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Home My WebLink About46073-Z ��o��SUFFU1,�cpGy Town of Southold 5/5/2022 o � P.O.Box 1179 o _ 4 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43044 Date: 5/5/2022 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 72 Millstone Ln Unit 36, Cutchogue SCTM#: 473889 Sec/Block/Lot: 102.1-2-10 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/19/2020 pursuant to which Building Permit No. 46073 dated 4/13/2021 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single family dwelling with unfinished basement, covered porch, screened porch and attached garage as applied for. Unit#36 The certificate is issued to Rimor Development LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0090 3/1/2022 ELECTRICAL CERTIFICATE NO. 46073 4/22/2022 PLUMBERS CERTIFICATION DATED 4/4/2022 All Suffolk Plumbing Contractors Inc Authorized Signature �gUfF01$c0TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 46073 Date: 4/13/2021 Permission is hereby granted to: Rimor Development LLC 1721-D North Ocean Ave Medford, NY 11763 To: construct dwelling unit as applied for per SCHD & Planning approvals. (Unit#36, C model) At premises located at: 72 Millstone Ln Unit 36, Cutchogue SCTM #473889 Sec/Block/Lot# 102.1-2-10 Pursuant to application dated 10/19/2020 and approved by the Building Inspector. To expire on 10/13/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,868.80 CO-NEW DWELLING $50.00 Total: $1,918.80 Bui i ctor Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-.1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I%lead, 5. Commercial building, industrial building,multiple residences and.simil.ar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing,"land uses: L Accurate survey of property showing all property fines,streets,building and unusual natural or topographic features. 2.. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees I. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Switnming pool $50.00, Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy-Residential $15.00,Commercial$15.00 Date. to /1(0 � New Construction: ll Old or Pre-existing Building: _(check one) Location of Property:3l0 r --Ic� M,` '1 House No. Street Hamlet Owner or Owners of Property: 414ci✓ G�/. '4140,® 4-.C, Suffolk County Tax Map No 1000, Section �� . ` Block 01- Lot 010 C�S bdivisio 4VO4—�'�t 12 Ckt�-L--- Filed Map. Lot: �h t o 7----- - Permit No. � � Date of Permit. Applicant: q\ K - Health Dept. Approval: Lee -- 7 D /�Underwriters Approval:__ Planning Board Approval: Request for: Temporary Certifi ate _ Final Certificate: (ch ck one) Fee Submitted:$ � Aplicae , ig Lire ^ CONSENT TO INSPECTION v n �- --- the undersigned,do fn � (es)hereby state: Owner(s)Name(s) That the unde signed(is) (are)the owner(s)of the premises n ll<e T w of Southold,located at rp_eLA k(_- which is Ihown and designated on the Suffolk County Tax Map asDistrict 1000, Section J0.2,A1 Block ,Lot That the undersigned(has)(have)filed,or cause to be filed,an application in the Southold Town Building Inspector's Office f fol the lowin �. v- That the undersigned do(es)hereby give consent to the Building Inspectors of the Town of Southold to enter upon the above described property, including any and all buildings located thereon,to conduct such inspections as they may deem necessary with respect to the aforesaid;application, including inspections to determine that said premises comply with all of the laws, ordinances,rules and regulations of the Town of Southold. The undersigned, in consenting to such inspections, do(es)so with the knowledge and understanding that any information obtained in the conduct of such inspections may be used in subsequent prosecutions for violations of the laws,ordinances,rules or regulations of the Town of Southold. Dated: 10 9 g ( i a ure) Wt N e) (Signature) (Print Name) OF SOUly® � to Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.devlinO-town.southold.ny.us Southold,NY 11971-0959 0 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Rimor Development LLC Address: 72 Millstone Ln Unit 36 city:Cutchogue st: NY zip: 11935 Building Permit#: 46073 Section: 102.1 Block: 2 Lot: 10 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: MTM Electric License No: 3700ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 57 Ceiling Fixtures 1$ Bath Exhaust Fan 2 Service 3 ph Hot Water Gas GFCI Recpt 6 Wall Fixtures 5 Smoke Detectors 3 Main Panel 150A A/C Condenser 1 Single Recpt Recessed Fixtures 35 Heat Detectors 1 Sub Panel A/C Blower 1 Range Recpt Gas Ceiling Fan Combo Smoke/CO 5 Transformer UC Lights Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect Switches 42 4'LED Exit Fixtures 11 Pump Other Equipment: Fridge, Oven, DW, Hood, W/D, 150A Panel 30 Circuit/24 Used Notes: New Two Story unfinished Basement C� � Inspector Signature: LApril 22, 2022 j Date: S.Devlin-Cert Electrical Compliance Form Town F£aIl Anne; { *.;±, Telephone(631)765-1302 5375\lain Road`' Fax(Gi?)765-9502- P.O. 65-950'P.O.Box 1179 I�1��-4,! Southold,IVS'11971-0959 BUILDING DEPARTi16ENT 'i'GARTNT t�ji�1� r__0. IJTH-FL O�_. Raate: J Tluase p;:i-, PIUUMI -17: (Please 1)rint iI?ai �:_G s0_der used in he wat r sup ipi; syste-al coi? e.ins i�Ss than 2!11 0 o I% 7ILI -er s SIbilaElii e) ��i'?,Crn to bBfor:me Tillsay 0 db-dr t"f -1 APR - 5 2022 -- _ __..---_-•._-- ANNA MORITA Notary PuMc,State of New York �� T~ - RE9•No.01Fi6368364 ��!GtaCY Pubi1C; <. L' � /-��--C`i]Lti3t1' s ,� QWified in Sui`fo9k County a__.._..: ._. COmmission Expires pFS0UTy q fo-� � ---- ----- - �0� Oho # # TOWN -OF SOUTHOL-D BUILDING DEPT. `ycourm,a�`' 765-1802 INSPECTION [ ] FOUNDATION 1ST [Ll---ROUGH PLBG.' [ ] FOUNDATION 2ND [ ] INSU'LATIOWCAULKING [ FRAMING / APPING [ ] FINAL [ ] FIREPLACE EY ' [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O 7REARKS. , V)wmIl lv 4 DATE 6/d7b-1-4 INSPECTOR t rg SOUTyp�o .� 1 d, * # TOWN=OF,. OUTHOLD BUILDING DEPT. `Crow 765-1802 1 NSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG.;- [ ]- FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION' [ ] FIRE RESISTANT CONSTRUCTION [ ] 'FIRE RESISTANT PENETRATION rlELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) CODE VIOLATION [ ] PRE C/O REMARKS: DATE INSPECTOR souryo -- v TOWN OF SOOT OLD BUILDING DEPT. cou 765.1802 - yANSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND `[ ] SUtATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL IVP [ ] FIREPLACE & CHIMNEY ` [ :] FIRE SAFETY INSPECTION - R [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION - [ ] PRE C/O REMARKS: CWTeT61it- CC—jZT DATE INSPECTOR o�agf so�lyo U (00? 3 7 —A—, 34 # # TOWN OF.SOUTHOLD BUILDING DEPT. G • 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [. "] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ LECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O REMARKS: 110 (7 . DATE Z) INSPECTOR~` Energy Testing Services 2022 Combustion Safety Testing Form Certified Home Address: 72 Millstone Lane City: Cutchogue Builder Name: Harvest Pointe Builder Tracking# Combustion Appliance Zone(CAZ) # of Location of this CAZ: Basement (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 2022-04-09 Outdoors Temp During Test: 50 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 W] Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: Heating System Primary: Yes ✓❑No Q Tvpe: Furnace ✓Q Boiler II Heat PumpE[Other❑ Efficiency Fuel Tvpe z Venting Tvpe s: Drat Spillage .S in llaize a CO CO' (Circle. e) •• Pascal ' orst.Case atural orst'Case (Natural) Rating:95.0 NZp0o❑ED N❑N❑M❑S_✓ N/A Pa. Pass❑Z Fail❑_ PassOFail❑ N/APPM N/A PPM Water Heater Primary: Yes Z T e: Standard Tank aIndirect Tankless El Size: 75.0 Style Common Vent El No Instantaneous❑Commercial (See Note5below) (Gallons) 4 Stand Alone ❑✓ Efficiency' s Fuel Type ayentiite Tvpe 1, Draft Spillage Spillage(Nanawl) C0 CO (Circle Type) (Pascal) (Worse Case) (JVorse Case) (Natural) EF: 0.69 NDP❑O❑E_❑ N❑M[✓ S❑ N/A Pa. Pass❑✓ Fail❑ Pass❑✓_FaiIE] I N/A PPM N/A PPM Oven_ Oven is Electric or No Oven Exists ❑✓ Oven Range Hood Vented to Outside Yes Q No❑ Oven CO N/A PPM Ambient CO(During Oven CO Testing) NIA 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. {Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) S Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE: If Water Heater Type is"Commercial'and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial'and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Michael Caruso Rater Number: 7960376 Rater Signature: lam/ Date: 2022-04-09 Home Energy Rating Certificate Property HERS Model C- Unit 36 Rating Type: Confirmed Certified Energy Rater: Michael Caruso Harvest Pointe Rating Date: 2022-04-09 Rating Number: MC123 72 Millstone Ln Registry ID: 009536507 Cutchogue , NY 11935 Estimated Annual Energy Cost Percent HERS Index: 57 Efficient Home Comparison: 43% Better Use MMBtu Heating 71.3 $Cost Cost 70% General Information Cooling 1.1 $43 2% Conditioned Area 3692 sq. ft. House Type Townhouse, end unit Hot Water 11.5 $213 10% Conditioned Volume 39534 cubic ft. Foundation Conditioned basement Lights/Appliances 24.7 $342 17% Bedrooms 2 Photovoltaics -0.0 $-0 -0% Service Charges $16 1% Mechanical Systems Features Total 108.6 $2038 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 119.00 CFM25 2018 IECC UA Compliance Ventilation System Exhaust Only: 170 cfm, 23.2 watts. ECCC New York State 2020 Programmable Thermostat Heat=Yes; Cool=Yes Building Shell Features Ceiling Flat R-37.7 Slab R-0.0 Edge, R-0.0 Under Sealed Attic NA Exposed Floor R-30.0 Vaulted Ceiling NA Window Type U-Value: 0.320, SHGC: 0.300 Above Grade Walls R-21.0 GQp Infiltration Rate 1938 CFM50 (2.94 ACH50) Foundation Walls R-13.0 Method Blower door 1938 CFMx 60 Min/Hr/ 39534 Ft^3 = .9 CH @ 50 Pa Energy Testing Services, LLC. Lights and Appliance Features 1648 Locust Ave Unit E Interior Fluor Lighting (%) 0.0 Range/Oven Fuel Natural gas Bohemia, NY 11716 Interior LED Lighting (%) 100.0 Clothes Dryer Fuel Natural gas 631-244-9333 Refrigerator (kWh/yr) 632 Clothes Dryer CEF 3.93 Dishwasher(kWh/yr) 270 Ceiling Fan (cfm/Watt) 0.00 Certified Energy.Rater: REM/Rate-Residential Energy Analysis and Rating Software v16.0.6 This information does not constitute any warranty of energy costs or savings. ©1985-2021 NORESCO, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. 9 - Manual S Compliance Report Job: wri htsoft � � Date: March 29,2022 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone:631-244-2627 Email:r.b.delfino@energytestingservices.com Project • • For: Unit 36-72 Millstone Lane, Cutchogue, NY 11935 Cooling Equipment Design Conditions Outdoor design DB: 83.07 Sensible gain: 17645 Btuh Entering coil DB: 75.7'F Outdoor design WB: 71.0°F Latent gain: 3131 Btuh Entering coil WB: 63.3'F Indoor design DB: 75.0°F Total gain: 20776 Btuh Indoor RH: 50% Estimated airflow: 800 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Generic Model: SEER 16 Actual airflow: 800 cfm Sensible capacity: 16800 Btuh 95% of load Latent capacity: 7200 Btuh 230% of load Total capacity: 24000 Btuh 116% of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 10.0'F Heat loss: 37557 Btuh Entering coil DB: 62.2'F Indoor design DB: 68.0'F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas furnace Manufacturer: Generic Model: AFUE 92 Actual airflow: 685 cfm Output capacity: 37557 Btuh 100% of load Temp. rise: 50 °F Meets all requirements of ACCA Manual S. 1st Wrights®ft„ 2022-Mar-2916:49:57 14t. �'�` „�,,,, ,r„,,,,,�,e,�,,,.,, Right-Suite®Universal 2018 18.0.32 RSU20066 Page 1 ACS.ri 1...Rimor Model C MAN JSD\Rimor Model C MAN JSD.rup Calc=MJ8 Front Door faces: W vResidential Examiner Review • Form RPER 1 ee �lCCK • - • •. • Equipment, 15 Mar 09 nro>�.a� varel�a Header Information Contractor: Energy Testing Services LLC REQUIRED ATTACHMENTS ATTACHED Manual J1 Form(and supporting worksheets): Yes 7 No Mechanical license: or MJ1AE Form*(and supporting worksheets): Yes Ei No OEM performance data(heating,cooling,blower): Yes 0 No n Building plan#: Manual D Friction Rate Worksheet: Yes Ei No F1 Duct distribution sketch: Yes No Home address(Street or Lot#,Block,Subdivision): Model C Fescue, Entire House HVAC LOAD CALCULATION (IRC M1401.3) Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature: 10 °F Orientation: Front Door faces West Indoor temperature: 68 of North,East,West,South,Northeast,Northwest,Southeast,Southwest Total heat loss: 37557 Btuh Number of bedrooms: 3 Conditioned floor area: 3776 ft2 Summer Design Conditions Number of occupants: 3 Outdoor temperature: 83 °F Indoor temperature: 75 °F Windows Roof Grains difference: 30 gr/Ib @50% RH Eave overhang depth: 16.0 it Sensible heat gain: 20051 Btuh Internal shade: none Eave Latent heat gain: 3558 Btuh Blinds,drapes,etc. Depth window Total heat gain: 23609 Btuh Number of skylights: 0 HVAC EQUIPMENT SELECT • ,1 Heating Equipment Data Cooling Equipment Data Blower Data E uipmenttype: Gas furnace Equipmenttype: Split AC Heatingcfm: 685 �umace,Heat pump,Boiler,etc. Air Conditioner,Heat pump,etc. Cooling cfm: 8OO Model: Generic Model: Generic Static pressure: 0 in H2O AFUE 92 SEER 16+ Fan's rated external static pressure for design airflow Heating output capacity: 37557 Btuh Total cooling capacity: 0 Btuh Heat pumps-capacity at winter design outdoor conditions Sensible cooling capacity: 0 Btuh Aux heating output capacity: 0 Btuh Latent cooling capacity: 0 Btuh DISTRIBUTIONHVAC DUCT 1 .1 Design airflow: 800 cfm Longest supply duct: 264 ft Duct Materials Used Equipment design ESP: 0 in H2O Longest return duct: 169 ft Trunk duct: Round flex metal,Sheet metal Total device pressure losses: 0 in H2O Total effective length(TEL): 433 ft Available static pressure(ASP): 0 in H2O Friction rate: 0 in/100ft Branch duct: Round flex metal,Sheet metal Friction Rate=ASP+(TELx 100) declare the load calculation,equipment,equipment s- • • duct design were rigorously performed based on e building plan listed above. •- • the claims made on -forms will m- subject to review and verification. Contractor's printed name: Contractor's signature: Date: Reserved for County, m •. or-Authority havin•jurisdictimnuse. *Home qualifies for MJ1AE Form based on Abridged Edition Checklist WI1____ 1� ° Right-Suite®Universal 2018 18.0.32 RSU20066 Load Short Form Jab. wrightsoft' Date: March 29,2022 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone:631-244-2627 Email:r.b.delfino@energytestingservices.com Project • • For: Unit 36-72 Millstone 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/ 1179 cfm Daily range - M Inside humidity (%) 50 50 Moisture difference(gr/Ib) 44 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16 AHRI ref Coil AHRI ref Efficiency 92AFUE Efficiency 14.7 EER, 16 SEER Heating input 40823 Btuh Sensible cooling 16800 Btuh Heating output 37557 Btuh Latent cooling 7200 Btuh Temperature rise 50 °F Total cooling 24000 Btuh Actual air flow 685 cfm Actual air flow 800 cfm Air flow factor 0.021 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.85 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) B s m nt 1673 7745 790 159 37 Bed 2 196 3382 1582 70 74 Bath 2 60 1132 272 23 13 Stair 1 48 1434 181 30 9 Foyer 131 1597 441 33 21 M bath 110 409 6 8 0 CL 17 0 0 0 0 M BED 351 2041 2157 42 101 Breakfast 83 2009 1799 41 84 Dining 209 3556 1085 73 51 Laundry 23 26 460 1 22 Pant 19 0 0 0 0 Mud 48 371 79 8 4 Kitchen 157 247 1631 5 77 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft@ 2022-Mar-2916:49:57 Right-Suite®Universal 2018 18.0.32 RSU20066 Page 1 XCA...Rimor Model C MAN JSD1Rimor Model C MAN JSD.rup Calc=MJ8 Front Door faces: W Greatroom 233 4593 3831 95 180 Bath 3 72 577 291 12 14 Bed 3 207 2940 1852 61 87 Loft 141 1185 595 24 28 Entire House 3776 33244 17050 685 800 Other equip loads 4313 595 Equip. @ 0.88 RSM 15528 Latent cooling 3131 TOTALS 3776 37557 18659 685 800 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -�-wrightsoft- 2022-Mar-29 16:49:57 1• .�.•....•�WM..,.m�., Right-Suite®Universal 2018 18.0.32 RSU20066 Page 2 ACOA...Rimor Model C MAN JSD\Rimor Model C MAN JSD.rup Calc=MJ8 Front Door faces: W Pro Job: Wrightsoft ect Summar� � Date: March 29,2022 Entire House By: Energy Testing Services.:. Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone:631-244-2627 Email:r.b.delfino@energytestingservices.com Projeqt Information For: Unit 36-72 Millstone Lane, Cutchogue, NY 11935 N otes: Design Information Weather: Suffolk Co.Ap, East Quogue(Islip Dd), NY, US Winter Design Conditions Summer Design Conditions Outside db 10 of Outside db 83 °F Inside db 68 °F Inside db 75 °F Design TD 58 °F Design TD 8 °F Daily range M Relative humidity 50 % Moisture difference 30 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 33244 Btuh Structure 17050 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent (68 cfm) 4313 Btuh Central vent(68 cfm) 595 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 37557 Btuh Use manufacturer's data n Rate/swing multiplier 0.88 Infiltration Equipment sensible load 15528 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial)/2 Pressure/AVF 50 Pa/ 1179 cfm Structure 1735 Btuh Ducts 0 Btuh Central vent(68 cfm) 1396 Btuh Heating Cooling Outside air Area(ftz) 3776 3776 Equipment latent load 3131 Btuh Volume(ft3) 23582 23582 Air changes/hour 0.32 0.14 Equipment Total Load (Sen+Lat) 18659 Btuh Equiv.AVF (cfm) 124 55 Req. total capacity at 0.70 SHR 1.8 ton Heating Equipment Summary Cooling Equipment Summary Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16 AHRI ref Coil AHRI ref Efficiency 92AFUE Efficiency 14.7 EER, 16 SEER Heating input 40823 Btuh Sensible cooling 16800 Btuh Heating output 37557 Btuh Latent cooling 7200 Btuh Temperature rise 50 °F Total cooling 24000 Btuh Actual air flow 685 cfm Actual air flow 800 cfm Air flow factor 0.021 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.85 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft- 2022-Mar-29 16:49:57 �++~ . .»• Right-Suite®Universal 2018 18.0.32 RSU20066 Page 1 AVCA...Rimor Model C MAN JSD\Rimor Model C MAN JSD.rup Calc=MJ8 Front Door faces: W N Level 1 19 1 cfm qpI 91 cfm adiab 0 Bsmnt Sup Riser 0" Make up air 70CFM Skuttle Model 2161 .lob#: Energy Testing Services LLC Scale: 1 :88 Performed by Energy Testing Services LL... Page 1 Unit 36-72 Millstone Lane 1648-A Locust Ave Right Suite®Universal 2018 Bohemia,NY 11716 18.0.32 RSU20066 Cutchogue,NY 11935 Phone:631-244-2627 2022-Mar-2916:51:20 r.b.delfino@energytestingservices.com AN JSD\RimorModel C MAN JSD.r... N Level 2 1,101 cfm Breakfast &121 cfm EL216 cfm Greatroom Kitcgen 23 0" 92 cfm M BED adiab Pant Launm cfm Dining 1%88 cfm �1 cfm Mud 8 M Fath �10 cfm mft Riser 0" V39 cfm Stair 1 k3'5 cfrr Foyer 128 ci#th 2 Broan Exhaust 4' 0" Model L150 70 garage CFM Energy Star Contnous User Timer Bed 2 989 cfm 4' 4 .lob#: Energy Testing Services LLC Scale: 1 :88 Performed by Energy Testing Services LL... Paget Unit 36-72 Millstone Lane 1648-A Locust Ave Right Suite®Universal 2018 Cutcho ue,NY 11935 hone:631-Y 4-262 2022-Mar18.0.32-29 9 Phone:631-244-2627 rb.delfino@energytestingservices.com ..AN JSD\RimorModel C MAN JSD.r... N - Level 3 34 cfm Lft' Bath 3 adiab 2 Sup Riser 6.1.5cfm 8' stair 2 1 Bed 3 17 0" 12 9" 4 cfm ,lob#: Energy Testing Services LLC Scale: 1 :88 Performed by Energy Testing Services LL... Page3 1648-A Locust Ave Right-Suite®Universal 2018 Unit 36-72 Millstone Lane Bohemia,'NY 11716 18.0.32 RSUz0066 Cutchogue, NY 11935 Phone:631-244-2627 2022-Mar-2916:51:21 r.b.delfino@energytestingservices.com AN JSDA�imorMddel C MAN JSD.r... Duct System Summar Job: ' ennrightsoft, Date: March 29,2022 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone:631-244-2627 Email:r.b.delfino@energytestingservices.com Prolect lfifOrmatl[Oh. For: Unit 36-72 Millstone Lane, Cutchogue, NY 11935 Heating Cooling External static pressure 0 in H2O 0 in H2O Pressure losses 0 in H2O 0 in H2O Available static pressure 0 in H2O 0 in H2O Supply/return available pressure 0.000/0.000 in H2O 0.000/0.000 in H2O Lowest friction rate 0 in/100ft 0 in/100ft Actual air flow 685 cfm800 cfm Total effective length (TEL) 433 ft • • • Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln(ft) Ln (ft) Trunk Bath 2 h 272 28 15 0 0 Ox 0 MtFx 19.8 140.0 st5 Bath 3 c 291 14 16 0 0 16x 0 ShMt 30.8 115.0 st4 Bed 2 c 1582 84 89 0 0 Ox 0 MtFx 23.8 130.0 st5 Bed 3-A c 1852 73 104 0 0 Ox 0 MtFx 38.8 225.0 st4 Breakfast c 1799 50 101 0 0 Ox 0 MtFx 37.5 170.0 st1B Bsmnt h 790 191 44 0 0 Ox 0 MtFx 36.0 150.0 st1A Dining h 1085 88 61 0 0 Ox 0 MtFx 19.0 160.0 st1 Foyer h 441 39 25 0 0 Ox 0 MtFx 7.8 95.0 Greatroom c 3831 113 216 0 0 Ox 0 MtFx 37.0 130.0 st1 Kitchen c 1631 6 92 0 0 Ox 0 MtFx 24.5 140.0 st1 Laundry c 460 1 26 0 0 Ox 0 MtFx 16.5 150.0 st1 Loft c 595 29 34 0 0 Ox 0 ShMt 29.8 210.0 st4 M BED c 2157 50 121 0 0 Ox 0 MtFx 48.0 160.0 st1A M bath h 6 10 0 0 0 Ox 0 MtFx 21.8 165.0 st1 Mud h 79 9 4 0 0 Ox 0 MtFx 10.0 175.0 st1 Stair 1 h 181 35 10 0 0 Ox 0 MtFx 5.8 150.0 st5 -WFE wrigh4.sa4t° 2022-Mar-29 16:49:57 , >wm.n..,,m,.iwb..,c.o„ Right-Suite®Universal 2018 18.0.32 RSU20066 Page 1 1v+1661 ...Rimor Model C MAN JSD\Rimor Model MAN JSD.rup Calc=MJ8 Front Doorfaces: W e • , - • Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st4 Peak AVF 116 154 0 0 0 0 x 0 MetlFlx st1 Peak AVF 519 666 0 0 0 16 x 0 ShtMetl st5 Peak AVF 147 115 0 0 0 16 x 0 ShtMetl st1B Peak AVF 50 101 0 0 0 16 x 0 ShtMetl st1A st1A Peak AVF 291 267 0 0 0 16 x 0 ShtMetl st1 • Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk rb1 Ox 0 191 44 144.3 0 0 0 Ox 0 MtFx rt1A rb2 Ox 0 630 916 168.8 0 0 0 Ox 0 MtFx rt1 Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt1A Peak AVF 191 44 0 0 0 0 x 0 ShtMetl rt1 rt1 Peak AVF 821 960 0 0 0 0 x 0 ShtMetl wrightsoft- 2022-Mar-29 16:49:57 sw,a•in««-ww...c,,,,p�r Right-Suite®Universal 2018 18.0.32 RSU20066 Page 2 ACM...Rimor Model C MAN JSD\Rimor Model C MAN JSD.rup Calc=MJ8 Front Door faces: W GRCH ARCHITECTURE PC FV!, -21 a f 3750 EXPRESS DRIVESOUTH QUITE 202 IStANDIA, NY 11749 WWW.(3RCHARCHITECTURE.COM - . _� ..�..��__.-..�...._.Mm ..._._.._.�__�.....��e� (631)864-3395 November 14, 2018 Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold NY 11971 Attn. Ms.Amanda Nunernaker Plans Examiner Re: Harvest Pointe at Cutchogue Dear Ms, Nunemaker, The following two insulation products noted below have been selected for their flame/smoke spread properties to meet the requirements of the New York State Residential Code for both spray foam and draped blanket insulation exposed in basement condition. Spray Foam Insulation at Rim Joist: Sill Plates Headers and Rim Joist (Residential Code Section R316.5.11 Maximum thickness 3 %" (provided ±3") Flame spread index 25 or less and smoke-development index of 450 or less is provided: Provided/Installed Bayseal Closed Cell Spray Foam Insulation report less than 4" (see products sheet) provides flame spread index of 25 or less and smoke-development index less than 450 in accordance with ASTME84. Draped Foundation Wall Insulation Blanket (Residential Code Section R302.10.1 Insulation materials, including facings shall have a flame spread index not to exceed 25 with an accompanying smoke. Development index not to exceed 450. Provided/ Installed: "Ecotouch Flame Spread 25 Fiberglass Insulation: (see product cut sheet) Provides a flame spread Index of less than 25 and smoke-development Index less than 50 in accordance with ASTM espectfu�ly submi ed, _ `_.,_+;:`•, ,. ; �FtE D ARC, � y OZ Q/y ! 0\ Glen Che e' �i IA LE�9'1AP _ (..�. Principal APR 5 2022 P T.V,7, "i?^TS.T e'er '"+.' •z1 023pII�1C13 V c.d �OF 1 G�� MaCHANICA6 C®RPORA41®a 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 - n �i�F� APR - 5 2.022 rr S1 i T,-�f'.4"c ti'P 20 Feldland Street, Bohemia, NY 11716 0 (631) 563-1298 Fax: (631) 563-2954 GRCH ARCHITECTURE PC s"'.. 3750 EXPRESS DRIVE SOUTH SUITE 202 <,. ISLANDIA, NY 11749 W W W.GRCHARCHITECTURE.COM (631)864-3395 April 23, 2021 Town of Southold Building Department 53095 Main Rd P.O. Box 1179 Southold, NY 11971 Attn. Michael Verity Chief Building Inspector Re: Harvest Pointe at Cutchogue Cutchogue, New York Unit No. 36 / Permit No. 46073 Dear Inspector Verity: Please be advised that the basements of the -,above referenced units constructed on site meet the requirements for conditioned space as defined in the 2015 IRC and Energy Code as well as the 2017 Code ;Princiii submitted, 'GRED ARC oEERT Cy� � 2-c ny, AIA, LEED AP "9T 02381 O SOF NE�`l l '�_> A P9, 5 2022 s GRCH ARCHITECTURE PC _ 3750 EXPRESS DRIVE SOUTH Hia(eeturm SUITE 202 1SL.ANDIA, NY 11749 WWW.GRCHARCHITECTURE.COM (631)864-3395 December 6, 2021 Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold NY 11971 Attn. Michael Verity Chief Building Inspector and John J.Jarski Senior Building Inspector Re: Harvest Pointe, Cutchogue NY 11935 Unit 36 Permit NO.46073 Insulation A visual site inspection was performed on December 11t, 2021 to unit 36 to confirm batt insulation installed in walls and vaulted ceilings is in conformance with approved architectural documents.The wall insulation as installed is approved. Resp full submitted, 'CEREO ARC �\CO C,5SRT r,, y X C, C9 2-c Gle herveny, AIA, LEED AP Pri c pal '962381 Q T�OF NE�y A P 9 5 2022 GRCH ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH RC -Mit . rte+ y rpm SUITE 202 ISLANMA, NY 11749 W W W.GRCHARCHITECTURE.COM (631)864-3395 June 02,2021 Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold NY 11971 Attn. Michael Verity Chief Building Inspector and John J.Jarski Senior Building Inspector Re: Harvest Pointe, Cutchogue NY 11935 Unit 36—72 Millstone Lane Permit No.46073 First Foundation A visual site inspection was performed on June 151, 2021 to unit 36 foundation,wall and footing to confirm conformance to approv i e architectural documents.The foundation installation is approved as installed. spectfillly s ibmitted, (EFtED qh'C �CgERT Cy� /j � *. amu•, 7k a Gle erveny,AIA, LEED AP i. Pri ipal N DF NES �� A P91 - 5 2022 / GRCH ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH SUITE 202 1SLANDIA, NY 11749 W W W.GRCHARCHITECTURE.COM (631)864-3395 June 02, 2021 Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold NY 11971 Attn. Michael Verity Chief Building Inspector and John J.Jarski Senior Building Inspector Re: Harvest Pointe, Cutchogue NY 11935 Unit 36—72 Millstone Lane Permit No.46073 Damp Proofing I have performed a visual inspection of-foundation damp proofing to the above mentioned property for conformance with approved architectural documents. Please accept this letter certifying that the damp proofing as installed is acceptable. Resp tfully s bmitted, x\j-, ARC ��o�ERT cyF�'�i�� Glen Ch eny, AIA, LEED AP Princip FN2022 GRCH ARCHITECTURE PC 3750 EXPRESS )DRIVE SOUTH SUITE 202 ISLANDIA, NY 11749 W W W.GRCHARCHITECTURE.COM (631)884-3395 April 26, 2021 Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold, NY 11971 Att: Mr. Michael Verity Chief Building Inspector Re: Harvest Pointe at Cutchogue Screened in Rear Covered Porch Unit#36—Permit#46073 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. genCh submitted, 4% DAh'C,y� (j 0,5f-RT Cyd X C9 �< ny,AIALEEDAP r. .1 i i_. J '9�• 02381� yO�" APA - 5 2022 FFO SCOTT A. RUSSELL � �_�`�, MICHAEL M. COLLINS, P.E. SUPERVISOR `'' TOWN ENGINEER TOWN HALL - 53095 MAIN ROADTOWN OF SOUTHOLD,NEW YORK 11971 r rFax. (631)-765—9015 Tel. (63 1)-765—1560 � � �;r O%VN.S0QM0l.D.NY OFFICE OF THE ENGINEER TOWN OF SOUTHOLD Brian Cummings December 17, 2021 Planner Southold Town Planning Department 54375 Main Road Southold, New York 11971 Re: Harvest Pointe—Units 31-38 Chapter 236 Inspection Dear Mr. Cummings: I have inspected Harvest Pointe and determined that the developer has achieved final stabilization for the driveways and the front/side lawn areas of units 31-38. The rear lawn areas of these units have not achieved final stabilization but have been hydroseeded 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 eight (8) units at this time. If you have any questions concerning this review please do not hesitate to contact my office at (631) 765-1560. Sincerely, Michael M. Collins, P.E. Town Engineer cc: Michael Verity, Chief Building Inspector A P R - 5 2022 OFFICE LOCATION: - MAILING ADDRESS: Town Hall Annex S®U P.O.Box 1179 54375 State Route 25 ®� T�d/f� Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Southold,NY Telephone: 631765-1938 www.southoldtownny.gov PLAN !� G BOARD OFFICE TOWN OF SOUTHOLD December 22, 2021 Mr. Henry Alia Rimor Development LLC P.O. Box 908 Cutchogue, NY 11935 Re: Site Plan Inspection, Certificates of Occupancy Units #31-38 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# 31- 38 of the above- referenced Residential Site Plan, with exception of supplemental evergreen plantings required in the natural buffer behind these units, have been completed based on the site inspection made on December 13, 2021. These units and the supporting infrastructure on site are now in general conformance with the approved site plan dated September 26, 2017 and the Planning Board supports the issuance of a Certificate of Occupancy for these eight (8) units. The supplemental evergreen plantings are required to be planted in the natural buffer behind these units by April, 2022. Please note that there are many ongoing conditions of the site plan approval, with the most relevant to the occupancy of the residential units being no parking of vehicles, equipment, or dumpsters and no staging of materials on the internal streets being used by residents. These conditions will continue to be enforced. This letter does not condone any changes from the approved site plan and approvals from other agencies. Please call the Pla ning Departmentwithany questions. Respectfully, I , ... ✓ f tj P VVVV APR - 5 2022 Donald J. Wilcenski Chairman ;j; cc: Michael Verity, Chief Building Inspector Michael Collins, Town Engineer FIELD INSPECTION REPORT DATE C MMENTS X, o � SAL 0 FOUNDATION(1ST) Cl --------------------------- FOUNDATION ------ -FOUNDATION(2ND) O ROUGH FRAMING& PLUMBING • • 1 'r r� INSULATION PER N.Y. STATE ENERGY CODE FINAL ADDITIONAL COMMENTS . �( // o ori -aa C(� cam- -�- �� dr _ /)0 y z b O y TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT _-Do.you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 r 4 sets of Building.Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502' , Survey Southold town ny.gov - :f PERMITNO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 Single&Separate Truss Identification Form Storm-Water ssessment Form Contact: �ll'1�IrL bCY"A"Of�N7�u,l Approved � ,20 � �� ,gdk 90 Mail to: ' Disapproved a/c � � i/Q3F Phone: 6�� ' — �(6! J 'Expiration ,20 JB _ector 1�PPLICATION FOR BUILDING PERMIT - - OCT 1 ,, 202a ' Date lo 1 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building.Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shal l be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used.in,whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shalf'.expire if the workauthorized has not commenced within 12 months after the date of 'issuance"or has not,been completed within'18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in-the interim,the Building Inspector may authorize;=in writing;The extension of the permit for an addition six rrionths.•Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for•the issuance of:a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws, Ordinances or Regulations, for the construction of buildings,.additions,or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,.and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or nanie,if a corporation) (Mailing address of ap licant) State whether applicant is owner, lessee,'agent, architect, engineer, general contractor, electrician, plumber or builder C0W dZ,B.✓ Name of owner of premises Rltmo V, bzvdo LL (As on he tax roll or latest deed)' [f applicant is a'corpor i��s�natur o I4�a thxv officer I , (Name and title of corp ate officer) pp�- �( Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. L Location of land on which proposed work Will be done: House Number Street Hamlet Count Tax Ma No. 1000 Section ��+ •d +' ' Y P Block' • � . `� �,�� Lot; .� i " Subdivision r 0 1"&4t Filed Map No. `T� Lot 10 C�OPO q ?. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and.occupancy b. Intended use and occupancy co KC(O 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost � ®i V®® • 0 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor ..If garage,.nurnbe,r of.cars Cao 6. Ifbus iiess, com'mercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions-of existing structures, if any: Front Rear Depth Height' Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories l i m 11 8. Dimensions of entire new construction: Front �� . RearC1 Depth Height_1 Z V Number of Stories L 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES L, NO Will excess fill be removed from premises? YES NO �I/wm✓rJ!L��oP P.0 a1�o� � � .67e 14. Names of Owner of premises LSC. Address h� Phone No. Name of Architect —C—?,Cad Address --�S � 'q- WPhone No 8 � " 1'r Name of Contractor Serer.. 44 d&416� Address Phone.No. �--� 15) a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? "YES NO IF YES,SOUI'HOLD-TOWN TRUSTEES &D.E.C. PERMITS MAY BE RE RED. b. Is this property within 300 feet of a tidal wetland? * YES NO IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16.. Provide survey, to scale; with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at l0 feet or below, must provide topographical to on survey. 18. Are there any,covenants and restrictions with respect to this property? �` YES INTO K IF YES, PROVIDE A COPY. j�� yy� � STATE OF NEW YORK) SS: COUNTY OF ty r4�.-nJigcontract) I/a'_' being duly sworn, deposes and says.that(s)he is the applicant (Name of individual sabove named, (S)He is the (Contractbr,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 al statements contained in this application are true to the best of his knowledg nd belief; and that the work will be performed in the manner.set forth in the application filed therewith. Sworn to before;me this. ; ` day of, 20 No ry ubli PIRONE signature o A cant NOTARY PUBLIC,STATE OF NEW YORK Registration No. 01P16388308 Qualified in Suffolk County Commission Expires March 04, 2023 BUILDING DEPARTMENT-Electrical Inspector r TOWN OF SOUTHOLD;_ � Town Hall,Annex - 54375 Main Road - PO Box'1179 siC5 Southold, New York 11.971-0959: . F'``}' Telephone (631) 765-1802 - FAX (631) 765-9502 - � - rogerrl�southoldtownhy gov sea nddsoutholdtownhy.00v APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: Name: t _� t7S> i'Yl ern if: License No.: . Address: p: n Phone No.: y JOB SITE INFORMATION (All-information Required Name: : 7 .. lei U /address: - �„� `.pec ��o. : _ t l ; Cross:Street: >L Lc Phone No 1 email Bldg PrM # yle0'l3 � I c� Tax Map District. 1000 Seetlon: 01-D I bl Block BRIEF DESCRIPTION OF WORK:{ -Please Print Clearly) .Circle All That Apply: Is job ready fior inspection?: YES NO Rough In Final. Do you need a Temp Certificate?; E� O Issued On. . �-: '21 j Temp Inforr>r>iat�on; (All information required) "Service Slz'.:1 Ph Size: J,rC� -A #Meters Old Meter# ew Serv' - Fire Reconnect- Flood Reconnect-.Service Reconnected-underground - Overhead #tJndergroUnd Laterals.. '1 . .2. H:Frame Pole Work done on Service? Y N Additional Information - - PAYMENT DUE WITH APPLICATION PERMIT# Address: Switches Outlets ice"' l'r"` 5' GFI's Surface .1 ' 1 �. At Sconces HH's �' l` UC Lts Fans Fridge Exhaust Oven '. p� WAD /. DW ( Mini Smoke ffallrbor .: ,11__.. : .. IVlicro:.. _. Generator Combo rr Cod top Transfer" qC AH Hood Service f r mps Have' Used: ..Special:- Comments: . - Town Hall Annex Telephone(631){765-1802 54375 Main Road P.O- Box 1179 0 :c; Fax(631).765-9502 ' Southold, NY 11971-0959 ` mF r x BUILDING...-DE��,�. J! ' t E P,ARTIUI� T;t �i�. ! r 7 NOTICE bF>>UTILIZATION OF TRIA,§ TYPE CONSTRUCTION, PRE-ENGINEERED r ' WOOD"CONSTRUCTION kAND10R�TIfVIB R CONSTRUCTION Date: ' s , jre Locabon,of Property: Chi >� � "11, � :=1 5 Please';,'' otice that the{check a"ppltcable itr e): __ New commerc!ai or,re Ad'6ntl61 fracture _ Addition to exis#ing commerciat�pr residenffal-'astrucstttre • - ; 1 II '.Uf.A Rehabilitation to' n exlsttng'comrnercial ar'reslderttial structure 9n�, sz a pM=F - to be constructe0r performetl at tfe.subject roe re erence;,"aboue will uti(Ize (check app ab`ie" 7 , i Tru. typeconstruction (TT) - /t L Pre=engtn,6 [' d Wood construction (PW) µ 'timber c"0 s in the.foilowing location(s) (check appl�cab.;(e tine) a F1oor framing, including girders and beam (F) Roof framing ( { Floor and ro ra ing (F Signature: 41 , Name (p,erson,sub;mptting,this"form] Capacity (check applicable line): <• Owner, ''Owner representative • TrussReg15.dccx Effective 1!152015 \ i r .�y..x 1 n• 1 , t t i f N•.• L" f ��zS•7 r{ "^�.' L�f$��''x�ot Yi'r� 1�- �"�'�'1t�•t'"^"i:'�� I r�RS>��s�a� �i �i •..Fj i. .-t+'Zf�` .� x i i { t Z Wn j t tii,•� ♦yrt`. '.; �•r n'':t v.(Y.u;er`"��•, 7 r\ - tJ� .�. 1 r• r a(. -FJ� T S " ti 1 F � f : i` 11 rr t i .y��• y��T- ,`•,� t �; � 7,: ..fir, � t . r . x' ti 3t C r fi I r? a �:C �;{� ]� 1A /�I � t 7 YpM, 5 t!! •.2�tl:! �`S 1�� t� �"}Q ^� �t i - _ t p y$ t t r � v y OW , w - ...,� f ?i latowil r F ' � Vii • , i � � ] t fit ( 444 ` j c F� �TURE TRAIL, �:D EXISTING BUFFER AREA) . T 1 r Y , ////!'//f// 411, f � .fint p 28.75'` 9 :s �� p�h Y r 3£►, 35 12.1' 334: 3D3 y EN GIY 190 Y 4W�r kM `}i�t Ls b �'� r��y, �,,�1��`�� ..,. ;. .• --+}� _ ', �� MS�Y�Y .:. .....-- ��ik �.a, t �y Y.�:z _ r g,''... cif:" 1#; Y�l1 FLUSH BELGIUM 6°n ri I'm 5 n BLOCK DRT PWAY r � r,��11M1 DIVIDERS (SEE DETAIL) PROPOSED 5' PRO,,0 l4i; SIDEWALK (TYP.) ;"Al h .`i�IGfNI f'fir? �ol; �I7 9,4 4 1�AII�1�� t!ur gfiv A.• ..,A � io r 5{� k t I p' n $y Ike r y li "W Wt,,a ii4 tl� yra +tits ItY , Wt, t^1 1 1 p ¢ t, 1 t 5 4 u J.. l'Y t r 1 LA JUINly DEPARTMENT OF HEALTH SERVICES FFOR'OFFICEUSE ONLOFFICE OF WASTEWATER MANAGEMENT 360 YAPHANK AVENUE,SUITE 2C,'YAPHANK,NY 11980Department.Ref., (631)852-5700 OR HealthWWM@suffolkcountynygov APPLICATION TO PDATE AN EXISTING PERMIT TO CONSTRUCT SE WAGE WATER SUPPLY FACILITIES FOR A SINGLE FAMILY DWELLING SPOSAL AND REFER TO REVERSE SIDE OF THIS FORM FOR INSTRUCTIONS PLEASE COMPLETE APPLICABLE SECTIONS OF THIS FORM. ALL SIGNATURES MUST BE ORIGINAL. SECTION 1,° FOR ALL RENEWALS AND TRANSFER EXISTING REFERENCE NUMBER: RIO-17- C)C) Tax Map No• 1000 District Section Block Lot Nane,o Rlm f Current Applicant: r Development LLC 0 Te l# (631 735.9200 Mailing Address:Po'B6008;:Cutchogue, 'NY 1,1935 Email Address:teamalla% Email glnall.corn Name of Current Agent:Henry Alia Mailing Address:PO Box 908, Cutchogue, NY 11935 Tel#: f6 1) 67$2667 Email Address:teamalia65@gmall.com DATE OF ORIGINAL APPROVAL: 09/08/2017 *If more than 6 years old and SCDHS site inspections have not been MOMMINNIMMON rformed,a new application will,be re aired SECTION-2,,,JFOR TRANSFERS WITH PREVIOUS APPLICANT/AGENT PERMISSION Name of Previous Applicant/Agent: I hereby transfer all rights and interest in the above referenced permit to the TMA. ( ) _ P e new applicant named above; Signature of Previous Applicant/Agent: SECTION 3. FOR Date: TRANSFERS WITHOUT PREVIOUS APPLICANT/AGENT PERMISSION Name of Previous Applicant's Architect/Engineer/Surveyor: Tel#: ( ) I hereby authorize the above named current applicant to use the previous applicant's surve /site plan for this project prepared by me;for the purpose of transferring the above named reference number and its site design. Architect/Engineer/Surveyor's signature: g _ Date: SE.CTION`4' FOR ALL RENEWALS AND TRANSFERS r Application is hereby made to[ 1 TRANSFER,[/.RENEW(checka plictble) a permit to construct in accordance with this application,surveys and plans submitted. I hereby ce t I have e �ned�u�'cafiiplete application and the statements therein are true and correct,and that all work shall be done in co� ce w' false statement made herein is Punishable as a an r all applicable Town,County,State and Federal haws, -Any misd 4 ,q New York.State Penal Law." Signature of Current Applicant/Agent - FF1 n/V,8, Ciaa.fir4T rH� Print Name of Current Applicant/Agent '® C\ Z'0 eery Al Title Agent/Project Manager DEPARTMENT Pemut is Transfeixe,, new Until "` .. Number of Bedrooms Appoved: Signatpre.of,Departinent Re resentative: .. . p � 'Date /.r— Zo. ' WWM-104(Rev.02/12) Z U 5 ` Suffolk COUnDept. Of He � day T � Ulf 852-5754, 448 Hours M Acdvan . To Schedule an Cog(s). Y APPROVED IN ACCORDANCE WITH BOARD OF O M REVIEW DETERMINATION GATED Ir—.8- 17 � C15 z w 0 z W O SUME6t TO COVENA T$i1t ftmiCTICRS Lim_Z 0— z LLJ Z � PAGE 0 1 J 0 a- o ®o 1 cli W ��.. FFo Nr-iNEEWS CERT�IFICAT1Cia RE'ouiRED.` > W BBl1 IT PE. OR MA. CCRTIFIC,;.110 d � � � O co Fd 9�$7'AL[y1'►�'1��'�i e�?�s"� C�Psr-�e!"dBJ��'I�,'!1 � . � . � � � OFJ r Ka D.+fQ FOR FRNALIAPPROVAL, u Sysfe s 0.. O I-- z , . 3 0 , Suffolk County Department of Health Sem'ces S k''��-i, ►= Appaoval for Construction-Other Than Single F awily Reference No. C-10 —,0,64- 410/3 Design Flown / O PROJECT NO.: 00026 Uses _ _�� ' f DRAWN BY: KCK These plans have been reviewed for general conformance with Suffolh. County Department of Health Services standards, relating to water CHECKED BY: TFL supply and sewage disposal. Regardless of any omissions, DATE: inconsistencies or lack of detail, construction is required to bo in accordance with the attached permit conditions and applicable SCALE' AS NOTED standards,unless specifically waived by the Department.This approval FILE NO.: expires 3 years from the approval date,unless extended or renewed. CADD: 00026 SP Approval Date Reviewer SHEET NO.: ROybed plan Appruvod_ro y —Zva_o 1 U'r% F 5 S.C.D.H.S. APPROVAL 73 M/LNOTES: ,(\� THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO HE �./Tp 3 PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND HEREFORE ARE �y (� NE / / +- NOT INTENDED TO GUIDE HE ERECTION OF FENCES,RETAINING WALLS,POOLS, y co co (� �I/)�� UB Lq/\'C � PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. ca is r,W W SG PAVEMENT • Y` /C� / '1 IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, 0 9 � Q � ��++ s, PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY ® A$ SER / �m ;.I• PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED EL "® I W '` ViCE V`I \\ y'� �. PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY.IF -n 0 �� ill `� ® ` .13. / AN ITEM BEARING HE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,HE X n I ��R@ ��„ W - E =G jJ i 1 i ALTERING ENGINEER ORLAND SURVEYOR SHALL AFFIX TO HE ITEM HIS SEAL AND 6 ®�® C 0 ® WATER M W _ e / t 4i - HE NOTATION'ALTERED BY'FOLLOWED BY HIS SIGNATURE AND HE DATE OF SUCH A/ G ALTERATION,AND A SPECIFIC DESCRIPTION OF HE ALTERATION. �, P�1 Z O W W m Dlo ` 0p CURQ y'V GVR i Y U) m G o� `r a� SEAL OR EMBOSSED SEACOPIES OF THIS SURVEY L SHALLL NONOT T BE CONSIDING THE ERED TO BEAORS VALIDLUE INKED TRUE COPY. �9�' I W W @ @ (PP G9� �\ e� NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS .✓\ �1('� W FU w CURB i C"Y� ton, �'£,) Q OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED. v' - � -t�C > I 3> I ¢ ww N r,00Z m� 6�EG R iso s ® CO �� la. W (p;¢W W V GL �1 O �m N. � _,, UNDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED 70 F �W � CA � � �(n- w-o n CO¢ ww i'- o ® ww O ?��X01 M cy w>W Q� U O Q7' V I�Ni E� V AS TO ACCURACY,EXISTENCE,EXACT LOCATION,TYPE OR USE,ACTIVE OR INACTIVE. .: Z CO DI XIX ~- � 2 ((1Gm'- .!,. ✓ ELECTRIC AND GAS UTILITY LOCATION PROVIDED FROM PSEG DISTRIBUTION DESIGN `O �3 c I oo�oo W>ao �W o o�Q> O qpm �m m �'� "=G M m ELEC. I ~ m ZEE _(A m �W� �QyG� 13• '.-� GPS R ..�. ti PLAN DATED 7l21/16.LOCATION OFGAS AND UTILITY ISAPPROXIMATE AND LOCATED \11) -{ METER WIN.O.H. �0�m WIN.I.H.ELEC. U I N �� Ym X. 2¢W MESS r/� TYPICALLY IN HE SAME TRENCH.ACCURACY OF UTILITY IS NOT GUARANTEED NOR IS yq THERE ANY GUARANTEE THAT ALL EXISTING UTILITIES ARE SHOWN ON THIS MAP. �V ® ® M(pl ® C7 E - 13.0'0 u) METER wI �N. N' � 1is•5' \ 5� CONSULT WITH HE APPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR co (7V`I 2• D FURTHER DESIGN. e D ® •n L-G b�13.0'i. E 5 N \ p t� 18.5' o G - G 129 p 1$ o\ GE 33 w GAS 2.5' N 18.5' C2 p A r METER M I 2.5'Z,, GAS ��EG' �O \ GP \ PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE O I I I METER (ER rJ \ ^^ f� •.r y r'c 1 /j^ " :CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, d ,�2.5' I GARAGE 1 "' Me GPS t,2 \ �pGE \ \ 53 IA` �SO.IL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS t� i n,�` `O 3.3' I GARAGE I 2 5 �? c6R w \ GP \ I y + I \ I L PTHER THAN VISIBLE PERMANENT STRUCTURES. ' Cil 1 1 ME 25 �� ! �1 1 _'4 `>t '7 ✓ L_J I t Q ED 1 1 3.3' LP \ �• ^�,M4 ra y j lc6PYRIGHT0 NELSON 8 POPE,ENGINEERS AND SURVEYORS.ALLRIGHTS fU L'0. ( ® ^ 1-------L----1 ^ g 3 \ �C� ! r, tSERVD.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, QQQ///�JJJ ; 5.3' 2 STO R'�'FRAME 5.3' °' 2 S�OS(�ENG3 ON\�3a 2 D�' U APR _ �N.OR'6Y ANY COMPCO� ING OR BY UTER OR OTHER MEANS,Y OTHER YSTEM WIHOUT THE PRIOR WRITTEN SMnZED _ Ln 5 20 2 PERMISSION OF THE SURVEYOR. O ADDITIONAL IMPROVEMENTS AND/OR POSSESSION,IF ANY,NOT LOCATED,NOT s ' w RESIC,�ENCE 53 FZE FL.�3`'�1 O 2�, c CL Ge 2 0 G.FL.1=34.1 SO 35 F.FL.p 34.7 UNIT 36 c0 w UN\� w24 132 sHowN LO a.,,,.y..T Tp. �.-n ALL SANITARY PIPING 4"AND 6"SDR.35,TYPICAL. v, ,n 2.0';0 O a OSP a2 z 20' 1 F- Op 32� o- 143 NG• - N' DIP INV. DIP INV. 2.0'ari z GO 2� 3 GO { }. U 6 13.2' o b 31.81 1 31.81 iN �rO'cn .o J• 0 35" W 1A. r_ �-- a 10.9' 14.3' o o 13.2' m a s �'� b? 132 10• \Nv' 60323 N o 1 1 72 ((P °Ci s (� a 14.4' 9 . A• IPE s 1 G � CO.INV. CO.INV 11.0' 6 G�;L 01 -P.�\9�+ s / �- CONC. 31.71 31.65 ,� a GONG Wp a, ��1((1as Pi s � T CONC. N N CO PgT11d O' HARVEST POINTE HOME OWNERS 14.2' ran r' o � � � A �' wl C GO'Q7 � R'20 663 � � F 34.0' 6"SDR-35 w 14.2' A 1' �, P V 31• 35 ASSOCIATION DESIGNATION LINE `v PIPE,TYP,@ 0,38 1 \14 / = O w y - - INV ST-1 _ L)¢p S 38"24'20"E 513.85' CO IN M.H. INV s- s� s s_ s�30.21 s_ s_ s s- O CO IN M.H. w a ��DAVID A ®� W/CASTING INV. 29.7' 6"SDR-35 O INV. 50.2' 6"SDR-35 INV. W/CASTING AT GRADE 31.54 31.41 PIPE, O INV.31.54 TYP•@ 4.04% 30.20 PIPE,TYP.@ 3.29% 31.84 AT GRADE INV.31.85 d a 1 �Q OA ST-2 10'0 X 13' k �J �;'1; 'y Q:. DIo INV,08S DEEP L.P. 29.97 O IN OLP �- at 29.01 /1/,o 0502A3 06-15-2021 FOUNDATION LOCATION SANITARY AS-CONSTRUCTED SURVEY SANITARY SYSTEM AS-BUILT TABLE 10-27-2021 SANITARY AS-BUILT FOR UNITS 35, 36 & 37 STRUCTURE NAME I TIE A TIE B 12-01-2021 ADDED DRAINAGE, UNIT DESGNATION MAP OF UNITS#35-36-37 CONTROL MODULE ST-1 27.6' 31.3' BELECT.PANEL HARVEST POINTE CONDOMINIUM 2 FILE NO.:490 FILED September 28, 2020 ST-2-A 33.4' 37.0' SITUATED AT ST-2-B 3742' 41.2' CUTCHOGUE LP 48.6' 41.6' TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK S.C.T.M.DISTRICT 1000,SECTION 102.01.BLOCK 02.00,LOTS 009.000,010.000&011.000 HEALTH DEPARTMENT REFRENCE NUMBERS&AREA'S wPL N E L cS O N + ■pO P E UNIT No. HD REF No. HABITABLE AREA GARAGE AREA TOTAL GROSS FLOOR AREA engineers•architects•Surveyors 35 R10-17-0089 1,999 S.F. 408 S.F. 2,407 S.F. 70 Maxess Road,Melville,NY 11747. 631.427.5665. nelsonpope.com `36 _ R10='17Y990 1,999 S.F. 408 S.F. 2,407 S.F. INDIVIDUALSURVEYS I 37 R10.17-0091 1,599 S.F. 380 S.F. 1,979$.F. DRAWN BY: NP CADDNo.: 000261 SCALE: CHECKED BY: MS FILE NO,: SHEET NO.: 'I OF'I DATE: 12-06-2021 PROJECT NO.: 00026 1"=30' Ll Lpo'3 R=112.00' S 65°26'53"E L=29.79' S 40°52'38"E R=275.00' 49.54'L=77.85' 27.03' S38°23'13"E 62.34' S52°55'20"W I S 49°09'21"E S 24°33'07"W R=112.00' 19.24' 107.80' L=29.72' 238.82' R=410.00' _ S23°11'01"E 39.36' L=450.50' GRIFFING S38°24'18"E R=140.00' M'LLST STREET (L-�L VEST 96.29' L=37.19' 11z.0o' L R= R=112.00' ONE AN IN n HATE NE L'29'72 L=29.79' 3° SUB PAVEMENT 'N pO1N s2 �'°j F 24.79. .O S37°04'40"E j 95.00' =112.00' S38°24'18"E 481.91' S23°''01 E 31.69, R O I a L=29.75' R=140.00' W Z TOWN OF L=37.19' U a S53°37'34"E � _J ` DROP Q ,Lo ° ' " ' 51.14' S533734E 44.19 00 SOUTHOLD a) N N CURB a? to S38°25'23"E 56.40' 3 PROPOSED CURB _ to v 0 269.77'(ACTUAL) S37°04'40"E co v co n a Fn 13.0'r` 18.5' c n 1,.32.5' 1 a 18.5' U' I I GARAGE I 2.5:W 5m2.5' GARAGE 1 1 2.5'in sn 3.3' I 1 1 3.3'`0 1 1 5.3' FOUNDATION ONLY 5.3' cli [TOP OF FOUNDATION=34.6] OF M�7tj/ N 2:0, UNIT 35 i UNIT 36 2 0,4, V� �� ATF O� 2.0'ui �? 13.2' cn 1 rn car: Z � T-10 wo 14.3' i:2 14.4' w rn 13.2' 10.9' 11.0' C1 �O 05021 J� LAND NOTES: THE OFFSETS-_(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, 06-15-2021 FOUNDATION LOCATION PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. INDATIO.N AS-CONSTRUCTED SURVEY FOR IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW 146, PROFESSIONAL ENGINE RING AND LAND SURVEYING,ECTONL209, FOR ANY UNITS 35 - 36 UNIT DESIGNATION MAP OF PERSON,PROFESUNLESSSIONAL ENGINEER LAND DER SURVE SUECTIONRVEYOR, E ANIEMIN I HARVEST POINTE CONDOMINIUM 2 PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY.IF AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND FILE NO.:490 FILED SEPTEMBER ZS, ZOZO THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. SITUATED AT COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED CUTC HOGU E SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BEA VALID TRUE COPY. TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS S.C.T.M.DISTRICT 1000,SECTION 102.01,BLOCK 02.00,LOTS 009.000&010.000 OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED. PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE L NELSON + P O P E CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS OTHER THAN VISIBLE PERMANENT STRUCTURES. 7 engineers•architects•surveyors COPYRIGHT NELSON&POPE,ENGINEERS ANC�`6,URVEYORS.ALL RIGHTS RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, 70 MaXess Road,Melville,NY 11747. 631.427.5665.nelsonpope.com RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN ) INDIVIDUALSURVEYS PERMISSION OF THE SURVEYOR. I DRAWN BY: NP CADD No.: 00026_1 SCALE: THIS PLAN WAS PREPARED TO ASSIST IN OBTAINING FRAMING PERMITS FROM LOCAL I CHECKED BY: PE FILE NO: SHEET NO.: 'I OF MUNICIPALITIES AND IS NOT AUTHORIZED NOR GUARANTEED FOR ANY OTHER 1 =3D PURPOSE. DATE: 07-02-21 PROJECT NO. 00026 I R=1112'00' ' S 40°52'38"E S 65°26'53"E L=29.7 ' 27.03' R=275.00 49.54' S38°23'13"E 62.34- L=77.85' S52°55'20"W I S 49°09'21"E S 24°33'07"W R=112.00' 19.24' 107.80' L=29.72' 238'82 R=410.00' L=450.50' S23°11'01"E 39.36' GRIFFING S38°24'18"E R=140.00' STREET 3 -+�ti VEST 96.29' L=37.19' R-112.0V n,�' OINTE SNE �=29.,2 L=29.79' s S _0t Lq to P 2310 1 NE I&M LO S37°04'40"E j 95.00' R=112.00' S38°24'18"E 481.91' B B CU 24 T 91 823°11,0,SUB 43 PAVEMENT L=29.75' R=140.00' 2 RB = LU TOWN OF L=37.19, W O ❑t� DRO ��: ti\�/t? a J Z U cV S53°37'34"E x x ^(y P CURB II E) j �� [.� �V Cr�7 I N 51.14' S53°37'34"E 44.19' m m 0Dl v L• 2 �j O g I SOUTHOLD D 0 rn to S38°25'23"E 56.40' 3 w N B.B. CURB r: In ww v w cc l U fO � p p(� _ _ 269.77'(ACTUAL) v mj,a 3 nw¢w Dlo ®❑ AF,•( 5 2022 pp wwa0 rn wERD.0 x x S37°04'40"E ,.'L WIN. 0o�m v ooeom m m QMU w TER WIN.v~i WIN.O.H.ELEC. ON. y E r 'o3S "° GAS 13.0'o coMETER �I\N•� .r eI .7�.-7 n\„ . r METER v b a)13.0— GAS LEC' .5 18.5' (.,i C') E �y 12• Z Fw- Z,2.5' I a 18.5' 2.5'- METER MESE S Lo I w n GP 5 aC, Tn 2.5' I GARAGE (n �F' ME�EFt(3% fO 3.3' GARAGE I 1 2.5 i2 ZD 3.3' T r7,0 rn 5.3, Z----I ^ 2 STOR' FRAME 5.3' RES14ENCE N 53 � '31r F �2 0, UNIT 35 i UNIT 36 02 w UN�� 1 .n 2.0';n O� j N.D' z.0'(n H �❑ m 13.2' o o I N El� moo ZZ m 14.3' 13.2' m U G 13.. ' 14.4' n •o 0.q u 11.0 CONC. Co ONC. I a 0000- HARVEST ONG HARVEST POINTE HOME OWNERS R/O CONCRETE 142 141 C�yETE LINE ENCLOSURE R/O CONCRETE ASSOCIATION DESIGNATION _ _ _ _ _ ENCLOSURE _ FtI�N�OSURE _ - S 38°24'20"E 513.85' R=200.00' L=356.60' Dla NOTES: of THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE �O.` yopVIDP ®s� F12-01-2021 5-2021 FOUNDATION LOCATION FINAL SURVEY PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE ` ,c� f FENCES,RETAINING WALLS,POOLS, PLANTING NOT NAREAS,ADDIDED TO TIONS STO BUILDINGSE THE ANDON AND ANY OTHER CONSTRUCTION. � O� Tt• 7-2021 SANITARY AS-BUILT FOR UNITS 35 & 36 IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, (iJ ` (`i. ADDED DRAINAGE, UNIT DESIGNATION MAP O F PROFESSIONAL ENGINEERING AND LAND SURVEYING.SECTION 7209,FOR ANY JY a, - q�e Pry' ri. CONTROL MODULE PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED 0) �i :d ;r I (_� SELECT.PANEL HARVEST POINTE CONDOMINIUM 2 PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY.IF qK'� �• AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE 12-01-2021 FINAL SURVEY FILE NO.:490 FILED September 28, 2020 ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND rA "��` SITUATED AT THE R TATIION.AND ON ECIFIC DLLOWED BY HISHEALTURE AND THE DATE OF SUCH `�� CUTCHOGUE ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. ® COPIES EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK SEAL OR EA p I® S S.C.T.M.DISTRICT 1000,SECTION 102.01,BLOCK 02.00,LOTS 009.000&010.000 � /j 1 V LNELSON + POPE NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS ) 1 OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED. I PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE i' � (8/z ) ■� CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, j engineers•architects-Surveyors SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS f OTHER THAN VISIBLE PERMANENT STRUCTURES. COPYRIGHT()NELSON 8 POPE,ENGINEERS AND SURVEYORS.ALL RIGHTS 70 Maxess Road,Melville,NY 11747. 631.427.5665• nelsonpope.com RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, INDIVIDUALSURVEYS RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED ORTRANSMnTED DRAWN BY: NP CADD No.: 00026 IS SCALE: IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN PERMISSION OF THE SURVEYOR. CHECKED BY: MS FILE NO.: �+ V. SHEET NO.: 1 OF'I DATE: 12-06-2021 PROJECT NO.: 00026 "=30' r � s 35 +3�7 Q APPROVED AS NOTED DATE: - 3 B.P.# -- FEE: i PLUMBING WASTE NO.TIFLING )EPARTMEN AT . WATER LINES NEED 765-1802,8 AM TO ? FM FOR, THE ING':.BEt"ORE COVERING FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE TRUSS PLACARDING REQUIRED 2. ROUGH - FRAMINO". & PLUMBING 3. INSULATION 4. FINAL - CONSTR'J '�!M."- MUST ELECTRICAL. BE COMPLETE Fr)z7 ,.;.0. INSPECTION REOUIRED ALL CONSTRUCTICP: S;-z.ALL MEET THE REQUIREMENTS OF THE CODES OF NEW ;DO NOT PROCEED WITH YORK STATE. NOT RESPONSIBLE FOR ?FRAMING UNTIL SURVEY DESIGN OR CONSTRUCTION ERRORS. `0F:"F®UNDATION LOCATION HAS BEEN APPROVED. COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF Must provide Manuals _-T, r TIlMd z13A D, J and S as per �SOUTHOLD TOWN PLANNING BOARD NYS Energy Code :7� T TEES ® , . .DEC Slower door and ductwork OCCUPANCY OR testing required. USE IS UNLAWFUL All exterior lighting WITHOUT CERTIFICATE installed,replaced or repaired shall conform ,OF OCCUPANCY to chapter 172 of the Town Code RETAIN STORM WATER RUNOFF Fire separation PURSUANT TO CHAPTER 236 OF THE TOWN CODE, required as per NYS Code PLUMBER CERT/FICAT/ON ON LEAD CONTENT BEFORE CERTIFICATE OF'bCCOPANC SOLDER USED IN INA.TER SUPPL Y S:YS1`EM CANNOT EXCEED 2110 OF 1% L FA_ 07 ^ 1 PLANS ARE IN CONFORMANCE WITH THESE APPLICABLE CODES: R302.12 Draftstopping. In combustible construction where there is usable space both above and below the concealed space of a floor-ceiling assembly, Sec ion R316 Foam Plastic TABLE R405.1 ~ '`V R316.1 General. The rovisions of this section shall ovem the materials desi n a li i z draftstops shall be installed so that the area of the concealed space does not exceed 1,000 square feet. Draftstopping shall divide the concealed p g g , pp cat on, construction and installation of foam plastic materials. Properties of Soil Classified According to the Unified Soil Classification System W 2020 RESIDENTIAL CODE 0 F NEW YORK STATE space into approximately equal areas. Where the assembly is enclosed by a floor membrane above and a ceiling membrane below, draftstopping shall R316.2 Labeling and identification. Packages and containers of foam plastic insulation and foam plastic insulation components delivered to the job site shall bear 2 o UNIFIED SOIL VOLUME be provided in floor-ceiling assemblies under the following circumstances: the label of an approved agency showing the manufacturers name, the product listing, product identification and information sufficient to determine that the soil CLASSIFICATION � � 2 020 EXISTING BUILDING C 0 D E 0 F NEW YORK STATE end use will com I with the re uirements. GROUP SOIL DESCRIPTION DRAINAGE FROST HEAVE CHANGE 2. Floor framing is constructed of truss-type open-web or perforated members. PY q � sYSTEM POTENTIAL U R316.4 Thermal barrier. Unless otherwise allowed in Section R316.5, foam lastic shall be se arated from SYMBOL CHARACTERISTICS POTENTIAL EXPANSION 0 �� 2020 FIRE CODE OF NEW YORK STATE R 302.1.12.1 Materials. Draftstopping material shall be not less than 1/2 inch gypsum board, 3/8 inch wood structural panels. P P Gw WELL GRADED GRAVELS, GRAVEL SAND MIXTURES, Z V 2020 MECHANICAL CODE OF NEW YORK STATE the interior of a building by on approved thermal barrier of not less than % inch gypsum wallboard• LITTLE OR NO FINES GOOD LOW LOW R302.13 Fire rotection of floors. Floor assemblies that are not re uired elsewhere in this code to be fire-resistance rated, shall be rovided with a 1 2 inch R316.5.3 Attics. The thermal barrier specified in Section R 316.4 is not required where all of the following apply: GP POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES, 2020 PLUMBING CODE OF NEW YORK STATE P q P / G°°° `°W `°W o (V L_ LITTLE OR NO FINES gypsum wallboard membrane, 5/8 inch wood structural panel membrane, or equivalent on the underside of the floor framing member. 1. Attic access is required ly Section R8s of L•" o v = GROUP I SW WELL GRADED SANDS, OR GRAVELLY SANDS, I""' .�� ` 2020 PROPERTY MAINTENANCE CODE OF NEW YORK STATE AND NEPA 70 2. The space is entered only for purposes of repairs or maintenance. LnTLE OR NO FINES G°DD L°w L°W e� ,� Exceptions: 3. The foam plastic insulation has been tested in accordance with Section R316.6 or the foam plastic insulation is protected against ignition using 3/8 inch SP POORLY GRADED SANDS, OR GRAVELLY SANDS, •r_N 20 2 0 NEW YORK STATE ENERGY CO N S E RVATI 0 N C 0 N STR U CTI O N C 0 D E- 4. Wood floor assemblies using dimension lumber or structural composite lumber equal to or greater than 2 inch by 10 inch. gypsum board. LnTLE OR NO FINES GOOD LOw LOW W ,� p N R316.5.11 Sill lates and headers. Foam lastic shall be a itted to be s ra a lied to sill lates and headers or installed in the rimeter joists ace without the GM SILTY GRAVELS, GRAVEL SAND SILT MIXTURES MEDIUM LOw y 2 Z _ P P P P Y PP P Pe J P CO � RESIDENTIAL PROVISIONS Section R303 thermal barrier specified in Section R316.4 subject o all of the following: Sti' SILTY SAND, SAND SILT MIXTURES GOOD MEDIUM LOW Z U § � 5 C) X�� M Light, Ventilation and Heating 1. The thickness of the foam plastic shall be not ore than 3y inch. ac CLAYEY eRAVELs, GRAVEL SAND CLAY MIXTURES MEDIUM MEDIUM Low 0 Q W e M R303.1 Habitable rooms. Habitable rooms shall have an a re ate lazin area of not less than 8 ercent of the floor area of such rooms. 2. The density of the foam plastic shall be in the range of 0.5 and 2.0 pounds per cubic foot. sc CLAYEY SANDS, SAND CLAY MIXTURES MEDIUM MEDIUM LOW U o ti 4 SECTION R101 99 9 9 9 P = fl- 00 3. The foam plastic shall have a flame spread inde�C of 25 or less and an accompanying smoke developed index of 450 or less when tested in accordance � ML INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR, GENERAL Exceptions: ❑ M o-o with ASTM E 84 or UL 723. SILTY OR CLAYEY FIND SANDS OR CLAYEY SILTS WITH MEDIUM HIGH LOW U 1. The glazed areas need not be operable where the opening is not required by Section R310 and a whole-house mechanical ventilation system is GROUP 2 R101.2 The provisions of the 2020 Residential Code of NYS for One and Two Family Dwellings shall apply to the construction, alteration, movement, enlargement, installed in accordance with Section M1507. sLIGHF LOW TOITY W m Section R317 Protection of Wood and Wood-Based Products ainst DeCO CL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, v replacement, repair, equipment, use and occupancy, location, removal and demolition of detached one and two family dwellings and townhouses not more 2. The glazed areas need not be installed in rooms where Exception 1 is satisfied and artificial light is provided that is capable of producing an A9 Y GRAVELLY CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN MEDIUM MEDIUM MEDIUM (D 2 than three stories above grade plane in height with a separate means of egress and their accessory structures not more than three stories above grade average illumination of 6 footcandles (65 lux) over the area of the room at a height of 30 inches above the floor level. R317 All sills and plates on exterior foundation wall to bei pressure preservatively treated in accordance with AWPA U1. CLAYS TO LOw a plane in height. R303.8 Exterior stairway illumination. Exterior stairways shall be provided with an artificial light source located at the top landing of the stairway. Exterior Foundation wood girders: wood girders seated in exterior foundation walls to have min. 1/2 inch air space all sides or ends wrapped with aluminum stairways providing access to a basement from the outdoor grade level shall be provided with an artificial light source located at the bottom landing flashing. of the stairway. R317.1 Location required. Protection of woad and wood-based products from decay shall be provided in the following locations by the use of naturally durable wood R404.1.6 Height above finished grade. Concrete and masonry foundation walls shall extend above the finished grade adjacent to the foundation at all points or wood that is preservative-treated in accordance (with AWPA U1 for the species, product, preservative and end use. a minimum of 4 inches where masonry veneer is used and a minimum of 6 inches elsewhere. R202 Definitions: Section R305 R317.1.1. Field treatment. Feld-cut ends, notches, and drilled holes of preservative-treated wood shall be treated in the field in accordance with AWPA M4. R404.1.7 Backfill placement. Backfill shall not be placed against the wall until the wall has sufficient strength and has been anchored to the floor above, or Continuous Insulation: Insulating material that ii continuous across all structural members without thermal bridges other that fasteners and service openings. R317.3 Fasteners and connectors in contact with preservative treated and fire retardant treated wood. Fasteners, including nuts and washers, and connectors in has been sufficiently braced to prevent damage by the back fill where the unbalanced height of fill exceeds 4 feet. It is installed in the interior or exterior or is integral to any opaque surface of the building envelope. Ceiling Height contact with preservative treated wood and fire retardant treated wood shall be in accordance with this section. The coating weights for zinc coated Section R405 Foundation Drains e Z Mezzanine: An intermediate level or levels between the floor and ceiling of any story. R305.1 Minimum height. Minimum ceiling heights of 7'-0' in habitable rooms. Minimum ceiling heights of 6'-8" in bathrooms, toilet rooms & laundry rooms. fasteners shall be in accordance with ASTM A 153. Stainless steel driven fasteners shall e ' 9 0 Windborne Debris Region: Areas within hurricane-prone regions located within 1 mile of the coastal mean high water line where the ultimate design wind Exceptions: b In accordance with the material requirements of ASTM F 1667. R405.1 Concrete or masonry foundations. Drains shall be provided around concrete or masonry foundations that retain earth and enclose habitable or 0 s eed Vult is 130 m h or reater. 2. A shower or tub a ui ed with a showerhead shall have a ceilin het ht of not less than 6 feet 8 inches above an area of not less than 30 usable spaces locnted below grade. Drainage tiles, gravel or crushed stone drains, perforated pipe or other approved systems or materials shall be U P ( ) P 9 q PP 9 9 R 319.1 Address identification. Buildings shall be provided with approved address identification. The address identification shall be legible and placed in a position installed at'or below the top of footing or below the bottom of the slab and shall discharge by gravity or mechanical means into an approved � inches by 3 i inches c the sther obstr that is visible from the street or road fronting the roperty. Address identification characters shall contrast with their background. Address numbers shall drainage system. � tion 301.1 the followin standards are ermitted subject to the limitations of this code 3. Beams irders ducts or other obstructions in basements containin habitable s ace shall be ermitted to ro'ect to within 6 feet 4 inches of the R301.1.1 Alternative provisions. As an alternative to the requirements in Sec R g p 1 � 9 � 9 P P P 1 be Arabic numbers or alphabetical letters. Numbers shall not be spelled out. Each character shall be not less than 4 inches in height with a stroke with Exception: 'A drainage system is not required where the foundation is installed on well drained round or sand travel mixture with soils accordi � ildin Code. finished floor. 9 9 ng fn and the limitations therein. Where engineered design is used in conjunction with these standards, the design shall comply with the Bu g of not less than 0.5 inch. Where required by the fire code official, address identification shall be provided in additional approved locations to facilitate to the unified Soil Classification System, Group I Soils, as detailed in Table R405.1. 1. AWC Wood Frame Construction Manual WFCM. 2015 EDITION R308.4 Hazardous locations. The locations specified in Sections R308.4.1 through R308.4.7 shall be considered to be specific hazardous locations for the emer en res onse. Where access is b means of a rivate road and the buildin address cannot be viewed from the ublic w a monument ole or Z ( ) ( ) 9 cY P Y P 9 P aY� . P purposes of glazing. other sign or means shall be used to identify the structure. Address identification shall be maintained. 0 R301.1.3 En ineered desi n. Where a buildin otherwise conventional construction contains structural elements exceeding the limits of Section R301 or otherwise not R308.4.2 Glazing Adjacent to doors. Glazing in an individual fixed or operable panel adjacent to a door shall be considered to be a hazardous location where Section R406 Foundation Waterproofing and Dompproofing U 9 9 9 the bottom ex osed ed a of the lazin is less than 60 inches above the floor. R406.1 Concrete and masonry foundation dampproofing. Except where required to be waterproofed, foundation walls that retain earth and enclose interior W n such desi n need onl P 9 9 9 conforming to this code, these elements shall be designed in accordance with accepted engineering practice. The exte t of g y Section R32 Elevators and Platform Lifts spaces and floors below grade shall be dampproofed from the higher of (a) the top of the footing or (b) 6 inches below the top of the basement O demonstrate com liance of nonconventional elements with other applicable provisions and shall be compatible with the performance of the conventional framed 1. Where the glazing is within 24 inches of e'Ither side of the door in the plane of the door in a closed position. p R 321.1 Elevators. Where provided, passenger elevators, limi ed use and limited application elevators or private residence elevators shall comply with ASME A17.1/CSA floor to the finished grade using a bituminous coating. LL. system. Engineered design in accordance with the International Building Code is permitted for buildings and structures, and parts thereof, included in the 2. Where the glazing is on a wall less than 180 degrees from the plane of the door in a closed position and within 24 inches of the hinge side of 844 F- scope of this code. an in-swinging door. Re 321.2 Platform Lifts. Where provided, platform lifts shall comply with ASME A18.1. R406.3.3 Porous FlII. The snot° 0 ` ' J R308.4.6 Glazing adjacent to stairs and ramps. Glazing where the bottom exposed edge of the glazing is less than 36 inches above the plane of the adjacent between the excavation and the foundation wall shall be backfilled with porous fill up to a height of one-half of the backfill) Z onstructed in accordance with the wind rovisions of this code usin the ultimate desi n wind walking surface of stairways, landings between flights of stairs and ramps shall be considered to be a hazardous location. heioght and covered with strips of 30 pound asphalt paper or 6 MIL polyethylene to permit water seepage while avoiding infiltration of fine soils. T R301.2.1 Wind design criteria. Buildings and portions thereof shall be c p 9 9 Section R322 Flood Resistant Construction The remainder of excavated area shall be backfilled with the same type of soil as was removed during excavation. ❑ � V J speed in Table R301.2(2) as determined from Figure R301.2(5)B. Exceptions: R 322.1 General. Buildings and structures constructed in whole or in part in flood hazard areas, including A or V Zones and Coastal A Zones, as established in Table 1. Glazing adjacent to walking surface and rail is installed 34"-38" above landing. R301.2(1), and substantial improvement and repair of substantial damage of buildings and structures in floor hazard areas, shall be desi ned and R408.1 Ventilation. Crawl space vents: Provide 1 s.f. of ventin er 150 s.f. of floor area unless round surface is covered b a class one va or retarder 9 9P 9 Y P W R301.2.1.2 Protection of openings: Window glazing in windborne debris regions shall be protected to meet the requirements of the large missile test of ASTM E1996 & 2. Glazing 36 inches or more measured horizontally from the walking surface. constructed in accordance with the provisions contained in this section. Buildings and structures that are located in more than one flood hazard area shall material. If this retarder material is used, provide 1 s.f. of ventin er 1500 s.f. floor area. Install vents within 3 feet of each comer of ASTM E1886 per section 301.2.1.2.1. Garage door glazing shall meet impact-resisting standards or ANSI/DASMA 115. 9 P E"'� comply with the provisions associated with the most'restrictive flood hazard area. Buildings and structures located in whole or in part in identified foundation. Exception: Wood structural panels with a thickness of not less than 7/16" and span not more than 8�-0" shall be permitted for opening protection. Panels Section R310 Emergency Escape and Rescue Openings floodways shall be designed and constructed in accordance with ASCE 24. R408.4 Crawl space access panel to be min. 18" by 24'. Openings through perimeter wall shall be not less than 16' b 24". shall be recut and attached to the framin surroundin thea enin . Panels shall be redrilled and secured with the attachment hardware rovided. y � � � p g g p g p p UNFINISHED BASEMENTS IN A SINGLE FAMILY HOME & IN EACH TOWNHOUSE UNIT BASEMENT, ARE REQUIRED TO HAVE AT LEAST ONE EMERGENCY ESCAPE R 322.1.5 Lowest floor. The lowest floor shall be the lowest floor of the lowest enclosed area, including basement, and excluding any unfinished flood-resistant AND RESCUE OPENING PER SECTION R310. (Egress window & window well) enclosure that is useable solely for vehicle parking, 'building access or limited storage provided that such enclosure is not built so as to render the building R502.2.2 Blocking and subtlooring. Blocking for fastening panel edges or fixtures shall be a minimum of utility grade lumber. Subflooring shall be wood �� R310.1 Eme enc esca a and rescue o enin re uired. Basement shall have not less than one o erable emer enc esca a and rescue o enin . or structure in violation of this section. TABLE R301.2 1 � y P P 9 q P 9 Y P P 9 structural panels as specified in Section 503.2. Fireblocking shall be of any grade lumber. ( ) R310.2.1 Minimum o enin area. Emer en and esca a rescue o nin s shall have a net clear o enin of not less than 5.7 s uare feet. The net clear R 322.1.6 Protection of mechanical, plumbing and electrical systems. Electrical systems, equipment and components; heating, ventilating, air conditioning; plumbing CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA P 9 9 cY P Pe 9 P 9 q R502.4 Joists under bearing partitions: Provide 2x full depth blocking ® 48" o.c. max. where beam is not located under wall to allow for piping or vents. height opening shall be not less than 24 inches and the net clear width shall be not less than 20 inches. appliances and plumbing fixtures; duct systems; and other service equipment shall be located at or above the elevation required in Section R322.2 or .". GROUND Wind Design SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER Air Mean R310.2.2 Window sill het ht. Where a window is rovided as the emer en esca and rescue o nin , it shall have a sill height of not more than 44 inches R322.3. R502.6 The ends of each joist, beam or girder shall have not less than 1 1/2 inches of beariYg on wood or metal and not less than 3 inches of bearing ^ , T FLOOD 9 P 9 cY Pe Pe 9 on masonry or concrete or alternatively, the ends of joist shall be supported on a 1x4 ribbon strip and shall be nailed to adjacent stud. ~ ^ 1q SNOW SPEED To o ra hits) S ecial Wind DESIGN FROST LINE DESIGN REQUIRED NT Freezing Annual above the floor, where the sill het ht is below rade, it shall be provided with a window well in accordance with Section R310.2.3. Exception: Locating electrical systems, equipment a d components; heating, ventilating, air conditioning; plumbing appliances and plumbing fixtures; duct W p g p P TERMITE DECAY TEMP REQUIRED HAZARDS Index Tem 9 9 i n R502.7 Lateral restraint at su rts. Joists shall be su orted lateral at ends b ull e t i LOAD (mph) Effects Wlnd bourne CATEGORY WEATHERING DEPTH P R310.2.3 Window wells. The horizontal area of the window well shall be not less than 9 s uare feet with a horizontal ro'ection and width of not less than 36 systems; and other service equpme t Is permitted Below the elevation required in Section R322.2 or R322.3 provided that they are designed and installed to PPo PP Iy y f d ph sold blocking or by attachmlent to band or rim joist. cn q P J prevent water from entering or accumulating within the components and to resist hydrostatic and hydrodynamic loads and stresses, including the effects of R502.8.2 Engineered wood products. Cuts, notches and hales bored in trusses, structural composite lumber, structural glue-laminated members, 0 Region Debris inches. The area of the window well shall allow the emergency escape and rescue opening to be fully opened. buo arc , Burin the occurrence of floodin to the Desi n flood elevation in accordance with ASCE24. Electrical wirin ems are ermined to be located c - - - zone R310.2.3.1 Ladder and steps. Window wells with a vertical depth greater than 44 inches shall be equipped with a permanently affixed ladder or steps usable with y y 9 9 9 9 P ross laminated timber members or I joists are prohibited except where permitted by the manufacturers recommendations or as shown on these m /'1 r �''� below the required elevation provided that they conform to the provisions of the electrical part of this code for wet locations. drawings. C ) Q. MODERATE SLIGHT TO 10 the window in the fully open position. Ladders or rungs shall have an inside width of not less than 12 inches, shall project not less than 3 inches � 20 140 NO (B) SEVERE 36" TO HEAVY MODERATE De rees Yes X 1500 from the wall and shall be s aced not more than 18 inches on center vertical) for the full het ht of the window well. R 322.1.7 Protection of water supply and sanitary sewage systems. New and replacement water supply systems shall be designed to minimize or eliminate infiltration R502.11.1 Wood Truss Design. Wood trusses shall be designed in accordance with approved engineering practice & be prepared by a registered truss design ❑ g P Y 9 of flood waters into the system in accordance with 'the plumbing provisions of this code. professional where required by the statues of the jurisdiction in which the project is to be constructed. O R310.2.3.2 Drainage. Window wells shall be designed for proper drainage by connecting to the buildings foundation drainage system required by Section R405.1 � or by an approved alternative method. R 322.1.8 Flood-resistant materials. Building materials and installation methods used for flooring and interior and exterior walls and wall coverings below the elevation required in Section R322.2 or R322.3 shall be flood'damage-resistant materials that conform to the provisions of FEMA TB-2. R301.2.1.4 Exposure category. Exception: A drainage system for window wells is not required where the foundation is on well-drained soil or sand-gravel mixture soils in accordance � Section R506 Concrete Floors (On Ground) !''!!!�"'��"'""��'� R 322.2.2 Enclosed area below design flood elevation. Enclose areas, including crawl spaces, that are below the 1. Exposure B. Urban and suburban areas, wooded areas or other terrain with numerous closely spaced obstructions having the size of single family dwellings with the United Soil Classification System, Group I soils, as detailed in Table R405.1. R506.1 Concrete slab on grades to be min 3-1/2 inches thick. design flood elevation shall: U or larger. Exposure 8 shall be assumed unless the site meets the definition of another exposure. R311.6 Hallways: min. 36 clear width. � R506.2.2 Base. A 4 inch thick base course consisting of clean graded sand, gravel, crushed stone, crushed concrete or crushed blast-furnace slag passing 2. Exposure C. Open terrain with scattered obstructions having a height less than 30 feet extending more than 1500 feet. Exposure D extends downwind R311.7 Stairways 1. Be used solely for parking of vehicles, building a cess or storage. a 2-inch sieve shall be placed on the prepared subgrade where the slab is below grade. (A 2. Be provided with flood openings that meet the following criteria and are installed in accordance with Section R322.2.2.1: � 600 feet from the partially obstructed area. Includes flat open country and grassland. R311.7.1 Width. Stairways shall be not less than 36 inches in clear width at all paints above the permitted handrail height and below the required headroom Exception: Abase course is not required where the concrete slab is installed on well-drained or sand-gravel mixture soils classified as Group I � 2.1 The total net area of non-egineered openings shall be not less than 1 square inch for each square foot of enclosed area where the enclosed area accordin to the United Soil Classification S stem in accordance with Table R405.1. 3. Exposure D. Flat, unobstructed areas exposed to wind flowing over open water for a distance of not less ton 5000 feet. Exposure D extends downwind 600 height. The clear width of the stairway at and below the handrail height, including treads and landings, shall be not less than 31 % inches where a 9 Y Q is measured on the exterior of the enclosure walls. F- feet from the unobstructed area. handrail is installed on one side of 27 inches where handrails are provided on both sides. R506.2.3 Vapor retarder. A 6-mil (0.006 inch) polyethylene or approved vapor retarder with joints lapped not less than 6 inches shall be placed between � R 322.2.2.1 Installation of openings. The walls of enclosed areas shall have openings installed such that: the concrete floor slab and the base course or the re ared sub rade where no base course exists. The va r retarder is not re uired for Gara es R311.7.2 Headroom. The headroom in stairways shall be not less than 6 feet 8 inches. P P 9 Po q � 9 � � R301.3 Sto Hei ht. The wind rovisions of this code shall a I to buildin s with sto het hts not exceedin 11 feet 7 inches and the lateral) unsu orted 1. There shall be not less than two openings on different sides of each enclosed area; if a building has more than one enclosed area below the design °tiutility buildings and other unheated accessory structures. Z U FY 9 P PPY 9 ry 9 9 Y PP R311.7.3 Vertical rise. A flight of stairs shall not have a vertical rise larder than 151 inches (12.58) between floor levels or landings. flood elevation, each area shall have openings. bearing wall stud height permitted by Table R602.3(5). Individual walls or wall studs shall be permitted to exceed these limits as permitted by Chapter 6 R311.7.5.1 Risers. The riser height shall be not more than 8 1/4 per supplement. W provisions, provided that story heights are not exceeded. An engineered design shall be provided for the wall or wall framing members where the limits of 2. The bottom of each opening shall be not more an 1 foot above the higher of the final interior grade or floor and the finished exterior grade Cha ter 6 are exceeded. Where the sto het ht limits of this section are exceeded, the design of the building, or the noncompliant portions thereof, to R311.7.5.2 Treads. The tread depth shall be not less than 9 inches per supplement. immediately under each opening. Section Rl b Wood Wall Framing Z) p ry g � R602.3 Design and construction. Components of exterior walls shall be fastened in accordance with Tables R602.3(1) through R602.3(4). Wall sheathing resist wind loads shall be in accordance with the Buildin Code. R311.7.5.3 Nosings. A nosing projection not less than 3/4 inch and not more than 1 X inches shall be provided on stairways with solid risers. 3. Openings shall be permitted to be installed in dors and windows; doors and windows without installed openings do not meet the requirements of this U 9 shall be fastened directly to framing members and shall confirm to the requirements of Table R602.3(3). R311.7.8 Handrails shall be provided on not less than one side of each flight of stairs with four or more risers. section. Q R302.2 Townhouses. Common walls separating townhouses shall be assigned a fire-resistance rating in accordance with Section R302.2, Item 1 or 2. The common R311.7.8.4 Continuity. Handrails for stairways shall be continuous for the full length of the flight with winders, at landings, or over lowest tread. R 322.3 Coastal high-hazard areas (including V Zones and Coastal A Zones, where designated) Elevation requirements. wall shared by two townhouses shall be constructed without plumbing or mechanical equipment, ducts or vents in the cavity of the common wall. The wall Exceptions: 1. Buildings and structures erected within coastal high-hazard areas and coastal A Zones, shall be elevated so that the bottom of the lowest horizontal shall be rated for fire exposure from bath sides and shall extend to and be tight against exterior walls and the underside of the roof sheathing. Electrical 1. Handrails shall be permitted to be interrupted by a newel post at the tum. structural members supporting the lowest floor, with II exception of pling, pile caps, columns, grade beams and bracing, is elevated to or above the base installations shall be in accordance with Chapters 34 through 43, Penetrations of the membrane of common walls for electrical outlet boxes shall be in R311.7.10.1 Spiral Stairways. Spiral stairways are permitted provided that the clear with at and below the handral is not less than 26 inches and the walkline floor elevation plus 1 foot or the design flood elevation, whichever is higher. TABLE R602.3(l) FASTENING SCHEDULE accordance with Section R302.4. radius is not greater than 24� inches. Each tread shall have a depth of not less than q inches at the wafkline. All treads shall be identical, and the 2. Basement floors that are below grade on all sides are prohibited.R 322.3.3Foundations. Buildings and structures erected in coastal high-hazard areas DISCRIPTION FASTENING (a,b,c,d) IY1�E 1. Where a fire sprinkler system in accordance with Section P2904 is provided, the common wall shall be not less than a 1-hour fire-resistance-rated wall and Coastal A Zones shall be supported on pilings or columns. assembly tested in accordance with ASTM E 119 or UL 263. rise shall not be more than 9� inches. Headroom shall not be less than 6 feet 6 inches. 2. Where a fire sprinkler system in accordance with Section P2904 is not provided, the common wall shall be not less than a 2-hour-resistance-rated wall R 311.8 Ramps. 1. BLOCKING BLZYVEEN JOISTS OR RAFTERS TO TOP PLATE THREE 8D COMMON. TOE NAIL Section R325 Mezzanines R 311. .1 x ore than n' TOP P assemb tested in accordance with ASTM E 119, UL 263, or section 703.3 of the Buildin Code. 8 Ma (mum slope. Ramps serving the egress door required by Section R 311.2 shall have a slope of not m 1 u It vertical in 12 units 2. CEILING JOISTS T, LATE THREE 8D COMMON. TOE NAIL y 9 R 325.2 Mezzanines. The clear height above and below mez anine floor construction shall be not less than 7 feet. Habitable attics shall comply with section R325.6 horizontal (8.3 percent slope). All other ramps shall have a maximum slop of 1 unit vertical in 8 units horizontal (12.5 percent). Exception: 3. CEILING JOISTS NOT ATTCHED TO RAFTER , Where it is technically infeasible to comply because of site constraints, ramps shall have a slope of not more than 1 unit vertical in 8 units R 325.3 Area limitation. The aggregate area of a mezzanine br mezzanines shall be not greater than one-third of the floor area of the room or space in which ( ) LAPS THREE 16D COMMON FACE NAIL TABLE R302.1(1) they are located, The enclosed portion of a room shall not be included in a determination of the floor area of the room in which the mezzanine is OVER PARTITIONS EXTERIOR WALLS horizontal (12.5 percent). ti ti OD � MINIMUM MINIMUM FIRE R 312.1 Guardrails: Porches, balconies, and stair landings 30' above floor or grade to be installed with 36" high railings, balusters not to allow passage of a located. 4. CEILING JOIST TO PARALLEL RAFTERS + LAPS TABLE R802.5.1(9) FACE NAIL ¢ N N ori• ai -: N N `,° R 325.4 Means of egress. The means of egress for mezzan nes shall comply with the applicable provisions of Section R311. 5. COLLAR TIE TO RAFTERS o N N ri cn ai ri u� EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE sphere 4 inches or more in diameter. THREE 10D EACH FACE NAIL R 325.5 Openness. Mezzanines shall be open and unobstructed to the room in which they are located except for walls not more than 36 inches in height, columns FIRE-RESISTANCE RATED 1 HOUR 0 feet R 312.2.1 Window sills. In dwelling units, where the top of the sill of an operable window opening is located less than 24 inches above the finished floor and and posts. 6. RAFTER OR ROOF TRUSS TO PLATE THREE 10D COMMON 2 ON SIDE + 1 ON OTHER TOE NAIL WALLS NOT FIRE-RESISTANCE RATED o HOURS >5 feet greater than 72 inches above the finished grade or the other surface below on the exterior of the building, the operable window shall comply with one Exceptions: 77.ROS RAFTERS TO RIDGE, VALLEY OR HIP THREE 10D COMMON. TOE NAIL PROJECTIONS FIRE-RESISTANCE RATED 1 HOUR ON THE UNDERSIDE >2 feet to <5 feet of the following: 1. Operable windows with opening that will not allow a 4 inch diameter sphere to pass through the opening where the opening is in its largest opened 1. Mezzanines or portions thereof ore not required to be open to the room in which they are located, provided that the aggregate floor area of the TWO 16D COMMON. END NAIL TABLE R302.1(2) osition. enclosed space is not greater than 10 percent of the mezzanine area. 8. STUD TO STUD NO AT BWP P ( ) 16D COMMON AT 24"O.C. FACE NAIL EXTERIOR WALLS- DWELLINGS WITH FIRE SPRINKLERS 2. In buildings that are not more than two stories above grade plane and equipped throughout with an automatic sprinkler system in accordance with 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F 2090. i 9. STUD TO STUD (AT BRACED WALL PANEL MINIMUM MINIMUM FIRE 3. 0 rable windows that are rovided with window o enin control devices that com I with Section R312.2.2. Section R313, a mezzanine shall not be required to�be open to the room in which the mezzanine is located. ) 16D COMMON AT 16"O.C. FACE NAIL Pe P P 9 PY 10. BUILT UP HEADER, TWO PIECES 16D COMMON AT 16"O.C. ALONG EACH EDGE FACE NAIL " EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE R312.2.2 Window opening and control devices. Window opening control devices shall comply with ASTM F 2090. The window opening control device, after R401.4.1 In lieu of a complete geotechnical evaluation footing§ shall be placed on rock, sand gravel and/or gravel, sand, silty sand, clayey sand, silty gravel or 11. CONTINUOUS HEADER Pe 9 Y Pe P 9 clayey gravel with a presumptive design load bearing' value of 2,000 PSF. Do not place footings on soil that consists primarily of clay or silt or have TO STUD FOUR 8D COMMON. TOE NAIL FIRE-REsisTANCE RATED 1 HouR 0 feet o ration to release the control device allowin the window to full o n, shall not reduce the net clear o enin area of the window unit to less than Tri z cn v7 � WALLS 12. TOP PLATES TO TOP PLATE z z Z O z Z Z m ' 6 NOT FIRE-RESISTANCE RATED o HouRs 3 feet the area required by Section R310.2.1. any inorganic material or fill. 16D COMMON ® 16"0/C FACE NAIL O_ O O_ F o O_ Z TABLE R402.2 Concrete: A 28 day minimum compressive strength)(f�c) is required at the following locations: 13. DOUBLE TOP PLATES SPLICE 8-16D COMMON FACE NAIL v � > �5 a g > j R302.2.3 Continuity. The fire-resistance-rated wall or assembly separating townhouses shall be continuous from the foundation to the underside of the roof sheathing, Section R313 Automatic Fire Sprinkler Systems 2. Basement walls exposed to weather. 3000 psi plus 5 to 7% air entrainment ON EACH SIDE OF END JOINT (24'MIN LAP SPICE � w W � � Cu � o_ O o R313.1 Townhouse automatic fire s rinkler s stems. Townhouses havin a het ht of three stories above rade lane shall be e ui ment throw hout with an LENGTH EACH SIDE OF END JOI of M W U U U deck or slab. The fire-resistance rating shall extend the full length of the wall or assembly, including wall extensions through and separating attached enclosed P Y 9 9 9 P q P 9 3. Porch slabs, steps, and garage slabs: 4000 psi plus 5 to 7% air entrainment automatic sprinkler system. (o assessor structures. R 403.1.4.1 Frost protection: Bottom of all footings to be of least 36' below grade. 14. BOTTOM PLATE TO JOIST OR BLOCKING (NOT AT BWP) 16D AT 16"O.C. FACE NAIL R302.2.4 Para ets for townhouses. R313.1.1 Design and installation. Automatic residential fire sprinkler systems for townhouses shall be designed and installed in accordance with Section P2904 0 P R 403.1.5 Stepped Footings: Step footing 1 ft vertical maximu on 2 feet horizontal where slope of footing bottom exceeds 10% 15. BOTTOM PLATE TO JOIST OR BLOCKING AT BWP 2-16D AT 16"O.C. FACE NAIL N 1. The parapet shall extend not less than 30 inches above the roof surfaces. or NFPA 13D. ( ) R 403.1.3.6 Isolated concrete footings. In detached one and tw family dwellings that are three stories or less in height and constructed with stud bearing walls, o Exce tion: A aro et is not re uired in the recedin two cases where the roof coverin corn lied with a minimum Class C ratio as tested in accordance with R313.2 One and two family dwellings automatic fire systems. One and two family dwellings having a height of three stories above grade shall be equipped 16. TOP OR BOTTOM PLATE TO STUD TWO 16D COMMON. END NAIL N P P P q P 9 9 P 9 throw hout with an automatic s rinkler s stem. isolated plain concrete footings supporting columns or pedestals are permitted. ASTM E 108 or UL 790 and the roof decking or sheathing is of noncombustible materials or approved fire-retardant-treated wood for a distance of 4 feet on 9 P Y FOUR 8D COMMON. TOE NAIL R313.2.1 est n and installation. Automatic esidential fire s rinkler ems shall be desi ned and installed in accordance with Section P2904 or NFPA 13D. R 403.1.6 Foundation Anchorage: Wood sole elutes at exterior walls on slabs and all wood foundation wall sill plates shall be anchored with)� inch diameter each side of the wall or walls or ane layer of 5/8 inch Type X gypsum board is installed directly beneath the roof decking or sheathing, supported by not less D 9 r P 9 anchor bolts spaced as shown on the plans and details. Bolts shall extend a minimum of 7 inches into concrete and located in the middle third of 17. TOP PLATES, LAPS AT CORNERS + INTERSECTION 2-16D COMMON FACE NAIL than nominal 2 inch (51 mm) ledgers attached to the sides of the roof framing members, for a distance of not less than 4 feet on each side of the wall or the width of the plate. A nut and washer shall be(tightened on each anchor bolt. There shall be a minimum of two bolts per plate section and 21. JOIST TO SILL, TOP PLATE, OR GIRDER THREE 8D COMMON. 0 walls and any openings or penetrations in the roof are not within 4 feet of the common walls. Balconies and decks. Sprinkler protection shall be provided for exterior balconies, decks and ground floor patios of dwelling units where the located not more than 12" or less than 3.5" from the end of each plate section. Plates shall be protected against decay and termites. T E NAIL (� 3. A parapet is not required where roof surfaces adjacent to the wall or walls are at different elevations and the higher roof is more than 30 inches above the building is of Type V construction. Sidewall sprinklers that are used to protect such areas shall be permitted to be located such that their 22. RIM JOIST OR BLOCKING TO SILL OR TOP PLATE 8D COMMON ® 6"0/C TOE NAIL Z 44 lower roof, The common wall construction from the lower roof to the underside of the higher roof deck shall have not less than a 1-hour fire-resistance deflectors are within 1 inch to 6 inches below the structural members and a maximum distance of 14 inches below the deck of the 27. BUILT UP GIRDERS AND BEAMS 2X LUMBER 20D COMMON AT 32"O.C. T&B STAGGERED FACE NAIL AT EACH LAYER W rating. The wall shall be rated for exposure from both sides. exterior balconies and decks that are constructed of open wood joist construction. 28. 2X LEDGER THREE 16D COMMON AT EACH JOIST OR RAFTER. FACE NAIL 2 F CD R302.2.6 Structural independence. Each individual townhouse shall be structurally independent. TABLE R404.1.2(1) 0 m Exceptions: Section R314 Smoke Alarms 31. WOOD STRUCTURAL PANELS: SUBFLOOR, 6D COMMON (WALL) 6 o/c at edges and Minimum Horizontal Reinforcement for Concrete Basement Walls ROOF, AND WALL SHEATHING TO FRAMING " -� o 1. Foundations supporting exterior walls or common walls. R314.1 General. Smoke alarms shall comply with NFPA 72 and Section R314. 8D COMMON (ROOF) 12 o/c at interior W w MAXIMUM UNSUPPORTED 8D COMMON (SUBFLOOR) supports (see note f) 5. Townhouses separated by a common wall as provided in Section R302.2, Item 1 or 2 R314.1.1 Listings. Smoke alarms shall be listed in accordance with UL 217. Combination smoke and carbon monoxide alarms shall be listed in accordance HEI LHT OF BASEMENT LOCATION OF HORIZONTAL REINFORCEMENT W W W R302.3 Two-family dwellings. Dwelling units in two-famly dwellings shall be separated from each other by wall and floor assemblies having not less than a 1-hour with UL 2034. ( a. All nails are smooth-common, box or deformed shanks except where otherwise stated. Nails used for framing and sheathing 0 U o fire-resistance rating where tested in accordance with ASTM E 119 or UL 263 or section 703.3 of the Building Code. Fre-resistance-rated floor/ceiling and R314.3 Location. Smoke alarms shall be installed in the following locations. 58 ONE NO. 4 BAR WITHIN h2 INCHES OF THE TOP OF THE WALL STORY connections shall have minimum average bending yield strengths as follows: 80 ksi for shank diameter of 0.192" (20d common nail), Z wall assemblies shall extend to and be tight against the exterior wall, and wall assemblies shall extend from the foundation to the underside of the roof 1. In each sleeping room. AND ONE NO. 4 BAR NEAR MID- HEIGHT OF THE WALL STORY 90 ksi for shank diameters larger than 0.142" but not larger than 0.177", and 100 ksi for shank diameters of 0.142" or less. 0 sheathing. 2. Outside each separate sleeping area in the immediate vicinity of the bedrooms. h d. 4-foot-by-8 Foot or 4 foot by 9 foot panels shall be applied vertically to 4 ONE N0. 4 BAR WITHIN 2 INCHES OF THE TOP OF THE WALL STORY Exceptions: 4. Smoke alarms shall be installed not less than 3 feet (914 mm) horizontally from the door or opening of a bathroom that contains a bathtub or >8 AND ONE NO. 4 BAR NEAR THIRD POINTS IN THE WALL STORY f. Intermediate supports shall be spaced 6 inches on center for a minimum of 48 inch distance from ridges, eaves and gable end W 11 1A fire-resistance rating of X hour shall be permitted in buildings equipped throughout with an automatic sprinkler system installed in accordance with NFPA shower. walls and 4 inches on center to gable end wall framing. 0 w v 13• R314.3.1 Installation near cooking appliances. Smoke alarms shall not be installed in the following locations unless this would prevent placement of a smoke ❑ ~4 R302.3.1 Supporting construction. Where floor assemblies are required to be fire-resistance rated by Section R302.3, the supporting construction of such assemblies alarm in a location required by Section R314.3. TABLE R404.1.2(8) Minimum Vertical Rei forcement for 8, 10 and 12 inch Concrete Basement Walls W shall have an equal or greater fire•-resistance rating. 1. Ionization smoke alarms shall not be installed less than 20 feet (6096 mm) horizontally from a permanently installed cooking appliance. = R302.5.1 0 enin Protection. Han comb-core steel doors not less than 1 3/8 inches thick, or 20 minute fire-rated doors, equipped with a self-closing device. Doors - 'I i wi h h II of be 'nstalled ess than 10 feet 3048 mm horizontal) from a rmanentl installed MINIMUM VERTICAL REINFORCEMENT BAR P 9 eY 2. Ionization smoke alarms with an alarm si enc ng s tc s a n I I ( ) y pe y R602.3(5) 2x4 wall studs at 16 inches on center with a maximum height of 10 feet shall support a maximum of one floor plus roof/ceiling assembly. 2x6 w CD from garage into habitable space: 45 min. fire rated with self - closing device or automatic - closing device. cooking appliance. SIZE AND SPACING (INCHES) wall studs at 16 inches on center with a maximum height of 10 feet shall support a maximum of two floor plus roof/ceilin assemb) . Exce tions: F R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum MAXIMUM UNSUPPORTED MAXIMUM UNB CED DESIGN LATERAL SOIL PRESSURE OF 9 y p } 3. Photoelectric smoke alarms shall not be installed less than 6 feet (1828 mm) horizontally from a permanently installed cooking appliance. Where designed by in accordance with accepted engineering practice or where the ultimate design wind speed is less than or equal to 130 mph, O m No. 26 gage sheet steel or other approved material and shall not have openings into the garage. WALL HEIGHT BACKFILL HEIGHT 45 PSF PER F00T OF DEPTH Z R302.6 Dwelling-garage fire separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. 4. R 314.4 Interconnection. Where more than one smoke alarm is required to be installed within an individual dwelling unit in accordance with (FEET) (FEET)' Do not backfill with any soil containing silt or clay. 2X6 #2 grade studs supporting a roof load with not more than 6 feet of tributary length shall have a maximum wall height of 18 feet when W Section R314.3, the alarm devices shall be connected in such a manner that the actuation of one alarm will activate all of the alarms in the WALL THICKNESS (INCHES) spaced at 16 inches on center and 20 feet where spaced at 12 inches on center. v II I to ora a walls that are Z Attachment of gypsum board shall comply with Table R702.3.5. The wall separation provisions of Table R302.6 Sha not appy g g individual dwelling unit. s 10 12 R602.3.2 Top plate. Wood stud walls shall be capped with a double top plate installed to provide overlapping at comers and intersections with bearing C) p W perpendicular to the adjacent dwelling unit wall. TABLE R302.6 Garage walls: 5/8 inch type X gypsum board on garage side, 1/2 inch type X gypsum board on opposite wall side at habitable areas. Garage ceiling: 5/8 8 7 NR NR NR partitions. End joints in top plates shall be offset not less than 24 inches. Joints in plates need not occur over studs. Plates shall be not less - C7. .... Section R315 Carbon Monoxide Alarms than 2 inches nominal thickness and have a width not less than the width of the studs. 9 8 5 ® 41 NR NR W / � EZ�BE T � type X gypsum board R315.1 General. Carbon monoxide alarms shall be rovided in accordance with section 915 of the Flre Code of NYS. R602.6 Drilling and notching of dimensional lumber to conform to sections R602.6, R602.6.1, and figure R602.6(1). Notching & bored hole limitations for 0 1� C, 'S� R302.9 Flame Spread & Smoke Density Index. R309.2.1: Wall & ceiling finishes shall have a flame spread classification of not greater than 200. R30.9.2: Wall & Ceiling P 10 9 s o 41 5 m 22 NR exterior walls and bearing walls, figure R602.6(2) Notching and bored hole limitations for interior non bearing walls & figure R602.6.1 top plate U � -•"� ;' ->� �S'G � finishes shall have a smoke developed index of not greater than 450. Tested in accordance with ASTM E84 or UL 723. framing to accommodate piping. 16 gage and 1.5 inch wide metal tie fastened across and to the plate at each side of the notch with 8-10d nails F- r 4 m 0 R302.11 Fire blockin shall be rovided in wood-framed construction in the followin locations: NZ denotes no reinforcing required. r"; - r z g p 9 " each side. Follow manufacturers specifications far engineered products. (figure R602.6.1) Q r 1. In concealed spaces of stud walls and partitions, including furred spaces and parallel rows of studs or staggered studs, as follows: Locate vertical bars 1Y clear from inside face of walls. The center of bars shall not vary from this by more than % inch. (n ". 1.1 Vertically at the ceiling and floor levels. 1.2 Horizontally at intervals not exceeding 10 feet. _ �j� o' } 2. At interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. U �- 3. In concealed spaces between stair stringers at the.top and bottom of the run. Enclosed spaces under stairs shall comply with Section R302.7. 3 4. At openings around vents, pipes, ducts, cables and wires at ceiling and floor level, with an approved material to resist the free passage of flame and NEW products of combustion. The material filing this annular space shall not be required to meet the ASTM E 136 requirements. 5. For the fire blocking of chimneys and fireplaces, see Section R1003.19. 6. Fire blocking of comites of a two-family dwelling is required at the line of dwelling unit separation. JOB NUMBER R302.11.1 Flreblocking materials. Except as provided in Section R302.1, Item 4, fireblocking shall consist of the following materials. 1. Two-inch nominal lumber. 016 0 2 3 2. Two thicknesses of 1" nominal lumber with broken lap joints. T T W 3. One thickness of 23/32 inch wood structural panels with joints backed by 23/32 inch wood structural panels. `J NIT 3 6 UNIT 3 5 SHEET NUMBER 4. One thickness of 3/4 inch particleboard with joints backed by 3/4 inch particleboard. 0. 5. One half inch gypsum board. -_ Z 6. One quarter inch cement based millboard. O D EL C M O D�L 7. Batts or blankets of mineral wool or glass fiber or other approved materials installed in such a manner as to be securely retained in place. 0 CTI W D COPYRIGHT GRCH ARCHITECTURE P'.C. 2017: ALL RIGHTS RESERVED TABLE R602.3(3) TRUSS IDENTIFICATION SIGN F- (V . Requirements for Wood Structural Panel Wall Sheathing Used to Resist Wind Pressures (a,b,c) N1101.11.1 (R303.2.1) Protection of exposed foundation insulation. Insulation applied to the exterior of basement walls, crawlspace walls and the perimeter of P2607.2 Pipes penetrating exterior walls. Where a pipe enetrates an exterior wall, waterproof seal shall be made on the exterior of the wall by one of the following PART 1265. RESIDENTIAL STRUCTURES WITH TRUSS W c ' slab-on-grade floors shall have rigid, opaque and weather-resistant protective covering to prevent the degradation of the insulation's thermal performance. methods: TYPE CONSTRUCTION, PRE-ENGINEERED WOOD ^ E ULTIMATE DESIGN CONSTRUCTION AND/OR TIMBER CONSTRUCTION 2 o MINIMUM NAIL PANEL NAIL WIND SPEED V ult The protective covering shall cover the exposed exterior insulation and extend not less than 6 inches (153 mm) below grade. 1. A waterproof sealant applied at the joint between the wall and the pipe. U SPACING (mph) N1101.14 R401.3 Certificate Mandato A permanent certificate shall be completed b the builder or other approved and posted on a wall in the where the 2. A flashing of an approved elastomeric material. " 0 2 MINIMUM MINIMUM MAXIMUM WALL ( ) ( ry)' P P Y PP P REFLECTIVE RED 6 DIA. WOOD NOMINAL PANEL STUD SPACING furnace is located, a utility room or an approved location inside the building. P2801.6 Required pan. Where a storage tank-type water heater or a hot water storage tank is installed in a location where water leakage from the tank will cause 0 '� v 16 SIZE PENETRATION STRUCTURAL THICKNESS (INCHES) WIND EXPOSURE damage, the tank shall be installed in a pan constructed of one of the following: PANTONE (PMS) X187 0 c> EDGES FIELD CATEGORY TABLE N 1102.1.2 (R402.1.2) V 0.. (INCHES) PANEL SPAN (INCHES) 1. Galvanized steel or aluminum of not less than 0.0236 inch (0.6010 mm) in thickness. ZN . w .r- (INCHES) (INCHES O.C.) (INCHES O.C.) Insulation and fenestration Requirements by Component BF140 D 2. Plastic not less than 0.36 inch (0.9 mm) in I thickness. 0 L- o rn CO CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENT SLAB CRAWL H „�,J � rn "W ZONE n U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE & SPACE 3. Other approved materials. C) "11.., a, - c' COMMON 1.75 24 115 7 16 16 6 12 170 135 ■� 0 � r - / / U-FACTOR SHGC R-VALUE R-VALUE R-VALUE DEPTH WALL Aplastic pan installed beneath agas-fired water heater shall be constructed of material having a flame spread index of 25 or less and a smoke developed EFLECTIVE � •�N R602.3.5 Braced wall panel uplift load path. Braced wall panels located at exterior walls that support roof rafters or trusses (including stories below top R-VALUE index of 450 or less when tested in accordance with ASTM E84 or UL723. 4 EXCEPT M WHITE W +��+ �N� story) shall have the wall sheathing and fasteners designed to resist combined uplift and shear forces in accordance with accepted engineering MARINE 0.32 0.55 0.40 49 20 OR 13+5h 8/13 19 10/13 10,2 ft 10/13 f j �(iZ_ Section T101 Scope Z U (1).- a;to practice. 1/4• ` §•rn:o M N1102.2.2 R402.2.2 Ceilings without attics spaces. Where section N1102.2 would require insulation levels above R-30 and the design of the roof/ceiling assembly does TIOIA General. The provisions shall be applicable for new construction where solar-ready provisions are required. 1 2• 0 M ( ) 9 Pa q 9 / 9 Y / U Q w ED Cl) R802.11 Rafter or truss uplift force. not allow sufficient space for the required insulation, the minimum required R-value for such roof/ceiling assemblies shall be R-30. The insulation shall TRUSS IDENTIFICATION SIGN STROKEto N For rafters at 16"o/c in 130mph wind speed. Roof pitch > 5/12 Exposure B extend over the top of the wall plate to the outer edge of plate without compression. The reduction of insulation from the requirements of Section Section T102 General Definitions COMPLIANCE WITH 19 NYCRR 1264 ❑ = r_ CO • U M - Span (ft) 12 18 24 28 32 36 42 48 N1102.1.2 shall be limited to 500 sf (46 ms) or 20 percent of the total insulated ceiling area, whichever is less. Solar-Ready Zone. A section or sections of the'roof or building overhang designated and reserved for the future installation of a solar SIGNS IDENlIf11NG THE E)aSTANCE OF TRUSS CONSTRUC110N SHALL CONSISTS OF A gRCIE 6 IN V M Uplift Force # 117 149 182 203 226 247 281 314 N1102.2.4 (R402.2.4) Access hatches and doors. Access doors from conditioned spaces to unconditioned spaces such as attics and crawl spaces shall be photovoltaic or solar thermal system. DIAMETER,WITH A STROKE WIDTH OF 1/2'.THE SIGN BACKGROUND SHALL BE REFLECTIVE WHITE IN W m Increase x1.09 for pitch < 5/12. Increase x 1.5 for 24"o/c spacing. Increase x 1.32 for 140 mph. weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. COLOR THE CIRCLE AND CONTENTS SHALL BE REFLECTIVE RED N COLOR,CONFORMING TO PMTONE P0 2 Exception: vertical doors that provide access from conditioned to unconditioned spaces shall be permitted to meet the fenestration requirements of Table Section T103 Solar-Ready Zone MATCHING SYSTEM(PMS)X187. d R702.3.5.1 Screw fastening. Screws for attaching gypsum board and gypsum panel products to wood framing shall be Type W or Type S in accordance with ASTM C 1002 R1102.1.2 based on the applicable climate zone specified in Chapter 3. T103.2 Construction document requirements for solar ready zone. Construction documents shall indicate the solar-ready zone. SECTION 1265.4.9GN OR SYMBOL and shall penetrate the wood not less than 5/8 inch. N1102.2.8 (R402.2.8) Floors. Floor framing-cavity insulation shall be installed to maintain permanent contact with the underside of the subfloor decking. T103.3 Solar-ready zone area. The total solar-ready zone area shall be not less than 300 square feet (27.87 m2) exclusive of mandatory access or set back THE SKIN OR SYMBOL REQUIRED BY THIS PART SHALL BY AFFIXED TO THE ELECTRICAL BOX ATTACHED R702.4 Ceramic Tile. N1102.2.9 (R402.2.9) Basement walls. Walls associated with conditioned basements shall be insulated from the top of the basement wall down to 10 feet (3048 mm) areas as required by the International Fire Code: New multiple single-family dwelling (townhouses) three stories or less in height above grade plane and with TO THE EX11T8OR OF THE RESIDENTIAL.STRUCTURE: PROVIDED,HOWEVER,THAT: IS AFFIANG THE SIGN OR 41 R702.4.2 Backer boards. Materials used as backers for wall file in tub and shower areas and wall panels in shower area shall be of materials listed in Table R702.4.2, SYMBOL TO THE ELECTRICAL BOX WOULD OBSCURE ANY METER ON THE ELECTRIC BOX,OR IF THE UTILITY below grade or to the basement floor, whichever is less. Walls associated with unconditioned basements shall meet this requirement unless the floor overhead a total floor area less than or equal to 2,000 square feet (185.8 m2) per dwelling shall have a solar-ready zone area of not less than 150 square feet PROVIDING ELECTRICAL SERVICE TO THE RESIDENTIAL STRUCTURE DOES NOT ALLOW THE SIGN OR SYMBOL and installed in accordance with the manufacturers recommendations. is insulated in accordance with Section N1102.1.2 and N1102.2.8. (13.94m2). The solar-ready zone shall be composed of areas not less than 5 feet (1.52m) in width and not less than 80 square feet (7.44 m2) exclusive TO BE AFFIXED TO THE ELECTRICAL BOX,THE SON OR SYMBOL SHALL BE AFFIXED TO THE DMHOR TABLE R702.4.2 N1102.4.2 (R402.4.2) Fireplaces. New wood-buming fireplaces shall have tight-fitting flue dampers or doors, and outdoor combustion air. Where using tight-fitting of access or set back areas as required by the Intemational fire Code. WALL OF THE RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRICAL BOX THE doors on factory-built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. T103.4 Obstructions. Solar-ready zones shall be free from obstructions, including but not limited to vents, chimneys, and roof-mounted equipment. SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED PRIOR TO THE ISSUANCE OF A CERTIFICATE Z Backer Board Materials T103.7 Roof load documentation. The structural design'loads for roof dead load and roof live load shall be clearly indicated on the construction documents. OF OCCUPANCY OR A CERTIFICATE OF COMPLIANCE 0 ABLE N 1102.4.1.1 R402.4.1.1 1- MATERIAL STANDARD T ( ) T103.9 Electrical service reserved space. The electrical service panel shall have a reserved space to allow installation of a dual pole circuit breaker for future solar WOOD ROOF TRUSS SPECinCAnONSe U GLASS MAT GYPSUM BACKING PANEL ASTM C 1178 Air Barrier and Insulation Installation electric installation and shall be labeled 'For Future Solar Electric'. The reserved space shall be positioned at the opposite (load) end from the input feeder ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE BUILDING CODE. =) FIBER REINFORCED GYPSUM PANELS ASTM C 1278 location or main circuit location. � NONASBESTOS FIBER-CEMENT BACKER BOARD ASTM C 1288 OR ISO 8336, CATEGORY C GENERAL REQUIREMENTS A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE BUILDING ENVELOPE. NONASBESTOS FIBER MAT REINFORCED CEMENTITIOUS BACKER UNITS ASTM C 1325 THE EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINUOUS AIR BARRIER. tlQIl:; 5/8 INCH THICK ROOF SHEATHING IS TO BE USED, WHEN ROOF TRUSSES ARE SPECIFIED AS THE ROOF FRAMING MEMBERS. CJ) BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. E 3901.7 Outdoor outlets. A water proof outlet is required for any size, deck, porch, or balcony that is accessible from inside dwelling unit. At least one installed at Z 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: TABLE R703.8.1 CEILING/ ATTIC THE AIR BARRIER IN ANY DROPPED CEILING/ SOFFIT SHALL BE ALIGNED WITH THE INSULATION AND ANY the front and back of dwelling units. D (EQUATION 16-8) 0 is required for each car space in a garage. Df IN THE AIR BARRIER SEALED. E 3901.9 Garage Outlets. Garage receptacle, outlets must be serviced by a separate branch circuit that does not supply other outlets. At least one receptacle outlet Allowable Spans for steel lintels supporting masonry veneer ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE WALL DOORS TO UNCONDITIONED ATTIC SPACES SHALL D + L (EQUATION 16-9) BE SEALED. D + S (EQUATION 16-10) 0 SIZE OF STEEL ANGLE NO STORY ONE STORY Two STORIES E 3902.14 Location of GFCI outlets. All GFCI outlets must be placed in readily accessible locations. D + .6W EQUATION 16-12 Ln o,c (inches) ABOVE ABOVE ABOVE WALLS THE JUNCTION OF THE FOUNDATION AND THE SILL PLATE SHALL BE SEALED. ( ) LL L3x3x1/4 6'-O' 4'-6' 3'-0' THE JUNCTION OF THE TOP PLATE AND THE TOP OF THE EXTERIOR WALLS SHALL BE SEALED. D t 0.75 (.6W) t 0.75 S (EQUATION 16-13) KNEE WALLS SHALL BE SEALED. M L4x3x1/4 6'-0• 5'-0• 4'-6• WINDOWS. SKYLIGHTS AND THE SPACE BETWEEN WINDOW/ DOOR JAMBS AND FRAMING, AND SKYLIGHTS AND FRAMING SHALL BE D = DEAD LOAD, L = LIVE LOAD, S = SNOW LOAD, W = LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30 OF Z ` ' J 1.50.54/11610'-0" 8'-O' 6'-0' DOORS SEALED. DESIGN LOADS: TABLE R301.7 (101 MPH BASIC DESIGN WIND SPEED) ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND SPEED IN EXPOSURE CATEGORY B. 1:1 � 0) ROOF TRUSSES SHALL BE DE 1_60.50/4 14'-0' s'-s' 7'-O' SIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS:-o' RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD UP LOADS AS REQUIRED BY ASCE7-10 , TCDL = 15 PSF, WFLOORS (INCLUDING ABOVE THE AIR BARRIER SHALL BE INSTALLED IN ANY EXPOSED EDGE OF INSULATION THEF0_LOWING LIVE LOADS: I a. Long leg of the angle shall be placed in a vertical position. GARAGE AND CANTILEVERED ALLOWABLE BCLL=10PSF, AND BCDL = 10 PSF. PROVIDE ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. r FLOORS) ROOF: STRUCTURAL MEMBER DEFLECTION r C. Minimum bearing to be 6". SHAFTS, PENETRATIONS DUCTS SHAFTS, UTILITY PENTRATIONS, AND FLUE SHAFT OPENING TO EXTERIOR OR UNCONDITIONED GROUND SNOW LOAD 20PSF FROM FIGURE R301.2(6) TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75'. 5 MINIMUM DISTRIBUTED LIVE LOAD PER TABLE R301. R703.12 Adhered masonry veneer installation. Adhered masonry veneer shall comply with the requirements of Section R703.7.3. SPACE SHALL BE SEALED. Rafters having slopes greater than L/180 R703.12.1 Clearances. On exterior stud walls, adhered masonry veneer shall be installed: GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE AND CONDITIONED SPACES. (FOPER LINER SOLAR FOOTREADY ROOF DESIGN LOAD ROOF ADD: 2 FRAMING)POUND S g FOLLOWING INFORMATION: SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL INCLUDE THE LOAD3:12 with no finished ceiling attached H 1. Minimum of 4 inches (102 mm) above the earth RECESSED LIGHTING RECESSED LIGHT FIXTURES INSTALLED AT IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO to rafters 1. DEPTH, SLOPE (IF ANY) SPAN, AND SPACING. O R703.12.2 Flashing at foundation. A corrosion-resistant screed or flashing of a minimum 0.019 inch (0.48 mm) or 26 gage galvanized or plastic with a minimum THE DRYWALL, AIRTIGHT AND IC RATED. FLOORS: 40 PSF 2. LOCATION OF ALL JOINTS. vertical attachment flange of 3 % inches (89 mm) shall be installed to extend a minimum of 1 inch (25 mm) below the foundation plate line on exterior SHOWER/ TUB ON THE AIR BARRIER INSTALLED AT EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS SHALL SEPARATE THEM BALCONIES AND DECKS: 40 PSF Interior Walls and partitions H/180 3. REQUIRED BEARING WIDTHS. sr. EXTERIOR WALL FROM THE SHOWERS AND TUBS. UNINHABITABLE ATTIC W/O STORAGE: 10 PSF 4.1. TOP CHORD LIME LOAD OR SNOW LOAD. stud walls in accordance with Section R703.4. Floors and ceilings w/ brittle finish L/360 4.2. TOP CHORD DEAD LOAD. W R703.8.2.2. Support b roof construction. A steel angle shall be laced direct) on to of the roof construction. The roof supporting construction for the steel angle shall ELECTRICAL/ PHONE BOX THE AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL OR COMMUNICATION BOXES OR AIR SEALED UNINHABITABLE ATTIC WITH STORAGE: 20 PSF pp Y 9 P Y P PPD 9 9 4.3. BOTTOM CHORD LIVE LOAD. consist of not fewer than three 2 inch by 6 inch wood members for wood construction. A wood member abutting the vertical wall stud construction shall be ON EXTERIOR WALLS BOXES SHALL BE INSTALLED. HABITABLE ATTIC W FIXED STAIRS: 30 PSF All other structural members L/240 4.4. BOTTOM CHORD DEAD LOAD. U anchored with not fewer than three 5/8 inch diameter by 5 inch lag screws to every wood stud spacing. Each additional wood roof member shall be Exterior walls with plaster or stucco finish L/180 4.5. CONCENTRATED LOADS AND THOR POINTS OF APPLICATION. anchored by the use of two 10d nails at every wood stud spacing. Install flashing and weep holes. The maximum height of the brick veneer above the lintel ULTIMATE DESIGN WIND SPEED: 130 MPH FROM FIGURE R301.2(4)A 4.6. CONTROLLING WIND LOADS. 00 N1102.4.5 (R402.4.5) Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and shall be 12 feet 8 inches, with max 7:12 roof pitch. See figures R03.8.2.1 & R703.8.2.2. EXPOSURE CATEGORY: B FROM R301.2.1.4 I Exterior Walls With brittle finishes L/180 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. unconditioned spaces. All recessed luminaires shall be IC-rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 L/s) when tested 1 6. EACH REACTION FORCE AND DIRECTION. ❑ R703.8.4 Anchorage: Masonry veneer shall be anchored to the the supporting wall studs with corrosion resistant metal ties embedded in mortar or grout and extending SEISMIC DESIGN CATEGORY: B FROM FIGURE 301.2.2 (exempt - = in accordance with AS11wl E 283 ata 1.57 psf (75Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the from seismic provisions of code per Exterior Walls with flexible finishes L/180 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY Q into the veneer a minimum 1-1/2 inches, with not less than 5/8 inch mortar or grout cover to outside face. minimum tie size 22 US gage. Minimum tie housing and the interior wall or ceiling covering. P p fastener = 8d common nail. Airspace= Nominal 1" between sheathing & veneer. EAch tie shall support not more than 2.67 square feet of wall area and R301.2.2) LOCATED SIZRELE, TO THE JOINT INTERFACE USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. > 1 r P 9 PP q Lintels supporting mason veneer L 600 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. I ; shall be s aced not more than 32" on center horizontal) and 24 inches on center vertically. C402.4 (R402.4.6)Tenant Separation Walls (Mandatory). Fire Separations between dwelling units in two-family dwellings and multiple single-family dwellings PP 9 rY / I"r'� P Y Y PRESUMPTIVE LOAD-BLARING VALUE OF SOIL: 2,000PSF Per TABLE 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. R703.8.5 Flashing shall be located beneath the first course of masonry above finished ground level above the foundation wall or slab and at other points of support, (townhouses) shall be insulated to no less than R-10 and the walls shall be air sealed. R401.4.1 Includes soil classes: GW, GP, SW, SP, SM, SC, 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. r including structural floors, shelf angles and lintels where masonry veneers are designed in accordance with section R703.8. GM, and GC. 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. U R703.8.6 Weepholes shall be provided in the outside wythe of masonry walls at a maximum spacing of 33 inches on center. Weepholes shall not be less than 3/16 Section N1103 (R403) 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. ? r , inch in diameter. Weepholes shall be located immediately above the flashing. Systems NOTE: Sois with clay or clay and silt will require a redesign � �1 N 1103.1 R403.1 Controls Mandato At least one thermostat shall be rovided for each separate heating and cooling system. of building footings. WOOD FLOOR TRUSS SPECIFICATIONS: R703.14.2 Fire Separation. Polypropylene siding shall not be installed on walls with a fire separation distance of less than 5 feet (1524 mm) and walls closer than 10 ( ) (Mandatory). P P 9 9 Y WOOD FLOOR TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE BUILDING CODE. < feet (3048 mm) to a building on another lot. N 1103.1.1 (R403.1.1) Programmable thermostat. The thermostat controlling the primary heating or cooling system of the dwelling unit shall be capable of controlling Exception: Walls perpendicular to the line used to determine the fire separation distance. the heating and cooling system on a daily schedule to maintain different temperature set points at different times of the day. This thermostat shall include A B R EV I AT I 0 N S 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: I- the capability to set back or temporarily operate the system to maintain zone temperatures down to 5TF (1TC) or up to 85'F(29'C). The thermostat shall D (EQUATION 16-8) Z V R801.3 Roof drainage in areas where expansive soils or collapsible soils are known to exist: All dwellings shall have a controlled method of water disposal from roofs D.S..B. ANCHOR BOLT + L EQUATION 16-9 that will collect and discharge roof drainage to the ground surface not less than 5 feet from foundation walls or to an approved drainage system. Initially be programmed by the manufacturer with a heating temperature set point no higher than 70T (21'C) and a cooling temperature set point no lower SDOWNSPOUT LT. WT. UGHTWEIGHT RNG RANGE ( ) W R802.1.5.4 Labeling each piece of Fire-retardant treated lumber and wood structural panels shall be labeled per section 802.1.1. than 78'F (26'C). A.F.F. ABOVE FINISH FLOOR DTL DETAIL I LT. LIGHT R.O. ROUGH OPENING 2 ADJ. ADJACENT/ADJUSTABLE R D - DEAD LOAD, L = LIVE LOAD, � 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 opposite from each other N1103.2 (R403.2) Hot water boiler outdoor temperature setback. Hat water boilers that supply heat to the building through one or two pipe heating systems shall EA. EACH LVR. LOUVER RISER A.F.T. ABOVE FINISH TREAD E.J. EXPANSION JOINT LT. U with a collar tie. 802.3 Ride board shall be not less than 1 inch 25 mm nominal thickness and not less in depth than the cut end of the rafter. At p p LAUNDRY TUB RND ROUND 9 ( ) P have an outdoor setback control that lowers the boiler water temperature based on the outdoor temperature. ALUM. ALUMINUM FLOOR TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: O ELEC. ELEVATIONLI TCLL = 40 PSF, TCDL = 10 PSF, AND BCDL = 5 PSF 0 valleys and hips there shall be a valley or hip rafter not less than 2 inch (51mm) nominal thickness and not less in depth than the cut end of the rafter. N1103.3 (R403.3) Ducts. Ducts and air handlers shall be installed in accordance with Sections N1103.3.1 through N1103.3.8. FINCH. ANCHOR i� �• MASONRY S.C. SAWCUT Hi and valley rafters shall be supported at the ridge b a brace to a bearing aitition or be designed to car and distribute the specific load at that ELEV. ELEVATION MAT. MATERIAL SCHEM. SCHEMATIC P Y PP 9 Y 9 P 9 carry P N1103.3.1 (R403.3.1) Insulation (Prescriptive). Supply and return ducts in attics shall be insulated to a minimum of R-8 where 3 inches (76.2 mm) in diameter and < ANG EQ. EQUALRUSSES SHALL HAVE A MAXIMUM LIME LOAD DEFLECTION OF L 480 AND A TOTAL LOAD DEFLECTION OF THE LESSER OF 360 OR .75". point. Where the roof pitch is less than three units vertical in 12 units horizontal (25 percent slope), structural members that support rafters and ceiling greater and R-6 where less than 3 inches (76.2 mm) in diameter. Supply and return ducts in other portions of the building shall be insulated to a ARCH. ARCHITECTURAL EQUIP EQUIPMENT MAX.MMAXIMUM SHLF SHELF / L/ joists, such as ride beams, his and valleys, shall be designed as beams. ® AT MDO MEDIUM DENSITY OVERLAY SHT. SHEET 1 9 P Ys• 9 minimum of R-6 where 3 inches (76.2 mm) in diameter or greater and R-4.2 where less than 3 inches (76.2 mm) in diameter. EXP. EXPANSION TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL.AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL INCLUDE THE Where ceiling joists or rafter ties are not provided, the ridge formed by these rafters shall be supported by a wall or girder designed in accordance with Exception: Ducts or portions thereof located completely inside the building thermal envelope. EXT. EXTERIOR MECH, MECHANICAL SIM. SIMILAR FOLLOWING INFORMATION: accepted engineering practices. BD. BOARD MIN. MINIMUM S.S. STAINLESS STEEL 1. DEPTH, SPAN, AND SPACING. R802.7.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural glue-laminated members, cross-laminated N1103.3.2 (R403.3.2) Sealing (Mandatory). Ducts, air handlers and filter boxes shall be sealed. Joints and seams shall comply with section M1601.4.1. BLDG. BUILDING EE. EACH END STL, STEEL M.O. MASONRY OPENING 2. LOCATION OF ALL JOINTS. timber members or I-joists are prohibited except where permitted by the manufacturers recommendations or where the effects of such alterations are Exceptions: BM BEAM STRUCT. STRUCTURAL 3. REQUIRED BEARING WIDTHS. 1. Air-impermeable spray foam products shall be Permitted to be applied without additional joint seals. BTM EOTTOM F C MTL• METAL SUSPENSION 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. specifically considered. P P Y P P PP 1 / FLOOR COVERING CHANGE SUSP. 4.2. TOP CHORD DEAD LOAD. R802.8.1 Bridging. Rafters and ceiling joists having a depth to thickness ratio exceeding 6 to 1 based on nominal dimensions shall be supported lateral) b solid 2. For ducts having static pressure classification of less than 2 inches of water column (500 Pa), additional closure systems shall not be required for BLKG. BLOCKING F.D. FLOOR DRAIN N.I.C. NOT IN CONTRACT SGD SLIDING GLASS DOOR 9 9 P 9 PP y y continuous) welded joints and seams, and locking-type oints and seams of other than the snap-lock lock and button-lock s BRG. BEARING SO. SQUARE 4.3. BOTTOM CHORD LIVE LOAD. blocking, diagonal bridging (wood or metal) or a continuous 1 inch by 3 inch wood strip nailed across the rafter or ceiling joists at intervals not exceeding Y 11 P- tYPe • EDN. FOUNDATION (NTS) NOT TO SCALE 4.4. BOTTOM CHORD DEAD LOAD. .. r_ � r- r- m 00 BRK BRICK - r �. ti a0 8 feet. N1103.3.3 (R403.3.3) Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage. FLR• FLOOR TB TOWEL BAR 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. BSMT BASEMENT FP FIREPLACE R802.9 Trimmer joist: single header and trimmer for openings up to 4'-0" and doubled over 4'-0" unless otherwise noted on plan. Connect with tecos for header N1103.4 (R403.4) Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above JCITF (41'C) or below 55T (13'C) shall CENTER LINED.C. ON CENTER T & G TONGUE AND GROVE 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. o 0v a ri ri co M ori joist spans of 6'-0" and greater. be insulated to a minimum of R-3.N1103.7 R403.7 Equipment sizin and efficiency ratio Mandato Heating and cooling equipment shall be sized in F.R.FRFIRE RATED TOS TOP OF GRADE SLAB 6. EACH REACTION FORCE AND DIRECTION. IL j P g ( ) 9 �' 9 ((Mandatory). 9 9C.M.U. CONCRETE MASONRY UNIT OPER. OPERATOR FRM FRAME E INT CONNECTOR TYPE DESCRIPTION vents are installed blocking, bridging, and insulation shall not block the free flow of air. Not less accordance with ACCA Manual S based on building loads calculated in accordance with ACCA Manual J or other calculated in accordance with ACCA Manual J C.J. CONTROL JOINT I OPNG. OP NIN TFlN TOP OF FOUNDATION WALL 7. JO ON E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY R806.3 Vent and insulation clearance. Where eave or cornice v g, g g, E G than a 1 inch space shall be provided between the insulation and the roof sheathing and at the location of the vent. or other approved heating and cooling calculation methodologies. FT. FOOT / FEET TYP TYPICAL LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. COL.. COLUMN FTG FOOTING OPT. OPTIONAL T TREAD 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. N1103.6 (R403.6) Mechanical ventilation (Mandatory) The building shall be provided with ventilation that meets the requirements of the 2015 International Mechanical CONC. CONCRETE O.S.B. ORIENTED STRAND BOARD TR TOWEL ROD 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. Section R807 Attic Access Code (as amended), the 2015 International Residential Cade (as amended), or the New York City Construction Codes, as applicable, or with other approved COND. CONDITION GA. GAUGE I OZ. OUNCE TRPL TRIPLE 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. R807.1 Attic access. Buildings with combustible ceiling or roof construction shall have an attic access opening to attic areas that have a vertical height of 30 means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. CONT. CONTINUOUS GALV. GALVANIZED 1/R ONE ROD 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. inches (762 mm) or greater over an area of not less than 30 square feet (2.8m2). The vertical height shall be measured from the top of the ceiling G.C. GENERAL CONTRACTOR 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. CONST. CONSTRUCTION 1/g ONE SHELF U.N.O. UNLESS NOTED OTHERWISE GEN. GENERAL ection 11 CTSK. COUNTERSUNK s framing members to the underside of the roof framing members. S N 04 (R404) Electrical Power and lighting Systems GYP. GYPSUM PC POURED CONCRETE ORAFTSTOPPING: N COMBUSTIBLE CONSTRUCTION WHERE THERE s USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR-CEILING ASSEMBLY, DRAFTSTOPS SHALL BE y ( Y ) y ( ) Lighting equipment (Mandatory). P permanently lighting only C.O. CASED OPENING VERT. VERTICAL INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT IXC® 1,000 SQUARE FEET. DRAFFSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. m The rough-framed opening shall be not less than 22 inches b 30 inches 559 mm b 762 mm and shall be located in a hallway or other readily N1104.1 R404.1 U htin and a ui ment Mandato Not less than 90 percent of the ermanentl Installed li htin fixtures shall contain on PBD. PARTICLE BOARD 9 P 9 G.L. GLUE LAM VERIFY IN FIELD WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN FILOOR-CEIUNG ASSEMBLIES UNDER THE Z Z Z O Z Z CANT. CANTILEVER V.I.F. rn Z m m CO accessible location. Where located in a wall, the opening shall be not less than 22 inches wide by 30 inches high (559 mm wide by 762 mm high). high-efficacy lamps. PL. PLATE WASHER FOLLOWING CIRCUMSTANCES: Z rn u� C.T. CERAMIC TILE HGT. HEIGHT W o 0 0 I- O O Z J J - Where the access is located in a ceiling, minimum unobstructed head-room in the attic space shall be 30 inches (762 mm) at some point above the PNL. PANEL co rn � ¢ (a co g a n. access measured vertically from the bottom of ceiling framing members. See Section M1305.1.3 for access requirements where mechanical equipment is Section M1305 Appliance Access C.M. CEILING HORZ. HORIIZOANTAL,HORIZONTALLY WITH FLOOR FR: DRF COPPING AT OF TRUSS-TYPE OPEN OR /2 INCH G ItiUM B PWD. PLYWOOD W/ 5 55 a ga o 0 PP C.M. CROWN MOULD Vyp, WOOD MATERIALS: DRAFTSTOPPING MATERIAL SHALL BE NOT LESS THAN 1/2 INCH GYPSUM BOARD, 3/8 INCH WOOD STRUCTURAL PANELS. � w Ei.l � w G� located in attics. M1305.1 Appliances access for inspection service, repair and replacement. Appliances shall be accessible for inspection, service, repair and replacement without C.R. CHAIR RAIL HD.WD. HARDWOOD' PF. PREFABRICATED W.W.F. WELDED WIRE FABRIC removing permanent construction, other appliances, or any other piping or ducts not connected to the appliance being inspected, serviced, repaired or HR. HOUR PR. PAIR WO OR W/0 WALKOUT Section R902 Fire Classification replaced. A level working space not less than 30 inches deep and 30 inches wide (762 mm by 762 mm) shall be provided in front of the control side to D DRYER HDR. HEADER I PROD. PROJECT / PROJECTED WNDW WINDOW TYPICAL ROOF & FLOOR TRUSS NOTES: o R 902.1 Roofing covering materials. ROOF shall be covered with materials as set forth in Sections R904 and R905. Class A, B or C roofing shall be installed in service an appliance. PENNY HB HOSE BIB PSI POUNDS PER SQ. IN. N DBL. DOUBLE S POUNDS PER SQ.FT. jurisdictions designated by law as requiring their use or where the edge of the roof is less than 3 feet (914 mm) from a lot line. Class A, B and C M1305.1.3 Appliances in attics. Attics containing appliances shall be provided with an opening and a clear and unobstructed passageway large enough to allow removal I.D. INSIDE DIAMETER * TRUSSES SHALL BE DESIGNED IN ACCORDANCE e DIA. DIAMETER P.T. PRESSURE TREATED WITH ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND MANUFACTURE OF METAL-PLATE-CONNECTED WOOD TRUSSES SHALL a roofing required by this section to be listed shall be tested in accordance with UL 790 or STM E 108. of the largest appliance, but not less than 30 inches (762 mm) high and 22 inches (559 mm) wide and not more than 20 feet (6096 mm) long measured INGR. IN GROUND COMPLY WITH ANSI/TPI1. THE TRUSS DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF NEW YORK. DLR. DIRECTION R 902.4 Rooftop mounted photovoltaic panel system. Rooftop mounted photovoltaic panel system installed on or above the roof covering shall be tested, listed and along the centerline of the passageway from the opening to the appliance. DN DOWN INSUL. INSULATION' QUAD. QUADRUPLE • TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT WOOD MEMBERS CLAMPED identified with a fire classification in accordance with UL 2703. Class A, B or C photovoltaic panel system shall be installed in jurisdictions designated by low M1307.3 Elevation of ignition source. Appliances having an ignition source shall be elevated such that the source of ignition is not less than 18 inches (457 mm) DR. DOOR INT. INTERIOR I REQ'D REQUIRED INSURE TIGHT FITTING JOINTS. IN RIGID FIXTURES DURING ASSEMBLY TO as requiring their use or where the edge of the roof is less than 3 feet 914 mm from a lot line. above the floor in garages. I.S. INSIDE CORNER REF. REFER TO REFERENCE e q 9 9 ( ) 9 9 DW DISH WASHER RMS. ROOMS TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND V) R 903.2.1 Exposed wall flashing required to have a kick-out where the eave of the roof intersects a wall to prevent water intrusion into the wall assembly. M 1502 Clothes dryer duct maximum length not to exceed 35 from the connection to the transition duct and reduced 2-1/2 inches for every 45 degree bend and DWG- DRAWING JT. JOINT � REINF. REINFORCING,REINFORCED METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN DESIGNED AND INSTALLED TO PREVENT ROTATION AND PROVIDE ~ 44 R 905.1.2 An ice barrier/ water shield shall be installed per manufacturers specifications, to maintain product warranty. Carry down front of fascia, min 4" 5 feet for each 90 degree bend. Install booster fan for additional lengths. Clothes dryer exhaust system shall comply with code section M1502 listed and KSI KIPS PER SQUARE INCH LATERAL STABILITY IN ACCORDANCE WITH ACCEPTED INDUSTRY PRACTICE SUCH AS THE SBCA BUILDING COMPONENT SAFETY INFORMATION (BCSI) GUIDE TO GOOD PRACTICE FOR W labeled in accordance with UL2158A. Exhaust duct size shall corn with code section M1506. HANDLING, INSTALLING & BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. typical. Apply ice & water shield in fair weather when the air, roof deck and membrane are at temperatures of 40 degrees Fahrenheit or PN higher. Ice protection requirements per table R301.2(1). Install ice & water shield at all eaves, gable ends, hips & valleys. On roofs slopes less + TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE APPROVAL OF'A REGISTERED DESIGN PROFESSIONAL rL U C7 ( ) 9 physical 9 piping 9 9 piping ' THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY BRACING HAS 0 0 r than 4:12, entire roof to receive ice & water shield. G2415.7 404.7 Protection against h sical damage: WhereIs installed through holes or notches in framing members and theis located less than 1 � m R 905.2.2 Slope. Asphalt shingles shall be used only on roof slopes of two units vertical in 12 units horizontal (2:12) or greater. For roof inches (38 mm) from the framing member face to which wall, ceiling or floor membranes will be attached, the pipe shall be protected by shield plates that BEEN DESIGNED AND INSTALLED FOR THE INSTILLATION OF THE TRUSSES. •--I cover the width of the pipe and the framing member and that extend not less than 4 inches 51 mm to each side of the framing member. Where the � Y slopes from two units vertical in 12 units horizontal (2:12) up to four units vertical in 12 units horizontal (4:12), double P P 9 ( ) 9 rJ iu underla menta application is required in accordance with Section R905.1.1, framing member that the piping passes through is a bottom plate, bottom track, top plate or top track, the shield plates shall cover the framing member w I- y Pp q GRAPHIC SYMBOLS WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: 0 R 905.2.5 Fasteners. Fasteners for asphalt shingles shall be galvanized steel, stainless steel, aluminum or copper roofing nails, minimum 12 and extend not less than 4 inches (51 mm) above the bottom framing member and not less than 4 inches (51 mm) below the top framing member. O o gage [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 G2426.7.1 (502.7.1) Door swing. Appliances and equipment vent terminals shall be located such that doors cannot swing within 12 inches (305 mm) horizontally of - All general notes unless otherwise noted on plans or product specifications. Z penetrate through the roofing materials and not less than '/. inch (19.1 mm) into the roof sheathing. Where the roof sheathing is the vent terminal. Door stops or closures shall not be installed to obtain this clearance. - All applicable state & local codes, ordinances and regulations if any. (D STRUCTURAL CALC. REFERENCE U) 4 - In areas where the draw' less than '/. inch (19.1 mm) thick, the fasteners shall penetrate through the sheathing. G2427.8 A mechanical draft venting system, excluding direct vent appliances, shall terminate not less than 4 feet below, 4 feet horizontally from or 1 foot above any )(�( ® Ings do not address methodology, the contractor shall be bound to perform strict LLI9 iI R 905.2.8.3 sidewall flashing. Base flashing against a vertical sidewall shall be continuous or step flashing and shall be not less than 4 door, operable window or gravity air inlet into any building. The bottom of the vent terminal shall be located not less than 12 inches above finished ground DETAIL REFERENCE compliance with manufacturers specifications and / or recommendations. 0 w `v inches (102 mm) in height and 4 inches (102 mm) in width and shall direct water away from the vertical sidewall onto the roof level. X v - General contractors and subcontractors to review these construction documents upon receipt from architect The vent terminal of a direct vent appliance with an input of 10,000 BTU per hour or less shall be located not less than 6 inches from an air opening FLOOR FINISH CHANGE ❑ 7 or into the gutter. Where siding is provided on the vertical sidewall onto the roof or into the gutter. Where siding is provided on PP• P P Y `` and report any and all discrepancies including any dimensional conflicts, immediately to architect for r`-'+ the vertical side wall, the vertical le of the flashing shall be continuous under the siding. Where anchored mason veneer is into the building. Such an appliance with an input over 10,000 BTU per hour but not over 50,000 BTU per hour shall be installed with a 9 inch vent T g g g masonry corrective measures prior to construction. h+{ provided on the vertical sidewall, the base flashing shall be provided in accordance with this section and counterflashin shall be termination clearance. x p 9 P 9 # DOOR HARDWARE TYPE - DO NOT SCALE DRAWINGS. DIMENSIONS SHALL BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED, iii U provided in accordance with Section R703.7.2.2. The vent terminal of a direct vent appliance with an input of over 50,000 BTU per hour shall be located not less than 12 inches from any air opening into i ( W P - The general notes and typical details apply throughout the job unless otherwise noted or shown. 9 Q./ CD R 905.2.8.5 Drip edge. A drip edge shall be provided at eaves and rake edges of shingle roofs. Adjacent segments of drip edge shall be the building. X'� _ _ _ XX BUILDING SECTION overlapped not less than 2 inches (51 mm). Drip edges shall extend not less than 1k inch (6.4 mm) below the roof sheathing X,( XX #^ - DISCREPANCIES: The contractor shall compare and coordinate all drawings; when in the opinion of the 0 m and extend up back onto the roof deck not less than 2 inches (51 mm). Drip edges shall be mechanically fastened to the roof Section G2439 (614) Clothes Dryer Exhaust < �-�- PARTITION TYPE contractor, a discrepancy exists, the contractor shall promptly report it to the architect for proper Z �/ adjustment before proceeding with the work. � � w deck at no more than 12 inches (305 mm) o.c. with fasteners as specified in Section R905.2.5. Underlayment shall be installed G2439.1 (614.1) Installation. Clothes dryers shall be exhausted in accordance with the manufacturers instructions. Dryer exhaust systems shall be independent of all Z _i over the dripedge alar eaves and under the dri edge alar rake edges. other terns and shall carve the moisture and an products of combustion to the outside of the building. - OMISSIONS: In the even certain feature of the construction are not fully shown on the drawings, their U 9 9 P 9 9 9 Y Y P 9 0 o m R 1001.1 Masonry fireplaces & chimneys to be constructed in accordance with Section R1001 and the applicable provisions of Chapters 3 G2439.4 (614.5) Dryer exhaust duct power ventilators. Domestic dryer exhaust duct power ventilators shall be listed and labeled to UL 705 for use in dryer exhaust construction shall be of the same character as for similar conditions that are shown or noted elsewhere on and 4 of this code. duct system. The dryer exhaust duct power ventilator shall be Installed in accordance with the manufacturers instructions. the construction document set. R 1003.9 Termination. Chimneys shall extend not less than 2 feet higher than any portion of a building within 10 feet, but shall not be less I - All work is to be performed in a professional manner and in accordance with best practice and consistent 0 �& OBR �_q than 3 feet above the highest point where the chimney passes through the roof. with manufacturer's and suppliers recommended installation procedures. �` �R Tp Section P2607 Waterproofing of Openings : �� y y P penetrating pipe P 9 PP 9 PP - The architect has not been retained to perform framing inspections and / or field inspection. The architect `,.� P2607.1 Pipes enetratin roofs. Where a enetrates a roof, a flashing of lead, copper, galvanized steel or an approved elastomeric material shall be installed , ;-'r 1G m Section R1004 Factory-Built Fireplaces in manner that prevents water entry into the building. Counterflashing into the opening of pipe serving as a vent terminal shall not reduce the required is therefore not responsible for any and all conflicts including weatherazation, water proofing and framing I n " v � m C� R 1004.1 Factory built fireplaces shall be listed and labeled and shall be installed in accordance with the conditions of the listing. Factory internal cross-sectional area of the vent pipe to less than the internal cross-sectional area of one pipe size smaller. with respect to the construction documents. I e ,1,, _< -I built fireplaces shall be tested in accordance with UL 127. R 10004.5 Gasketed fireplace doors. A Basketed fireplace door shall not be installed on a factory built fireplace except where the fireplace PURSUANT TO SECTION 69.5 (b) OF THE NEW YORK STATE EDUCATION DEPARTMENT, REGULATIONS OF THE COMMISSIONER ("REGULAl10NS"), 8 NYCRR 69.5, ENTITLED . "SEALS', AN ARCHITECT WHO SEALS "PLANS, SPECIFICATIONS AND REPORTS' MUST PLACE A STAMPED WARNING ON THE SEALED DOCUMENT INDICATING THAT. IT IS A U' "I'.Z't y� system has been specificallly tested, listed and labeled for such use in accordance with UL 127. R 1006.1 Factory built or masonry fireplaces shall be equipped with an exterior air supply to ensure proper fuel combustion unless the room VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER AND TEEM IN ANY WAY. I T 8 10 is mechanically ventilated and controlled so that the indoor pressure is neutral or positive. See sections R1006.1.1- R1006.5. �� ^/EWYO Energy Efficiency N1101.10.1.1 (R303.1.1.1) Blown or sprayed roof/ ceiling insulation. The thickness of blown in or sprayed roof / ceiling insulation (fiberglass or JOB NUMBER cellulose) shall be written in inches (mm) or markers that are installed at least one for every 300 square feet (28 m2) throughout the attic space. The markers shall be affixed to the trusses or joists and marked with the minimum initial installed thickness with I2 0 1 6 0 2 3 numbers not less than 1 inch (25 mm) in height. Each marker shall face the attic access opening. Spray polyurethane foam thickness and installed R-value shall be listed on certification provided by the insulation installer. 6i UNIT 3 6. - UNIT 3 5 = SHEET NUMBER MODEL - C (MODEL C z0 LTJ "Im"' 2C I I _ _ I I I - I -COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WHEN NOT ALIGNED WITH RAFTER, H ^ ' 66-70X24"MN. CONNECT KING 5TUD5 TO TOP PLATE ROOF FRAMING WRAP 1-1/4"X22 6A.6ALV.COIL STRAP 2x4 OR 2x6 Z ATTACH TO EACH PAR cc ,, 65-V X 24"MIN OF OPPOSM Rk7ERS OVER TOP OF TOP PLATE AND NAIL CRIPPLE STUDS � P'� o ATTACNt TO EACH PAR AT AO TO 6 EACH PARRNTM R0�� 2x AC-0 LEPER W/2-3/8"x5' LAG, DBL TOP PLATE I b'O G. = R ROOFS BOLTS a 16"OG INTO STUDS U22 6M RA 5th PLAN 2X BLOGKIN6 O `I'�'� 51MFWN STRONG-TIE Q o A35 a EVERY RR AT 2 END BAYS 2X4 STUD WALL OR ^n ,) SM'S0N STRft 514,60 STRONB W/STRONEBAGKS _� W - - EILIN6 J015T OR & �D TRUSS Z SIMPSON STRONG TIE H2 80 NAILS -TE M5 " o TRU55 BOTTOM CHORD SIMP50N H2 CONNECTOR®FA " v 51MP50N STRONG-TIE I" +�....� ` TYp, 8d NAILS NP. RDC STRAPS 9*1 tE ATTAaW TO DO PAR GF OFP05N6 RAFTE=RS. ALTERNATE TO RIDGE STRAP- H5 a EVERY Il RAFTER TO STUD AND KINGS C) FOR USE WHEN STUDS AND USE IN CAM3INATION ONLY WHt�I STUDS AND � : 6R 51RAP5 ARE Nor wren CALM TIES G I PROVIDE 2X4 DOLLAR TIE AT (WHEN ALIGNED) v NOMW�L�OR 2X4 L1I�Bt ARE LOGAT®N TTf IPPHt mRD OF TIE •� � > UPPESt THIRD OF THE ATfIG SPADE 11' � Q� IRAFTER5 ALIGN 5 DO NOT&166 ATTIC SPACE AND ATTAct�TO 51G#1 PAR aF RAFT S W/4-IOd NL1L5 YV 4-10d AT EACH RAFTER) X22STRAP AT 1-_ L m } L5U26 FOR 2x6 N Z LSU28 FOR 2x8,2x10,OR 2x12 DETAIL 4 Z V M " O ` &�� M rs C) Q W c� FRAMED 6 UH WI OR ❑ U M 00 -RIDGE STRAP DETAIL / RIDGE STRAP DETAIL2x4 OR2x6 LU2Mb®EVERY - TIE STUDS 19 1b"O.G. OR DOOR (FOR CATH.GL65 WITHOUT COLLAR TIES) / (WITH OR WITHOUT COLLAR TIES) 2 2x AC-0 LEDGER ^/3/b"x5"LAG NO T� a eo KTS. LOCATE AT / FT / 3 N.TS. LOCATE AT EVER'RAFTER BOLT o I6"Or, INTO STUDS STRAPPING TO BE I-V4"X22 6A. SMP'�N! SfRONb IN THIS AREA 6ALV.,SEE DETAIL 4101.ALL STRAPPING TIE LT5 / GABLE END WALL TO BEAR A MIN.OF 10"ON FRAMING. -TIE Hlb OR"PS OVER VY SH ATIft 16 M. D f APDL® / bDNAJLSTYP. // PORCH PROOF DETAIL AT ATTIC FOR ME Haar 5TUD5 AND L15E IN 6"NATION ONLY HHM 5TUD5 AND I 0 STRAPP I NC DETAIL I I Z STRAPPING To RUN ONTO RIM JOIST,SEE IRAFT)�t5 ALIGN 'RAFT8Z51)O NOT ALIGN H,TS. O DETAIL 01101(ONE STORY)OR ONTO STUD C) @�N.T_S. OOF RAFTER HURR I DANE TIES \ AT WALL BELOW(TWD STORY) LOCATED AT Ea/ERY ROOF RAFTER ` ATT I G ' '' Z 0 ST�RAPP I NC DETAIL U ti� 12 FOR FRAME GONNEGTIONS o ' DI N.T5. 2NDFLOOR /�� (2)2x PROVIDE 3"X3,{6°X3"WASHER PLATE AT ALL ANCHOR BOLTS 4-16d FACE NAILS FROM Z �) m KING STUD INTO HEADER ❑ v a) GOLUMN POST TOP ANGHOR � 4x SIMP50N PAB OR 5B ANCHOR 50LT5 MAY BE U51ED IN LIEU OF T 5 START NALS THREADED ROD W WA5HER PLATE. 1� kTD LENbm / KT5. LOCATE AT EVERY C0LUMW GIRDE=R CONNECTION H/LP 5M PROVIDE 3'/6x.036'&ALV.STEEL.PLATE Wr (1"MIR 6-60 NAILS AT CORNERS AND INTERSEGTIN& (4)NAILS MN N WALL5. 3'X12"X.036'&ALV.STEEL PLATE W/ R LBJbm a i l I w116 � 12-eV NAILS AT AT BUTT JOINTS IN STRAIGHT 51MP50N L5TAI2 STRAP W/ WAI-L-S H ERE THERE SINGLE PLATE OR WEAVER 5-I00 NAILS EACH END AT r CLEAR�� 2X6 KIN&STUDS NDN)a EACH JACK STUD F��I I I 24'MINIMUM LAP SPLICE TWO FOR SPANS b TO 12 FEET \ / NNAS ONE AT SPANS IF TO 6 HE:T ulr 1B�Lrm O TRA n MN DV 2-1/13 5/$"0 A301 ROD THREADED b"BOTH ENDS. THR�FOR SPANS 12 TO 16 FET 2X6 JACK 5TUD5(Ll pt5rut 6F T/S OV LBJ6m BOTTOM ► -DEM '3/4 AND I ROD AT 51MP50N 5TEEL STRONG WALL,5EE PLANS " " 12-IGD MIN.NAILS ONE AT SPANS<6' -I IST FLOOR NAILS AT ALL SPLICES TWO AT SPANS FROM b'TO 12' MIR SIMPSON POST BASE iv MLE5THREE N SPANS> R U) �•--� 2"X3/8"X3'WASHER PL W/NUT EACH 510E UNLESS NOTED OTHERWISE ON PLAN - (4)NAILS MN N I ABU44 OR ABU66,5�PLAN Q a"NAILS R IN UMTN GS 22 COIL STRAP I UPPER STORY SHEAR m l _ __ WALL TO GIRDER p~,L�NATE ANCHOR BOLT DETAIL ® XTERI OR WALL ❑ W ` FLOOR TO FLOOR T I E5 I l BELOW CONNECTION O 4 I FOR SET BACK WALLS HDU HOLD-DOWNS AND STRONG WALL DOUBLE TOP WALL PLATE SPLICE DETAIL HEADER GONNEGTI ON -Lit /� ,f N.TS. LOCAT®AT EVERY STUD I `\ FOUNDATION MINIMUM �� (3 N.TS. I4 I� It/ NOTE: I \ BOLT W/5"MINUMJM EMBEDMENT N T.5. ALTS. N.T.S. U m STRAPS IADl3t S1fATtENB PROVIDE:bd cOA�4GTN(Oil x 25"LONG)Na \ COL STRAPS M ONT 11%WVW_I0d cCll(OMI x r LONE)wa5. ( \ \\\ 6 GOLUMN POST BOTTOM ANGHOR \ KT•5• LOCATE AT EVERY COLI~OtROM DONEES.TION W WM Noll " ALLOWABLE HOLES - co To nAr VAIEY Stat $D NAIL®6 OIG AT ALL PANEL EDGES " IGD NAIL®24 0/G LVL Headers and Beams Z ,� wry Ta N� 160 NAIL®24"OIG Hlp RAFTER, 05B OR PLYWOOD W SIMP50N HGP HIP SEE PLAN SHEATHING, Microllame LVL RATE�+'� INTERIOR 1.3E TimberStrand® and I (4)N11L5 MIN N CORNER TIE LSL hole zone Parallame PSL 2 x diameter of the Y3 depth NOTE,HIM 24'WIPE MINIMUM RAl HEI6HTr I �•LBlym(t1P9 hole zo largest hole(minimum) U WALL RETURN 6 PRCVID�AT ENDS OF O BRACED WALL LINE 111E Book HIOLDOMdN MAY I L' BE ELIMINATED. PROVIDE TWO(ONE AT EACH �4, (Z'LL�15m(MN) `'�� ` bD NAIL®b'0/G Q 5100 GS-22 STRAPS PER DETAIL 4 IN LIEU OF I SIMp50M BP HASHER L5TA36 STRAPS 5HOWN IN THE DETAIL NAIL 5HEATHIM6 TO `J SILL PLATE IN 8d 2X AGO SILL PLATE DOUBLE ° o AT ALL PANEL EDGES INTERIOR d - T - - NAILS 0 4'0/6 SILL AT RILL BASEMENTS ° E (jl� ° - -L- - - - - - rF- GYPSUM BOARD ° ° 5/8 DIA STET.ANCHOR .I T'MINIMA - - -- - $D NAIL a 12'0/G AT ALL Microllame LVL and BOLTS MAX 2'8'OG_ tx 10 FIAT VAlEY EMBEDMENTEMEND BMT5 MIN T INTO GS-22 COIL STRAP ,Hat 6`1W TO B/rTHt MEMBERS NOT AT PANEL EDGES Parallam®PSL FDN.WnH TE6HiEHED NtJf s taaw. allowed hole zone 3'x 3'WASHER TO EACH BOLT. (2)1 x 6 ALQ %FSON LTP4 PLATE w4LID TO middle Y3 span PROVIDE TERMITE SHIELD SILL 51PEdN COL STRAP 15/32 056 OR L5TA36 W/10-10d NAILS 4 fin ' BG, SEAL AND MAINTAIN V MIN. �� RM AM SILL PLATE A ill AT eAat 9CM wre+F IN51DE CORNER OUT51PE CORNER d 1.3E TimberStrande LSL allowed hole zone d r l• co Co INTO STUD ABOVE AND LOCATED 2'TO b' FROM WD TO FIN194M 6RADE BELOW(2 FAGH GORNEW FROM TOP OF WALL Vn lEY MR TAPILE s. PLYWOOD SHEATHING NAL As PHt rMtiE��wryHd PLAN VIEW PLAN VIEW LLj Vi � t: 1. C6 NOTE N N Tall=2980 COIL STRAPS UNDER 5HEATHIN6 PROVIDE.8d COMMON(0.131 x 25'LONG)NAILS.COIL Gb /�p �t7� General Notes o TZ N N Cl) M co M rn 5g FOUNDATION PLAN STRAPS OVER SWATHINS PROVIDE,Lod COMMON(0.131 x Y LONG)NAILS. EXTERIOR WALL TOP EXTERIOR GIJIV`i HEADER MAXIMUM ROUND • Allowed hole zone suitable for uniformly loaded DEPTH HOLE SIZE headers and beams only. LAY-01/ER OR FALSE VALLEY 'LATE HIP GONNEGTION 43�" 1" • Round holes only y nd STORY GoRNER GONNEGTORS TYPIGAL ANCHOR BOLT STUD TO RIM JOIST TO SILL PLATE ,: STRAPPING DETAIL I8 WALL I�RAM... 5y" 1,4' • No holes in cantilevers. 7Y4'to 20" 2" • No holes in headers or beams in plank orientation. a LOCATE AT LRY STUD N.TS. See illustration for Allowed Hole Zone E4.T5. LOCATi�AT EVERY GORNPR N.T5. LOCATION A5 NOT62 NLT5. N.TS. N.TS. DO NOT cut,notch or drill holes In headers except as Indicated/n Illustrations and tables. co A MIWMIM OF TWO BRACCED WNI LINES 04J ARE`REGIIRED IN EACH I>IRECTION OF A E9UILDINB. I5ML5 SNAIJ-NOT BE SPACED F1 z Z Z O Z Z Z co E'7trem STRAP AND WALL stt*�al" WMW *V WAJ_ o 0 0 1 o o Z MORE TNNN 60 FT APART. HAULS WTNIN A BH_%%ALL NOT BE OFFSET BY MORE TKAN 4 FEET'PROM A BWL BNL LOCATIONS ARE ATE TD TOP of row Ill r 11l-��I I NOTE, TO TGP 6F PONY w1m r M u55 r5n Tn j T5n co a g ? a. SM?50N DTTIZ hIADOwN AT!!J YJSP DRACEfl IN71G/11ED ON FLOOR PLANlS 2 FT MAX PONY WALL MAY BE I I 2 FT MAX PONY WALL MAY 13E I Cu Cu w L Cu - a 0 Ill DV ITLZ (M A) 66 A5 A BRACED WALL PANEL(5 P)SHALL.WON WTHIN 10 FEET OF FAGH E3D OF A EMI.. 7W 015TMrE WTI EE1 AD.Pil lT PLACED ON TOP OF HEADER PLACED ON TOP OF HEADER 1r 1r X W W 1r o5 0 U 0 IfUE5D6E5 OF E PS SHALL NOT BE 6REATBt THAN 20 FLET. Tti3tE SNUILL BE A MINMIM OF TWO 13W ON EACH EMI.EXCEPT AT ® AT DRAGED WAL PETALS G AND R " ®� WALLS<IG,f$T LONG MAY HAVE ONE 48 OR LONGER BMP. BV4t"S ARE TYPICALLY G5-W5P SHEATHED BRACED WALL PANELS HOE LVL HEADER(SEE RAW o ® b-W NALS AT WV (TYPE A)OR GYPSUM 130ARD 65(TYPE 5). PROVIDE TYPE G,D,E,OR F PANELS A5 NOTED ON PLAN WHERE BHP TYPES A CONTINUOUS TO OUTSIDE OF PANEL N AND B DO NOT QUALIFY DUE TO MINIMUM LENGTH REQUIREMENTS OR ADDITIONAL CONTRIBUTING LENGTH OF BIP IS REQUIRED. ® El TYPES ARE INDICATED ON FLOOR PLANS. N m 3/8'4 THREADED RODS 1U IV r^ ® CS-WSP CONTINUOUSLY SHEATHED BRACED WALL PANELS(TYPE A)SMALL MEET z z v J NOTE WHERE 24•WIDE MINIMUM RAJ_HEIGHT TIE MINIMI•f OF TAJ3 r Rb02.105, NAIL 1(6'MINIMIM WALL CONTINUOUS IIVi MIN DEEP HEADER TO CONTINUOUS IIIV MIN DEEP HEADER TO WALL RETURN 15 PROVIDED AT ENDS OF SHEATNIN6 P4714 bd NAILS 0 6'O/G OPSEW AND 170/0(FIELD)APO PROVIDE.2X OUTSIDE KIN6 STUD(-----AN) � OJT51PE KING STUD(SEE PLANJ) � PALE epee I„_, G5-W5P BRACED WAIL LINE THE 800k BI OCKM AT ALL UNSUPPIORTd�PANE.E3DIl PROVIDE 800 POUND HOLD" FASTEN J'94EATHHIN6 TO HEADER IN FASTEN J'SHEATHING TO HEADER W Z HOLDOMN MAY BE ELIMINATED. PER DETAIL 14 OR 20 AT END OF BRACED WALL LINE'S THAT DO NOT KAVE 812 NAILS 0 3'0/G IN EACH DIRECTION 812 NAILS 0 310/6 IN FAGH DIRECTION u j E3TF62 A24'MIWMIM RAL HEIGHT KALL RETURN OR A 49'HMMUM BMP. �( SIMPSON L5TA24 STRAP ON BOTH SIDES AND SIMPSON LSTA24 STRAP ON UNSHEATHE TRIM TOP OF PANEL A5 REQb TABLE RbO2.105 MINIMUM LENGTH REQUIREMENTS OF C5-" EACH OF HEADER TO JACK STUD W/I6-IOD NAILS z FACE W/16-IOD NAILS O _ b-i/4 SD5 SCREWS Fy� m FASTEN TOP PLATE TO HEADB<W/2 FASTEN TOP PLATE TO HEADER 10 2 WALL MIN PANEL BOTH 5DE5(4 STRAPS PR P)4AEL) > CONTINUOUSLY SHEATHED BRACED WAIL PANELS R0W5 of Ibd NAILS a 3•o/G z ROWS OF I6d NAILS a 3'o/G PORTAL STRAPS LIT FROM EE ON W �' W WALL AJAGINT CLEAR MINIMUM 1fTl6TH OF HEIGHT(FT) WIDTH'L' U LLT HEIGHT(FT) OPN6 W16HHT BRACED WALL PANEL PAHIB.5HALL HAVE A LENGTH I!OF NOT PANEL SHALL HAVE A LENSTH'L'OF NOT W W 51415M GNW COUPLER MIT <64' 24' LESS THAN 16'FOR 8 FT WALL,IV FOR 9 LESS THAN 16'FOR ONE STORY AND 24'FOR $ 26' Q U $ 64'TO 60' 32' FT WALL,AND 20'FOR A 10 FT WALL SE � FIRST FLOOR OF TWO STORY APPLICATION. 01 32' SIMPSON 5-1513 STRON6-MIN15B Z $0'TO 016' 3b"* PLAN FOR ACTUAL LENGTH Y SEE PLAN FOR ACTUAL LENGTH 10 34' PANEL,VERIFY PANEL 15 PLUS f <b4' 21" GYPSUM BOARD "6B"BRACED WALL PANELS(TYPE B)SHALL BE a 3/8'm ANG+IOR BOLT OR q 64'TO 80' 30' 4b'MINIMUM M LEH6TN ON BOTH SIDES OF MW1 PER TABLE II 3$" V (2)JACK STUDS MIN.OR PER PLAN � (2)JACK STUDS MIN.OR PER PLAN 12 42' NOTES DETAIL APPLIES TO W ~( ADHESIVE ANCHOR 80"TO 016" 41' `R60JJ05. 56GUREV 6YPRH BOARD MTN 6d CMM NAILS, BOTH ENDS OF HEADBt ° <b4' 30' XX15"X 175'eYPSUM ESD NNIS,OR:ONE'X N7b' 10 b4'TO 80' 30' NNI-5 O'1'0/C 06M)AND l'O/G(PIED). BLOOCIN615 NOT r1 • ;" 80"TO 016" AT UNISIIPP0RTE30 PANG.E3716E5 L'tENI PANELS ARE BLOCKING AT PANEL ED6E5 BLOCKING AT PANEL EJGE5 " fV ❑ W5TAUM HORIZONTAI LY. PROVIDE"ST OR TRU55 OR FULL - •Partial credit for panels 36"to 48"wide per 8602.10.52 HE6HT BILOOKM M;MTLY ABOVE AND BELOW TYPE B WALLS ONE JACK AND KING STUDS ONE JACK AND KING STUDS BLOCKING AT PANEL ED6E5 "L" EQUAL TO ui v TYPIGAL HOLOOHN DETAIL AT CONTINUOUSLY SHEATHED WOOD or > 12" FASTEN 1M"SHEATHIM6 TO EACH STUD FASTEN 1116'SHEATHING TO EACH STUD TWO KN5 5� STUCTU RAL PANEL "CS-WSP" -TYPE A GYPSUM BOARD "GB" -TYPE B AND SILL W 812 GOMMON NAILS a 3'o1G AND SILL W 812 Coll NAILS 0 3'oiG m FRAMED FLOOR A B FASTEN 1116'SIEATHIM6 TO STUD Z NOT TO SCALE PER FIGURE R602.10.5 NOT TO SCALE PER FIGURE R602.10.5 AND SILL Od NWLS0 4'0/G PORTAL DETAIL 4A'ONLY APPLIES Q N.T5. TO 2 FT TO 18 FT WIDE OPENIN65. SHP�50H M5 HOLD"W/14-1/4'5125 SIMPSON HDU2 HOLD"W 6-114 Z SCREWS IN DOUBLE END STUD 505 SCREWS IF NO FLOOR ABOVE. � 0 � TABLE 602.10.3(1)BRACING REQUIREMENTS BASED ON 14OMPH TABLE 602.10.3(2)WIND ADJU5TT,,ENT TO Hill E OLD"W 1R ABOVE PANE.TO SIT DIRECTLY ON TOP OF � WIND SPEED,EXPOSURE B,30 FT MEAN,ROOF HEIGHT,10 FOOT REQUIRED LENGTH OF WALL BRACING. 2-1/YA ANCHOR BOLT OR EXPANSION 5GR8lSi IF FLOOR ABOVE CONCRETE FOUNDATION WALL SMPSON PTry tIaP"AT 66-WG,'DTW.ED HALL FIGHTS,AND 2 BRACED WALL LINES BOLT WITH 2X2*) (6'PL WASHER WNL EW PAN16(TYPE&HPLI AS REAM GOVT BASED STORY CONDITION ADJUSTMENT 0 Q-�' \sR BER V2 A ANCHOR OR F�AN510N BOLT G '9 BASED ON SUPPORTING FACTOR OVER 2-Il ANCHOR OR MAN51ON BOLT � ®I AT DRK,®WMl PETALS G MD R STORY BWL SPADING METHOD 6B �4 BAR DONT IN TOP OF CONCRerE CONCRETE I sM BAR GONE IN TOP OF CONCRETE �TIE (� � SHEATHING EXPOSURE GATE6URY ONE STORY G 12 H •n << m 6-100 NALS AT PTT(Z TOP 10' 25' 55' EW05L RE CATEGORY ONE STORY D 1.5 FOUNDATION FOUNDATION FouDA7bN ^� wF BAR GOVT N TOP AND BOTTOM n m PAB5-18 ANCHOR BOLT OR%THRFADF� OF CONCRETE FOUNDATION 51MP50N 561/8X24 OR PART-18 ANIGHiOR 'a, 7 �� =i EXPOSURE CATEGORY TWO STORY G 1.3 EXPOSURE CATE60RY TWO STORY D 1 b EXTEND WALL 5HEATHIN6 OVER RM J015T PROD W/WASHER PLATE,,S>)3 DETAIL 15A71 (n TOP 20' 5.0' 10.0' BOLT OR Ye'THREADED ROD, W FABS-18 ANCHOR BOLT OR 3'e'THREADED OVER RDD W/WASH♦SL PLATE,SEE DETAIL 150 SEE DETAIL 15/01 m ROOF SAVE TO RIDGE ROOF ONLY 15 FT 13 p/1}E1 i�6E 0 TOP 30 l.0 FRAMED YJAdJ_PORTAL DETAIL"B'ONLY APPLIES TO 6 FT TO 18 FT WIDE OF'ENIM65. (n ROOF WAVE TO RIDGE ROOF ONLY 20 FT Ib FLOOR PANE-HAS CCHTRIBUTTN6 LENGTH OF 48'TOWARDS RbO2.10-%)MINIMUM LENGTH WALL TO BE USED ON FIRST FLOOR APPLICATION ONLY.PANEL HAS 810 TOP 40' 9.01 18 5' ROOF WAVE TO RIDGE ROOF+I FLOOR 15 FT 1.15 REGIUIREMENT5 FOR BRACED WALL PANELS AT BRACED WALL LIMES. KNI TO BE 00tMIEUTIN6 LENSTH OF 48•TOWARDS R602.109(U MIM MUM Lt3JBTH TO SIMPSON DETETR --K 9IZE EUI ANCHOR EREVBOLTMIEN TO ❑ �� `/O�� ROOF WAVE TO RIDGE ROOF+I FLOOR 20 FT 13 ( ON FIRST FLOOR APPLICATION OILY. REGHIUIREMENTta FOR BRACED WALL PANELS AT BRAG WALL LINES. ACTUAL HORIZONTAL DE516M WIND LOAD AND CONDITION FORW l TOP 50' 11.0' 23.0' ROOF WAVE TO RIDGE ROOF+2 FLOOR 15 FT 1.1 ............................................... TOP 60' 13.0' 7T,51 ROOF EAVE TO R106E ROOF+2 FLOOR 20 FT NP II II JCZ NUMBER WALL HEIGHT ANY STORY bFT OA CONTINUOUSLY SHEATHED PORTAL PORTAL FRAME WITH HOLD-DOWNS ALTERNATE BRACED WALL PANEL ABW SIMPSON STRONG WALL 31blO ANCHOR BOLT OR 1 WALL FIGHT ANY STORY q FT OAS DETAIL - TYP E E DETAIL - TYPEF , 11E„ „� BOTTOM of 2 Io s.o l05 2016023 WALL HEIGHT ANY STORY 11 FT. 105 RAME "CS-PF" DETAIL - TYPE C "PTHTYPE D BOTTOM OF 2 20' Q.0' IQ.O' WALL HEIGHT ANI'STORY 12 FT 1.1 O SCALE PER FIGURE 8602.10.6.3 NOT TO SCALE PER FIGURE 8602.10.6.2 F W43M OF BMF.PER PLAdN DIRECTION AT STORY 3 13NOT TO SCALE PER FIGURE 86021061 TO SCALPEEGINEERED METHOD LU A °a$a: BOTTOM OF 2 30' 13.0' D5' (A NJNtlTB2 OF L9Md.PER PL>'J•l IOIREC110N AT STORE 4 1.45 Q SHEET NUMBER BOTTOM OF 2 40' Il A' 36.0' Nlf�OF BML PER PLAN DIRECTION AT STORY 5 OR MORE 1.6 GYP BD FIN15H OMITED FROM INSIDE FACE OF BNP 1.4 E- HOLDOWSLAB BOTTOM DETAIL AT SLABOTTOM OF 2 50' 21.0' 44.0' APPLIE5 TO METHOD CSW213 ONLY (_2�1121IRACED WALL PANEL DETAILS Z 2O GYP BD FASTENING ANY STORY 4"0/G 0.1 UNIT 3 6 (MODEL C) UNIT 3 50) MODEL Q E4.T5. 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I I I It I 1 11 11 z 777 111�_' GREAT ROOM I DIN BEDRM#2 WINDOW HEADER PER PLAN 0 P, — - — - — - LATEall 1 PLATE HT. 4p V-P-L-AfE_HT. iflum, c) Fmnuill fill 11 1 1 TRAN50M WIDOH- I t I I I I it 11-4w .66 BEDROOM #2 L1J_J 10"AZEK e_OH. 1.-J 1_1 2--o- FRIEZE W. c/) III I I I -j 11 1 11 1111 .1 1 11111 1 11 111 z WJ III L I 1 1', OH. 0 7r-n 1 T 2,x84 0 16,OG FOR SEAT 1 111111 111-44111 It lilt 11 1 1 1 1 11 l0" SQUARE HB46 PERMA 1-1-IJ ~ i i i i \ / EXTERIOR WALL - CLOSED CELL SPRAY FOAM 0 Ln GA5T COLUMN #46352 W- III I HARDIPLANK 5HINC7LE 510IN6 DOUBLE-HUNG IN5ULATION TO COMPLETELY SQUARE FLAT CAP 4 TYVEK OR EOJAL FIH SEAT CAVITY 0 BASE (OR EQUAL) 1/16'05B SHEATHING (2)2"Jl(8"@ END W A55 ;z) 2xb HOOD STUDS @ 16"O.C. 5IMP50N CONNECTOR CORNER COL"TO BE I I 111 11 11 11111 1 Z/1 60 R-21 BATTS PROVIDED W 5PLIT KIT ❑ TTT-M I I T7-TT— 11 11 1 1 SIMPSON H2-5A CONNECTORS I I I L I 12"AZEK TRIM TT-TIT-1 I ED GYP BD I 1 1.11. 1.1.-1 1.1 1 L-1.1 L-L. Ll 1.-1 1 1.. FLOOR III I 1 11 111 1 1 11 1 1 1: 11 11 1 1 1 �5T FLOORJ OIL FIN. I FIN. 15T r _qV_FELEV.+O'-Ow ELEV.+0'-0"r 3/4'TI!6 05B SUBIFLOOR 6LUED 4 5GREHED-RUN - - - - - - - - CONTINUOUS BETHEEN PLATES 1/16"0513 SHEATHING I'-6"P.T.P05T WITH 10" 5QUARE HN 6 PERMA AT EXTERIOR WALL C) 5IMP50N W52-3/6 P05T GA5T COL" 46382 W GAP ANCHOR 4 5IMP50N 2XI2 FLOOR F- P-4 SQUARE F CAP 4 WALL® MASTER AB"POST BASE(rI`P JOISTS @ Ib OG. w BASE(OR 6 HALL 0 r7ARA6E U) BEDROOM BEYOND ALL 0OLUMN5) CORNER GO MN TO BE BEYOND ot FIRST FLOOR LINE —-—-—- o FDI PROVIDED K'5PLIT KIT • I I i I I I I I I I j '�'� I E3 C) cs, UNFIN15HED 1365EMENT BASEMENT BASEMENT u - - - - - - - - - -I-r - - - - - -I-r - - - - - - - - - L — - — - — - - 7— - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - T - - - - - - - - - - - - - - - - - - L- - - - - - - - L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - -L - - - - - - -L - - - - - - - - - -- < Z F_ LEFTEND ELEVATION (R-13)GL05ED CELL SPRAY FOAM INSUL w ALONG IN51DE FACE Of:FND.KALL5-FULL HT OR DRAPED BLANKET INSULATION 1/411 = IlI_.OlIl 0 UNIT 36 MODEL C (FESCUE) C-6 BEDROOM #2 BAY DETAIL 61 H1614 BLIND FLA5HIN(5 LINE OF ROOF 12 BEYOND @ MASTER r- Go 00 41 BEDROOM ASPHALT ROOF SHINGLES IN cl I IN RIDGE VENT 6 RIDGE VENT 12 12F_ RVOL INSTALL ICE I WATER SHIELD PLYWOOD SHEATHING PER MANUFACTURERS :7 77 -GIFICATION5 TO MAINTAIN IN PRODUCT WARRANTY 7 15#ROOFING FELT PAPER LINE OF DORMER RIDGE VENT HALLS BEYOND 0 NOTE. IN5TALL ICE 4 HATER SHIELD PER c/) APPLY ICE 4 HATER SHIELD IN BEDROOM#3 —ROOF FRAMING z z z co z 471 1 MANLFAcTLIRER15 SPECS.To 0 0 z z FAIR WEATHER WHEN THE AIR, MAINTAIN PRODUCT KARRANTY. 0 0 p 0 !2 < CARRY WM FRONT OF FASCIA- V5 V5 0) co _j 12 0 § E a. O_ ROOF DECK AND MEMBRANE CT 0 w a, :3 D ARE AT TEMPERATURES OF . . . . . . MIN 4"TYPIGAL _j o- 13 a . . . . .. EXPOSED LOW GDR J-1 . . . . . . . . I./ , -77' w 0� ab 0 40-F WIG)OR HIGHER. ROOF BREAK , I' 'I ; ' . ' . .. I I I I I EDGE / 0.40 AU)MI"DRIP . . . . . . FLUSH ROOFS BEYOND IX5 FASCIA W. N CAP C.0 A LINE OF ROOF BEYOND @ 6ARA6E 8"AZEK A 6vTTER It i 1 11 I_rT_r_r_= FRIEZE 60. C141 D 13EPRM#2 FFFIPIN AREA J T ROOM PLATE HT. ATE HT. ilnn Irl�nl PLATE HT. As'o fill -4- 111 J I loll K- OH. z ff' Lu FRIEZE2'-0 FTT_ 2020 Nr5RG- C72427h (503b) OH. I I _TTT_T_TF-1 VENTIN6 5Y5TEM TERMINATION LOCATION: 1.1 FT C J..Ll 0 u LLJ I.A _j 0 THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN 11 1 111 1 11 11 1 1 1 11 111 i�I I I I I III AL __L Lu C w INPUT OF 10,000 BTU PER HOUR(300 OR LE55 SHALL BE NOTE- > 1� I I I I I I I I I I I I 1 11 10" SQUARE HE346 PERMA w LOCATED AT LEAST 6'FROM ANY AIR OPENING INTO A _F7 — -t;:1 APPLY ICE I HATER SHIELD IN w BUILDIN57,AND SUCH AN APPLIANCE WITH AN INPUT OVER lopoo 11 1 LI It 111 11 11 1 11 Ib I I I I TT7 CAST COL" #46382 W FAIR HEATHER 'u ti 1 11 Tj= THE SQUARE FLAT CAP 4 Ht AIR ROOF DECK AND z BTU PER HOUR BUT NOT OVER 50,000 E3TU PER HOUR SHALL BE TFTT MEMBRANE ARE AT INSTALLED WITH A q INCH VENT TERMINATION CLEARANCE,AND 4;_T= BASE(OR EQUAL) TEMPERATURES OF 40*F(5*0 OR AN APPLIANCE WITH AN INPUT OVER 50000 BTU PER HOUR CORNER HIGHER C) COLUMN TO BE w SHALL HAVE AT LEAST A 12 INCH VENT TERMINATION 11 I.J III I PROVIDED W 5PLIT KIT z'z' 9 CLEARANCE.THE BOTTOM OF THE VENT TERMINAL AND THE AIF IF117 T__�:F 7 T INTAKE SHALL BE LOCATED AT LEAST 12"ABOVE GRADE. I if 11 1 1 1 11 11 111 1 11 111 11 H I 1 11 1 1 1 LI I LA-111- FASCIA BOARD AZEK SOFFIT El I I 111 11 1 1 1 11 BOARD IN 2"CONT. tilill 1111 1 VENTING OR VENTED FIN. 15T FLOOR 11 1 1 1 11 11 y A VINYL SOFFIT Cd :Ej:— - — - — - - ELEV.+0'-0' 2020 W5RG- R312.2.1 I I;Q FIN. 15T FLOOR,* IN D1',ELLIN6 UNITS,WHERE THE TOP OF THE 5ILL OF AN \_bxb P.T.POST WITH _j OPERABLE WINDOW OPENING 15 LOCATED LE55 THAN 24' 10"5WARE 1-1546 PERMA I I ki EXTERIOR CAST COL" #463L32 W 514:50N W52-5/6 POST DETAIL 2 z < ABOVE THE FINISHED FLOOR AND GREATER THAN 12"ABOVE -HARDIPLANK 5HIN6LE 51DIN6, 0 THE FINISHED 6RADE OR OTHER 5WFAGE BELOW ON THE -TYVEK OR EQUAL SQUARE FL�T CAP 4 GAP ANCHOR 4 5IMP50N cf) EXTERIOR OF THE BUILDING,THE OPERABLE WINDOW SHALL -1/164 055 SHEATHING BASE(OR E AL) ABUbb P05T BASE(TYP HALL MASTER COMPLY WITH ONE OF THE FOLLOWING: -2x6 WOOD STUDS @ lb*O.G. BEDROOM BEYOND SCALE: 1 1/2" V-0" w CORNER Go To BE ALL COLUMNS) ?'u ER;� C) OPENIN655 THAT WILL NOT ALLOW A 4 INCH DIAMETER I lk-\ L� ':� -6'R-21 BATTS FPI <� PROVIDED) 5PLIT KIT � ��k TO PA55 THROUGH THE OPENING IN ITS LARGEST OPENED �1:3 1 1 1 POSITION. FALL PREVENTION DEVICES THAT COMPLY WITH A5TM F 2090 WALL 0 67ARA6E W (n (THE WIDOW OPENING CONTROL DEVICE AFTER OPERATION TO RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO BEYOND FULLY OPEN,SHALL NOT REDUCE THE NET CLEAR OPENINI55 U) 810 AREA OF THE WINDOW UNIT TO LESS THAN 5.1 5WARE FEET. BASEMENT BASEMENT� - - - - - - - - - -- TI- - - - - - - — — — — — — — El A/EW 0 - - - - - - - - - - - T-L — — — — — — — — — — — — — — — — — — — — — -- — — — — — — — - — — — — — — — — — — — //v E w L- — — — — — — — — — -L — — — — — - - - — — — — — — — - — — — — — — — — — — L-- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -L — — — — — — — — — — — — - ......... ............................................ JOB UMBER - R16HT END ELEVATION rB 1/4 111-011 2016023 < SHEET NUMBER V UNIT 3 5 R-4q) Ixt'4 IA Ila "F K Fp - 4. I;H. 2 0 UNIT 3 6 UNIT 3 5 DUET CLUSTER cn MODEL C (FESCUE) _ (MODEL Q (MODEL--- C) ELEVATIONS- z COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED F- LIT OF REAR CHEEK Z Lu E 13'-0" II'-2" 14'-b" I 14'-2" 11'-2" 13'-0° WALL® UNIT 36, - - - - - - - - - - - - p 4-J 0 ani /C (DO C-7 C-6 F- co ti 8" ( 12'-10" 8" 10'-0" 4'-11" 4'-4' M.O. 5'-3" 4'-11" 4'-4"M.D. 4'-11" I D'-0" 8" 12'-10' co - Z Q ( - UNEXGAV. o o = q I = o 2 4 4'P.G.SLAB WITH bxb, U M ry IOAO W.W.M.OR FIBERMEEH. UNEXGAV. MIN.3500 P51 GONG. F2 1 4'P.G.SLAB WITH bxb, I f° M _____ IOAO W.W.M.OR FIBERME51-1. I a I MIN.3500 P51 GONG. 2 HD I EDI WINDOW o I ------, 55 I o I m HD o O _ -� 2x12 FLOOR JOISTS HD EGRESS I 4 Z 2"x 10" o ® I b"O.G. 4 o I WINDOW EDI O SLAB SEAT _ ;n o " N tt' O I Q o I f- `�' 2X12 FLOOR JOISTS U HD 4'WIDE J015T---Z I • ® Ib"OG. I `r 0 SEAT.T.O.SEAT I o 2"x 10' z Q Q ELEV= (-)I'-I " I( D1 o I -J �n - SLAB SEAT 12"P.G.FOUNDATION WALL I = ` 4"WIDE JOIST HD O WITH DAMPROOFING ON 4 SEAT.T.O.SEAT i II ELEV= 21-011 10" 24'x 12"P G.FOOTING 13'-2" I EDI g'-4" 14'-b" _ O d J LP.G.FOUNDATION WALL OW Ln 0 4 WITH DAMPROOFING ON ~ O O I 10"P.G.FOUNDATION M DIRECT VENT HEATING EQUIP. T_ 3 'DIA STEEL COLUMN Air WALL WITH DAMPROOFIN6 I'-p" 14'-8" q'-4" EDI I 13'-2" 24"x 12"P.G.FOOTING 10" 2' o" 1° Z ` ' JHD A�IANGE5 SHALL BE INSTALLED FT61(U.ONJ IANCE CLEARANCE ON P"x PPG ON 20"x 10'P.G.FOOTING• oWI THE CLEARANCES FROM -T.OW ELEV. = I 10"P.G.FOUNDATION I 3�'DIA STEEL GO LUMN Q DIRECT VENT HEATING EQUIP. 4"H IDE UNPROTECTED COMBUSTIBLE X. UNF NI D B T J I 1 WALL WITH DAMPRDOFING I I " w J ON 3 x x v�PG APPLIANCE CLEARANCE Hp J015T SEAT. M+�TI3ZIAL5 A5 INDICATED ON THE «e'-0'CEI - I ON 20'x 10"P.G.FOOTING I r i N.b.NJ APPLIANCES SHALL BE INSTALL TOW.ELEV= (-)1'-Ij" AI�PLIANGE LABEL AND IN THE L J •(R-i )GL I SPRAY FOAM INSUL -T.O.W.ELEV. = 0'-0' " `° WITH THE GLEARANGES M II MANUFACTURERS INSTALLATION ALO&*I FO.WALLS-FULL ® I I L I I UNFINISHED BASE T I UNPROTECTED GOMBUSTIBLE 4 WIDE I TRUGTION5. HTALO�RE� �KEAT INSU.ATION o0 0o I 4TERIALS A5 INDICATED ON « TI IPUG S TO EE INSULAITED AS PER/ I I '8-0 GEILI �E J015T SEAT. HEA N6 "(R-13)GL05E Y AM INSUL L J APPLIANCE LABEL AND IN TME TOW.ELEV= VIDE FRESH AIR INTAKE Q o u N.Y.S.GORE. I I ALONG INSIDE AG MIIALL5-FULL MANUFACTURERS INSTALLATI N II • MEGH EQUIP PER CODE D �- IHT OR O HD I O I o 0o ALL EXP05�HOT WAI�INR P pIN6 AND/OR INSTRI1GT101 ^ , 2x12 FLOOR J015T5 I 152 RL69R J5T5 2x12 FLOOR J015T5 I Q ( i�ATIN6 DUCTS TO BE INWIW AS PER F- ® Ib O.G. ® Ib O.G. / ® I6 O.G. N.Y.5.GORE. o p PROVIDE FRESH AIR INT I uj ^ T F— 7r I I ,- fl TO MEGH EQUIP PER J (q 2x12 FLOOR J015r5 I 2xIL00R�015i5 I 2x12 FLOOR JOISTS HD p - r ^ ( L J m ® 16"O.G. I --� ® Ib"O.G. ® Ib"OG. 2, D„ m V J L J BASEMENT SLAB r 8 _ r —1 w o FD1 I '4'P.G.SLAB 01 . PSI GONG FDI — I I I SEMENT AB I O 9�fz MI VAPOR - L J +'4"P.G.SLAB(MIN.2500 P51 GONG,) L J Q BARRIER F E FILL 15%DENSITY I I m 8 -� # MIL.POLYETF LENS VAPOR 1 W r I'-0" -2 FDI 3 B T TO"1555 DENSITY I FD 1 U 10 gRRI -0 JN150 -1 L 142 I ( I � � j P05T ABOVE (4)2" I 'FLUSH c� cx tEARING WALL o O '- jt7� (2)FJ- - - - - - - - ( 14'-2" J �J 5-0 10 x j -' L - - - (4)2"XI " LUSH P05T ABOVE - p F- ( ) 21 FJ �(`� UNDER BEARI} - - 'n v 3 L J SOW. ( L'J - - - - - (2)FJ _ _ '' W ° r —1 10.11 2 FJ1�7 4'WIDE J015T a I 12 FL N SEAT.T.D.SEAT Q J - - - - — - <r o w 1z ELEV= (-)1'-I�" u' 2 I OOR J015T5 r "0 Sa_ 3)2X12 x I kD 4"WIDE J015T - II = HD • I t� — I - _ - - - - — 3 8„ X 2\ I 3 r.o y� o SEAT.T.O.SEAT �- - J -1 o C-6 ELEv - 2x12 FLooR 5 5 _ — - r ELEV= (-)1'-I�" UNEXGAV. 2x12 FLODR J015T5 _ o -- — �6, - 4 P.G.5LAB WITH ® I "O.G. I — }ro ti ti 00 ro b 6,10/10 W WM. 4'- � — I cn c� coo ao FD1 OR FIBERMESH. - - -� J o ,} g" -0 o r MIN.3500 P51 ti 2xI2 FL J015T5 UNEXGAV. C.�j •- zrl ri o c� co of cti Q N N N M I� � N N o NG. ® Ib"O G. 4" P.G.SLAB WI 7 .= �i �i ri r� <o .- vi �r; b bit bxb,loll0 FD1 2"x 10" ` I (T r4 ( o J OR FIBERMESI+. g SLAB SEAT — g I g 3 MIN.35001 N C-6 4 b" I - g'-10" \ D.. 4._b" 8 r g wl C-6 � � 2"x 10" #5 GORNE KEBABS W/ 4'-0" 5 I ° I'-0" Wr2 SEAT #5 CORNER REBA W/ 4- I 2"X12"FLUSH _ I LEGS® DPOINT OF -2 vi z co CO) 4' WIDE JOIST °g_ 3�up 14R FOUNDATION WALL 8 1'-6" g FOUNDATION OWALL I'-b" HD SEAT.T.O.SEAT -2x12 F R JO15T5 FROM TO rl BOTTTOM. z z z O z co z 5 N SEAT. NII-1j" ® 1 " G. (2)2XI2 FLUSH o I FROM TOP a BOTTr M. " a. • V5 3 V5 co O 0550 O5O Z -� 6 CuCu � � z an j " I ---- --- ---- (3)2 XI2 FLUSH m w a5 U U U a O � 10 2=6 14'-2 8 tY u, UNEXGAVATED TYPICAL § I I g UP 14R 2x12 FL ISYS J 3-4110 4"WIDE JOIST fy re ;,, o GARAGE SLAB o b o UNEXCAVATED TYPICAL (2)2X12 FLUSH " AT.T.O.SEAT o a f 4"PL.SLAB(MIN.3500 P51 GONG) �- GARAGE SLAB ® 1 'G' ELEV= (-)1'-I�' d? N _ 12"FLUSH I REINFORCED WITH bxb,10/10 WWM. N 14'PG.SLAB(MIN.3500 PSI GONG) 8 14'-2" o • *TAMP d FILL TO g5%DENSITY QQ 3 REINFORCED W1TH 6X6,IOAO WAM. ` HD •SLOPE 6ARA6E SLAB DOWN 2 I O •TAMP! FILL TO 1555 DENSITY 2 12 FLOOR,JO T5 I TOWARDS 6'�`�`�DOOR N I - •SLOPE 6ARA6E SLAB DOWN 2' TOWARDS GARAGE DOOR (3)2"XI2" • 10" 2'-b" -c `r II'-S" 8" Il'-10° 1'-0" 2x FL R JOI S pLu IV Z a� I Ib"OL.o [ ) CD 8" P G. FOUNDATION I I'-O" Il'-10" 8" 11'-8" `r a 2'-b" 10" v 0 v HD 4'WIDE J015T WALL WITH " �,.� F� Y DAMPROOFING ON TOP OF WALL 8 P.G.FOUNDATION 0 O w SEAT.T.O.SEAT v o ELEV=(-)I'-i�" 4" I Ib"x 8" DP P.G. DN= -I'-2" I WALL WITH ^ FOOTING DAMPROOFING ON ( Z i--W a? III Ib"x b" OP P.G. 4"WIDE J015T HO O r 2x12 FLOOR JOISTS TOP OF WALL FOO INC ( 4, SEAT.TA.SEAT W 4 ® Ib'O.G. B Ab MD b" DN= -11-2' ELEV= (-)I'-I " 0 i-1ztN. r o Q ID" II'-4" n' 10" 3 It, IN 2x12 FLOOR J015T5 �r FD 1 0 ® lb"OL. _ 71_ 3 Q 10" IO" F y • z m p HD o HD FD1 v Q ui C14 z 2 — — — — — C7 0 o m -- - - FD 1 HD ` HD (n .. .. . ............ -o" r-0" _ w GEST RE4q OF FRONT OF Ib'-0" M.O. I'-4" I'-8" Ib'-0"M.O. �� U Q- �aRBER;,- LINE C� 'Q FOUNDATION WALL® 2 2'-0" 2'-b" 2'-b" 13'-0" IS'-4" 18'-8" H .> BEDROOM#2 UNIT 35 111! 11 13'-0" 2'-b" 2'-b" 2'-0" C A A C W cn Zl• UNIT 3 6 UNIT 35 I .. ........................................... : MODEL C (FESCUE) MODEL C (FESCUE) O NUMBER 2016023 MULTIPLE LVL GIRDER GONNEGTION5: GENERAL GONTRAGTOR5 AND 5UE3GONTRAGTOR5 TO REVIEW THE5E m SHEET NUMBER HD= HOLD DOWN GON5TRUGTION DOGUMENT5 UPON REGEIPT FROM ARGHITEGT AND UNIT 3 6 UNIT 3 5 DUET CLUSTER = FOR ALL MULTIPLE LVL GIRDERS, LAG BOLT REPORT ANY AND ALL D15GREPANGIE5 INGLIMANG ANY DIMEN510NAL FOUNDATION PLAN �. AB= ANCHOR BOLTS 0 T06ETHER H/ 1/2" BOLT5 © 2'-0" O.G., 2" MIN, GONFLIGT5, IMMEDIATLEY TO ARGHITEGT FOR GORREGTIVE MEh5URE5 Z SGRAE TAROON6GWALLS0N FROM TOP $ BOTTOM, 4 MIN. 4" FROM ENDS PRIOR TO GON5TRUGTION. DO NOT 5GALE ORAwING5. DIMEN51ON5 1/4��=i�-o�� (MODEL Q (MODEL Q FOUNDATION PLAN U 5HALL BE GALGULATEI7 AND NEVER 5GAL.EP UNLE55 OTHERH15E NOTED. w C � 2 ul COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED LINE OF REAR COVERED PORCH ^ ' 10 5QUARE H[3$6 PERMA GA5T GOLUMN_ ®UNIT 36 Z W� - - - - - - - - #46382W SQUARE FLAT GAP 4 BASE - - - W E - u0 - - - — 10" SQUARE HBG PERMA CENTER LIVE OF o 2 o ) � CAST COLUMN#46382 W/ 2 HOUR FIRE RATED (OR EQUAL) - CORNER GOLI1t`1N TO BE a bxb P.T.P05T WITH I I i CC7 5QUARE FLAT GAP 4 BA5E A RE515TANGE WALL A PROVIDED W/SPLIT KIT O � U SIMPSON BC52-3/6 P05T I 14' 2" (OR EQUAL) - CORNER C-6 A55EM13LY C-6 C-7 GAP ANCHOR 4 51MP50N i I COLUMN TO BE PROVIDED 2" 2X� I - - - a' Z T HIT[i �I�� 11fu ABI166 POST BASE(TVP " W/SPLIT KIT o " o " „ O W I I I Q Q 11 51MPSON BG52 3%b P05T 0 �- o � ca -ALL COLUMNS) I GAP ANCHOR f SIMPSON '�'� � u Q 2-0 13-2 I I Til-0 - 14-b 14-2 11-0 13-2 I 2-0 C) o rn o ABUbb P05T BASE(TYP COVERED ALIGN TOP of (2)3016 TR I2 (2)3016 TR (2)3016 TR p (2)3016 TR 0 I GOVERED 1 -ALL GOLUMN5) _w �N � I PORCH °- (2)3050 DH (2)3050 DH (2)3050 DH o (2)3050 DH I- y TRANSOM5 � ®Sb" HO HT DI " ® 8'-0'HD HT _ " " „ " ® V-Ol HO HT I " PORGH I I 4 z v 5.-T. 6-1 5'-6' S 6 b 10 7 8 T-4 6-10 5-b 5-b" - 6-1 6-1 I i 19 12 ALIGN TOP OF 1 0 Q w o M Q N I 12 2 0-1 x u') ti co HD IF - - -1 F - - - -I DI DI FW2 DI ry I ❑ (� c� m L - - - JL -� - J I HD m i IqO 6 TR I 12 1q - - - ' Iq I I X o - 6080 SL. L.DR W/ 3016 (2)2X10 HDR ..J —+ —� = o DI DI I F -— �F I DI I - a _ •- - - 4 4 (2) IS" SID IGHTS @ 8 HD HD Q m F - - - ,F - - - , I cn 1 �� I I L - - - - - J HD 1 I —� (2)2XIO HDR 3016 = 6080 5 6 a01 R i I _ 4 -— — — @ '-0" D N " L. 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D�0lr"\ 0 HD (3) 2xb HDR Ii I PORGf II = _p NOTE 5: " •NB 0 3080 EXT IN5UL OR I� 1 I I Q VAULTED GEI INC I SHWR PAN r -T �- W/(2) 12" cO 2868 IN5UL DR- TEMP.C—LA55 SIDELIGHTS 5.4 I I FOYE = ry I 45 MIN.FIRE PTN ON 2X4 I 1 NOTE "5": o I 11 GORGHD 1 �- pl 5016 TR m w `r rn co RATED W/SELF KNEE WALL I `° `° - Q 2xb DR F- Mor corn cd CLOSING DEVICE B ; I I IIN IN li B m 2 3'-4" 6" 10'-0" 4" 3'-4" 6" C-6 I B 2868 IN5UL OR- N 3080 EXT IN5UL DR ;o B o eN- cN u1 C-6 bxb P.T.P05T WITH 2 2X12 J. I C-6 45 MIN.FIRE I Y LTED GEILIN6 I I 5'-4" W/(2) 12" 51MP50N BG52-3/6 POST HE, Got -- , TWD GAR GARAGE I I I TEMP. GLASS ` vEv1cE I - FOYER I 1 51DELI6HT5 GAP ANCHOR 4 51MP50N a I I I I PTN ON 2X4 6" 3_4" ABU66 P05T BASE(TVP '4'P.G.SLAB(MIN.3500 P51 I bxb P.T.P05T WITH I � �I I I I KNEE WALL r 2X12 FJ. mIq 0 V ® I 1 IO G REINFORCED WI11f bxb, 1 - - :o 602 HD 51MP50N BG52-3/6 P05T -ALL COLUMNS) Ccu DI WC 5v I *SLOPE 6ARA6E SLAB DOWN 2' I I I TWO GAR GARAGE 1 s GAP ANCHOR 3 51MP50N o UP 158 I TOWARDS 6ARA6E DOOR I I c I f . . . ¢ I I 4 P.G.SLAB(MIN.3500 PSI ABU66 P05T BASE(TYP z Zo 3030 AWN 6" 8'-b"©EF 4" ° 4'-b" 3'-8" 6" I� TYPE X 6M BD ON 6ARA6E I I ( GONG)REINFORGED WITH bxb, I L V o -ALL GOLUMN5) m z z z O z z @ 8'-0"HD HT O I ry WALLS CEILING ry I I 10/10 W.K.M. I rip® WC 19 m O O O F. O O z z m 10-0 CEILING b n, I _ TYPE x'GYP 13D ON INT OF z •SLOPE GARAGE SCAB Dowty 2" co 0 ¢ 0) c a a im © BATH #2 m I LIVING SPACE GOMPION WALLS TO ( 5 I Q TOWARDS GARAGE DOOR I UP 158 o DI 5 w W 5 w a a @ASE �I I Fw-2 I I * 'TYPE'X'GYP BD ON GARAGE �� p 6� 3'-8" 4'-6" `° 4" "� EF©8'-b" 3030 AWN f�L w Cru a5 V V O a = ( I I WALLS E GEILIN6 Im o D�°� 10'-0'CEILING @ V-0"HD HT m e I HD ebb `t I N L I • 'TYPE'X'GYP BD ON INT of I n, BAT # O o I I I LIVING SPACE COMMON WALLS TO I I H 2 m N INT BR6 MTN I I m Q S i LINE OF SECOND i I �- GARAGE FLOOR ABOVE 1 ecq v DI GL. Q ®� `v \45 `HDir u' b " I I I INT BR6 PRTN (4)2x6 P05T b (R-21)BATTS ENERGY NOTES ZZ II-0 GEILIN6 I ® Q GL. Iq f- � II III LINE OF SECOND I - ALL CONSTRUCTION SHALL COMPLY WITH THE 2020 ECCCNYS e BEDROOM #2 _ (L _ F- -I J I - D/21 I I FLOOR ABOVE I I � �, , DI � W RESIDENTIAL PROVISIONS. HD - - - - J- -L:!-- - - --� pl I I 6"(R-21)BATTS I (4)2x6 P05T " �d a 0 0 2'-b' b" 12'-0" 6111 18'-0" 4 I I_ I I-0 GEIL NG IL - SEE SHEET T-2 ENERGY CODE NOTES N 1101.10.1.1 - N 1104.1 m Iq L _ J 1� _ BEDROOM #2 w U m (3) Ij"X 160 LOW --�-� - - J- -L - - - e W w DI `� LVL 61RDEIR UNDER - 16010 OH DR cy " b" " L D W O v Iii iy BEARING WALL - - _ _ e 4 Z3 18'-0" 12'-0" b 2'-6" o p W = ¢ 10.4 r - - - - 5 I/4'x Ib'LVL HDR ;o Iq HD Iq `° (3) 1i"X I6"LOW � I`1 Lo Z O v o 2020 NY5RG- 62421.8 (503.8) r 1q HD o vl cv vl C7 F/21 cv DI 16010 OH DR LVL GIRDER UNDER Fv VENTING SYSTI=M TERMINATION LOGATIG l� 1 pl Q DI o e - _ _ _ - _- 0 BEARING WALL ry W O E T Q THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN INPUT OF C-1.1 'v HD lz 5 1/4"x I6"LVL HDR HD 10,000 BTU PER HOUR(3KW>OR LE55 544ALL BE LOCATED AT LEAST D/21 F/21 Iq �' ❑ 6'FROM ANY AIR OPENING INTO A BUILDING,AND SUCH AN e SEAT e o o DI 1 V) APPLIANCE WITH AN INPUT OVER 10,000 BTU PER HOUR BUT NOT HD HD d v1 I 2 OVER 50,000 BTU PER HOUR 5HALL BE INSTALLED WITH A q INCHJ(2)2X10 HDR �_ FW2 v ►ii w VENT TERMINATION CLEARANCE,AND AN APPLIANCE WITH AN INPUT OVER 50,000 BTU PER HOUR SHALL HAVE AT LEAST A 12 INCH VENT m 1q F -:fl -IF - - - - e 5EAT :fl 0 O h-ti m TERMINATION CLEARANCE.THE BOTTOM OF THE VENT TERMINAL AND DI L _ _ _ JL - - - J DI lz HDJ (?)2X10 HDR HD J _ _ (2a 301 TR_ Z qQ v THE AIR INTAKE SHALL BE LOCATED AT LEAST 12 ABOVE GRADE. _ _ _ LINE OF UNIT 35 - - - (2)30 DH - - - - 2" - F - (2) Ib `fl I`1 O O BEDROOM#2 C A A Iq C L - -(2} �0-9H- - J cn FRONT BAY 4'-0" 4'-0" C-7 C-6 C-6 D1 C-7 @ '-0'H ........ .. ........................... 2020 NYSRG- 8312.2.1 WAIL BEYOND DI W 4'-0.. 4,_0 GAS C E R p q� IN DWELLING UNITS,WHERE THE TOP OF THE SILL OF AN OPERABLE 2'-b" 8'-0" 2'-6" I-0" Ib'-0O"R.O. 1'-4" 1'-8' Ib'-O"R.O. I-O 2'-6" 8'-0" 2'-b" ��C/ �: �� RTO/x C'S- WINDOW OPENING 15 LOCATED LE55 THAN 24"ABOVE THE FINISHED FLOOR AND 6RFATf3zt THAN 12'ABOVE THE FINISHED GRADE OR 2'-6" 2'-6" 13'-0" IS'-4" ( 18'-8" 15-0" 2'-b" 2'-6" m n OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING,THE - „ OPERABLE WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: 2-0 36 4 Z OPENIN65 THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE TO 3b'-8" 2'-0" .�: �' PASS THROUGH THE OPENING IN ITS LARGEST OPENED POSITION. CENTER LINE OF 0 FALL PREVENTION DEVIGE5 THAT COMPLY WITH A5TM F 20`10 FLOOR PLAN TOTAL LIVING AREA = 2,015 50. FT. 2 HOUR FIRE RATED TOTAL LIKING AREA = 2,013 5Q. FT. a,o .E- UNIT 3 6 I RESISTANCE HALL UNIT 3 5 FLOOR PLAN ° 1T1E WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO I I II NEW` }�I ASSEMBLY RELEA5E THE CONTROL DEVICE ALLOWIIN6 THE WINDOW TO FULLY NOTE : 2XI2 FJ © 16110 . MODEL (FESCUE) 1�4"-1'-0" LIVING AREA= 1,599 5Q. FT. 1�4cc-1c-ocf LIVING AREA= 1,5gq 5Q. FT. �i ..NUMBER OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING AREA OF THE 0 C 3-PM DEL C (FESCUE) WINDOW UNIT To LE55 THAN 5.1 5QUARE FEET. GARAGE AREA= 50. FT GARAGE AREA= 317 50. FT. COVERED PORCH AREA= 250 50. F. GOVERED PORCH AREA= 250 50. FT. 2016023 RN Lii NOTE E R: ONE CARBON MONOXIDE ALARM IN NF1^I ONE EF °F_XHAUST FAN' GENERAL CONTRACTORS AND SUBGONTRAGTORS TO REVIEW THESE � SHEET NUMBER AND TYCO-FAMILY DWELLINGS,TOWNHOU5E5 STAIR MANUFACTURER TO MULTIPLE LVL GIRDER GONNECTION5: o� O� y GON5TRUIGTION DOGUMENT5 UPON RECEIPT FROM ARCHITECT AND UNIT 3 6 UNIT 3 5 DUET CLUSTER = NOTE: PRE-ENGINEERED ROOF HD= HOLD DOWN AND DWELLING UNITS IN GROUP R-2 DE516N 5TAIR5 To MEET ALL © ALL DRYERS TO BE VENTED TRU55E5 W/ 12" MIN. HEEL BUILDINGS(COND05 4 COPS)AND UNITS APPLICABLE CODES AND To FOR ALL MULTIPLE LVL 61RDER5, LAG BOLT TO OUTSID=AIR PER GME REPORT ANY AND ALL DI5GREPANGIE5 INCLUDIN6 ANY DIMENSIONAL a ALL WINDOW5 5HALL BE REPORT ANY 015GREPENGIE5 : GONFLIGTS IMMEDIAYLEY TO AR( FOR GORREGTIVE MEASURE5 z ANDERSEN 200 5ERIE5 ©= TEMPERED OFFERED FOR SALE,IN THE IMMEDIATE AND CONFLICTS TO THE TOGETHER >^v I/2 BOLTS © 2-0 O.G., 2 MIN, ®2 CARBON MONOXIDE ALL WASHER TO BE M O D EL C (MODEL C FLOOR PLANHEI��HTS N.O.N.) @ 24 O.G. VICINITY OF BEDROOMS,ON THE LOWEST �� DETECTOR PRovIDeDWITH DRAIN PANS PRIOR TO GONSTRU�TION. DO NOT SCALE DRAWINGS. DIMEN510N5 5HALL l lDESIGNED BY TRU55 ENGINEER GLAZING FLOOR LEVEL CONTAINING BEDROOMS. ARCHITECT PRIOR TO STAIR FROM TOP $ BOTTOM, 4 MIN. 4 FROM EN05 SMOKE DETECTOR BE GALGULATED AND NEVER 5GALED UNLE55 OTHERWI5E NOTED. ! l C � 3 FABRICATION. w O COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED 4 F_ QJ z w E G 0 ��- - - - - - - - - -�_ � 11'-0' PL HT AFF. 4 ° O I I I _ _ z V DU.. C A 11'-0" PL HT AFF. ��— — — — — — —r�� 0 w I _ ` 0 OH. C-7 C-6 GENTER LINE OF A— — — — — — — — — — U '� 05 2 I I I 2 HOUR FIRE RATED I ( I i ■ v >�•, 11'-0" PL HT AFF. I I I I RESISTANCE WALL I A C IpH, I I I of +� C"01>: I ASSEMBLY C-6 C-7 I I cow? jI I I I I I II'-O" PL HT AFF. O Q w = M I I I I U o y4 I I I I ❑ � = ti I I 4 2 OH. I i 11'-0" PL HT AFF. — 11'-0" PL HT AFF. . n IIII " _ _ _ _ OH. FRAME ' — — I OH. I I I I - - - - — 7 I Q a I"I I I z _ 0 —r - � = = _ = = _ IE - -J J rr I L _ i-- II L_ _ _ = = = = _ = _ �� z IIII I I 1 I I I 0 IIII r— T I I I SII I- - - - - - - — i I i fT�l 0 �I I I I I I I III I i � I IIII 0 � J I r 7r_7-1 I I I I I I III I I I f T IIII 1-_ C� r- - � 7 I II I 11 I I I I I z I r I I IL JI I I I I I I IIII I I 1 1 I I — ❑ Qji (z) III II I " , I a III I� i� ul I � ( III I I II I I IL JI I I � r � I w t""'I I I II I NOTE R I I I III III I I I I I I! IL _� II I I I 'I � I III it III � I " I III I I I NOTE "R I II I L � _ _ J _j L _ � I �- - - - - - - - -� II I I I I I L —I - -I III I _ II i I I _I - - �- � I I U -LL ��III i 'll � — II \ I 0° V I I � � n O 1'-0" b" 15'-4" - I,-0" [4- I I 13'-10"� 4 115'-0" 4"'L.11- "I 4" \ I I I I — _ 1� / ON. I � � II � I _____' `_ _ I I III (4)2xb POST I I INT BR6 PRTN (T I I I'_4" 4n 5.-0..i i 4" // 3� I I 4" I'-0"� IS'-4" b° I 10-OH V n -ROOF TRUSS GIRDER- - - - I I I — — H L _ J L_ _ _ _ _ a •o I I `i I i (4)2xb POST IIII F<- RAIL 11 I RAIL \ Tt� INT BR6 PRTN - - - -ROOF TRUSS 61RDER- - III r , III ~ v z w 15'-2" 4" ETEF b_b" b„ o TUB / RAIL I II i U I)I OPEN TO FOYER BELOW ®� 8'-0"GEILIN6 8'-0"CEILING --(/ (II 0 / F_ LOFT BATH #—I n EF 4 DN 138 SIL b 0, -b 151-211 I I OPEN TO FOYER BELOW III " " b" 8'-0"GEILIN6 8'-0"CEILING ® I 1 I I- — — — — — — '- b b'-0" 4 4'-8" 4 3'_2" b 2� cep II — -, FBATH #3 LOFT �r I -� — — — � rcm I I � a- RAIL 158 I 1 .. I I 11 n n " 'I - I-b �r `1d° b b 3-2" 4 4'-b" 4 b'-0"I b _ - - 411, " n " < c s ��8 I m II I r-b° .. h ti co CO 3 I I I I O 3-2 6 3-0 4" I OH. ( I ti ti - w N N N co (O N N 10 � 1 N N cn I [4t- 3--oll b" 3'-2" 4" l O I I I I Q B 5D® ICL 4 I I c-s - - - - - - I I o .yd° I I I o i ��_ _ r - - - -r — l I I I kD I — — —b" 3'-0" b" 2'-b„ 4" 81_2" bit `r — — " " N co _ o ooi= oozZ (2) 2x8 - -�- - - - C — �� L I z z z o z z z e-0 GEILIN6 FLUSH I _ - - I C 0 0 rn ¢ g Z a a II I I I I BED OM #3 " 4 b" 1 1 �� > I I ( III �, a._2.. 2._b., n 3' O" — — — 15 w S a o 0 11'-0" PL HT. n I \ I I I II (2— 8'-0" GEILIN6 I — _ — I I I w w w a6 0 0 o OH. L )� — — — — — — \ — 3'-0" I b" 11'-0" b" 13-o„ III BEDROOM #3 - - II I I I I i� 11 II N �� I I III I I N I I I l ) 1'-0n 11'-0° PL HT. O cli ENERGY NOTES III 3'-0" " A 11'-o" b° 3'-0" � L — — — — — — — — — �' '' - ALL CONSTRUCTION SHALL COMPLY WITH THE 2020 ECCCNYS I I -=- I I r f-F — RESIDENTIAL PROVISIONS. I_0" I I b'-O" PL HT I F"' oH. I , I I III ® I I I I I I 4 = I I w p-I - SEE SHEET T-2 ENERGY CODE NOTES N 1101.10.1.1 - N 1104.1 I N III / \ / \ I I �o ( I i CD 2xb H (212x6 HDR IIII I \ / b'-0" PL HT I I 11-ON p U Q J 2020 NYSRG- 62421.5 (503.8) LOWER PL HT. I I I — — — — (2) 2X6 HDR 2X6 H I I I L — I > VENTING 5Y5TEM TERMINATION LOGATION: ( I I 305 DH 305 DH I'-b" I I I 7'-4' HD HT 1'-4" DHT III Z THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN INPUT OF — =r n 10,000 BTU PER HOUR(3KhJ)OR LE55 SHALL BE LOCATED AT LEA5T OH. I _ _ _ _ _ _ _ _ _ _ _ — _ — _ _ I I Q I ( I LOWER PL HT. O b"FROM ANY AIR OPENIN6 INTO A BUIL.01%,AND SUCH AN I I I " 2 DH " 2 DH I I I CD O hal q APPLIANCE WITH AN INPUT OVER 10,000 BTU PER HOUR BUT NOT I 7'-4 DHT 1-4" DHT I I I i'-b" W OVER 50,000 BTU PER HOUR SHALL BE; IN5TALLED WITH A q INCH I I I q'-O" PL HT AFF. Q I I L —_ — — _ __ _ _— — —_ —_ — _ —_ —_ — _ T ( OH. 0 Q =r VENT TERMINATION CLEARANCE,AND AN APPLIANCE WITH AN INPUT OVER 50,000 BTU PER HOUR SHALL HAVE AT I FAST A 12 INCH VENT I H. I TERMINATION CLEARANCE.THE BOTTONI OF THE VENT TERMINAL AND i L — — -T- — — — — — — — — T —_— J I OH. FRAME 4° q'-0" P HT AFF. I I I W 0 THE AIR INTAKE SHALL BE LOCATED AT LEAST 12"ABOVE GRADE. I _ OH. � r , L - - - - - - - - - — J 1'-b° I i v 21-411 2'-4" 2'-4" 21-4m 2'-4" 2'-4" 2'-4" 2'-4" OH. I 1= w m 2 L —_ -r- — — — — — — — — -T- - - -I � 2020 NY5RG- 8312.2.1 IN DWELLING UNITS,WHERE THE TOP OF THE 51LL OF AN OPERABLE WINDOW '10I T- — — — — — ��1 r I I'-0" PL HT. Z o o 4'-S" 2'-8" 4'-8" FW2 '-8" 2'-8" 4'-8° I �� L (� ° C� OPENING 15 LOCATED LE%THAN 24'ABOVE THE FINISHED FLOOR AND 6REATER THAN 72"ABOVE THE FINISHED 6RADE OR OTHER SURFACE BELOW _ _ — _ _ — J ry w - ..................... W SER to ON THE EXTERIOR OF THE BUILDIN6,THE OPERABLE WINDOW SHALL COMPLY 3'-01 12'-0" 3'-4" FW 3'-4" 1 12'-0" 3'-0" U ��GNFtOB_R/- WITH ONE OF THE FOLLOWING: UNIT 3 6 NIT 5 1-_ m 0 'OPENINGS THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE TO PA55 ^11' � THROUGH THE OPENING IN IT5 LAR6E5T OPENED P051TION. FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F 2080 MODEL C (FESCUE) � A CENTER LINE OF C (FESCUE) W z E WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO RELEA5E THE C-7 C-6 C-6 C-7 .w� (THE 2 HOUR FIRE RATED - CONTROL DEVICE ALLOWING THE WINDOW TO FULLY OPEN,SHAM NOT t REDUCE THE NET CLEAR OPENING AREA OF THE WINDOW UNIT TO LESS THAN A 5EMBLYE WALL 5.1 5QUARE FEET. SECOND FLOOR PLAN I ASSEMBLY ❑ ti�w l�o�� SECOND FLOOR PLAN EW 1/4"=1 ...................... '-�� 1/4"=1'-�� Y61602 BER LIVING AREA= 414 5Q. FT. LIVING AREA= 414 50. FT. ONE CARBON MONOXIDE ALARM IN NEW NOTE "5": EF =EXHAUST FAN: GENERAL GONTRAGTOR5 AND 9UBGONTRAGTOR5 TO REVIEW w 3MULTIPLE LVL GIRDER GONNEGTION5: 50 GFM INTERMITTENT OR NOTE "V THE5E GON5TRUGTION DOGUMENT5 UPON REGEIPT FROM SHEET NUMBER AND TWO-FAMILY DWELLIN65, NOTE; STAIR MANUFACTURER TO OE516N 5TAIR5 TO HD= HOLD DOWN © 20 GFM CONTINUOUS � UNIT 36 UNIT 3 5 DUET CLUSTER TOWNHou5E5 AND DWELLING UNITS IN FOR ALL MULTIPLE LVL 61RDER5, LAG BOLT ALL DRYE125 To BE VENTED ARCHITECT AND REPORT ANY AND ALL DISGREPANGIES GROUP R-213UILDIN65(GOND05 E ALL WINDOW5 5HALL BE MEET ALL APPLIGABLE GODE5 AND TO �� , „ „ TO OUT5IDE AIR PER CODE Go-oP5)AND uNlTS OFFERED FOR SALE, ANDERSEN 200 SERIES REPORT ANY D15GREPENCIE5 AND GONFLIGT5 TOGETHER W/ 1/2 BOLT5 @ 2'-0" O.G., 2 MIN, CO2 *ALL wA51ER TO INCLUDING ANY DIMENSIONAL CONFLICTS, IMMEDIATLEY TO n- Q= TEMPERED ® CARBON MONOXIDE ARCHITECT FOR GORREGTIVE MEA5URE5 PRIOR TO z Fr IN THE IMMEDIATE VICINITY OF TO THE ARGHITEGT PRIOR TO STAIR FABRICATION. 6LAZIN6 FROM TOP 4 BOTTOM, ff MIN. 4" FROM ENDS DETEGTOR PROVIDED WITH DRAIN PANS (MODEL C) (MODEL C) FLOORPLAN O BEDROOM5,ON THE LOWEST FLOOR CONSTRUCTION. DO NOT SCALE DRAWINGS. DIMENSIONS 5HALL LEVEL GONTAININ6 BEDROOM5. SMOKE DETECTOR BE CALCULATED AND NEVER 5GALED UNLE55 OTHERWISE NOTED. o C � 4 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WOOD ROOF TRUSS SPECIFICATIONS: I6-2"GABLE WIDTH a) IN5TALL ICE 4 WATER 5HIELD PER NOTE: 5/8 INCH THICK ROOF SHEATHING IS TO 6xb P.T.P05T WITH W ITH 51MP5oN 13652-3/b POST 6xb P.T.P05T W MANUFAGTURER'5 5PEGIFIGATION5 TO MAINTAIN BE USED, WHEN ROOF TRUSSES ARE SPECIFIED 4 51MP50N BG52-3/6 POST GAP ANCHOR 151MP50N I6'-2"GABLE WIDTH � O PRODUCT WARRANTY AS THE ROOF FRAMING MEMBERS. _ o GAP ANCHOR 4 51NP50N Z R NOTE ABUbb POG p ST BASE(TYP ABUbb P05T ALL COLUMNS) O '"I�J (� APPLY ICE 4 WATER SHIELD IN FAIR WEATHER WHEN THE AIR,ROOF DECK ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING — _ — ALL— LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN _ _ _ _ 2 AND MEMBRANE ARE AT TEMPERATURE'.5 OF 40"F(5"G) OR HIGHER. PER SECTION 1605.3 OF THE BUILDING CODE. - —DO.— 4 o Z ) s PRE-ENGINEERED ROOF � � (3)-2X8 P-�,-61R1�- CENTERLINE OF 2 HR FIRE � I C A RE515TANGE RATED WALL q C v 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE " I7 II A55EMBLY CARRIED THRU — — — — U ;J, TRU55E5 PER Tr�55 MAN1F II-0 PL HT. C-7 C-6 C-6 C-7 I� U > r STRESS DESIGN: I - - - - - a ATTIC TO UNDERSIDE OF D (EQUATION 16-8) I._p.. ' q 1(� o 2 q '� I._p I ROOF 5HT6:TYP ' —(3) I I-0 PL HT. ` coo M SIMP50N STRONG-TIE D + L (EQUATION 16-9) OH. OH. I , „ Z U &•5 cv,r, MT5 5TRAPPIN6(L.E%TH5 VARY) D + S (EQUATION 16-10) I IX I ( w I O Q w = M CONTINUOUS WALL 5HEATHIN6 TO D + .6W (EQUATION 16-12) ( '^I 1'-0" �, 12 Q 12 I , it-ON U .24 U N TOP of TRuss HEEL D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) II I oH. I q E qpH ❑ _ ' 00 NO "R" I I'-0" PL HT. NI I ( U M D = DEAD LOAD L = LIVE LOAD, S = SNOW LOAD, W = I LI I ' w HEEL HEIGHT VARIES-5EE TR55 DRAWINGS FOR o s HATGHED AREA INDIGATE5 AGTUAL HEEL HE16HT5 LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL N I I 4 o I - " LOCATION OF FIRE RATED ROOF �� tL BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30 II-0 PL HT. d WALL 5FEATHIN6 4'-0"FROM II-0PL HT. Np "R" ,�I OF ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND I " 2 SPEED (101 MPH BASIC DESIGN WIND SPEED) IN I I - - - - - - -� — to ALIGN FA5GIA5 C-1.1 I 4 o I I ry EXPOSURE CATEGORY B. 12 / S„ 2 11'-0" PL HT. VARIES ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE I / // Fr�'I it-ON I--- -� ��- - - - - - - I\- Z FOLLOWING DESIGN LOADS: I I I / j ////// OR C-1.1 ALIGN FA5GIA5 \ TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND I ( — _ � I O LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD _ UP LOADS AS REQUIRED BY ASCE7-10 , TCDL = 15 o GUTTER PSF, BCLL=IOPSF, AND BCDL = 10 PSF. PROVIDE 2 ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE / / / / / � — I � // // i NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. I I Z 5'FA50IA BD G-rJ 12 12 TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD q T q / /jj/ DEFLECTION OF THE LESSER OF L/360 OR .75-. /// p 12 li Ln TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO v� I ( /�/j j%/ %/ j/// / q I— q O m VENTED VINYL SOFFITARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR �� // /// // ///#i; I Z Qji TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL _I j%j jj/ /j%j jj/j ❑ INCLUDE THE FOLLOWING INFORMATION: INT.BEARI ( // I �G TRAY GEIL. 1� C>< 1. DEPTH, SLOPE (IF ANY), SPAN, AND SPACING. IrF I IL I WALL BEL ( /�///// 2. LOCATION OF ALL JOINTS. // / // %/ 1� 3. REQUIRED BEARING WIDTHS. b / /%/ L_ OH. I � /// // // //� TRAY GEIL. I INT.BEARING � LEADER TO DRYWELL- TYP 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. ( o I I /; / / // 4.2. TOP CHORD DEAD LOAD. NOTE "R" j j/j j j/ j///j / L BELOW 4.3. BOTTOM CHORD LIVE LOAD. I ( °° //j/// / /� I I 6" M""I 4.4. BOTTOM CHORD DEAD LOAD. I I / /j// I I I OR 4.5. CONCENTRATED LOADS AND THEIR POINTS OF �- I I — — j///j/ //rj/ / I o I I O APPLICATION. L / 00 4.6. CONTROLLING WIND LOADS. I / -% //// ///// / I I H /, r I W . DETAIL 1 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR � / � I �DESIGN VALUES FOR CONDITIONS OF USE. / �N 6. EACH REACTION FORCE AND DIRECTION. ( — — — — �/ / /// /. I -1 (� 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, NOT TO SCALE - THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION —� ///// ///////� \ ❑ O C 5 - - - ./// / %, OF EACH JOINT CONNECTOR EXCEPT WHERE - - //// / //. — — — — SYMMETRICALLY /% _/ ,r/ ;�✓/ — �— LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 ( I r 1 NOTE- INSTALL GA MIN THICKNESS GRADE A GALVANIZED STEEL I INSTALL HALF OF PLATES. I FASTENERS a EACH END OF STRAP ��` 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH (3) 2X6 POST / INT.BEARING o MEMBER. IRDER WAIL BELOW o 9. CONNECTION REQUIREMENTS FOR TRUSS TO _ _ROOF TRU55 6 �f//. '�// �l��i! �/U � i- // // I I U) 0 0 GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD j///j//' — H SPLICES. INT.BEARING (3) 2X6 POST `/ Z 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. 11'-O" PL HT. , III I �// /y / // WALL BELOW W 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS -�� -ROOF TRUSS GIRDER_ - °°0 MEMBERS. I I2 III - - - �/ \ O TRU55 RIDGE W/VENT - -� U o sr�x�N sr>z 12. REQUIRED PERMANENT TRUSS MEMBER BRACING I q III I I /j// / I I III , II'-0" PL HT. 0 a ° TE h6 LOCATIONS. / III a o 0 o I'-O" RIDGE W/VENT III 12 o * TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH OH. I / I ex, ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND (3) 2X6 P05T I I I / / I III q ' 51FF5oN 5TRONfrTIE MANUFACTURE OF METAL-PLATE-CONNECTED WOOD I I I-0 KM STR°'PP1N6 TRUSSES SHALL COMPLY WITH ANSI/TPI 1. THE TRUSS — I I %/ / j/ / � I OH. 14-10d DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY —NNOT�"R (rOTAL) A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF I b" - - - -Ili I •/ j// /, I I (3) 2X6 POST NEW YORK. co * ROOF TRUSS DESIGNER TO ADJUST HEEL HEIGHTS J // III- - - - — OVERHANGS, AND ROOF PITCHES SO THAT FASCIAS AND ,� ( i 1C '� I I lit- - - - I-b 1 ry N N m Il- U5E IN COMBINATION ONLY DETAIL " / N N ai M f0 ch to RIDGES ALIGN AS SHOWN ON ELEVATIONS AND SECTIONS. B � � � � �\ � / �/ /j j // / I �- - - - --I Al :� oH• ° lad - - - -� I � _ _ WHEN 51UD5 AND"RAFTER5 * TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH C-6 I Ii ::.::s.. > :': :>: I ,� I _ �' �/ / C- L - - - - - - ss O THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT I j II_ - _ —I ;fl % // L - - - - - - - - - S• - _ DO NOT ALIGN NOT TO SCALE L:> :: �. ;: :: ::: ` (� I - I; // ` / ' - - - -ISI ' �' ,C- 5 WOOD MEMBERS CLAMPED IN RIGID FIXTURES DURING ::'::: II_ Cry - N ® B // \ / ,� ( k - 3 g ASSEMBLY TO INSURE TIGHT FITTING JOINTS. ( I rll J I rT_ C-6 /1 //x;, I/ / _ - ��I o: ::.: Lu - TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER -L r i �I- .� I J ry / ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. O �_ - - F — — I— / - - hr- I /r / // r _ JI THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND I I I I% /` // .� �� — - - ALIGN WITH TOP / / / `I I � III :::.I METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR , - —I // / � L _ _ — — _ — J —_ ry o ui z co co � T ° �I - - - CHORDS of �,( rr // I - - I - I� J- z z z o z z corn I SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN o ''I' -� ( I I �i+ /// / / ALIGN WI fH T017- -1 r -I - 4 - I O o o O Q o o g Z a a 1 I I I I DESIGNED AND INSTALLED TO PREVENT ROTATION AND = n I L Q ROOF TRUSSES }� )/, - // % CHORDS,OF I I 1 (- + —1� L_ - w a g > I I I PROVIDE LATERAL STABILITY IN ACCORDANCE WITH Q I Do ACCEPTED INDUSTRY PRACTICE SUCH AS THE SBCA -� - a o I I Nps I j I ROOF TRI 65E5 I ( Ir - --j ° — W Ir w Ix a6 c� 0 0 I I I bxb P.T.POST WITH 1 ( ALIGN WITH TOP I I I BUILDING COMPONENT SAFETY INFORMATION (SCSI) GUIDE 51MP50N BG52-3/b I'-o" I I INT.B F�TNG I I 5'-S" I' S" 5'-S" /j/ a(gf 04 TO GOOD PRACTICE FOR HANDLING, INSTALLING & P05T GAP ANCHOR OH. Gs WALL PELOW / CHORDS OF BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. 4 51MP50N A kb I J ROOF TRUSSES I I I "R" Q o 0 * PROVIDE APPROPRIATE CONNECTOR AT BEARING POINTS P05T BASE(TYP- ( bl I /i' /� ( I I ,� I I 6x6 P.T.POST WITH 5'-S" I'- 5'-8" I 1'-O" 51MP5ON BG52-3/6 I OF ALL ROOF TRUSSES TO RESIST UPLIFT LOADS SHOWN ALL COLUMNS) :o / INT. RING � � I NOTE: INTERSECTING ROOFS I I I 2 HR FIREWALL BELOW ROOF - ON TRUSS DRAWINGS. ��' ® 0 . 1 / XX WALL BLOW I ��" 111 OH. P05T GAP ANCHOR WEAVE ROOF 5HINGLE5 AT I I I I CARRY TO UNDERSIDE IN - * TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, I I I / /// l� I I J a 5T BASE(ABUbb TYP INTERSECTION OVER ICE SHIELD I I I I HIGHEST ROOF SHEATHING DRILLED SPLICED OR OTHERWISE ALTERED IN ANY WAY II'-0" PL HT. Nps "R. r /// V� I �," I // / / POST BASE(TYP- z MEMBRANE - CARRY MEMBRANE MIN. 24" I WITHOUT THE APPROVAL OF A REGISTERED DESIGN I I I — — W I I I I // /�/ /// , i H. ALL GOLUMN5) OUT IN ALL DIRECTIONS OF PROFESSIONAL. /� / % / c� 1'-p" 1 12 12 1 12 / / / // OR ( 1112 1 X 12 12 1 11 / / / I I 0 INTERSECTION I I I N THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS // / ' " 4 0 11'-0' PL HT. O U } I I I I / // ,{ I I I NOTE R I _ J m AND METHODS OF ERECTING THE TRUSSES. THE I II f! / / ( I o z 1 I I W d CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY I I _cvL NL_ / j/. �i 12 12 12 12 1 1-0 > w LLu< I I I Lu� BRACING HAS BEEN DESIGNED AND INSTALLED FOR THE " °= - ! / / // / 12 121 11 I OH" W w N 0- 8-q PL HT ROOF BREAK 1 // _ p W = Q INSTILLATION OF THE TRUSSES. I x o / I I ^ ROOF TRU55 12 12 - //j j / /1i1 J�- ROOF BREAK 8'-q" PL HT qj W O O I - - - - _ -- - // - o HIP RAFTER, I'-6" I Q ,�,�` 12 12 I O 51MP50N HGP HIP 5EE PLAN OH. '�\ ry I /// / . / '� T ® I q q I ❑ CORNER TIE L S 11'-0" PL HT. ROOF BR I I I I NOTE "R" I._6" 8„ pH' q'-0" PL HT. FRAME / /%////� 4 o II'-0" PL HT. �� s OH. I I I I o - - - �— OH. /// ///// N II'-0" PL HT. II'-0" PL HT. 1'_6' NOTE "R' 4%o I a 1 1 I 1 �° I_I �I —1 4� q'-0" PL HT. J oH. 0 o o All —I ............... . .................................. = 1 Ill-Oil PL HT. (- 11'-0" PL HT. p QST E ED U C-7 C-6 GENTERL.INE OF 2 HR FIRE r Z RESISTANCE RATED WALL •,��. m EXTERIOR WALL UNIT 3 6 I A55EMEILY CARRIED THRU UNIT 3 5 r _7 DETAIL 1 ATTIC TO UNDERSIDE OF A C � `�I.r.I ROOF WEAVE 3 T. TOP PLATS HIP MODEL C (FESCUE) ROOF5HT6.-TYP -6 -7 MODEL C (FESCUE) ° -Rio 01� DETAIL C 5 GONNEGTION C 5 NOT TO SCALE - - E w JOB NUMBER GUTTER5 4 LEADERS IN5TALL IGE AND NOTE R: 2016023 ALL GUTTERS LEADERS SHALL BE BAKED WHITE ALUMINUM .032 NOTE 0: NOTE 5: PRE-ENGINEERED ROOF UNIT 3 6 UNIT , 3 5 DUET CLUSTER WATER SHIELD PER ROOF PLAN = SHEET NUMBER MIN. GAUGE, GUTTERS SHALL BE 5" SEAMLESS, O.G. STYLE W/ ALL PRE-ENGINEERED OVERLAY PRE-ENGINEERED 5G155OR TRL65E5 W/ 12 MIN. HEEL Q RELATED 4 REQUIRED AGGE55ORIE5. LEADERS SHALL BE MIN. MANUFACTURE'S RODE TRU55E5 ® 24" D.G. �� SPEGIFIGATIONS TO ROOT= TRUSSES � 24 O.G. HEIGHTS (U.O.N.) @ 24 O.G. a 2 x3 , .027 GAUGE >^u CLIPS ANCHORS. CAULK SEAL ALL MAINTAIN PRODUGT DE5IGNED BY TRU55 ENGINEER DESIGNED BY TRU55 ENGINEER DE516NED BY TRU55 1/4" 1'-0" (MODEL C) (MODEL C) ROOF 'PLAN z _ JOINT5. PITGH GUTTER5 MIN. I/8"/FT. PROVIDE P.V.G. REGEPTOR5 WARRANTY ENGINEER5 8" ABOVE GRADE TO RECEIVE LEADER5 (GL05ED GAP DE516N). W 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED OPTION#I DESIGN �� ®o �� 2020 NYSBG SECTION lObb-EXCEPTION 4: 48"MIN 48" MIN (q ^^ tt 2 HOUR FIRE RATED RE515TANGE WALL A55EMBLY MAY TERMINATE OPTION#2 5EGURE ROOF 5HEATHIN5 To G-RUNNER TRACK Z W AT UNDER5IDE ROOF 5HEATHIN6 IF FIRE RETARDANT TREATED 2020 NY5BG SEG ON 2'G-RUNNER TRAGK2'-GAULK FOR LLj E �#1 WALL RATING - 2 HR. SHEATHING 15 INSTALLED FOR A 015TWE OF 4'-0'ON BOTH 51DE5 106b-EXCEPTION 4: SMOKE TIGHT JOINT OVER OPTION E OF 2 HOUR FIRE RATED RESISTANCE WALL A55EMBLY 2 HOUR FIRE RATED RESISTANCE 0 FINISH RATING - 120 MIN. WALL A55EMBLY MAY TERMINATE AT METAL EDGE FLA5HIN6 STC RATING - 61 (S]E]E ITEM 7) 48" 48" THE UWER51DE OF ROOF NON-RATED OPTION#2 Qp ,}--i U16 SHEATHING PROVIDED THE ROOF 15 5EGURE WALL 5HEATHIN6 TO V CL PROTECTED WITH 5/5'TYPE "X" C-RUNNER TRACK TYPICAL ROOFING Z ^ i GYPSUM BOARD DIRECTLY BENEATH ROOF TRU55 O W ` o 0, 5 THE UNDERSIDE OF ROOF 5HEATHIN6 U '�'� U >N AND 15 5UPPORTED BY 2 LED6ER5 ATTACHED TO THE 51DE5 OF ROOF RAKE BOARD-TYP N p N Lo 2' H STUD TRACK A - - - - - H f, j ,-• �, ', •r OPTION #2 FRAMING FOR A MINIMUM OF TYPICAL SIDING --------- --- � EZ- * CAULK FOR SMOKE TI&H 0I5TANGE OF 4'-0"ON BOTH 51DE5 J I T OVER OF 2 HOUR FIRE RATED RE515TANGE - L ---- - -- L O L ` *� '"''' . .......................... ........ ROOF ® 24'O.G. WALL A55EMBLY.ALLOW NO x ,1 Tx ............. 2x..,,..., 4• -••••• TUDS CONTINUED TO IDE HIDDEN METAL FLASHING: Q w ti Cl) „'»..•._•..."' ""'»» "� '"""""" " _".-..........� _� » OF SHEATHING OPENIN65 IN ROOF WITHIN 4'-0'OF 2 12"VERTICALLY � 12"HORIZONTALLY = M 00 .. .. r__...... ,_;___ HOUR FIRE RATED 1RE515TANCE WALL U �� 2x4 LEDGERS IN ❑ U r- ao +r �,.� , I AI SPACE EA. 510 A55EMBLY EACH 51DE.MINIMUM OPTION#1 OPT.#2 M ��. ;} y ,,'tib 1.,�; `v; GLA55 B ROOF 5HIN6LE TO BES p,L LED �#2 2x2 x2)� LONG =a WW D63 U56 ALUMINUM i �. '''}• ✓� `,.. r,s INSTALL 'TREATED PLYWOOD 5HT6 BREAKAWAY CLIPS ................ " ASI{ � �; f �t t + °} FOR MIN 48'OUT,IF LOWER ROOF Is i��; GYP. BO. OR MINERAL t ' WOOL FIRE BLOGKI LE55 THAN 30 BELOW HI6HER ROOF SECURE ROOF •. , TYPICAL ROOFIN6�_ - SHEATHING TO TRU CON�IG ATION A 3 IX (R-13) �ATr ASW CLIPS OR .0W3 USCI — D63 U56 ALUMINUM Z _ 3�4 1 T3 3'C?IFR 4 ?t9 : Tt :�h 4k �'. �v 'DC7' 11rF,s� , ; � ( '3 ALL" AN�LE CiLIPS x�-----------fix x�----------- BREAKAWAY CLIPS O -- »» _ ._..,._- . : _ _- I" AIR SPACE '� UBLE H-5TUD TRACK '-�•ti "'� ;' ;r= ''s -.� f'" ti S oREWED BACK TO BACK I'AIR SPACE I"AIR SPACE D t { �•.- .�' , t 3 i (2)PIECES 6.P.T TSR FPR OF ARD I/2 GYP.BD TYPE "X"SHAFTLINER, a t :1 ,f DOUBLE H-5TUD TRACK 5GREWED FILL I" CAVITY AT FLOOR5 AND r w i+ �__ ,,w " .__ ••• -�••� BACK TO BACK BOARDS W/FIBER6 FINISH ON BOTH Z ---- -.. .'�..w_ -_wwww ;.. ` ':. = wwwwwww.h,••�,.,•. CEILING W/GYP. BOARD OR MINERAL . .11 wwwwwwww 1 wwwwnw •.,..• Yr� �/ WOOL FIRE BLOCKING SIDES AND EDGES i I" AIR SPACE r .. .: ''•.:`t 4 0 ................................. l_r...... m+% '�. ..............,._._.......................-._...... _r._.-._..._..._...._ ...... {........: "" �_�_........ � 2' H-STUD TRACK W .__.__::. ......................M--..... :, .. .'.'... ...��.._:...y.�.. ..`.. »_..._..:k":::.'..I Ln (2) PIECES G.P. TOUGHROGK I ,,; ._.i :'.._ _ , ,�. . ..............::. } ..._........... . .�.'�""�"� �: .4.:..._......._. FIREGUARD TYPE "X" SHAFTLIHER, H WATER PROOF BOARDS W/ Z m 2x4 P.T. SILL PLATE -, T � `. ; FIBERGLASS FINISH ON BOTH SIDES ❑ C3 V J . .,a. =-- ..�..,___..... . ti . ... :�;.A .... _..._. .......... '• - '-......... � . _ ,s:1.x_..... .l AND EDGES - :�: .'�.-.,..,,� �.�;,': •., FIRST FLOOR � -...._.,..... 3:'�" ISI R S,I��.(.`1 `**;q �` f'r '• !�%t �� 3/4" Td 6 056 SUBFLOOR- 61-UED `c' = �••-' f �� —RIM J015T PER FLR.101ST MANUF. OPTION#1 CONTINUOUS BETWEEN FILL I"CAVITY AT F oORS ROOF TRU55 2020 NYSBG SECTION lO6b-EXCEPTION 4: JOINTS PER PLAN L AND CEILING W/ 2 HOUR FIRE RATED RE515TANCE HALL A55EMBLY MAY � ' A' j( r PLATES AT EXTERIOR '� � is J* GYP.BOARD OR MINERAL WOOL FIRE ~� TERMINATE AT UNDERSIDE ROOF SHEATHING IF FIRE RETARDANT O WALL '' ;.; (2) 2x4 P.T.SILL PLATE BLOCKING .063 U56 ALUMINUM TREATED 5HEATHIN67 I5 IN5TALLED FOR A D15TANGE OF 4'-0"ON ; �{}SF.f.!''(.) i'IitE f'it�:)�r4 'i iTFiLR:s1€2)r BREAKAWAY GLIPS BOTH 5VE5 OF 2 HOUR FIRE RATED RE515TANCE WALL A55EMBLY ., ' _..... ....._............... .........�'�,,._... .,,.. .._.......... �'�' (R-13)CLOSED CELL SPRAY FOAM INSUL ^'" + AIR �SE'�'�(':h ,-"•,, tij S �4t. .•••,•• •.••: �...--� Y-" f- - At 'iPr'�{.1? ALONG INSIDE FACE OF END.WALLS-FULL HTrv'{ a � � ANCHOR BOLTS(14 LONG OPTION#2 ° '� 3" HOOK 8"MIN EMBEDMENT) OR 2020 NY5BG 5EGTION 106b-EXCEPTION 4: OR DRAPED BLANKET INSULATION `fl 2 HR ' °RS 3"X3"A. FIRE RESISTANCE 2 I IOUR FIRE RATED RE51 ANGE WALL A55EMBLY MAY TERMINATE AT _ { a' }. ADHESIVE ANGH W/ 5T == - y';",:;:;-- < ` ;' � ,; i� 1,�� ""' j;''= °s}' WASHER PL® 24" 0/G. THE UNDER5IDE OF ROOF NON-RATED 5HEATHIN6 PROVIDED THE ROOF m . `ti`w, _ it. ,+I (1)#4 HORIZ.REBAR '.t ;. e a r!>G 15 PROTECTED WITH 5/8 TYPE X GYPSUM BOARD DIRECTLY BENEATH i - RATED WALL ASSEMBLY DETAIL " W O i '/, ,fit/ �. 4t: ♦ r El• ;� ., , r i ;{ 1: �� I #4 HORdZ.REAR® MID ;=:. BASEMENT 4 LEDGER5 ATTACHED TO THE SIDES OF ROOF FRAMING FOR A MINIMUM :,• E i f r, () =`� THE UNDERSIDE OF ROOF SHEATHING AND IS SUPPORTED BY 2 r a t' a;-;4 � %, 'I r,•• `�.' ` ;y E f f' j++� 9 ` ��?' �::r' I$16HT OF WALL STORY ° ;' OF D15TANGE OF 4'-0'ON 130TH 51DE5 OF 2 HOUR FIRE RATED r ° FW2 RE515TANGE WALL A55EMBLY.ALLOW NO OPENINGS IN ROOF WITHIN R ,�• N.T.S. SEE GLUSTER FOUNDATION PLANS FOR LOCATIONS f f A''" '• '�' : i,zi ' r�'�`"� / ' 4'-0"OF 2 HOUR FIRE RATED RE515TMGE WALL ASSEMBLY EACH [ ) 12 FOUNDATION WALL ON 24 xi2 TYPICAL BASEMENT SLAB 51DE.MINIMUM GLA55 B ROOF 5HIN6LE TO BE INSTALLED. v P.G. FOOTING " ' +, 4 PG.SLAB(MIN.2500 P51 3 ^;' t`." :\i 17 L::.-:."__, + '-� ,. ,' •',. :.�,; 3 ti^ ° 6 D06 MIL POLYETFEJ_ENE STG RATING ~ •d�� j S+ ` ,r�%% -ir""'"- ••��f ,'+-.S 1 f ♦ t r , +i ;S f d •'r}`'� `_{. ° VAPOR BARRIER OPTION � , - i \ ', r.r r; • 2020 NYSBG SECTION lO6b-EXCEPTION 4: cA t %,, i ,, i z.� /'/,; TAMP d FILL ro a5�DENSITY U56 BROCHURE 5A100 (FIRE RE515TANT _ ,.!', ��-tip• ,.� t}4{ P ij !f:i 5 t•:' 1' i -• ° Y MAY TERMINATE AT 2UNDERSIDE ROOF HOUR FIRE RATED RAESTMI NGNF FIRE RETARDANT L TREATED SHEATHING Z .�• S'; / ,+��a .�.S; ,.;��, .'�:" _; }/ ';; -t, ; ° ° ° ASSEMBLIES) OPTION#2 U . "'� l+ �' !:'. "'''�• ' { l •- '• { .;tti( ( t •"�,. -~' Q ° V ° ° ° PAGE 22 (AREA SEPARATION WALL " 2020 NYSBG SECTION lObb-EXCEPTION 4: W I :. ``,,i•,; ; E �, ?7 •• 4, ,�y ,i ° 15 INSTALLED FOR A DISTANCE OF 4-0 ON BOTH SIDE5 OF 2 HOUR 5Y5TEM5) FIRE RATED RE515TANGE WALL ASSEMBLY 2 HOUR FIRE RATED RE515TANCE WALL ° A55EMBLY MAY TERMINATE AT THE d TEST#UL DE5 U341 UNDERSIDE OF ROOF NON-RATED UO Q a" 48, 5HEATHIN6 PROVIDED THE ROOF 15 HORIZONTAL #4 ° ° °: AGOU5TIGAL PERFORMANCE = 5TG 60 PROTECTED WITH 5/8'TYPE 'X"6YP5UM Q , TE5T#RAL-TL-88-350 BOARD DIRECTLY BENEATH THE BASED ON 2x4 FRAME WITH MIN. 3" UNDER51DE OF ROOF SHEATHING AND 15 MINERAL WOOL BATT AT EACH NIDE SUPPORTED BY 2"LEDGERS ATTACHED TO SEPARATION HALL: (Max HeiCht - 66 ft) SECTION 1206.3 OF 2020 NYSBG- WALLS, THE SIDES OF ROOF FRAMING FOR A 2 HR FIRE RESISTANCE PARTITIONS AND FLOOR/GEILING 2' H STUD TRACK AN MINIMUM OF DISTANCE OF 4-0 E5 BOTH I. Floor, Intermediate or Top Hall -- 2 in. wide channel shaped with I in. long loge, formed from No. 25 M56 gals Steel, secured with suitable A55EMBLIE5 5EPARATING DWELLING G U K FOR SMOKE TI OPTION #2 SIDES OF 2 HOUR FIRE RATED RE515TANGE p RATED WALL ASSEMBLY DETAIL , HALL A55EMBLY.ALLOW NO OPENIN55 IN fasteners S aced 24 in. OG. UNITS FROM EACH OTHER OR FROM J I T OVER ROOF WITHIN 4'-0"OF 2 HOUR FIRE RATED 2. Metal Studs -- 5teel members formed from No. 25 M56 gale steel having "H" -shaped flanged spaced 24 In. OG; overall depth 2 in. and PUBLIC OR 5ERVIGE AREAS SHALL HAVE 2 TUD5 CONTINUED To IDE ROOF 55E5 0 24"O.G. RE515TANGE WALL ASSEMBLY EACH SIDE. flange width I-3/8 in. N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOCATIONS FI"D A 5TG OF 50 OR MORE. F 5HEATHING MINIMUM GLA55 B ROOF SHINGLE TO BE r- ti Ib - INSTALLED. Q N N N ri IN: `�° N N 3. Gypsum Board* -- Two layers of I in. thick gypsum board liner panels, supplied in nom 24 in. widths. Vertical edges of panels friction fitted USG AREA SEPARATION WALL SYSTEM UL# U336; PROVIDED 5TG=60 I" AI SPACE EA. 51D o N N M into IV' -shaped studs. TEST #RAL-TL-88-350; STC = 60 COG ING -- Type SLX. TYPICAL FRAME WALLS (2)PIEGESG.P.TOUGHROGK I" UNITED 5TATE5 GYPSUM GO -- Type 5LX FIREGUARD TYPE "x"SHAFMINER, GYP. BD. OR MINERAL U56 MEXICO 5 A DE G V -- Type 5LX. UNRATED WATER PROOF BOARDS W/ Wool FIRE BLOGKI11 WINDOW FIBEROLA55 FIN15H ON BOTH SIPE5 AND EDGES ASW CLIPS OR O(3 USCF 0 Z z z 0 Z Z 6 6 PROTECTED HALL: (Bearing or Nonbearing Hall) ALUM ANGLE CLIPS 0 0 0 F o Q Z Z -1 2 HOUR FIRE RATED RE515TMGE I AIR SPACE 3 3 3 ; N W a g > j 4. Hood Studs -- Nom 2 by 4 in. Max spacing 24 In. OG. 5tud5 Cross braced at mid-height where necessary for clip attachment. Min 3/4 in. _. __.__ __, _ .__. WALL A55EMBLY SHOWN HATCHED DOUBLE H-STUD TRACK w separation between wood framing and fire separation wall. SCREWED BACK TO BACK 4A. Steel Studs -- (As an alternate to Item 4, not shown) -- For Bearing Hall Rating - Corrosion protected steel studs, min No. 20 M56 2020NY5BGTo65HowzorJTALcormrulTYs DOUBLE H-STUD TRACK SCREWED FILL I" CAVITY AT FLOORS AND Q N (0.032q in., min bare metal thi„knes5) steel or min 3- I/2 in. Wide, min No. 20 656 (0.036 in. thick) gale steel or No. 20 MSG (0.033 in. thick) �� GONn BACK TO BACK CEILING W/GYP. BOARD OR MINERAL EXTERIOR WALT_TO EXTERIOR WALT. primed steel, cold formed, shall be designed in accordance with the current edition of the Specification for the Dee,ign of Gold-Formed Steel I" AIR 5PAGE Wool FIRE BLOCKING W N Structural Members by the American Iron and Steel Institute. All design details enhancIng the structural integrity of the wall assembly, including UNRp`TEv 2" H-STUD TRACK STG RATING E"+ WINDOW �---( the axial design load of the studs, shall be as specified by the steel stud designer and/or producer, and shall meet the requirements of all 2020 NYSBG SECTION 706.5 (2) PIECES G.P. TOU6HROGK i" U56 BROGHURE 5AI00 (FIRE RE515TANT __.._ _ FIREGUARD TYPE "X" 5HAFTLINER EXCEPTION #2 � , 2x4 P.T. SILL PLATE (- applicable local code agencies. The max stud Spacing of wall assemblies shall not exceed 24 in. OG. Studs attached to floor and Coiling _ WATER PROOF BOARDS W/ A55EMBLIE5) Z UNSPRINKLERED BUILDINGS: GARAGE PAGE 22 (AREA SEPARATION WALL W tracks With I/2 In. long Type 5-12 steel screws on both sides of studs or by welded or bolted connections designed in accordance with the FIRE RETARDANT TREATED FIBERGLA55 FINISH ON BOTH SIDES 2020 NY5BG 5EGTION 706 5 AND ED6E5 NY5TEM5) a W c� AI51 specifications. Top and bottom tracks shall Consist of stool members, min No. 20 M56 (0.032q in., min bare metal thickness) steel or min SHEATHING TO EXTEND 4'-0" ON UNEXGAVATED TYPICAL TE5T#UL DES U341 } No. 20 656 (0.036 In. thick) c alv steel or No. 20 M% (0.033 in. thick) rimed steel, that rovide a sound Structural connection between BOTH 51DE5 OF 2 HOUR FIRE EXCEPTION #3 6ARA6E SLAB o U p p RATED RE515TANGE WALL BUILDINGS EQUIPPED W/NFPA 13 OR '4 P.G.5LAB(MIN.3500 P51 GONGS W E..� w steel studs, and to adjacent assemblies such as a floor, coiling, and/or other walls. Attached to floor and ceiling a55emblie5 with steel NFPA 13R SPRINKLER: ° REINFORCED H-M6x6,IOAOW.W.M. ACOU5TIGAL PERFORMANCE = 5TG 60 > A55EMBLY AND OFF5ET WALL a a «TAMP E FILL To 95%DENSITY TE5T#RAL-TL-88-350 W fasteners spaced not greater than 24 in. O.G. 5tud5 cross-braced with stud framing at midheight where necessary for clip attachment. Min 4'-0" MIN. 4'-0" MIN. FIRE RETARDANT TREATED SHEATHING (I)#4 HORJZ REBAR I ° I I a `fl + SLOPE GARAGE 51AB DOWH 2" BASED ON 2x4 FRAME WITH MIN. 3" 0 v o 3/4 in. se aration between steel framin and area se aration wall. Finish ratin has not been evaluated for Steel 5tud5. AT 2 HOUR FIRE RATED RE515TANGE TOWARD56ARA67EDOOR Z P 9 P g MINERAL WOOL BATT AT EACH SIDE 4B 5teel 5tud5 -- As an alternate to Items 4 and 4A, for use In Confl uration B onl not shown) -- For Nonbearin Wall Ratin Channel HALL A55EMBLY END b" WIDE x FULL C9 w g y' g g - 2 HR FIRE RESISTANCE ' ° 5EGTION 1206.3 OF 2020 NY5BG- WALLS co 4 Sha ed fabricated from min 25 M56 corrosion- rotected steel min 3-I/2 in. wide min I-I/4 in. flan es and I/4 in. return s aced a max of 24 HEIGHT of 2 HOUR FIRE RATED I � II - p p g p RE515TANGE WALL A55EMBLY a L . �J PARTITIONS AND FLOOR/GE:ILING W F--�I Un in. OG. 5tud5 to be cut 3/8 to 3/4 in. less than assembly height. Top and bottom tracks shall be channel shaped, fabricated from min 25 M56 RATED WALL ASSEMBLY DETAIL 2 e° ASSEMBLIES SEPARATING DWELLING UNITS Cn C/� corrosion- rotected steel, min width to accommodate stud size, with min I in. Ion le s, attached to floor and ceilin with fasteners 24 In. OG FROM EACH OTHER OR FRaM PUBTGLIC oR ❑ max. 5tudsc ro55-braced with stud framin at midhei ht where necessar for clip attachment. Min 3/4 in. se aratio nbetween steel framin and N.T.S. OFF-SET EXTERIOR WALLS Fi"D a ° SERVICE AREAS SHALL HAVE A STG OF 50 g g y p p 9 a oR MORE. I;1 area separation wall. Finish rating has not been evaluated for Steel 5tud5. (I)#4 HORIZ.REBAR® MID 5. Gypsum Board -- Glassifieci or Unclassified -- Min 1/2 in. thick, 4 ft wide, applied either horizontally or Vertically. 6yp5um board attached to 2 HouR FIRE RATED HEIGHT of WALL STORY ° : . ° a • PROVIDED 5TG=60 F w TYPICAL FRAME HALL RE515TANCE WALL A55EMBLY ANCHOR BOLTS(14 Z m 5tud5 with 1-1/4 in. long steel drywall nails spaced 8 in. OG. Vertical joints located over studs. (Optional) Joints covered with paper tape and LONG + 3" HOOK,8" MIN w joint compound. Nall heads covered with joint compound. SHOWN HATCHED EMBEDMENT) OR ADHESIVE Z ° NOTE: UL #336 EXCEEDS CURRENT FIRE CODE o o ai 6. Attachment Glip5 -- Aluminum angle, 0.063 in. thick, 2 in. wide with 2 in. and 2-1/4 in. logs. Clips secured with Type 5 5creW5 3/8 in. long to UNIT UNIT 12" FOUNDATION WALL ON 24'x12" ANGHORS W/3"X3"x ' STANDARDS AND REDUCES S�ouND TRANSFER cn - WA5HER PL ® 24" O/G. "H" studs and With Type W screws 1-1/4 in. long to wood framing through holes provided in Clip. UNRATED WINDOWS P.G. FOOTING BETWEEN UNITS G\STE ED 6A. Clip placement (Item 6) for separation walls up to 23 ft high. Space clips a max of 10 ft OG vertically between wood framing and "H" AND DOORS ° _ � RO Ef? �C,y i� studs. 66. Clip placement (Item 6) for separation walls up to 44 ft high. Space clips as described in Item 6A for upper 24 ft. Remaining Hall area — ' n Z C7 z --� below requires clips spaced a max 5 ft OG vertically between wood framing and "H" studs. 6G. Clip placement (Item 6) for separation walls up to 66 ft high: Space clips as described in Item 6A for upper 24 ft. Space clips as HORIZONTAL #4 described in item 6B for next 20 ft. below the upper 24 ft. Remaining wall area below requires clips spaced a max of 40 In. OG verticallybit between wood framing and IV' studs. UNRATED SIDING (TIP) a.. 1. Non-Bearing Hall Partition Intersection -- (Optional) Two nominal 2 by 4 in. stud or nominal 2 by 6 in. stud nailed together with two Sin. long 4'-O" MIN. 4'-0" MIN. e 2020 NYSBG SECTION lOb.5 EXCEPTION #3 IOd nails spaced a max. I6 in. OG. vertically and fastened to one side of the minimum 2 by 4 In. stud with 3 in. long IOd nails spaced a max 16 BUILDINGS EQUIPPED YJ/NFPA 13 EP NFPA 13 SPRINKLER: JOB NUMBER In. OG. vertical) . Intersection between artition wood studs to be flush with the 2 b 4 in. studs. The wall artition wood 5tud5 are to be 2020 NY5BG SECTION 1065 EXCEPTION #2 2 HR FIRE RESISTANCE UNITS 3 5 y p y p FIRE RETARDANT TREATED 51EATHING AT 2 HOUR FIRE RATED UNSPRINKLERED BUILDINGS: O 1 O 2 framed with a second 2 by 4 lin. wood stud Fastened with 3 in. long IOd nails spaced a max. 16 in. OG. vertically. Maximum one non-bearing wall RE515TANGE HALL A55EMBLY END b" HIDE x FULL HEIGHT OF FIREWALL FIRE RETARDANT TREATED SHEATHING TO EXTEND 4'-O" 1 J partition intersection per stud cavity. Non-bearing wall partition stud depth shall be at a minimum equal to the depth of the wall. ON BOTH 51DE5 OF 2 HOUR FIRE RATED RE515TANGE RATED WALL ASSEMBLY DETAIL 5 2 HR FIRE RESISTANCE HALL A55EMBLY (MODEL Q & = SHEET NUMBER Bearing the UL Classification Mark RATED WALL ASSEMBLY DETAIL 3 N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOCATIONS Fw2 Q_ 'FW� 2 - FW2 USG AREA SEPARATION WALL SYSTEM UL# U 3 3 6; 3 6 (MODEL C (.9Los t Updated on 2010 10-21 / N.T.S. AT FLUSH CONDITION TEST#RAL-TL-88-350; STC = 60 W . COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED