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I ,iqo �FFOt,� Town of Southold j 3/4/2023 4a y , P.O.Box 1179 H 53095 Main Rd 0I&-� '-OzlgI Southold,New York 11971 0 le rrrzr,-r. I CERTIFICATE OF OCCUPANCY No: 43884 Date: 3/4/2023 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 50 Harvest Pointe Ln Unit 102, Cutchogue SCTM#: 473889 Sec/Block/Lot: 102.1-2-46 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/16/2021 pursuant to which Building Permit No. 47198 dated 12/8/2021 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 garage as applied for. Unit 102 The certificate is issued to Rimor Development LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0156 10/4/2022 ELECTRICAL CERTIFICATE NO. 23-85125 2/7/2023 PLUMBERS CERTIFICATION DATED 2/6/2023 All S&"14Ng&Heati g Inc Aut oriz S' ature TOWN OF SOUTHOLD 0o a BUILDING DEPARTMENT HTOWN CLERK'S OFFICE ov • 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#: 47198 Date: 12/8/2021 Permission is hereby granted to: Rimor Development LLC 1721-D North Ocean Ave Medford, NY 11763 To: construct single-family dwelling as applied for per SCHD & Planning approvals. (A model) At premises located at: 50 Harvest Pointe Ln Unit 102, Cutchogue SCTM # 473889 Sec/Block/Lot# 102.1-2-46 Pursuant to application dated 11/16/2021 and approved by the Building Inspector. To expire on 6/9/2023. Fees: CO-NEW DWELLING $50.00 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,071.60 Total: $2,121.60 Bu i ing Inspector Certificate of Compliance ................................................................................................................................................................................................................. CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARK AVENUE AMITYVILLE, NY 11701 P: (631) 598-5610 ................................................................................................................................................................................................................. CERTIFIES THAT Upon the application of Upon premises owned by MTM Electric Harvest Pointe @ Cutchogue PO Box 474 50 Harvest Pointe Lane Ridge, NY 11961 Cutchogue, NY 11935 Located at: 50 Harvest Pointe Lane, Cutchogue, NY 11935 Application Number#: 23-85125 Certificate#: 23-85125 Electrical License#: 3700-ME Section: Block: Lot: Building Permit#: 47198 Described as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: New House w/ 150 Amp UG Service Equipment (Unit 102) - ROUGH COMPLETE 10/3/22 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 7th day of February 2023 Name QTY HVAC Blower- 15 Amp, 220V 1 Dimmer- 15 Amp 120V 7 Meter- 150 Amp, 240V 1 ARC-Fault-20 Amp, 120V 5 Dishwasher Circuit-20,Amp, 120V 1 UG Service Feeder- '150 Amp, 240V 1 Dryer Circuit- 30 Amp, 220V 1 Combo Smoke & Carbon Detector- 15 Amp, 120V 3 Electrical Inspector: Anthony Giordano al APP OVEDy o- .............. -te......... LD FEB 14 2023 t3uewmGDEPIThis certificate is not valid unless raised seal is present. Certificate of Compliance ................................................................................................................................................................................................................. CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARK AVENUE AMITYVILLE, NY 11701 P: (631) 598-5610 ............................................................................................................_................................................................................................... CERTIFIES THAT Upon the application of Upon premises owned by MTM Electric Harvest Pointe @ Cutchogue PO Box 474 50 Harvest Pointe Lane Ridge, NY 11961 Cutchogue, NY 11935 Located at: 50 Harvest Pointe Lane, Cutchogue, NY 11935 Application Number#: 23-85125 Certificate#: 23-85125 Electrical License#: 3700-ME Section: Block: Lot: Building Permit#: 47198 Name QTY AC Condenser-30 Amp, 220V 1 ARC-Fault- 15 Amp, 120V 8 Duplex Receptacle- 15 Amp, 120V 52 Exhaust Fan - 15 Amp, 120V 4 Fixture Outlet- 15 Amp, 120V 7 GFCI Circuit Breaker-20 Amp, 120V 3 GFCI Receptacle- 15 Amp, 120 V 6 Incand. Fixture- 15 Amp, 120V 25 Oven Circuit-40 Amp, 220V 1 Service Disconnect- 150 Amp, 240V 1 Smoke Detector- 15 Amp, 120V 4 Electrical Inspector.: Anthony Giordano ........................ _��APPROVED�o This certificate is not valid unless raised seal is present. Certificate of Compliance ................................................................................................................................................................................................................. CERTIFIED.ELECTRICAL INSPECTIONS, INC. 188 PARK AVENUE AMITYVILLE, NY 11701 P: (631) 598-5610 ................................................................................................................................................................................................................: CERTIFIES THAT Upon the application of Upon premises owned by MTM Electric Harvest Pointe @ Cutchogue PO Box 474 50 Harvest Pointe Lane Ridge, NY 11961 Cutchogue, NY 11935 Located at: 50 Harvest Pointe Lane, Cutchogue, NY 11935 Application Number#: 23-85125 Certificate#: 23-85125 Electrical License#: 3700-ME Section: Block: Lot: Building Permit#: 47198 Name QTY Special Receptacle- 50 Amp, 220V 1 Switch - 15 Amp, 120V 31 Electrical Inspector: Anthony Giordano ,L17� `��APPROVED o This certificate is not valid unless raised seal is present. Town Hall Annex �, Telephone(631)765-1802 54375 Main Road Pax(631)765-9502 P.O.Box 11794, Southold,NY 11971-0959 Mill BUILDING DEPARTMENT TOWN OF SOUTHOLLD CERTIFICATION Date:._._____, Building Permit No. Owner: �1VY10 A)tb) , LQ-C (Please print Plumber: An 5u40 l K 0j(jffij�,'n - ��� CC t j2yi e (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. rr (Plumbers Signature) Sworn to before me this l� day of z �! _, 20 -3 Notary Public, &,A County Fi j.. `10,0 i o 6636,8364 _ ire 3?.ui�it County ai ���ogOffAlk�o TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631) 765-9502 htti)s://www.southoldtownny.gov For Office Use Only Date Received PERMIT NO. Building Inspector: n�] Applications and forms must be filled out in their entirety.Incomplete applications NOV 1 6 2021 will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. BUILDING DEPT. TOWN OF SOUTHOLD APPLICATION FOR BUILDING PERMIT .: Date: OWNER(S)OF PROPERTY: - Name: Rimor Development Tax Map#:SCTM#1000- 102.01 - 02- OH -10 Physical Address: `J%J ce Phone#: 631-678-2667 Email: teamalia65@gmail.com Mailing Address: CONTACT PERSON: Name:Henry Alia Mailing Address: PO Box 908 Cutchogue, NY 11935 Phone#: 631-678-2667 Email: teamalia65@gmail.com DESIGN PROFESSIONAL INFORMATION: Name:GRCH Architecture Mailing Address: 3750 Express Dr.South islandia, NY 11749 Phone#: 631-864-3395 TFM CONTRACTOR INFORMATION:. Name:Rimor Development Mailing Address: PO Box 908 Cutchogue, NY 11935 Phone#: 631-678-2667 Email: teamalia65@gmail.com DESCRIPTION OF PROPOSED CONSTRUCTION, ' 2New Structure ❑Addition ❑Alteration []Repair ❑Demolition Estimated Cost of Project: ❑Other $300,000.00 Will the lot be re-graded? 2Yes ❑No Will excess fill be removed from premises? ❑Yes ONO PROPERTY:INFORMATION Existing use of property: intended use of property: Condo-resitdential Date of Purchase: Name of Former Owner: 1 Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? 2YeS ❑No IF YES, PROVIDE A COPY. on file with building department 0 Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectoh on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Sectio 21OY45 of the New York State Penal Law. Application Submitted By(print name): PHry AliaA IOAuthoriz d Age El owner Signature of Applicant: Date: d STATE OF NEW YORK) SS: COUNTY OF Suffolk ) Henry Alia being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the Agent (Contractor,Agent,Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and.belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of 0C-tD 6-0) 20 Nota u is SHERRY PIRONE PROPERTY OWNER AUTHORIZA MURy PUBLIC,STATE OF NEW YORK (Where the applicant is not the ow er) Registration No. 0 i P16388308 Qualified in Suffolk County Commission Expires March 04, 2023 I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name CONSENT TO INSPECTION the undersigned,do(es)hereby state. Owner(s)Name(s) That the undersigned is (are)theoowner(s)of the pr ra"as ' e T w of Southold,located at QA01 1A which is hown and designated on the Suffolk County Tax Map Di trict 1000, Section 0,2.®1 ,Block �Lot___C)Lj_�o That the undersigned(has)(have)filed, or cause to be filed,an application in the Southold Town Building Inspe tor's Office jfor the f llowing;, That the undersigned do(es)hereby give consent to the Building Inspectors of the Town of Southold to enter upon the above described property,including any and all buildings located thereon,to conduct such inspections as they may deem necessary with respect to the aforesaid application, including inspections to determine that said premises comply with all of the laws, ordinances,rules and regulations of the Town of Southold. The undersigned,in consenting to such inspections, do(es)so with the knowledge and understanding that any information obtained in the conduct of such inspections may be used in subsequent prosecutions for violations of the laws, ordinances,rules or regulations of the Town of Southold. Dated: 4tMi ,\—. (Signature) (Print Name) A Four BUILDING DEPARTMENT-Electrical Inspector a� A 'TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 roger.richert .town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: It �" �, ^ 1� Date: �` � Company Name: C' Name: License No.: email: e Jec Address: , es�- �1 l Phone No.: - 3, C) JOE SITE INFORMATION: (All Information Required) Name: 'e- Address: Cross Street: Phone No.: BIdg.Permit#: .'11 °I email: -� �;' ' Tax Map District: 1000 Section:. ,C Block: CUbo Lot: 0 BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: NO Rough In Final Do you need a Temp Certificate?: YES / O Issued On Tamp Inf®pmatl® (All information required) Service Size 1 P 3 Ph Size —tSd A #Meters Old Meter# E w Servi e - Fire Reconnect- Flood Reconnect- Service Reconnected -Underground - Overhead �! UEnderground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: ® PAYMENT DUE WITH APPLICATION DEC 2 0 2021 Baas 82-Req uR5 �F�SONM0LD xls ,n I^,-,/_��( Of SO(/Ty� VA T-;r �Y # # TOWN OF SOUTHOLD BUILDING DEPT. �`yrourm ' 765-1802 INSPECTION OUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ]°INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] .FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLAS l [ ] PRE C/O REM KS: � a! �✓� DATE 'Y'� INSPECTO OF SOUtyO� * TOWN OF SOUTHOLD BUILDING DEPT. courm, 631-765-1802 INSPECTop ON [ ] FOUNDATION 1ST [ Vr ROUGH PLBG. [ ] UNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH). [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE 'Y3 INSPECTOR o�a0FS0Ul9pl vr\rlr;klr- to r # # TOWN OF SOUTHOLD BUILDING DEPT. courm,�F'' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ]SOUGH PLBG. [ ] FOUNDATION 2ND [✓] INSULATI NICAIII KING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMAR S: Y` 6&v iD ;K/ )IV< DATE INSPECTOR OF SO(/r�°� ` ••f'll # # TOWN OF SOUTHOLD BUILDING DEPT. couto, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL`s [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE 10 k5 INSPECTOR t ,o ,� :t+,�•pC1 ' �- W•�i '� Gr� .' fes: -,� r �'it t,9',,At 1..M,� �1/„//i:• r���u�i�, d� .�� � � � a '��St����R ,t �. ��`�1'��, j ' .r;'- �sl'''” �' � • '� 'rt+�'�+'� �,w'�I J'/��� �, rit TTA' _, .� �l' . '•� << n ai f,J��j t ' / ,q� �rny / ,. JEW w� � rt � '�:�,1 � ,�: .•. ,�.�,. .> �,. `�oft'1 p/�ei t� � Q. "���',a'?'C Ilb'' ,� :.� ' �. . �� � ����� Ali Immosomml- ll y i �-i i� � �. � 1(:=\, I 1 i �!. sc ��� .:a + + '�,.•M � a � r' i �,•,r;� �,, i / l A. _ lam. .t � _. ••..`. r+/ /"+-�"r' 'c. � {'ars � _ —i ��••� l� ag SII' �'��.I �f �� • .� { 1 ^�`�. I '� I. pp. 1 C •� �_ • f I Im q � r 1 POW 4 a"iM•��ti�,v:': .� s- ,h2 � � ;���yr�3�'�" .}1'µK v c �, s �. '�,K � w�? � ,+�Re�•.:S..f�i rr^� + r r, �� it A �,: �,�/ "��. I {�,s '�'i�f "Yj 'tiy,e i��1 � � sem' \x.+1\03 R`K'�tax � •,!!.\ �.�/ I� A'`lr:rs,'w V! �, //�,I�e .� t r a � � . �'` �"�i�y��r:a�,'3 �� �� � (j� �.i'7ir�j�yi•��-' 4'�v-� .� dF gig1 a r se fi 7 ti �•I��r�s�' •. ._. .. F ILw Of 1 r i r i r � �+c,\wil" � _ _.._..�.. ._. f..l .. _. _ _ -.. .. ,A-.._ rte• � 1 F his;��., ' ��4 �+ � ��.J'1 4 'r :•} .� �.� � �� -'ti'+1�':•- r' �.. ...;. "rte 1 T f - N M1 j a� Energy Testing Services 2022 Combustion Safety Testing Form Certified Home Address: 50 Harvest Pointe Lane City: Cutchogue Builder Name: Harvest Pointe Builder Tracking# Combustion Appliance Zone(CAZ)# of Location of this CAZ: Basement (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 2023-01-30 Outdoors Temp During Test: 48 OF CAZ Depressurization (NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: N/A PPM Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes❑ No❑✓ Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: Heating System Primary: Yes ✓❑No❑ Type: Furnace a Boiler❑Heat Pump❑.Other❑ I z Venting Tvpe 3 DraftSin llaQe Sin Ilape CO CO Efficiency Fuel Tvpe Circle Type) Pascal (Worst Case (Natural) (Worst Case (Natural) Rating:95.0 N�P❑O❑E❑ N❑\❑M❑S_0 NSA Pa. Pass ✓❑Fail❑ PassOFail❑ N/A ppm N/A ppm Yes ❑✓ Type: Standard Tank ✓❑Indirect Tankless ❑ Size: 75.0 Style Common VentEl Water Heater Primary: No Instantaneous Commercial See Not, (Gallons 4 ❑ ( ) ) Stand Alone ✓❑ s z Venting Tvpe s Drat Sip lla, Spillage(Natural) CO CO E tciene Fuel Type (Circle Type) (Pascal) (Worse Case) (Worse Case) (Natural) EF: 0.69 N_❑✓ P❑OaE� N❑M❑S ✓❑ N/A Pa. Pass❑✓ Fail❑ PassFail❑ N/A PPM N/A PPM Oven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes 2✓ No❑ Oven CO PPM Ambient CO(During Oven CO Testing) o PPM t Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 2 Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE: If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. 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 Fauci Rater Number: 8619824 Rater Signature: Date: 2023-01-30 Home Energy Rating Certificate Property HERS Harvest Pointe Rating Type: Confirmed Certified Energy Rater: Michael Fauci 50 Harvest Point Ln Rating Date: 2023-01-30 Rating Number: MC084 Cutchogue, NY 11935 Registry ID: 033884272 Estimated Annual Energy Cost Percent HERS Index: 70 Efficient Home Comparison: 30% Better Heating 51.3 Use MMBtu Cost ost$90 4% General information Cooling 1.6 $92 5% Conditioned Area 3674 sq. ft. House Type Single-family detached Hot Water 11.5 $13 1% Conditioned Volume 38531 cubic ft. Foundation Conditioned basement Lights/Appliances 34.9 $1715 85% Bedrooms 2 Photovoltaics 0.0 $0 0% Service Charges $120 6% Mechanical Systems Features Total 99.3 $2029 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 122.00 CFM25 ECCC New York State 2020 Ventilation System Exhaust Only: 136 cfm, 30.0 watts. Programmable Thermostat Heat=Yes; Cool=Yes Building Shell Features Ceiling Flat R-37.7 Slab 0.0 Edge, R .0 Under Sealed Attic NA Exposed Floo R-39.0 Vaulted Ceiling NA Windo a U-Value: 0.290, HGC: 0.280 Above Grade Walls R-21.0 Infilt do Rate 1915 CFM50(2. ACH50) Foundation Walls R-13.0 Method Blower door 1,915 CFM @ 50 Pa x 60 Min/Hr= 114,900 / 38,531 t' =2.98 ACH @ 50 Pa Energy Testing Services Lights and Appliance Features 1648 Locust Ave, Unit E- Interior Fluor Lighting (%) 10.0 Ra a/Oven Fuel Natural as Bohemia, NY 11716 Interior LED Lighting(%) 0.0 Cloth Dryer Fuel N al gas 631-244-2627 Refrigerator(kWh/yr) 673 Clothes D rte€ 3.30 Fax# Dishwasher(kWh/yr) 467 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REM/Rate-Residential Energy Analysis and Rating Software v16.3.4 This information does not constitute any warranty of energy costs or savings. ©1985-2022 NORESCO, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. NY-ECCC 2020 Certificate 50 Harvest Point Ln, Cutchogue, NY 11935 1 Building Envelope Insulation Ceiling R-37.7 Above Grade Walls R-21.0 Foundation Walls R-13.0 Exposed Floor R-39.0 Slab R-0.0 Edge, R-0.0 Under Infiltration 1915 CFM50 Duct R-8.0 Total Duct Leakage 122.00 CFM @ 25 Pascals Window Data U-Factor SHGC Window 0.290 0.280 Mechanical Equipment HEAT: Fuel-fired air distribution, Natural gas, 95.0 AFUE.-~J COOL: Air conditioner, Electric, 16.0 SEER. DHW: Conventional, Natural gas, 0.69 EF, 75.0 Gal. HERS Index: 70 Builder or Design Professional Signature REM/Rate - Residential Energy Analysis and Rating Software v16.3.4 ManuaS Compliance Report Job: wrightsoft� l -�- Date: Jan 04,2023 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Project • • For: 50 Harvest Pointe Lane, Cutchogue, NY 11935 Cooling Equipment Design Conditions Outdoor design DB: 83.0°F Sensible gain: 17582 Btuh Entering coil DB: 76.0°F Outdoor design WB: 71.0°F Latent gain: 3500 Btuh Entering coil WB: 63.5°F Indoor design DB: 75.0°F Total gain: 21082 Btuh Indoor RH: 50% Estimated airflow: 800 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Generic Model: SEER 16.0 Actual airflow: 800 cfm Sensible capacity: 16800 Btuh 96% of load Latent capacity: 7200 Btuh 206% of load Total capacity: 24000 Btuh 114% of load.SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 10.07 Heat loss: 46217 Btuh Entering coil DB: 63.1'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: 875 cfm Output capacity: 48000 Btuh 104% of load Temp. rise: 50 °F Meets all requirements ofACCA Manual S. -�- " 2023-Jan-04 16:43:43 wright'Soft soft Right-Suite®Universal 2018 18.0.32 RSU20066 Page 1 /'7�iVt1...Model Al MAN JSD\Rimor Model Al MAN JSD JA.rup Calc=MJ8 Front Door faces: W r ,rtt� Residential - - - • Form 1� RIPER 1 ACCA� for HVAC System - (Loads, - 15 Mar 09 nrlxganaxrxst+a� Header Information Contractor: Energy Testing Services LLC REQUIRED ATTACHMENTS ATTACHED Manual J1 Form(and supporting worksheets): Yes F� No Mechanical license: or MJ1AE Form*(and supporting worksheets): Yes F-1 No F1 OEM performance data(heating,cooling,blower): Yes F� No Building plan#: Manual D Friction Rate Worksheet: Yes F-1 No Duct distribution sketch: Yes r7 No Home address(Street or Lot#,Block,Subdivision):50 Harvest Pointe Lane, Cutchogue, NY 11935 HVAC LOAD CALCULATION40 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: 46217 Btuh Number of bedrooms: 3 Conditioned floor area: 3788 ftz Summer Design Conditions Number of occupants: 3 Outdoor temperature: 83 °F Indoor temperature: 75 °F Windows Ro01 Grains difference: 30 gr/Ib @50% RH Eave overhang depth: 1,0 ft Sensible heat gain: 19979 Btuh Internal shade: blinds Blinds,drapes,etc. Eave Latent heat gain: 3977 Btuh Depth Window Total heat gain: 23957 Btuh Number of skylights: 0 HVAC EQUIPMENT • 41 Heatinq Equipment Data Cooling Equipment Data Blower Data Equipment type: Gas furnace Equipment type: SplitAC Heating cfm: 875 Fumace,Heat pump,Boiler,etc. Air Conditioner,Heat pump,etc. Cooling cfm: 800 Model: Generic Model: Generic Static pressure: 0.60 in H2O AFUE92 SEER 16.0+ Fan's rated external static pressure for design airflow Heating output capacity: 48000 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 •1 Design airflow: 875 cfm Longest supply duct: 478 ft Duct Materials Used Equipment design ESP: 0.60 in H2O Longest return duct: 201 ft Trunk duct: Sheet metal Total device pressure losses: -0,6 in H2O Total effective length(TEL): 679 ft Available static pressure(ASP): 0.01 in H2O Friction rate: 0.001 in/100ft Branch duct: Round flex metal,Sheet metal Friction Rate=ASP+(TELx 100) I declare the load calculation,equipment,equipment selection and duct design were rigorously performed based on the building plan listed above. I understand the claims made on these forms will be subject to review and verification. Contractor's printed name.- Contractor's ame:Contractor's signature: Date: Reserved for County,Town Municipality orAuthority having jurisdiction use. *Home qualifies for MJ1AE Form based on Abridged Edition Checklist -wrightsoft® Ri ht-Suite®Universal 2018 18.0.32 RSU20066 Load Short Form Job: �+ wrightsoft" Date: Jan 04,2023 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Project • • For: 50 Harvest Pointe Lane, 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/ 1422 cfm Daily range - M Inside humidity (%) 50 50 Moisture difference(gr/lb) 44 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16.0 AHRI ref Coil AHRI ref Efficiency 92AFUE Efficiency 12.8 EER, 16 SEER Heating input 52174 Btuh Sensible cooling 16800 Btuh Heating output 48000 Btuh Latent cooling 7200 Btuh Temperature rise 50 °F Total cooling 24000 Btuh Actual air flow 875 cfm Actual air flow 800 cfm Air flow factor 0.021 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.83 ROOM NAME Area Htg load CIg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Basement 1743 10447 431 218 20 Breakfast Area 125 3970 1781 83 84 Bed 2 194 3448 1618 72 76 Bath 1 54 474 87 10 4 Kitchen 178 1661 1755 35 83 Living Room 368 5756 2909 120 137 Foyer 135 4074 2655 85 125 Laundry 44 781 609 16 29 WIC 2 42 485 38 10 2 Stair 71 0 0 0 0 WIC 1 32 625 66 13 3 Master Bed 302 4067 1863 85 88 Master Bath 137 1356 894 28 42 Hall 62 0 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrilghtsoft, 2023-Jan-04 16:43:43 Right-Suite®Universal 2018 18.0.32 RSU20066 Page 1 ACCA...Model Al MAN JSD\Rimor Model Al MAN JSD JA.rup Calc=MJ8 Front Door faces: W Bath 2 45 1098 311 23 15 Bed 3 129 2619 1428 55 67 Loft 127 1035 539 22 25 Entire House 3788 41896 16986 875 800 Other equip loads 4320 596 Equip. @ 0.88 RSM 15472 Latent cooling 3500 TOTALS 3788 46217 18972 875 800 Calculations approved by AC CA to meet all requirements of Manual J 8th Ed. -*- wrightsoft, 2023-Jan-0416:43:43 Right-Suite®Universal 2018 18.0.32 RSU20066 Page 2 1riiVt1.:.Model Al MAN JSD\Rimor Model Al MAN JSD JA.rup Calc=MJ8 Front Door faces: W 9 - Project Summar Job: wri htsoft Date: Jan 04,2023 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Project • • For: 50 Harvest Pointe Lane, 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/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 40897 Btuh Structure 16210 Btuh Ducts 999 Btuh Ducts 776 Btuh Central vent (68 cfm) 4320 Btuh Central vent(68 cfm) 596 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 46217 Btuh Use manufacturer's data n Rate/swing multiplier 0.88 Infiltration Equipment sensible load 15472 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial) /2 Pressure/AVF 50 Pa 1422 cfm Structure 1968 Btuh Ducts 134 Btuh Central vent(68 cfm) 1398 Btuh Heating Cooling Outside air Area(ft') 3788 3788 Equipment latent load 3500 Btuh Volume(ft') 28430 28430 Air changes/hour 0.32 0.14 Equipment Total Load (Sen+Lat) 18972 Btuh Equiv.AVF(cfm) 150 66 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 16.0 AHRI ref Coil AHRI ref Efficiency 92AFUE Efficiency 12.8 EER, 16 SEER Heating input 52174 Btuh Sensible cooling 16800 Btuh Heating output 48000 Btuh Latent cooling 7200 Btuh Temperature rise 50 'F Total cooling 24000 Btuh Actual air flow 875 cfm Actual air flow 800 cfm Air flow factor 0.021 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.83 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -Off-=rIghtsc't- 2023-Jan-04 16:43:43 ,1 •w �.� Right-Suite®Universal 2018 18.0.32 RSU20066 Pagel ACCP....Model Al MAN JSD\Rimor Model Al MAN JSD JA.rup Calc=MJ8 Front Door faces: W N Second Floor Bed 3 81 cfm 129 cfm 30 cfm Loft 11.1 -6x 16 p Riser Ret Riser 286 x 16 dm 10" 4 2 Stair Up Job#: Energy Testing Services LLC Scale: 1 : 106 Performed by Energy Testing Services L... Page 1 50 Harvest Pointe Lane,Cutcho ue,NY 11935 1648-A Locust Ave Right-Suite®Universal 2018 9 Bohemia,NY 11716 18.0.32 RSU20066 2023-Jan-04 16:43:59 ...SD1Rimor Model Al MAN JSD JA.rup N Main Floor Broan Exhaust Fan Model L150 68CFM Energy Star ,/ c m Continuous Use 1 Timer 1 Breakfast Area 01 LIM K51 dm Ik82 cfm K82 m Master Bath Master Bed K99 cfm r cfm IQtchen Living Room Hall Sd�Raer WIC 1 �1scf R and K34 m WIC 2 lh K12 c7Ath 1 7 dm Stair Foyer Bed 2 Garage &150 L cfm 8' Job#: Energy Testing Services LLC Scale: 1 : 106 Performed by Energy Testing Services L... Page 2 1648-A Locust Ave Right-Suite®Universal 2018 50 Harvest Pointe Lane,Cutchogue,NY 11935 Bohemia,NY 11716 18.0.32 RSU20066 2023-Jan-04 16:43:59 SD\Rimor Model At MAN JSD JA.rup N Basement Make up air 68 rFnn Skuttle Model 2161 262 cfm 6" 911- 6.. rxl " 6" 8. 8" x 16 10' T28� T10" 6' 4„ 426Base ent up Riser Ret Riser 10" 4x16 10" 91 87 cfm 87 cfm 87 cfm .lob#: Energy Testing Services LLC Scale: 1 : 106 Performed by Energy Testing Services L... Page 3 1648-A Locust Ave Right-Suite®Universal 2018 50 Harvest Pointe Lane,Cutchogue,NY 11935 Bohemia,NY 11716 18.0.32 RSU20066 2023-Jan-04 16:43:59 ...SD\Rimor Model Al MAN JSD JA.rup y �- wrightsoft, Duct System Summary Date: Jan 04,2023 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Project • • For: 50 Harvest Pointe Lane, Cutchogue, NY 11935 Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.59 in H2O 0.59 in H2O Available static pressure 0.01 in H2O 0.01 in H2O Supply/return available pressure 0.007/0.003 in H2O 0.007/0.003 in H2O Lowest friction rate 0.001 in/100ft 0.001 in/100ft Actual air flow 875 cfm 800 cfm Total effective length(TEL) 679 ft Supply Branch - 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 Basement h 144 87 8 0 0 OX 0 MtFx 0 0 easement-A h 3482 87 8 0.004 8.0 Ox 0 MtFx 23.8 160.0 st2 easement-B h 3482 87 8 0.003 11.6 16X 4 ShMt 48.5 225.0 st2 Bath 1 h 474 12 5 0.006 4.0 OX 0 MtFx 16.0 95.0 Bath 2 h 1098 28 18 0.002 5.0 OX 0 MtFx 66.5 400.0 st8 Bed 2 c 1618 86 91 0.006 9.0 Ox 0 MtFx 31.5 95.0 Bed 3 c 1428 66 81 0.001 8.0 OX 0 MtFx 76.3 400.0 st7 Breakfast Area C 1781 99 101 0.003 9.0 Ox 0 MtFx 16.8 225.0 st2 Foyer c 2655 102 150 0.003 10.0 Ox 0 MtFx 43.8 205.0 st2 Kitchen C 1755 42 99 0.007 9.0 Ox 0 MtFx 2.3 95.0 Laundry c 609 20 34 0.002 5.0 Ox 0 MtFx 48.8 315.0 st2A Living Room c 1455 72 82 0.002 8.0 OX 0 MtFx 25.8 325.0 st2A Living Room-A c 1455 72 82 0.003 8.0 Ox 0 MtFx 15.5 215.0 st2 Loft c 539 26 30 0.001 5.0 Ox 0 MtFx 68.0 410.0 st7 Master Bath c 894 34 51 0.002 6.0 Ox 0 MtFx 38.3 325.0 st2A Master Bed C 932 51 53 0.002 6.0 OX 0 MtFx 53.0 295.0 st5A Master Bed-A C 932 51 53 0.002 6.0 Ox 0 MtFx 52.8 300.0 st5 WIC 1 h 625 16 4 0.002 4.0 Ox 0 MtFx 58.8 325.0 st5 WIC 2 h 485 12 2 0.002 4.0 Ox 0 MtFx 56.0 290.0 st5 Bold/italic values have been manually overridden wrightsoft- 2023-Jan-04 16:43:43 )M .w,,,.,a..,,n.,,e,,,..,v,,,..,, Right-Suite®Universal 2018 18.0.32 RSU20066 Pagel )MCK...Model Al MAN JSD%Rimor Model Al MAN JSD JA.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 st6 Peak AVF 119 129 0.001 236 10.0 0 x 0 ShtMetl st2A st5 Peak AVF 130 111 0.002 238 10.0 0 x 0 ShtMetl st2A st5A Peak AVF 51 53 0.002 268 6.0 0 x 0 ShtMetl st5 st2 Peak AVF 823 756 0.001 206 29.9 16 x 36 ShtMetl st2A Peak AVF 375 407 0.001 204 23.0 16 x 18 ShtMetl st2 st7 Peak AVF 92 111 0.001 167 14.2 16 x 6 ShtMetl st6 St8 Peak AVF 28 18 0.002 41 8.4 16 x 6 ShtMetl st6 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 rb3 Ox 0 669 807 201.0 0.001 219 26.0 Ox 0 MtFx rt2 rb2 Ox 0 119 129 199.3 0.001 236 10.0 Ox 0 MtFx rt2A rb1 Ox 0 262 24 83.3 0.004 245 14.0 Ox 0 MtFx TableReturn Trunk Detail Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt2 Peak AVF 788 936 0.001 219 28.0 0 x 0 ShtMetl rt2A Peak AVF 119 129 0.001 236 10.0 0 x 0 ShtMetl rt2 r 2023-Jan-04 16:43:43 �~ WP19f1tSOft'° Right-Suite®Universal 2018 18.0.32 RSU20066 ltVCit'1...Model Al MAN JSD1Rimor Model Al MAN JSD JA.rup Calc=MJ8 Front Door faces: W Page 2 GRCH ARCHITECTURE PC >: 3750 EXPRESS DRIVE SOUTH F; q: SUITE 202 I-tLANDIA, NY 11749 WWW.GFtCHARCHITECTbRE.COM (631)864-3395 November 14, 2018 Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold NY 11971 Attn. Ms.Amanda Nunemaker Plans Examiner Re: Harvest Pointe at Cutchogue Dear Ms. Nunemaker, The following two insul tion product noted below have been selected for their flame/smoke spread properties to meet the requirements of the New York State Residential Code for both spray foam and draped blanket insulation exposed in basement condition. Spray Foam Insulation �t Rim Joist: Sill Plates Headers and Rim Joist (Residential Code Section R316.5.11 Maximum thickness 3%I" (provided ±3") Flame spread index 25 or less and smoke-development index of 450 or less is provided: Provided/Installed Bayseal Closed C II Spray Foam Insulation report less than 4" (see products sheet) provides flame spread index of 25 or leis and smoke-development index less than 450 in accordance with ASTME84. Draped Foundation Wal! Insulation Blanket (Residential Code Section R302.10.1 Insulation materials, inc uding facing shall have a flame spread index not to exceed 25 with an accompanying smoke. Development index not o exceed 45 . Provided/ Installed: "Ecotouch Flam I 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 respectifu ly submi ed, �ERED ARC ��5 08SRTr CyF y�>` � 2 Glen Cherve y i ICIA A, LEE AP Principal OZ38A �[]� T OF NES MECHANICAL CORPORATION HEATING AND AIR CONDITIONING March 11, 2019 Michael J. Verity Town of Southhold Building Department Town Hall Annex Building 54375 Route 25 Southhold, NY 11971 Tel: (631) 765-1802 Fax: (631) 765-9502 Subject: Harvest Point Residential Units Dear Mr. Verity Please be advised that the basements of all the residential units at the above referenced project have been included in our Manual J load calculations. Best regards, Louis DeSantis President 1 20 Feldland Street, Bohemia, NY 11716• (631)563-1298 Fax: (631) 563-2954 GRCH ARCHITECTURE PC 3750 EXPREss )DRIVE SOUTH SUITE 202 ISLANDIA, 11VY 11749 oil W W W.GRCHARCHITECTURE.COM (631)864-3395 May 01, 2022 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# 102—Permit#47198 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. qG1eC submitted, �`'2� VR �RFyj�F` CA ny,AIA, LEED AP 02381 y� FOF NES GRCH ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH SUITE 202 ISLANDIA, IVY 11749 WWW.GRCHARCHITBCTURE.COM (631)864-3395 May 01, 2022 Town of Southold Building Department 53095 Main Rd P.O. Box 1179 Southold, NY 11971 Attn. Michael Verity Chief Building Inspector Re: Harvest Pointe at Cutchogue Basement Code Conformance Unit# 102—Permit#47198 Dear Inspector Verity: Please be advised that the basements of the above referenced units constructed on site meet the requirements for conditioned space as defined in the 2020 Energy Conservation Construction Code of New York State, R402.2.9 Basement walls. Walls associated with conditioned basements shall be insulated from the top of the basement wall down to 10 feet(3048 mm)below grade or to the basement floor, whichever is less. Fpa ubmitted, ,��RED ARC �,5 oeeRT oyF y��F y, AIA, LEED AP N '9 0238�� Q T�OF NE`N� SCOTT A. RUSSELL : o��' FQ�'�co� MICHAEL M. COLLINS, P.E. SUPERVISOR � TOWN ENGINEER cdo TOWN HALL - 53095 MAIN ROAD '` '-2! ° TOWN OF SOUTHOLD,NEW YORK 11971 Tel. (631)-765—1560 U' Fax. (631)-765-9015 �,; � � '�+ � ' � 4 Vil('i{AFI-006 I.fNS N.S0Q'11iOLD.\Y.l1S OFFICE OF THE ENGINEER TOWN OF SOUTHOLD Brian Cummings November 9, 2022 Planner Southold Town Planning Department 54375 Main Road Southold, New York 11971 Re: Harvest Pointe— Units 99-102 Chapter 236 Inspection Dear Mr. Cummings: I have inspected Harvest Pointe and determined that the developer has achieved final stabilization for the driveways and front yard areas of units 99-102. The side and rear yard areas have not achieved final stabilization but have been seeded and should be fully stabilized within two weeks. 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 four(4) units at this time. If you have any questions concerning this review please do not hesitate to contact my office at (631) 765-1560. Sincerely, 1 Michael M. Collins, P.E. Town Engineer cc: Michael Verity, Chief Building Inspector OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex P.O.Box 1179 54375 State Route 25 ®��Q� S�(/�iy�� Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY Telephone:631 765-1938 www.southoldtowxmy.gov February 21, 2023 PLANNING BOARD OFFICE TOWN OF SOUTHOLD Mr. Henry Alia Rimor Development LLC P.O. Box 908 Cutchogue, NY 11935 Re: Site Plan Inspection, Certificates of Occupancy Units 99 — 102 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 # 99— 102 and the five (5) overall site requirements listed in the February 8, 2023 Planning Board letter have been completed based on the site-inspection made on November 15, 2022 and the materials submitted on February 16, 2023. The overall site, these four (4) units and the supporting infrastructure 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. It is incumbent upon the Harvest Pointe Condominium Owners Association along with their site management company, to maintain the site as approved on the site plans, and as described in the conditions and covenants. These property management requirements include, but are not limited to: a restricted mowing regime to maintain natural native meadow habitats in the open space areas labeled as "Seed Mix C" on Site Plan Pages L-2 & L-3, maintenance of the natural buffers for screening purposed to the neighboring properties, non-mechanized maintenance and mowing restrictions for the natural buffers, and limits to the amount of water than can be used for irrigation. 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. Donald J. Wilcenski Chairman cc: Michael Verity, Chief Building Inspector Michael Collins, Town Engineer � e s ® ' m • • e 1 m n m u mm, w"AL a we, • e • PON, _ MING.di m: m OMMEYAM • ae _. • oe � e � • ss m ca S. ]SAN C 4. 3 02 �� �fC �� co � LICE a: Water Lines) I�1 �T�e Inspected B Soso*County Dept. Of Health y Cell 85 575754 48 Hours in Advance TO Scherjule Mspecliorl(s), -� APPROVED IN ACCORDANCE WITH BOARD OF 0 co REVIEW DETIMMINATION DATED 5-8- 17 cli M LLI z z H W O Su31ECT TO COVr" TS<'ESTitICTIONS LIBER z L1..1 Z) o PAGe �- O vo ® a E-- � Q 0 0 3= U) a Z u- EPIGINEER'� CE co RTIFICAT10f4 P.E Li1R?<D. w � p U SUBMIT P.E. OR R.A. CERTIFICATION < > Z D W = FOR INSTALLATION Ardis CUrd�; CONSTRUCTION � � V = o ®Fst.aely M' O o FOR FIPIALPPROY,�L, Q o f` Ml - 0 I— z U) Z Suffolk Coatnty Deli�ent ofIealth Approval for Consttuction-Other Than Single r,amily Cd Reference No._�lo ®A om/� Design Flow 23 !op PROJECT NO.: 00026 Use(s) 12 y_&Ee EiRAUVN BY: These plans have been reviewed for general conformthuffolla Kctc 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.' CADD: 00026 sP Approval Date Reviewer SHEET NO.: R"isad Plan ApAroved /o— s —2a2o �icplrea — S — zo z3 OF 5 S.C.D.H.S. APPROVAL SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES FOR OFFICE USE ONLY %i. 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. .SECTION 1 7 FOR ALL RENEWALS AND TRANSFERS EXISTING REFERENCE NUMBER: R10-17- 0 f 51 Tax Map No.: 1000 District t Section on q Block Lot Name of Current Applicant: Rimor Development LLC Tel#: (631) 735-9200 Mailing Address:PO Box 908, Cutchogue, NY 11935 Email Address:teamalia65@gmail.eom Name of Current Agent:Henry Alia Tel#: (631) 67$2667 Mailing Address:PO Box 908, Cutchogue, NY 11935 maii.com teamalia65@ Email Address:teamalia65@gmaii.com OF ORIGINAL APPROVAL: 09/08/2017 *If more than 6 years old and S-C-DHS site inspections have"riot been rformed,a new application.will,be required SECTION 2 1 FOR TRANSFERS WITH PREVIOUS APPLICANT/AGENT PERMISSION,. Name of Previous Applicant/Agent: Tel#: C. : ), - I hereby transfer all rights and interest in the above referenced permit to the new applicarit.named'above; Signature of Previous Applicant/Agent: Date: SECTION 3 FOR TRANSFERS WITHOUT PREVIOUS APPLICANT/AGENT PERMISSION Name of Previous Applicant's Tel#: ( ) Architect/Engineer/Surveyor: - I hereby authorize the above named current applicant to use the previous applicant's surveylsite plan for this project prepared by me;for the purpose of transferring the above named reference number and its site design. Arcbitect/Engineer/Surveyor's signature: Date: SECTION 4-- FOR ALL RENEWALS AND TRANSFERS Application is hereby made to 1 ]TRANSFER,�>4RE7th; (check applicable) a permit to construct in accordance with this application,surveys and plans submitted. I hereby certify t I h e examined this complete application and the statements therein are true and correct,and that all work shall be done in acco an with all applicable Town,County,State and Federal Laws. "Any false statement made herein is punishable as a misdeme r rs o 210 45 of New York State Penal Law." Signature of Current Applicant/Agent ar Date � 01 � � � Print Name of Current Applicant/Agent my Alia Title Agent/Project Manager DEPART SE ONLY Permit is Transferred/ ere Until 2-3 Number of Bedrooms Approved NIIA Signature of Department Representative Date to--15'_eo VWWM-104(Rev. 02/12) w 1753'05'4-0"E — NOTES: 86.37' THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE Z Q NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, 0= 39.0' 1 PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. O fV ^ IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, IZ O� � PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY 2,4' PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED W 2 -1 cy)) 6.1' PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY.IF Z ; O II 1 AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE Q ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE REM HIS SEAL AND U) N N L] _.� _ _ THE NOTATION"ALTERED BN FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH V J a ai C) Z Z .'O- l�-~~ti i '�,�,;h'��15;�, J,`1 ,-� It '` ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. —jLu I_- --0 l_1 ' t, --1 ,. _„_] `J� �n 1! t COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED Z Q U- 4.7' �` SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BEA VALID TRUE COPY. 12.T W Z LL 0 r1 0 I G I t L>' NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS „! f10 _ Q 0 d r I.1 C' I OR RIGHT OF WAYS,IF ANY.NOT SHOWN ARE NOT CERTIFIED. Q 32 VV s8o° 0 1.7' A P 4 - 1 2022 I_. I 1 PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE N Q I f_.. T D w Ur � � w Z CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATERCOURSES. 2 J Qi LU SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS QO •�gi o* 30.9' 04 15.6' M 1 3:OZ OTHER THAN VISIBLE PERMANENT STRUCTURES. w Q COPYRIGHTO NELSON 8 POPE,ENGINEERS AND SURVEYORS.ALL RIGHTS I z O RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, (9 fl c,,; i'J.'i a'';� �r(„'f r 4°r,k�,;1 RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN W 20.5' O I _Z❑ PERMISSION OF THE SURVEYOR. N 28.5' W O W r.. - OTHIS PLAN WAS PREPARED TO ASSIST IN OBTAINING FRAMING PERMITS FROM LOCAL N Cfl 1.0' 0 N d F- r �•/(1� n MUNICIPALITIES AND IS NOT AUTHORIZED NOR GUARANTEED FOR ANY OTHER �- (+') Q_' I (O T u) w L) / V` PURPOSE. —j CO C CD12.7' O II tr cn (V L- 2Z Z 1.3I rQ 0 z da Z U.. 20 4.8' 5 0 t6n �k dv S53° 05'40"W 66.26' 1.5' N I m 43.9' 1 11 W co O C0 U I (V LO 6 ❑ U.1 Mupi U) CO M Oa I M r— D U }F NEI i S 81°34'23” E 67.78' J I f O o. 000. `9�O�c' v I C)� � `j cn I o d I 03-15-2022 FOUNDATION'LOCATION FOUNDATION AS-CONSTRUCTED FOR 167.99 (ACTUAL) N UNITS 101 - 102 R=275.00' FS2°55'20"W UNIT DESIGNATION MAP OF L=77.85' W HARVEST POINTE CONDOMINIUM 2 W - FILE NO.:490 FILED September 28,2020 0 SITUATED AT N� TOWN OF I CUTCHOGUE S 40°52'38" E ' *o,, �' SOUTHOLD TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK 27.03S.C.T.M.DISTRICT 1000,SECTION 102.01,BLOCK 02.00,LOTS 045.000&048.000 552°55'20"w 0L NELSON + POPE 19.24' - 7 ♦ engineers•architects•surveyors 70 Maxess Road,Melville,NY 11747. 631.427.5665.nelsonpope.com � � SCHOOL HOUSE DRAWN BY: NP ADD No.:INDIVIDUALS00 28_S SCALE: LANE CHECKED BY: MS FILE NO.: SHEET NO.: 'I OF 1 DATE: 03-18-22 PROJECT NO.: 00026 11—30' I-1-I DI N 53'05'40"E 86.37 NOTES: f CD. O�HSTM' THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE _ �U 5° 39.0' o of NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, 0 CD N of r7 I PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. Z 2.4' 6.1' IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145• 1� W W LLI Ix N�Q�7 U N'q 9.0 I PERSON,UNLESS HEPROFESSIONAL MS ACTING UNDER EERING AND DTHE DIRECTION OFA LICENSED ING,SECTION 7209, R ANY I� Z ELI� M O a Lu cV O`� W M In O Z U O PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY.IF AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE U Q d d ~}O J H r U Q °r ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND Z f., Tn LL LL U THE NOTATION'ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH w Z)Tn W LL (7 11.0' =z ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. o] — N It 4.7' I S F-i CD DO / 12.7' W FD Z Q COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED '35 O ST DRIVE SE �' 0= SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. S8 W�8"PAVER r 1.7' U F NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS 3 Q° BORDER N Q I CO OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED. 27' C7 in UNDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED 30.9. I N 15.6' _ AS TO ACCURACY,EXISTENCE,EXACT LOCATION,TYPE OR USE,ACTIVE OR-INACTIVE- l� ELECTRIC AND GAS UTILITY LOCATION PROVIDED FROM PSEG DISTRIBUTION DESIGN \Q� u)Z PLAN DATED 7/21/18.LOCATION OF GAS AND UTILITY IS APPROXIMATE AND LOCATED _ _ V ELEC _ TYPICALLY IN THE SAME TRENCH.ACCURACY OF UTILITY IS NOT GUARANTEED NOR IS O- O�G METER METER ari Z Z THERE ANY GUARANTEE THAT ALL EXISTING UTILITIES ARE SHOWN ON THIS MAP. CONSULT WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR - EGRESS 1 O FURTHER.DESIGN. L11 ' 0 20.5' N 28.5' WIN.WELL, g STONE BASE 11: WIN.TYP. O fZ, PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE DRIVE .4 I CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS.WATER COURSES, CV I W/8"PAVER 1.D' Q ,-- lCO W W SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS LO C7 BORDER x I l 1-0 OTHER THAN VISIBLE PERMANENT STRUCTURES. 0 I Q 3.3' C1 I z z (0 C 12.7' (D 2ND STY. 00 COPYRIGHT@ NELSON 8 POPE,ENGINEERS AND SURVEYORS.ALL RIGHTS M -J LlJ Oi '�O/H I I RESERVED.NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, _ W U)a _ RECORDING OR BY-ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED O W iN O-U N r91.3' 14 1' W U IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR MrITEN _ - W cW' 6o M � Lj= it� - PERMISSION OF THE SURVEYOR. DI° Qa H} j J L O Z of m 1 =Q ADDITIONAL IMPROVEMENTS AND/OR POSSESSION,IF ANY,NOT LOCATED,NOT Z (0 LL UL - 0:00 - SHOWN co 4.8' 7(@WLL (D 0 C M 1 5' N 8.4' 7.0' OST-1 SOME DRAINAGE INFORMATION PROVIDED BY BUILDER S53' 05'40"W 66.26' ^�1.s' 439' N NI OST-2 w J O Co CONTROL LO MOLE MI DU ca 0)... z co � m v I °a OF NE�V m (n .(Q' DAVID p - CO tt1iL S 810342311 E 9 67.78' J> I �'� ��•D5D213 �� 0000 .'Q 0. I LQ E4 v - ! `> V I\ I 0 I 03-15-2022 FOUNDATION LOCATION FINAL SURVEY FOR 167.99' (ACTUAL) N 06-01-2022 SANITARY AS-BUILT UNITS 101 - 102 08-24-2022 ADDED CONTROL UNIT DESIGNATION MAP OF R=275.00'� �,� S52°55'20"W PAN MODLLE3AND ELEC. HARVEST POINTE CONDOMINIUM 2 L=77.85' „� 1 w 10-27-2022 FINAL SURVEY FILE NO.:490 FILED September 28,2020 SITUATED AT CD Nw � o TOWN OF I CUTCHOGUE S 4O°52,35„E TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK Nn " S O U TH O L D S.C.T.M.DISTMCT 1000,SECTION 102.01.BLOCK 02.00,LOTS 665.000 m 018.000 19. 4 � co NELSON + POPE S52°55'20"W c L 19.24' 7 ♦ engineers•architoM•surveyors Vr70 Maxess Road,Melville,NY 11747. 631.427.5665•nelsonpope.com I— ZLuDRAWN BY: NP ADD No.;INDIVIDUALSURVEYS u- Of SCHOOL HOUSE 000zs_I SCALE: LANE CHECKED BY: MS FILE NO.: SHEET NO.: 'I OF 1 5 00026 ' -30' DATE: 10-31-2022 PROJECT NO.: NOTES: THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE ��_ _ _ _ c /+ �e NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, DI \� I SUFFOLK COUN l T�DEPARTMENT OF HEALTH ISERVIC.ES PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. 0 I .,, gy WORKS IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, W _ APPROVAL OF��,..NS 1}R'UCTED VY ORKS FOR PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 72D9,FOR ANY A c�ew�! 1'_'�'•.' T �y��Cry PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OFA LICENSED / A S C-L5 i L. RESVIDE CIF PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY.IF / ,ry �]{� t,� n AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE z 1" WATER SERVICE / ip 39.D' 11'6C�v o CT o /l i�, H. Ref,Nb. a Q-1 =Q 1,,5� ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND --- •-s-- THE NOTATION'ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH w-w-w w-w-W T ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. ^O^ /� m 2.4' 6.1' T-ne Set rage e�cpoeW�d water supply faciNes at this loaml on IISV8.be n COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED - f..L wJ' ~ �'_ Ix U W [nap--cW ancYar carded� .ft's 1'r\apa,a,ne•)t yr Other ogenc�and cx✓uW to SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. LU z M O I m N N Q LU L6 co tr,3 S8t1s3Ccry FOR A IMUM qF;46 �B� NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS \ m p �� OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED. IH V/ e- LL U - - Q ).-. } 0 SF OW _ _ UNDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED W ( - Z (LI 4.7' cp AS TO ACCURACY,EXISTENCE,EXACT LOCATION,TYPE OR USE,ACTIVE OR INACTIVE 12X I Z Q�G - _ _ - _- _ ELECTRIC AND GAS UTILITY LOCATION PROVIDED FROM PSEG DISTRIBUTION DESIGN in / W F-- 0.rn -U C') PLAN DATED 7/21/18.LOCATION OF GAS AND UTILITY IS APPROXIMATE AND LOCATED � ) e- I } O= --- TYPICALLY IN THE SAME TRENCH.ACCURACY OF UTILITY IS NOT GUARANTEED NOR IS STONE BASE Q N U F-~Z THERE ANY GUARANTEE THAT ALL EXISTING UTILITIES ARE SHOWN ON THIS MAP. DRIVE Q' I ? 1.7' > ¢ CONSULT WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR Q I W/8"PAVER N Q I d m in 0 cp •• FURTHER DESIGN. BORDER U` CE,OR SUB SURFACE I ❑moi UZ >o Z s ; G� 3D.9' cV 10x•6' 17� c7 I�1 ccs f 4 gq 17L CONDITIONPREPARED S MAPPING INCLUDING F3UTINOT CT LIMITED TO OUND FAVVEMNDS,WATER COURSES, MH / 4"SDR-35 H ? ;a�JE! 17 JJ I)- 3 I I (BURIED) i- DI°GAS cr METER PIPE'TYP.H m�? J }� ",7 SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS OTHER THAN VISIBLE PERMANENT STRUCTURES. G — G —MET 3 r E - E COPYRIGHT°NELSON d POPE,ENGINEERS AND SURVEYORS.ALL RIGHTS 20.5, O a a o I Ina _ [' RESERVED.NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, } SCP 2 O _RECORDING OR BY ANY OTHER MEANS,OR STORED.PROCESSED OR TRANSMITTED 28.6' > 222 IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN O Q STONE BASE W I ?co W Ip O� I c~ PERMISSION OF THE SURVEYOR. DRIVE 1.D' Q I Q.O Uz wa ADDITIONAL IMPROVEMENTS AND/OR POSSESSION,IF ANY,NOT LOCATED,NOT I W/DRIVE _ 0c) Q �'� l ; I BORDER Q I g 3.3' 19' a ^'�C1.iaC� SHOWN �L.SJ 3 w I •- 12�, (� I q W 4"SDR-35 y [a�50�^,r�`-, P ��r F P A w-Y ALL SANITARY PIPING 4'AND S'SDR-35,TYPICAL. I I I J LL LZL co N of PIPE'TYP. ? -;'t fj�' ,.I SOME DRAINAGE INFORMATION PROVIDED BY BUILDER Z a l I I F- w O 1.3' y g UOI" DI n CO IO W I >I ° co 0: Si F 3I CD o3 I = 4.8' N Oz�NLIJvI zo U3 I `h1.5' ST w I m 8.4 �yCF NEIV 1" WATER iIl " cST-2 SwRVICE N — l) 43.9' DNVID y z ai co a m I CONTROL ¢ 09 ba: t7�� I I II ) MODULE zN X_j I Oa oui C7 t"t I Z cr 3 I ® I U "�N O PANE6�TRIC � ^/0.050213 J� ® °Z� 03-15-2022 FOUNDATION LOCATION SANITARY AS-CONSTRUCTED FOR SANITARY SYSTEM AS-BUILT TABLE 06-01-2022 SANITARY AS-BUILT UNITS 107 - IOC STRUCTURE NAME TIE A TIE B 08-24-2022 ADDED CONTROL UNIT DESIGNATION MAP OF UNITS#101-102 MODULES AND ELEC. ST-1 19.6' 45.4' PANEL HARVEST POINTE CONDOMINIUM 2 ST-2 17.5' 51.8' FILE NO.:490 FILED September 28,2020 SITUAT M AT LP 22.5' 70.1' CUTCHOGUE TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK S.O,T.M..OISTRICT 1000,SECTION 102.01,BLOCK 02.00,LOTS 046.000&090.000 HEALTH DEPARTMENT REFRENCE NUMBERS&AREA'S � ` N E L S O' N � � ® � UNIT No. HD REF No. HABITABLE AREA GARAGE AREA TOTAL GROSS FLOOR AREA 101 R10-17-0155 1,999 S.F. 486 S.F. 2,485 S.F. engineers.amhftM a surwy®rs 102 R10-17-0156 1,999 S.F. 486 S.F. 2,485 S.F. 70 Maxess Road,Melville,NY 11747. 631.427.5665•nelsonpope.com DRAWN BY: NP CADD No.:INDIVIDUALS00026 S SCALE: CHECKED BY: MS FILE NO.: SHEET NO.: 1 OF'I DATE: 09-07-2022 PROJECT NO.: 00026 1"=30' UP I-RUSE PLACARDING REQUIRED APPR VED AS NOTED DATE: B.P.# + 7/V ELECTRICAL WSPECTION REQUIRED FEE: g fl BY: NOTI Y. BUILDING DEPARTME AT . 765-18Q' 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED PO NOT PROCEED WITH;; FOR POURED CONCRETE f,RAMING UNTIL SURVEY<: 2. ROUGH FRAMING & PLUMBING EsOUNDATION LOCATION. 3. INSULATION ; iA :BEEN,APPROVED. 4. FINAL - CONSTRUICTION MUST BE COMPLETE F• 'P '..0. ALL CONSTRUCTION SHALL MEET THE . Blower door REQUIREMENTS OF T HE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR and ductwork DESIGN OR CONSTRUCTION ERRORS. testing required, COMPLY WITH ALL CODES OF PLUMBER CERTIFICATION NEW YORK STATE & TOWN CODES ON L15A-D CONTENT BEFORE AS REQUIRED AND CONDITIONS OF CERTIFICATE OFOCCUPAN'. SOLDERUSED IN WATER _SOUTHOL D TOWN PLANNING BOARD SUPPLY SYSTEM CANNOT Sp,L99OLDi WN-RUSTEES EXCEED 2/10 OF 1% LEA D. -- PLUMBING OCCUPANCY A' kLL PLUMBING WASTE OCCUPANCY ORWATER LINES NEED 't' G`BEFORE COVERING USE IS UNLAWFUL WITHOUT CERTIFIGI AU exterior lighting .�F OCCUPA N�'� installed,replaced or repaired shall conform to Chapter 172 of the Town Code 3ETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 )F THE TOWN CODE, Fire separation Must provide Manuals required as per A J and S as per NYS Code NYS Energy Code Zc , W �1 E 0 W N B A G A p 4-J (� A-6 A-b AI-6 AI fi u 0- U Z ^ ` w 16-0' S2'-2" V� 4--d =3 u) tq- U j .pmwjU a)N rn DIRECT VENT HEATING EQUIP. U o 14'-10' 4'6' I 14'-g• 4'b' 15'6' 12'6' APPLIANCESHALL BE INSTALLED WITH THE � N? AI.I _ GOh18(15T1BLE MA AS Z .U 5 LO p 0• INDICATED ON THE APPLIANCE LABEL Ox m 2" AND IN THE MANIFACTU M;5 V Q W M INSTALLATION INSTFXTIONS. 3: vi POR TCAL CH SLAB LINE OF FEW CHEEK El M 6 +4'PL.SLAB MIN.3.500 PSI GONG) 5'-4' 4'-4"M.O. 5 2• WALL 0 UNIT 102 5'-2' 4'4"MA. 5'-2" M YPI FDIREINFORCED NTH 6x6,10/10 WW2 OF FEW CREEK+ M O' I' ' V a TAMP I Ful TO 45%DENSITY LINEWALL 0 UNIT 102 " m FDI N th iD Z v O 4'WIDE JOIST 2 SEAT.T.O.SEAT I U FDI ELtY=(-)I'-I}' `a- ff q FDI 1z 2 � 12'0• g" b" T'-0• g• T 0• b" g" 13'-g' i FDI E6RESPS 2 9 0 U) If-' - - - NNDOWo I r-----. 4 HD z _ a¢, HD TYPICAL PORCH SLAB = _ _ 9 - - . ,'��, FDI - +4'PL.SLAB H K 5500 P51 GONG) • O 2x12 FLOOR JOISTS _ E6f xy .'. U REINFORCED NTN 6x6,10/10 WWM. p p (2)2X10 P.T. - - FDI NNDOW '.; +TAMP i FILL TO q5%DENSITY II o I6'OL. O p _ �_ _ - Q1RFrTVENT HEATING EG111P. L _ - - - - APPLIANCE rJ FARAur.E 4 I'-0. "' 7'-0' g' 7'-0' 1-0' HND Hp p �';+-.p g' 15'-10' I'-0" 10'-6• 10' LL Ln APPLIANCES SHALL BE INSTALLED 2'x 10' To 4'WIDE JOIST SEAT. b I r - �:a '•_ = 12 FLOOR JOISTS NTH THE CLEARANCES FROM 5EgT v TA.SEAT ELJ V=(-)1'-I} �) °� 1 - - - N. tNPROTEGTED GOMFA15T18LE TYP.BEAM POCKET WRAP ENDS I (2)2X10 P.T. 0 Ib'OL. O l N J MATERIALS A5 LABEL AVON THE - _ _ _ _ OF GDR W/ALUMINUM AT I -F9 I I I I I " L -� Lam 4'NDE JOIST Z APPLIANCE LABEL AND IN THE - POGKET OR PROVIDE I/2'AIR I I I I I 10 �— 13'-0" 2k la T.TA.SEAT ❑ MANIFAG1URBt5 I TT 110N 4 ' 4 4 Q 5PACE ALL SIDES I(�r p I I 2x12 FLOOR JOISTS - _ ° _ '�L1B SEAT awx(-p-Ii" II 10' II'-4' w r Ib'-g' 13'-0' 4'b' IDE FRESH AIR I 10' 0 Ib'OL. - - ry L- = -1 4'NDE J015T SEAT. 4 1 `T = _ _ = INT TO WTA EEWP FDI 1� 4 2'PL.FOUNDATION WALL FDI r -I I L IF - -- TA.SEAT aW= NTH PWROOFIN6 ONI FDI 24k 12'PL.F`ODTiN6 (� I I I / FDI FDi i I I Q 4 ALL HOT WATER �►+'��TO MEGHPROVIDE FRE91 A P 2x12 FLOOR JOISTS I 11 - it 2x12 FLOOR JOISTS ►I I I I / N TYP.BEAM POCKET WRAP ENDS OF I = , I 4 I PIP 1 DUCTS TO BE Hu PER GODS _ - 0 12'OL. I I o 16'OL. I 2xl FLOOR JOIS 6DR W/ALUMINUM AT POCKET OR I I FDI 1 4 A=` LOCAL ALL EXPOS HOT I I g I I I I I II 31j•DIA STEEL COI UP4N I {�I6'OL. 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A JOINT'S AND NAIL FADS-(NOT SHOW-WALLBOARD JOINTS COVERED NTH TAPE AND JOINT COMPPOIINAO.NAIL HEADS COVERED = 3/16"=1'-0" 3/16"=1'-0" LIVING AREA= 1,610 SQ. ET. NTH JOINTCOMPOI.M. w w LIVING AREA= 1,6201 5Q. ET. C 4.1 19 NO eLM#MSS•-HTMRAL FIB62 OR 6LA55 FIBER INRA ATION 3-5/8 IN T PRE55URE FIT TO FILL WALL CAVITIES t F--1 0 6ARA6E AREA= 486 5Q. I T. Bli STIRS AND PLATES.MNERAL FOR INSULATION TO BE R FACED AND TO HAVE A MIN DENSITY OF 3 PGF.6LA5S FIBER � 6ARA6E AREA= 442 50. ET. Ni TO BE FAGS)NTH ALUMNIM FOIL OR KRAFT PAP(3R AND TO HAVE A MIN DEA5I7Y OF 0.9 PGF(MIN R-13 THERMAL 0 m COVERED PORCH AREA- 281 5Q. ET. GOVERED PORCH AREA= 364 5Q. ET. INAA11ON RAT1N6). z J 9.WOOD SRNI1CTIlRN_PANEL SHEATHRN6-MN 1/16 IN.THICK,4 FT NDE WOOD 5TRUGMAL PARIS,MN 6RADE I&V OR-jWATHAN6'. Q INSTALLED NTH LONG OMB61ON OF SHEET(STREHM AXIS)OR FACE 6RAIN OF PLYWOOID PARALLEL NTH OR PERPEIVICIAM TO Z STUDS.VERTICAL JOINTS CENTS ON 5TIA5.HORIZONTAL JOINTS BACKED NTH NOM 2 BY 4 IN,WOOD BLOGKIN6.ATTACHE)TO (� D U) STLVS ON EXTERIOR SIDE OF WALL NTH 60 CEMENT COATED BOX NAILS SPACED b IN.OC.AT PERIMETER OF PANES AND 12 RL OG � A LON6 INTERIOR STUDS. W b.EXTli FKANSS-INSTALLED M AC60RDANCE NTH THE MANIFAGTUREZS WTALLA71ON INSTRUCTIONS.ONE OF THE FOLLOIi 0 EXTERIOR FAGIN%15 TO BE APPLIED OVER THE SNEATHIN6, V RE ARC G.WOOD STRUCTURAL PANE.OR LAP SIDING-APA RAT®51DIN6,EXTERIOR,PLYWOOD,OSB OR COMP051TE PARES NTH VENEER Og a T Cy FACES AND 5TRUGTiI &WOOD GORE,PER P5 I OR APA STANDARD PRP-108,INGLIAIN6 TEXTURED,ROI16H SAW MEDIUM DENSITY Q Q F�`� X020 NY5RG-R3122.1 Y ,GROOVED AND LAP SIDING. IN DM6..LANG UNIT5,NA32E THE TOP OF THE SILL OF AN OPERABLE NNDOW OPENAN6 15 NOTE: WOOD SPECIFIED IN lX.`RATED DESIGNS ARE MINIMUM SIZES.LA�ROER DIMEN510NAL W LOCATED LESS THAN 24'ABOVE THE FINISHED FLOOR AND 6REATE2 THAN 12'ABOVE TTA: FINISHED 6RADE OR OTHER SURFACE BELOW ON TTA=EXTERIOR OF THE BUILDING,THE rJTUDS GAN BE SUMTITM. OPERABLE w1H AT SHALL AI J.DH NTH ONE of THE F 5PHERE , NOTE: UL#3% 15 IN COMPLIANCE WITH FtRE=RE515TIVE'RATrIN65-AN51A L 3 A5 PER'R302 023810 •OPENINGS THAT WILL NOT ALLOW A CINCH DIAMETER SPHERE TO PASS THROl16H THE OPENING IN ITS LAR6E5T OPENED POSITION. O� MULTIPLE LVL GIRDER GONNEGTIONS: .FALL PREVENnoN pEvlcEs THAT COMPLY NTHH ASTM F 2090 ❑ OF NE`N� FOR ALL MULTIPLE LVL GIRDERS,LAG BOLT DEVICE N N 1�w�ToFn�A� �T RELEASE�� TOGETHER W/I/2 BOLTS® 2-0 O.G.,� MIN, ONE HOUR RATED EXTERIOR 1 FROM TOP � BOTTOM, MIN. - FROM ENDS OPEIING AREA OF THE HNDOW UNAT TO LESS THAN 5.1 SQUARE MEET. WALL RESISTIVE ASSEMBLY ,1013 BER �s. A- 3— w 2 16023 2020 NYSCGGC 5EGTION R 403.3: NOTE: � _E�HANIST FAN GENERAL GONTRAGTORS AND 5U13GONTRAGTORS TO VI=MING SYSTEM TERMINATION LOCATION: � -SUPPLY AND RETURN DUCTS IN AT%5 SHALL BE IN5)LATED TO A MIN.R-8 2020 NY5EC4 SECTION R 402.4.12: UNITS 101 (MODEL Al ) & DUET CLUSTER SHEET NUMBER REVIEW THESE GONSTRUG110N DOCUMENTS UPON RECEIPT THE DENT TERMINAL of A DIRECT DENT APPLIANCE NTH AN INPUT Q NOTE"V°: PROVIDE SPRAY NOTE: NOTE I S': HD= HOLD DOM 50 CFM INTUHTTE NT OR FROM ARCHITECT AND REPORT ANY AND ALL AND DUGT5 OUTSIDE THE THERMAL ENVELOP SHOULD BE MIN.R-6. AN APPROVED HERS RATER TO OF 10,000 BTU PER HOUR(3KMU OR LE55 5HALL.BE LOCATED AT LEAST = STAIR MANUFAGTURER TO OB16N 5TAIR5 TO ® GFM GONT1N1oI15 -5E4LIN615 MANDATORY FOR DUGT5,AIR HANDLERS,AND FILTER BOXE5. PERFORM AIR INFILTRATION,DUCT 61 FROM ANY AIR OPENAN6 INTO A BUILDING,AND SUCH AN APPLIANCE NTH 0.. ALL DRYERS TO BE VENTED FOAM INSULATION IN ALL R5EN 2s SERI BE IMMEDI019,RATELY S INGLUDIN6 ANY COIR GTIV GONFLIGTS, _�,� 2015 I AND GONNEGGTIONS SHALL COMPLY YIITH SECTION M-1601.4 LEAKAGE AND COMBUSTION SAFETY AN INPUT o�IOp00�NT How�NOT O���CL P� 102 (MODEL A FIRST FLOOR PLAN Z TO OUTSIDE AIR PEZ GODS MEET ALL APPLICABLE CODES AND TO IMMEDIATELY TO ARCHITECT FOR GORREGIIVE ' HOUR SHALL�INSTALL®NTH A 9 INCH VETT TERMINATION GLEARANC,E, •ALL WA5HER To BE GARAGE CEILING® ANDERSEN 200 SERIES REPORT ANY DISCREPANCIES AND CONFLICTS cot OF THE 2015 IRC. TESTING AND PROVIDE A WRITTEN PERHAVE _ PROVIDED WITH DRAIN PANS LOCATION OF ® CARBON MONOXIDE MEASURES PRIOR TO CONSTRUCTION.DO NOT SGAL E -DUGT5 SHALL 13E PRE55URED TESTED TO DETERMINE AIR LEAKAGE BY REPORT OF THE RESULTS �TA 12���NAnoON u�E>�ANcCE.THE e�OM OF THE � TO THE ARCHITECT PRIOR TO STAIR FABRICATION. ©'TEMPER DETECTOR DRAWIN65.DIMENSIONS SHALL BE CALCULATED AND $EDROOM ABOVE 61-AZIN6 NEVER SGAL®UNLESS OTHERWISE NOTED. R�-IN TEST AND A WRITTEN REPORT OF THE RE5JLT5 SHALL BE SIGNED VENT TERMINAL AND THE AIR INTAKE SHALL BE LOCATED AT LEAST 12' uJ �p SMOKE DETECTOR BY THE PARTY CONDUGTIN6 THE TEST AND PROVIDED TO THE CODE OFFICIAL. ABOVE 6IZADE• D COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED Z t ' E (D 0 :3B A G A V a A-6 A-6 AI 6 AI-6 Z £ U W O L o °' _ •� 0Qom N 1" Z () (2,5 N Lp O L. a(1) 0- 0') U Q c O cf Lo oo 5'-II' S'-II' ❑ U ce) A/ M I/ln t0 v a © I HOUR RATED EXTERIOR _ — — — — — — — — — BEARING WALL ej II'-0'PL.HT. �❑ — — — — _ — — — — — — —❑ ❑I ASSEMBLY-5EE DETAIL: I� II I I II - - - - - - - - - - Z II I I II I I O AL16N FA5CIA5 I 11W PL Hr III-01 nL Hr. II I I 4 it lI I II I o I z I = _�_ III-01 PL.Hr. I I O ALLr') I I LL I DH I III III o Cn IIII i I I I r�o�� _ _ _ Z OH. 41El === _= I I F II 11 - - - q'-0'PL.HT. - - - - SII) III w ►� �g I I I III I I -�I I GJ 2x6 e 161 C C, - == - _ _ I I 6" 0 -0' 4' I I \ III I,_b, I I I § q'-0•GEum III OEE. BEDROOM #3 I\ I I \ I IJ �L I I I I_b 6• 51-4 4' 51-41 F_ w III W LISID ® �'� 0 I I I I I I I o II 0 I I I S\ I \ I � q, 1M.,� I I \ I N® \ - ZD. El I� t l I I t- -- - `� - - - -- -- -� - -. - - - - -- - 4 l i l 36'HI6H I I I I I \ 14'-0' t RAILING _ J q'-O'CELIN6 T J I \ b• t2'-10' r r ��° II \ oPT I i \ I I- - - �- - - -I 1-- I 36'HIGH _ \� 5'-5' 6\ 3'-I' 6.I I I I / Y 9'-0'cELM6 L — — — �� _ — \\ RAILIN6 4' 5'II° c 4'-I' I t I II'-O'PL.HT. ( / m L� 14R ON 3 3 W - - - - - - -1 \ - - - - - - - - - - - - - / \ t I I i _ CT�J- � -1 � JEF® W-O' UNsw 4" _ _ 6. _ I f I �u� BAT III 4 8' S ' - — — I — — — 6" V 8'-10"— — — 4' 3 8" UPPER GREAT \ I V / I- II i �- - - - � I �, Lav ROOM - - - _� I Oo GEI _ I I � j�- - -�j I // � � � T-0'PL HT-T, 4 QAC Cf•EAEATGIE ,ye'A� g° I i t— — — — — — —— — — — J� \INE BR6 MTN q I III I I 5D® I I I I I b' 3'6' 6'2.' 6' I I I q'-4" 4': 2'6' I m I I'-0' `.� 4'6' 114' t II'-o'PL.Hr. UPPER - 6ABLE - -��- _- - - - KAU ROOF BREAK 0 _ _ - - - - I1I I II aBZaTORY KLEPLHf I I I I I 'x14'LVL — — — — — —— — — — CARDERL II II II g ' I II I II I I G� I TORY II AI b Ho M" O - M NMCO N 3040 °M %5'-r 10'10" a 0) )Io Hr Ab WALL I I 1 �D I I I I G����n+'LL GF N6 1 4 I I I I t I I I I - - - - - - - - I it BEIb h*2i I II I L_ 1L G I I i�hhrl•i - I I A-6 q'-0'PL.Hr. — — — — — — — — — — — — — A-6 I I 8•PL Hr T-8'PL HT t cii I O OO O OO - - - -- - 1 - -- II m cc w DH r 08' 'HD HT LLQ - - - - - - GJ r C � to cN J O N Z W AI.I a L7 2' 12'-0" n'-4" 0 m >54'- O W LLJ w w W2" 2, Q U Z B A G A U) 4 A-6 A-6 AI-6 AI-b W u (] Q v O = UNIT 10 2 UNIT 101 J U r MODEL Al (HOLLY) Z "' w di MODEL A (LAUREL) 0 o o C.) W u) : ................ .... ........................ .... SECOND FLOOR PLAN SECOND FLOOR PLAN W 0 3/16"=1'-0" 3/16"=V-0" AREA- 370 5Q. ET. 3/16"=1'-0° LIVING AREA= 32Q 5Q. ET. U FLED ARC 9 eCRT C,,,, A TOTAL LIVING AREA TOTAL LIVING AREA 1,999 SQ. FT. 1,999 SQ. FT. 023BAO SEE ROOF PIAN FOR ALL 5TRUCTURAL FRAMINS INFORMA „�N ❑ TFOF NE`N� ® I HOUR RATED EXTERIOR BEARING WALL ASSEMBLY- SEE DETAIL: A9 O20 �_R312-2-1 wr616023 N0�_ LESS THAN SHEET NUMBER ENGINEERED J015T EF =EXHAUST FAN: 6ENERAL GONTRAGTOR5 AND%6GONTRAGTOR5 TO ONE GAREON MONoxIDE ALARM M NEVV 24'ABOVE THE FINISHED FLOOR AND 6REATER THAN 92'ABOVE THE FAIN S E D 6RADE15 OR LOCATEDU) SURFACE Q SHALL NOT BE GUT Mu TI GIRDER GONNEGTIONS: 50�E INTERMITTENT OR REVIEW THESE CON5TRUGTION DOGUMENT5 UPON RECEIPT ONE AND IrO-FAMILY DWELUN%, �.OK ON THE EXTERIOR OF TTE BUILDING,THE OPERABLE WINDOW SHALL COMPLY WITH ONE OF THE UNITS 10 1 (MODEL Al ) & DUET CLUSTER 2W NOTE: NOTE "5 HD= HOLD DOWN L PLE LVL ® 20 cFM GONnruous FROM ARCHITECT AND REPORT ANY AND ALL TOWIOU�AND DWIL.UN6 UNITS IN FOLLOWING: NOTGHED AND HOLE5 TAIR MANUFACTURER TO DE516N STAIRS TO FOR ALL MULTIPLE LVL 61RDER5 LA6 BOLT 6ROUP R-z anLDIN%(COMM a< Z DI5GREPANGIES INCLUDING ANY DIMEN51oNAL CONFLICTS L OPEEST O THAT WILL NOT ALLOW A 4 INCH DIAMETER TO PA55 THROUGH THE OPENING IN 1,5 102 (MODEL A) SECOND FLOOR PLAN ALL WINDOWS SHALL BE �� i ��' �� GO..OpS}AND UNITS ori FOR SALE, LAR.6EST OPENED POSITION. BORED UNLE55 ALL APPLICABLE GODE5 AND TO TOGETHER W/ 1/2 BOLT5® 2-0O.G.,2 MIN, Got IMMEDIATLEY TO ARCHITECT FOR CORRECTIVE IN THE IMMWIATE VICINITY OF (D ANDER5EN 200 5ERIE5 ® CARBON MONOXIDE FALL PREVENnoN DelIGES THAT COMPLY WITH ASTM F 2040 SPECIFIED BY THE REPORT ANY DISGREPENGIES AND CONFLICTS p=TEMPS PROM TOP 4 BOTTOM, d MIN. 4" PROM ENDS DETECTOR MEASURES PRIOR TO GON5TRUGTION.DO NOT SCALE BEDROCK,ON THE Lor r FLOOR ME HNDOW OPERN6 CONTROL DEVICE AFTER OPERATION TO RELEASE THE CONTROL DEVICE ALLOWING MANUFACTURERNG PER TO THE ARCHITECT PRIOR TO STAIR FABRICATION. GLAZIDRAWINC6.0145610N5 5HALL BE CALCULATED AND LEVEL C 4TAHNS BOOM. THE WINDOW TO FULLY OPEN,SHALL NOT REDUCE RE NET CLEAR OPENING AREA OF THE WINDOW UNIT TO W CODE %D SMOKE DETECTOR NEVER SCALED UNLESS OTHERWISE NOTED. LE55 THAN 515QUARE FEET. 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED Z ' W E U O 4-- Z W H 0� L) CN m O 04 U) -c a)Z - Z C) 2,5 c G A Q tlxi c M A-b A-6 AI-6 AI-6 U = � w ° 00 Uw N M I..I.. t0 14'-0'GABLE WIDTH Ib'-2'FASCIA WIDTH 14'-8'HIP WIDTH V 0.. i AI.I II,-q"PL HT Fr _ _ - - _ _ = = = - - 1 ABV ISTFLR II'-0'PL.HT. II1-4'PL Hr I rid-` - - - _ _ - _ = I 4 z ABV IST FLR I 11 1 1 1 ® I HOUR RATED EXTERIOR U t I It BEARIN6WALL I - - - - - - - - - - - Tr i I 12 I I I A55EMBLY-SE DETAIL: e L N L 'I ALIGN FAGIAS IIII :lo I ( 11 1 _ cn IIII NNc I I I HD O CaffER OVER I tirAQr N �\ I I p ALIGN FASCIAS 2x10' 8 16 Or,. c�7 2x10' ®I6 OG. FIREPLACE GHA5E II'-O'R HT z I I � ABV 15T PLR o ��Q I AI-5 II'-0'PL.HT. U t IIII II'-o'PL HT ABV 15T FLR O /1 ALIGN FA5uA5, 9'-0'PL.HT. lo-0FL I r- _ lJ J _ - - - _ - 4 II'-0•PL.HT. 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W COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED ---_�_ PLANS ARE IN CONFORMANCE WITH THESE APPLICABLE CODES: TABLE R405.1 ►_ W PP g P P Section R316 Foam Plastic Z R302.12 Draftsto in In combustible construction where there is usable s ace both above and below the concealed s ace of a Properties of Soil Classified According to the Unified Soil Classification System C , 2020 RESIDENTIAL CODE OF NEW YORK STATE floor-ceiling assembly, draftstops shall be installed so that the area of the concealed space does not exceed 1,000 square R316.1 General. The provisions of this section shall govern the materials, design, application, construction and installation of foam plastic W p-.1 feet. Draftstopping shall divide the concealed space into approximately equal areas. Where the assembly is enclosed by a materials. UNIFlED SOIL VOLUME Z) y 2020 EXISTING BUILDING CODE OF NEW YORK STATE solU cLASSIFICAnoN CHANGE floor membrane above and a ceilin membrane below, draftsto in shall be rovided in floor-ceilin assemblies under the R316.2 Lobelin and identification. Pucka es and containers of foam lastic insulation and foam lastic insulation com onents delivered to GRouP y-�TEM SOIL DESCRIPTION DRAINAGE FROST HEAVE pO��,gL g PP 9 P 9 9 9 P P P �i 2020 FIRE CODE OF NEW YORK STATE the ob site shall bear the label of an a roved a enc showin the manufacturers name, the roduct listin , roduct identification SYMBOL CHARACTERISTICS POTENTUU EXPANSION U following circumstances: 1 PP 9 Y 9 P 9 P p �}� YORK STATE 2. Floor framing is constructed of truss-type open-web or perforated members. and information sufficient to determine that the end use will comply with the requirements. GW WELL GRADED GRAVELS, GRAVEL SAND MIXTURES, U 2020 M EC HAN I CAL CODE 0 F NEW R316.4 Thermal barrier. Unless otherwise allowed in Section R316.5, foam lastic shall be se arated from LITTLE OR NO FlNES coop Low Low c 1 0- R 302.1.12.1 Materials. Draftstopping material shall be not less than 1/2 inch gypsum board, 3/8 inch wood structural P P GP POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES, Z V GOOD LOW LOW �"I 1 � U 2020 PLUMBING CODE: 0 F NEW YORK STATE panels. the interior of a building by an approved thermal barrier of not less than X inch gypsum wallboard. LITTLE OR NO FlNES O W L_ 2020 PROPERTY MAINTENANCE CODE OF NEW YORK STATE AND NEPA 70 R316.5.3 Attics. The thermal barrier specified in Section R 316.4 is not required where all of the following apply: GROUP I sw WELL GRADED SANDS, OR GRAVELLY SANDS, GOOD Low Low .�� in r- R302.13 Fire protection of floors. Floor assemblies that are not required elsewhere in this code to be fire-resistance rated, shall be 1. Attic access is required by Section R807.1. LITTLE OR NO FlNES TAl E ENERGY CONSERVATION CONSTRUCTION CODE- provided with a 1/2 inch gypsum wallboard membrane, 5/8 inch wood structural panel membrane, or equivalent on the 2. The space is entered only for purposes of repairs or maintenance. SP POORLY GRADED SANDS, OR GRAVELLY SANDS, GooD Low Low W �� U 2020 NEW YORK S _ LITTLE OR NO FlNES � underside of the floor framing member. 3. The foam plastic insulation has been tested in accordance with Section R316.6 or the foam plastic insulation is protected GM sILTY GRAVELS, GRAVEL SAND SILT MIXTURES MEDIUM Low � +_' �,N} RESIDENTIAL PROVISIONS Exceptions: against ignition using 3/6 inch gypsum board. sM SILTY SAND, SAND SILT MIXTURES GOOD MEDIUM LOW U U N 4. Wood floor assemblies using dimension lumber or structural composite lumber equal to or greater than 2 inch by 10 inch. R316.5.11 Sill plates and headers. Foam plastic shall be permitted to be spray applied to sill plates and headers or installed in the GC CLAYEY GRAVELS, GRAVEL SAND CLAY MIXTURES MEDIUM MEDIUM LOW Z L- X(n o M SECTION R101 perimeter joist space without the thermal barrier specified in Section R316.4 subject to all of the following: sc CLAYEY SANDS, SAND CLAY MIXTURES MEDIUM MEDIUM LOW O Q LU M M GENERAL Section R303 1. The thickness of the foam plastic shall be not more than 31'4 inch. ML INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR, _ � N Light, Ventilation and Heating 2. The density of the foam plastic shall be in the range of 0.5 and 2.0 pounds per cubic foot. SILTY OR CLAYEY FIND SANDS OR CLAYEY SILTS WITH MEDIUM HIGH LOW ❑ M o,..o R101.2 The provisions of the 202'.0 Residential Code of NYS for One and Two Family Dwellings shall apply to the construction, alteration, R303.1 Habitable rooms. Habitable rooms shall have an aggregate glazing area of not less than 8 percent of the floor area of such 3. The foam plastic shall have a flame spread index of 25 or less and an accompanying smoke developed index of 450 or less cRouP 2 sucHr PlasncITY U M movement, enlargement, replacement, repair, equipment, use and occupancy, location, removal and demolition of detached one and rooms, when tested in accordance with ASTM E 84 or UL 723. two famil dwellin s and towrnhouses not more than three stories above grade plane in height with a separate means of egress cL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, � � y g Exceptions: GRAVELLY CLAYS, SANDY CLAYS, SILTY CLAYS, LF�4N MEDIUM MEDIUM MEDIUM and their accessory structures not more than three stories above grade plane in height. cuts To Low - is A ainst Deca a 1. The glazed areas need not be operable where the opening is not required by Section R310 and awhole-house Section R317 Protection of Wood and Wood Based Produc g y R202 Definitions: mechanical ventilation system is installed in accordance with Section M1507, R317 All sills and plates on exterior foundation wall to be pressure preservatively treated in accordance with AWPA U1. R404.1.6 Height above finished grade. Concrete and masonry foundation walls shall extend above the finished grade adjacent to the Continuous Insulation: Insulat:in material that is continuous across all structural members without thermal bridges other that 2. The lazed areas need not be installed in rooms where Exception 1 is satisfied and artificial light is provided that is Foundation wood girders: wood girders seated in exterior foundation walls to have min. 1/2 inch air space all sides or ends foundation at all points a minimum of 4 inches where masonry veneer is used and a minimum of 6 inches elsewhere. " 9 g e buildin fasteners and service openings. It is installed on the interior or exterior or is integral to any opaque surface of th 9 capable of producing an average illumination of 6 footcandles (65 lux) over the area of the room at a height of 30 wrapped with aluminum flashing. R404.1.7 Backfill placement. Backfill shall not be placed against the wall until the wall has sufficient strength and has been envelope. inches above the floor level. R317.1 Location required. Protection of wood and wood-based products from decay shall be provided in the following locations by the use anchored to the floor above, or has been sufficiently braced to prevent damage by the back fill where the unbalanced Mezzanine: An intermediate level or levels between the floor and ceiling of any story. R303.8 Exterior stairway illumination. Exterior stairways shall be provided with an artificial light source located at the top landing of of naturally durable wood or wood that is preservative-treated in accordance with AWPA U1 for the species, product, preservative height of fill exceeds 4 feet. Windborne Debris Region: Areas within hurricane-prone regions located within 1 mile of the coastal mean high water line where the stairway. Exterior stairways providing access to a basement from the outdoor grade level shall be provided with an and end use. Section R405 Foun ation Drainage the ultimate design wind speed (Vult) is 130 mph or greater. artificial light source located at the bottom landing of the stairway. R317.1.1. Field treatment. Field-cut ends, notches, and drilled holes of preservative-treated wood shall be treated in the field in R405.1 Concrete or masonry foundations. Drains shall be provided around concrete or masonry foundations that retain earth and ZO n �/] R301.1.1 Alternative provisions. As an alternative to the requirements in Section R301.1, the following standards are permitted subject to the accordance with AWPA M4. enclose habitable or usable spaces located below grade. Drainage tiles, gravel or crushed stone drains, perforated pipe or t_.J � � L°I limitations of this code and the limitations therein. Where engineered design is used in conjunction with these standards, the Section R305 R317.3 Fasteners and connectors in contact with preservative treated and fire retardant treated wood. Fasteners, including nuts and other approved systems or materials shall be installed at or below the top of footing or below the bottom of the slab and ~ design shall comply with the Building Code. washers, and connectors in contact with reservative treated wood and fire retardant treated wood shall be in accordance with this shall discharge by gravity or mechanical means into an approved drainage system. U NOV 1 6 2021 Ceiling Height P r c ion Manual WFCM . 2015 EDITION _ " ei hts of 6�-8" in bathrooms toilet section. The coating weights for zinc coated fasteners shall be in accordance with ASTM A 153. Stainless steel driven fasteners Exception: A drainage system is not required where the foundation is installed on well drained ground or sand gravel 1. AWC Wood Frame Const u t ( ) ( ) R305.1 Minimum height. Minimum ceiling heights of 7' 0 in habitable rooms. Minimum ceiling h g shall be in accordance with the material requirements of ASTM F 1667. mixture with soils according to the unified Soil Classification System, Group f Soils, as detailed in Table R405.1. F- R301.1.3 Engineered design. Where cl building otherwise conventional construction contains structural elements exceeding the limits of Section rooms & laundry rooms. � BUILDING DEPT TO R301 or otherwise not conforming to this code, these elements shall be designed in accordance with accepted engineering pracs�aeli Exceptions: Z WN Of SOUTHOLD The extent of such desi n need onl demonstrate com liance of nonconventional elements with other applicable provisions and n area R 319.1 Address identification. Buildings shall be provided with approved address identification. The address identification shall be legible Section R406 Foundation Waterproofing and Dompprooffng O 9 Y P 2. A shower or tub a ur ed with a showerhead shall have a ceilin hei ht of not less than 6 feet 8 inches above a be com atible with the erformance of the conventional framed system. Engineered design in accordance with the International q PP 9 9 and placed in a position that is visible from the street or road fronting the property. Address identification characters shall R406.1 Concrete and masonry foundation dampproofing. Except where required to be waterproofed, foundation walls that retain U P P of not less than 30 inches by 30 inches at the showerhead. Buildin Code is ermitted for buildings and structures, and parts thereof, included in the scope of this code. contrast with their background. Address numbers shall be Arabic numbers or alphabetical letters. Numbers shall not be spelled earth and enclose interior spaces and floors below grade shall be dampproofed from the higher of (a) the top of the � 9 P r 'ect to within I be constructed in accordance with the wind rovisions of this code using 3. Beams, girders, ducts or other obstructions in basements containing habitable space shall be permitted to p o� out. Each character shall be not fess than 4 inches in height with a stroke with of not less than 0.5 inch. Where required by R301.2.1 Wind design criteria. Buildings and portions thereof shal P 6 feet 4 inches of the finished floor. footing or (b) 6 inches below the top of the basement floor to the finished grade using a bituminous coating. O the ultimate design wind speed in Table R301.2(2) as determined from Figure R301.2(5)B. in Sections R308.4.1 throu h R308.4.7 shall be considered to be specific the fire code official, address identification shall be provided in additional approved locations to facilitate emergency response. Ln h re uirements of the lar a missile R308.4 Hazardous locations. The locations specified g Where access is by means of a private road and the building address cannot be viewed from the public way, a monument, pole � R301.2.1.2 Protection M openings: ASTM w glazing in coon 30 debris regions shall be protected to meet t e q 9 hazardous locations for the ur oses of lazin . or other sin or means shall be used to identif the structure. Address identification shall be maintained. R406.3.3 Porous FII. The space between the excavation and the foundation wall shall be backfilled with porous fill up to a height of O m test of ASTM E1996 & ASTfd E1886 per section 301.2.1.2.1. Garage door glazing shall meet impact-resisting standards or P P 9 9 9 y one-half of the backfill) heioght and covered with strips of 30 pound asphalt paper or 6 MIL polyethylene to permit water ANSI/DASMA 115. R308.4.2 Glazing Adjacent to doors. Glazing in an individual fixed or operable panel adjacent to a door shall be considered to be a Z � T hazardous location where the bottom exposed edge of the glazing is less than 60 inches above the floor. Section R321 Elevators and Platform Lifts seepage while avoiding infiltration of fine soils. The remainder of excavated area shall be backfilled with the same type of ❑ v , Exception: Wood structural panels with a thickness of not less than 7/16" and span not more than 8�-0" shall be permitted for 1. Where the glazing is within 24 inches of either side of the door in the plane of the door in a closed position. soil as was removed during excavation. opening protection. Panels elhall be precut and attached to the framing surrounding the opening. Panels shall be predrilled and R 321.1 Elevators. Where provided, passenger elevators, limited use and limited application elevators or private residence elevators shall � T � secured with the attachment hardware provided. 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 comply with ASME A17.1/CSA 844. 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 W inches of the hinge side of an in-swinging door. Re 321.2 Platform Lifts. Where rovided, latform lifts shall com I with ASME A18.1. 1� TABLE R301.2(1) R308.4.6 Glazing adjacent to stairs and ramps. Glazing where the bottom exposed edge of the glazing is less than 36 inches above P P PY class one vapor retarder materia►. If this retarder material is used, provide 1 s.f. of venting per 1500 s.f. floor area. CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA the plane of the adjacent walking surface of stairways, landings between flights of stairs and ramps shall be considered to be Install vents within 3 feet of each corner of foundation. a hazardous location. Section R322 Flood Resistant Construction R408.4 Crawl space access panel to be min. 18" by 24". Openings through perimeter wall shall be not less than 16" by 24". f"J GROUND Wind Design SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER FLOOD Air Mean 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 '4 SNOW SPEED To o ra hical Special Winc1 DESIGN FROST LINE DESIGN UNDERLAYMENT Freezing Annual Exceptions: " Zones, as established in Table R301.2(1), and substantial improvement and repair of substantial damage of buildings and p g P TERMITE DECAY HAZARDS Index Tem n to walkin surface and rail is installed 34 -38" above landing. R502.2.2 Blocking and subflooring. Blocking for fastening panel edges or fixtures shall be a minimum of utility grade lumber. �� LOAD (mph) Effects Wind bourne CATEGORY WEATHERING DEPTM TEMP REQUIRED P 1. Glazing adjace t g structures in floor hazard areas, shall be desi ned and constructed in accordance with the rovisions contained in this section. �� 2. Glazin 36 inches or more measured horizontally from the walking surface. 9 P subflooring shall be wood structural panels as specified in Section 503.2. Fireblocking shall be of any grade lumber. O Region Debris 9 Buildings and structures that are located in more than one flood hazard area shall comply with the provisions associated with the R502.4 Joists under bearing partitions: Provide 2x full depth blocking ® 48" o.c. max. where beam its not located under wall to zone most restrictive flood hazard area. Buildings and structures located in whole or in part in identified floodways shall be designed WN allow for piping or vents. r �, , MODERATE SLIGHT TO t0 Section R310 Emergency Escape and Rescue Openings and constructed in accordance with ASCE 24. �g 20 14o NO (B) SEVERE 36" Yes X 1500 UNFINISHED BASEMENTS IN A SINGLE FAMILY HOME & IN EACH TOWNHOUSE UNIT BASEMENT, ARE REQUIRED TO HAVE AT LEAST R 322.1.5 Lowest floor. The lowest floor shall be the lowest floor of the lowest enclosed area, includin basement, and excludin an R502.6 The ends of each joist, beam or girder shall have not less than 1 1/2 inches of bearing on wood ed metal and not less U- TO HEAVY MODERATE Degrees 9 9 than 3 inches of bearin on mason or concrete or alternative) j pp ONE EMERGENCY ESCAPE AND RESCUE OPENING PER SECTION R310. (Egress window & window well) unfinished flood-resistant enclosure that is useable solely for vehicle parking, building access or limited storage provided that such 9 ry y, the ends of oist shall be su orted on a 1"x4" ribbon � R310.1 Emer enc esca a and rescue opening required. Basement shall have not less than one operable emergency escape and enclosure is not built so as to render the building or structure in violation of this section. strip and shall be nailed to adjacent stud. 0 R301.2.1.4 Exposure category. 9 y P R 322.1.6 Protection of mechanical, plumbing and electrical systems. Electrical systems, equipment and components; heating, ventilating, air R502.7 Lateral restraint at supports. Joists shall be supported laterally at ends by full depth solid blocking or by attachment to IM 1. Exposure B. Urban and suburban areas, wooded areas or other terrain with numerous closely spaced obstructions having the rescue opening. m enin area. Emer enc and esca a rescue o enin s shall have a net clear opening of not less than 5.7 square conditioning; plumbing appliances and plumbing fixtures; duct systems; and other service equipment shall be located at or above band or rim joist. size of single family dwellings or larger. Exposure B shall be assumed unless the site meets the definition of another exposure. R310.2.1 feet. op g g y P P 9 feet. The net clear hei ht o enin shall be not less than 24 inches and the net clear width shall be not less than 20 the elevation required in Section R322.2 or R322.3. R502.8.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural ❑ 2. Exposure C. Open terrain with scattered obstructions having a height less than 30 feet extending more than 1500 feet. 9 P 9 Exception: Locating electrical systems, equipment and components; heating, ventilating, air conditioning; plumbing appliances and glue-laminated members, cross-laminated timber members or I-joists are prohibited except where permitted by the O Exposure D extends downwind 600 feet from the partially obstructed area. Includes flat open country and grassland. inches. i w is rovided as the emer enc esca a and rescue o enin it shall have a sill height of plumbing fixtures; duct systems; and other service equipment is permitted below the elevation required in Section R322.2 or manufacturers recommendations or as shown on these drawings. 3. Ex osure D. Flat, unobstructed areas exposed to wind flowing over open water for a distance of not less tan 5000 feet. R310.2.2 Window sill height. Where a w ndo p 9 Y P P 9 i ow well in R322.3 rovided that the are desi red and installed to revert water from enterin or accumulatin within the com onents and R502.11.1 Wood Truss Desi n. Wood trusses shall be desi red in accordance with a roved en ineerin ractice & be re ared b a P not more than 44 inches above the floor; where the sill height is below grade, it shall be provided with a w nd P Y 9 P 9 9 P 9 9 PP 9 g P P P Y Exposure D extends downwiind 600 feet from the unobstructed area. accordance with Section R310.2.3. to resist hydrostatic and hydrodynamic loads and stresses, including the effects of buoyancy, during the occurrence of flooding to registered truss design professional where required by the statues of the jurisdiction in which the project is to be P4 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 the design flood elevation in accordance with ASCE24. Electrical wiring systems are permitted to be located below the required constructed. e ) R301.3 Story Height. The wind provisions of this code shall apply to buildings with story heights not exceeding 11 feet 7 inches and the elevation rovided that the conform to the rovisions of the electrical art of this code for wet locations. V lateral) unsupported bearing wall stud height permitted by Table R602.3(5). Individual walls or wall studs shall be permitted to width of not less than 36 inches. The area of the window well shall allow the emergency escape and rescue opening to be P y P P y i n fully opened. R 322.1.7 Protection of water supply and sanitary sewage systems. New and replacement water supply systems shall be designed to Section R506 Concrete Floors (On Ground) � exceed these limits as permitted by Chapter 6 provisions, provided that story heights are not exceeded. An engineered des g ical de th reater than 44 inches shall be a ui ed with a ermanently affixed minimize or eliminate infiltration of flood waters into the system in accordance with the plumbing provisions of this code. F- ber where the limits of Cha ter 6 are exceeded. Where the sto hei ht limits R310.2.3.1 Ladder and steps. Window wells with a vert p g q ha P - R506.1 Concrete slab on grades to be min 3-1/2 inches thick. shall be provided for the wall or wall framing mem s P 0' 9 win the full o en osition. Ladders or run s shall have an inside width of not less R 322.1.8 Flood resistant materials. Building materials and installation methods used for flooring and interior and exterior walls and wall r r s ed Q com liant ortions thereof to resist wind loads shall be in ladder or steps usable with the windo y p p 9 R506.2.2 Base. A 4 inch thick base course consisting of clean graded sand, gravel, crushed stone, crushed concrete o c u h I-- of this section are exceeded, the design of the building, or the non p p accordance with the Buildin Code. than 12 inches, shall project not less than 3 inches from the wall and shall be spaced not more than 18 inches on center coverings below the elevation required in Section R322.2 or R322.3 shall be flood damage-resistant materials that con orm o e blast-furnace slag passing a 2-inch sieve shall be placed on the prepared subgrade where the slab is below grade. � � ` 9 vertically for the full height of the window well. provisions of FEMA TB-2. v R 322.2.2 Enclosed area below desi n flood elevation. Enclosed areas, includin crawl s aces, that are below the Exception: A ba:•• course is not required where the concrete slab is installed on well-drained or sand-gravel mixture soils � alls se gratin townhouses shall be assi ned afire-resistance rutin in accordance with Section R302.2, R310.2.3.2 Drainage. Window wells shall be designed for proper drainage by connecting to the buildings foundation drainage system 9 g P classified as Group I according to the United Soil Classification System in accordance with Table R405.1. Z R302.2 Townhouses. Common w re uired b Section R405.1 orb an a roved alternative method. design flood elevation shall: W P 9 9 9 oints la less than 6 inches Item t or 2. The common wall shared by two townhouses shall be constructed without plumbing or mechanical equipment, ducts q y y PP Exce tion: A drains e s stem for window wells is not required where the foundation is on well-drained soil or sand-gravel 1. Be used solely for parking of vehicles, building access or storage. R506.2.3 Vapor retarder. A 6 mil 0.006 inch polyethylene or approved vapor retarder with 1 pped not Z) 'n the cavit of the common wall. The wall shall be rated for fire exposure from both sides and shall extend to and be P 9 Y shall be placed between the concrete floor slab and the base course or the prepared subgrade where no base course � or vents r y hall be in accordance with Cha ters mixture soils in accordance with the United Soil Classification System, Group I soils, as detailed in Table R405.1. 2. Be provided with flood openings that meet the following criteria and are installed in accordance with Section R322.2.2.1: exists. The vapor retarder is not required for Garages, utility buildings and other unheated accessory structures. U tight against exterior walls and the underside of the roof sheathing. Electrical installations s p 34 through 43. Penetrations of the membrane of common walls for electrical outlet boxes shall be in accordance with Section R311.6 Hallways: min. 36" clear width. 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 O R302.4. R311.7 Stairways where the enclosed area is measured on the exterior of the enclosure walls. Section R602 Wood Wall Framing 0 re s rinkler s stem in accordance with Section P2904 is rovided, the common wall shall be not less than a 1-hour 7.1 Width. Stairwa s shall be not less than 36 inches in clear width at all points above the permitted handrail height and below R 322.2.2.1 Installation of openings. The walls of enclosed areas shall have openings installed such that: 1. Where a fI p y P R311. Y R602.3 Design and construction. Components of exterior walls shall be fastened in accordance with Tables R602.3(1) through fire-resistance-rated wall assembly tested in accordance with ASTM E 119 or UL 263. the required headroom height. The clear width of the stairway at and below the handrail height, including treads and 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 R602.3 4 . Wall sheathin shall be fastened direct) to framin members and shall confirm to the requirements of Table 2. Where a fire sprinkler system in accordance with Section P2904 is not provided, the common wall shall be not less than a shall be not less than 31 M inches where a handrail is installed on one side of 27 inches where handrails are provided on area below the design flood elevation, each area shall have openings. ( ) 9 y g 2-hour-resistance-rated wall assembly tested in accordance with ASTM E 119, UL 263, or section 703.3 of the Building Code. both sides. 2. The bottom of each opening shall be not more than 1 foot above the higher of the final interior grade or floor and the R602.3(3). TABLE R302.1(1) R311.7.2 Headroom. The headroom in stairways shall be not less than 6 feet 8 inches. finished exterior grade immediately under each opening. EXTERIOR WALLS 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. 3. Openings shall be permitted to be installed in doors and windows; doors and windows without installed openings do not meet TABLE R602.3�� FASTENING SCHEDULE MINIMUM MINIMUM FlRE R311.7.5.1 Risers. The riser height shall be not more than 8 1/4 per supplement. the requirements of this section. EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE R311.7.5.2 Treads. The tread depth shall be not less than 9 inches per supplement. R 322.3 Coastal high-hazard areas (including V Zones and Coastal A Zones, where designated) Elevation requirements. DISCRIPTION FASTENING (a,b,c,d) = FlRE-RESISTANCE RATED 1 HOUR 0 feet 1. Buildin s and structures erected within coastal hi h hazard areas and coastal A Zones, shall be elevated so that the bottom of WALLS R311.7.5.3 Nosings. A nosing projection not less than 3/4 inch and not more than 1 1/4 inches shall be provided on stairways with solid the lowest horizontal structural members supporting the lowest floor, with exception of piling, pile caps, columns, grade beams and 1. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE THREE 8D COMMON. TOE NAIL r � r I NOT FIRE-RESISTANCE RATED o HouRs z5 feet risers. bracing, is elevated to or above the base floor elevation plus 1 foot or the design flood elevation, whichever is higher. 2. CEILING JOISTS TO TOP PLATE THREE 8D COMMON. TOE NAIL H Ci o 7 Ci PROJECTIONS FlRE-RESISTANCE RATED 1 HOUR ON THE UNDERSIDE >_2 feet to <5 feet R311.7.8 Handrails shall be provided on not less than one side of each flight of stairs with four or more risers. 2. Basement floors that are below rade on all sides are rohibited.R 322.3.3Foundations. Buildings and structures erected in Q "I C'I r N 00 TABLE R302.1(2) R311.7.8.4 Continuity. Handrails for stairways shall be continuous for the full length of the flight with winders, at landings, or over coastal high-hazard areas and Coastal A Zones shall be supported on pilings or columns. 3. CEILING JOISTS (NOT ATTCHED TO RAFTER), LAPS THREE 16D COMMON FACE NAIL ° N M oo �i EXTERIOR WALLS- DWELLINGS WITH FIRE SPRINKLERS lowest tread. OVER PARTITIONS MINIMUM MINIMUM FIRE Exceptions: Section R325 Mezzanines 4. CEILING JOIST TO PARALLEL RAFTERS + LAPS TABLE R802.5.1(9) FACE NAIL EXTERIOR WALL ELEMENT FlRE-RESISTANCE RATING SEPARATION DISTANCE 1. Handrails shall be permitted to be interrupted by a newel post at the turn. R 325.2 Mezzanines. The clear height above and below mezzanine floor construction shall be not less than 7 feet. Habitable attics shall 5. COLLAR TIE TO RAFTERS THREE 10D EACH FACE NAIL FlRE-RESISTANCE RATED 1 HOUR 0 feet 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 comply with section R325.6 wA11S inches and the walkline radius is not reater than 2 Inches. Each tread shall have a de th of not less than Inches at 6. RAFTER FT ROOF TRUSS TO PLATE THREE 10D COMMON 2 ON SIDE + 1 ON OTHER TOE NAIL NOT FIRE-RESISTANCE RATED o HouRs 3 feet 9 � � 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 the wafkfine. All treads shall be identical, and the rise shall not be more than 9k inches. Headroom shall not be less than 6 room or space in which they are located. The enclosed portion of a room shall not be included in a determination of the floor 7. ROOF RAFTERS TO RIDGE, VALLEY OR HIP THREE 10D COMMON. TOE NAIL R302.2.3 Continuity. The fire-resistance-rated wall or assembly separating townhouses shall be continuous from the foundation to the feet 6 inches. area of the room in which the mezzanine is located. RAFTERS underside of the roof sheathing, deck or slab. The fire-resistance rating shall extend the full length of the wall or assembly, R 311.8 Ramps. R 325.4 Means of egress. The means of egress for mezzanines shall comply with the applicable provisions of Section R311. 8. STUD TO STUD NO AT BWP TWO 16D COMMON. END NAIL including wall extensions through and separating attached enclosed assessor structures. R 311.8.1 Maximum slo e. Rams servin the a ress door re uired b Section R 311.2 shall have a sloe of not more than 1 unit R 325.5 0 enness. Mezzanines shall be o en and unobstructed to the room in which the are located exce t for walls not more than 36 ( ) 16D COMMON AT 24"O.C. FACE NAIL p p g g q y P P P y P 9. STUD TO STUD (AT BRACED WALL PANEL) 16D COMMON AT 16"O.C. FACE NAIL z Z Z Z Z Z R302.2.4 Parapets for townhouses. vertical in 12 units horizontal (8.3 percent slope). All other ramps shall have a maximum slop of 1 unit vertical in 8 units inches in height, columns and posts. 1. The arapet shall extend not less than 30 inches above the roof surfaces. horizontal (12.5 percent). Exception: Where it is technically infeasible to comply because of site constraints, ramps shall Exceptions: O o O o O > 10. BUILT UP HEADER, TWO PIECES 16D COMMON AT 16"O.C. ALONG EACH EDGE FACE NAIL � rn � in g? c_n P Exce tion: A ora et is not re uired in the preceding two cases where the roof covering complied with a minimum Class C rating have a slope of not more than 1 unit vertical in 8 units horizontal (12.5 percent). 1. Mezzanines or portions thereof are not required to be open to the room in which they are located, provided that the aggregate t 1. CONTINUOUS HEADER TO STUD FOUR 8D COMMON." TOE NAIL � � � � � � P P P q as tested in accordance with ASTM E 108 or UL 790 and the roof decking or sheathing is of noncombustible materials or approved R 312.1 Guardrails: Porches, balconies, and stair landings 30" above floor or grade to be installed with 36" high railings, balusters not floor area of the enclosed space is not greater than 10 percent of the mezzanine area. 12. TOP PLATES TO TOP PLATE 16D COMMON ® 16 0/C FACE NAIL fire-retardant-treated wood for a distance of 4 feet on each side of the wall or walls or one layer of 5/8 inch Type X gypsum to allow passage of a sphere 4 inches or more in diameter. 2. In buildings that are not more than two stories above grade plane and equipped throughout with an automatic sprinkler system board is installed directly beneath the roof decking or sheathing, supported by not less than nominal 2 inch (51 mm) ledgers in accordance with Section R313, a mezzanine shall not be re uired to be o en to the room in which the mezzanine is located. 13. DOUBLE TOP PLATES SPLICE 8-16D COMMON FACE NAIL walls and R 312.2.1 Window sills. In dwelling units, where the top of the sill of an operable window opening is located less than 24 inches above q P ON EACH SIDE OF END JOINT (24"f�IN lAP SPICE o N 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 finished floor and greater than 72 inches above the finished grade or the other surface below on the exterior of the R401.4.1 In lieu of a complete geotechnical evaluation footings shall be placed on rock, sand gravel and/or gravel, sand, silty sand, LENGTH EACH SIDE OF END JOINT) '� any openings or penetrations in the roof are not within 4 feet of the common walls. building, the operable window shall comply with one of the following: clayey sand, silty gravel or clayey gravel with a presumptive design load bearing value of 2,000 PSF. Do not place footings " N 3. A parapet is not required where roof surfaces adjacent to the wall or walls are at different elevations and the higher roof is 1. Operable windows with opening that will not allow a 4 inch diameter sphere to pass through the opening where the on soil that consists primarily of clay or silt or have any inorganic material or fill. more than 30 inches above the lower roof. The common wall construction from the lower roof to the underside of the higher roof 14. BOTTOM PLATE TO JOIST OR BLOCKING NOT AT BWP 16D AT 16 O.C. FACE NAIL opening is in its largest opened position. TABLE R402.2 Concrete: A 28 day minimum compressive strength (f'c) is required at the following locations: 15. BOTTOM PLATE TO JOIST OR BLOCKING (AT BWP) 2-16D AT 16"O.C. FACE NAIL deck shall have not less than a 1-hour fire-resistance rating. The wall shall be rated for exposure from both sides. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F 2090. R302.2.6 Structural independence. Each individual townhouse shall be structurally independent. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. 2. Basement walls exposed to weather: 3000 psi plus 5 to 77 air entrainment 16. TOP OR BOTTOM PLATE TO STUD TWO 16D COMMON. END NAIL 3. Porch slabs, steps, and garage slabs: 4000 psi plus 5 to 7� air entrainment FOUR 8D COMMON. TOE NAIL I- t'T � Exceptions: R312.2.2 Window opening and control devices. Window opening control devices shall comply with ASTM F 2090. The window opening Z 4� 1. Foundations supporting exterior walls or common walls. control device, after operation to release the control device allowing the window to fully open, shall not reduce the net clear R 403.1.4.1 Frost protection: Bottom of all footings to be at least 36 below grade. 17. TOP PLATES, LAPS AT CORNERS + INTERSECTION 2-16D COMMON FACE NAIL W 5. Townhouses se arated by a common wall as provided in Section R302.2, Item 1 or 2 opening area of the window unit to fess than the area required by Section R310.2.1. R 403.1.5 Stepped Footings: Step footing 1 ft vertical maximum on 2 feet horizontal where slope of footing bottom exceeds 10% 21. JOIST TO SILL, TOP PLATE, OR GIRDER THREE 8D COMMON. TOE NAIL 2 � 0 P h i ht an constructed D_ R302.3 Two-family dwellings. DwE>.Iling units in two-family dwellings shall be separated from each other by wall and floor assemblies having R 403.1.3,6 Isolated concrete footings. In detached one and two family dwellings that are three stories or less rn e g d 22. RIM JOIST OR BLOCKING TO SILL OR TOP PLATE SD COMMON ® 6"0/C TOE NAIL r not less than a 1-hour fire-resistance rating where tested in accordance with ASTM E 119 or UL 263 or section 703.3 of the Section R313 Automatic Fire S rinkler S stems with stud bearing walls, isolated plain concrete footings supporting columns or pedestals are permitted. O m P Y 27. BUILT UP GIRDERS AND BEAMS 2X LUMBER 20D COMMON AT 32"O.C. T&B STAGGERED FACE NAIL AT EACH LAYER J ° - esistance-rated floor ceilin and wall assemblies shall extend to and be tight against the exterior wall, and wall i kler s stems. Townhouses havin a hei ht of three stories above rade lane shall be R 403.1.6 Foundation Anchorage: Wood sole plates at exterior walls on slabs and all wood foundation wall sill plates shall 7 anchored W w Building Code. Fire r / g R313.1 Townhouse automatic fire spr n y g 9 9 P � Y assemblies shall extend from the foundation to the underside of the roof sheathing. equipment throughout with an automatic sprinkler system. with 7�t inch diameter anchor bolts spaced as shown on the plans and details. Bolts shall extend a minimum of 7 inches into 28. 2X LEDGER THREE 16D COMMON AT EACH JOIST OR RAFTER. FACE NAIL � � i>,i concrete and located in the middle third of the width of the plate. A nut and washer shall be tightened on each anchor bolt. 31. WOOD STRUCTURAL PANELS: SUBFLOOR, 6D COMMON (WALL) 6" o/c at edges and = a Exceptions: R313.1.1 Design and installation. Automatic residential fire sprinkler systems for townhouses shall be designed and installed in " " 1.A fire-resistance rating of X hour shall be permitted in buildings equipped throughout with an automatic sprinkler system installed accordance with Section P2904 or NFPA 13D. There shall e i minimum of two bolts per plate section and located not more than 12 or less than 3.5 from the end of ROOF, AND WALL SHEATHING TO FRAMING 8D COMMON (ROOF) 12"o/c at interior Z � ° in accordance with NFPA 13. R313.2 One and two family dwellings automatic fire systems. One and two family dwellings having a height of three stories above each plate section. Plates shall be protected against decay and termites. R302.3.1 Supporting construction. Where floor assemblies are required to be fire-resistance rated by Section R302.3, the supporting grade shall be equipped throughout with an automatic sprinkler system. SD COMMON (SUBFLOOR) supports (see note f) O 0 - w ch assemblies shall have an a ual or reater fire-resistance rutin . Desi n and installation. Automatic residential fire s rinkler s stems shall be designed and installed in accordance with Section TABLE R404.1.2(1) a. All nails are smooth-common, box or deformed shanks except where otherwise stated. Nails used for framir»g and sheathing LLU o construction of su a 9 9 R313.2.1 g P Y Minimum Horizontal Reinforcement for Concrete Basement Walls connections shall have minimum average bending yield strengths as follows: 80 ksi for shank diameter of 0.192 (20d common nail), p Z 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 P2904 or NEPA 130. self-closing device. Doors from garage into habitable space: 45 min. fire rated with self - closing device or automatic - closing 90 ksi for shank diameters larger than t pan but not larger than 0.177", and 100 ksi for shank diameters of 0.142" or less. � a MAXIMUM UNSUPPORTED d. 4-foot-by-8 foot or 4 foot by 9 foot panels shall be applied vertically ❑ w device. Balconies and decks. Sprinkler protection shall be provided for exterior balconies, decks and ground floor patios Of HEIGHT OF BASEMENT LOCATION OF HORIZONTAL REINFORCEMENT R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be dwelling units where the building is of Type V construction. Sidewall sprinklers that are used to protect such areas WALL (FES f. Intermediate supports shall be spaced 6 inches on center for a minimum of 48 inch distance from ridlges, eaves and gable end �T l U) constructed of a minimum No. 26 a e sheet steel or other a roved material and shall not have o enin s into the aro e. walls and 4 inches on center to gable end wall framing. F-�-� Q 9 9 PP P 9 9 9 shall be permitted to be located such that their deflectors are within 1 inch to 6 inches below the structural s8 ONE N0. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY w r F1 � R302.6 Dwelling-garage fire separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply members and a maximum distance of 14 inches below the deck of the exterior balconies and decks that are AND ONE NO. 4 BAR NEAR MID- HEIGHT OF THE WALL STORY v with Section R302.5. Attachment of gypsum board shall comply with Table R702.3.5. The wall separation provisions of Table R302.6 constructed of open wood joist construction. ONE NO. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY 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 � m shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall. >8 AND ONE NO. 4 BAR NEAR THIRD POINTS IN THE WALL STORY roof/ceiling assembly. 2x6 wall studs at 16 inches on center with a maximum height of 10 feet shall support a maximum z z 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 Section R314 Smoke Alarms of two floor plus roof/ceiling assembly. Exceptions: Where designed by in accordance with accepted engineering practice or 3 R314.1 General. Smoke alarms shall com I with NFPA 72 and Section R314. where the ultimate design wind speed is less than or equal to 130 mph, 2X6 #2 grade studs supporting a roof load with Z g areas. Garage ceiling: 5/8 type X gypsum board P y R302.9 Flame S read & Smoke Densit Index. R309.2.1: Wall & ceiling finishes shall have a flame spread classification of not greater than 'stir s. Smoke alarms shall be listed in accordance with UL 217. Combination smoke and carbon monoxide alarms shall TABLE R404.1.2(8) Minimum Vertical Reinforcement for 8, 10 and 12 inch Concrete Basement Walls not more than 6 feet of tributary length shall have a maximum wall height of 18 feet when spaced at 16 inches on O ° ° U) P Y R314.1.1 LI g 200. R30.9.2: Wall & Ceiling finishes shall have a smoke developed index of not greater than 450. Tested in accordance with ASTM be listed in accordance with UL 2034. center and 20 feet where spaced at 12 inches on center. � :• � • • �. •�•� •. ••• �•�•• ••� •• • MINIMUM VERTICAL REINFORCEMENT BAR R602.3.2 Top plate. Wood stud walls shall be capped with a double top plate installed to provide overlapping at comers and W E84 or UL 723. R314.3 Location. Smoke alarms shall be installed in the following locations. SIZE AND SPACING (INCHES) intersections with bearing partitions. End joints in top plates shall be offset not less than 24 inches. Joints in plates Ep R302.11 Fire blocking shall be provided in wood-framed construction in the following locations: 1. In each slee in roam. MAXIMUM UNSUPPORTED MAXIMUM UNBALANCED DESIGN LATERAL SOIL PRESSURE OF _f &0 1. In concealed spaces of stud walls and partitions, including furred spaces and parallel rows of studs or staggered studs, as P 9 need not occur over studs. Plates shall be not less than 2 inches nominal thickness and have a width not less than the U_ �5 oaERT y 'yir P P 9 y WALL HEIGHT BACKFILL HEIGHT 45 PSF PER FOOT OF DEPTH width of the studs. E- v 2. Outside each se orate Slee in area in the immediate vicinit of the bedrooms. F �` follows: (FES (FES Do not backfill with any soil containing silt or clay. Win. - t� 0 1.1 Vertically at the ceiling and floor levels. 4. Smoke alarms shall be installed not less than 3 feet (914 mm) horizontally from the door or opening of a bathroom that R602.6 Drilling and notching of dimensional lumber to conform to sections R602.6, R602.6.1, and figure R602.6(1). Notching & Q � ti WALL THICKNESS (INCHES) C9 .c contains a bathtub or shower. 6 10 12 bored hole limitations for exterior walls and bearing walls, figure R602.6(2) Notching and bored hole limitations for interior W : • ,. 1.2 Horizontally at intervals not exceeding 10 feet. R314.3.1 Installation near cooking appliances. Smoke alarms shall not be installed in the following locations unless this would prevent non bearin walls & fi ure R602.6.1 to late framin to accommodate I in 16 a e and 1.5 inch wide metal tie = '. ^ 2. At interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. placement of a smoke alarm in a location required by Section R314.3. 6 7 NR NR NR 9 g P P 9 P P g' 9 g 3. In concealed spaces bertween stair stringers et the top and bottom of the run. Enclosed spaces under stairs shall comply with fastened across and to the plate at each side of the notch with 8-10d nails each side. Follow manufacturers U N 1. Ionization smoke alarms shall not be installed less than 20 feet (6096 mm) horizontally from a permanently installed 9 6 5 m 4t NR NR specifications for engineered products. (figure R602.6.1) (n �' . Section R302.7. `l re 4. At openings around vents, pipes, ducts, cables and wires at ceiling and floor level, with an approved material to resist the free Cooking appliance. 10 9 6 m 41 5 ® 22 NR '9 {�n'� ossa a of flame and products of combustion. The material filing this annular space shall not be required to meet the ASTM E 136 2. Ionization smoke alarms with an alarm-silencing switch shat► not be installed less than 10 feet (3048 mm) horizontally ❑ F NE`N P 9 from a permanently installed cooking appliance. NR denotes no reinforcing required. requirements. 5. For the fire blocking o•f chimneys and fireplaces, see Section R1003.19. 3. Photoelectric smoke alarms shall not be installed less than 6 feet (1828 mm) horizontally from a permanently installed Locate vertical bars 1Y" clear from inside face of walls. The center of bars shall not vary from this by more than � inch. �•' '•�'••' • •"•'• ••""�'�•�•••• •• •� � •�•••'� 6. Fire blocking of cornices of a two-family dwelling is required at the line of dwelling unit separation. cooking appliance. JOB N BER R302.11.1 Fireblocking materials. Except as provided in Section R302.1, Item 4, fireblocking shall consist of the 4. R 314.4 Interconnection. Where more than one smoke alarm is required to be installed within an individual dwelling unit followin materials. in accordance with Section R314.3, the alarm devices shall be connected in such a manner that the actuation of one alarm 1 6 0 2 3 9 will activate all of the alarms in the individual dwelling unit. 2 Two-inch nominal lumber. UNITS l 01 M DEL A l 2. Two thicknesses of t" nominal lumber with broken lap joints. Section R315 Carbon Monoxide Alarms W SHEET NUMBER Q 3. One thickness of 23/32 inch wood structural panels with joints backed by 23/32 inch wood structural panels. R315.1 General. Carbon monoxide alarms shall be provided in accordance with section 915 of the Fre Code of NYS. _ 4. One thickness of 3/4 inch particleboard with joints backed by 3/4 inch particleboard. A 5. One half inch gypsum board. l 0 2 MODEL 1 1 6. One quarter inch cement based millboard. � Z 7. Batts or blankets of mineral wool or glass fiber or other approved materials installed in such a manner as to be securely U W retained in place. COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED TABLE R602.3(3) TRUSS IDENTIFICATION SIGN F_ W Requirements for Wood Structural Panel Wall Sheathing Used to Resist Wind Pressures (a,b,c) Z N1101.11.1 (R303.2.1) Protection of exposed foundation insulation. Insulation applied to the exterior of basement walls, crawlspace walls and P2607.2 Pipes penetrating exterior walls. Where a pipe penetrates an exterior wall, waterproof seal shall be made on the exterior of the PART 1265. RESIDENTIAL STRUCTURES WITH TRUSS W e"1, MINIMUM NAIL PANEL NAIL ULTIMATE DESIGN the perimeter of slab-on-grade floors shall have rigid, opaque and weather-resistant protective covering to prevent the degradation wall by one of the following methods: TYPE CONSTRUCTION, PRE-ENGINEERED WOOD 2 � E SPACING WIND SPEED V ult of the insulation's thermal performance. The protective covering shall cover the exposed exterior insulation and extend not less 1. A waterproof sealant applied at the joint between the wall and the pipe. CONSTRUCTION AND/OR TIMBER CONSTRUCTION 8 (mph) 2. A flashing of an approved elastomeric material. 6" DIA. M MINIMUM MINIMUM MAXIMUM WALL than 6 inches (153 mm) below grade. g PP WOOD NOMINAL PANEL STUD SPACING WIND EXPOSURE N1101.14 (R401,3) Certificate (Mandatory). A permanent certificate shall be completed by the builder or other approved party and posted on 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 REFLECTIVE RED Q �� 6 SIZE 16 PENETRATION STRUCTURAL THICKNESS (INCHES) from the tank will cause damage, the tank shall be installed in a an constructed of one of the followin PANTONE (PMS) if 0- - (INCHES) PANEL SPAN (INCHES) EDGES FIELD CATEGORY a wall in the where the furnace is located, a utility room or an approved location inside the building. 9 P 9 Z �./ �- = RATING (INCHES O.C.) (INCHES O.C.) TABLE N1102.1.2 (R402.1.2) 1. Galvanized steel or aluminum of not less than 0.0236 inch (0.6010 mm) in thickness. N (D L B or) Ca C D Insulation and fenestration Requirements by Component 2. Plastic not less than 0.36 inch (0.9 mm) in thickness. \ / 8d 7 16 16 6 12 170 140 135 3. Other approved materials. v ~ � � - b COMMON 1.75 24/16 / CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENT SLAB CRAWL V ''"', V >N - - ZONE n U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE & SPACE A plastic pan installed beneath a gas-fired water heater shall be constructed of material having a flame spread index of 25 or EFLECTIVE is R602.3.5 Braced wall panel uplift load path. Braced wall panels located at exterior walls that support roof rafters or trusses U-FACTOR SHGC R-VALUE R-VALUE R-VALUE DEPTH RWVALLUE less and a smoke developed index of 450 or less when tested in accordance with ASTM E84 or UL723. . RWHITE -+�^' m Z (including stories below top story) shall have the wall sheathing and fasteners designed to resist combined uplift and shear i 0 a forces in accordance with accepted engineering practice. 4MARICNE� 0.32 0.55 0.40 49 20 OR 13+5h 8/13 19 10/13 10,2 ft 10/13 Section T101 Scope 1/4' Z 1_ x m:a M R802.11 Rafter or truss uplift force. T101.1 General. The provisions shall be applicable for new construction where solar-ready provisions are required. 1/2" Q w M M For rafters at 16"o/c in 130mph wind speed. Roof pitch > 5/12 Exposure B 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 TRUSS IDENTIFICATION SIGN STROKE _ � �' 00 roof/ceiling assembly does not allow sufficient space for the required insulation, the minimum required R-value for such Section T102 General Definitions COMPLIANCE WITH 19 NYCRR 1264 ❑ U M Span (ft) 12 18 24 28 32 36 42 48 roof/ceiling assemblies shall be R-30. The insulation shall extend over the top of the wall plate to the outer edge of plate Solar-Ready Zone. A section or sections of the roof or building overhang designated and reserved for the future installation of a SIGNS IDENTIFYING THE EXISTANCE OF TRUSS CONSTRUCTION SHAM CONSISTS OF A CIRCLE 6'IN co Uplift Force # 117 149 182 203 226 247 281 314 solar DIAMETER,WITH A STROKE WIDTH OF 1/Y.THE SIGN BACKGROUND SHALL BE REFLECTIVE WHITE IN Increase x1.09 for pitch < 5/12. Increase x 1.5 for 24"o/c spacing. Increase x 1.32 for 140 mph. without compression. The reduction of insulation from the requirements of Section N1102.1.2 shall be limited to 500 sf (46 ms) or `° R702.3.5.1 Screw fastening. Screws for attaching gypsum board and gypsum panel products to wood framing shall be Type W or Type S in 20 percent of the total insulated ceiling area, whichever is less. photovoltaic or solar thermal system. COLOR.THE CIRCLE AND CONTENTS SHALL BE REFLECRVE RED IN COLOR,CONFORMING TO PANIONE than 5 8 inch. N1102.2.4 (R402.2.4) Access hatches and doors. Access doors from conditioned spaces to unconditioned spaces such as attics and crawl MATCHING SYSTEM(PMS)X187. P4 0- accordance with ASTM C 1002 and shall penetrate the wood not less t / spaces shall be weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. Section T103 Solar-Ready Zone SECTION 1265.4.SIGN OR SYMBOL R702.4 Ceramic Tile. Exception: vertical doors that provide access from conditioned to unconditioned spaces shall be permitted to meet the fenestration T103.2 Construction document requirements for solar ready zone. Construction documents shall indicate the solar-ready zone. THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BY AFFIXED TO THE ELECTRICAL BOX ATTACHED R702.4.2 Backer boards. Materials used as backers for wall tile in tub and shower areas and wall panels in shower area shall be of requirements of Table R1102.1.2 based on the applicable climate zone specified in Chapter 3. TO THE EXTERIOR OF THE RESIDENTIAL STRUCTURE: PROVIDED,HOWEVER,THAT: IS AFFIXING THE SIGN OR 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 SYMBOL TO THE ELECTRICAL BOX WOULD OBSCURE ANY METER ON THE ELECTRIC BOX,OR IF THE UTILITY materials listed in Table R702.4.2, and installed in accordance with the manufacturers recommendations. N1102.2.8 (R402.2.8) Floors. Floor framing-cavity insulation shall be installed to maintain permanent contact with the underside of the mandatory access or set back areas as required by the International Fre Code. New multiple single-family dwelling (townhouses) PROVIDING ELECTRICAL SERNCE TO THE RESIDENTIAL STRUCTURE DOES NOT ALLOW THE SIGN OR SYMBOL TABLE R702.4.2 subfloor decking. three stories or less in height above grade plane and with a total floor area less than or equal to 2,000 square feet (185.8 m2) TO BE AFFIXED TO THE ELECTRICAL BOX,THE SIGN OR SYMBOL SHALL BE AFFIXED TO THE EXTERIOR Backer Board Materials N1102.2.9 (R402.2.9) Basement walls. Walls associated with conditioned basements shall be insulated from the top of the basement wall per dwelling shall have a solar-ready zone area of not less than 150 square feet (13.94m2). The solar-ready zone shall be WALL OF THE RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRICAL BOX.THE Z MATERIAL STANDARD down to 10 feet (3048 mm) below grade or to the basement floor, whichever is less. Walls associated with unconditioned composed of areas not less than 5 feet (1.52m) in width and not less than 80 square feet (7.44 m2) exclusive of access or set SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED PRIOR TO THE ISSUANCE OF A CERTIFICATE O ASTM C 1178 basements shall meet this requirement unless the floor overhead is insulated in accordance with Section N1102.1.2 and N1102.2.8. back areas as required by the International Fire Code. I OF OCCUPANCY OR A CERTIFICATE OF COMPLIANCE GLASS MAT GYPSUM BACKING PANEL FIBER REINFORCED GYPSUM PANELS ASTM C 1278 N1102.4.2 (R402.4.2) Fireplaces. New wood-burning fireplaces shall have tight-fitting flue dampers or doors, and outdoor combustion air. T103.4 Obstructions. Solar-ready zones shall be free from obstructions, including but not limited to vents, chimneys, and roof-mounted WOOD ROOF TRUSS SPECIFICATIONS: 0 NONASBESTOS FIBER-CEMENT BACKER BOARD ASTM C 1268 OR ISO 8336, CATEGORY C Where using tight-fitting doors on factory-built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested equipment. ROOF TRUSSES SHALL DESIGNED N PER SECTION 1605.3 OF THE Z) NONASBESTOS FIBER MAT REINFORCED CEMENTITTOUS BACKER UNITS ASTM C 1325 and listed for the fireplace. T103.7 Roof load documentation. The structural design loads for roof dead load and roof live load shall be clearly indicated on the BUILDING CODE. W construction documents. U) TABLE R703.8.1 TABLE N1102.4.1.1 (R402.4.1.1) T103.9 Electrical service reserved space. The electrical service panel shall have a reserved space to allow installation of a dual pole 5/8 INCH THICK ROOF SHEATHING IS TO BE USED, WHEN ROOF TRUSSES ARE SPECIFIED AS THE ROOF FRAMING MEMBERS. Z Allowable Spans for steel lintels supporting masonry veneer Air Barrier and Insulation Installation circuit breaker for future solar electric installation and shall be labeled "For Future Solar Electric". The reserved space shall be 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: 0 SIZE OF STEEL ANGLE NO STORY ONE STORY Two STORIES positioned at the opposite (load) end from the input feeder location or main circuit location. D (EQUATION 16-8) U o,c (inches) ABOVE ABOVE ABOVE GENERAL REQUIREMENTS A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE BUILDING ENVELOPE. D + L (EQUATION 16-9) Of 1_300/4 6'-0' V-6" 3'-0' THE EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINUOUS AIR BARRIER. E 3901.7 Outdoor outlets. A water proof outlet is required for any size, deck, porch, or balcony that is accessible from inside dwelling unit. D + S (EQUATION 16-10) BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. LL Ln L4x3x1/4 6'-0' S'-o" 4'-6' At (east one installed at the front and back of dwelling units. D + .6W (EQUATION 16-12) CEILING/ ATTIC THE AIR BARRIER IN ANY DROPPED CEILING/ SOFFIT SHALL BE ALIGNED WITH THE INSULATION AND ANY E 3901.9 Garage Outlets. Garage receptacle, outlets must be serviced by a separate branch circuit that does not supply other outlets. At D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) � C'1r'' L5x3.5x5/16 10'-0' e'-0" s'-o" GAPS IN THE AIR BARRIER SEALED. least one receptacle outlet is required for each cars ace in a garage. ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE WALL DOORS TO UNCONDITIONED ATTIC SPACES SHALL P q P 9 9 ' D = DEAD LOAD, L = LIVE LOAD, S = SNOW LOAD, W = LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL BE DETERMINED IN ACCORDANCE Z L6x3.5x1/4 14'-0' 1 9'-6" 1 7'-0' BE SEALED. E 3902.14 Location of GFCI outlets. All GFCI outlets must be placed in readily accessible locations. WITH CHAPTER 26 TO 30 OF ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND SPEED (101 MPH BASIC DESIGN WIND SPEED) IN EXPOSURE ❑ Oj� C) a. Lon le of the angle shall be laced in a vertical position. WALLS THE JUNCTION OF THE FOUNDATION AND THE SILL PLATE SHALL BE SEALED. CATEGORY B. r-"� Long g g p P THE JUNCTION OF THE TOP PLATE AND THE TOP OF THE EXTERIOR WALLS SHALL BE SEALED. r T 1 C. Minimum bearing to be 6". KNEE WALLS SHALL BE SEALED. DESIGN LOADS: TABLE R301.7 ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: 41 r� mason veneer installation. Adhered mason veneer shall comply with the requirements of Section R703.7.3. WINDOWS. SKYLIGHTS AND THE SPACE BETWEEN WINDOW/ DOOR JAMBS AND FRAMING, AND SKYLIGHTS AND FRAMING SHALL BE THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD UP LOADS AS REQUIRED BY R703.12 Adhered masonry masonry DOORS SEALED. THE FOLLOWING LIVE LOADS: ALLOWABLE ASCE? 10 , TCDL 15 PSF, BCLL=10PSF, AND BCDL = 10 PSF. PROVIDE ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE NOTED R703.12.1 Clearances. On exterior stud walls, adhered masonry veneer shall be installed: 1. Minimum of 4 inches (102 mm) above the earth RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER ROOF: STRUCTURAL MEMBER DEFLECTION ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. �4 >-.4 R703.12.2 Flashing at foundation. A corrosion-resistant screed or flashing of a minimum 0.019 inch (0.48 mm) or 26 gage galvanized or FLOORS (INCLUDING ABOVE THE AIR BARRIER SHALL BE INSTALLED IN ANY EXPOSED EDGE OF INSULATION GROUND SNOW LOAD 20PSF FROM FIGURE R301.2(6 )MINIMUM flange of 3 1 inches 89 mm shall be installed to extend a minimum of 1 inch (25 GARAGE AND CANTILEVERED MINIMUM DISTRIBUTED LIVE LOAD PER TABLE R301.5 Rafters having slopes greater than L/180 TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD DEFLECTION OF THE LESSER OF 1_/360 OR .75". (FOR SOLAR READY ROOF DESIGN LOAD ADD: 24 POUNDS ~� plastic with t minimum vertical sine on g /t ( ) FLOORS) 3:12 with no finished ceiling attached TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR T0, INSTALLATION. TRUSS DESIGN O mm) below the foundation plate line on exterior stud walls in accordance with Section R703.4. PER LINER FOOT DEAD LOAD FOR ROOF FRAMING) g R703.8.2.2. Support by roof construction. A steel angle shall be placed directly on top of the roof construction. The roof supporting SHAFTS, PENETRATIONS DUCTS SHAFTS, UTILITY PENTRATIONS, AND FLUE SHAFT OPENING TO EXTERIOR OR UNCONDITIONED t0 rafters PP 9 SPACE SHALL BE SEALED. DRAWINGS SHALL INCLUDE THE FOLLOWING INFORMATION: construction for the steel angle shall consist of not fewer than three 2 inch by 6 inch wood members for wood construction. A FLOORS: 40 PSF 1. DEPTH, SLOPE (IF ANY), SPAN, AND SPACING. a r � ,� wood member abutting the vertical wall stud construction shall be anchored with not fewer than three 5/8 inch diameter by 5 inch GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE AND CONDITIONED SPACES. BALCONIES AND DECKS: 40 PSF Interior walls and partitions H/180 2. LOCATION OF ALL JOINTS. W W lag screws to every wood stud spacing. Each additional wood roof member shall be anchored by the use of two 10d nails at RECESSED LIGHTING RECESSED LIGHT FIXTURES INSTALLED AT IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO UNINHABITABLE ATTIC W/O STORAGE: 10 PSF Floors and ceilings W brittle finish L/360 3. REQUIRED BEARING WIDTHS. every wood stud spacing. Install flashing and weep holes. The maximum height of the brick veneer above the lintel shall be 12 THE DRYWALL, AIRTIGHT AND IC RATED. UNINHABITABLE ATTIC WITH STORAGE: 20 PSF g / / 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. 0 feet 8 inches, with max 7:12 roof pitch. See figures R03.8.2.1 & R703.8.2.2. SHOWER/ TUB ON THE AIR BARRIER INSTALLED AT EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS SHALL SEPARATE THEM HABITABLE ATTIC W FIXED STAIRS: 30 PSF All other structural members L/240 4.2. TOP CHORD DEAD LOAD. R703.8.4 Anchorage: Mason veneer shall be anchored to the the supporting wall studs with corrosion resistant metal ties embedded in EXTERIOR WALL FROM THE SHOWERS AND TUBS. 4.3. BOTTOM CHORD LIVE LOAD. m mortar or rout and extending into the veneer a minimum 14.4. BOTTOM CHORD DEAD LOAD. -1/2 inches, with not less than 5/8 inch mortar or grout cover to ELECTRICAL PHONE BOX THE AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL OR COMMUNICATION BOXES OR AIR SEALED ULTIMATE DESIGN WIND SPEED: 130 MPH FROM FIGURE R301.2(4)A Exterior walls With plaster Or stucco finish L/180 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. \•♦ g EXPOSUFE CATEGORY: B FROM R301.2.1.4 1_/180 4.6. CONTROLLING WIND LOADS. ❑ O outside face. minimum tie size= 22 US gage. Minimum tie fastener = 8d common nail. Airspace= Nominal 1" between sheathing & ON EXTERIOR WALLS BOXES SHALL BE INSTALLED. Exterior WaIIS With brittle finishes 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. veneer. EAch tie shall support not more than 2.67 square feet of wall area and shall be spaced not more than 32" on center SEISMIC DESIGN CATEGORY: B FROM FIGURE 301.2.2 (exempt Exterior walls with flexible finishes L/180 6. EACH REACTION FORCE AND DIRECTION. > �r horizontally and 24 inches on center vertically. N1102.4.5 (R402.4.5) Recessed lighting. Recessed luminaires installed in the buildingthermal envelope shall be sealed to limit air leakage from seismic provisions of code per beneath the first course of masonry above finished round level above the foundation wall or slab and at P 9 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR R703.8.5 Flashing shall be located b ry 9 between conditioned and unconditioned spaces. All recessed luminaires shall be IC-rated and labeled as havingan air leakage rate R301.2.2) pp g masonry / 9 Lintels su Orlin mason veneer L 600 EXCEPT WHERE SYMMETRICALLY P4 r , other points of support., including structural floors, shelf angles and lintels where masonry veneers are designed in accordance with not more than 2.0 cfm (0.944 L/s) when tested in accordance with ASTM E 283 at a 1.57 psf (75Pa) pressure differential. All PRESUMPTIVE LOAD-BEARING VALUE OF SOIL: 2,000PSF Per TABLE LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. `,/ section R703.8. recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. R401.4.1 Includes soil classes: GW, GP, SW, SP, SM, SC, 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. C6 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 C402.4 (R402.4.6) Tenant Separation Walls (Mandatory). Fire Separations between dwelling units in two-family dwellings and multiple GM, and GC. 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. :Dnot be less than 3/16 inch in diameter. Weepholes shall be located immediately above the flashing. single-family dwellings (townhouses) shall be insulated to no less than R-10 and the walls shall be air sealed. 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. Q R703.14.2 Fire Separation. Polypropylene siding shall not be installed on walls with a fire separation distance of less than 5 feet (1524 mm) NOTE: Soils with clay or clay and silt will require a redesign 11. MAXIMUM AXIAL COMPRESSION FORCES B THE TRUSS MEMBERS. and walls closer than Polypropylene feet siding mm) to a building on another lot. of building footings. 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. F- Section N1103 (R403) WOOD FLOOR TRUSS SPECIFICATIONS: 1-_ U Exception: Walls perpendicular to the line used to determine the fire separation distance. Systems A B B R EV I AT I 0 N S R801.3 Roof drainage in areas where expansive soils or collapsible soils are known to exist: All dwellings shall have a controlled method of N 1103.1 (R403.1) Controls (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. WOOD FLOOR TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF water disposal from roofs that will collect and discharge roof drainage to the ground surface not less than 5 feet from foundation THE BUILDING CODE. W walls or to an approved drainage system. N 1103.1.1 (R403.1.1) Programmable thermostat. The thermostat controlling the primary heating or cooling system of the dwelling unit shall A.B. ANCHOR BOLT D.S. DOWNSPOUT LT. WT. LIGHTWEIGHT RNG RANGE 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: � R802.1.5.4 Labeling each piece of Fire-retardant treated lumber and wood structural panels shall be labeled per section 802.1.1. be capable of controlling the heating and cooling system on a daily schedule to maintain different temperature set points at A.F.F. ABOVE FINISH FLOOR DTL DETAIL LT. LIGHT R.O. ROUGH OPENING D (EQUATION 16-8) R802.4.2 Framing details. Rafters shall be framed not more than 1 inches (38 mm) offset from each other to ridge board or directly different times of the day. This thermostat shall include the capability to set back or temporarily operate the system to maintain ADJ. ADJACENT/ADJUSTABLE LVR. LOUVER R. RISER D + L (EQUATION 16-9) U g zone temperatures down to 55'F (13'C) or up to 85'F(29'C). The thermostat shall initially be programmed by the manufacturer A.F.T. ABOVE FINISH TREAD �' EACH E.J. EXPANSION JOINT L.T. LAUNDRY TUB RND ROUND opposite from each other with a collar tie. 802.3 Ridge board shall be not less than 1 inch (25 mm) nominal thickness and not with a heating temperature set point no higher than 70'F (21'C) and a cooling temperature set point no lower than 78'F (26C). ALUM. ALUMINUM less in depth than the cut end of the rafter. At valleys and hips there shall be a valley or hip rafter not less than 2 inch ELEC. ELECTRICAL D = DEAD LOAD, L = LIVE LOAD, 51mm nominal thickness and not less in de tlh than the cut end of the rafter. Hip and valley rafters shall be supported at N1103.2 (R403.2) Hot water boiler outdoor temperature setback. Hot water boilers that supply heat to the building through one or two pipe ANCH. ANCHOR ELEV. ELEVATION MAT MASONRY S.C. SAWCUT ( ) p < ANGLE MAT. MATERIAL SCHEM. SCHEMATIC the ridge b a brace to a bearing partition or Ibe designed to carry and distribute the specific load at that point. Where the roof heating systems shall have an outdoor setback control that lowers the boiler water temperature based on the outdoor temperature. EQ. EQUALOOR TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: g y ARCH. ARCHITECTURAL MAX.M/� MAXIMUM SHLF SHELF TCLL 40 PSF, TCDL = 10 PSF, AND BCDL = 5 PSF pitch is less than three units vertical in 12 units horizontal (25 percent slope), structural members that support rafters and ceiling N1103.3 (R403.3) Ducts. Ducts and air handlers shall be installed in accordance with Sections N1103.3.1 through N1103.3.8. a AT EQUIP EQUIPMENT MDO MEDIUM DENSITY OVERLAY SIT. SHEET joists, such as ridge beams, hips and valleys, shall be designed as beams. 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 EXP. EXPANSION MECH. MECHANICAL SIM. SIMILAR TRUSSES SHALL HAVE A MAXIMUM LIVE LOAD DEFLECTION OF L/480 AND A TOTAL LOAD DEFLECTION OF THE LESSER OF 1_/360 OR .75". Where ceiling joists or rafter ties are not provided, the ridge formed by these rafters shall be supported by a wall or girder (76.2 mm) in diameter and greater and R-6 where less than 3 inches (76.2 mm) in diameter. Supply and return ducts in other BD. BOARD EXT. EXTERIOR MIN. MINIMUM S.S. STAINLESS STEEL designed in accordance with accepted engineering practices. EE. EACH END STEEL TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN g P 9 9 P portions of the building shall be insulated to a minimum of R-6 where 3 inches (76.2 mm) in diameter or greater and R-4.2 BLDG. BUILDING STI. R802.7.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural glue-laminated where less than 3 inches (76.2 mm) in diameter. BM BEAM M.O. MASONRY OPENING STRUCT. DRAWINGS SHALL INCLUDE THE FOLLOWING INFORMATION: members, cross-laminated timber members or I-joists are prohibited except where permitted by the manufacturers MTL• METAL STRUCTURAL BlTu1 BOTTOM SUSP. SUSPENSION 1. DEPTH, SPAN, AND SPACING. Exception: Ducts or portions thereof located completely inside the building thermal envelope. F/C FLOOR COVERING CHANGE 2. LOCATION OF ALL JOINTS. recommendations or where the effects of such alterations are specifically considered. BLKG. BLOCKING SGD SLIDING GLASS DOOR 3. REQUIRED BEARING WIDTHS. ui `� r• n o2 N1103.3.2 (R403.3.2) Sealing (Mandatory). Ducts, air handlers and filter boxes shall be sealed. Joints and seams shall comply with section F.D. FLOOR DRAIN N.I.C. NOT IN CONTRACT SQUARE r- M o M R802.8.1 Bridging. Rafters and ceiling joists having a depth to thickness ratio exceeding 6 to 1 based on nominal dimensions shall be M1601.4.1. BRG. BEARING SQ. supported laterally by solid blocking, diagonal bridging (wood or metal) or a continuous 1 inch by 3 inch wood strip nailed across BRK BRICK FDR. FOUNDATION (NTS) NOT TO SCALE 4.1. TOP CHORD LNE LOAD OR SNOW LOAD. ceiling joists at intervals not exceeding 8 feet. Exceptions: BSMT BASEMENT Fl FLOOR TB TOWEL BAR 4.2. TOP CHORD DEAD LOAD. o N M o N the rafter or ce g � g FP FIREPLACE T & G TONGUE AND GROVE 4.3. BOTTOM CHORD LIVE LOAD. ver 4'-O" unless otherwise noted on Ian. 1. Air-impermeable spray foam products shall be permitted to be applied without additional joint seals. CENTER LINE O.C. ON CENTER 4.4. BOTTOM CHORD DEAD LOAD. R802.9 Trimmer joist: single header and trimmer for openings up to 4'-O" and doubled o p F.R. FIRE RATED TGS TOP OF GRADE SLAB „ 2. For ducts having static pressure classification of less than 2 inches of water column (500 Pa), additional closure systems shall C.M.U. CONCRETE MASONRY UNIT FRM FRAME OPER. OPERATOR TFW TOP OF FOUNDATION WALL 4.5. CONCENTRATED LOADS AND THEIR POINTS CT APPLICATION. Connect with tecos for header joist spans of 6'-0 and greater. not be required for continuously welded joints and seams, and locking-type joints and seams of other than the snap-lock and C.J. CONTROL JOINT OPNG. OPENING TYPICAL 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. R806.3 Vent and insulation clearance. Where eave or cornice vents are installed, blocking, bridging, and insulation shall not block the free button-lock types. COL. COLUMN Fr. FOOT / FEET TYP flow of air. Not less than a 1 inch space shall be provided between the insulation and the roof sheathing and at the location of OPT. OPTIONAL 6. EACH REACTION FORCE AND DIRECTION. the vent. N1103.3.3 (R403.3.3) Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage. CONC. CONCRETE FTG FOOTING O.S.B. ORIENTED STRAND BOARD TR TOWEL ROD 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATIiON OF EACH JOINT CONNECTOR GA. GAUGE EXCEPT WHERE SYMMETRICALLY N1103.4 (R403.4) Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105'F (41'C) COND. CONDITION OZ. OUNCE TRPL TRIPLE LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. CONT. CONTINUOUS GALV. GALVANIZED 1 R ONE ROD Section R807 Attic Access or below 55'F (13'C) shall be insulated to a minimum of R-3.N1103.7(R403.7) Equipment sizing and efficiency rating (Mandatory). G.C. GENERAL CONTRACTOR / 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. UNLESS NOTED OTHERWISE Heating and cooling equipment shall be sized in accordance with ACOA Manual S based on building loads calculated in accordance CONST CONSTRUCTION GEN. GENERAL 1/S ONE SHELF U.N.O. 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. N R807.1 Attic access. Buildings with combustible ceiling or roof construction shall have an attic access opening to attic areas that have a with ACCA Manual J or other calculated in accordance with ACCA Manual J or other approved heating and cooling calculation CTSK. COUNTERSUNK PC POURED CONCRETE 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. vertical height of 30 inches (762 mm) or greater over an area of not less than 30 square feet (2.8m2). The vertical height shall methodologies. C.O. CASED OPENING GYP. GYPSUM VERTICAL be measured from the top of the ceiling framing members to the underside of the roof framing members. G.L. PBD. PARTICLE BOARD VERT. 11. MAXIMUM AXIAL COMPRESSION FORCES B THE TRUSS MEMBERS. N1103.6 (R403.6) Mechanical ventilation (Mandatory) The building shall be provided with ventilation that meets the requirements of the 2015 CANT. CANTILEVERGLUE LAM V.I.F. VERIFY IN FlELD 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. 0 0 o O O O PL. PLATE WASHER • 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 C.T. CERAMIC TILE International Mechanical Code (as amended), the 2015 International Residential Code (as amended), or the New York City IGT. HEIGHT PNL. PANEL W WITH • DRAFTSTOPPING: IN COMBUS118LE CONSTRUC110N WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF AFLOOR-CEILING � � � � � � hallwayor other readily accessible location. Where located in a wall, the opening shall be not less than 22 inches wide by 30 tion Codes as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have CLG. CEILING HDWR. HARDWARE W/ Y HORZ. HORIZONTAL,HORIZONTALLY PWD. PLYWOOD ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DRAFTSTOPPING SHALL inches high (559 mm wide by 762 mm high). Where the access is located in a ceiling, minimum unobstructed head-room in the Construe pp PP C.M. CROWN MOULD attic space shall be 30 inches (762 mm) at some point above the access measured vertically from the bottom of ceiling framing automatic or gravity dampers that close when the ventilation system is not operating. HD.WD. HARDWOOD PF. PREFABRICATED WD. WOOD DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING ca C.R. CHAIR RAIL W.W.F. WELDED WIRE FABRIC MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR-CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: members. See Section M1305.1.3 for access requirements where mechanical equipment is located in attics. HR. HOUR PR. PAIR WO OR W/0 0 D DRYER PR. PROJECT PROJECTED WALKOUT FLOOR FRAMING IS CONSTRUCTED OF TRUSS-TYPE OPEN-WEB OR PERFORATED MEMBERS, N Section N1104 (R404) Electrical Power and Lighting Systems HDR. HEADER / WINDOW !R PENNY PSI POUNDS PER SQ. IN. WNDW MATERIALS: DRAFTSTOPPING MATERIAL SHALL BE NOT LESS THAN 1/2 INCH GYPSUM BOARD, 3/8 INCH WOOD STRUCTURAL PANELS. � Section R902 Fire Classification N1104.1 (R404.1) Lighting and equipment (Mandatory). Not less than 90 percent of the permanently installed lighting fixtures shall contain only HB HOSE BIB N R 902.1 Roofing covering materials. Roof shall be covered with materials as set forth in Sections R904 and R905. Class A, B or C high-efficacy lamps. DBL DOUBLE TYPICAL ROOF & FLOOR TRUSS NOTES: DIA. DIAMETER I.D. INSIDE DIAMETER PSF POUNDS PER SQ.FT. T. PRESSURE TREATED roofing shall be installed in jurisdictions designated by law as requiring their use or where the edge of the roof is less than 3 DIR. DIRECTION INGR. IN GROUND feet 914 mm from a Lot line. Class A, B and C roofing required by this section to be listed shall be tested in accordance with Section M1305 Appliance Access DN DOWN INSUL. INSULATION QUAD. QUADRUPLE * TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND MANUFACTURE OF feet 790 or STM E 108. M1305.1 Appliances access for inspection service, repair and replacement. Appliances shall be accessible for inspection, service, repair and DR. DOOR INT. INTERIOR REQ'D REQUIRED METAL-PLATE-CONNECTED WOOD TRUSSES SHALL COMPLY WITH ANSI/TPI 1. THE TRUSS DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY F- anel system installed on or above the roof covering replacement without removing permanent construction, other appliances, or an other piping or ducts not connected to the I.S. INSIDE CORNER REF. REFER TO REFERENCE * REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF NEW YORK. Z W R 902.4 Rooftop mounted photovoltaic panel system. Rooftop mounted photovoltaic p y 9 P 9 P PP Y P P 9 DW DISH WASHER RMS. ROOMS + TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT 'WOOD MEMBERS CLAMPED IN RIGID W shall [�,� be tested listed and identified with a fire classification in accordance with UL 2703. Class A, B or C photovoltaic panel appliance being inspected, serviced, repaired or replaced. A level working space not less than 30 inches deep and 30 inches wide DWG. DRAWING JT. JOINT REINF. REINFORCING,REINFORCED FIXTURES DURING ASSEMBLY TO INSURE TIGHT FITTING JOINTS. � ` 0 , system shall be installed in jurisdictions designated by law as requiring their use or where the edge of the roof is less than 3 (762 mm by 762 mm) shall be provided in front of the control side to service an appliance. KSI KIPS PER SQUARE INCH * TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. THE CONTRACTOR ISU feet (914 mm) from a lot line. M1305.1.3 Appliances in attics. Attics containing appliances shall be provided with an opening and a clear and unobstructed passageway large d m RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN 03.2.1 Exposed wall flashing required to have akick-out where the eave of the roof intersects a wall to prevent water intrusion into the enough to allow removal of the largest appliance, but not less than 30 inches (762 mm) high and 22 inches (559 mm) wide and DESIGNED AND INSTALLED TO PREVENT ROTATION AND PROVIDE LATERAL STABILITY IN ACCORDANCE WITH ACCEPTED INDUSTRY PRACTICE SUCH AS W 0 RSI p 9 q wall assembly. not more than 20 feet (6096 mm) long measured along the centerline of the passageway from the opening to the appliance. THE SBCA BUILDING COMPONENT SAFETY INFORMATION (BCSI) GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING & BRACING OF METAL PLATE > Y 0 6i R 905.1.2 An ice barrier/ water shield shall be installed per manufacturers specifications, to maintain product warranty. Carry down M1307.3 Elevation of ignition source. Appliances having an ignition source shall be elevated such that the source of ignition is not less CONNECTED WOOD TRUSSES. W Lu Ont of fascia min 4" typical. Apply ice & water shield in fair weather when the air, roof deck and membrane are at than 18 inches (457 mm) above the floor in garages. * TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE APPROVAL OFA Z front REGISTERED DESIGN PROFESSIONAL. Z � � YP PP Y temperatures of 40 degrees Fahrenheit or higher. Ice protection requirements per table R301.2(1). Install ice & water M 1502 Clothes dryer duct maximum length not to exceed 35' from the connection to the transition duct and reduced 2-1/2 inches for GRAPHIC SYMB0LS shield at all eaves, gable ends, hips & valleys. On roofs slopes less than 4:12, entire roof to receive ice & water every 45 degree bend and 5 feet for each 90 degree bend. Install booster fan for additional lengths. Clothes dryer exhaust system * THE CONTRACTOR IS RESPONSIBLE FOR THE MEATUS AND HEINOUS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY BRACING HAS W shield. shall comply with code section M1502 listed and labeled in accordance with UL2158A. Exhaust duct size shall comply with code BEEN DESIGNED AND INSTALLED FOR THE INSTILLATION OF THE TRUSSES. I- LU section M1506. WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: W W z 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 ® STRUCTURAL CALL. REFERENCE slopes from two units vertical in 12 units horizontal (2:12) up to four units vertical in 12 units horizontal (4:12), double DET - All general notes unless otherwise noted on plans or product specifications. W erla menta unit on rt required in accordance with Section R905.1.1. G2415.7 (404.7) Protection against physical damage: Where piping is installed through holes or notches in framing members and the piping DETAIL REFERENCE - All applicable state & local codes, ordinances and regulations if any. ❑ "' and y pp q SHT shall be galvanized steel stainless steel, aluminum or copper roofing nails, minimum 12 is located less than 1 1� inches (38 mm) from the framing member face to which wall, ceiling or floor membranes will be " FLOOR FINISH CHANGE - In areas where the drawings do not address methodology, the contractor shall be bound to perforin strict (T 1 Q R 905.2.5 Fasteners. Fasteners for asphalt shingles g P ^ W 0.105 inch 3 mm shank with a minimum 3/8 inch diameter (9.5 mm) head, complying with ASTM F 1667, of a length to attached, the pipe shall be protected by shield plates that cover the width of the pipe and the framing member and that extend gage ( )� / compliance with manufacturers specifications and / or recommendations. ui c=� a e the roofing materials and not less than % inch (19.1 mm) into the roof sheathing. Where the roof sheathing is not less than 4 inches (51 mm) to each side of the framing member. Where the framing member that the piping passes R PE - General contractors and subcontractors to review these construction documents upon receipt from architect V CD penetrate throughg through is a bottom plate, bottom track, top plate or top track, the shield plates shall cover the framing member and extend not O DOOR / HARDWA E TY and report any and all discrepancies including any dimensional conflicts, immediately to architect for less than '/. inch (19.1 mm) thick, the fasteners shall penetrate through the sheathing. less than 4 inches (51 mm) above the bottom framing member and not less than 4 inches (51 mm) below the top framing 0 m R 905.2.8.3 Sidewall flashing. Base flashing against a vertical sidewall shall be continuous or step flashing and shall be not less than 4 member. DET _ _ _ DET BUILDING SECTION inches 102 mm in height and 4 inches (102 mm) in width and shall direct water away from the vertical sidewall onto the roof corrective measures prior to construction. z_ ( ) 9 - DO NOT SCALE DRAWINGS. DIMENSIONS SHALL BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. � � � or into the utter. Where siding is provided on the vertical sidewall onto the roof or into the gutter. Where siding is provided on G2426.7.1 (502.7.1) Door swing. Appliances and equipment vent terminals shall be located such that doors cannot swing within 12 inches SHT SHT /� _ g 9 (305 mm) horizontally of the vent terminal. Door stops or closures shall not be installed to obtain this clearance. < # ?- PARTITION TYPE - The general notes and typical details apply throughout the job unless otherwise noted or shown. 0 the vertical side wall, the vertical leg of the flashing shall be continuous under the siding. Where anchored masonry veneer is \/ n and counterflashin shall be G2427.8 A mechanical draft venting system, excluding direct vent appliances, shall terminate not less than 4 feet below, 4 feet horizontally - DISCREPANCIES: The contractor shall compare and coordinate all drawings; when in the opinion of the - provided on the vertical sidewall, the base flashing shall be provided in accordance with this sectio g 9 Y 9 provided in accordance with Section R703.7.2.2. f 1 foot abdoor, window or gravity air inlet into any building. The bottom of the vent terminal shall be contractor, a discrepancy exists, the contractor shall promptly report it to the architect for proper 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 located not less than 12 inches above finished ground level. adjustment before proceeding with the work. p from or above anyoor, operable ries es shall extend not less than k inch 6.4 mm) below the roof sheathing 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 - OMISSIONS: In the even certain feature of the construction are not fully shown on the drawings, their - RE qRC overlapped not less than 2 inches (51 mm). D p ed g and extend up back onto the roof deck not less than 2 inches (51 mm). Drip edges shall be mechanically fastened to the roof from any air opening into the building. Such an appliance with an input over 10,000 BTU per hour but not over 50,000 BTU per construction shall be of the same character as for similar conditions that are shown or noted elsewhere on F- OB r cy y�j deck at no more than 12 inches (305 mm) o.c. with fasteners as specified in Section R905.2.5. Underlayment shall be installed . hour shall be installed with a 9 inch vent termination clearancethe construction document set. p�0 �� 1n - spL�2F0 over the drip edge along eaves and under the drip edge along rake edges. 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 - All work is to be performed in a professional manner and in accordance with best practice and consistent R 1001.1 Masonry fireplaces & chimneys to be constructed in accordance with Section R1001 and the applicable provisions of Chapters 3 from any air opening into the building. - W ' with manufacturers and supplier's recommended installation procedures. _ * `�"'. r and 4 of this code. Termination. Chimneys shall extend not less than 2 feet higher than any portion of a building within 10 feet, but shall not be less Section G2439 (614) Clothes Dryer Exhaust The architect has not been retained to perform framing inspections and / or field inspection. The architect U : _�`-, R 1003.9 y is therefore not responsible for any and all conflicts including weatherazation, water proofing and framing N� �..Y.,. .R �� than 3 feet above the highest point where the chimney posses through the roof. G2439.1 (614.1) Installation. Clothes dryers shall be exhausted in accordance with the manufacturers instructions. Dryer exhaust systems with respect to the construction documents. ❑ F NE�yO shall be independent of all other systems and shall convey the moisture and any products of combustion to the outside of the PURSUANT TO SECTION 69.5 (b) OF THE NEW YORK STATE EDUCATION DEPARTMENT, REGULATIONS OF THE COMMISSIONER Section R1004 Factory-Built Fireplaces building. ('REGULATIONS' , 8 NYCRR 69.5, ENTITLED "SEALS", AN ARCHITECT WHO SEALS "PLANS, SPECIFICATIONS AND REPORTS" MUST PLACE ..•._. . ry P R 1004.1 Facto built fireplaces shall be listed and labeled and shall be installed in accordance with the conditions of the listing. Factory G2439.4 (614.5) Dryer exhaust duct power ventilators. Domestic dryer exhaust duct power ventilators shall be listed and labeled to UL 705 built fireplaces shall be tested in accordance with UL 127. for use in dryer exhaust duct system. The dryer exhaust duct power ventilator shall be installed in accordance with the A STAMPED WARNING ON THE ED DOCUMENT INDICATINGHAT: R IS A VIOLATION ANY PERSON, UNLESS ACTING JOB&IER R 10004.5 Gasketed fireplace doors. A gasketed fireplace door shall not be installed on a factory built fireplace except where the fireplace manufacturer's instructions. UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER AND ITEM IN ANY WAY. system has been specifically tested, listed and labeled for such use in accordance with UL 127. 2016023 R 1006.1 Factory built or masonry fireplaces shall be equipped with an exterior air supply to ensure proper fuel combustion unless the room Section P2607 Waterproofing of Openings is mechanically ventilated and controlled so that the indoor pressure is neutral or positive. See sections R1006.1.1- R1006.5. P2607.1 Pipes penetrating roofs. Where a pipe penetrates a roof, a flashing of lead, copper, galvanized steel or an approved elastomeric UNITS 101 Al ) & W material shall be installed in manner that prevents water entry into the building. Counterflashing into the opening of pipe serving SHEET NUMBER Energy Efficiency as a vent terminal shall not reduce the required internal cross-sectional area of the vent pipe to less than the internal Q N1101.10.1.1 1-12 (R303.1.1.1) Blown or sprayed roof/ ceiling insulation. The thickness of blown in or sprayed roof / ceiling insulation (fiberglass or cross-sectional area of one pipe size smaller. shall be written in inches mm or markers that are installed at least one for every 300 square feet (28 m2) throughout C0 IM L cellulose) ( ) 102 (MODEL A z 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 W W thickness and installed R-value shall be listed on certification provided by the insulation installer. COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WHEN NOT ALIGNED WITH RAFTER, U) ^ ` CONNECT KING 5TLV5 TO TOP PLATE Z C) ffr10 X it MIN. ROOF FRAMING WRAP 1-1/4"X22 6A.6ALV.COIL STRAP c 1 /mow X z4"MR ATTAUI - EACH PAR GRIPPPLRE 51UM = ^ o AT OFP05N6 CH FRS OVER TOP OF TOP PLATE AND NAIL � � E ATTACH TO EACH PAR 2x AC-0 LED6ER W/2-3/8"x5" LAC DBL TOP PLATE q X OP05N6 RAR13t5 RA's�, BOLTS o I6'OG INTO 5TUD5 Ib"OG. � _ _ U � PLM 5 PLAN SIMPSON 51RON6-TIE 2X BLOC KIN6 AT 2 END BAYS 0 V °' A35 o EVERY RR 2X4 STUD WALL OR CEILING J015T ORAg O oco Zu 5MF'S N STROlN6 StPSaGN STRONG - - TRU55 BOTTOM CHORD 51MP50N H2 CONNECTOR 0 EA. � H 4--d - SIMP50N STRONG-T E SIMP50N STRON&ME 142 8D NAIL TIE H23 -TIE.VA ROSE STRAP"% L i_AT KM TO EACII PAR OF OPPOSIN5 RAFTERS. ALTERNATE TO RIDGE STRAP: H5 9 EVERY RR RAFTER To STUD AND KINGS TYP. 8d NAILS n?. Rpm STRAPS ARE NOF'wam wtf N wLe TES Or PROVIDE 2X4 COLLAR TIE AT � N p Cl TFE TH6ND GF Ttf UPPER THIRD C THE AMCEPADE "a ALIGNED) • U NGMR�YL ab OR 1X4 Llh M ARE LOCATED N IPPER '�= �' } FOR USE WHEN STUDS AND USE IN GOA®INATION ONLY WHEN STUDS AND ATTIC SPADE AND ATTAM TO W PAR OF RAFTM W/4-IWd NILS MU 4-IOd AT EAG+N RAFTEW G5-22 STRAP AT 5 AL16N DO NOT ALIGN EACH STUD,5� Z � C •) Z DETAIL 4 Z � a�•� � LW26 FOR 2x6 1-5028 FOR 2x8,2x10,OR 2x12 C) x c Cl) U CD `5 FRAMEt) U M 00 WI OR El �RI DGE STRAP DETAIL / -RI DC E STRAP DETAIL LU26 a N EVERY 2x4 5 2x6 °R DOOR (1=08(ATH.CL65 WITHOUT COLLAR TIES) / (WITH OR WITHOUT GOLLAR TIE5) LU28® EVERY GJ 5T1JD5® I6"O.G. NO SPECIAL FT P4 � a r / 3 2x AGGt LEDGER Hv 3/8"x5"LAC, GONNEGTORs REQ 2 LOCATE AT EVERY RAFTER BOLT® I6"OG INTO STUDS IN THIS AREA Qy N.T.S. LOCATE AT / T.S. � 5MPSON�� 5MP50N�� STRAPPING TO BE I-I 4 X 22 6A. 6ALV.,SEE DETAIL 4/DI.ALL STRAPPING ��S� TE LT5 �NAIL� r W MAY DE� F AH'PLED // GABLE END WALL TO BEAR A MIN.of 10'ON FRAMING. TF H10 OR H O M ix%An"t5 M. / PORCH �R001= W NAIL Ti'P. / I O STRAPP I NO DETAIL I I DETAIL AT ATTIC FOR USE W}�15TUD5 AND U5E IN COMBINATION ONLY WHEN STUDS AND �� Z ALIGN `RAElt�S DO NOT AL16N N.TS. tNTS O STRAPPING TO RUN ONTO RIM JOIST,SEE F- DETAIL q/DI(ONE STORY)OR ONTO 5TUD U AT WALL BELOW(TWO STORY) CK ROOF RAFTER HURR I DANE: TIES - • I N.T5. LOCATED AT EVERY ROOF RAFTER \ 0 • Z O � ATT I G STRAPP I NC DETAIL 0 • 12 FOR FRAME GONNEGTIONS 0 snQsaN POT uv'ccr�3 4, Ln •• L15F Wq)4 AT BD5 DI N.TS. O M 2ND F=LOOR PRE- L � J F�-•tF1•(P (1)1x n a w 4-I6d FADE NAILS FROM Qj� C)Z STR� OR 4x PROVIDE 3 X54 X3 WASHER PLATE AT ALL ANCHOR BOLT5 KING STUD INTO HEADER ❑ MyT�py SECURED BY WOOD SILL PLATES. PRE#s!f SIMP50N PA13 OR 55 ANCHOR BOLTS MAY BE U5ED IN LIEU OF i COLUMN POST TOP ANCHOR STRAP �, MALS THREADED ROD IN wA�PLATE W LOCATE AT El/ERY G011JMW 6tRDER CONNECTION HW LP TM PROVIDE 3'X6'XO36'6ALV.STEEL PLATE W/ BD lHJ6TH ON.T-S. Bp GF 6u NAILS 6-60 NAIL AT CORNERS AND INTER51!056 (4)MALS MN IN WALL. 3'Xl2'X.036'6ALV.STET.PLATE MU F--� : 12-W NAIL.5 AT AT BUTT JOINTS IN STRAI6HT 51MPSON L5TAI2 STRAP W/ qr LENGTH(IlP) i - 1 '` WALLS WHERE THERE SINGLE PLATE OR WADER 2X6 KING 5TIA5 VAN): 5-I00 NAILS EACH END AT GLEARL8J6m I " ONE AT SPANS UP TO b FEET1011, Off EACH JACK 5TiA NAILS 24 MINIMUM LAP SPLICE TWO FOR 5PAN5 6 TO 12 FST O 1�/a 5/8"0 A301 ROD THREADED b'BOTH ENO5. 12-16D MIN NAIL THREE FOR SPAN512 TO Ib FEET ONE AT SPANS<<6.ONJ: PROM MN Ef•D BOTTOM PRE-MIT � 3/4"AND I"ROD AT 51MP50N 5TEEL 5TRON6 WALL,5EE PLAN5 AT ALL SPLICES TWO AT SPANS FROM 6'TO 12' W W DSA Tia IV�m 15T F=LOOR NAIL ry AT 5PAN5TED >12' ON PLAN SIMPSON POST BASE 2'X3/8'X3'WASHER PL W/NUT EACH 51DE _p (4)MALS ANN N ABU44 OR AEM6,SEE PLAN a �m(rna GS-22 colt STRAP I UPPER STORY SHEAR m (� 1 - - WALL TO GIRDER ALTERNATE ANGHOR BOLT DETAIL @ EXTERIOR WALL ❑ W 0 F=LOOR TO F=LOOR TIE=S I BELOW GONNEGTION 1170 HOOKED ANCHOR OMTWI* FOR 5ET BACK WALLS HDU HOLD-DOWNS AND STRONG WALL DOUBLE TOP WALL PLATE SPLICE DETAIL HEADER GONNEGTION Q NTS. LOCATED AT EVERY STUD \ N Er�reNr oR E�rnoN 13 \ FOUNDATION '� NOTE \ BOLT W/5'MINIMUM BENT N.T5. (� NETS. H"� N.T5. I6 N.TS. U OoL 5TRA%UW SHEATHING FROdDE:Sd GGM�iON(O.N x 15`LONG)NALS. I \ 60L STRAPS M 5•PAM%PROVGE:k7d MM(0131 x V 00 NAILS. I \ \\\ 6 COLUMN POST BOTTOM ANCHOR ALLOWABLE HOLES - \ LOCATE AT EVERY COL.UMNi'6tRD>=R GONNEGTION Ismer RM MVVV 8D NAIL®b'0/G AT ALL PANEL EDGES - . F- rn nAr V4M wac 160 NAIL 0 24 0/C U \ M w 1-100 TaE N4ID HIP RAFTER, 160 NAIL a 24'0/0 x6"o5B OR PLYWOOD LVL Headers and Beams Z LLI •I: 5EE PLAN INTERIOR 1.3E TimberStrande and 2 51MP50N HGP HIP SHEATHING Microllam® LVL 2 (4)NAILS MIN N CORNER TIE 2 x diarmeter of the NOTE:Y1�iRE 24'WIDE MINIMUM FULL If16FIT I a.NAILS LSL hole zone Parallam®PSL ya depth U WALL RETURN 15 PROMO®AT ENDS Of HE I �, hole zo largest hole(minimum) 0 BRACED WALL LINE THE 80011 HOLD"MAY 13E ELIMINAT137. PROVIDE TWO(ONE AT EACH 4, Ir LDOTH(♦NN) `.J INTERIOR - 5ipo 65-22 5TRAP5 PER DETAIL 4 IN LIEU OF I SIMPSON BP WASHER ° o AT ALL PANEL bo NAIL 6' lED6E5 d LTA36 STRAP'SHOT N IN THE DETAIL NAIL 5RATEN6 TO - T i SILL PLATE av ea � 2x AGQ SILL PLATE DOUBLE o ° - J� - - - - - � - - � 0 0 I NAIL 0 4'0/G SILL AT flAl.BASB'�1i5 ��I� GYPSUM BOARD o 0 0 J 1'MINIhUM 5/8 DIA STEEL ANCHOR - - - - - sx p RAT VAIV Parallam®PSL BOLTS MAX 2-8 o.G_ 8D NAIL o l2'0/G AT ALL Microllam® LVL and T FXfEND BOLTS MIN.1'INTO G5-22 COIL STRAP io R/rTet MB�ER5 NOT AT PANEL ED6E5 allowed hole zone FUN WITH 716MIENE 7 NLIT i Vx 3'WASHER TO EACH BOLT. (1)2 x 6 K4 SMP50N LTP4 RATE NALED TO 15/32"050 OR GON INU011S BAR, PROVIDE TERMITE SHIED SILL �� STRM middle Y span SILL RM AV SILL RATE a WO/6 AT Irl IvrV MM PLYWOOD 5HEATHIN6 INSIDE CORNER OUTSIDE CORNER LTA36 VU 10-IOd NAIL SEAL.AND MAINTAIN 8'MIN. d 1.3E TimberStrand® LSL allowed hole zone d INTO STUD ABOVE AND LOCATED 2 TO b VALUY&K NTB�AS 7 ao FROM TOP OF WALL I I FROM WD TO FINISHHI D GRADE PLAN VIEW PLAN VIEW 111 BELOW(2 EACH CORT43z1 NOTE: NAL.A5 rAl�i yap wrcA[ H- CN o " General Notes ¢ N N � N Tall=2980 COIL STRAPS UNDBt 5HEATHIN6 PROVIDE:8d COMMON(0.131 x 25'LANG)NAIL.COIL �/Tr��I/117 I.I Il I TOP 5ff FOUNDATION PLAN STRAPS OVER SFEATHIN6 PROVIDE:IOd COMMON(0.131 x 3'LONG)NAIL. EXTERIOR ER (.JIB JrVAL E� TE IO /-/'�i NRR HEADER MAXIMUM ROUND • Allowed hole zone suitable for uniformly loaded LAY-OYER OR FALSE VALLEY PLATE HIP CONNECTION /A I L_I� R lJ N6�L DEPTH HOLE SIZE headers and beams only. nd les only STORY GORNE:R GONNEGTORS TYPICAL ANCHOR E30LT STUD TO RIM JOIST TO SILL PLATE �xull Ri4PPINC� DETAIL WALL FRAMING 5yz „4' : Nonodi sorncantlevers. cl� I 7y4'to 20" 2" • No holes in headers or beams in plank orientation.NTS. LOCATED AT EVERY GORINER . . LAGATION AS NOTED N.TS. LOCATE AT EVEITf STUD . . N,T,rj, See illustration for Allowed Hole Zone DO NOT Cut notch or drill holes in headers except as Indicated in illustrations and tables. Z Z Z Z Z Z A MINIMUM OF TWO BRACED WALL LINES(OWL)ARE REQUIRED IN EACH DIRECTION OF A BUILDING. BWL'S SHALL NOT BE SPACED p(TVVEP STRAP APD WALL 51•EATHIN6_\`I I ALL THIND O O O O O O MORE THAN b0 FT APART. WALLS WITHIN A BNL SHALL NOT BE OFFSET BY MORE THAN 4 FEET FROM A BWL. BWL LOCATIONS ARE NOTE, TO TOP OF PONT' WALL F 1151D NO•E. TD TA'OP POM' WALL F U5� I � � INDICATED ON FLOOR PLANS 2 FT MAX PONY WALL MAY BE I I 2 FT MAX PONY WALL MAY BE SIMP"DTT1Z HADOP:TL AT 66-W5P I RAGED RAGED WALL_PANEL(BW)SHALL BE61N WITHIN to FEET OF EACH END OF A BWL. THE DISTANCE BETWEEN ADJACENT PLACED ON TOP OF WADER PLACED ON TOP OF HEADER � � � � � � WNL END PKLS(1`(FE Al HDU A6 Rt4KI? A8XE5 OF BNP'S SHALL NOT BE GREATER THAN 20 FEET. THERE SHALL BE A MINIMUM OF TWO BW ON EACH BWL EXCEPT AT ® AT WMEP WN.L DETALS 6 MD D. WALLS< Ib FEET LONG MAY HAVE ONE 48"OR LONGER BHP. BWP'S ARE TYPICALLY 05-NSP SHEATHED BRACED WALL PANELS ® (TYPE A)OR 6YP5W BOARD 6B(TYPE B). PROVIDE TYPE G,D,E,OR F PANELS A5 NOTED ON PLAN WHERE BHP TYPES A 3 I/2'4BDE LYL FFAIDER(5Ef PlA4V N m $•IGD NAL AT MTV AND B DO NOT GUALIFY DUE TO MINIMUM LENST H REGUIREMENT5 OR ADDITIONAL GONTRIBUTIN6 LENGTH OF BHP 15 REQUIRED. GONT1N10115 TO OUTSIDE OF PANEL N m BHP TYPES ARE INDICATED ON FLOOR PLANS. r/� ® 3/8'0 THREADED ROD v J ® GS-MP CONTINUOUSLY SHEATHED BRACED WALL PANELS(TYPE A)SHALL MEET s z NOTE,WHERE 24'WIDE MINIMUM FULL HE16Hi THE MINIMUM LfT16TH REQUIREMENTS OF TABLE 8602.105. NAIL 1(6'MINIMUM WALL GON71 UOZ IlYe MIN DEEP HEADER TOOUTSIDE KIN&5511"(5EE PLAN) ~ CONTlNUOUS OUT511DE KIIN DIEEP W-ADM TO N6 STUD( PLAN) PM IL em WALL RETURN IS PROVIDED AT ENDS OF SHEATHING WITH 8d NAILS o b'O/G(EDGES)AND 12"O/G(FIELD)AND PROVIDE 2X ~� G5+6P BRAGED WALL LINE THE 8008 BLOCKING AT ALL UNSUPPORTED PANEL ED6E5. PROVIDE 800 POUND HOLDOWN FASTEN NAJL�'SHEATHING TO FEA,DBt HN/ oNAIFASTEN�'5101r,I N6 TO HDADBR hV W MAY BE ELIMINATED. PER DETAIL 14 OR 20 AT ENDS OF BRACED WALL LINES THAT DO NOT HAVE a 8D NAJL o 3'0/G IN EAGN DIRECTION a 8D NAIL 0 451 IN ON L DIRECTION WALL MIN M ILI W EITHER A 24"MINIMUM FULL H EIGHT WALL RETURN OR A 46'MINIMUM BHP. LU SHP50N LSTA24 STRAP ON BOTH SIDES AND +u SIMPSON LTA24 STRAP ON UHSFEATH® �I ) TRIM TOP OF PAHB AS REQti V C7 EACH OF HEADER TO JACK STUD W 16400 NAIL � FACE W/16-IM NAIL 8 28' 6-1/4'SDS,SCRE116 O W >- TABLE RbO2.105 MINIML)M LENGTH REQUIREMENTS OF 65-WR q 32 FA57M TOP PLATE TO WAD9Z W/2 H FASTEN TOP PLATE TO HEADER W/2 !- -I p CONTINUOU51.Y SHEATH®BRACED WALL PANELS z Z 10 34 PORTAL STRAPS I/2'FROM EDGE ON ROl1-5 OF Abd NAIL•3'O/G ROWS OF Abd NAIL 0 3'O/G po II 38" BOTH SIDES(4 STRAPS P9�PMEL) ; Y WALL AJAGENT CLEAR MINIhUM LENGTH OF O U L) HEI6HT(FT) OPN6 HEIGHT BRACED WALL PANEL 0. (2)JACK STUDS MIN.OR PER PIAN !2)JACK STUDS MIN.OR PER PLAN 12 42' 0 r _ MP50N GM COUPLER NUT <b4' 24' OR BL-OGKIN6 AT PANEL E06E5 v 0 8 64'TO 80' 32' o BLOGKIN&AT PANEL ED6E5 BLOCKING AT PANEL ED6E5 SIMPSON 5W5B STRON&-NHAL.L SB Z 80'TO qb" 36"r H- PANEL SHALL HAVE A LBNGIH'L'OF Nor PANEL,VERIFY PANEL 15 PI lR e 0 <64' 27' 6YP5UM BOARD'GB"BRAGt?2 WALL PANELS(TYPE B)SHALL BE PANE.SHALL HAVE A LENN6TH t OF NOT V FOR 4 LEjS TRAM I6'FOR ONE STORY AND 24'FOR (n 1"'•'I LU /8'40 ANCHOR BOLT OR q 64'TO 80" 30' 48'MINIMUM IN LEN6TH ON BOTH 51DE5 OF WALL PER TABLE FT WAIL AHND 20'FOR A b LE55 THAN 16-FOR b FT KALL,IWAI1 5� O FIRST FLOOR OF TWO STORY APPLICATION BOTH ENDS OF HFE5 7071 W z ADHE5IVE ANCAM 80'TO q6' 41' Rb02.105. 5EGUREV 6YP5UM BOARD WITH bd COOLER NAILS, IF PLAN FOR 6KACTDI LENGTH. 0 PIAN FOR ACTUAL LETN6TH. J � 0915"X lYe"6YP5UM BD NAILS,OR D/�cO*X I8/e ANNULAR RINCED )r'1- IF WIDTH TO HE1614T DIMENSIONS ARE �L IF WIDTH TO fE16HT DIhEA510N5 ARE 10 64'4" 3O' NAILS o 110/6(EDGES)AND 1"O/G(FIELD). BLOCKIN&15 NOT DZEEDFD THEN DETAIL'-'TO BE LASED. EXCMXV n?N DETAIL r TO BE I1r�ED. rL ❑ J r e 80'TO qb' 38' REGIUIRED AT UNSUPPORTED PANEL ED6E5 WHEN PANELS ARE N IF CONTINUOtS HEADER 15 LRD OVER U INSTALLED HORIZONTALLY. PROVIDE J015T OR 1RU55 OR FULL BOTH OPENIN65 THEN MIDDLE WALL U) 'Partial credit for panels 36"to 48'wide per 8602.1052 HEIGHT BLOCKIN6 DIRECTLY ABOVE AND BELOW TYPE B WAL L5. ONE JACK AND KING STUDS � ONE JACK AND KING STUDS orBRACING IS NOT RERb "L' EQUAL TO ui � TYPICAL HOEDOWN DETAIL AT CONTINUOUSLY SHEATHED WOOD FASTEN 1/I6'SWATHINGTOEACH STLV FASTBN'TAVSHEATHINSTOEACHSW TWO KIN&5TUD5 > 12" GYPSUM BOARD "GB" - TYPE B AND SILL W 8D COMMON NAIL 0 3'OX AND SILL W/W C*IMON NAIL o 3'0/G C7 m FRAMED FLOOR A STUCTURAL PANEL "CS-WSP" -TYPE A R o 0 NOT TO SCALE PER FIGURE 8602.10.5 NOT TO SCALE PER FIGURE 8602.10.5 - - FASTEN 1/16.5FEATTHIN6 To STUD z AND SILL W/8d NAIL o 4'O/G Z w PORTAL DETAIL'G'ONLY APPLIES SIMPSON HDU2 HOLD"N 6-1/41 Q N.Ts. SIMPSON HH17U5 HaDOINrN ry 14 I/4 SD5 z TO 2 FT TO 18 Fr WIDE OPENIN65. 5D5 SCREWS IF NO FLOOR ABOVE 5GR8.15 M DOUBLE 130 STUD TABLE 602.10.3(1)5RAGIN6 REGUIREMiENT5 BASED ON 14OMPH TABLE 602.10.3(2)WIND ADJUSTMENT TO HbU4;SGHOLDIF FMO to-ABSD5 WIND SPEED,EXPOSURE B,30 FT MEAN,ROOF HE16HT,l0 FOOT REQUIRED LENGTH OF WALL BRAGIN6. 2-1/2'40 ANCHOR BOLT OR EXPANSION SGrZEYS IF FLOOR ABOVE PANEL To CITE DIRECTLY TI TOP LL GGNGRETE POUNDATIOIN WNL. � .OF ................ . .. ... . .. . 5MF50N OTTER HaPOAN AT O5-WSP WNW WALL HE16HT5,AND 2 BRACED WALL LINES ADJUSTMENT STORY CONDITION ADJUSTMENT -i�7AZ�_-Zfj BOLT WITH 2'X2'X�(y'PL WASTER Ir1'm ANCHOR OR EXPANSION BOLT W WALL Bap PANELS M 4 TUU A5 RFI,W BASED ON 5UPPORTIN6 FACTOR #3 TE U �c� gERT I AT WALL DETALS G AW D. CONT METHOD 6B R4 BAR CONi IN TOP aF CONCRETE COONCRETE ae4 BAR GONr IN TOP FOUR 2-1/2VER '4+ANCHOR OR EXPM510N BOLT ;�o ED R R ® WAc(� STORY BWL SPACING Fa>NDAT1oN 5HEATHIN6 EXP05LRE CATE60RY ONE STORY G 12 FOUNDATION ® 8-IOD MALS AT DfTIZ TOP IO' 25' 55, EXPOSURE CATE60RY ONE STORY D IS >e4 BAR eoNT IN TOP AND BOTTOM Q �•' y m EXPOSURE CATE60RY TWO STORY G 1.3 PA55-16 ANCHOR BOLT OR%'THTC- DLD OF CONCRETE FOUNDATION 5HP50N 507/8X24 OR PA61-18 ANCHOR TOP 2O' S.0' 10.0' FXP05URE GA1 E60RY TWO STORY D 1b EXTEND WALL SHEATHING OVER RIM JOIST RDD W/WA5Fk32 PLATE,5�DETAIL ISADI BOLT OR Ye'THREADED ROD, W ;, PAS 18 ANCHOR BOLT OR THREADED ,® OVER ROD W/WASFEZ PLATE,,5�DETAIL I5A71 SEE DETAIL 15/DI V ® TOP 30' 1.0' 14•,5' ROOF EAVE TO RIDGE ROOF ONLY 15 FT 13 PANEL EDGE FRAMED WALL PORTAL DETAIL TYPE D ONLY APPLIES TO b FT TO 18 FT WIDE OPENIN55. �'9 z + 381a C ROOF HAVE TO RIDGE ROOF ONLY 20 FT Ib FLOOR PAiEL HAS CoNTRIBUfIN6 LENGTH OF 46'TOWARDS R602.101%)MINIMUM LENGTH WALL TO BE U5®ON FIRST FLOOR APPLICATION ONLY.PANEL HAS `( 51hP50N STRON&WU REGUIRl5 EN511�tED DESIGN To TOP 40' CID' 18.5' ROOF EAVE To RID6E ROOF+I FLOOR 15 FT 1.15 REGUIRLMENTS FOR BRACED WAIL PANELS AT BRACED WALL LINES. WALL TO BE CORMIA T4N6 L.EWTH OF 48'TOWARDS R602.109(U MINIMUM LEN67H TO DETERMINE PANEL SIZE,AND ANCHOR BM15 FOR ❑ F N r_' ROOF HAVE TO RIDGE ROOF+I FLOOR 20 FT 10 M ON FIRST ROOK APPLICATION ONLY. REp11REMENTS FOR BRACED WALL PARLS AT BRACED WALL LIH i. ACTUAL HORIZONTAL DE516W WIND LOAD AND CONDITION TOP 50' 11.0' 23.0' ROOF HAVE TO R106E ROOF+2 FLOOR 15 FT 1.1 ROOF HAVE TO RIDCE ROOF+2 FLOOR 20 FT NP TOP bo' 13.0' 71.51 WALL HE16HT ANY STORY 8 FT O.q CONTINUOUSLY SHEATHED PORTAL PORTAL FRAME WITH HOLD-DOWNS ALTERNATE BRACED WALL PANEL "ABW" SIMPSON STRONG WALL JOB N BER ' I 3/8'40 ANGFHOR BOLT OR : � � WALL tE16HT ANY STORY q FT 0.45 a l BOTTOM of 2 Io 5.o LOS WALL HEl�T ANY STORY 11 FT IAS FRAME "CS-PF" DETAIL - TYPE C D "PFH" DETAIL - TYPE D E DETAIL - TYPE E (D_DOET�,'Lc-:�PE F2 16023 BQTTpM QF 2 20' q.0' IQ.O' WALL HE16HT ANY STORY 12 FT I•I C NOT TO SCALE PER FIGURE 8602.10.6.3NOT TO SCALE PER FIGURE R602.10.6.2 NOT TO SCALE PER FIGURE R602.10.6.1 NT AR ENGINEERED METHOD W NI1H78ER OF BW PEP PLAN DIREG110N AT STORY 3 13 BOTTOM OF 2 30' 13.0' 215' NIMBBR OF Bit PER PLAN DIRECTION AT STORY 4 1.45 Q HEFT NUMBER NALI RIMER OF BH.PER PLAN DIRECTION AT STORY 5 OR MORE I.6 OF 2 110 ° BRACED WALL PANEL DETAILS GYP BD FINISH OMITi D FROM INSIDE-AGE OF BW I.4 UNITS 101 (MODEL Al ) 102 (MODEL A HOLDONN DETAIL AT SLAB BorroM of 2 50' 21.0' 44.0' APPLIES TO METHOD 05-MP ONLY z 20 NTS. BOTTOM OF 2 bo' 25.0' 525' AAPPLIB0 FASTENIN6 ANY ES TO METHOD CB ONLY STORY 4"0/0 o.1 D 1 NOT TO SCALE O W 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED rA ^ 1 zC ' W �'1 E �• ca) a) GONE.1 x4"namTYP.EXfFRIGft WNL Q �, U ami 7"x4"GUIRI6�t5® I6"OL.- 4+ _ Z'®SGlfilf zIy (D O 2 H � = cn L + 4 ■r-■'i U > �o Wee TO ALIGN (2)2'x6"�I OUC6Ib 2 2 Ma 9-06K FR.N06 F_ ! N > PY'Trar OR� cn m Z - RIDSE V@IT --('x8"TRM 0 L X r°)i R106B TO ALIGN (xb'FA5GU1 U = `p w 't W M RIase VENT TYPICAL ROOFI%: 'PLYWOLD MfAmINF, ❑ U " H16H CEILING BEYOND AIS�T UfJDERTIURAL L TAI TRM ���rf11 In'PLYWOOD 5HEATHIN5 0 12 6'AZEK TRIM D= 6'AZEK TRIM 10 HARDIPLANK I � $• 12 HORIZONTAL 510IN6 ALI 12 � in u�WW1 OWL BLOCK tDfLBb)" BY'FYPON'OR EQUAL b'AZEK TRIM OWL BLOCK SMU36x6 0 12 BY TYPON'OR EQUAL 12 I .� 4 6,�.�M GABLE END DETAIL I 12 13 IN 02 PIL HT _ N.T.S. z �D OH. OH. b'AZEK TRI IN 6-AZEK RAKE BD IN * 0 b HIEN BLIND (+/)12 - IN g.�� I2 Ik 3'AZEK TRIM(iYP1 '^ Ili Ij Hf,. xrs BD NV IN 3'AZEK 12 U FLA5HIN6 I lilt 1111111 l [TIF AI 6. iM TRIM(MPJ �' b'HIGH BLIt7 ROOF BREAK b'BLMD FLASHING METAL EYEBROW 12 12 Q 6'HIGH BLIND '? �51IN6 F FLASHING STANDING SEAM "' (n ROOFING 0 6.12 PITCH -t Pkt — META-ROOF z 4 Ixg FASCIA BD.�, rr 0 1 6 ALf6N b'eLIND �+ Ixg FASCIA BO. 8'A - BEDROOM#2 PL MT O FA5GIA5_ FLASHING DEN — FRIEZE W. Ln I'0' ILII Illy P.0' -._ -A I FLOOR NE L_ OH. OH. LL OH. o m 15'A� _= I I it lilt Ill 1111 ill 1111 I I OH. 1:0• ,,-0. ... z V J FIll HiOH. QH FRIEZE W. I I , , g'AZEK I J , � � � i rs ❑ FRIEZE BD. ,® ® i e I 1'X8'"�` rs I fill tE r Q � ~ I I Q I I TRIM�G ti' _ �1 Ix AZEK TRIM I I I I I I I I I II II I iiEl 11 ii II II II liltI I I I I I I I FIRST LINE IR5T FLOOR LINE FIN. IST FIN. IST FLOOR F ELEV= 0'-0" — — — — — — — — — — — — — - -lip — I II � bxb P.T.POST WITH SIMPSON 10'SQUARE HBt6 PERMA CAST I I I 101 SQUARE HBt6 DERMA CAST I bxb P.T.P65T WITH SIM m I I I I BG5IM15 POST GAP ANCHOR BA t I COLUMN#46382 WV SWARF I ~ W A3 COLUMN#46382 W/5QU BG523/6 PST GAP ANCHOR t I I I I 51MP50N ABU66 POST BASE I FLAT GAP d BASE(OR EQUAi I W 51MP50N AE1166 P057 BASE (fYP-ALL COLUMNS) RAT GAP t BA5E(OR AU -CORNER COLUMN TO BE -CORNER COLUMN TO BE I (�P-ALL 601.3415) I I I I I PROVIDED WU SPLIT KIT � /� 4 I I I PROIADED WU 5PLIT KIT I I I I I I I I I V ) I I I I I I � ❑ w I I I I I i o I I I I I I I I I I I I - UNFIN. FLOOR _ — —I — — — — — MIN.BSMT FLOOR - - - - - - - - - _ _ _ _ _ _ _ __ __ _ - - = = = = =i_ _ _ _ _ _ _ _ _ _ __ _ _ -- - - -i- - - - - - - - - - -i- - - - = _ _ _ __ _ _ _ _ _ _ -_ _ _ _ _ _ _ _ � H FRONT ELEVATION FRONT ELEVATION 3 6 = P-o 3 6 = 1-0 z U W UNIT 1020 UNIT 101 U MODEL Al MODEL A LAUREL) � �CIS 6 _rcli _o RID6E9 TO ALIGN Q N N t� N 00 M06B TO ALIGN O F N M ao N Q - RID6E VENT N _ Q - dQIEs RID6E VENT `V APPLY ICE t HATER SHIELD IN FAIR 12 WEATHER WHEN ME AIR,ROOF DECK AND « HARDIPLANK t 135 12 MR GRAPE ARE AT TEMPERATURES OF 40'F , 6'AZE1C TRIM HORIZONTAL 51DIN6 (5•6)OR HI6FBL t 135 12 _ Ik g'AZEK RAKE BD INSTALL TGE t WATER SHIELD IO DENTIL BLOCK WTLBbxbxB Ik 3'AZEK TRIM(TYP PER MANIFACTI)REW5 `' BY'FYPOW OR EQUAL Z Z Z Z Z Z SPECIFICAT10N5 TO MAINTAIN PRODUCT WARRANTI � X12 2 12 Fn cO <n co (5 12 t 10 t 10 (+/-)12 12 12 12r�-I-0 10� 12'x Ig'VINYL INSTALL ICE t HATER SHIELD 12 12 ALI 1 12 LOUJERB7 VENT ARCHITECTURAL. o PER MANUFAGTU2ER5 TYPICAL ROOFING: SPEGIFIGAT10N5 TO MAINTAIN 2 PRODUCT WARRANTY Ix8 FASCIA BD. NaB 15#FELT AII it IUNDB�LAYMENT In'PLYWOOD b BLI g'AZEKfill b'H16H BLI 5 IMR N SHEATHING APPLY TGE t WATER SHIELD M FAIR IN6 FRIEZE BD WEATHER WHEN THE AIR,ROOF DECK AND MEMBRANE ARE AT TEMPERATURE5 OF 40'F ALIGN (5'G)OR H16HER. FASCIAS SrFAI- BRKFST PL HT — — — — — M15TR BDRM MASTER B _ DINING PL HT W PL MT V 0- I-v '�! OH. g'AZEK 0 m OH. - OH. I « D L�1 C� OH. - - _ - -- FRIEZE BD. J __ W O Lu o EXTERIOR TYVEK OR W&4ILI LJ i SOFFIT — L I I I I I I I'U' l Y uj -HARD! SHINGLE 51DIN6 I 11 Lj �' ® ® I I I I I I 0 Lu = Q -T/I6'05B SFEATHIN6 rs j j I ® ® I I I I i t z U D Tip -2xb WOOD 5TUD5 0 16'04-e� =J 6'R-21 BATT5 4 I 4 q 0 Lj uI I I I I IEl P = w Q GARAGE I I — I I I I f "r1 WALL I I 1 1 I iLu BEYOND, I I I I I I Ix4 AZEK TRIM Q w O II Z N I if 111 1I I I I I I aLu 1� I I I I I I ❑ Q �1 1 I I I 11 2020 NY5RG-62421 b(503.8) w a FIN. 1ST FLOOR ! IN. IST FIRST LINE— x° R FLOOR LINE VENTING 5nTEM'TERMINATION LOCATION: cn __ THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN J � _04OOR —_ EEEV- O' — — - -- — _ �_ _ - INPUT OF 10,000 BN PER HOW OW OR LESS SHALL BE I I ff-—=l-c-1 I LOCATED AT LEAST 16'FROM ANY AIR OPENIN6 INTO A 6x6 P.T.P05T WITH SIMPSON 1 II 1 III I I I I I III I III I ( I I I I I BUILDING,AND SUCH AN APPLIANCE NTH AN INPUT OVER IOp00 U m W523/6 POST GAP ANCHOR t I II I Ix4 AZEK 1RIM SIMPSON ABU66 POST BASE \_101 SQUARE HBt6 P82MA CAST I II I III I II I III 873 F92 HOI1R BUf NOT OVER SOA00 8711 F'Ht HDUR SHALL BE Z (Typ_ALL R1.c;) I I GoLUMN#46382 WU SQUARE I ( I I III I III ( I I I I I I I II I III I I I I I ( i I INSTALLED WITH A 9(INCH VENT TERMINATION CLEARANCE,AND w FLAT GAP t BA5E(OR EQUAL) I I I III 1 SII 1 I I I I I i iii i I I I I I I I z AN APPLIANCE WITH MW I111f OVER 50OW 8111 PER HOUR SHALL HAVE AT LEAST A 12 INCH YB�IT'TERMINATION � � � -CORNER COLUMN TO BE I II I M III - WINDOW uFARANCE 1HE eo11TOM of THE vetr TERMNAL AND THE AIR PROVIDED Nu SPLIT KIT I I I I — I I I I I I I 11�=. _�I I I I I I I I I INTAKE SHALL BE LOCATED AT LEAST 12'ABOVE GRADE. (n 00, u------ I I I I I u------ I I I I I I I w :.......... ................ ........................... g I I I I I g - I I I I I I I RED aR I I I I I I Fv l- - - - _ I I I I I I I I I ISI I I I I I I I 2020 NYSRC-R0I2.2.1 U �5�� �R C c'S'.> _—� _— — — — — —_— — — — UNFIN UNFIN FLOOR — I M DNET LING UNI75,WIB2E THE TOP OF THE 51LL OF AN f ' 08 HF�G FL - - - - - - - - - - - - - - - - - — + - - - - - - - -I _ - - - - LI - - - I - - - - - - - - - - OPERABlFWI100WC7PEWN615LOGATH7LE56THAN24' Q �� fi �Z ABOVE THE FIN15H�FLOOR AND GREATER THAN l2'ABOVE y - - - - - - - - - - -i- - - - - - - - - - - - - - -i- - - - - - - - _ - - - - - - - - - - - - - _ -P -_ __ _ _ - _ _ _ __ _ _ _ - - - - z - - - _ -i- = - - - - = = =-i- - _- - _ _ - - - t — — — — THE FINISHED 6RADE OR OTHER SURFACE BELOW ON THE W * s s EXTERIOR OF 11E BUIILDIN6,THE OPERABLE NNDOH SHALL = fi COMPLY WITH ONE OF THE FOLLOWING: U •OPENIN%THAT HLL NOT ALLOW A 4 INCH DIAMETER SPHERE (n TO PA55 THROU51-1 TIFF OPENING M ITS LARGEST OPENED • � ELEVATION -REAR ELEVATION ° ❑ FBF NE`Ny •FALL PREVB�TioN!DEVIGE�i THAT COMPLY NTH ASTM F 2090 3 6 = I-0 3 = I-� Mf WINDOW OPENIN�6 CONTROL DEVICE AFTER OPERATION 70 RELEASE THE CONTROL DEVICE ALLONIN6 THE WINDOW TO :.......... . FULLY OPEN,SHALL I10T R®UCE THE NET CLEAR OPENINS JOB BER AREA OF THE WUNDOWV TAUT TO LE55 THAN 5.1 5d1ARE FEET. UNIT 10 1 UNIT 102 . 2 116023 W MODEL- Al (HOLLY)- MODEL A (LAUREL) UNITS l01 MODEL Al 8� DUET CLUSTER = SHEET NUMBER ( ) 102 (MODEL A ELEVATIONS U) z0 W 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED R106E VENT ^ , "FIRE RETARDANT LLU V/ PLYWOOD 5HEATHIN6E 2"x8"RIDGE BEAM U m O 12 12 U r UPPER GABLEz CL .r I2 UPP9R 12 1 712 . .RR Z w u RIDGES TO ALIGN AILD OUf M06E5 TO AL16N BLOCK ® O co cr V BLOCK 6URfft5 t LEADERS RIDGE VENT - RIDGE VENT RIDGE VENT N RIDGE VENT ` ALL GUTTERS E LEADB25 SHALL BE BAKED • U > (2)2'X10" � N p o WHITE ALUMINUM A32'MIN GAUGE GUTTERS RIDGE VENT RIDGE V13Hi SHALL BE 5'5EA11 Ems,06.5TYLE MU All PT GIRDER N} RBAIID t RKtIIIR®AGGE560RIE5. LEADERS = - SECURED TO z V a(/ �� SHALL BE MIN 25t3',A2T'GAUGE YU CLIPS t ANCHORS. IN.2 C t SEAL ALL JOINTS. PRY.H — WALL® L a� p �,� b' ENDS Q c OH.+- - syr-+`. OH. V o r't GUTTERS MIN.WIFT.PROVIDE PYL. Lo ao RECEPTORS&'ABOVE 6RADE TO REGENE ❑ U c i LEADERS(CLOSED GAP DE516N). n� co RID6E VENT LL RIDGE VENT 3 12 r n I,-y. ,ter..—�,_ ._ _ v .. �CABLE,�� 6IPB E ' OH�F�®,ter 6ABLE IO d OH. OH. I'4" GABLE - GABLE OH b'H16H oH. FLA5HIN6 Q" q° ROOF o cova� O.H. b'-0" O.H. ROOF a GOVERB7 PORCH BEYOND _ 1x8 FASCIA BD. I 2"Xb" IT BEAMS Z A-5 COP ® 16" .G.W/VENTED O �Ov.PORCH _- ----- - -- GARAGE ARA6E PL HT -- — PL HT VINYL SOFFIT BRE) F1—m HT - PL HT BEYOND OVER oH. 10"SQUARE HBdG 52 W ii I III I I I Ifil III fill III fill III fill 11 1 111 1 Ill 1111 Ill 11111 1 H bli � CAST COLUMN#46382 W/ o Z p O' 6'AZEK 5QUARE FLAT GAP 4 cr ��EV, I I °N © ]fillIfill i111111 1111111 fill IIIIIIIIIII 1 111111 1111111 L.1 fill e CORNER COLUMN TO BE 0 WALL o OARAeE O O i i PROVIDED W/SPLIT KIT 00 11 fill q I I BEYOND Q I I - Ln II ii m I I ❑ II I II it II Ah FIRST LINE I I FIR5T fl.00R LIFE FIRST FLOOR LIFE FIRST FLAOR INE L_ I 1x4 AZEK TRIM FIRST FLOOR LINE b I I I I I I H Fol I I I I ALI I HOUR RATED EXTE IOR I I I O I I I I I I BEARING WALL I A55EMBLY- 5EE DERAIL: w I MFIFL 55MT FLOOR UNFIN.BSMT FLOOR I I I I (n _ _ ___ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ = = = = = 1i= = = = = _ _ _ _ _ _ _ = = = - - - - b O m TYPIGAL PORGH SLAB ❑ � o •4'P.G.SLAB(MIN.3500 P51 CONS) �I CHT 510E ELEVATION ( EZENAY 51 DE) REINF 4 FILL WITH 6x6,10/10 WWM. LEFT 51 DE ELEVATION �TMP E Flu.TO�%DENSITY r 3/16 = I-0 � UNIT 102 UNIT 102 1 BREEZEWAY SECTION Al . 1 NTS. z U MODEL A (LAUREL) MODEL A (LAUREL) U O PJ06E5 TO ALIGN ROSES,TO A1-16N _ RIDGE VENT RIDGE VENT - 12 HARDIPLANK 12 ""` 12 12 55 HARDIPLAfBC HORIZONTAL SIDING �' - """ - 55 ��` 4 6MER5 t LEADERS 9 HORIZONTAL SIDING ALL 6UTTERS t LEADERS SHALL BE BAKEDLjj WNn NJJMHH A32'MIN.6AU6E,6UTTER5 12 12 f 85 SHALL BE 5'SFNMLC�S,0 6.STYLE W/ALL 85 R VENT N M OD CV RELATED t REQUIRED ACCES50RIES. LEADERS — RID6E VENT 10 :�- - -^ --�- SHALL BE MIN.2W',A2T 6AU6E W/CLIPS t ANCHORS. GAU.K t 5EAL ALL.JOINTS. PITCH GUTTERS MIN.I/8'/FT.PROVIDE P.V.G. _ .e„ ll RECEPTORS b"ABOVE 6RADE TO RECEIVE LEADERS(GLO`�ED GAP DE516W. --m-1 O 12 12 12 CLERESTORY 12 12 � BEYOND BEDROOM t3 T.� rk:� 1 BEYOND WALL BEYOND �� , .-.- �� ROOF 0 COVERED -_ —L 12 in 11 .�T PORCH BEYOND t 10 6OH Z Z Z Z Z Z 1 0 0 0 0 0 0 Ix8 FASCIA W. -- Y. w w w w w w (+l-)b MSTR ESR = `�•�,i 12 12 BEDROOM#2 PL HT `sem- -b - BRKFST PL MT PL HT— _ D 2 1'-0' — PL HT o - OH, OH. OH. It Ill I I�I FRI6'AZEKEZE�. I I :1 �. 11 � IL I I WALLLBE�'� Q Q I I 1 1. = _ WAIL o 1L 4 4 4 I I I C "e I I 4 COLLIMIN Ill fill IIIIIIIII Golisme CD - 6ARA6E � W BEYOND h .i I ; - ,,jl ( I ° e COVERED COVERED I I I. 11 11 11 1 1 1 1 11 11 fill f FRONT pOKCF} a } 1 1 I I1 1 Ill I I )3EYON7 1 1 BEYOND 0 m . I ( 11 l 1 11 11 II II � W O Lu O -;i FIN.IST FLOOR IN. 15T FL 1 I 1R- LLI w Ah FIN. IST FLOOR l_ 1.x,.1. -_ r�,= 1 1 — = E:LEV=O'-0" = Q FIN. IST FL ~ U iti ELEV= O'-O" ELEV- O F_LEV- O' — — — 0 Z I I I I 1x4 Azo TRIM Ix4 AZEK TRIM l—I - - I O o U-1 COLUMN a GOVEREDI I I b I I I I HOUR RATED EXTERIOR I I w z �T PORCH BOND I I I I FDI BEARING WALL I i � � Q ASSEMBLY- SEE DETAIL: e I Lu 4 2020 WSRC-624216 1503.8) ❑ W ( I I I I I I I I � VENTING SYSTEM TERMINATION LOCATION: _ �' THE VENT T3RMINAL C)F A DIRECT VENT APPLIANCE WITH AN LLI U uNFIN BSMr FLAOR I I I I I I I I I I INPUT TE AT LE BTUST 'R HOUR Y All O LESS 5W O BE F- � — — — — IUNPIN.BSMi FLOOR LOCATED AT LEAST bi'FROM ANY AIR OPBHIN6 INiO A 1= - - - — — - - - - - - - - - - - - 1 - - - - - - - I- - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ _ _ _ _ _ _ __ _ _ _ _ BUILDING,ANDRT"T 9"AN OVER PPLIANCE 5HALL 13E z m - - --I— - - - - - - -_ —_ - -_ —_ —_ _- -_ - -_ —_ —_ —_ —_ —_ —_ —_ —_ _- - - _- - - - - - - - - - - - - - - - - - - - - - - L - - - - - -L - - -- - - - - - - - - - - - - - - - -- - - - - - - - -- - - - - - - - - - - - - -- - - - - IWALI HOURBUTNo►foV6N TERMINATION CLEARANCE, Z_ J INSTALLED WITH A 9 INCH VENT TERMINATION CLEARANCE AND AN APPLIANCE WITH AN BAIT OVER 50pO0 BTU PER HOUR Z � � U 5HALL HAVE AT LEAST A 12 INCH VENT TERMINATION Ur 0 U CLEARANCE.THE BOTTOM OF THE VENT TERMINAL AND THE AIR INTAKE SHALL BE LACATED AT LEAST 12'ABOVE 6RADE (!1 ............ ........ ........................ W tt ELEVATION ONZVY 51 D o ARS LEFT 51 PL ELS ) 2020 W5RC-R312.2.1 eRr RIC 51 DLEVATI ON OPERABLE KNOO14 OPENINS 15 LOCATED_ n+DW91IN6 UNITS,wI A2E THE TOP of THE SILL of AN ABOVE THE FIND FLOOR AND 6REA THAN12'24ABOVE ` r THE FINISHED 6RADE'.OR OTHER 511RFACE BELOW ON THE W * w e UNIT 101 COMP Y GF ON BUILDING,TIT ANGs BLE WINDOW 5W4LLUNIT 101 COMPLY WITH AT LJ THE FOLLOWINGS (� •OPBHIMGS THAT MELT NOT ALLOW A 4 RYIH DIAMETH2 5PIHERE 073810 TO PA55 THROUGH THE OPENIN6 M ITS LAR6E5T OPENED T POSITION. ❑ 'OF NE`N MODEL Al (HOLLY) MODEL A1 (HOLLY) •FALL PRIEVEN00140 ENI DEVICES AYKITH ASTM F N TO(fFE WINDOW OPBHINC�i CONTROL DEVICE AFT OPERATION TO RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO .......................................... RLLY OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING JO UMBER AREA OF TIE WIFDOIW UNIT TO LESS THAN 5.l SQUARE FEET. w2016023 DUET CLUSTER = SHEET NUMBER UNITS 101 (MODEL Al ) ELEVATI z 102 (MODEL A) ON SFo Al I W 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED