALL A55EMBLY MAY CONTINUOUS BETWEEN = JOISTS PER PLAN PLATE5 AT EXTERIOR GYP.BOARD OR MINERAL WOOL FIRE TERMINATE AT UNDERSIDE ROOF SHEATHING IF FIRE RETARDANT O CONFIGURATION E'� WALL = _ (2) 2x4 P.T. SILL PLATE BLOGKING .063 U56 ALUMINUM TREATED 5HEATHIN6 15 INSTALLED FOR A DISTANCE OF 4'-0"ON > �-w _ _ BREAKAWAY CLIPSWN EXPOSED TO [111E FROM [-JTIE,._R SIF3L BOTH SIDES OF 2 HOUR FIRE RATED RESISTANCE WALL ASSEMBLY l^1 ................................ ......................... .,,• . ........_.... = t~ UJ 4" 1;4" .� 4" (R-13)CLOSED CELL SPRAY FOAM IN5UL 9"(P ANCHOR BOLT5 (14" LONG + OPTION#2 U) 020 NY5BG 5EGTION 106.6-EXCEPTION 4: ALONG INSIDE FACE OF FND.WALLS-FULL HT ;�•:�,; ° �: 3 HOOK,8 MIN EMBEDMENT) OR p AIR SE'AC F ^�^^ �-"„ AIR SPACE. -..--: F-", •-....... AIR $Pr'�CE ° 2 HOUR FIRE RATED RESISTANCE WALL ASSEMBLY MAY TERMINATE AT 1 1 OR DRAPED BLANKET INSULATION ';` 2 HR FIRE RESISTANCENON-RATED - C.� a 3 X3 X THE UNDERSIDE OF ROOF SHEATHING PROVIDED THE ROOF • ::,''' --- :- ;_ - ;,:s •�M- r HA5HHER PPL ®24" 0/� �f }� �9 x nn m � i',•,,,1 r': '.. .,•�,'�„ l:� i (1)#4 FIORIZ.REBAR ;• ° a IL 15 PROTECTED WITH 5/8 TYPE X 6YP5Uh1 BOARD DIRECTLY BENEATH THE UNDER51DE OF ROOF 5HEATHING AND 15 SUPPORTED BY 2 # RATED WALL ASSEMBLY DET 4 LEDGER5 ATTACHED TO THE 51DE5 OF ROOF FRAMING FOR A MINIMUM (HEIGHT O IZWAL�L STORY ID ° BASEMENT OF DISTANCE OF 4'-0"ON BOTH SIDES OF 2 HOUR FIRE RATED N.T.S. 5EE GLUSTER FOUNDATION PLANS FOR LOGATIONS RESISTANCE WALL A55EMBLY.ALLOW NO OPENINGS IN ROOF WITHIN F� 1� •i � ; , �:> ;=•'''' ' ,=r�: 4'-0"OF 2 HOUR FIRE RATED RESISTANCE WALL A55EMBLY EACH I 12" FOUNDATION WALL ON 24"x12" TYPICAL BASEMENT SLAB SIDE.MINIMUM GLA55 B ROOF SHINGLE TO BE INSTALLED. ,r I P.G. FOOTING *4"P.G.5LAB(MIN.2500 P51 777 ., GONGS 1'•`'• ''`:`,'. i ,'4,`�r.ti. (L, -:-__'""""""""",; .1. /' f.:'' _ "';' ,+.;`��.'t•kti j�µ�`�.,, ..t - °a *A06 MIL.POLYET}iELENE TG iTING OPTION#I F- ._r� a fAPOR BARRIER (FIRE RESISTANT 2020 NY5BG SECTION Jobb-EXCEPTION 4. ` / ,', +� ......-•----...;. ti,:�.. . :. .- i♦ r, TAMP i FILL To q5`�DENSITY U56 BROCHURE 5A100 2 HOUR FIRE RATED RE515TANGE WALL A55EMBLY MAY TERMINATE AT OPTION#2 z U ,• /�• f �{ ' J _.,.yam; ;��`\, y,. ,l Ii, f f 1 -{?,; ° ° ° ° A55EM$LIE5) UNDERSIDE ROOF 5HEATHIN6 IF FIRE RETARDANT TREATED SHEATHING Z !,• , I, _ ,, ..,4,, : �I ;,,� - :..• ° ° 2020 NYSBG SECTION 106b-EXCEPTION 4: W � PAGE 22 (AREA 5EPARATION WALL '- " , 15 INST FOR A DIST OF 4 0 2 HOUR HOUR FIRE TED RE515TANGE WALL ALLED ANGE ON BOTH SIDES OF 2 RA /• ` ' . ;,` ' ° 5Y5TEM5) FIRE RATED RE515TANGE WALL ASSEMBLY moi• F, s.`n.A•_ ° a A55EMBLY MAY TERMINATE AT THE J ., A55EM MINA D 4 ° TEST#UL DE5 U341 UNDERSIDE OF ROOF NON-RATED UO ° °' - 48" 48" 5HEATHIN6 PROVIDED THE ROOF 15 HORIZONTAL #4 ° °. A6OU5TIGAL PERFORMANCE = 5TG 60 N/ PROTECTED WITH 5/8"TYPE "X"6YP5UM p ° TEST#RAL-TL-88-350 BOARD DIRECTLY BENEATH THE BASED ON 2x4 FRAME WITH MIN. 3" UNDERSIDE OF ROOF 5HEATHIN6 AND 15 d XKSUPPORTED BY 2 LEDGERS ATTACHED TO SEPARATION WALL: (Max Height - 66 ft) MINERAL WOOL BATT AT EACH 51DE THE 51DE-5 OF ROOF FRAMING FOR A 2 HR FIRE RESISTANCE SEGTION 1206.3 OF 2020 NY5BG- WALL5, MINIMUM OF 1115TANGF OF 4'-0"ON BOTH PARTITIONS AND FLOOR/GEILIN6 2' H STUD TRACK ANI OPTI N #2 SIDES OF 2 HOUR FIRE RATED RESISTANCE 1. Floor, Intermediate or Top i1all -- 2 in. wide channel Shaped with I in. long legs formed from No. 25 M56 goly Steel, Secured with Suitable A55EMBLIE5 5EPARATIN5 DWELLIN6 G U K FOR SMOKE TI H WALL ASSEMBLY.ALLOW INO OPENINGS IN fa5tener5 Spaced 24 in. OG. RATED WALL ASSEMBLY DETAIL I UNITS FROM EACH OTHER OR FROM JCJI T OVER ROOF WITHIN 4'-0"OF 2 HOUR FIRE RATED I� ROOF 5® 24"O.G. RE515TANGE WALL A55EMBLY EACH SIDE. 2. Metal Studs -- Steel members formed from No. 25 M56 galy Steel having "H" -Shaped flanged Spaced 24 in. OG; overall depth 2 in. and FW2 PUBLIC OR SERVICE AREAS SHALL HAVE 2x4 STUDS CONTINUED TO uN>7ERSIDE MINIMUM CLA55 8 ROOF 5HIN6LE TO BE °° flange width 5 -- in. N.T.S. 5EE GLUSTER FOUNDATION PLANS FOR LOCATIONS A 5TG OF 50 OR MORE. OFI ROOF SHEATHING " (6 � 00 UJ -- INSTALLED. o N N N M M (O N ch 7 3. sum Board Two la er5 of I in. thick 5um board liner one15, Supplied In nom 24 in. widths. Vertical ed e5 of onel5 friction fitted USG AREA SEPARATION WALL SYSTEM UL# U336; PROVIDED 5TG=60 1° AI 5PAGE EA. 510 Gyp y gJp P Pp g P Into "H" -Shaped 5tud5. TEST #RAL-TL-88-3 50; STC = 60 G6G ING -- Type 5LX. TYPICAL FRAME WALLS (2) PIEGE56.P.TOU6HROCK I" UNITED 5TATE5 6YP5UM GO -- Type 5LX ,f FIREGUARD TYPE "X" 5HAFTLINER, GYP. BD. OR MINERAL U56 MEXICO 5 A DE G V -- Type 5LX. UNRATED HATER BERGMOFINBOA D BOTH SIDES WOOL FIRE BLOGKI WINDOW AND E-DOE5 ASW CLIPS OR .00 USCF z z z Z z z co x x z 0 w w PROTECTED WALL: (Bearing Or Nonbearing Wall) ALUM ANGLE (LIPS o 0 0 ,= o o g Z J cn IL 0- M --- 2 HOUR FIRE RATED RE515TANGE I AIR SPACE - - - - - WALL A55EMBLY 5HOWN HATCHED DOUBLE H-5TUD TRAGK w m 4. Wood 5tud5 -- Nom 2 by 4 in. max Spacing 24 in. OG. 5tud5 cro5S braced at mid-height where neceSSory for clip attachment. Min 3/4 in. SGREWED BAGK TO BAGK Separation between wood framing and fire Separation wall. ^ CJS `° 4A. Steel Studs -- (A5 an alternate to Item 4, not Shown) -- For BearingWall Patin Corrosion protected Steel Studs, min No. 20 M56 2020 NY550065 HORIZONTAL CANTINJITY, DOUBLE H-5TUD TRACK SGREWED FILL I" CAVITY AT FLOORS AND H N 9 p FIRE wA LSAAu_eE CONTINA5 FROM BACK TO BACK GEILING W/6YP. BOARD OR MINERAL H o 0.032q in. min bare metal thiGkne55 Steel or min 3- 1/2 in. wide min No. 20 656 0.036 in. this olv Steel or No. 20 M56 0.033 in. thick) EXTERIOR KNLL TO EXTERIOR KALE ( ) ( � ( WOOL FIRE BLOCKING rimed Steel, cold formed, Shall be, de5i ned in accordance with the current edition of the 5 ecification for the Desi n of Gold-Formed Steel I" AIR 5PAGE 5TG R TINS p g p g UNRATED = 2" H-5TUD TRACK Structural Members by the American Iron and Steel In5titute. All design details enhancing the Structural integrity of the wall a55embly, including WINDOW (2) PIEGE5 G.P.TOUGHROGK I" USG BROCHURE 5A100 (FIRE RESISTANT the axial design load of the 5tud5, Shall be o5 Specified by the Steel Stud de5igner and/or producer, and Shall meet the requirements of all 2020 NYSBG SECTION 706.5 '; FIRE6UAR0 TYPE "X" 5HAFTLINER, - 2x4 P.T. SILL PLATE A55EMBLIE5) z W EXCEPTION #2 applicable local code agencies. The max Stud Spacing of wall o55emblie5 Shall not exceed 24 in. OG. 5tud5 attached to floor and ceiling _ WATER PROOF BOARDS W/ PAGE 22 (AREA SEPARATION WALL W UNSPRINKLERED BUILDINGS: FIBER6LA55 FIN15H ON BOTH 51DE5 = GARAGE 2 tracks with 1/2 in. long Type 5-12 Steel 5crew5 on both Sides of 5tud5 or by welded or bolted connections designed in accordance with the FIRE RETARDANT TREATED t 5Y5TEM5) i - W A151 S eclfication5. To and bottom tracks shall) consist of steel members, min No. 20 M56 (0.032q in., min bare metal thickness) Steel or min SHEATHING TO EXTEND 4'-0" ON 2020 NYSBG SECTION 106.5 AND EDGES = UNEXCAVATED TYPICAL TE5T#UL DE5 U341 O U >"� m P P EXCEPTION #3 GARAGE SLAB w � o No. 20 656 (0.036 in. thick) c olv Steel or No. 20 M56 (0.033 in. thick) rimed Steel, that provide. a Sound Structural connection between BOTH SIDES OF 2 HOUR FIRE * . UJ p p BUILDINGS EQUIPPED W/ NFPA 13 OR 4 P.G.SLAB(MIN.3500 PSI G°NGJ AGOU5TIGAL PERFORMANCE = 5TG 60 Steel Stud5, and to adjacent o55emblie5 Such o5 a floor, g, g RATED RESISTANCE WALL ° REINFORGEDWITHbxb 10/10H.W.M, v w ceilin and/or other walls. Attached to floor and ceiling assemblies with Steel NFPA 13R SPRINKLER: l l al l *TAMP E FILL TO TEST#RAL-n-88-350 W w F fa5tener5 Spaced not greater than 24 in. O.G. 5tud5 cro55-braced with Stud framing at midheight where nece55ary for clip attachment. Min A55EMBLY AND OFFSET WALL z � = Q 4'-0" MIN. 4'-0" MIN. FIRE RETARDANT TREATED SHEATHING (I)#4 FIORIZ.REBAR ° ° � *SLOPE GARAGE SLAB DOt^b12" BASED ON 2x4 FRAME WITH MIN.3" � U 0 AT 2 HOUR FIRE RATED RE515TANGE {�, TOWARDS GARAGE DOOR MINERAL WOOL BATT AT EACH 51DE 3/4 in. Separation between Steel framing and area Separation wall. Finish rating has not been evaluated for Steel Studs. WALL A55EMBLY END 8" WIDE x FULL I � w 4 45 5teel 5tud5 -- AS an alternate to Item5 4 and 4A, for use in Configuration B only, not Shown) -- For Nonbearin Wall Patin Ghonnel 2 HR FIRE RESISTANCE SECT'°N 12063 of 2a2a NYSBG- WALLS UJ g y g g - HEIGHT OF 2 HOUR FIRE RATED ° II II PARTITIONS AND FLOOR/GEILING W Shaped, fabricated from min 25 M56 corrosion-protected Steel, min 3-I/2 in. wide, min I-I/4 in. flanges and I/4 in. return, spaced a max of 24 RESISTANCE WALL A55EMBLY A55EMBLIE5 SEPARATING DWELLIN6 UNIT5 p C/� in. OG. 5tud5 to be, cut 3/8 to 3/4 in. Ie55 than a55embly height. Top and bottom track5 Shall be channel Shaped, fabricated from min 25 M56 RATED WALL ASSEMBLY DETAIL 2 FROM EACH OTHER OR FROM PUBLIG OR ❑ w corro5ion-protected Steel, min width to accommodate Stud Size, with min I in. long legs, attached to floor and ceiling with fa5tener5 24 in. Or, - ° 5ERVIGE AREA5 5HALL HAVE A 5TG OF 50 max. 5tud5 cro55-braced with Stud framingat midhei ht where nece55ar for Clip attachment. Min 3/4 in. 5e oration between Steel framing and N.T.S. OFF-SET EXTERIOR WALL5 FI'� a OR MORE. J g y P P gCD area Separation wall. Finish rating has not been evaluated for Steel 5tud5. (1) #4 HORIZ.REBAR® MID ° PROVIDED 5TG:=60 r Gyp pp y y yP TYPICAL FRAME WALLS 2 HOUR FIRE RATED HEIGHT of WALL STORY i"N ANCHOR BOLT5�(14" z 00 w 5. sum Board -- Glassifieci or Unclassified -- Min I/2 in. thick 4 ft wide, applied either horizontal) or vertically. 6 5um board attached to RE515TANGE WALL A55EMBLY LONG + 3 HOOK,8 MIN H 5tud5 with 1-1/4 in. long Steel drywall nails Spaced 8 in. OG. Vertical -joints located over 5tud5. (Optional) Joints covered with paper tape and SHOWN HATCHED ° EMBEDMENT) OR ADHESIVE Z joint compound. Nail heads covered with -joint compound. ° NOTE: UL #33b EXGEED5 CURRENT FIRE CODE (D 6. Attachment Gli 5 -- Aluminum angle, 0.063 in. thick, 2 in. wide with 2 in. and 2-1/4 in. les Gli 5 Secured with Type, 5 5Grew5 3/8 in. Ion to ANCHORS L 24" O " STANDARDS AND REDUCES SOUND TRANSFER v� p g g • p yp g UNIT UNIT 12" FOUNDATION WALL ON 24"xl2" WASHER PL ® 24" 0/G. BETWEEN UNITS W �S ERF "H" 5tud5 and with Type W 5crew5 1-1/4 in. long to wood framing through holes provided in clip. UNRATED WINDOWS P.G. FOOTING p ��G oar oy� " " AND DOORS ° �� O O 6A. Clip placement (Item 6) for Separation walls up to 23 ft high. Space clip5 a max of 10 ft OG vertically between wood framing and H ° U N T Studs. _ _ ° 4 66. Clip placement (Item 6) for Separation walls up to 44 ft high. Space clip5 o5 described in Item 6A for upper 24 ft. Remaining wall area Z below rec�vireS clips spaced e� max 5 ft OG vertically between wood framing and "H" 5tud5. L� ° .� HORIZONTAL #4 � 6G. Clip placement (Item 6) for Separation wa1IS up to 66 ft high: Space clips a5 described in Item 6A for upper 24 ft. Space clips aS - de5cribed in item 66 for next 20 ft. below the upper 24 ft. Remaining wall area below requlre5 clips Spaced a max of 40 in. OG vertically ,� �� 8" UNRATED SIDING (TVP) � ° E1/�/`(0 between wood framing and H 5tud5. ....... . R 1. Non-Bearing Wall Partition Inter5ection -- (Optional) Two nominal 2 by 4 in. Stud or nominal 2 by 6 in. Stud nailed together with two Sin. long 4'-0" MIN. 4'-0" MIN. ° JOB NUMBER 10d nails Spaced a max. 16 in. OG. vertically and fastened to one Side of the minimum 2 by 4 in. Stud with 3 in. long IOd nai15 Spaced a max I6 2020 NYSBG SECTION 106.5 EXCEPTION #3 UNITS 4 0 - in. OG. vertically. between partition wood Studs to be flu5h with the 2 b 4 in. 5tud5. The wall partition wood 5tud5 are to be BUILDINGS EQUIPPED W/NFPA 13 OR NFPA 13 SPRINKLER: 2020 NYSBG SECTION 706.5 EXCEPTION #2 2 HR FIRE RESISTANCE 2016023 y p y P FIRE RETARDANT TREATED 5HEATHIN6 AT 2 HOUR FIRE RATED UNSPRINKLERED BUILDIN65: framed with a Second 2 b 4 in. wood Stud fo5tened with 3 in. long IOd nai15 Spaced a max. 16 in. OG. vertically. Maximum one non-bearin wall RE515TANCE WALL A55EMBLY END 8" WIDE x FULL HEIGHT OF FIREWALL " y g p y g FIRE RETARDANT TREATED SHEATHING TO EXTEND 4-0 SHEET NUMBER partition inter5ection per Stud cavity. Non-bearing wall partition Stud depth Shall be, at a minimum equal to the depth of the wall. ON BOTH 51DE5 OF 2 HOUR FIRE RATED RE515TANCE RATED WALL ASSEMBLY DETAIL B (MODEL C lX 2 HR FIRE RESISTANCE WALL A55EMBLY I = Bearing the UL GIaSSification Mark N.T.S. SEE GLUSTER FOUNDATION PLANS FOR LOGATIONS 'FW� 2Z RATED WALL ASSEMBLY DETAIL 3 USG AREA SEPARATION WALL SYSTEM UL# U336; 39 (MODEL Q 0 Last Updated on 2010-10-27 N.T.S. AT FLUSH GONDITION F�"� TEST #RAL-TL-88-3 50; STC = 60 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED II