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HomeMy WebLinkAbout46075-Z �SUF k �0 d'QG Town of Southold 5/5/2022 P.O.Box 1179 o53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43046 Date: 5/5/2022 THIS CERTIFIES that the building SINGLE,FAMILY DWELLING Location of Property: 64 Millstone Ln Unit 32, Cutchogue SCTM#: 473889 See/Block/Lot: 102.1-2-6 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. 46075 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#32 The certificate is issued to Rimor Development LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0086 12/9/2021 ELECTRICAL CERTIFICATE NO. 46075 4/22/2022 PLUMBERS CERTIFICATION DATED 4/4/2022 All Suffolk Plumbing Contractors 1 Authorized Signature o�SU o eco TOWN OF SOUTHOLD BUILDING DEPARTMENT C, z TOWN CLERK'S OFFICE "� • � { SOUTHOLD, NY r 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#: 46075 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 Planning & SCHD approvals. (Unit#32, C model) At premises located at: 64 Millstone Ln Unit 32, Cutchogue SCTM #473889 Sec/Block/Lot## 102.1-2-6 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 Bu ing Inspector mOF SOUl�,®lo Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 • �e sean.devlin(-)town.southold.ny.us Southold,NY 11971-0959 QI�C®Um'�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Rimor Development LLC Address: 64 Millstone Ln Unit 32 city:Cutchogue st: NY zip: 11935 Building Permit#: 46075 Section: 102.1 Block: 2 Lot: 6 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 59 Ceiling Fixtures 20 Bath Exhaust Fan 3 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 33 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Gas Ceiling Fan Combo Smoke/CO 4 Transformer UC Lights 10' Dryer Recpt 30A Emergency FixturesTime Clocks Disconnect Switches 41 4'LED Exit Fixtures Pump Other Equipment: Oven, Hood, DW, Fridge, Car Charger 50A, Gas FP, Septic Disconnect, W/D 150A Panel 30 Circuit/27 Used Notes: " New Two Story Unfinished Basement " Inspector Signature: Date: April 22, 2022 S.Devlin-Cert Electrical Compliance Form To-,,,,n 11ail1annex Telephone 631 765-1802 54375Main Road Fax(c;,l)765-9502 .. r P.O.Box 1179 , , Southold,N-Y 11971-0959 BUILDING DI;YARTAV?ENT ^AAD T T Date: !uls"�.1 ?tiC Peii71?+1`410. 4UD_ -1 5 �!" +IP3.�- ;,vner: �A"I ,� �.W �_ bin LL C (Please pini i t _ease prini; 3G ii�� ?dl tl�e solder used in the-tiV2br supply system coi?t_=_ins less than 2/10 o 1% --- (-1ti e?'s Sicrnalwre) c:._ vv L• .vOt?1-i.G Je:.Oi.'E 1T'aE TILS _ r In r r_.. L +{ ANNA FIORITA —`'— -A P - 5 202 f !} Notary Public, State of New York Reg.NQ•011=16368364 Quyiifrcl in Suffolk County Commission Expire Notary Public. � — —�� t_�c]UIICV 0 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN MALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new 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 1'%lead. 5. Commercial building, industrial building,multiple residences and.similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing," land uses: 1. Accurate survey of property showing all property lines,streets, building and unusual natural or topographic features. 2.. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool $50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy Residential $15.00, Commercial $15.00 Date. New Construction: Old or Pre-existing Building:_ (check one) a Location of Property: House No. Street Hamlet Owner or Owners of Property: L ®� . i1� O ��„�, Suffolk County Tax Map No 1000, Section A . a 0 _Block_ '' _ Lot S bdivision .4WX4_ `�oma[ - 6� t.-C_._, Filed Map. Y 77 Lot: Permit No.__ J mate of Permit. —,—Applicant: /.�Dt/ , Health Dept. Approval:_ L � '` / Underwriters Approval: i—� Planning Board Approval: Request for: Temporary Certifi ate _— Final Certificate: ( deck one) Fee Submitted:S A ica Signa ue �~ CONSENT TO INSPECTION Nw4, g 1�'' ,the undersigned, do(es)hereby state: Owner(s)Name(s) That the undersigns (is (are)the owners)ofthe premis i. :he T w of Southold, located at 0�ktym,-e 3,,'), which is qhown and designated on the Suffolk County Tax Map as istrict 1000, Section Block ,Lot That the undersigned(has)(have)filed,or cause to be filed,an application in the Southold Town Build in,�g'Innspe toy's Office folr the f llowing� Y�'L ✓ V That the undersigned dp(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: ��('P I r n e) (Si e) (Print Name) OF SOUTyo� # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION 1STlyD [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY ` .,j ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE 10 MARKS,: C DATE INSPECTOR V� pF SoOTy� TOWN OF SOUTHOLD BUILDING DEPT. G Q courm N 765-1802 y INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [FOUNDATION 2ND :. [ j INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ - ] FIREPLACE & CHIMNEY- [ ] FIRE SAFETY•INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O op REMARKS: Coll DATE INSPECTOR , G/ --- ;vNoo'o L+v SOF SOUIyO I 1 # TOWN- OF SOUTHOLM BUILDING DEPT. `ycourm��' 765-1802 .1NSPECON [ ] FOUNDATION 1ST [ PROUGH PLBG. [ ] F UNDATION 2ND [� ]'-INSULATION/CAULKING [ FRAMING'/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ] ELECTRICAL (ROUGH) [. ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O RE7A KS: % AWNP"ylvl ' Vol DATE o� INSPECTOR hO�aOF SOUlhp6 TOWN OF SOUTHOLD BUILDING DEPT. p`y�ourm '' 76S-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG: [ ] FOUNDATION 2ND [ ] :INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE &-CHIMNEY-- [ "] FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O REMARKS: 9 DATE 14 INSPECTOR # # TOWN OF SOUTHOLD-BUILDING DEPT. 765-1802 INSPECTION ' [ ] FOUNDATION 1ST [ ] UGH PLBG. [ ] FOUNDATION 2ND [ INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE-& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] -FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: !lad 14YUA (A t `As -V W-PA por wt `s JE D . DATE LL S �� INSPECTOR IX VoT�r)e--- TOWN OF SOUTHOLD BUILDINGDEPT. `�couun ' 765-1,802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] RdSULATIOWCAULKING [ ] FRAMING/STRAPPING [ FINAL I/�> [ ] FIREPLACE & CHIMNEY" [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION-: [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: m f le Rook 664w Vey �G4y=�t�.ri j C p c:S, G pXcs ��s-rc-b PRIG-L) m= iL d i DATE INSPECTOR - �a0f SOUTyO -- V l�✓ T' o � 007.?,OU * # TOWN THOLD BUILDING DEPT. courm. 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) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: S' DATE INSPECTOR Home Energy Rating Certificate Property HERS Model C -Unit 32 Rating Type: Confirmed Certified Energy Rater: Michael Caruso Harvest Pointe Rating Date: 2022-04-11 Rating Number: MC123 64 Millstone Ln Registry ID: 462345268 Cutchogue , NY 11935 Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 58 Efficient Home Comparison: 42% Better Heating 69.5 $1390 68% General Information Cooling 1.1 $44 2% Conditioned Area 3692 sq. ft. House Type Townhouse, end unit Hot Water 12.0 $227 11% Conditioned Volume 39534 cubic ft. Foundation Conditioned basement Lights/Appliances 26.2 $372 1.8% Bedrooms 2 Photovoltaics -0.0 $4 -0% Service Charges $16 1% Mechanical Systems Features Total 108.8 - $2049 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 101.00 CFM25 2009 International Enemy Conservation Code Ventilation System Exhaust Only: 170 cfm, 23.2 watts. 2015 IECC UA Compliance Programmable Thermostat Heat=Yes; Cool=Yes 2018 IECC UA Compliance ECCC New York State 2020 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 D Onfiltration Rate 1822 CFM50 (2.77 ACH50) Foundation Walls R-13.0 60 Method Blower door 1822 CFM x 60 Min/Hr/ 39534 Ft^32.77 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) 673 Clothes Dryer CEF 2.32 Dishwasher Energy Factor 0.46 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REM/Rate-Residential Energy Analysis and Rating Software v1.6.0.6 This information does not constitute any warranty of energy costs or savings. ©1985-2021 NORESCO, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. Energy Testing Services 2022 Combustion Safety Testing Form Certified Home Address: 64 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 Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: Bleating System Primary: Yes Q No❑ Type: Furnace ✓Q Boiler❑Heat Pump a Other❑ t z Ventink Type `' . Drat S i_P IIaQe S i- p llag CO CO Efficiency Fuel Tvpe Circle T e) - Pascal (Worst Case (Natural) (Worst'Caie (Natural) Rating:95.0 N❑✓ P❑O❑E❑ N❑\❑M❑S_✓ N/A Pa. Pass❑✓ Fail❑_ PassRIFail❑ N/APPM N/A PpM Yes ❑✓ Type: Standard TankaIndirect Tankless ❑ Size: 75.0 Style Common VentEl Water Heater Primary: No Instantaneous Commercial�SeeNote S below (Gallons ❑ LJ_l ) ) 4 Stand Alone ❑✓ s z Venting Type j� 'Drat S iJilla�e Spillage(Natural) CO CO Efficiency Fuel Type (Circle Type) .' (Pascal) (Worse Case)' (Worse Case) (Ngtznal)' EF: 0.69 N❑✓ P❑O C1E❑ N❑M❑✓ S❑ N/A Pa. Pass❑✓ Fail❑ Pass❑✓Fail N/A PPM N/A PPM OVen Oven is Electric or No Oven Exists ❑✓ Oven Range Hood Vented to Outside Yes 0 No❑ Oven CO. N/A PPM Ambient CO(During Oven CO Testing) N/A PPM 'Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 2 Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE: If the Venting Type selected is M,no Draft testis required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. 4 Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) S Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE. If Water Heater Type is"Commercial'and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial'and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Michael Caruso Rater Number: 7960376 Rater Signature: Date: 2022-04-09 Manual S Compliance Report Job: wri htsoft p p 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 Projedt Information For: Unit 32-64 Millstone Lane, Cutchogue, NY 11935 Cooling Equipment Design Conditions Outdoor design DB: 83.07 -Sensible gain: 17645 Btuh Entering coil DB: 75.77 Outdoor design WB: 71.07 Latent gain: 3131 Btuh Entering coil WB: 63.3oF 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: 62.27 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 ofACCA Manual S. y oft- 2022-Mar-2916:49:57 Wr�gilltS __ Right-Suite®Universal 2018 18.0.32 RSU20066 Page 1 HVv11...Rimor Model C MAN JSD1Rimor Model C MAN JSD.rup Calc=MJ8 Front Door faces: W Residential Plans Examiner Review • Form rm RPER 1 for • •. • Equipment, 15 Mar 09 Header Information Contractor: Energy Testing Services LLC REQUIRED ATTACHMENTS ATTACHED Manual J1 Form(and supporting worksheets): Yes F� No Mechanical license: or MJ1AE Form'(and supporting worksheets): Yes El No n OEM performance data(heating,cooling,blower): Yes No Building plan#: Manual D Friction Rate Worksheet: Yes No Duct distribution sketch: Yes F� No F1 Home address(Street or Lot#,Block,Subdivision): Model C Fescue, Entire House HVAC LOAD .1 Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature: 10 'F Orientation: Front Door faces West Indoor temperature: 68 'F North,East,west,South,Northeast,Northwest,Southeast,Southwest Total heat loss: 37557 Btuh Number of bedrooms: 3 Conditioned floor area: 3776 ft' Summer Design Conditions Number of occupants: 3 Outdoor temperature: 83 'F Indoor temperature: 75 'F Windows Roor Grains difference: 30 gr/Ib @50% RH Eave overhang depth: 16.0 ft Sensible heat gain: 20051 Btuh Internal shade: none Blinds,drapes,etc. E.V8 Latent heat gain: 3558 Btuh Deplh Window Total heat gain: 23609 Btuh Number of skylights: 0 HVAG EQUIPMENT SELECTION (IRC M ,1 Heating Equipment Data Cooling Equipment Data Blower Data E uipment type: Gas furnace Equipment type: SplitAC Heating cfm: 685 � umace,Heat pump,Boiler,etc. Air Conditioner,Heat pump,etc. Cooling cfm: 800 Model: Generic Model: Generic Static pressure: 0 in H2O AFUE92 SEER 16+ Fan's rated external static pressure for design a irflow 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 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 a(TELx 100) •' - - •.• • -• • �• • - - • • • e- • - - •• • •- • -• •. -• • - • -• .•• - •- • - .•- • • r- • - • - Contractor's printed name: Contractor's signature: Date: Reserved for County; • e. orAuth.ority II jurisdiction use. *Home qualifies for MJ1AE Form based on Abridged Edition Checklist wrightsoft® Ri9 ht-Suite®Universal 2016 18.0.32 RSU20066 irv.ma.ae..�owv.ro Load Short Form Job: - 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 Information For: Unit 32-64 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) Bsmnt 1673 7745 790 159 37 Bed 2 196 3382 1582 70 74 Bath 2 60 1132 272 23 13 Stair 1 48 1434 181 30 9 Foyer 131 1597 441 33 21 M bath 110 409 6 8 0 CL 17 0 0 0 0 M BED 351 2041 2157 42 101 Breakfast 83 2009 1799 41 84 Dining 209 3556 1085 73 51 Laundry 23 26 460 1 22 Pant 19 0 0 0 0 Mud 48 371 79 8 4 Kitchen 157 247 1631 5 77 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ' wrightsoft- 2022-Mar-2916:49:57 Right-Suite®Universal 2018 18.0.32 RSU20066 Page 1 ACOA...Rimor Model C MAN JSD%Rimor Model C MAN JSD.rup Calc=MJ8 Front Door faces: W Greatroom 233 4593 3831 95 180 Bath 3 72 577 291 12 14 Bed 3 207 2940 1852 61 87 Loft 141 1185 595 24 28 Entire House 3776 33244 17050 685 800 Other equip loads 4313 595 Equip. @ 0.88 RSM 15528 Latent cooling 3131 TOTALS 3776 37557 18659 685 800 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft, 2022-Mar-29 16:49:57 ti . .— Right-Suite®Universal 2018 18.0.32 RSU20066 Page 2 iCip1 ...Rimor Model C MAN JSD\Rimor Model C MAN JSD.rup Calc=MJ8 Front Door faces: W Project Summar Job: wrightsolFt- 1 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 32-64 Millstone Lane, Cutchogue, NY 11935 Notes: Desigh Information Weather: Suffolk Co.AID, East Quogue(Islip Dd), NY, US Winter Design Conditions Summer Design Conditions Outside db 10 °F Outside db 83 °F Inside db 68 °F Inside db 75 °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(ft2) 3776 3776 Equipment latent load 3131 Btuh Volume(ft') 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. _Fk wrlight:.srOfr't- 2022-Mar-29 16:49:57 r+= •M•.•« �- Right-Suite®Universal 2018 18.0.32 RSU20066 Page 1 .9l..CA...Rimor Model C MAN JSD\Rimor Model C MAN JSD.rup Calc=MJ8 Front Door faces: W N Level 1 191 cfm ------------- 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 32-64 Millstone Lane1648-A Locust Ave Right Suite®Universal 2018 Bohemia,NY 11716 18.0.32 RSU20066 Cutchogue,NY 11935 Phone:631-244-2627. 2022-Mat-2916:51:20 r.b.delfino@energytestingservices.com AN JSD\RimorModel C MAN JSD.r... N Level 2 K101.cfm Breakfast - O'b21 cfm 8216 cfm Greatroom Kitcpen 23 0`' X92 cfm M BED adiab Pant Lalnm cfm Dining 9,88 cfm �1 cfm Mud $, M Bath 10 cfm mFW'R er 011 1-39 cfm Stair 1 cfrr Foyer 1128 cWRth 2 Broan Exhaust 4' 0" Model L150 70 garage CFM Energy Star Contnous User Timer Bed 2 1,89 cfm 4� 1 Job#' Energy Testing Services LLC Scale: 1 :88 Performed by Energy Testing Services LL... Page 2 Unit 32-64 Millstone Lane 164.8-A Locust Ave Right Suite®Universal 2018' Bohemia,NY 11,716 18.0.32 RSU20066 Cutchogue,NY 11935 Phone:631-244-2627 2022-Mar-2916:51:21 rb.delfino@energytestingservices.com ..AN JSD\RimorModel C MAN JSD.r... N Level 3 34 cfm L ft Bath 3 adiab 2 Sup Riser 1 cfm 8' stair 2 1 Bed 3, 17 0" 12 9" &1C cfm JobServices LLC scale: 1 :ss Performed by Energy Tee Energy Testing sting Services LL... Page 3 Unit 32-64 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-2916:51:21. r.b.delfino@energytestingservices:com AN JSD\RimorModel C MAN JSD.r... ` -�- wrghtsoftDuct System SUlllnlaPy Da e: 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 32-64 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 cfm 800 cfm Total effective length(TEL) 433 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln(ft) Ln (ft) Trunk Bath 2 h 272 28 15 0 0 Ox 0 MtFx 19.8 140.0 st5 Bath 3 c 291 14 16 0 0 16x 0 ShMt 30.8 115.0 st4 Bed 2 c 1582 84 89 0 0 Ox 0 MtFx 23.8 130.0 st5 Bed 3-A c 1852 73 104 0 0 Ox 0 MtFx 38.8 225.0 st4 Breakfast c 1799 50 101 0 0 Ox 0 MtFx 37.5 170.0 st1 B Bsmnt h 790 191 44 0 0 Ox 0 MtFx 36.0 150.0 st1A Dining h 1085 88 61 0 0 Ox 0 MtFx 19.0 160.0 st1 Foyer h 441 39 25 0 0 Ox 0 MtFx 7.8 95.0 Greatroom c 3831 113 216 0 0 Ox 0 MtFx 37.0 130.0 st1 Kitchen' c 1631 6 92 0 0 Ox 0 MtFx 24.5 140.0 st1 Laundry c 460 1 26 0 0 Ox 0. MtFx 16.5 150.0 st1 Loft c 595 29 34 0 0 Ox 0 ShMt 29.8 21.0.0 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 " Wfightsoft° Ri2022-Mar-29.16:49:57 ► aW,n•r..,.M.. ht-Suite®Universal 2018 18.0.32 RSU200fi6 Page 1 ...Rimor Model C MAN JSD1Rimor Model C MAN JSD.rup Calc=MJ8 Front Door faces: W _ Supply Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st4 Peak AVF 116 154 0 0 0 0 x 0 MetlFlx stl Peak AVF 519 666 0 0 0 16 x 0 ShtMetl st5 Peak AVF 147 115 0 0 0 16 x 0 ShtMetl stlB Peak AVF 50 101 0 0 0 16 x 0 ShtMetl st1A st1A Peak AVF 291 267 0 0 0 16 x 0 ShtMetl stl Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk rbl Ox 0 191 44 144.3 0 0 0 Ox 0 MtFx rt1A rb2 0x0 630 916 168.8 0 0 0 Ox 0 MtFx rtl TableReturn 'Trunk Detail Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt1A Peak AVF 191 44 0 0 0 0 x 0 ShtMetl rtl rtl Peak AVF 821 960 0 0 0 0 x 0 ShtMetl wrightsoft® 2022-Mar-29 16:49:57 .W,.., ..,...,.,.,.,., Right-Suite®Universal 2018 18.0.32 RSU20066 Page 2 ...Rimor Model C MAN JSD1Rimor Model C MAN JSD.rup Calc=MJ8 Front Door faces: W i{ t GFZCH ARCHITECTURE IAC f 3 0 EXPRESS DRIVE SOUTH�G ;F, r TR` `. 1.� p 4 �F•_I� � '�� { Y �Zz �C r+r'S� MI� b'L11- SUITE 202 ISLANDIA, NY 11749 1NWW.QRGHARCHI7'ECTURE.COM r" ^— 864 3395 Novernber 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 Maximurn thickness 3 %" (provided ±3") Flame spread index 25 or less and smoke-development index of 450 or less is provided: Provided/Installed Bayseal Closed Cell Spray Foam Insulation report less than 4" (see products sheet) provides flame spread index of 25 or less and smoke-development index less than 450 in accordance with ASTME84. Draped Foundation Wall Insulation Blanket (Residential Code Section R302.10.1 Insulation materials, including facings shall have a flame spread index not to exceed 25 with an accompanying 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 8 . espectfu�ly submi ed, D) i f ( E LEI 0ti j r�� �GJ� bQRT C/y,Cy�� CIA Glen Cherve y i IA, LE � Principal APR — 5 2022 - MaCHANICAL CORPORAYIOt� 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, s Louis DeSantis President r' i APR - 5 1022 i ii;a,as�. •.•_• Acrt' ��t it."_7 20 Feldland Street, Bohemia. NY 11716 a (631) 563-1298 Fax: (631) 563-2954 GRCH ARCHITECTURE PC 37.50 EXPRESS DRIVE SOUTH SUITE 202 ISLANDIA, NY 11749 wW 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. 32/ Permit No. 46075 Dear Inspector Verity: Please be advised that the basements of the above referenced units constructed on site meet the requirements for conditioned space as defined in the 2015 IRC and Energy Code as well as the 2017 Code Supplement. qPrenerveny, submitted, D ARC zeR cy, X C\ AIA, LEED AP (P '9 02381 0 OF N J �__� APR - 5 2022 GRCH ARCHITECTURE PC . 3750 EXPRESS )DRIVE SOUTH SUITE 202 ISLANDIA, NY 11749 W W W.GRCHARCHITECTURE.COM (631)864-3395 April 26, 2021 Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold, NY 11971 Att: Mr. Michael Verity Chief Building Inspector Re: Harvest Pointe at Cutchogue Screened in Rear Covered Porch Unit# 32— Permit#46075 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. Respectfully ubmitted, �E—ED Ape �,aSR-iCyd CA C7 ?G G en C e eny,AIA, LEED AP Princip I (P �T �23BAO �0F �LE31 L APR - 5 2022 SCOTT A. RUSSELL :s���� ®���r MICHAEL M. COLLINS, P.E. SUPERVISOR t; ® TOWN ENGINEER .. ►r� TOWN OF SOUTHOLD,NEW YORK 11971 TOWN HALL - 53095 MAIN ROAD Tel. (631)-765-1560 ® Fax. (63 1)-765-9015 pr`-- 1� �cl�,�r_i.:cot:Llrlsr;,rc tiatu.5u���c�1.n. Y:�is OFFICE OF THE ENGINEER TOWN OF SOUTHOLD :7 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 9 - 5 2022 OFFICE LOCATION: - MAILING ADDRESS: t Town Hall Annex _ Q�'S�� - P.O.Box 1179 54375 State Route 25 �� r/�®� Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) , Telephone: 631765-1938 Southold,NY r, wwwsoutholdtownny.gov 00 PLANNING 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 Planning Department with any questions. Respectfully, i Donald J. Wilcenski t Chairman �W1 APft - 5 2022 cc: Michael Verity, Chief Building Inspector Michael Collins, Town Engineers.'; . "� " D _ vis lk�OIL Y4 t M� ..x _ x L 5� M t y T `g: i £6■ �\ . .: �2 600b .� ���-Z� �GO� \ \�: � ��< . .�y ?�. �\ \\ � � �/ : ?< . . . ��< E > . F l iry W , tl �a r- 4f y 4 r kw. I" ik Y ea} R ?u 9kN� *fid m,�-: f t •"u.;f � �<'� '% da �Rt y ' � »vf r 3 ✓ung'.�, ,. ;«-.s T ; 4 N, V 1 �•6 dip irc f �'o ,f'e�., i, ,� �5E 4 k � H A � G lot �r. r AW, , s b, 5 � 1 s� is e" 44 rte.,. i ^a C s.p } � s ' � R 4 �4 i r sd yg In 1 1 A .t A I'M � 5 . 3b t. i fg t P '3 B 5 .y } a, j Aa 5' � A a c, t FIELD INSPECTION REPORT 10ATE COM&IENTS • b FOUNDATION(IST) V H ----------------------------------- FOUNDATION(2ND) z l Q ROUGH FRAMING& �] PLUMBING' WSW] INSULATION PER N.Y. STATE ENERGY CODE 646craua4 L1eT 64dxc- FINAL ADDITIONAL C MMENTS � , 4 -a t lc ;�6c150 D 1A32, Y7 . Z H O z tx b H. TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT -Do,you have or need the following,before�pplying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey Southoldtownny.gov - �'PERMIT'NO. Check Septic Form N.Y.S.D.E.C. Trustees U ,v;' �� i C.O.Application (/ Flood Permit Examined ,20A i. / Single&Separate OCT 19 2020 Truss Identification Form ? IN Storm-Water ssessment Form ml �a Contact: Approved ,20 �It'1�1CY�i+GO�/�l�N�f—L( ��z_ ti .:�Y 5� ".'l O �v r:e s1�} Mailto. Disapproved a/c 1441 119 Phone: 6 t ? 4_ Expiration 'VIP __,..20 67 Building Inspector 1�°PLICATION FOR BUILDING PERMIT Date INSTRUCTIONS , ori MtT be completely filled in by typewriter or in ink.and submitted to the Building Inspector with 4 setsTO'2,� t,pian to scale.Fee ac'co'rding 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 shat l be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used.imwhole or in part for any,purpose what so ever until the Building Inspector issues a Certificate of Occupancy. -f.•Every building permit shal1.expire if the Work,authorized has not commenced within 12 months after the date of issuance or has not'been completed wifhitr.l$ months'ffom 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 months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws, Ordinances or Regulations, for the construction of buildings;;additions,or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances,building code,housing code, and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or nanie,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee,'agent, architect, engineer, general contractor, electrician, plumber or builder C�LJ yd,?�✓ : Name of owner of premises R1 WV-0(f bzvdy&,� (As on the tax roll or latest deed) If applicant is a corpor i n, signatur o 4uly a th9g'zed offic � (Name and title of corp ate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1 Irocat'on of land o1 which p oposed work will be done: Yl�i 11S �e_ �� House Number Street - Ham-let County Tax Map No. 1000 Section /0� /' Block Subdivision TlIC�W �� �' Filed Map No. Lot �j (co HPO q 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and.occupancy �d b. Intended use and occupancy 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work -(Description) 4. Estimated Cost 000o ®6 Fee -(To be paid on filing this application) 6. If d,,velling, number of dwelling units Number of dwelling units on each floor ._lf.garag%.nurnber of.cars n " 6. If business, corhinercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions•of.e�,isiing stI'uctul•es, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear ' Depth Height Number of Stories 8. Dimensions of entire new construction: Front 731:? (.01f Rear �C9 1'� j'1 ' DepAu �r Height - cad Number of Stories 7) 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 "0 Will excess fill be removed from premises? YES NO 411' ✓ �(1 �.® .�jG � � ��d4 � 7 14. Nam �es of Owner of premises ��� Address � a Phone No. $ 2-66 Name of Architect -r1�G 1' Address ZS 'o— � Phone No 646 Name of Contractor SCt4.1z,. 44 dt4l-r t/ Address Phone.No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO IF YES, SOUTHOLD'TOWN TRUSTEES &D.E.C. PERMITS MAY BE RE RED. b. Is this property within 300 feet of a tidal wetland? " YES NO IF YES, D.E.C. PERMITS MAY BE REQUIRED. I6. Provide survey, to scale; with accurate foundation plan and distances to property lines. 17. If elevation at any point on'property is at 10,feet or below, must provide topographical to on survey. I Are there any,covenants and restrictions with respect to th•s property? * YES NO IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF AIV being duly sworn, deposes and says that(s)he is the applicant (Name of individual signi g contract) above 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 vv rk and to make and file this application; that all statements contained in this application are true to the best of his knowledge a elief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before,nle this day of 20 S ERRY PIRONE Nota?y &F( OF NEW 10.10 V 6 na re of li a t tion No. 01P16388309 Qualied in SuffolkCountyLRe,i,,,1rfia mmiion Expires March 04,2023 = ` BUILDING DEPARTMENT Electrical Inspector NTOWN OF SOUTHOLD } „ �ILn Town Hall Annex - 54375 Main Road - PO Box 1179 ::. 'Southold, New York 11971-0959 Telephone 631 765-1802 - FAX 631 765=9502 µ rocLerrsoutho{dto��nr3 coo f seandsoutholdtornn�.aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN WoRmxriom (All Information Required) Date: L, �a Company Name: 4 am- Name: )Name: 1 License No.: 1'y em il: r I Cts. C'C'`• ' Address: Phone No.: is JOB SITE INFORMATION (All Information Required Name: ,�' L Address: 3 J Cross Street: Phone No.. Bldg.Permit#: email: , k* - j CZ Tax Map District: 1000 Section: IC)D, (DI Block: ) .-P Lo BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: JES, NO Rough In Final Do you need a Temp Certificate?: O Issued On q/ Z� Temp Information: (All information required) 3 Ph Size: _14j-- # Meters Old Meter# Service Size& CewServi , - Fire Reconnect- Flood Reconnect -Service Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Request for Inspection Form.xis PERMIT# Address: Switches Outlets ( Lr 1'� 4` iw- � T' (l' s� GFI's . Surface ..us . Sconces H H's i'�' ! �I I 'VJ UC I_ts ( G 1 Fans Fridge I HW Exhaust 1°, Oven � f Dryer P/ . Smokes, 1 I D1N Service Carbon .l ,- Micro Generator - -... --------- -- . ..... Ybo: Cooktop Transfer AC /� � AHJ Mini Special: C64- Comments: ,- ti,/ �.oi—gid Town Hall Annex0 fele hone(631)765-1802 54375 Main Road ' P ( ' �" �'+ Fax(631));765-9502 P. O. Box 1179 Southold, NIY 11971-0959 • BUILDINGlitP,ART[li( NOTICE OF{UTILIZATION OF TRA"', 't PE d. NSTkUCTION, PRE-ENGINEERED I� l f1B�R CONSTRUCTION °CNSTRUCT"ION'A'NI]!OR t • Date: ' . Owner;"' wner l(Y�C)(� bL' :• � Locatlon,of,Property: _ �. 1tll l # � 1 t f ;s Please,;;ta, otice that the check a nnllcable leve : y r }� :Addition to exesfing`cdnrr�erciat}or resideiaf�ai?strucEureF Rehabilifia6nnon exisimgcc�rnniercial or resldertJ7talt0tructure to be th'c subject>p�0operty referenceWtave:oni111•iutelf (check applf?le'Flire}• rY ! � L 1 r `i Truss type construction (TT) QC0+L C)/I l�- Pre-engtneetjed.:-Wpod construction (PW) I _. timber coristr77 u�tion in the,follo\Mhg location(s) (check applicable leve} Floor framing, Include g girders and beams,RR(F) Roof framing (R) i Floor and roof fra g (FR) • Name (prerson suitti'ng this f 5 Capacity (check applicable line): Owner, Owner representative TrussReg15.doex Effective 11112.015 . �\ ; I � 1 <{`.I1''� ��"J��1•�e�L5,1�tY i'Ji i+ rth•C1 t r C•Sn� �fMri ry �l•�{`+r'� `S"'• aitrr' i•-�..:��7�Z,:a hi��'��}: r.,..r. ML e a fir. �vj:• �i Ft,.sr 3`. a�c�'^`�.✓Y..Lf ."." A �'..�'ae. y. !�2�. i!a•�'s"• 4ryxt t3+ a '•'r<' ./i::,,• di.:rrS�f oa Y 91,i a�{�e 7• 4�S"e. �i, �•�r:.5,�'^ 'ti�a�;�i�r<G. '� ! �; 1 • i � / !!',V�'Ya „:ft1/c.� 1�aA�l aY f�rl�'���v ai' :af 3'i_ ^K< >r� r j r}a� F a• i�t ':^r,s� h a. i �C 1• iv hh�:•; - + '� ra < G e.i•.�. �r f < •c�i+<t ,� J• JES� �,a a' n axi f �; J li N � � \ r.�4 j .� � J ��..• F. ;f t �r:#,� ..1r i�n•r.,i. k r'; ,'i �.hii r:=: S' �f� 7 1F ' s s` k r 03 Y 4 1%5 ��ti•r a + rl� } 1, Y` S i e ter € 9 '� � n ,:_..� ...i' $ i; t, n.... r ���. It s .... � Hew a,,..,=� _•� ...�, p 0, 7•`,µ z : FF/ rf/ F / F rrrr/ f/fF/r i 13.7' 13.7' 29 28 30 13.7 31 B1 B 61 z 2:1' w Y z • w :;- EN 34 33 EN B2 B � EN 19, g-21 's2>"-°' 'C c��k�`�^�' .......... S { v v 7 K } s sMRa a ::::............ ':... AW -'*--R7 RE TYPE B—D Y ,n RAMP N3 m PROPOSED 5' PROPOSED SINGLE M SIDEWALK (TYP.) AREA LIGHT Olt LA m �a i2 1 .. LL. 0 1/ r;:. Q 0- N)> -0 �t� LIG, mom ect�d 8y The 140-01 Serum. 852-57-54, o Adva� � ion - APPROVED IN ACCORDANCE WITH BOARD OF Y REview DETERMINATION FATED 00 W �. Z z SUBJECT'TG COYENA TIS&RESRRICTI.ObtS USER z z f (L Z '= O 0 PAGE— 2 0 vNe W � a0 Nd m J 1x F— 12 CL C14 .0 U co .r mim IFICATIC�1 REQFJtRED.• LU .A. CERTIFICrriOAi � (� V i a N ANr,CONSTRUCTION � � � o VAL. Spr¢o.+.s Q. p jfalftE:Ili:Of$talth Bei'tdtee -- ApPz avalfor Construction-Other Than Single,ft m* Reference No. 40 -- Design now DO0. PROJECT NO.: 00026 Usc(s) y &CC �irt mad G�i. ts..d r DRAWN,BY: KCK These plus have been reviewed for general conformaat9 Ai1th Suffolk County Department of Health Seances standards, relating to water CHECKED BY: TFC supply and sewage disposal. Regardless of any omissions, DATE: inconsistencies or lack of detail, construction is required to be in - accordance with the attached permit coalitions and 'applitutble SCALE: As NOTED standards,unless speciumpy waived by the Department This a �m S Yeats from thea PP FILE NO.: approval date,unless esteaded ar moved. 9- 8-_l i G� CAap: 00026 SP APPS Date Review@P SHW pro.: 1 OF5 . F C't R.S.APPROVAL. NOTES: m THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE 0= PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE U NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, Oy io PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. 6.3'6.5' ui 17.3' C 6.2' IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, O u4 °?7.6' w ai ` ^ PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION ENS FOR ANY UJ 9 O- 7.T in cV v7 � (/il( '//'�(/` I PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OFA LICENSED O CV PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY.IF O- vi AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE ————— N 5.0'o 4.0' ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND THE NOTA71ON"ALTERED BY FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH J D 1 LU I N 3.0' 4 ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. Z U in Q 1 Z Z F-. ,^ 1 O COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED W 0 1 06 of I O O Z 1V l f / SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. 1 .-- (a7 I Z Q = NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED,RECORDED EASEMENTS �jJ o 4�.6� 2.0'___ O ❑ OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED. —� — z---- 0- °1226" w Q ❑ 1.9' r PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE S 36 Z Uq' 1 ❑ O — -v �/J. U 1 CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, m Ci ¢ 1 Z LL L"T V" SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS N 1 - Q ❑ U-, H OTHER THAN VISIBLE PERMANENT STRUCTURES. I OO Z 1 'L • l/J Q Q ————— O 3'0'OI COPYRIGHTp NELSON fl POPE,ENGINEERS AND SURVEYORS.ALL RIGHTS J 4.0' o RESERVED.NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, N O ~ 5.D'`- RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN 1, N PERMISSION OF THE SURVEYOR. 7.6' N 5.3' M ri t7 7.6' O .- THIS PLAN WAS PREPARED TO ASSIST IN OBTAINING FRAMING PERMITS FROM LOCAL 6.4' 172' a 6 2' PURPOSE.ITIES AND IS NOT AUTHORIZED NOR GUARANTEED FOR ANY OTHER S 4600M R=140.00' 33.90' s.s L= 13.59' S 38024'18" E L� 481.91' R=140.00' L=37.19' S 23°11'01" E �T 39.36' R=112.00' PSE OF L=29.72' ORY DA 1,, S 38023'13" E ^ �¢ �� 62.34' m �' ?R=112.00 L—A O S 53037'34" E N o —� r L=29.79' 51.14 . �' (� X502 i 3 R=112.00' R L=29.75' Q I _wutj S 38024'18" E I--. I o 96.29' Q o S 24°33'07"W R=410.00' ti I M 107.80 S'(CN L=450.51 Oj I 06-15-2021 FOUNDATION LOCATION S 65026'53" E M��'�p.N� 167.99' (ACTUAL) `� FOUNDATION AS-CONSTRUCTED SURVEY FOR 49.54 �./ _ UNITS 31 - 32 UNIT DESIGNATION MAP OF R=275.00' w S52°55'20"W HARVEST POINTE CONDOMINIUM 2 L-77.85' C) I o FILE-NO.:490 FILED SEPTEMBER 28, 2020 O SITUATED AT S 49009'21" E O S o L6 I CUTCHOGUE 235.82' Z,7�13 M TOWN OF TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK I G (n S.C.T.M.DISTRICT 1000,SECTION 102.01,BLOCK 02.00,LOTS 005.000&006.000 S 40052'38" E m N I SOUTHOLD ,252 55'20"W , lma S 52°55'20"W 0 L N E L S ON + POP E I 19.24 ,� 34.77' ■ engineers•architects•Surveyors 70 Maxess Road,Melville,NY 11747. 631.427.5665.nelsonpope.com Z w I Ll.. DRAWN BY: NP CADD No.:INDIVIDUALSURVEYS 00026 i SCALE: SCHOOL HOUSE LANECHECKED BY: PE FILE NO.: SHEET NO.: 'I OF'I � 1"=30' DATE: 07-02-21 PROJECT NO.: 00026 S 40°52'38"ES 65°26'53"E 27.03' R=275.00' 49.54' L=77.85' 2°55'20"W I S 24 33'07"W R=112.00' S5107.80' L=29.72' S23°11'01"E 39.36' 5524' S 49°09'21"E 'R=140.00' 238.82' 1L=37.19' S 53°37'34"E PNS R=410.00' S38°23'13" 0.69' ` `V L=450.50' 62.34' R=140.00' N 1� GRIPPING �'' S38°24'1WE L=13.59' STREET rL L VEST 96.29' L 29.790 ppvEM�N� R ue HA TV r. E SANE :k-'140-0y s CuRg pOjt L=23.60' g 6• -7 lit LO S37°04'40"E o 0 a OF-Of'GO W 95.00' S38°24'18"E 481.91' CD N R=112.00' B.B. CURB o ch �o CONC.WALK O I Q I L=29.75' 0 0°w N �� = Ll! TOWN OF DI. ❑❑ �0 �O ELEC. 17.0' .N Qz U w S53°3734"E (2)E.BOX N W 0° METER o O i. I SOUTHOLD 51.14' It ow CONIC.WALK GAS iA 'CV' CONC.WALK W L:> ME ER 0 m I � ELEC. IN.0. FQ ma WIN_O.H.ELEC. N Y METER -- ma METER GA co - I 269.77'(ACTUAL) Q GAS 13.0'0 0 18.5' �13.0' METER 7LF METER I* 18.6' w I 2.5' O FW- 1.7' 3.3' S37°04'40"E z LO2.5' I I 2 5' I GARAGE I GARAGE i 2.5'in 2.7 ugi m to 2.7' fO 3.3' I I I 3.3' 3.0' 2.0' in zo I I I ^ Ico W v �I ^ 1----5---- co ag I ti 5.3' 2.STORY FRAME s.3';, �, UNIT 33 Ln W CIN � O JOW 2.0' RESIgENCE Of- ❑ I` 15.9' N UNIT 30 aco UNIT 31 F.FL.I 35.4 UNIT 32 00 G.FL.1=34.8 2.0' OL) Z � 2.0' I V m /❑ N I I ❑- aUi co 13.2' .0 0 n 14.4' M � 13.1'C6 j 16.9' -0 LU ui cn 14.4' r a-j F- 11.0 U RIO CONCRETE 1 ZO ? 10.9' a ENCLOSURE 1 02 O �_ o wwn a ��E- � 15.1' '.• RIO CONCRETE wz RIO CONCRETE ENCLOSURE ENCLOSURE DAVID f- _ _ _ _ _ O T S 38°24'20"E 513:85' HARVEST POINTE HOME OWNERSt r0 ASSOCIATION DESIGNATION LINE t ^- �__--•.� ; ,� :�'-�,�� �I'ti�r`t�'' ��� tS'�• �. 5 213 NOTES: AP - THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE R 5 20- i x&-15-2021 FOUNDATION LOCATION F f NAL SURVEY PROPERTY LINES ARE FOR A SPECIFIC PURPOSE USE AND THEREFORE ARE - NOT INTENDED GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, 10-27-2021 SANITARY AS-BUILT FOR UNITS 3� & 32 PLANTING AREAS,S,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION.N. T . z IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, „_2o21 ADDED DRAINAGE, »~.''' ,;C..%y• ,,.� __" � CONTROL MODULE PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY UNIT DESGNATION MAP OF PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OFALICENSED �_`;r;:_7.*'!'g'+""�d'-.''"?"' ^;$V'j BELECT.PANEL HARVEST POINTE CONDOMINIUM 2 PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTERAN ITEM IN ANYWAY.IF f:.'s \ «•: .:'t`F-%@..`.. - ._„_- - ANITEM BEARING THE SEAL OFANENGINEER.OR LAND SURVEYOR IS ALTERED,THE 12-08-2021 FINAL SURVEY FILE NO.:490 FILED September 28, 2020 ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND SITUATED AT THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OFSUCH CUTCH OG U E ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. . COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. S.C.T.M.DISTRICT 1000,SECTION 102.01,BLOCK 02.00,LOTS 005.000 8 006.000 NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS 0 ` NELSON + P O P E OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED. PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE - M CONDITIONS IF OANY,INCLUDING BUT TREES. LIMITED EB WETLANDS,WATER COURSES, engineers•architects*sur ieyo.s SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS ' OTHER THAN VISIBLE PERMANENT STRUCTURES. COPYRIGHT©NELSON&POPE.ENGINEERS AND SURVEYORS.ALL RIGHTS 70 MBXess Road,Melville,NY 11747. 631.427.5665.nelsonpope.com RESERVED. NO PART OF THIS DRAWING MAYREPRODUCED PHOTOCOPYING, ' 00026_1 SCALE: RECORDING OR BY ANY OTHER MEANS,OR STORED. DRAWN BY: NP' CADD No.:INDIVIDUALSURVEYS RED,PROCESSED OR TRANSMITTED i( IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN CHECKED BY: MS FILE NO.• ') OF'I PERMISSION OF THE SURVEYOR. - SHEET NO.' 1" DATE: 12-13-2021 PROJECT NO.: 00026 =30' , I I 6.5' � 17.3' 0 6.2' NOTES: 5.4' Tr)-v 75' ri N SANITARY SYSTEM AS-BUILT TABLE THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE 7.T b N M c+1 PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE b N ) STRUCTURE NAME TIE A TIE B NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, I PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. 5.0' cOw� I m w UNITS#32,33 &34 4.O' ch R =zp0 Of Z IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, w I w ~ z Z i ST-1 39.3 48.7 PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FORANY 1 < 3�' Z Co O�I('--Z ° 1 ST-2 38.8 55.1 PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN PERSON.UNLESS HE IS ACTING UNDER THE DIRECTION OFA LICENSED IN ANY WAY.IF �p I Q LU ate-• z O) U�¢- I W Q AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE C-3; z LP 38.1 71.8 ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND Q DIP INV. OM Q _ _ O I LL z 31.03 U 32' O O I THE NOTATION'ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH 2•�� L LU___ 3 s- s- s �o ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. }` S s S `�Z C5 Fw-.w LLI r� DIP INV. T 36' Z_Z COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED (0 I O (/� 30'92 Z� \4'SDR-35 I 00 SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BEA VALID TRUE COPY. m L2QC I�' W o PIPE,TYP. ?Ny a F O c•1 t-Q I NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS Q I N U I w U OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED. 2.0' I UNDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED ��•, M Q y'r L / p AS TO ACCURACY.EXISTENCE,EXACT LOCATION,TYPE OR USE,ACTIVE OR INACTIVE 10 2,. C7 2 2' I 1 SUFFOLK COUEVT>r"'���'11\�7Nl�1�Q O! tT L ELECTRIC AND GAS UTILITY LOCATION PROVIDED FROM PSEG DISTRIBUTION DESIGN V U tl 9 tJ 7Nt ! fY A�'T�-Ili y+��1JI�°�� PLAN DATED 7/21/18.LOCATION OF GAS AND UTILITY IS APPROXIMATEAND LOCATED ~ TYPICALLY IN THE SAME TRENCH.ACCURACY OF UTILITY IS NOT GUARANTEED NOR IS b Z Orn �RL]®tt�yr,. `}.�I � 1 ^ _ THERE ANY GUARANTEE THAT ALL EXISTING UTILITIES ARE SHOWN ON THIS MAP. V. I - APPROVAL�!� t ,�rAi &��,I�����q y,^n�� ®� CONSULT WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR II I M 61' o N A L: VR FURTHER DESIGN. 27.7' ri N 14.8' S 4.7 N V. 1 CO �� � � LY RESIE);=qCF,: 00 `)ate PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE N ��•v int { CONDITIONS IF ANY.INCLUDING BUT NOT LIMITED TO WETLANDS.WATER COURSES, I I N M , :. Its. o-lc�o� �7W r SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS I wO CONTROL '^c.iW Lo iI�@ SM a OTHER THAN VISIBLE PERMANENT STRUCTURES. _ ' I MODULE 0 I �a Na 9 disposal anq Water sc t ra^i't' G -- C' �- G G °- Inspected and/or certified b FP y L '-';ties at this IOCetlon have been COPYRIGHT©NELSON 8 POPE,ENGINEERS AND SURVEYORS.ALL RIGHTS E E E 5.5' Q I x-' �p�� Y this Department or other a e RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, E 1" WATER 6,5' � 17'3' cD 6.2' w lSl W be,�h Od'p FOR A 'MUF 8 ^CICS�"°�(�Un�t® RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED ORTRANSMITTED II SERVICE 5.3'i0 ih r`i `-' I O oQ• BEDROOMS. IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN () W�•W 7.7'41 N vi 7.6' � r p q T''®® PERMISSION OF THE SURVEYOR. Wb N c7w ; m ,vj 5.0' o Z "' 0. ADDITIONAL IMPROVEMENTS AND/OR POSSESSION.IF ANY,NOT LOCATED,NOT 4.0' -_--- DIP INV. 0- I -: SHOWN O c7 18' z p, C t' i dry q,, ALL SANITARY PIPING 4'AND 6'SOR.15,TYPICAL. I I W I LU M 32.39 S ?N INV. } r.rr• g Knepper, If E., Chief Lw U 1 3.0' 4'SDR-35 27.87 I m I q W ~ ? INV. INV. say: ,cu it 3 Q 1 LL z Z) 4 29.09 O 1 28.18 L 2.0' --- I � I w T� � -1.s' I s-!�' ty 3 I O � M �-� zL � I 7Q I I m,. I I- LLJ {_ Zc T `I� c7wo 0 D Q I co Z a"N' oc1 I xzpv to ; O I N p 3.0'_ S 16 �U)ig2� e 1 "-- r=. �%r f,. rn 4"SDR-3 �a(7 4.0' ----- o ;rn OVF-z 1 j I � Cl) �W 7.6'N in i+1 N 1 r W 1^ WATER 5.3'01 vi ,9'L b vi o y I LL PETE Jq p -� SERVICE - \ H P R f s.a' N �" I o �� oP �- - 5 2022 U 17.2' S.5 Z 9 "o rte-ZJ 3 3 m tna H 't Q � m .�• p-G G Ow I I N w a cau IQ (2)E.BOX nw o J"f,11 nV'" IIm o a�oD. ce)00 ,.r.., rP„ f='^ 111 I Lw CD1 3 rm F_• FARMSTEAD o z I-�' W-II�` _ [U F096-15-2021 FOUNDATION LOCATION COURT =E - w ; I ! SANITARY AS-CONSTRUCTED SURVEY FOR ?II� I 1 27-2021 SANITARY AS-BUILT suB PAVEMENT ` I = /' UNITS 32 - 34 UNIT DESGNATION MAP OF �- za2oz, SANITARY AB REVISED HARVEST POINTE CONDOMINIUM 2 J. , FILE NO.:490 FILED SEPTEMBER 28, 2020 5 - W I 1 SITUATED AT CUTCHOGUE l TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK + "'J S.C.T.M.DISTRICT 1000•SECTION 102.01,BLOCK 02.00,LOTS 006.000,007.000&008.000 m0 L i HEALTH DEPARTMENT REFRENCE NUMBERS&AREA'S NELSON + POP E UNIT No. HD REF No. HABITABLE AREA GARAGE AREA TOTAL GROSS FLOOR AREA engineers•architects•SUN®yOfS 32 _- ____R10_-1T:_0086_=') 1,999 S.F. 408 S.F. 2,407 S.F. 70 Maxess Road,Melville,NY 11747. 631.427.5665.nelsonpope.com 33 R10-17-0087 1,599 S.F. 363 S.F. 1,962 S.F. DRAWN BY: NP CADD No.:INDNIDUALS0000026 1 34 SCALE: R10-17-0088 1,599 S.F. 380 S.F. 1 979 S.F. _ CHECKED BY, MS FILE NO.: SHEET NO.: 'I OF 1 DATE: 09-28-2021 PROJECT NO.: 00026 V=30' : , s 31 ,t,3 Z- rJa PLUMBER CERTIFIGI, ON,LEAD CONTENT BEI- APPROVED EHAPPROVED AS NOTED CERTIFICATE OF OCCUPA!,�.. SOLDER USED IN WATER SUPPLY SMTEM;CANNO FEE: 1 l °`' EXCEED 211-0, OF I% LEA NOTIFY I N,,- S A RTMENT AT . 765-1802 8 AM TO PM FOR THE FOLLOWING INSPECTIONS: PLUMBING 1. FOUNDATION - TWO REQUIRED FOR POURED C-ON,;RETE ALL PLUMBING WASTE A�' WATER LINES NEED tv4l 2. ROUGH - FRAPLUMBING IGBEEORE COVERING 3. INSULATION 4. FINAL - CONS r -�N MUST BE COMPLETE I _. 0. `-TSS PLACAROING REQUOpE® ALL CONSTRU^T!CN SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. ELECTRICAL INSPECTION REQUIRED COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES DO NOT PROCEEDWITH. AS REQUIRED AND CONDITIONS OF 'FRAMING UNTIL SURVEY. OF.FOUNDATION LOCATION HAS BEEN APPROVED. �SOUTHOLD TOWN PLANNING BOARD Must provide Manuals 6th i OWN TRUSTEES D, J and S as per — NYS Energy Code OCCUPANCY OR Blower door . and ductwork USE IS UNLAWFUL testing required. WITHOUT CERTIFICATE" OF OCCUPANCY RETAIN STORM WATER RUNOFF All exterior lighting PURSUANT TO CHAPTER 236 installed,replaced or OF THE TOWN CODE, repaired shall conform to Chapter 172 of the Town Code Fire separation required as per NYS Code 8302.12 Draftsto In In combustible construction where there is usable s ce both above and below the concealed space of a floor-ceiling assembly, Section 8316 Foam Plastic TABLE 8405.1 Z �i/ PLANS ARE IN CONFORMANCE WITH THESE APPLICABLE CODES: PP 9 Pa Z draftsto s shall be installed so that the area of the concealed space does not exceed 1,000 square feet. Draftstopping shall divide the concealed 8316.1 General. The provisions of this section shall govern the materials, design, application, construction and installation of foam plastic materials. Properties of Soil Classified According to the Unified Soil Classification System W �.,.,� E OF NEW YORK STATE P CODE space into approximately equal areas. Where the assembly is enclosed by a floor membrane above and a ceiling membrane below, draftstopping shall 8316.2 Labeling and identification. Packages and containers of foam plastic insulation and foam plastic insulation components delivered to the job site shall bear � o 2020 RESIDENTIAL the Icbel of an a roved a enc showin the manufacturers name, the roduct listin roduct identification and information sufficient to determine that the UNIFIED SOIL CHANGE � 2020 EXISTING BUILDING C 0 D E 0 F NEW YORK STATE be provided in floor-ceiling assemblies under the following circumstances: PP 9 Y 9 P 9. P SoIA CLASSIFICATION SOIL DESCRIPTION DRAINAGE FROST HEAVE CHANGE V 2 2. Floor framing is constructed of truss-type open-web or perforated members. end use will comply with the requirements. GROUP SYSTEM POTENTIAL SYMBOL CHARACTERISTICS POTENTIAL IXPANSION O � � 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. 8316.4 Thermal barrier. Unless otherwise allowed in Section 8316.5, foam plastic ;hall be separated from GW WELL GRADED GRAVELS, GRAVEL SAND MIXTURES, Z V the interior of a building by on approved thermal barrier of not less than M inch gypsum wallboard. LITTLE OR NO FINES GOOD Low Low 2020 MECHANICAL CODE OF NEW YORK STATE 8316.5.3 Attics. The thermal barrier s ecified in Section R 316.4 is not re uired where all of the followin a I GP POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES, N C- 8302.13 Fre protection of floors. Floor assemblies that are not required elsewhere in this code to be fire-resistance rated, shall be provided with a 1/2 inch P q 9 pPy' LITTLE OR NO FINES GOOD LOW Low O i o a) ca 2020 PLUMBING CODE 0 F NEW YORK STATE gypsum wallboard membrane, 5/8 inch wood structural panel membrane, or equivalent on the underside of the floor framin member. 1. Attc access is required by Section 8807.1. t- t g GROUP I SW WELL GRADED SANDS, OR GRAVELLY SANDS, YORK STATE AND NEPA 70 2. The space is entered only for purposes of repairs or maintenance. LITTLE OR NH FINES GOOD Low LOW V � N 2 0 20 P R 0 P E RTY MAINTENANCE C 0 D E 0 F NEW 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, GOOD LOW Low = ' N O Exceptions: 2020 NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE- 4. Wood floor assemblies using dimension lumber or structural composite lumber equal to or greater than 2 inch by 10 inch. gypsum board. LITTLE VE NO FlNES IY DN . GM SILTY GRAVELS, GRAVEL SAND SILT MIXTURES GOOD MEDIUM LOW F- .r- N Z _ 8316.5.11 Sill pbtes and headers. Foam plastic shall be permitted to be spray applied to sill plates and headers or installed in the perimeter joist space without the (n U ao.� RESIDENTIAL P R OV I S I 0 N S therrrol barrier specified in Section 8316.4 subject to all of the following: sM SILTY SAND, SAND SILT MIXTURES GOOD MEDIUM LOW Z L rzU) ,- Section R303 O x cn Light, Ventilation and Heating 1. The thickness of the foam plastic shall be not more than 3Y inch. GC CLAYEY GRAVELS, GRAVEL SAND CLAY MIXTURES MEDIUM MEDIUM LOW U Q LU r c2 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 � � SECTION R101 8303.1 Habitable rooms. Habitable rooms shall have an aggregate glazing area of not less than 8 percent of the floor area of such rooms. 3. The foam plastic shall have a flame spread index of 25 or less and an accompanying smoke developed index of 450 or less when tested in accordance ML INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR, ❑ U M ao GENERAL Exceptions: 1. The glazed areas need not be operable where the opening is not required by Section R310 and a whole-house mechanical ventilation system is With ASTM E 84 ar UL 723. SILTY OR CLAYEY Fl T SANDS OR CLAYEY SILTS WITH MEDIUM HIGH LOw � M installed in accordance with Section M1507. GRouP 2 SLIGHT PLASTICITY 8101.2 The rovisions of the 2020 Residential Code of NYS for One and Two Family Dwellings shall apply to the construction, alteration, movement, enlargement, CL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, P of 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 Section R317 Protection of Wood and Wood-Based Products Against Decay GRAVELLY CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN MEDIUM MEDIUM MEDIUM replacement, repair, equipment, use and occupancy, location, removal and demolition of detached one and two family dwellings and townhouses n nd their accesso 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. 8317 All sits and plates on exterior foundation wall to be pressure preservatively treated in accordance with AWPA Ut. CLAYs o Aow a than three stories above grade plane in hei�lht with a separate means of egress a ry Foindotion wood irders: wood irders seated in exterior foundation walls to have min. 1 2 inch airs ace all sides or ends wra ed with aluminum plane in height. 8303.8 Exterior stairway illumination. Exterior stairways shall be provided with an artificial light source located at the top landing of the stairway. Exterior fleshin g 9 / P PP stairways providing access to a basement from the outdoor grade level shall be provided with an artificial light source located at the bottom landing g of the stairway. R317.1 Locatbn required. Protection of wood and wood-based products from decay shall be provided in the following locations by the use of naturally durable wood R404.1.6 Height above finished grade. Concrete and masonry foundation walls shall extend above the finished grade adjacent to the foundation at all points or wood that is preservative-treated in accordance with AWPA U1 for the species, product, preservative and end use. a minimum of 4 inches where masonry veneer is used and a minimum of 6 inches elsewhere. R202 Definitions: Section 8305 R317.1.1. Fiel,f treatment. Feld-cut ends, notches, and drilled holes of preservative-treated wood shall be treated in the field in accordance with AWPA M4. R404.1.7 Backfill placement. Backfill shall not be placed against the wall until the wall has sufficient strength and has been anchored to the floor above, or Continuous Insulation: Insulating material that is continuous across all structural members without thermal bridges other that fasteners and service openings. R317.3 Fasteners and connectors in contact with preservative treated and fire retardant treated wood. Fasteners, including nuts and washers, and connectors in has been sufficiently braced to prevent damage by the back fill where the unbalanced height of fill exceeds 4 feet. It is installed on the interior or exterior or is integral to any opaque surface of the building envelope. Ceiling Height Z „ , contact with preservative treated wood and fire retardant treated wood shall be in accordance with this section. The coating weights for zinc coated Section 8405 Foundation Drainage 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 be in accordance with the material requirements of ASTM F 1667. R405.1 Concrete or masonry foundations. Drains shall be provided around concrete or masonry foundations that retain earth and enclose habitable or O 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: F- usable spaces located below grade. Drainage tiles, gravel or crushed stone drains, perforated pipe or other approved systems or materials shall be U s eed Vult is 130 m h or greater. 2. A shower or tub equipped with a showerhead shall have a ceiling height of not less than 6 feet 8 inches above an area of not less than 30 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 P ( ) P inches by 30 inches at the showerhead. drains e s tem. fY ' i he t e r Had frontin the ro ert . Address identification characters shall contrast with their ba k round. dress numbers s al 9 Ys ' e to ro'ect to within 6 feet 4 inches of the thlt is vis bre from i s re t o r g p p y c g Ad h l irders ducts or other obstructions in basements containin habitable s ace shall be ermitt d p i mbers r al habetical letters. Numbers shall not be s elled out. Each character shall be not less than 4 inches in hei ht with a str ke with Exce tion: A drains e s stem is not re uired where the foundation is ins alled el F- 1.1.1 Alternative rovisions. As an altemative to the requirements in Section 8301.1, the following standards are permitted subject to the limitations of this code 3. Beams, g 9 P P be Arab c nu o p p g o p g y q t on w I drained ground or sand gravel mixture with soils according 830 F herein. Where en ineened desi n is used in conjunction with these standards, the design shall comply with the Building Code. finished floor. of not less than 0.5 inch. Where required by the fire code official, address identification shall be provided in additional approved locations to facilitate to the unified Soil Classification System, Group I Soils, as detailed in Table R405.1. Z and the limitations t 1. AWC Wood Frame Construction Manual {WFCM)9(2015 EDITION) l 8308.4 Hazardous locations. The locations specified in Sections 8308.4.1 through 8308.4.7 shall be considered to be specific hazardous locations for the enercency response. Where access is by means of a private road and the building address cannot be viewed from the public way, a monument, pole or purposes of glazing. otter sign or means shall be used to identify the structure. Address identification shall be maintained. O En ineered desi n. Where a buildin otherwise conventional construction contains structural elements exceeding the limits of Section 8301 or otherwise not 8308.4.2 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 amp Foundation Waterproofing and Dao be wale U oncrete and masonry foundation dampproofing. Except where required to be waterproofed, foundation walls that retain earth and enclose interior tY 8301.1.3 9 9 9 cordance with acce ted en ineerin ractice. The extent of such desi n need only the bottom exposed edge of the glazing is less than 60 inches above the floor. Section 8321 Elevators and Platform Lifts spaces and floors below grade shall be dompproofed from the higher of (a) the top of the footing or (b) 6 inches below the top of the basement O ' ^ conforming to this code, these elements shall be designed in ac p 9 9 P 9 1. Where the lazin is within 24 inches of either side of the door in the plane of the door in a closed position. B+vabrs. Where rovided assen er elevators limited use and limited a lication elevators or rivate residence elevators shall com I with ASME A17.1 CSA floor to the finished rade usin a bituminous coatin . IL u J demonstrate compliance of nonconventional elements with other applicable provisions and shall be compatible with the performance of the conventional framed 9 9 R 321.1 , 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 &4 P P 9 PP P PY 9 9 9 an in-swinging door. Re 321.2 Plitfomn Lifts. Where rovided, latform lifts shall com I with ASME A18.1. R406.3.3 Porous Fill. The s ace between the excavation and the foundation wall shall be backfilled with orous fill u to a hei ht of one-half of the backfill) M scope of this code. O ` ' J R308.4.6 Glazing adjacent to stairs and ramps. Glazing where the bottom exposed edge of the glazing is less than 36 inches above the plane of the adjacent P P PY P P P 9 Z T heioght and covered with strips of 30 pound asphalt paper or 6 MIL polyethylene to permit water seepage while avoiding infiltration of fine soils. ❑ V , R301.2.1 Wind design criteria. Buildings and portions thereof shall be constructed in accordance with the wind provisions of this code using the ultimate design wind walking surface of stairways, landings between flights of stairs and ramps shall be considered to be a hazardous location. Section R322 Food Resistant Construction The remainder of excavated area shall be backfilled with the same type of soil as was removed during excavation. speed in Table R301.2(2) as determined from Figure R301.2(5)B. Exceptions: R 322.1 Onenl. 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. R;0 ?(1), and substantial improvement and repair of substantial damage of buildings and structures in floor hazard areas, shall be designed and R408.1 Ventilation. Crawl space vents: Provide 1 s.f. of venting per 150 s.f. of floor area unless ground surface is covered by a class one vapor retarder bome debris re ions shall be rotected to meet the re uirements of the large missile test of ASTM E1996 & 2. Glazing 36 inches or more measured horizontally from the walking surface. crostvcted in accordance with the provisions contained in this section. Buildings and structures that are located in more than one flood hazard area shall P g P 8301.2.1.2 Protection of openings: Window glazing in wind g p q material. If this retarder material is used, rovide 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. campy with the provisions associated with the most restrictive flood hazard area. Buildings and structures located in whole or in part in identified foundation. s than 7 16" and s an not more than 8'-0" shall be ermitted for opening protection. Panels Section R310 Emergency Escape and Rescue Openings floodways shall be designed and constructed in accordance with ASCE 24. R408.4 Crawl space access panel to be min, 18" by 24". Openings through perimeter wall shall be not less than 16" by 24". Exception: Wood structural panels with a ingkness of not les / p P urroundin the o enin . Panels shall be redrilled and secured with the attachment hardware provided. UNFNISHED BASEMENTS IN A SINGLE FAMILY HOME & IN EACH TOWNHOUSE UNIT BASEMENT, ARE REQUIRED TO HAVE AT LEAST ONE EMERGENCY ESCAPE R 322.1.5 Lavest f►oar. The lowest floor shall be the lowest floor of the lowest enclosed area, including basement, and excluding any unfinished flood-resistant shall be precut and attached to the framing s g p g P enclosure that is useable sole) for vehicle arkin buildin access or limited stora a rovided that such enclosure is not built so as to render the buildin AND RESCUE OPENING PER SECTION 8310. (Egress window & window well) Y P 9. 9 9 P 9 8502.2.2 Blocking and subflooring. Blocking for fastening panel edges or fixtures shall be a minimum of utility grade lumber. Subflooring shall be wood M"�i R310.1 Emergency escape and rescue opening required. Basement shall have not less than one operable emergency escape and rescue opening. or stucture in violation of this section. structural panels as specified in Section 503.2. Fireblocking shall be of any grade lumber. TABLE R301.2(1) in shall have a net clear o enin of not less than 5.7 s uare feet. The net clear R 322.1.6 Protection of mechanical, plumbing and electrical systems. Electrical systems, equipment and components; heating, ventilating, air conditioning; plumbing R502.4 Joists under bearing partitions: Provide 2x full de th blockin 0 48" o.c. max. where beam is not located under wall to allow for i in or vents. O CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA 8310.2.1 Minimum opening area. Emergency and escape rescue open gs P n q appliances and plumbing fixtures; duct systems; and other service equipment shall be located at or above the elevation required in Section R322.2 or P 9 P p e �'+ height opening shall be not less than 24 inches and the net clear width shall be not less than 20 inches. 83223. 8502.6 The ends of each joist, beam or girder shall have not less than 1 1/2 inches of bearing on wood or metal and not less than 3 inches of bearing � T Wind Desi n SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER Air Mean R310.2.2 Window sill hei ht. Where a window is rovided as the emergency escape and rescue opening, it shall have a sill height of not more than 44 inches on masonry or concrete or alternatively, the ends of joist shall be su ported on a 1"x4" ribbon strip and shall be nailed to adjacent stud. F- 1�1 GROUND 9 FLOOD 9 P Exce tion: Locatin electrical s stems a ui ment and cam onents; heatin , ventilatin , air conditionin ; lumbin a liances and lumbin fixtures; duct P W DESIGN UNDERLAYMENT Freezing Annual ill ei ht is below rade it shall be rovided with a window well in accordance with Section 8310.2.3. E g y q P P 9 g g P g PP P 9 SNOW SPEED Topographical Special Wind DESIGN FROST LINE HAZARDS above the floor; where the s h g g P stens• and other service a ui ment is ermitted below the elevation re uired in Section 8322.2 or 8322.3 rovided that the are desi ned and installed to 8502.7 Lateral restraint at supports. Joists shall be supported laterally at ends by full depth solid blocking or by attachment to 'band or rim joist. (n TERMITE DECAY TEMP REQUIRED Index Tem sY q P P q P Y 9 LOAD (mph) Effects Wind bourne CATEGORY WEATHERING DEPTH p 8310.2.3 Window wells. The horizontal area of the window well shall be not less than 9 square feet with a horizontal projection and width of not less than 36 revert water from enterin or accumulatin within the cam onents and to resist h drostatic and h drod namic loads and stresses, includin the effects of 8502.8.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural cam osite lumber, structural rue-laminaited members, Q Re Ion Debris inches. The area of the window well shall allow the emergency escape and rescue opening to be fully opened. P g g P y y Y g P 9 9� buoyancy, during the occurrence of flooding to the design flood elevation in accordance with ASCF24. Electrical wiring systems are permitted to be located cross-laminated timber members or I-joists are prohibited except where permitted by the manufacturer's recommendations or as shown on these pp zone R310.2.3.1 Ladder and steps. Window wells with a vertical depth greater than 44 inches shall be equipped with a permanently affixed ladder or steps usable with below the required elevation provided that they conform to the provisions of the electrical part of this code for wet locations. drawings. `� ) Q../ 1 D the window in the fully open position. Ladders or rungs shall have an inside width of not less than 12 inches, shall project not less than 3 inches R 322.1.7 Protection of water su I and sanita sewn e s stems. New and re lacement water su I s stems shall be desi ned to minimize or eliminate infiltration R502.11.1 Wood Truss Desi n. Wood trusses shall be desi ned in accordance with a roved en ineerin ractice & be re ared b a re istered truss desi n MODERATE SLIGHT TO PPY ry 9 Y P PPY Y 9 9 9 PP 9 9 P P P Y 9 9 ❑ w O 20 140 NO (E3) SEVERE 3B" TO HEAVY MODERATE Degrees Yes X 1500 from the wall and shall be spaced not more than 18 inches on center vertically for the full height of the window well. of flood waters into the system in accordance with the plumbing provisions of this code. professional where required by the statues of the jurisdiction in which the project is to be constructed. R310.2.3.2 Drainage. Window wells shall be designed for proper drainage by connecting to the building's foundation drainage system required by Section R405.1 R 322.1.8 Flood-resistant materials. Building materials and installation methods used for flooring and interior and exterior walls and wall coverings below the elevation or by an approved alternative method. required in Section 8322.2 or 8322.3 shall be flood damage-resistant materials that conform to the provisions of FEMA TB-2. 8301.2.1.4 Exposure category. Exception: A drainage system for window wells is not required where the foundation is on well-drained soil or sand-grovel mixture soils in accordance Section 8506 Concrete Floors (On Ground) with the United Soil Classification System, Group I soils, as detailed in Table R405.1. R 322.2.2 Encicsed area below design flood elevation. Enclosed areas, including crawl spaces, that are below the R506.1 Concrete slab on grades to be min 3-1/2 inches thick. 1. Exposure B. Urban and suburban areas, wooded areas or other terrain with numerous closely spaced obstructions having the size of single family dwellings design flood elevation shall: U or larger. Exposure B shall be assumed unless the site meets the definition of another exposure. R311.6 Hallways: min. 36" clear width. 8506.2.2 Base. A 4 inch thick base course consisting of clean graded sand, gravel, crushed stone, crushed concrete or crushed (blast-furnace slag passing 1. Be used solely for parking of vehicles, building access or storage, a 2-inch sieve shall be placed on the prepared subgrade where the slab is below grade. � 2. Ex osure C. 0 en terrain with scattered obstructions having a height less than 30 feet extending more than 1500 feet. Exposure D extends downwind R311.7 Stairways 2. Be rovided with flood o enin s that meet the followin criteria and are installed in accordance with Section R322.2.2.1: p p P P 9 9 Exception: Abase course is not required where the concrete slab is installed on well-drained or sand-gravel mixture sails classified as Group I � 600 feet from the partially obstructed area. Includes flat open country and grassland. R311.7.1 Width. Stairways shall be not less than 36 inches in clear width at all points above the permitted handrail height and below the required headroom 21 The total net area of non-e ineered o enings 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 tem in accordance with Table R405.1. 3. Ex osure D. Flat, unobstructed areas exposed to wind flowing over open water for a distance of not less tan 5000 feet. Exposure D extends downwind 600 height. The clear width of the stairway at and below the handrail height, including treads and landings, shall be not less than 31 % inches where a g P 9 - Fa- p is measured on the exterior of the enclosure walls. 8506.2.3 Vapor retarder. A 6 mil (0.006 inch) polyethylene or approved vapor retarder with joints lapped not less than 6 inches shall be placed between feet from the unobstructed area. handrail is installed on one side of 27 inches where handrails are provided on both sides. R 322.2.2.1 Installation of o enin s. The walls of enclosed areas shall have o enin s installed such that: U) P 9 P 9 the concrete floor slab and the base course or the prepared subgrade where no base course exists. The vapor retarder is not required for Garages, U R311.7.2 Headroom. The headroom in stairways shall be not less than 6 feet 8 inches. 1. There shall be not less than two openings on different sides of each enclosed area; if a building has more than one enclosed area below the design utility buildings and other unheated accessory structures. Z R301.3 Story Height. The wind provisions of this code shall apply to buildings with story heights not exceeding 11 feet 7 inches and the laterally unsupported R311.7.3 Vertical rise. A flight of stairs shall not have a vertical rise larder than 151 inches (12.58') between floor levels or landings. 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. flood elevation, each area shall have openings. 2. The bottom of each o enin shall be not more than 1 foot above the hi her of the final interior rade or floor and the finished exterior rade W provisions, provided that story heights are ,not exceeded. An engineered design shall be provided for the wall or wall framing members where the limits of R311.7.5.2 Treads. The tread de th shall be not less than 9 inches er su lement. P g 9 g 9 Section 8l b Wood Woll Framing Z) p p pp immediately under each opening. � uildin or the noncom liant onions thereof to 8602.3 Design and construction. Components of exterior walls shall be fastened in accordance with Tables 8602.3(1) through 8602.3(4). Wall sheathing Chapter 6 are exceeded. Where the story height limits of this section are exceeded, the design of the b g, p p , ccordance with the Buildin Code. 8311.7.5.3 Nosings. A nosing projection not less than 3/4 inch and not more than 1 a� inches shall be provided on stairways with solid risers. 3. Openings shall be permitted to be installed in doors and windows; doors and windows without installed openings do not meet the requirements of this shall be fastened directly to framing members and shall confirm to the requirements of Table 8602.3(3). resist wind loads shall be in a g sertion. O 8311.7.8 Handrails shall be provided on not less than one side of each flight of stairs with four or more risers. n with Section R302.2 Item 1 or 2. The common 8311.7.8.4 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. 8302.2 Townhouses. Common walls separating townhouses shall ut assigned afire resistance rating in accords ve 1, Buildin s and structures erected within coastal hi h hazard areas and coastal A Zones, shall be elevated so that the bottom of the lowest horizontal wall shared by two townhouses shall be constructed without plumbing or mechanical equipment, ducts or vents in the cavity of the common wall. The wall Exceptions: 9 9 - osure from both sides and shall extend to and be ti ht a ainst exterior walls and the underside of the roof sheathing. Electrical 1.,Handrails shall be ermitted to be interru ted b a newel ost at the turn, structural members supporting the lowest floor, with exception of piling, pile caps, columns, grade beams and bracing, is elevated to or above the base shall be rated for fire exp 9 9 P P y P floor elevation plus 1 foot or the design flood elevation, whichever is higher. TABLE R602.3(� FASTENING SCHEDULE installations shall be in accordance with Chapters 34 through 43. Penetrations of the membrane of common walls for electrical outlet boxes shall be in R311.7.10.1 Spiral Stairways. Spiral stairways are permitted provided that the clear with at and below the handrail is not less than 26 inches and the walkline accordance with Section R302.4. radius is not greater than 24q inches. Each tread shall have a depth of not less than 6J inches at the walkline. 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 ( ) 1. Where a fire sprinkler system in accordance with Section P2904 is provided, the common wall shall be not less than a 1-hour fire-resistance-rated wall rise shall not be more than 9� inches. Headroom shall not be less than 6 feet 6 inches. and Coastal A Zones shall be supported on pilings or columns. DISCRIPTION SITE LING a,b,c,d IYeE assembly tested in accordance with ASTM E 119 or UL 263. R 311.8 Ramps. 'r s rinkler s stem in accordance with Section�P2904 is not provided, the common wall shall be not less than a 2-hour-resistance-rated wall 1. BLOCKING BETWEEN JOISTS R LnS TO TOP PLATE THREE 8D COMMON. TlOE NAIL 2. Where a fl e p y R 311.8.1 Maximum slope. Ramps serving the egress door required by Section R 311.2 shall have a slope of not more than 1 unit vertical in 12 units Section const Mezzanines 2. CEILING JOISTS TO TOP PLATE THREE 8D COMMON. TOE NAIL assembl tested in accordance with ASTM'E- 119, UL 263, or section 703.3 of the Building Code. i al 12, ercent. Exce tion: R 325.2 Mezzanines. The clear height above and below mezzanine floor construction shall be not less than 7 feet. Habitable attics shall comply with section 8325.6 Y horizontal (8.3 percent slope). All other ramps shall have a maximum slop of 1 unit vertical in 8 units horzont ( 5 p ) p 3. CEILING JOISTS NOT ATTCHED TO RAFTER , LAPS THREE 16D COMMON FACE NAIL 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 ti a mezzanine or mezzanines shall be not greater than one-third of the floor area of the room or space in which ( ) TABLE 8302.1(1) they are located. The enclosed portion of a room shall not be included in o determination of the floor area of the room in which the mezzanine is OVER PARTITIONS w - - - h n coo ao EXTERIOR WALLS horizontal (12.5 percent). locat?d. M " m `- R 312.1 Guardrails: Porches, balconies, and stair landin s 30" above floor or rade to be installed with 36" hi h railin s, balusters not to allow assn a of a 1 4. CEILING JOIST TO PARALLEL :AFTERS + LAPS TABLE R802.5.1(9) FACE NAIL ¢ N N N ri N ci .- MINIMUM MINIMUM FIRE 9 9 9 9 P 9 R 325.4 Means of egress. The means of egress for mezzanines shall comply with the applicable provisions of Section R311. o a N ri ri co ri ori s here 4 inches or more in diameter. 5. COLLAR TIE TO RAFTERS THREE 10D EACH FACE NAIL EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE P R 325.5 Openness. Mezzanines shall be open and unobstructed to the room in which they are located except for walls not more than 36 inches in height, columns 6. RAFTER OR ROOF TRUSS TO PLATE 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 osts. THREE 10D COMMON 2 ON SIDE + 1 ON OTHER TOE NAIL FIRE-RESISTANCE RATED 1 HOUR 0 feet P WALLS 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 Exce tions: 7. ROOF RAFTERS TO RIDGE, VALLEY OR HIP THREE 10D COMMON. TOE NAIL NOT FIRE-RESISTANCE Ft4TED 0 HOURS z5 feet of the following: P RAFTERS PROJECTIONS FIRE-RESISTANCE RATED 1 HOUR ON THE UNDERSIDE 22 feet to <5 feet 1. Mezzanines or portions thereof are not required to be open to the room in which they are located, provided that the aggregate floor area of the TWO 16D COMMON. EIND NAIL 1. Operable windows with opening that will not allow a 4 inch diameter sphere to pass through the opening where the opening is in its largest opened enclosed space is not greater than 10 percent of the mezzanine area. 8. STUD TO STUD NO AT BWP " TABLE R302.1(2) position. ( ) 16D COMMON AT 24 O.C. FlACE NAIL 2. 0 erable windows that are rovided with window fall revention devices that com I with ASTM F 2090. 2. In buildings that are not more than two stories above grade plane and equipped throughout with al automatic sprinkler system in accordance with g, STUD TO STUD AT BRACED WALL PANEL E;{TERIOR WALLS- DWELLINGS WITH FIRE SPRINKLERS P P P py ( ) 16D COMMON AT 16"O.C. F/4CE NAIL MINIMUM MINIMUM FIRE 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Section 8313, a mezzanine shall not be required to be open to the room in which the mezzanine is located. 10. BUILT UP HEADER, TWO PIECES 16D COMMON AT 16"O.C. ALONG EACH EDGE Ff4CE 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 footings shall be placed on rock, sand gravel and/or gravel, sand, silty sand, clayey sand, silty gravel or 11. CONTINUOUS HEADER TO STUD FOUR 8D COMMON. TOE NAIL tri z an � FIRE-RESISTANCE RATED 1 HOUR 0 feet operation to release the control device allowing the window to fully open, shall not reduce the net clear opening area of the window unit to less than clayey gravel with a presumptive design load bearing value of 2,000 PSF. Do not place footings on soil that consists primarily of clay or silt or have z z z O z z (0 cn w w WALLS NOT FIRE-RESISTANCE RATED o HouRs 3 feet the area required by Section R310.2.1. any iinorganic material or fill. 12. TOP PLATES TO TOP PLATE 16D COMMON ® 16"0/C FACE NAIL O O O 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 > > > > > a g > e aratin towvnhouses shall be continuous from the foundation to the underside of the roof sheathing, Section R313 Automatic Fre Sprinkler Systems 2. Basement walls exposed to weather: 3000 psi plus 5 to 7% air entrainment ON EACH SIDE OF END JOINT (24"MIN LAP SPICE W W w W cc m U O v 8302.2.3 Continuity. The fire iresistance rated wall or assembly s p g R313.1 Townhouse automatic fires rinkler s stems. Townhouses havin a het ht of three stories above rade lane shall be a ui ment throw hout with an LENGTN EACH SIDE OF END JOINIJ deck or slab. The fire-resistance rating sohall 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. R 403.1.4.1 Frost protection: Bottom of all footings to be at least 36" below grade. 14. BOTTOM PLATE TO JOIST OR BLOCKING (NOT AT BWP) 16D AT 16"O.C. FACE NAIL `a assessor structures. o i tolled ' accordance with Section P2904 " 8313.1.1 Design and installation. Automatic residential fire sprinkler systems for townhouses shall be designed and ns lin R 403.1.5 Stepped Footings: Step footing 1 ft vertical maximum on 2 feet horizontal where slope of footing bottom exceeds 10% 15. BOTTOM PLATE TO JOIST OR BLOCKING (AT BWP) 2-16D AT 16 O.C. FACE NAIL `�_ 8302.2.4 Parapets for townhouses, or NFPA 13D. 1. The parapet shall extend not less than 30 inches above the roof surfaces. it dwellin s havin a hei ht of three stories above rade shall be a ui ed R 403.1.3.6 Isolated concrete footings. In detached one and two family dwellings that are three stories or less in height and constructed with stud bearing walls, 16. TOP OR BOTTOM PLATE TO STUD TWO 16D COMMON. EtND NAIL o Exception: A parapet is not required in the preceding two cases where the roof covering complied with a minimum Class C rating as tested in accordance with R313.2 One and two family dwellings automatic fire systems. One and two fam y g g g g q pp throughout with an automatic sprinkler system. isolated plain concrete footings supporting columns or pedestals are permitted. r 0 and the roof deckin or sheathin is of noncombustible materials or approved fire-retardant-treated wood for a distance of 4 feet es FOUR 8D COMMON. TOE NAIL ASTM E 108 or UL 79 g 9 R 403.1.6 Foundation Anchorage: Wood sole plates at exterior walls on slabs and all wood foundation wall sill plates shall be anchored with JTZ inch diameter - u;r of 5 8 inch T e X sum board is installed direct) beneath the roof deckin or sheathin , su orted b not less 8313.2.1 Design and installation. Automatic residential fire sprinkler systems shall be designed and installed in accordance with Section P2904 or NFPA 13D. 17. TOP PLATES, LAPS AT CORNERS + INTERSECTION 2 16D COMMON FlACE NAIL each side of the wall or walls or one lay / yp gyp Y 9 9 PP Y anchror 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 than nominal 2 inch 51 mm led ers attached to the sides of the roof framing members, for a distance of not less than 4 feet on each side of the wall or the wvidth of the plate. A nut and washer shall be tightened on each anchor bolt. There shall be a minimum of two bolts per plate section and 21. JOIST TO SILL, TOP PLATE, OR GIRDER THREE 8D COMMON. TOE NAIL V� ( ) 9 Balconies and decks. S rinkler rotection shall be rovided for exterior balconies, decks and round floor atios of dwellin units where the walls and any openings or penetrations in the roof are not within 4 feet of the common walls. P P P 9 P 9 located not more than 12" or less than 3.5" from the end of each plate section. Plates shall be protected against decay and termites. � f T � t ' of re uired 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 i 9 3. A parape lis n q (� 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 FACH LAYER 2 C� rating. The wall shall be rated for exposure from both sides. exterior balconies and decks that are constructed of open wood joist construction. 8302.2.6 Structural independence. Each individual townhouse shall be structurally independent. 28. 2X LEDGER THREE 16D COMMON AT EACH JOIST OR RAFTER. FACE NAIL 11 TABLE 8404.1.2(1) 31. WOOD STRUCTURAL PANELS: SUBFLOOR, 6D COMMON (WALL) 6" a/c at edges and O m Exceptions: Section R314 Smoke Alarms Minimum Horizontal Reinforcement for Concrete Basement Walls ROOF, AND WALL SHEATHING TO FRAMING 8D COMMON (ROOF) 12"o,/c at interior I j 0 1. Foundations supporting exterior walls or common walls. R314.1 General. Smoke alarms shall comply with NFPA 72 and Section R314. MaxIMUG UNSUPPORTED 8D COMMON (SUBFLOOR) supports (see note f) v tui 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 HEGHT OF BASEMENT LOCATION OF HORIZONTAL REINFORCEMENT W R302.3 Two-famil dwellin s. Dwelling units in two-family dwellings shall be separated from each other by wall and floor assemblies having not less than a 1-hour with UL 2034. WAIL Com) I a. All nails are smooth-common, box or deformed shanks except where otherwise stated. Nails used for framing land sheathing �] Y 9 0 ^ U o r UL 263 or section 703.3 of the Buildin Code. Fre-resistance-rated floor/ceiling and 8314.3 Location. Smoke alarms shall be installed in the following locations. 58 ONE N0. 4 BAR WITHIN 12 INCHES GF THE TOP OF THE WALL STORY iu v Z connections shall have mm m m a erage bending yield strengths as follows: 80 ksi for shank diameter of 0.192 20d common nail), fire-resistance rating where tested in accordance with ASTM E 119 0 9 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 0.1142" or less. O sheathin . 2. Outside each separate sleeping area in the immediate vicinity of the bedrooms. ONE No. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY d. 4-foot-by-8 foot or 4 foot by 9 foot panels shall be applied vertically (n o 9 >8 f. Intermediate su orts shall be s aced 6 inches on center for a minimum of 48 inch distance from rid es, eaves and able end W T r1 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 AND ONE N0. 4 BAR NEAR THIRD POINTS IN THE WALL STORY PP P 9 9 w 1.A fire-resistance rating of % hour shall be permitted in buildings equipped throughout with an automatic sprinkler system installed in accordance with NFPA shower. walls and 4 inches on center to gable end wall framing. 0 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 R302.3.1 Supporting construction. Where floor assemblies are required to be fire-resistance rated by Section R302.3, the supporting construction of such assemblies alarm in a location required by Section R314.3. TABLE R404.1.2(8) Minimum Vertical Reinforcement for 8, 10 and 12 inch Concrete Basement Walls W shall have an equal or greater fire-resistance rating. 1. Ionization smoke alarms shall not be installed less than 20 feet (6096 mm) horizontally from a permanently installed cooking appliance. MINIMUM VERTICAL REINFORCEMENT BAR ( h Of R302.5.1 0 enin Protection. Hone 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 2. Ionization smoke alarms with an alarm-silencing switch shall not be installed less than 10 feet (3048 mm) horizontally from a permanently installed ten/ 8602.3(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 p g y SIZE AND SPACING (INCHES) � � from garage into habitable space: 45 min. fire rated with self - closin device or automatic - closin device. wall studs at 16 inches on center with a maximum height of 10 feet shall support a maximum of two floor plus roof/ceiling assembly. Exceptions: I- 9 9 cooking appliance. i= R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum 3, Photoelectric smoke alarms shall not be installed less than 6 feet (1828 mm) horizontally from a permanently installed cooking appliance. MAXIMUM UNSUPPORTED MAXIMUM UNBALANCED DESIGN LATERAL SOIL PRESSURE OF Where desi ned by in accordance with accepted en ineerin ractice or where the ultimate desi n winds eed is less than or a ual to 130 m h 0 m WALL HEIGHT BACKFILL HEIGHT 45 PSF PER FOOT OF DEPTH 9 P q P ' Z No. 26 gage sheet steel or other approved material and shall not have openings into the garage. 4. R 314.4 Interconnection. Where more than one smoke alarm is re uired 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 su,porting a roof load with not more than 6 feet of tributary length shall have a maximum wall h6ight of 18 feet when � J q s aced at 16 inches on center and 20 feet where s aced at 12 inches on center. 8302.6 Dwelling-garage fire separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Section 8314.3, 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) P P Z v Attachment of sum board shall cam with Table 8702.3.5. The wall se aration rovisions of Table R302.6 shall nota I to arae walls that are a 10 12 R602.3.2 Top plate. Wood stud walls shall be capped with a double top plate installed to provide overlapping at corners and interrsections with bearing Z o o cn P lip gyp , 9 pry P P PPY 9 9 individual dwelling unit. 8 7 8 10 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 e endicular to the ad acent dwellin unit: wall. TABLE R302.6 Gara a walls: 5 8 inch e X sum board on arae side, 1 2 inch e X sum board ono osite wall side at habitable areas. Gars a ceilin : 5 8 9 8 5 0 41 NR NR than 2 inches nominal thickness and have a width not less than the width of the studs. W ��T ERFO 9 / tYP 9YP 9 9 / tYP 9YP PP 9 g / Section 8315 Carbon Monoxide Alarms 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 ROBER type X gypsum board R315.1 General. Carbon monoxide alarms shall be provided in accordance with section 915 of the Fre Code of NYS. 10 s 6 0 41 5 0 22 NR exterior walls and bearing walls, figure R602.6(2) Notching and bored hole limitations for interior non bearing walls & figiure R602.6.1 top plate `I ��N lC 0y R302.9 Fame Spread & Smoke Density Index. R309.2.1: Wall & ceiling finishes shall have a flame spread classification of not greater than 200. 830.9.2: Wall & Ceiling 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 Co "I `,n ;� NR denotes no reinforcin re uired. :_ C� R302.11 Fre blocking shall be provided in wood-framed construction in the following locations: 9 q each side. Follow manufacturers specifications for engineered products. (figure 8602.6.1) C7 1. In concealed spaces of stud walls and partitions, including furred spaces and parallel rows of studs or staggered studs, as follows: Locate Certical bars 1Y" clear from inside face of walls. The (center of bars shall not vary from this by more than inch. I ,r"a z 1.1 Vertically at the ceiling and floor levels. 1.2 Horizontally at intervals not exceeding 10 feet. .A 2. At interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. o�, 3. In concealed spaces between stair stringers at the top and bottorn of the run. Enclosed spaces under stairs shall comply with Section R302.7. 810 and floor level with on a roved material to resist the free assn a of flame and ❑ O Y��� 4. At openings around vents, pipes, ducts, cables and wires at telling pp P 9 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. B NUMBER 6. Fre blocking of comites of a two-family dwelling is required at )the line of dwelling unit separation. R302.11.1 Preblocking materials. Except as provided in Section R302.1, Item 4" fireblocking shall consist of the following materials. 1 6 0 2 3 1. Two-inch nominal lumber. T T 2. Two thicknesses of 1" nominal lumber with broken lap joints. `J NIT 3 2 UNIT 31 3. One thickness of 23/32 inch wood structural panels with joints backed by 23/32 inch wood structural panels. SHEET NUMBER 2 4. One thickness of 3/4 inch particleboard with joints backed by 3/4 inch particleboard. 5. One half inch gypsum board. T T M T C� 6. One quarter inch cement based mil r gra. M O D r L 1• 1 O D E ■ .. 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. L � W COPYRIGHT GRCH ARCHITECTURE P.C. 21017: ALL RIGHTS RESERVED TRUSS IDENTIFICATION SIGN F_ C) TABLE 8602.3(3) z 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, crawls ace walls and the perimeter of P2607.2 'ipes penetrating exterior walls. Where a pipe penetrates an exterior wall, waterproof seal shall be made on the exterior of the wall by one of the following PART 1265. RESIDENTIAL STRUCTURES WITH TRUSS C , Require ( ) P PP P P ;--q 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 CTIO ULTIMATE DESIGN The protective coverin shall cover the exposed exterior insulation and extend not less than 6 inches (153 mm) below grade. I. A waterproof sealant applied at the joint between the wall and the pipe. CONSTRUCTION AND/OR TIMBER CONSTRUCTION Z) � di MINIMUM NAIL PANEL NAIL WIND SPEED V ult P 9 P SPACING (mph) N1101.14 R401.3 Certificate Mandato A permanent certificate shall be completed b the builder or other approved a and posted on a wall in the where the 2. A flashing of an approved elastomeric material. 6" DIA. U m MINIMUM MINIMUM MAXIMUM WALL ( ) (Mandatory). P P Y pP P P REFLECTIVE RED O .}�� 6 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 (� 16 WOOD NOMINAL PANEL STUD SPACING WIND EXPOSURE Damage, the tank shall be installed in a pan constructed of one of the following: PANTONE (PMS) IF187 0 V SIZE PENETRATION STRUCTURAL THICKNESS (INCHES) TABLE N 1102.1.2 (R402.1.2) (INCHES) PANEL SPAN (INCHES) EDGES FIELD CATEGORY I. Galvanized steel or aluminum of not less than 0.0236 inch (0.6010 mm) in thickness. N Z ^ , d) - 2 RATING (INCHES O.C.) (INCHES O.C.) Insulation and fenestration Requirements by Component \ / _ W B C D 2. Plastic not less than 0.36 inch (0.9 mm) in thickness. V CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENT SLAB CRAWL 3. Other approved materials. ~ � - 6 �_8d ZONE n U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE & SPACE V ■ V N rn COMMON 1.75 24/16 7/16 16 6 12 170 140 135 U-FACTOR SHGC R-VALUE R-VALUE R-VALUE DEPTH WALL A plastic pan installed beneath a gas-fired water heater shall be constructed of material having a flame spread index of 25 or less and a smoke developed EFLECTIVE R-VALUE index of 450 or less when tested in accordance with ASTM E84 or UL723. Z R • R602.3.5 Braced wall panel uplift load path. Braced wall panels located at exterior walls that support roof rafters or trusses (including stories below top 4 EXCEPT I \ I� (0 J-_ in in.2 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 practice. Section T101 Scope Z U C `n N1102.2.2 (8402.2.2) Ceilings without attic spaces. Where section N1102.2 would require insulation levels above R-30 and the design of the roof/ceiling assembly does T101.1 General. The provisions shall be applicable for new construction where solar-ready provisions are required. " L X - rn 1/2" 1 4 O Q W C � R802.11 Rafter or truss uplift force. not allow sufficient space for the required insulation, the minimum required R-value for such roof/ceiling assemblies shall be R-30. The insulation shall TRUSS IDENTIFICATION SIGN STROKE LO Co Section T102 General Definitions COMPLIANCE WITH 19 NYCRR 1264 U M N ao For rafters at 16"o/c in 130mph wind speed. Roof pitch > 5112 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 ❑ Span ( 12 18 24 28 32 36 42 48 N1102.1.2 shall be limited to 500 sf (46 m2) 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 IDENTIFYING THE DISTANCE OF TRUSS CONSTRUCTION SHAM CONSISTS OF A CIRCLE 6"IN M Uplift Force # 117 149 182 203 226 247 281 314 N1102.2.4 (8402.2.4) 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 SHAH BE REFLECTIVE WHITE IN � weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. COLOR.THE CIRCLE AND CONTENTS SHALL BE REFLECTIVE RED IN COLOR,CONFORMING TO PANTONE P4 (D Exception: vertical doors that provide access from conditioned to unconditioned spaces shall be permitted to meet the fenestration requirements of Table Section T103 Solar-Ready Zone MATCHING SYSTEM(PMS)1187. a Increase x1.09 for pitch < 5/12. Increase x 1.5 for 24"o/c spacing. Increase x 1.32 for 140 mph. R702.3.5.1 Screw fastening. Screws for attaching gypsum board and gypsum panel products to wood framing shall be Type W or Type S in accordance with ASTM C 1002 R1102.1.2 based on the applicable climate zone specified in Chapter 3. T103.2 Construction document requirements for solar ready zone. Construction documents shall indicate the solar-ready zone. SECTION 1265.4.SIGN OR SYMBOL and shall penetrate the wood not less than 5/8 inch. N1102.2.8 (8402.2.8) Floors. Floor framing-cavity insulation shall be installed to maintain permanent contact with the underside of the subfloor decking. T103.3 Solar-ready zone area. The total solar-ready zone area shall be not less than 300 square feet (27.87 m2) exclusive of mandatory access or set back THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BY AFFIXED TO THE ELECTRICAL BOX ATTACHED I,. p TO THE EXTERIOR OF THE RESIDENTIAL STRUCTURE: PROVIDED,HOWEVER,THAT: IS AFFIXING THE SIGN OR R702.4 Ceramic Tile. 1102.2.9 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 SYMBOL TO THE ELECTRICAL BOX WOULD OBSCURE ANY METER ON THE ELECTRIC BOX,OR IF THE UTILITY N ( ) 2 - .4.2 less n r equal to 2 000 square feet 185.8 m per dwelling shall have a solar read zone area of not less than 150 square feet 8702.4.2 Backer boards. Materials used as backers for wall the in tub and shower areas and wall panels in shower area shall be of materials listed in Table 8702 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 I than o q q ( ) p g y q 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 SIGN OR SYMBOL SHALL BE AFFIXED TO THE EXTERIOR N1102.4.2 (R402.4.2) Fireplaces. New wood-burning fireplaces shall have tight-fitting flue dampers or doors, and outdoor combustion air. Where using tight-fitting of access or set back areas as required by the International Fire Code. WALL OF THE RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRICAL BOX.THE TABLE R702.4.2 doors on factory-built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. T103.4 Obstructions. Solar-ready zones shall be free from obstructions, including but not limited to vents, chimneys, and roof-mounted equipment. SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED PRIOR TO THE ISSUANCE OF A CERTIFICATE Z Backer Board Materials T103.7 Roof load documentation. The structural design loads for roof dead load and roof live load shall be clearly indicated on the construction documents. OF OCCUPANCY OR A CERTIFICATE OF COMPLIANCE O TABLE N1102.4.1.1 (8402.4.1.1) F-' MATERIAL STANDARD T103.9 Electrical service reserved space. The electrical service panel shall have a reserved space to allow installation of a dual pole circuit breaker for future solar WOOD ROOF TRUSS SPECIFICATIONS: 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. THE EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINUOUS AIR BARRIER. NM 5/8 INCH THICK ROOF SHEATHING IS TO BE USED, WHEN ROOF TRUSSES ARE SPECIFIED AS THE ROOF FRAMING MEMBERS. fn NONASBESTOS FIBER MAT REINFORCED CEMENTITIOUS BACKER UNITS ASTM C 1325 BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. E 3901.7 Outdoor outlets. A water proof outlet is required for any size, deck, porch, or balcony that is accessible from inside dwelling unit. At least one installed at Z the front and back of dwelling units. 1605,3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: O TABLE 8703.8.1 CEILING/ ATTIC THE AIR BARRIER IN ANY DROPPED CEILING/ SOFFIT SHALL BE ALIGNED WITH THE INSULATION AND ANY 9 D (EQUATION 16-8) 0 GAPS IN THE AIR BARRIER SEALED. E 3901.9 Garage Outlets. Garage receptacle, outlets must be serviced by a separate branch circuit that does not supply other outlets. At least one receptacle outlet D + L (EQUATION 16-9) Allowable Spans for steel lintels supporting masonry veneer ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE WALL DOORS TO UNCONDITIONED ATTIC SPACES SHALL is required for each car space in a garage. D + S (EQUATION 16-10) BE SEALED. E 3902.14 Location of GFCI outlets. All GFCI outlets must be placed in readily accessible locations. D + .6W (EQUATION 16-12) O in SIZE OF STEEL ANGLE NO STORY ONE STORY Two STORIES THE JUNCTION OF THE FOUNDATION AND THE SILL PLATE SHALL BE SEALED. a,c (inches) ABOVE ABOVE ABOVE WALLS THE JUNCTION OF THE TOP PLATE AND THE TOP OF THE EXTERIOR WALLS SHALL BE SEALED. D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) I-. L3x3x1/4 s'-o" 4'-6' 3'-0' KNEE WALLS SHALL BE SEALED. D = DEAD LOAD, L = LIVE LOAD, S = SNOW LOAD, W = LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30 OF Z 1_400/4 8'-0" 5'-0" 4'-6" WINDOWS. SKYLIGHTS AND THE SPACE BETWEEN WINDOW/ DOOR JAMBS AND FRAMING, AND SKYLIGHTS AND FRAMING SHALL BE ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND SPEED (101 MPH BASIC DESIGN WIND SPEED) IN EXPOSURE CATEGORY B. l� C� L5x3.5x5/16 1o'-0" 8'-0" 6'-0" DOORS SEALED. DESIGN LOADS: TABLE 8301.7 ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: � T � L6 FLOORS 14'-0' " 7'-0' 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 ASCE?-10 , TCDL = 15 PSF, w FLOORS (INCLUDING ABOVE THE AIR BARRIER SHALL BE INSTALLED IN ANY EXPOSED EDGE OF INSULATION THE FOLLOWING LIVE LOADS: ALLOWABLE BOLL=IOPSF, AND BCDL = 10 PSF. PROVIDE ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. a. Long leg of the angle shall be placed in a vertical position. GARAGE AND CANTILEVERED FLOORS) RooF: STRUCTURAL MEMBER DEFLECTION c. Minimum bearing to be 6". SHAFTS, PENETRATIONS DUCTS SHAFTS, UTILITY PENTRATIONS, AND FLUE SHAFT OPENING TO EXTERIOR OR UNCONDITIONED GROUND SNOW LOAD 20PSF FROM FIGURE 8301.2(6) TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75'. F� SPACE SHALL BE SEALED. MINIMUM DISTRBUTED LIVE LOAD PER TABLE 8301.5 Rafters having slopes greater than 1_/180 � ,r}•�' R703.12 Adhered masonry veneer installation. Adhered masonry veneer shall comply with the requirements of Section R703.7.3. (FOR SOLAR READY ROOF DESIGN LOAD ADD: 24 POUNDS TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL INCLUDE THE R703.12.1 Clearances. On exterior stud walls, adhered masonry veneer shall be installed: GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE AND CONDITIONED SPACES. PER LINER FOOT DEAD LOAD FOR ROOF FRAMING) 3:12 with no finished ceiling attached FOLLOWING INFORMATION: M-� 1. Minimum of 4 inches (102 mm) above the earth RECESSED LIGHTING RECESSED LIGHT FIXTURES INSTALLED AT IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO t0 rafters 1. DEPTH, SLOPE (IF ANY), SPAN, AND SPACING. 0 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 B ALL JOINTS. vertical attachment flange of 3 M inches (89 mm) shall be installed to extend a minimum of 1 inch 25 mm) below the foundation plate line on exterior SHOWER/ TUB ON THE AIR BARRIER INSTALLED AT EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS SHALL SEPARATE THEM BALCONIES ANC DECKS: 40 PSF Interior Walls and partitions H/180 3. REQUIRED BEARING WIDTHS. ( EXTERIOR WALL FROM THE SHOWERS AND TUBS. UNINHABITABLE ATTIC W/0 STORAGE: 10 PSF 4.1. TOP CHORD LNE LOAD OR SNOW LOAD. ,. ,.� r T ,w stud walls in accordance with Section 8703.4. Floors and ceilings w brittle finish L 360 17- W R703.8.2.2. Support by roof construction. A steel angle shall be placed directlly on top of the roof construction. The roof supporting construction for the steel angle shall ELECTRICAL/ PHONE BOX THE AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL OR COMMUNICATION BOXES OR AIR SEALED UNINHABITABLE ATTIC WITH STORAGE: 20 PSF g / / 4.2. TOP CHORD DEAD LOAD. pp HABITABLE ATTIC W FIXED STAIRS: 30 PSF All other structural members 1_/240 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. 4.4. BOTTOM CHORD DEAD LOAD. 0 anchored with not fewer than three 5/8 inch diameter by 5 inch lag screws to every wood stud spacing. Each additional wood roof member shall be Exterior walls with plaster or stucco finish L/180 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. veneer hove the lintel ULTIMATE DESICN WIND SPEED: 130 MPH FROM FIGURE R301.2(4)A 4.6. CONTROLLING WIND LOADS. m anchored by the use of two 10d nails at every wood stud spacing. Install flashing and weep holes. The maximum height of the brick vene a N1102.4.5 R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and shall be 12 feet 8 inches, with max 7:12 roof pitch. See figures 803.8.2.1 & 8703.8.2.2. ( ) 9 p EXPOSURE CATEGORY: B FROM 8301.2.1.4 Exterior walls with brittle finishes 1_/180 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. unconditioned spaces. All recessed luminaires shall be IC-rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 L/s) when tested 6. EACH REACTION FORCE AND DIRECTION, ❑ �..j..� SEISMIC DESIGN CATEGORY: B FROM FIGURE 301.2.2 (exempt Mason veneer shall be anchored to the the supporting wall studs with corrosion resistant metal ties embedded in mortar or grout and extending 7 sf 75Pa pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the Exterior Walls With flexible finishes L/1 80 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY O 8703.8.4 Anchorage: ry PP 9 in accordance with ASTM E 283 ata 1.5 into the veneer a minimum 1-1/2 inches, with not less than 5 8 inch mortar or rout cover to outside face. minimum tie size= 22 US gage. Minimum tie P . ) P from seismic provisions of code per / / 9 housing and the interior wall or ceiling covering. 8301.2.2) LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. > �r fastener = 8d common nail. Airspace= Nominal 1" between sheathing & veneer. EAch tie shall support not more than 2.67 square feet of wall area and Lintels supporting masonry veneer L/600 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. shall be s aced not more than 32" on center horizontal) and 24 inches on center vertically. C402.4 (8402.4.6)Tenant Separation Walls (Mandatory). Fire Separations between dwelling units in two-family dwellings and multiple single-family dwellings PRESUMPTIVE LOAD-BEARING VALUE OF SOIL: 2,000PSF Per TABLE 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. . P4 P Y (townhouses) shall be insulated to no less than R-10 and the walls shall be air sealed. 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., GM, and Includes soft classes: GW, GP, SW, SP, SM, SC, 10. MAXIMUM A RATIO FOR LIVE AND TOTAL LOAD. including structural floors, shelf angles and lintels where masonry veneers are designed in accordance with section R703.8. GM, and GC. 11. MAXIMUM AXIAL COMPRESSION FORCES B THE TRUSS MEMBERS. R703.8.6 Weepholes shall be provided in the outside wythe of masonry walls at a maximum spacing of 33 inches on center. Weepholes shall not be less than 3/16 Section N1103 (R403) 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. Z NOTE: Soils with clay or clay and silt will require a redesign � (r}� inch in diameter. Weepholes shall be located immediately above the flashing. Systems of building footings. WOOD FLOOR TRUSS SPECIFICATIONS: Q P"I'�1 8703.14.2 Fire Separation. Polypropylene siding shall not be installed on wells with a fire separation distance of less than 5 feet (1524 mm) and walls closer than 10 N 1103.1 (R403.1) Controls (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. WOOD FLOOR TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE BUILDING CODE. I­_ 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 ABBREVIATIONS 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 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: ( J D (EQUATION 16-8 ~ `•/ Roof drainage in areas where expansive soils or collapsible soils are known to exist: All dwellings shall have a controlled method of water disposal from roofs the capability to set back or temporarily operate the system to maintain zone temperatures down to 55'F (13'C) or up to 85'F(29'C). The thermostat shall ( ) Z R801.3 g p P y programmed Y 9 P P 9 ( ) 9 p p A.B. ANCHOR BOLT D + L (EQUATION 16-9) LLI 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. initial) be ro rammed b the manufacturer with a heatin temperature set point no higher than 70'F 21'C and a cooling temperature set point no lower D.S. DOWNSPOUT LT. WT. LIGHTWEIGHT RNG RANGE 8802.1.5.4 Labeling each piece of Fre-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 pTt DETAIL LT. LIGHT R.O. ROUGH OPENING Z) ADJ. ADJACENT/ADJUSTABLE EA EACH LVR. LOUVER R. RISER D = DEAD LOAD, L = LNE LOAD, 0 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. Hot water boilers that supply heat to the building through one or two pipe heating systems shall A.F.T. ABOVE FINISH TREAD 8802.4.2 F g E.J. EXPANSION JOINT L.T. LAUNDRY TUB RIND ROUND with a collar tie. 802.3 Ridge board shall be not less than t inch (25 mm) nominal thickness and not fess in depth than the cut end of the rafter. At have an outdoor setback control that lowers the boiler water temperature based on the outdoor temperature. ALUM. ALUMINUM FLOOR TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: O II and his there shall be a valle or hi rafter not less than 2 inch (51mm) nominal thickness and not less in depth than the cut end of the rafter. N1103.3 (R403.3) Ducts. Ducts and air handlers shall be installed in accordance with Sections N1103.3.1 through N1103.3.8. ANCH. ANCHOR ELEC. ELECTRICAL S.C. SAWCUT TCLL = 40 PSF, TCDL = 10 PSF, AND BCDL = 5 PSF valleys n p y P ELEV. ELEVATION MAS. MASONRY Hi and volley rafters shall be supported at the ridge by a brace to a bearing partition or be designed to carry and distribute the specific load at that N1103.3.1 (R403.3.1) Insulation (Prescriptive). Supply and return ducts in attics shall be insulated to a minimum of R-8 where 3 inches (76.2 mm) in diameter and < ANGLE EQ. EQUAL T MATERIAL SHUF SCHEMATIC P y PP ARCH. ARCHITECTURAL Mme• MAXIMUM SHLF SHELF TRUSSES SHALL HAVE A MAXIMUM LIVE LOAD DEFLECTION OF 1_/480 AND A TOTAL LOAD DEFLECTION OF THE LESSER Of 1_/360 OR .75". point. Where the roof pitch is less than three units vertical in 112 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 EQUIP EQUIPMENT SHEET MEC MEDIUM DENSITY OVERLAY S m. TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL INCLUDE THE joists, such as ridge beams, hips and volleys, shall be designed as beams. minimum of R-6 where 3 inches (76.2 mm) in diameter or greater and R-4.2 where less than 3 inches (76.2 mm) in diameter. ® AT EXP. EXPANSION SIMILAR Where ceiling joists or rafter ties are not provided, the ridge formed by these rafters shall be supported by a wall or girder designed in accordance with Exception: Ducts or portions thereof located completely inside the building thermal envelope. EXT. EXTERIOR MIN. MECHANICAL SIM. FOLLOWING INFORMATION: BD. BOARD MIN. MINIMUM S.S. STAINLESS STEEL 1. DEPTH, SPAN, AND SPACING. accepted engineering practices. 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. EE. EACH END R802.7.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural glue-laminated members, cross-laminated PY BLDG. BUILDING STL. STEEL 2. LOCATION B ALL JOINTS. timber members or I-joists are prohibited except where permitted by the manufacturers recommendations or where the effects of such alterations are Exceptions: BM BEAM M.O. MASONRY OPENING STRUCT. STRUCTURAL 3. REQUIRED BEARING WIDTHS. 4.1. P CHORD LOAD 1. Air-impermeable spray foam products shall be permitted to be applied without additional joint seals. BTM BOTTOM F/C FLOOR COVERING CHANGE MIL. METAL SUSP. SUSPENSION TOLNE OR SNOW LOAD. SLIDING GLASS DOOR 4.2. TOP CHORD DEAD LOAD. specifically considered. BLKG. BLOCKING SGD i exceeding 6 to 1 based on nominal dimensions shall be supported lateral) by solid 2. For ducts having static pressure classification of less than 2 inches of water column (500 Pa), additional closure systems shall not be required for F.D. FLOOR DRAIN N.I.C. NOT IN CONTRACT S SQUARE 4.3. BOTTOM CHORD LIVE LOAD. 8802.8.1 Bridging. Rafters and ceiling joists having a depth to thickness ratio g PP Y BRG. BEARING Q 0 or metal or a continuous 1 inch b 3 inch wood strip nailed across the rafter or ceiling joists at intervals not exceeding continuously welded joints and seams, and locking-type joints and seams of other than the snap-lock and button-lock types. FDN. FOUNDATION (NTS) NOT TO SCALE 4.4. BOTTOM CHORD DEAD LOAD. r. n � ao eo blocking, diagonal bridging (wood ) Y p N1103.3.3 (R403.3.3) Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage. BRK BRICK FLR. FLOOR TB TOWEL BAR 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. �; o is r a; m B feet. BSMT BASEMENT FP FIREPLACE - noted on Ian. Connect with tecos for header N1103.4 (R403.4) Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105'F (41'C) or below 55'F (1TC) shall CENTER LINE O.C. ON CENTER T & G TONGUE AND GROVE 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. .- 8802.9 Trimmer joist: single header and trimmer for openings up to 4' 0" and doubled over 4' 0" unless otherwise n p � F.R. FIRE RATED TGS TOP OF GRADE SLAB 6. EACH REACTION FORCE AND DIRECTION. O '- 04 `14 `I' r' " be insulated to a minimum of R-3.N1103.7(R403.7) Equipment sizing and efficiency rating (Mandatory). Heating and cooling equipment shalt be sized in C.M.U. CONCRETE MASONRY UNIT OPER. OPERATOR joist spans of 6'-O" and greater, 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 FIRM FRAME TFW TOP OF FOUNDATION WALL 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G.,. U SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY R806.3 Vent and insulation clearance. Where eave or cornice vents are installed, blocking, bridging, and insulation shall not block the free flow of air. Not less 9 C.J. CONTROL JOINT FT. FOOT / FEET OPT. OPENING T P TYPICAL LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLAITS. hall be provided between the insulation and the roof sheathing and at the location of the vent. or other approved heating and cooling calculation methodologies. COL. COLUMN OPT. OPTIONAL FTG FOOTING T TREAD 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER, than a 1 inch spaces p 9 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 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. Code (as amended), the 2015 International Residential Code (as amended), or the New York City Construction Codes, as applicable, or with other approved COND. CONDITION GA GAUGE TOWEL ROD OZ. OUNCE TRPL TRIPLE 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. Section R807 Attic Access means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilations stem is not operating. GALV. GALVANIZED 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS, R807.1 Attic access. Buildings with combustible ceiling or roof construction shall have an attic access opening to attic areas that have a vertical height of 30 9 Y P YCONT. COtlTINUOUS 1/R ONE ROD be measured from the top of the ceiling CONST. CONSTRUCTION G.C. GENERAL CONTRACTOR 1/S ONE SHELF U.N.O. UNLESS NOTED OTHERWISE 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. inches (762 mm) or greater over an area of not less than 30 square feet (2.8m2). The vertical height shall GEN. GENERAL UNTERSUNK D FTSTOPPING: N COMBUSTIBLE CONSTRUCTION WHERE THERE IS Section N1104 (8404) Electrical Power and Lighting Systems C1SK. CO PC POURED CONCRETE � I USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR-CEIWNG ASSEMBLY, DRAFTSTOPS SHALL BE � framing members to the underside of the roof framing members. GYP. GYPSUM VERTICAL C.O. CASED OPENING VERT. INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. 6 Z co N1104.1 8404.1 Lighting and equipment Mandato Not less than 90 percent of the permanently Installed lighting fixtures shall contain only G.L. GLUE LAM PBD. PARTICLE BOARD VERIFY IN FIELD WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR-(CEIUNG ASSEMBLIES UNDER THE z z z O z z The rough-framed opening shall be not less than 22 inches by 30 inches (559 mm by 762 mm) and shall be located in a hallway or other readily ( ) 9 9 (Mandatory), P P Y 9 9 Y 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. CANT. CANTILEVER PL. PLATE V.I.F. ed head-room room h the attic space shall 0 inches inches 762 mm) at some point above the C.T. CERAMIC TILE HGT. HEIGHT W WASHER FOLLOWING CIRCUMSTANCES: O O O F O O z z a- CL PNL. PANEL R FRAMING IS CONSTRUCTED OF TRUSS-TYPE OPEN-WEB OR PERFORATED MEMBERS. L - - ¢ L L g a_ n Where the access is located in a ceiling, minimum unobstruct p ( HDWR. HARDWARE W/ WITH fJ.4o 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 CLG. CRO NG HORZ. HORIZONTAL,HORIZONTALLY PWD. PLYWOOD WD WOOD MATERWS: DRAFTSTOPPING MATERIAL SHALL BE NOT LESS THAN 1/2 INCH GYPSUM BOARD, 3/8 MCH WOOD STRUCTURAL PANELS. w In U U U C.M. CROWN MOULD 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 WELDED WIRE FABRIC W.W.F. 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/O WALKOUT _ Section 8502 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. HOSE PROD. PROJECT / PROJECTED WNDW WINDOW TYPICAL ROOF & FLOOR TRUSS NOTES: m R 902.1 Roofin coverin materials. Roof shall) be covered with materials as set forth in Sections 8904 and 8905. Class A, B or C roofing shall be installed in service an appliance. PENNY PSI POUNDS PER SQ. IN. � N DBL. DOJBLE o g g PSF POUNDS PER SQ.FF. h 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 DIA. I.D. INSIDE DIAMETER • TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND MANUFACTURE OF METAL-PLATE-CONNECTED WOOD TRUSSES SHALL N jurisdictions designated by law as requiring their use or where t e g ( ) DIAMETER P.T. PRESSURE TREATED .- wired b 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/TPI 1. THE TRUSS DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY A REGISTERED PROFESSIONAL ENGINEER IIN THE STATE OF NEW YORK. roofing req y DTR. DIFECTION 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. ON DO'NN INSUL. INSULATION QUAD. QUADRUPLE * TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT WOOD MEMBERS CLAMPED IN RIGID FIXTURES DURING ASSEMBLY TO R P P P Y RE 'D REQUIRED 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 law M1307.3 Elevation of ignition source. Appliances having an ignition source shall be elevated such that the source of ignition is not less than 18 inches (457 mm) DR. DOER INT. INTERIOR Q Q INSURE TIGHT FITTING JOINTS. I.S. INSIDE CORNER REF. REFER TO REFERENCE * TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND as requiring their use or where the edge of the roof is less than 3 feet (914 mm) from a lot line. above the floor in garages. DW DISH WASHER T RMS. ROOMS I- e reduced 2-1 2 inches for eve 45 degree bend and J . JOINT REINF. REINFORCING,REINFORCED METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN DESIGNED AND INSTALLED TO PREVENT ROTATION AND PROVIDE Z 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 r d / every 9 DWG. DRAWING P fa tures s specifications, to maintain product warranty. Car down front of fascia, min 4" 5 feet for each 90 degree bend. Install booster fan for additional lengths. Clothes dryer exhaust system shall comply with code section M1502 listed and KSI KIPS PER SQUARE INCH LATERAL STABILITY IN ACCORDANCE WITH ACCEPTED INDUSTRY PRACTICE SUCH AS THE SBCA BUILDING COMPONENT SAFETY INFORMATION BGS( GUIDE TO GOOD PRACTICE FOR LU R 905.1.2 An ice barrier/ water shield shall be installed per manu c p P y Carry labeled in accordance with UL2158A. Exhaust duct size shall comply with code section M1506. HANDLING, INSTALLING & BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. ZE � � typical. Apply ice & water shield in fair weather when the air, roof deck and membrane are at temperatures of 40 degrees Fahrenheit or P Y * TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE APPROVAL OF A REGISTERED DESIGN PROFESSIONAL CL CD higher. Ice protection requirements per table R301.2(1). Install ice & water shield at all eaves, gable ends, hips & valleys. On roofs slopes less * THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY BRACING HAS O O m than 4:12, entire roof to receive ice & water shield. G2415.7 (404.7) Protection against physical damage: Where piping is installed through holes or notches in framing members and the piping is located less than 1 % BEEN DESIGNED AND INSTALLED FOR THE INSTILLATION OF THE TRUSSES. W w R 905.2.2 Slope. Asphalt shingles shall tie 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 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 framin member. Where the Y slopes from two units vertical in 12 units In (2:12) up to four units vertical in 12 units horizontal (4:12), double Pp 9 ( ) 9 LTJ slope afrom application is required in accordance with Section 8905.1.1. framing member that the piping passes through is a bottom plate, bottom track, top plate or top track, the shield plates shall cover the framing member GRAPHIC SYMB0LS w unde R 905.2.5 Fasteners. Fasteners for asphalt shingles shall be galvanized steel, stainless steel, aluminum or copper roofing nails, minimum 12 and extend not less than 4 inches (51 mm) above the bottom framing member and not less than 4 inches (51 mm) below the top framing member. WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: Z v o 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. gage ( )� / STRUCTURAL CALC. REFERENCE - All applicable state & local codes, ordinances and regulations if any. O 4 penetrate through the roofing materials and not less than % inch (19.1 mm) into the roof sheathing. Where the roof sheathing is the vent terminal. Door stops or closures shall not be installed to obtain this clearance. O s through the sheathing. G2427.8 A mechanical draft venting system, excluding direct vent appliances, shall terminate not less than 4 feet below, 4 feet horizontally from or 1 foot above any )()( � - In areas where the drawings do not address methodology, the contractor shall be bound to perform strict Ill 9 il � less than /. Inch (19.1 mm) thick, the fasteners shall penetrate g g compliance with manufacturer's s ecifications and or recommendations. 0 W v 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 P P / inches Ila mm in height and 4 inches (102 mm) in width and shall direct water away from the vertical sidewall onto the roof level. XX c� - General contractors and subcontractors to review these construction documents upon receipt from architect ( ) FLOOR FINISH CHANGE ❑ ' w II onto the roof or into the utter. Where siding is provided on The vent terminal of o direct vent appliance with an input of 10,000 BTU per hour or less shall be located not less than 6 inches from any air opening `` and report any and all discrepancies including any dimensional conflicts, immediately to architect for or into the gutter. Where siding is provided on the vertical side a 9 9 P 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 W the vertical side wall, the vertical leg of the flashing shall be continuous under the siding. Where anchored masonry veneer is 9• PP P P P corrective measures prior to construction. provided on the vertical sidewall, the base flashing shall be provided in accordance with this section and counterflashing shall be termination clearance. O DOOR HARDWARE TYPE - DO NOT SCALE DRAWINGS. DIMENSIONS SHALL BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. J Of 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 an air opening into U provided in accordance with Section R703.7.2.2. Pp P P Y P 9 XX XX R 905.2.8.5 Drip edge. A drip edge shall be provided at eaves and rake edges of shingle roofs. Adjacent segments of drip edge shall be the building. _ _ _ BUILDING SECTION - The general notes and typical details apply throughout the job unless otherwise noted or shown. � � overlapped not less than 2 inches provided mm). Drip edges shall extend not less than inch (6.4 mm) below the roof sheathing XX XX _ - DISCREPANCIES: The contractor shall compare and coordinate all drawings; when in the opinion of the 0 m and extend u 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 P v 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 manufacturer's instructions. Dryer exhaust systems shall be independent of all J - OMISSIONS: In the even certain feature of the construction are not fully shown on the drawings, their Z Q over the drip edge along eaves and under the drip edge along rake edges. other systems and shall convey the moisture and any products of combustion to the outside of the building. construction shall be of the same character as for similar conditions that are shown or noted elsewhere on O O /I .. constructed in accordance with Section R1001 and the applicable provisions of Chapters 3 U.... R 1001.1 Masonry fireplaces & chimneys to be constr PP P P G2439,4 (614.5) Dryer exhaust duct power ventilators. Domestic dryer exhaust duct power ventilators shall be listed and labeled to UL 705 for use in dryer exhaust the construction document set. and 4 of this code. duct system. The dryer exhaust duct power ventilator shall be installed in accordance with the manufacturers instructions. - All work is to be performed in a professional manner and in accordance with best practice and consistent C); 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 STERE with manufacturer's and suppliers recommended installation procedures. than 3 feet above the highest point where the chimney passes through the roof. Section P2607 Waterproofing of Openings - The architect has not been retained to perform framing inspections and / or field inspection. The architect ,.�I- / �N R0 ER �'�0 P2607.1 Pipes penetrating roofs. Where a pipe penetrates a roof, a flashing of lead, copper, galvanized steel or an approved elastomeric material shall be installed Section 81004 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 �� '' - 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. � -r C Vn built fireplaces shall be tested in accordance with UL 127. PURSUANT TO SECTION 69.5 (b) OF THE NEW YORK STATE EDUCATION DEPARTMENT, REGULATIONS OF THE COMMISSIONER ("REGULATIONS"), 8 NYCRR 69.5, ENTITLED I Cn '`' z C7 R 10004.5 Gasketed fireplace doors. A Basketed fireplace door shall not be installed on a factory built fireplace except where the fireplace "SEALS", AN ARCHITECT WHO SEALS "PLANS, SPECIFICATIONS AND REPORTS" MUST PLACE A STAMPED WARNING ON THE SEALED DOCUMENT INDICATING THAT: R 1S A } Y system has been specifically tested, listed and labeled for such use in accordance with UL 127. VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT TO ALTER AND ITEM TIN ANY WAY. �.A R 1006.1 Factory built or masonry fireplaces shall be equipped with an exterior air supply to ensure proper fuel combustion unless the room J Ar. 1.�, �! II ventilated and controlled so that the indoor pressure is neutral or positive. See sections R1006.1.1- R1006.5. o 3 1O is mechanically O��i�/ .. I .. ...........I. . Energy Efficiency J R N1101.10.1.1 (R303.1.1.1) Blown or sprayed roof/ ceiling insulation. The thickness of blown in or sprayed roof / ceiling insulation (fiberglass or cellulose) shall be written in inches (mm) or markers that are installed at least one for every 300 square feet (28 m2) throughout the attic space. The markers shall be affixed to the trusses or joists and marked with the minimum initial installed thickness with 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. 1 W UNIT 3 Z UNIT 3 l = SHEET NUMBER . MODEL C (MODEL C Z0 T2 0- co . I I - LL, 0 _- , - I . COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WHEN NOT ALI6NED WITH RAFTER, WMM. � 66-WX 24" •I , rh zo GONNEGT KING STUDS TO TOP PLATE W ATTA0 i TO EM PAIR ROOF FRAMING WRAP 1-1/4"X22 GA.6ALV.COIL STRAP 2x4 OR 2x6 W 66-W X it MR �f'�RAFTERS OVER TOP OF TOP PLATE AND NAIL E ATTAGti TO EK.tt PALL 16 O.G. OF OPPMW�S �� RAFfE1Z, ROOF RAFTER, BOLT 0 I6""OGRINTO 5/TUD55" LA6 DBL TOP PLATE CRIPPLE+ O Y `'�A-� PLAN SIMP50N STRON6-TIE 2X BLOGKIN6 p (� 6 A35 ® EVERY RR AT 2 END BAYS 2X4 STUD WALL OR Z V n 6ABLE END TRUSS 1 CEILING JOIST OR IN O W a, r. N NE A " o v t 51MP50 H2 GON GTOR®E . 5L4PsoN STR yMP�,oN sTRaNS - - TRU55 BOTTOM CHORD .}� cn ` SIMPSON STRONG-TIE H2 W NAILS -TE'Mb TE lib SIMP50N STRONG-TIE �W41L5�• RIXE STRIPS 5t1Al.L iX=ATTK.IfD TO EACti PAR OF OPPOSM6 RN`fBtS. ALTERNATE TO RIDGE STRAP: H3® EVE?Y RR RAFTER TO STUD AND KINGS U TYP. :RMt STRAPS ARE Nef WtEN CCIlAR TES GF PROVIDE 2X4 COLLAR TIE AT (WHEN ALI6NED) ■ o FOR USE WHEN 5TUD5 AND USE IN COMBINATION ONLY H4EN 5TUD5 AND ATTV,L COR 2X4 Llt�1DER ARE L H FAIR M TIE 1�m1w Ld AL UPPER �9 THIRD OF THE ATTIC SPADE ATTIC SPADE MD ATTACt6)TO EAUi PAIR!F RAFTERS W/4-IOd MALS W/4-10d AT EACH RAFTER) G5-22 STRAP AT -RAFTBRS AL16N �RA-TER5 DO NOT AL16N EACH L 4 SEE Z - L5026 FOR 2x6 'r� O Q L j 'm M DETAIL 4 � DER Z i fl-cn•� � L5U28 FOR 2x8,2x10,OR 2x12 FRAMED OPEN( 6 ❑ _ ti 00 FOR WINOOk OR (� ce) v� 51MP50N STRONG-TIE 2x4 OR 2xb E RCOR DOOR m -Ri DC E STRAP DETAIL / �RI 06E STRAP DETAIL LU28 0 EVERY GJ STUDS® Ib"O.G. o �NT_5.' ATH.GLGS WITHOUT COLLAR TIES) / (WITH OR WITHOUT DOLLAR TIES) NO SPECIAL FT nz / 2x A60 LEDGER H/3/3"x5" LA6 CONNEGTOR5 REQ z. LOCATE AT EVERY RAFTER BOLT 0 I6" OG INTO 5-UDS " IN T1115 AREA LOCATE AT EVlSRY RAFFTl=R / N.TS. 5TRAPPIN6 TO BE 1-114'X 22 6A. 5LP50N STRONG �6_'ON STRONG / TE LT'S TE tib 6ALV.,SEE DETAIL 4/DI.ALL STRAPPING - - . SI PSON 9P NAS TYP.r OP MAY M� F � -ROOF GABLE END WALL TO BEAR A MIN.OF 10"ON FRAMING. ­TE NAILOR S TIPS aux 1/Z. m K // STRAPP I NC DETAIL DETAI L AT ATTI G Z FOR U5E WHEN STU05 AND U5E IN COMBINATION ONLY WHEN 5TU05 AND AL16N `RAF1rERS DO NOT AL16N II i�I -L STRAPPING TO Rl1N ONTO RIM JOIST,SEE DETAIL q/DI(ONE STORY)OR ONTO STUD j AT WALL BELOW(fW0 STORY) G ° TIE J E= RAFTER HURRICANE N E �i ROO • I N.TS. LOCATED AT EVERY ROOF RAFTER \ ° • •° O � ATT I G STRAPP I NC DETAIL 0 ° w5ai P05T cW�. I2 FOR FRAME GONNEGTI ONS o Ln ° USE W45?i-4 AT BADS D1 N.TS. M 2ND F=LOOR M5TG4863 Z ` ' J S RP N(2)2x PROVIDE 3"X54"X3"WASHER PLATE AT ALL ANCHOR BOLTS KI1154-16d FADE NAILS FROM / U}gp3 4x 5EGUREO BY WOOD 51H PLATES. KING STUD INTO HEADER ❑ / GOLUMN P05T TOP ANGHOR 51MP50N PAB OR 56 ANCHOR BOLTS MAY BE U5ED IN LIEU OF w / STRAP START NAIL5 THREADED ROD W/WASHER PLATE. .--END LQJ6m N.T5. LC'GATE AT EVERY GOLUMW 6tRDI=R CONNECTION HIV LP I" PROVIDE 3+X6"X.O36'6ALV.51EEL PLATE W @.p Gf 5U 6-BD NAILS AT GORNER5 AND INIER5EGT1N6 (4)NAILS MR M R"MN / - �/ NALS WALLS. 3"XI2"X.036'6ALV.STEEL PLATE NV IL"L EN6m(TYtP) i l I t -fes-NO NAI` (HALLS WHERE NAILS TTHERE SINGLE PLATE OR AT BUTT JOINTS IN (HEADER 5I 100 NAILS EACH END PAT SPAp1 2Xb KIN6 STUDS(U.ON aEAR ACE ONE AT SPANS UP TO b FEET EACH !AGK STUD lFN6m 24'MINIMUM LAP SPLICE O arr NAILS � TWO FOR SPANS b TO 12 FEET 2 /S" 5/8"� A307 ROD THREADED b"BOTH ENO5. THREE FOR SPANS 12 70 Ib FEET 2X6 >,AGK STUDS N.O.N): PRDVDE MN Qp BOTTOM PRE-�M 3/4"AND 1"ROD AT 51MP50N STEEL 5TRON6 WALL,5EE PLAN5 12-160 MIN.NAILS ONE AT 5PAN5<b' n , PISTAla a 7/8" DIP LF*TH NAIL5 � AT ALL SPLICES THREE! SPANS,SPAFROM V TO 12' W ^ w f2" MR IST F=LOOR N 3 " UNLESS NOTED OTHERWISE ON PLAN SIMPSON ABU4ORCST BASE SEE PLAN 2X/8 X3 WASHER PL W/NUT EACH 51DE p UPPER 5TORY 5HEAR C0 C� V (')NAS MSL -(5-22 COIL STRAP WALL TO GIRDER EXTERIOR WALL 17-1 W ALTERNATE ANGHOR BOLT DETAIL @Q ION F=LOOR TO FLOOR TIES ) BOR SET BAGKTWALLS HDU HOLD-DOWN5 AND 5TRONC WALL DOUBLE TOP WALL PLATE 5PLIGE DETAIL HEADED GONNEGTION 4 N.TS. LOGATI� AT EVERY STUD \ 1/2.0 HOOKED ANCHOR BOLT W/T I \ FOUNDATION MINIhUM EMBEDMENT OR EXPANSION I N.TS. I3 @N.T.S.NOTE. I \ BOLT W/5'MINIMUM EMBEOMEV . NTS. r ) COL STRAPS HER 5tFATIft F' SE:bd GAUN(ON x 25"LO15)NAILS• I \\ � V 00L STRAPS OAR allTHNb PROVIDE:10d CONDIGN(0A x 9"LONE)NAILS. \ R Q � \ COLUMN POST BOTTOM ANGHOR \ 6 ALLOWABLE HOLES - \ N.T.S. LOCATE AT EVgRY COL1)MW 61RD1sR GONNEGTION R6ff RAW MYAtly 8D NAIL 0 6'0/G AT ALL PANEL ED6E5 " To ruT V&V Nuc 160 NAIL 0 24 0/0 \ Fl�XE bd NNIS TOE NAIID IGD NAIL®24'0/G "05B OR PLYWOOD LVL Headers and Beams W A6 Fez wfcM. HIP RAFTER, Z • INTERIOR 1.3E TimberStrand® and p Microi am® L 51MPSON HGP HIP SEE PLAN SHEATHING � (A)NAL MN IN CORNER TIE hole zo largest hole(miniimum) NOTE:WHERE 24'WIDE MINIMUM PULL HEIGHT I �"LE1J6m� LSL hole zone Parallam®PSL y3 depth Q WALL RETURN 15 PROVIDED AT EN05 OF II O BRACED WALL LINE THE b"HOLDOWN MAY I b� 01 BE ELIMINATED. PROVIDE TWO(ONE AT EACH 13/4,NTMI r LftTH(MN) SD NAL o b"O/G _ _ _ - SIDE)65-22 STRAPS PER(DETAIL 4 IN LIEU OF I 5IMP50N BP WASHER `J INTERIOR LSTA36 STRAPS 5H0181 IN THE DETAIL. NAIL SHEATHING TO ° o AT ALL PANEL ED6E5 d r - _ T SILL PLATE IN bd 2X ACO SILL PLATE. DOUBLE o EXTERIOR 6YP5UM BOARD o 0 0 NAILS o 4'0/G SILL AT FULL BASEMENTS J 7'MINIMUM 5/8 DIA STEEL ANCHOR - - - - 5/b VI MAX 2,$"OC Ix b MT VN1EY SD NAIL a 12"0/G AT ALL Microllam® LVL and EXTEND BOLTS MIN.T'INTO 05-22 COIL STRAP ,NA 61Rw TO Rff" MEMBERS NOT AT PANEL EDGES Parallame PSL PDN.WITH TIGHTENED NUT t �`'• allowed hole zone 3'x 3'WASHER TO EACH BOLT. (2)2 x b ACq SLMPSON LTP4 RATE NAL ED TO 6e4p6aN CA.6 W middle y3 span 15!32"055 OR PROVIDE TERMITE SHIELD SILL IN51DE CORNER OUT5IOE CORNER sF4 GONTIN101' BAR I �� RIM ANP 5LL RATE®Ib 0/6 AT EAGII RK W RMUZTZT PLYWOOD SHEATHING d 1.3E TimberStrand® LSL allowed hole zone d n r n � o0 00 0 L5TA36 W/10-I0d NAILS SEAL AND MAINTAIN 8'MIN. (PITO STUD ABOVE AND LOCATED 2"TO b' FROM H D TO FINISHED 6RADE VAIIPY MGIC NI )LT5. FROM TOP OF WALL NW A5 FHt rrol, ��wta� PLAN VIEW PLAN VIEW Iii C6 7 7 6 7 BELOW(2 EACH CORNEW NOTE: General Notes a N N N ri ti N m Tall=2,g80x COIL STRAPS UNDER SNEATHIN6 PROVIDE:8d COMMON(0.131 x 25'LONG)NAILS.COIL EXTE�R I OR WALL TOP O N N M M co � M to EXTERIOR GOI`�NEf� HEADER M HOLE SIZE ND • headers and beams!only for uniformly loaded SEE FOUNDATION PLAN STRAPS OVER SHEATHINI6 PROVIDE:IOd COMMON(0.131 x 3'L.ON6)NAILS. LAY-OTR OR FALSE VALLEY PLATE HIP CONNECT)ON 4%" 1" o Round holes only ST�RAPP I NC DETAIL WALL PRAM I NG 5yz" 13/q" . No holes in cantilevers. nd STORY GO :"NE�R GONNEGTOR5 8 TYPIGAL ANGHOR BOLT STUD TO RIM JOIST TO SILL PLATE n I� NrS. I8 7X"to 20" 2" . No holes in headers or beams in plank orientatiion. N,T 5, LOCATED AT EVISRY CORNER N.T.S. LOCATION A5 NOTED a N.T.S. LOCATE AT EVE=RY STUD N T•`-'• N.T.S. N.TS. DO NOT cut,notch or drill See illustration for Allowed Hole Zone holes in headers except as indicated in illustrations and tables. A MINIMUM OF TWO HRAGH2 WALL LID'S 04J ARE'RE�G1UIRM IN EACH DIRECTION OF A BUILDING. BW-S SHALL NOT 13E SPACM EXTmw 6TRAP MD WNL evTt11N6 z z LD O z 0 z Z w w O O O 1= O O MORE THAN 60 Fr APART. WALLS WITHIN A BWL SHALL NOT 13E OFFSET BY MORE THAN 4 FEET FROM A BW_ BNL LOCATIONS ARE NOTE: TO TOP or P(�1t'WNL 1'USED-��I� NOTE: TO TCP A°PGNY WAl1 P ULA--�y� > > > w > > a a o 0 INDICATED ON FLOOR PLANS 2 FT MAX PONY WALL MAY BE I I 2 FT MAX PONY WALL MAY BE R R W w BE X Cb o U o SI PEON 17TTIZ PIaP M AT 66-W`�' PRA60 A BRACED WALL PANEL(13w)SHALL BE61N WITHIN 10 FEET OF EACH END OF A BW_ THE DISTANCE BETWEEN ADJACENT PLACED ON TOP OF HEADER PLACED ON TOP OF HEADER WALL EW PMH.5(TYPE Al M A5 ffAWED EDSE5 OF BWP'S 5HALL NOT 13E eREATER THAN 20 FEET. THl32E SHALL-13E A MINIMUM OF TWO BW ON EACH BW-EXCEPT AT ®� AT DFUYZ WALL PETALS G MD D. WALLS(16 FEET LANG MAY HAVE ONE 48'OR LON6M BIAP. BWPS ARE TYPICALLY G5-WSP SHEATHED BRACED WALL PANELS ® (TYPE A)OR 6YP5UM BOARD GB(TYPE B). PROVIDE TYPE G,D,E,OR F PANELS AS NOTED ON PLAN WHERE BHP TYPES A 3 ON WIDE LVL OUTBID(SEE P NEL o ®II 5 IOD NAILS AT PTT1Z AND B DO NOT QUALIFY DUE TO MINIMUM L.EN&TH REQUIREMENTS OR ADDITIONAL CONTRIBUTING LENGTH OF BWP 15 REQUIRED. GOtlTIN110115 TO OUTSIDE OF PANEL N ® BW TYPE5 ARE INDICATED ON FLOOR PLANS. r ^ a ® -3/8'0 THREADED ROD Z Z \X v�J] ® G5-HSP CONTINUOUSLY SHEATHED BRACED WALL PANELS(TYPE A)SHALL MEET NOTE.WHERE 24'WIDE MINIMUM FULL HEIGHT THE MINIMUM LEN&TH�OF TABLE-8602.105. NAIL W6'MINIMUM WALL CONTINUOUS DE MIN DEEP HEADER TO CONTINUOUS IVa'MIN DEEP HEADER TO WALL RETlA2N 15 PROVIDED AT ENDS OF OUTSIDE KING STUD(SEE FLAW � '� OUTSIDE KING STUD(SEE PILAW � PAt�r:D6E Z ~� 5HEATHIN6 WITH 8d NAILS o 6.O/C(EDGES)AND 12'0/0(FIELD)AND PROVIDE 2X ua FASTEN J'SHEATHING TO HEADER NU FASTEN�•SPEATHIN6 TO FEARER NU G546P BRACED WALL LINE THE b00x SLOGGING AT ALL UNSUPPORTED PANEL ED6E5. PROVIDE T AT0 POUND HOLD" 8D NAILS o 3'O/G IN EACH DIRECTION bD NAILS o 3'0/6 IN EACH DIRECTION W FIOLDOWN MAY BE ELIMINATED. PER DETAIL Iq OR 20 AT ENDS OF BRACED WALL LINES THAT DO NOT HAVE ( v EITHER A 24'MINIMUM FU.L.HE16W WALL RETURN OR A 48'MINIMUM BNP. SHP�50N LSTA24 STRAP ON BOTH SIDES AND SIMP50N LSTA24 STRAP ON UNISFEATHED TRIM TOP OF PANEL AS REQV 0- 0 EACH OF HEADER TO JACK STUD IN I6-IOV NAILS FACE W Ib-IOD NAILS b-1/4'W5 SGREW5 O hit m TABLE RbO2.105 MINIMUM LENGTH REQUIREMENTS OF G5-W5P CONTINUOUSLY SHEATHED BRACED WALL PANELS FASTEN TOP PLATE TO HEADER W/2 Z FASTEN TOP PLATE TO HEADER W/2 Z W Q w ROWS of Ibd NAILS 0 aro/G RONI5 OF Ibd NAILS o 3.0/G PORTAL STRAPS 1/2'FROM EDGE ON HALL AJAGENT GLEAR MINIMUM LENGTH OF s HE16HT(FT) WIT"LL BOTH 51015(4 STRAPS PER PANEL) W w w HEIGHT(FT) OPNS HE16HT BRACED WALL PANEL PANEL SHALL HAVE A LENGTH 1'OF NOT PANEL 5HALL HAVE A LEN6TH'L'OF NOT b 2h+ p r h F- -51MP50N CNH COUPLER NUT ((,4' 24' LE55 THAN 16'FOR 8 FT WALL,IV FOR q LESS THAN Ib'FOR ONE STORY AND 24"FOR + V U 8 64"TO 80' 32' FT WALL,AND 20'FOR A 10 FT WALL SEE FIRST FLOOR OF TWO STORY APPLICATION. q 32 5PANE, ERIEW-38 STRONG 15PL 5 Z " 4 PLAN FOR AGTUAL LEN6TH X SEE PLAN FOR ACTUAL LENGTH 10 34" PANEL,VERIFY PANEL IS PL I1MB (� 80 TO qb 36" <64" 27" 6YP5UM BOARD "6B"BRAGED WALL PANELS(TYPE B)SHALL 13E II 38 4 ANCHOR BOLT OR q b4'TO 80+ 30" 48'MINIMUM IN LENSTH ON BOTH SIDES OF WALL PER TABLE 12 42" NOTE:DETAIL APPLIES To � ~i ADHESIVE ANCHOR 80'TO qb' 41' R602.IOS. 5EC�tlRE&6rMIM BOARD WITH 6d COOLER NAILS, (2)JACK STUDS MIN.OR PER PLAN (2)JACK STUDS MIN.OR PER PLAN W <b4" 30 RbO2.1 15. GYPSUM BD NAILS,OR+OqB'X 136'AM�1LARy21N6EL0 O p BOTH ENDS WAVER p Fii 10 64'TO 80" 30" NAILS o 110/0(1=D6E5)AND 1'O/G(FIELD). BLOCKING 15 NOT - - r e 60"TO qb" 38' -FZWRED AT T®Pte-�'WHEN PANELS ARE BLOGKIN6 AT PANEL EDGES, BLOGKIN6 AT PANEL ED6E5 N ❑ • INSTALLED HORIZONTALLY. PROVIDE JOIST OR TI�f OR FULL 'Partial credit for Panels 36"to 48"wide Per R602.10.52 }EIGHT BLOCKING DIRECTLY ABOVE AND BELOW TYPE B WALLS. ONE JACK AND KING STUDS ONE JACK AND KING STUDS BLOCKING AT PANEL EU6E5 "L° EQUAL TO TYPIGAL HOLDOWN DETAIL AT CONTINUOUSLY SHEATHED WOOD TRK„�5T„� Or > 12" FASTEN 7/Ib'SHEATHING TO EACH STUD FASTEN T/16'SHEATHING TO EACH STUD A STUCTURAL PANEL "CS-WISP" - TYPE A GYPSUM BOARD "GB" - TYPE B AND SILL W/BD COMMON NAILS®3"oiG AND SILL W/80 GONtt40N NAILS o 3'01C, Z m FRAMED FLOOR , ` NOT TO SCALE PER FIGURE 8602.10.5 B NOT TO SCALE PER FIGURE R602.10.5 FASTEN 7/16.5HIATHINI6 TO SND AND SILL W/bd NAILS o 4'01C, lL J &=N.T PORTALDETAIL"A'ONLY APPLIES 51MP50N HDU5 HOLDONN IN 14-1/4"505 Slt1PSON PDU2 HOLDOWI W/b I/4" Z 0S. TO 2 FT TO 16 FT WIDE OPENIN65. SGREW5 M DOABLE END STUD 505 5GREW5 IF NO FLOOR ABOVE. TABLE 602.10.3(1)BRACING REQUIREMENTS BASED ON 14OMPH TABLE 602.10.3(2)WIND ADJUSTMENT TO FiDU4 HOLD"IF W/1R ABOVE. o O cn WIND SPEED,EXPOSURE B,30 FT MEAN,ROOF HE16HT,10 FOOT REQUIRED LENGTH OF WALL BRACING. 2-1/2"0 ANCHOR BOLT OR EXPANSION SCREWS IF BOOR geOVE. PANEL CONCRETE TO 51T DIRECTLY�!TOP OF SLvP`JON DTTIZ IIGLDOA?J AT(frWSP 6RAr VELD WALL HEIGHTS,AND 2 BRACED WALL LINES BOLT WITH 2'X2•X31V PL WASHER - FOINJDA770N WALL W /\ST E RFO ADJUSTMENT STORY CONDITION ADJUSTMENT I/2"0 ANCHOR OR EXPANSION BOLT p WALL END PAN[J5(FYF7=Al IN AS�U CONT BASED ON 5UPPORTIN6 FACTOR Ca' ®®� AT 6RAl,ED WNL PETALS G AND D. STORY BN_SPACING METHOD 6B ><4 BAR DONT IN TOP OF�WA� CONCRETE ><4 BAR GONE IN TOP OF ATION 2-1/2'0 ANCHOR OR EXPANSION BOLT t3 TIE Off,?RO6 ® 5HEATHIN6 EXPOSURE CATEGORY ONE STORY G 12 FOUNDATION OTTOM 8-100 NALS AT PTTV EX705URE CATE60RY ONE STORY D 15 M4 BAR CONT IN TOP AND DATION ® TOP 10 2.5 5.5 EXP05URE GATE6ORY TWO STORY G 1.3 Roo 18 ANCHOR BOLT,S %'DETAIL OF CONCRETE FOUNDATION 51MPBO50N 5B1/R- OR PABT-Ib ANCHOR EXTEND WALL SHEATHIN6 OVER RIM JOIST ROD NU WASHER PLATE,SELF DETAIL 15/01 BOLT OR Ye"THREADED ROD, TOP 20' 5.0' 10.0' EXPOSURE GATE-GORY TWO STORY D I b PADS 18 ANCHOR BOLT,S E THREADED OVER ROD NU WASHER PLATE,SEE DETAIL 15/01 SEE DETAIL 15/01 ®I 30' 7.0' 145' ROOF PAVE TO RI06E ROOF ONLY 15 FT 1.3 PANEL EDGE FRAMED + \ TOP ROOF SAVE TO RIDGE ROOF ONLY 20 FT Ib WALL PORTAL DETAIL'B'ONLY APPLIES TO b FT TO 18 FT WIDE OPENIM65. O FLOOR PANEL HAS CONTRIBUTING LENGTH OF 46'TOWARDS RbO2.10.3(U MINIMUM L.EN&TH WALL TO BE USED ON FIRST FLOOR APPLICATION ONLY.PANEL HAS SIM'5ON STRON6-WALL REQUIRES EN61WBZED DESIGN TO O I TOP 40' q.o' 18S' ROOF EAVE TO RIDGE ROOF+i FLOOR 15 FT 1.15 REQUIREMENT5 FOR BRACED WALL PANELS AT BRACED WALL LINES. WALL TO BE CONTRIBUTING LENGTH of 48'TOWARDS R602.103(U MINIMUM LENGTH TO DETERMINE PANEL SIZE AND ANCHOR BOLTS FOR ❑ .r ROOF EAVE To RIDGE ROOF+I FLOOR 20 FT 1.3 LISED ON FIRST FLOOR AP11"TION ONLY. REGIIAREMENTS FOR BRACED WALL.PANELS AT BRAZED WALL LINES. ACTUAL HORIZONTAL M16N WIND(LOAD AND CavITION W Y O TOP 50' 11.0' 23.0' ROOF SAVE TO RIDGE ROOF+2 FLOOR 15 FT 1.1 ROOF PAVE To RIDGE ROOF+2 FLOOR 20 FT NP NUMBER TOP b0' 13.0' 2 HALL HEIGHT ANY STORY 8 FT O.q CONTINUOUSLY SHEATHED PORTAL PORTAL FRAME WITH HOLD-DOWNS ALTERNATE BRACED WALL PANEL "ABW" SIMPSON STRONG WALL �f 3/8"0 ANCHOR BOLT OR , WALL HEIGHT ANY STORY q FT OAA 2016023 ADHESIVE ANCHOR BorroM of 2 l0 5.o Io5 HALL HEIGHT ANY STORY M FT 1.05 FRAME "CS-PF" DETAIL - TYPE C D "AFH" DETAIL - TYPED E DETAIL - TYPE E F DETAIL - TYPE IF �• BOTTOM OF 2 20' q.0' Iq.O' HALL HEIGHT ANY STORY 12 FT 1.1 C NOT TO SCALE PER FIGURE R602.10.6.3 NOT TO SCALE PER FIGURE 8602.10.6.2 NOT TO SCALE PER FIGURE 8602.10.6.1 NOT TO SCALE PER ENGINEERED METHOD W ;;ria ad W43ER OF NNIL.PER PLAN DIRECTION AT STORY 3 13 ooysa BOTTOM OF 2 30' 13.0' 275' \X NUMBER OF BW PER PLAN DIRECTION AT STORY 4 1.45 Q SHEET NUMBER BOTTOM OF 2 40' 17.0' 36.0' MR438Z OF 84-PER PLAN DIRECTION AT STORY 5 OR MORE Ib G GYP BD FIN15H OMITED FROM IN51DE FADE OF BHP 1.4 (_2�1131RACED WALL PANEL DETAILS ZHOLDOWN DETAIL ATSLAB BOTTOM OF 2 50' 21.0' 44.0' APPLIE5 TO METHOD G5-H5P ONLYUNIT 3 2 (MODEL C) UNIT 3 l (MODEL C) 0 20 BOTTOM OF 2 60' 25.0' 52,5' GYP BD FASTENING ANY STORY 4"0/0 03 p.� NOT TO SCALE 1 N.TS. APPLIES TO METHOD 6B ONLY UJI p COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED C A A C ~ W 12 C-7 C-64'-0" 4'-0" C-6 C-7 Z C , (NO VENTING) (NO VENTING) W ^ E q LINE OF ROOF RIDGE V-NT RIDGE VENT � TRU55 BEYOND UO 0 (3) 2x8 P.T. GIRDER U W ATGHED AREA INDICATES Z u —LOCATION OF FIRE RATED ROOF s L o BEYOND L SHEATHING,4'-0"FROM ~ `�� 4.4 CENTER OF FIREWALL-EACH 51DE � 1x8 FASCIA BOARD N ❑ �N�- GUTTERS $ LEADERS 6UTTER5 s LEADER5 Z - ALL GUTTERS s LEADERS SHALL BE BAKED Lo ALL 6UTTER5 s 1 EADER5 5HALL BE BAKED Z U a 3 co i- WHITE ALUMINUM .032"MIN.6AU6E,6VTTER5 i - WHITE ALUMINUM .032"MIN.6AU6E,6UTTER5 O Q w c M -' S1MP50N LU528-3 FACE SHALL BE 5"5EAMLE55,0.6.5TTU W/ALL 1x6 FASCIA 12 SHALL BE 5"SEAMLESS,O.G.STYLE W/ALL o `-i,- RELATED s REQUIRED ACGE55ORIE5. LEADER5 BD. co a ^ = MOUNT HANGER SHALL BE MIN.2"x3",.027"GAUGE W/CLIPS RELATED s REQUIRED AGGE AUC7E 5. LEADERS ❑ U M ANCHORS. CAULK s SEAL ALL JOINTS. PITCH b"AZEK SHALL BE MIN.2"x3",.027"GAUGE W/CLIPS s (3) 2x12 P.T. GIRDER BEYOND Ir 2 FRIEZE BD. ANCHORS. CAULK s SEAL ALL JOINTS. PITCH 12 6UfTER5 MIN. 1/&"/FT.PROVIDE P.Y.G. — — — — — — — — -r-,-r 6UTTER5 MIN. 1/5'/FT.PROVIDE P.Y.G. q - „ q " _ IIS REGEPTOR5 5"ABOVE 6RADE TO RECEIVE b / b REGEPTOR5 8 ABOVE 6RADE To RECEIVE a Ix AZEK TRIM BOARD OVER LEADERS(CLOSED GAP DE51GW. OH. LEADERS(CLOSED GAP DE516W. I I I GIRDERS (TTP) - - - - - - - n I n I n 10 HARDIPLANK 0 v u riu Iii I OH. -- - 51MPSON BG52-3/6 P05T b"HIGH BLIND 12 HORIZONTAL - / / 12 6"HIGH BLIND a 12'-�GLAP 510IN6 /, i a I2 a FLA5HIN6 GAP ANCHOR FLASHING - 0 0 10 SQUARE H546 PERMA CAST = b"HIGH BLIND = g / _ ° _ ~ o= Z I LJ COLUMN #46382 W/SQUARE W FLASHING _ _ _ FLAT GAP s BA5E (OR EQUAL) - — / — O „ I o CORNER COLUMN TO BE = OOF BREA ROOF BREA H U 4 PROVIDED W/SPLIT KIT BEDRM#2 - - BE_DRM#2 _ _ DINING ROOM DINING ROOM — - I "' ATE HT. 6x6 P.T. P05T WITH 51MP50N PLATE HT. I, p, pH. PLATE HT. / _ — ~ _ 2ND FLOOR LINE H I'_0" PLATE HT. U ABU66 P05T BASE (TYP - ALL OH• I._6.. I'-b" 8"AZEK Z 16' I'-b" OH. COLUMN5) CLOSET _ I I IA 11 1 1 011 FRIEZE BD. _ GARAGE pH OH I _ GL_05ET� U r PLATE HT. PLATE HT. I I I'-O" / I'-O" I I O OR _ / / / OH. i i LL Ln TYP. REAR COV. PORCH DETAIL I _ ; ; _ u - _ F71 71 uu� uu -_-/ _ f �� u_ �I�u amu, Z 3/4"=1'-0" G-1 rp 4 10"AZEK I = , i j 6 10 AZE FRIEZE BD. I I N N �_ 4 FRIEZE BDr- T Ixl2 AZEK ' o I Ixl2 AZEK w TRIM I I / = I I TRIM / II COLUMN® GONE ; ; / / i OLUMN® GOVERED PORCH BEYOND I I I I PORCH BEYOND II FIN. 1ST FLOOR I I _ _ , / IINJ I T 1_ _ I I _FIN. 15T FLOOR EL TO- _ — — — — — — — — — — / / 1x4 AZEK I I I I I I cWn SOFFIT I TRIM ALL I I SOFFIT I I I I I I I I 1 I SIDES I I 1 I I I I m C� I I I I c-1.1 I I I C-1.1 I I I I ❑ w O I I I I UNIT 32 1I UNIT 31 MODEL (FESCUE) i MODEL ,C (FESCUE). I I I I BA5EME_NT I i I I I (— - - - - - - - - - - - - - — - - - - - - - - -- - - - - - - - - - - - - -f1-I- - - - - - - - - - - — — — — — — — — — — — - - - - - - - - - - - - - - - 7- - - — — - - _ _ _ BASEMENT � I- - -I- - - L- - - - - - - - - - - - - - - - - - - - -- - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L — - - - - - - - - - - - - - - - -I- - - -I - - -I- - -I U CENTER LINE OF w C A 2 HOUR FIRE RATED CA6 CC7 IF�ONT ELEVATION Z) C-7 C-6 RE515TANCE WALL U A55EM13LY „ _ , „ p 1/4 - 1 -0 0 C A A C C-7 C-6 4'-0" 4'-0" C-6 C-7 RIDGE VENT (No VENTIN6) (NO VENTING) RIDGE VENT TYPICAL ROOFIN6: TYPICAL ROOFING: ARCHITECTURAL 5HINGLE5 15# ARGHITEGTURAL SHINGLES 15# FELT UNDERIAYMENT FELT UNDERLAYMENT 5/8" PLYWOOD SHEATHING 5/8" PLYWOOD 5HEATHIN6 a N N N M f� `.° N CV CO HARDIPLANK HORIZONTAL CLAP SIDING HARDIPLANk HORIZONTAL CLAP 51DING b"AZEK TRIM BOARD 6"AZEK TRIM BOARD 12 q 1"x 8"AZEK RAKE BD W/A 12III o 0 - ° o o g z a a- I"x 8"AZEK RAKE BD W/ a(— I2 I"x 3"AZEK TRIM(TYPE w w w w III a o 0 I"x 3"AZEK TRIM(TYP) 12 a, m w x m v v a b"DIA6.AZEK 12 / TRIM I BOARD K N 0 TRIM BOARD 12 a a N 6"HIGH BLIND b"HIGH BLIND ALIGN ALIGN FLA5HIN6 FLA5HIN5 — — — — — — — — — — — FA5GIA5 FASCIAS 2020 NYSRG- 62427.8 (503.8) GREAT ROOM VENTING 5Y5TEM TERMINATION LOGATION: W GREAT ROOM -- - IIIIIIL___ JIIIIIL_ - _ - - - THE NT TERMINAL0 DIRECT T APPLIANCE WITH AN PLATE HT. IIIIIIL--- _JIIIIIL_ ---JmIII I-0' - ---irinu I'-0" PLATE HT. INPUT OF IOp00 BTU PER HOUR(3KWJ)OR LE55 SHALL BE I 0 OH. LOCATED AT LEAST b"FROM ANY AIR OPENING INTO A p U m OH. - BUILDING,AND SUCH AN APPLIANCE WITH AN INPUT OVER 10,000 -� O ❑ — I I I I i i i i i I BTU PER HOUR BUT NOT OVER TERMINATION BTU PER HOUR SHALL D M� Y I I I f I I I I I G-I INSTALLED WITH A q INCH VENT TERMINATION CLEARANCE,AND W C-I i i i i i AN APPLIANCE WITH AN INPUT OVER 50p00 BTU PER HOUR 0 o W w I I I I I I I I I I IED I I I I I I SHALL HAVE AT LEAST A 12 INCH VENT TERMINATION Z - -- --� - -- I I I I I I I I CLEARANCE.THE BOTTOM OF THE VENT TERMINAL AND THE AIR U = 4 Ib'- " IBI WI TH i i INTAKE 5HALL BE LOCATED AT LEAST 12"ABOVE 6RADE. (n O I I I6 4 BIS WI TH I I I o II I II iFT z = ii ii ii Q I' II I II Q p Q II II II _ _ _° � i i i i I i 2020 NYSRG- 8312.2.1 ❑ w II II II p O _ b AZEK TRIM I i i i I I I I I b"AZEK TRIM IN DWELLING UNITS,WHERE THE TOP OF THE 51LL OF AN ALL SIDES LA i i i i ALL SIDES OPERABLE WINDOW OPENING IS LOCATED LE55 THAN 24" I I I I I I I I I I I I I I I I ABOVE THE FINISHED FLOOR AND GREATER THAN 72"ABOVE ~ I I I I I I THE FIN15HED GRADE OR OTHER 5URFAGE BELOW ON THE c7 m FIN. IST FLOOR i i i i I i / I i i i FIN. IST FLOOR EXTERIOR OF THE BUILDING,THE OPERABLE WINDOW SHALL J " COMPLY WITH ONE OF THE FOLLOWING: Z F1 EV +p p / // ELEV.+0-0 • OPENINGS THAT WILL NOT ALLOW A 4 INCH DIAMETER 5PHERE U U) _ _ TO PA55 THROUGH THE OPENING IN ITS LARGEST OPENED - - - - I I�r== I - - - - - 1 ===fir===rill P051TION. W I lilt II III i I I I I Iii II iill I bxb P.T.POST WITH 51MP50N 'FALL PREVENTION DEVICES THAT COMPLY WITH A5TM F 2080 0 bxb P.T.P05T WITH 51MP50N I 11111 II IIII I I I b" AZEK TRIM I I i III II IIII I I I BC52-3/6 P05T GAP ANCHOR s ( (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO U BG52-3/b P05T GAP ANCHOR s I II II II I ALL SIDES I IIII it IIII I I I RELEA5E THE CONTROL DEVICE ALLOWING THE WINDOW TO G\STERE 51MP50N AB%b P05T BA5E(TYP- I I IIII II IIS j IV6" AZEK TRIM IIII II IIII I 51MP50N ABUbb P05T BASE(TYP- FULLY OPEN SHALL NOT REDUCE THE NET CLEAR OPENING Q-� Oat I IIII 11 III 1 I 1 ALL 510E5 I I I I I III I ALL GOLUMN5) I N T ALL COLUMNS) I II Sy II I Ill IE6RE55 IIII I AREA OF THE WINDOW UNIT TO LE55 THAN 5.1 SQUARE FEET. �� c C' I IIS E- J1 _ 111 i I I I IIII IWINDOW 1111 9 I I Q I II WINDOW Q L===JL f-JJI I �:.Y � I i 1 L=-- --_ a� 1 I I I 10 SQUARE HB$6 PERMA GA5T I z U / 10" 5QUARE HBs 6 PERMA GA5T I I 1 u_________u q q LI---------I-J G (il .;. COLUMN #46382 W/SQUARE _ _ _ COLUMN #46382 W/SQUARE I Y FDI _ FDI FLAT GAP s BASE (OR EQUAL) ,. 11 FLAT GAP s BASE(OR EQUAL) CORNER COLUMN TO BE I r - CORNER COLUMN TO BE I PROVIDED W/SPLIT KIT I r I I I I - KIT I 3a� . .. . ... .. . .... I I � PROVIDED W/SPLIT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - - - —__ - _ BASEMENT I I _ _ _ _ B EMENT _ _ - - - - BASEMENT _ -1- -- - - - - -�-t— - - I- - - - - - - - - - - - - -�— - - - - - - T - - - - - - - - - -- - - - - - - - -�- - L - - -- - - - - - - - - - - - - - - - -L - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - -1 L - - - - - - - - - - - - - - - - - � - - - - - - - - - -- - - - - - - - - w 2016023 - - I- - - - - - - - - - - 1 UNIT 3 2 UNIT 3 2 UNIT 31 DUET CLUSTER = SHEET NUMBER UNIT 3 C A CENTER LINE OF A C C-7 C-6 2 HOUR FIRE RATED C-6 C-7 REAR ELEVATION Z MODEL C (FESCUE). RE515TANGE WALL MODEL C (FESCUE) A55EMBLY 1/4" = 1'-�" (MODEL Q (MODEL Q ELEVATIONS W o COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED /Bz C) w E C-6 �i b"HIGH BLIND BATT5 ) MBINED INSULATION 6" (R-Iq) BA U FLA5HIN6 12 GONTINUOUS ABOVE O 4� VALUE F R-4g) p r , V LINE OF ROOF q V ._ BEYOND® MASTER 12 Z v - BEDROOM \ ]4 RIDGE VENT 0 � � � RIDGE VENT 12 2"x b"NAILER-LAB N y —112 BOLT TO VERT 5 W/ "DIA X b"L BOLT5 INSTALL ICE 4 WATER SHIELD PER MAt GJFAGTURER 5 l O L w co x co U Q cn 5PEGIFICATION5 TO MAINTAIN00 PRODUCT WARRANTY _ ❑ M .-. r` U RIDGE VENT 12 LINE OF DORMER 2"x b"RR® IG," I I N M NOTE: APPLY ICE 4 WATER SHIELD IN WALLS BEYOND® OG FAIR WEATHER WHEN THE AIR, BEDROOM#3 ROOF DECK AND MEMBRANE " a (R-30) BATTS a 6 ARE AT TEMPERATURES OF EXPOSED LOW GDR 12 2"x 4"SOFFIT BM5 OH. BREAK ® Ib"OG 40"F(5"G)OR HIGHER. ROOF q FLUSH ROOFS 1x8 FA5GIA BD. BEYOND LINE OF ROOF I I b"AZEK BEYOND 0 GARAGE 1 . . I . . . . . . V FRIEZE BD. I I Z DIN A BEOR_M#2 WINDOW HEADER PER PLAN O __ F- M) m 25 6REATH ROOM umu uuln PLATE \ \ - - PLATE HT. TRANSOM WINDOW11 TTTT-F-FF L) 1-4 10 AZEK i I BEDROOM #2 OH. (��� Z L I �� I I _ I I o0' I z FRIEZE BD. = I I o I w 21x8" ® Ib"OG FOR SEAT U -— - 1 11 1 11 11 ~ Q 1 10" SQUARE HB$6 DERMA I I li,__ i i i \ / EXTERIOR WALL —CLOSED CELL SPRAY FOAM Ln C I I I I I -HARDIPLANK 5HIN6LE 51D1N6 = DOUBLE-HUNG WINDOW I I 1N5ULrATION TO COMPLETELY H M o G-I i i GA5T COLUMN #46382 Wl g I I I I -TYVEK OR EQUAL I I FILL 5EAT CAVITY O � r J SQUARE FLAT GAP d I [J- 1 4 BASE (OR EQUAL) - I I i i i i -1/161055 5HEATHIN6 (2)2"x81® END W/A35 Z Qj� C) CORNER COLUMN TO BE _ -2xb WOOD 5TU05 0 Ib O.G. 51MP50N CONNECTOR ❑ PROVIDED L SPLIT KIT11 111 1 1 i i i i p o -b"R-21 BATTS 51MP50N H2-5A CONNEGTORS rinnininill I"x 12"AZEK TRIM I I I I I I I I I BO j U' "GYP BD _ _ _FIN. 15T FLOORJ '1k FIN,15T FLOOR _ I _ _ _ _ - _- - ELEV.+0'-0" - 3/4'TSG 055 SUBFLOOR- �� ELEV.+0'-0" OLUE_ _ _ - o GONTInN0005 BETWEEN PLATES bxb P.T.POST WITH I I 10" SQUARE I�Brf G PERMA I I 7/I b" 05B SHEATHING I'-b" AT EXTERIOR WALL o -J 51MP50N BG52-3/b P05T I I GA5T COLUMN, #46382 Wl i ., GAP ANCHOR 4 51MP50N SQUARE FLA GAP d 2XI2 5FLOOR H w WALL ® MASTER I I I I I I T I WALL® GARAGE FIRST FLOOR LINE - - - - JOISTS® Ib"OG. U) ABU66 POST BASE(1YP BASE (ORE AL - � - - - 7 I BEDROOM BEYOND I I I I -ALL COLUMNS) I I CORNER GOL TD BE BEYOND _ FDI I I I I I J - - = r- 4 PROVIDED I SPLIT KIT i i I m (� I I Iz 1 ❑ w o • I I I I I I I I I I I � • . .. I I I I I I I I I i I �' .' •� I I I I I I I I I I UNFINII5HED B65E:MENT r , BA5EMENT _ I - - - - - - BASEMENr v - - - - - - - - - - - - -r1= - - - - _ - - - - - - - - - - - - - 11- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I�- - - - - - -IT - - - - - - - -- - � �- - - - - - - - - - - - - -L - - - - - - L - - - - - - - I- - - - - - - - -I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -1 - - - - - - - -L - - - - - - - - - - - - - - - - J I I Q LEFT END ELEVATION U �-I (R-13)CLOSED CELL SPRAY FOAM INSUL W B ALON6 IN51DE FACE OF FIND.WALL5-FULL HT 1/4�� = 1�-0 C-6 OR DRAPED BLANKET IN%LATION U p UNIT 3 2 MODEL C (FESCUE) CBG, BEDROOM OOM #2 BAV DETAIL b"H16H BLIND 1"= 1'-0" G-Li FLA5HIN6 12 LINE OF ROOF BEYOND 0 MASTER r` i• n r- oo co `I / BEDROOM w rCID17 ASPHALT ROOF 5HIN6LE5 Q N N N M r- - N N m RIDGE VENT O N N M M (O r M to RIDGE VENT ------------ 12 12F_ 1N5TALL ICE d WATER SHIELD / PLYWOOD SHEATHING PER MANUFAGTVRER'S 5PEGIFIGATION5 TO MAINTAIN PRODUCT WARRANTY _ 12 RIDGE VENT / LINE OF DORMER -- I5�ROOFING FELT PAPER WALL5 BEYOND® INSTALL ICE t WATER SHIELD PER NOTE: / o 0 o 0 z 0 APPLY ICE d HATER SHIELD IN BEDROOM MANUFACTURERS SPECS.TO ROOF FRAMING z z z O z z z N w w FAIR WEATHER WHEN THE AIR, w <n v� Q in D g a 11- LCARRY DECK AND MEMBRANE I� MAINTAIN PRODUCT WARRANTY. Z J J CARRY DOWN FRONT OF fASGiA- / w > > a ARE AT TEMPERATURES OF G EXPOSED LOW GDR MIN 4'TYPICAL / w w � m U o U 40"F(5"6)OR HIC-14M. ROOF BREAK 0.40 ALUMI"DRIP E06E BEYOND 1x8 FASCIA BD. FLU5H ROOFS GAP LINE OF ROOF 0 BEYOND B GARAGE 8"AZEK GUTTER / o FRIEZE BD. / _0BEDRM#2 _ _ N AREA __ _ _ GREAT ROOM 4 PLATE HT. TE HT nlml anal fi PLATE HT. 10"AZEK FRIEZE BD. 2-0 2020 NYSRG- 6242-1.8 (503.8) OH, , , , I I O U m VENTIN6 5Y5TEM TERMINATION LOCATION: \ Oi / i i i i I w THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN F - -�. _. ._ I I I I - _ - I I > H Y INPUT OF 10,000 BTU PER HOUR(3KW)OR LE55 SHALL BE -' i i i i � I I 10" SQUARE HB$G PERMA i i 1 NOTE: W F T 1 w ui \ / CAST COLUMN #46382 Wl i i G-I Q F `'WELD IN p LOCATED AT LEAST b1 FROM ANY AIR OPENIN6 INTO A CL I I I I BUILDING,AND SUCH AN APPLIANCE WITH AN INPUT OVER 10,000 p i i i i _ I I SQUARE FLAT GAP I I WHEN THE AIR ROOF DECK AND Z Q BTU PER HOUR BUT NOT OVER 50,000 BTU PER HOUR SHALL BE ` i i i i I I = MEMBRANE ARE AT C_D IN5TALLED WITH A q INCH VENT TERMINATION CLEARANCE,AND - p I I BASE (OR EQUAL) - I I TEMPERATURE5 OF 40"F(5"G)OR AN APPLIANCE WITH AN INPUT OVER 50,000 BTU PER HOUR CORNER COLUMN TO BE i i HI6HER. w W n SHALL HAVE AT LEA5T A 12 INCH VENT TERMINATION � � i i i i PROVIDED W/SPLIT KIT i i p CLEARANCE.THE BOTTOM OF THE VENT TERMINAL AND THE AIR I FASCIA BOARD 'AZEK SOFFIT ❑ I I I .� INTAKE SHALL BE LOCATED AT LEAST 12',ABOVE GRADE. I I I _ I I (BOARD W/2"CONT. W I I I _ jkj FIN. 15T FLOOR_ _ i i i i _ _ _ _ _ i i a FIN. 15T_FLOOR �I �D VINYL SOFFIT J ELEV.+0'-0" ELEV.+0'-0" 2020 NY5RG- R3I2.2.I _ _ _ � m IN DWELLING,UNITS,WHERE THE TOP OF THE SILL OF AN - - DETAIL z OPERABLE WINDOW OPENING 15 LOCATED LE55 THAN 24" EXTERIOR WALL I I 10"5QUARE �+B$G PERMA I I bxb P.T.P05T WITH I I I I I Z ABOVE THE FIN15HEO FLOOR AND GREATER THAN 12"ABOVE -HARDIPLANK SHINGLE 510IN6 I I GA5T COLU"N #46382 Wl I I 51MP50N BG52-3/b P05T I I I I O o THE FINISHED GRADE OR OTHER SURFACE BELOW ON THE -TYVEK OR EQUAL 5QUARE FL T GAP d GAP ANCHOR 4 51MP50N I I � I I I I I i I rr n (n \ EXTERIOR OF THE BUILDING,THE OPERABLE WINDOW SHALL -l/IG,"055 SHFJATHING BASE(ORErIAL) - ABUbb POST BASE(TYP I I I I WALL® MASTER I SCALE: 1 1/2 = 1 -0 _ W `�'��J gOB&,,y COMPLY WITH ONE OF THE FOLLOWING: -2xb WOOD STUDS® IG," O.G. I I CORNER GOMN TO BE I -ALL GOLUMN5) BEDROOM BEYOND pOPENINGS THAT WILL NOT ALLOW A 4 INCH DIAMETER 5PHERE o -b"R-21BATTS I PROVIDEDSPLIT KIT I I I I I I I FDI 4 U TO PA55 THROUGH THE OPENIN6 IN IT5 LAR62E5T OPENED m I I I I I I I I I I POSITION. ' FALL PREVENTION DEVIGE5 THAT COMPLY WITH A5TM F 2080 (THE WINDOW OPENIN6 CONTROL DEVICE AFTER OPERATION TO WALL®GARAGE I I I I I RELEA5E THE CONTROL DEVICE ALLOWING THE WINDOW TO BEYOND W �. FULLY OPEN,5HALL NOT REDUCE THE NET CLEAR OPENING I I I I I I I I I I U AREA OF THE WINDOW UNIT TO LE55 THAN 515QUARE FEET. BASEMENT _ _ t_ I _ -I _ _ _ _ BASEMENT ❑ - - - - - - - - - - -I- -- - - - - - - - - - - - - - - �- -- - - - - - - - - - - -I- - - - -- - --r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I - - - - - - - I- - - - - - - - - - - - - I- - - - - - - - - - -L - - - - - - J- - - - -• — L - - - - - - - - - - L-- - - - - - - - - - - - - - - - —I - - - - - - -I- - - - - - - - - - - - - - I J NUMBER R16HT ENI ELEVATION w 016023 B I/4 - I -0 C-6 UNIT 31 UNIT 3 2 UNIT 31 DUET CLUSTER r SHEET NUMBER nnn" MODEL C (FESCUE) (MODEL Q (MODEL Q ELEVATIONS W p COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED y-}I_pll L C LINE OF REAR `C IWJ' CHEEK WALL 0 UNIT 31 13'-0" II'-2" 14'-2" I 14'-6" II'-2" 13'-0" � �^I E U r — — — — — — — — — — — Up �� U a = V - o - Z cv 2,I CA6 ISI CC7 � � � in v � `�� ` — ■� Qom rn .�, L N � bt 12'-10" 8" 10'-O" 4'-11" 4'-4"M.O. 4'-11" 5'-3" 4'-4"M.O. 4'-II" 10'-0" 8" 12'-10" 8° o Z '� = z U K c�� 0 o p O Q x� � M U C) o I - o o �� UNEXGAV. _ Lo co o q o - q 4"P.G.SLAB WITH bxb, co ❑ U M o0 10/10 W.W.M.OR FIBERME5H. _ UNEXGAV. O FD1 O FDI 2 MIN.3500 P51 GONG. 1 4"P.G.SLAB WITH bxb, I I FD1 0 10/10 W.W.M.OR FIBERME5H. ( r------� I a 1 MIN.3500 P51 GONG. I HO 2 O - FD1 r------, I W OW Ix", I 4 — HD % cv HD ( FDI m I o O 0 0 HD EGRESS HD I "' 2x12 FLOOR JOISTS Z 4 " , I WINDOW O ® Ib O.G. 0 2'x 10" U O I O o FDI O I m o b O u, - LAB SEAT U 2x12 FLOOR J015T5 JOISTS H• I ( 'J 4"WIDE J015T � HD 2"x 10" 0 1 SEAT.T.O. = SLAB SEAT _ o FD ELEV= (-P-1j" Q J 4 Z HD 4"WIDE J015T J 2 o I 2"P.G.FOUNDATION WALL OU SEAT.T.O.5EAT Q o ELEV= (-)I'-I " I 14'-a" G'-4" FDI 13'-2" 24"x DAMPRO OOTINGNIo" 2_p 1 = o Ln 12"P.G.FOUNDATION WALL - WITH DAMPROOFIN5 ON 4 I 10"P.G.FOUNDATION ( - M 10" 24"x 12"P G.FOOTING 3 "DIA STEEL COLUMN DIRECT VENT HEATING EQUIP. z ` , J 2 p 13'-2 FDI q-4' 14'-8 I-0" WALL WITH DAMPROOFING (� ON 20°x 10"P.G.FOOTING r 1 ON 3 "z-30 xG Del NG APPLIANCE CLEARANCE Hp ° -T.O.W.ELEV. = 0'-0" t Nb ) APPLIANGE5 SHALL BE INSTALL C11 Q I 10"P.G.FOUNDATION I I WITH THE GLEARANGE5 FROM DIRECT VENT HEATING EQUIP. '- 3j"DIA 5TEEL COLUMN WALL WITH DAMPROOFING J 4 WIDE HD APPLIANCE T CLEARANCE �fix Fpix- UNPROTECTED COMBUSTIBLE J015T 5EAT. LIANCES SHALL BE INSTALLED �T6I N.01VJ fZ PPG ON 20"x f0"P.G.FOOTING �- UNFIN D NT MATERIALS AS INDICATED ON T • CEILING HT. TOW.ELEV= (-)I'-I�° WI THE CLEARANCES FROM L 1 I -T.O W.ELEV. = 0'-0" It CLOSED G AM L L_ —J APPLIANCE LABEL AND IN T 4"WIDE l 5 LL MAtU1FAGIURER5 IN5TALLATI N I I `� UNPROTECTED GOMBUSTIBLE I- UNE NI D 13MENT ALONHT OSRI DRAPPEED INSULATION IN5TRUGTIOf�15. J015T SEAT. M TERIAL5 A5 INDICATED ON THE , � ALL ExPO5ED HOT TER PIPI A /OR TOW.ELEV= (-)I'-I " AIANGE LABEL AND IN THE I_ _I *(R-110)GL ,(� SPRAY FOAM INSUL I I HEATING DUGT5 TO INSULA PER �° o p PROVIDE FRESH AIR INTA II O MANUFAGTURER5 INSTALLATION ALO,G IN AG FND.WALLS FULL N.YS.CODE. p TO MEGH EQUIP PER GO J IN TRUGTION5. HT OR ORA KET INSULATION o0 00 1 HD 1 * 05ED HOTIWATER PIPING AND/ 1 2x12 FLOOR JOISTS I 2x12fL06R JOISTS 2x12 FLOOR J015T5 w OVIDE FRE5H AIR INTAKE p o HEA INC CYUGT5 To BE IN5ULATED A5 PER I 0 Ib"O.G. ® Ib"O.G. ® Ib"D.G. uw) • MEGH EQUIP PER CODE D T_ N.YS.CODE. I - 2-0' HD 2x12 FLOOR J015T5 1-2 ILOR JO 5 2x12 FLOOR J015T5 I I m — —_ ® I6"O.G. ® I6"O.G. ® I6"O.G. m L.� _J L_ F— -1 I —I / o 8 -� BASEMENT SLAB 1 ° ^ O FDI � � 4"P.G. 500 P51 GONG) L � m I 1 MIL.POL YLP_QR— L_ _J � N � I BARRIER 1 BASEMENT SLAB r 8 1 1 / 4 *TAMP d FIL(.ITo 95%DENSITY `` FD1 1 4 4�SLAB I . PSAG� � � FDI 1 1 FW- I'-0.. 14'-2" � x — 5'-0.1 b'-0.. 10° �I\I — —BARRIER \ (4)2"XI LUSH P05T ABOVE - p Q TAMP d FILL T�9j 5%DENSITY - 'moo \ UNDER f3EARIN L u'I - - - (2)FJ - O I- lo" 8'-0 15-O �— 1 L - y 141-211 P05T ABOVE 1(44)2" I "F3EARLU5H /o F- IN6 HALL - _ i- - - - (2)FJ - - - - - - IIo Z 41 — VELI-> - L'_ J W O U 1 21 FJ - - - �O ry cz 5'-4" Lo" O L_ - - SOW. 1 =1 " �r o ' w Q L_ LLr x 4"WIDE J015T _ 3)2X12 - - - SEAT.T.O.SEAT 0 10, 5'-4" _4 = d � w x OR 5 5 _ `n ELEV= (-)I'-II" cr R ,- 2 12 FLOOR \ '�� 4"WIDE J015T 1 O ( 12 FLU o /� I -� HD SEAT.T.D.SEAT ELEV= (-)I'-I " Q 2 I LOOR J015T5 '-0" C-6 0 - r "D o N 2x12 FLO" JD ST5 J UNEXGAV. HD � ® lb,D.G. 4 P.G.SLAB Hl"H • 3 8„ I -2" ' n' -� T.0 _ I bxb,10/10 W.W. � w co _ W OR FIBERME5H. ri o co ai co N O EL an 4" o J FD1 Q N N N M ti N N UNEXGAV. 2x12 FL10R JOISTS — o ,L N 4 P.G.SLAG W►TH ® 16"O.G. MIN.3500 II ry o N N ri vi cfl r� 1Ci 6 6,10/10 W.W.M. I 4 8" I q'-10° p� 4'41' GONG. 8.. � L r 0 FIBERME5H. J o II FDI N 2"x 10" ry FD 1 MIN.3500 P51 B � SLAB 5EAT B B 8' G�NG. 4 b„ I-p N I 8" 4 C 36 C-6 CB 6 #5 CORNER REBA W/ 41-0" li I-0 31-2" C-6 q-lo FDI I I LEGS 0 MIDPOINT 0 Hp C-6 2"LAB SEAT I' p„ � — FOUNDATION WALL I'-b" 3EA 1 5 FROM TOP $ BOTTT M. T U) HD 1 #5 CORNERKEBABS W/ 4'-0" FW-2 (3)2"X12"FLUSH I z z z o z z Z rn w w UP14R -4"O o o0Poo LEC75 ® OPOINT OF 4 WIDE J015T N ¢ g z a s (2)2X12 FLUSH 2x12 FLOG ISYS SEAT.T.D.SEAT - - - > - - n g D n " (2)2X12 FLUSH = > > > w > > T )2"X12"FLUSH FROM T01 $ BOMOM. GARAGE SLABUNEXGAVATED b" ® I " .G. ,_ „ w w w w w a o 0 ELEV= (-)i I a a w rh c� t) U 031_ UP 14R p *4 P.G.SLAB(MIN.3500 P51 GONG) a" 14'-2" T 4"WIDE J015T 11 SEAT.T.O.5E T -2x12 F JOISTS 0 9 REINFORCED WITH bxb,IO/10 W.W.M. p UNEXCAVATED TYPICAL R *TAMP d FILL TO 95%DEN5ITY N in o 1z 101, 2'-6" 14'-2" 8" GARAGE SLAB 1 iv *SLOPE GARAGE SLAB DOWN 2" (3) 2"X12" c� If 4 P.G.SLAB(MIN.3500 PSI GONG) TOWARD5 GARAGE DOOR `r REINFORCED WITH bxb,10/10 W.W.M, p HD n *TAMP d FILL TO g5%DENSITY *SLOPE SARA6E SLAB DOWN 2' ~ I N 2x FL OR J01 5 " 12"FLUSH TOWARDS 6ARA6E DOOR I b"O.G.o _ _ N lI HD • 1-0 IT-10" a" II'-8.. d �- 2'-6� o :r W . ^^ U 2 12 FLOOR, T5 � I u' � F•-�•1 � o ® I6"0. I b" P.G.FOUNDATION p U m d b" 17'-l0" I'-0 I WALL WITH -j �� o 10" 2-6 I I-8" " �T- WIDE J015T HDL�IbAx 8 DIFP.G. ON TO.SFAT w W w8, P.G. FOUNDATION TOP OF WALL FOOTING 4� • WALL WITH ELEV= (-)I'-I ° (D DN= -I'-2" HD 4"WIDE J015T DAMPROOFING ON 11 SEAT.T.O.SEAT Ib"x b" OP P.G. TOP OF WALL ;- W Q 4 " 4 1 FOOTING DN- -I-2Z 2x12 FLOOR J015T5 ^ ELEV= (-)I-I 4-� �o O I ❑ 10" m II'-4" 10" 2x12 FLOOR J015T5 3 0 _ a Ib"OL. o B �, FD 1 v O o HCD 10" II'-4" '� 10" F- �T � 0 3 4 2.. h� } FD1 v HD p HD J 2 o o cUn = HD — — — LL-,r I6'-0"M.O. I'-8" I'-4" 16'-0"M.O. i O HD O I-0' W GISTERE N FtOBFR LINE OF FRONT OF 2 ib'-b" 18'-4" 13'-O" 2'-6" 2'-6" 2'-0" FOUNDATION WALL® j ,.-r \t I 2'-0" 2'-6" 2'-6" 13'-0" BEDROOM#2 UNIT 32 Q , �.y�. -14, m ,, _'gyp, A C -i C 38'-8" A 38'-4" F, Y O 2v 8� UNIT 3 2 I �!I UNIT 31 ° �� wYo�� MODEL C (FESCUE) MODEL C (FESCUE) ;616023 BER MULTIPLE LVL GIRDER CONNECTIONS: GENERAL GONTRAGTOR5 AND 5UBGONTRAGTOR5 TO REVIEW THESE Q SHEET NUMBER HD= HOLD DOWN GON5TRUGTION DOGUMENT5 UPON REGEIPT FROM ARGHITEGT AND UNIT 3 2 UNIT 31 DUET CLUSTER, a EOR ALL MULTIPLE LVL GIRDERS, LAG BOLT REPORT ANY AND ALL 015GREPANGIE5 INCLUDING ANY DIMEN51ONAL FOUNDATION PLAN AB= ANCHOR BOLT5® TOGETHER W/ 1/2" BOLTS @ 2'-0" O.G., 2" MIN, GONFLIGT5, IMMEDIATLEY TO ARGHITEGT FOR GORREGTIVE MEA5URE5 „ 5TRAGE51MP50N FROM TOP BOTTOM, MIN. 4" FROM ENDS PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. DIMENSIONS -0 (MODEL Q (MODEL Q FOUNDATION PLAN w C � 2 STRONG WALLS 5HALL BE GALGULATED AND NEVER 5GALED UNLE55 OTHERWISE NOTED. Q COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED LINE OF REAR H COVERED PORCH ® UNIT 31 _ _ 10" SQUARE HBdG PERMA GA5T COLUMN _ _ - - _ - - - Z #46332 H/SQUARE FLAT GAP d BA5E " W E o (OR EQUAL) - CORNER COLUMN TO BE o 10 SQUARE HBdG PERMA T.FI _ __ _ �- N GA5T COLUMN #46382 Wl PROVIDED W SPLIT KIT A A 5QUARE FLAT GAP i BASE C ( U ` CENTER LINE OF I bxb P.T.POST WITH O '� (� C-7 C-6 6 P05T 2 HOUR FIRE RATED C-6 COLUMN TO BE PROVIDED DED NER C-7 I 14'-2" I I CAP ANCHOR 4 5IMP50N Z V bxb P.T.P05T WITH 14' 2 = 2 RE515TANGE WALL = I O S P 51MPSON BG52-3/b POST Q A55EM13LY Q W/SPLIT KIT I I ABU66 POST BASE(TVP - i o L GAP ANCHOR Q 51MP50N I - I -ALL GOLUMN5) o U D 2-0' ( 13-2' I I'-O" 14'-2" 0 14'-6" o i I'-0" 13'-2" 2'-0' ABUbb P05T BASE(TYP (2)3016 TR (2)301b TR • N p o -ALL COLUMNS) i COVERED 2)3050 DH p (2)3016 TR 12 d ALIGN TOP OF GOVERED I (2)3050 DH (2)3050 OH (2)3050 DH ciI � N PORCH 0 -0"HO HT 0 &'-0"HO HT 0 b'-0"HO HT DI 0 V-O"HO HT N z l.. i 5._b.. 5' 6 6-10 1'-4" 1'-8," 6'-10.. 5._b.. 5,_b.. - 'RANS 0M SII PORCH b.-T, 1 � Z v a 0 ALIGN TOP OF � �- O Q x�a M W c, I� 12 2 12 Iq N o U C) N , _ TRANSOMS N ( i u, = r_ 00 DI FW2 DI DI - - - -1(- - - 1 DI 1 - ❑ U co HO L - - JL - - - J I HD 1 0f co Q NII la I� — --� 1a 12 aqOIb TR V ` N� I DI I F -IF -1 DI DI o --1 = (2) 2X10 HDR 7--i Ib TR � b080 5L GL. DR Wr I I nz HD L - - - J L -� - J I HD 4 I _\ I r - a -1 I- - - - _1 m �"' — — b' ' 0 off (2) IS" IOELIGHT5 I r 9016 TR 2 2X10 HDR HD L - L - - - J I 1 1 L------------------------------------i I 6080 SL. L. DR W/ Ib TR ( ) e I I I I F/21 (2) IS" SID LIGHTS N 8,'-0"Ha HT I — I o (2)2X1 HDR o L J - - - - - - - - - 3050 DH r - - - r - - - , N \ / VAULTED CEILING L - - -�J a l-Iq— — _ —_—_ o F/21 n - - - - J HD \ // BREAKFAST - - - - - a HD o DI I 1 MC7 -JL- -j Q \ (2)2X HDR \ pl / AREA � 5.25"x II 111.LV HDR J F_ _ VAULTED CEILING - - - - - - -� _ - m U BREAKFAST \ la / 1 I4'-O" 4 2'-0" 4'-2" 3'-0" 14'-0" b" I- -I m HD 5.25" 11 1/8,„LVL HDR 1z AREA \ DI / I I 21 "G' o I 2&16 TRCIO - - -14'-0" - - - I 1 I 2852 DH Z m 6" 14'-0' 3 0 4 2 2 0 4 I 4 I " I 1 DI � � 'c5 L J &,-0..HD HT o O I I I 13-0 Y CEILING 1 1 a� 2852 DH® i 21 "c" I I I MASTER EDROOM I -- LL Ln &'-0"HO Hr L J vl I I " I I 1 I II PRE-FAB 0 13-0 Tim CEILING I I m I i D I VAULTS CEILING m I I I 1 o I Z I L--JI 6REA ROOM FIREP AGE O (Y'� A. Ii 3 i I 1 MASTER BEDROOM I I - I 4 I = VAULTED CEILING I Q I 1 w I I I I I 1 m Eli ❑PRE- ABGREAT ROOM L——J I z I VAU TED CEILING '- TEMP G DR5 -Z w FIREPLACE - I - KITCHEN 1 Q o z I 1 I I RA15ED HEARTH f- k1 VAULTED GE LING TEMP GL DRS I KITGH N oo I 1 J- -'- - - - - - - -J\ I RATS D HEARTH I I I 1 4" e-o" 5'-0" 3`�4" 4 6- 16-4 b I �- - - - - - - - - � / \ , �� (91-611 �� � � � � 4 `r � � I 28,16 TR 0 4 1 / 4.. 4„ - - - F-y AA 2' b' 16-4 4 3 4. 5-0' 5-d� �- �tt ry 1 &'-0aHD HT ry W im r�bb � � L_ J � 4 28,16 TR® 1 I _ o _ / ANO a' 0'CEILING 122&52 DH 1 I N � - - - q'-0"GEILIN6 WILL 4" -0" 4'-2"8'-0"HO HT L J s8 �WIGbd i CANTILEVERDI LIN. PANT. (2)2x12 FLUSH mq'-0"CEI ING I12 q'-0" I I I q'-p" DICANTILEVER PANT. 2 IN. 4\�� �s8 WI i WILL i INT RG PRTN CEILING tz 4 4 LINE OF 5EGONO I i II U ( ) L `, _ _ . _ .� _ _ , = FLOOR ABOVE LINE OF 5EGONO = q-0 1 ( `t CEILING L �TNJ " d m (2) 2X12 @ END VAULTED CEILING L J (3)2816 TR FLOOR ABOVE - 4 _ 4 I 22 X uo\ �� rz _ _ DINING AREA I I -I I (&�oBHP 52 HT i o - t7 - - _ INT RG WC 30 ATTI �� (3)2&16 TR® I ►- I r o ACCESS (3)2&52 DH L _ VAULTED CEILING (2) 2X12 END m _ HATCH "A"CANT' FJ 5D® 1 I I (2)266&BIFOLD DOORS I L J U 8,'-0"HD HT I I I DINING AREA v - - z � 3o ATTIG 10" SQUARE HB6 PERMA Z -' �� ACCESS WC �© q'-0„GEILIN6 �ss8 5D® �ss8 q'-0" I bb LOW(2)2X10 HDR m I i i I CAST COLUMN #46382 W/= w 1 2 26b&BIFOLO DOOR5 ® HATCH MASTER = _ CEILING ti I SQUARE FLAT GAP 6. BASE Q L _ I ( ) I I I 5D NO A GAUNT-1--F-J, I " u, = BATHROOM a ON 4R 21 "G' (3)2X6 1 I (OR EQUAL) - GORNER� U 10 SQUARE HBBG PERMA ry LOW(2)2X10 HDR �Vl b� q'-0'CEILINGPOST L J O m ®Sp �b ©EF11IL4" ! 10'-4" 4" 3'-4" 3'-10" 4" COLUMN TO BE PROVIDEDCAST COLUMN#46382 HU I II 1 8 GEILIN6 MASTERN — W/5PLIT KIT Q Q 5QUARE FLAT GAP d BA51E (OR EQUAL) - CORNER I I (3)2X6 21 "G = DN 14R BATHROOM - HD "' o GOLUNM TO BE PROVIDED l L J POST pl p 4" 3'-10" 4' 3'-4" 4" 10'-4" 4" o G�. � ITI 0 W/5PLIT KIT o"x TUB ° ( r Iq LHD a `�'T58 GL. _ _ = DI SHWR PAN " " o I GOVERED 5016 TR m r r o TUB „x NOTE S: p o i fORGH - (3) 2x6 HDR SHWR PAN I I 286& INSUL OR V LTED GEILINb , 3080 EXT IN5UL OR 1z m 5016 TR 19 COVERED I o " yyyy i 1 - 1 I 5'_4" W/(2) 12" '- w n n n n n co °T I� I I �� 5 - I TEMP. GLA55 45 MIN.FIRE ry FDYER SIDELIGHTS M o I- (o � tu (3) 2x6 HDR DI Rr PORGf 1 0 _ o RATED W/5ELF B GL051NG DEVICE I I I I 0 N N N M � � N CV B 3080 EXT INSUL OR IF 1 I I ° VAULTED GEIL NO PTN ON 2X4 b" " 1, " .- N N M M t0 T- M Uj 2868, IN50L DR- TEMP. GLA55 B 3 4 4 10 0 b C-6 r W/(2) 12" 5'-4" 1 I N FOYER = ' 45 MIN.FIRE PTN ON 2X4 C-6 I C_g KNEE WALL 2 2X12 FJ G02 bxb P.T.P05T WITH C-6 51DELIGHT5 c� RATED W/SELF KNEE WALL I I r Z - HD 51MP50N BG52-3/b P05T 4 3 4 b„ '- I CLo5IN6 DEVICE I I TWO GAR GARAGE I E a GAP ANCHOR b 51MP50N m 11 3 4 10 0 I I *4"PL.51AB(MIN.3500 P51 bxb P.T.POST WITH r 2 2X12 J. I I (__ AB%b P05T BASE(TYP T1TWO GAR GARAGE I I' GONGS REINFORGm WITH bxb, 51MPSON BG52-3/6 POST HD GOZ , I I 10/10 w w M. 1 5D® L V o ALL COLUMNS) m GAP ANCHOR 4 5b.f i e I *4"P.G.5LAB(MIN.3500 P51 * I WC 19 m SLOPE GARAGE SLAB DOWN 2" I 1 TOWARD5 6ARA6E DOOR UP 15R O = DI = cn GONW REIWORGm WITH bxb, I I fl ABU66 POST BASE(TVP I I 10/10 W.W.M. I I I i ¢ ' "TYPE"X"GYP BD ON 6ARA61E it b° 3'-&" 4'b" 4" -. EF©8,'-6" 6" 3030 AWN s z z z O z z co w ALL COLUMNS) o i L V J z v� w u ® *SLOPE GARAGE SLAB DOWN 2" 1 u.. � WALLS d GEILIN6 I O1111 1 � m � Q � � z O O O H O O m Iq (WC 5D I I TOWARDS 6ARA6E DOOR �i 1 I N * "TYPE'X"GYP BD ON INT OF m o p�o ID'-0"GEILIN6 ® 8'-O m a a DI Q �'158 * "TYPE"X"GYP BD ON GARAGE d I 5 I I cxi LIVING SPACE COMMON WALLS TO I m BATH #2 0 m w w w w w - 1 6ARA6E ^ I = w tY m U U U 3030 AWN b" &'-6"©EF `^ 4° 4'-6" 3'-&" b, o Iii * „TYPE"X"GYP BD ON INT OF u� I FW-2 I I� O i WALLS d GEILIN6 I j • ® &'-0"HD HT 10'-0"CEILING `� m LIVING 5PAGE COMMON WALL5 TO N I I iy77 ? e m m �8 - I I iti l 1 ss HD N m © BATH #2 = m 6ARA6E I I I L- 1� Q Ln I I INT BR6 PRTN q� o I I I 0 a 11 LINE OF SECOND Iq HD `� ��� `� I(� i I I FLOOR ABOVE I DI INT BRG PRTN 1 I b" -21 BATT5 1 I LINE OF SECOND I I 1 ) 1 = ENERGY NOTES v co, GL. B ®5D I FLOOR ABOVE i - - (4)2x6 P05T " 1_ it-0 GEIL NG � - ALL CONSTRUCTION SHALL COMPLY WITN THE 2020 ECCCNYS n tai " I; D/21 _ L r- _I _ J I� _ BEDROOM #2 0 1 1� RESIDENTIAL PROVISIONS. `LO = " (4) 2x6 P05T 1 6 (R-21)BATTS I I pl —L _ _ J L _ _ _ _ 6f �D = W a } II CEILING I I 4'`1 -' 18'-0" 12-0 6 2-b Q O U m - SEE SHEET T-2 ENERGY CODE NOTES IV 1101.10.1.1 - N 1104.1 a BEDROOM #2 _ I L _ �_ _ -J� _ �_ (3) I "X Ib"LOW `O 1 w w b 12-0 - - - J I&'-D" _L -' v 4" ® LVL GIRDER UNDER `� 1 w v ui HD21-bl „ 6 16010 OH DR BEARING WALL = p W O = Q ;fly 0 O Z (3) Ij"X Ib"LOW x _ HD Iq 5 I/4"x Ib"LVL HDR HD r r I LN LVL GIRDER UNDER N ® DI `o Iq O 2020 NYSRG- 62427.8 503.8 _ BEARING WALL - 16(710 OH DR _ DI N F/21 4 ( ) _ DI 1 W O u VENTING 515TEM TERMINATION LOCATION: �? ; Iq HP 5 I/4"x Ib"LVL HDR o DI o THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN INPUT OF i- HD 'v v C-1.1 r 10,000 BTU PER HOUR(3KW)OR LE55 SHALL BE LOCATED AT LEAST b"FROM ANY AIR OPENING INTO A BUILDING,AND SUCH AN 1 DI ❑ APPLIANCE WITH AN INPUT OVER 10 00 BTU PER HOUR BUT NOT C-1 1 DI 2 I DI I� HO SEAT I D HD APPLI A OVER 50,000 BTU PER HOUR SHALL BE INSTALLED WITH A a INCH = J (2)2XIO H VENT TERMINATION CLEARANCE,AND AN APPLIANCE WITH AN INPUT FW2 OVER 50,000 BTU PER HOUR SHALL HAVE AT LEAST A 12 INCH VENT - HD � SEAT Hp = r �� � , m z � 00 TERMINATION CLEARANCE.THE 130TTOM OF THE VENT TERMINAL AND (2)2X10 HDR DI L (2)3LI6 TR J DI o z THE AIR INTAKE SHALL BE LOCATED AT LEAST 12"ABOVE GRADE. _ - - - - - - - - - - - - w (2)3050 DH C7 DI L (2 3a v TR 1 la A C , 2 ® &-0 HD HT (� L �®8 DHT J CC7 DI CAg C-6 C-7 4'-p" 4�_p�� LINE OF UNIT 32 w BEDROOM#2 QS'TER O 4--0" 4'-0" I-O,. FRONT BAY G Ft0 f3 E q'Q 2020 NYSRG- 8312.2.1 1' 0' IN DWELLING UNITS,WHERE THE TOP OF'THE SILL OF AN OPERABLE 2'-6" &'-0" 2'-6" I6'-0"R.O. 1'-5" 1'-4" I6'-o" R.O. 2'-6" &'-0" 2'-6" WALL BEYOND �� T c \, WINDOW OPENING 15 LOCATED LE%THAN 24"ABOVE THE FINISHED I8,'-4" �� - y FLOOR AND GREATER THAN 12"ABOVE:THE FIN15HED GRADE OR 2'-6" 13'-0" f8'-&" 13'-0" 2'-b" 2'-6" ��� m OTHER 5URFAGE BELOW ON THE EXTERIOR OF THE BUILDING THE OPERABLE WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: 2'-0" 36'-&" 36'-4" 2'-0" \ Y7M CENTER LINE OF *OPENINGS THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE TO PASS THROUGH THE OPENING IN IT5 LAR6E5T OPENED P051TION. FLOOR PLAN TOTAL LIVING AREA = 2 013 50. ET. 2 HOUR FIRE RATED TOTAL LIVING AREA = 2 015 50.7FT.UNIT 3 2 UNIT 31 FLOOR PLANFALL PREVENTION DEVICES THAT G011PLY WITH ASTM F 2080 I RE515TANGE WAL (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO }�(OT it II; 2X12 EJ @ 16�� OG. ��_ �- �� - A55EMBLY - JOB NUM `l � Y O IZEIEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO FULLY MODEL C (FESCUE) 1/4 1 o LIVING AREA 1,5aa 50. FT. MODEL C (FESCUE) 1/411=11-011LIVING AREA 1,3aq 50. FT. OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING AREA OF THE GARAGE AREA= 3-150. FT. GARAGE AREA= all 50. FT. wlNDow UNIT To LE55 THAN 5.1 SQUARE FEET. COVERED PORCH AREA= 230 50. FT. GOVERED PORGH AREA= 250 50. ET. w 2016023 NOTE : EF =EXHAU5T FAN: GENERAL GONTRAGTOR5 AND 5UBGONTRAGTOR5 TO REVIEW THESE Q SHEET NUMBER NOTE R: ONE CARBON MONOXIDE ALARM IN NEW ONE I, , UNIT 3 2 UNIT 31 DUET CLUSTER.STAIR MANUFACTURER TO 50 GFM INTERMITTENT OR NOTE VAND THO-FAMILY DWELLIN65,TOWNHOInEs MULTIPLE LVL GIRDER GONNEGTION5: CONSTRUCTION DOCUMENTS UPON RECEIPT FROM ARCHITECT AND O_PRE-ENGINEERED ROOF HD= HOLD DOWN AND DWELLING UNITS IN GROUP R-2 DE51GN STAIRS TO MEET ALL © 20 GFM CONTINUOUS *{ pRY325 TO BE VENTED REPORT ANY AND ALL D15GREPANGIE5 INGLUDING ANY DIMEN51ONAL `Z NOTE: APPLICABLE GOOE5 AND r0 FOR ALL MULTIPLE LVL GIRDERS LA6 BOLT ALL WINDOW5 SHALL BE TR)55E5 W/ 12 MIN. HEEL BUILDINGS(GOND05 4 GO-OP5)AND UNITS REPORT ANY 015GREPENGIE5 TO OUTSIDE AIR PER CODE �� OFFERED FOR SALE,IN THE IMMEDIATE TOGETHER W/ I/2" BOLTS ® 2'-0" O.G. 2" MIN 602 CARBON MONOXIDE * ALL WASHER TO BE CONFLICTS, IMMEDIATLEY TO ARCHITECT FOR GORREGTIVE MEASURES FLOOR PLAN ANDERSEN 200 SERIES HEIGHTS (U.O.N.) 24 O.G. Q = TEMPERED VICINITY OF BEDROOMS,ON THE LOWEST AND CONFLICTS TO THE ® DETECTOR PROVIDED WITH DRAIN PANS PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. DIMENSIONS SHALL (MODEL C) (MODEL C) C � 3 DESIGNED BY TRU55 ENGINEER GLAZING FLOOR LEVEL CONTAINING BEDROOM5. ARCHITECT PRIOR TO STAIR FROM TOP BOTTOM, MIN. 4 FROM ENDS �D 5MOKE OETEGTOR BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. o FABRICATION. COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED 0o z ^ , W �■■,� o 11'-0" PL HT AFF. F-7 T----I— — — — — — — — — U I- 4L I- - - - - O v I I I I z V aL f 77—I— — — — — — — — —�—�—� I -O" PL HT AFF. q I-0 I I O = c`a 1% H' 4..d =; 1'-0" A I I I 1 i 11'-0" PL HT AFF. N o N } ■ V > rn /c- I oH. -7 C-6 I-- CENTER LINE OF I I z U cd�, to -� u,�Z — I I 2 HOUR FIRE RATED 11'-0" PL HT AFF. I I I RE515TANGE WALL I I I O `- x co I A55EM13LY I I i U = � `° co I 2 ❑ U M M FW2 I 11'-0" PL HT AFF, I I oH. c co I I Qo �- _ II'-0" PL HT AFF. OH. I � _ ( I IIII I - _ � I FRAMEOR r - IIII I o j�-7 i t O - - III \ i I -= - - IIII \\ �� I1 � _ - = = = _ _ _ € - �-I I I - - co = _ _ � _ _ _ = - -I I \ i I I I II \ III I I II IIII p � T7 IIII II I I IIII i I � I I I o IIII I I I 1 11 1 I I I I u- Ln IIII � T � I I I III I I I I ► r� -�� � ► ; _ o C� z (� r -1 _ I I I I I I IIII I I I I IL JI I I I I ❑ I I II I I III I I I III I� � I I I II � I � W _ I i I I I�- JI I I I I I I I I I III 1 11 III a I NO "R" I II III r � - I III I � I t o 0o I - 1 I II J II � II I I I sill I� � III L - � I � r ' l i l II I NOTE "R" I I I I III I � I I _ I �o a I i z � � i I �-- - - - - - - - - --� I I I I L - - LJ L � � - J 1--■I 0 II � I I I I I I I i \\ I _I I O L_L I I I I I II �- - - - - - - - - -� III �/ \ w .. W � J _ _ J i I I i \ 11 - - - _= 1 III c -� � - - - - - �\ III m V II I ❑ W O 4" 14" 5-0"1 1 3 10 15'-4 6 I-0 71 i - - - - oH. I- - - - - IS'-4" I'-0" 4° I I 13'-10"� 4 115'-0" 4 I'-4" I I I i (4)2xb P05T IIII OH. I I I INT BRG PRTN ROOF TRU55 GIRDER III =J � _ I I - - - - - - - - _ - �- — a IIII (4)2xb P05T '47 co F- II I INT BRG PRTN o TUB / IIII C ) - -ROOF TRU55 GIRDER- - - - RAIL IIII Z y TIB o � IIII RAIL \ b„ EF 4 I5'-2° IIII U III OPEN TO FOYER BELOW O — - a'-0"GEILIN6 b'-0"CEILING 50® � 1 II 4 �EF 6, BATH #3 LOFT —I DN 5R 15-2" -b RAIL - II III OPEN TO FOYER BELOW _ 4" b" III / 1150 8'-0"CEILING 8'-0"CEILING, 6" I b" 4 F ____= J DN 138 LOFT 6 BATH #3-1 { 3-2 -b" b-0 1 I RAIL L4" �� — — — — — — b 16'-0" 4_ 4 3'-2" I 8 - I I I eb� I 4� I I I I B C 6 4" 3, p„ b., 3'2.. 4' I g I I I Q C-6 w M o co of cfl (� oH. I I ILIA , 5D® ICL \� 1 I o 3 0 " N N M vi 1(61 � I � B I 1 I / o = 4.. 3' 2.. b.. 3' p.. 4" C-6 � _ I I I c-s I IC L I I I 1 �'° co - - - -' L - - - - - (2) 2"XV1 4" 2. b.. 3' p.. b..- - - — _ I I in z cn cn x x J C = � - - N r — T — I FLUSH a'-0" ILING I 1 z Z w w I III O O O � O O U Z � � BE)RC OM #3 I I I III > - g > > 6., 2,_b„ 4" a' 2, b (2) 2"x8"III I I I I IIII > > > W > > raoo a'-0" EILING FLUSHIl I II ( I _ %/ 1 J 1-0 11'-0" PL HT. II I I I I I I I I BEDR OM #3 I I 1 3'-0.. 11'-0" b.. 3. 0.. -I L=__ _- 1- J J oH. N 11'-0" PL HT. I r r — — ENERGY NOTES IOH. L ' -1 — — — —_ _ -I —_—_—_-� 3'-p" 6„ A II'-0" 6 3.0 o CONSTRUCTION SHALL COMPLY WITH THE 2020 ECCCNYS L — — -=— — — 1 ALL &'-0" PL HT �\ I I 10 z RESIDENTIAL PROVISIONS. I I I I III I � I I W SEE SHEET T-2 ENERGY CODE NOTES IV 1101.10.1.1 - N 1104.1 1 1 Q� I I / I \ / ® III N I I �-, — I'-0" I 1 8'-O" PL HT ( III (2) 2X6 HDR 2)2X6 H 1 l_ �,i m OR _ I � — � Q W 2020 NYSRG- 62421.8 ( 03.8) — J I I I 2xb HD (2)2xb HDR N — — 4 — — I I I LOWER PL HT. � TEM TERMINATION LOCATION: 3 2 DH 3052 DH I I I D W = VENTING 5Y5 T LOG _ — ( o III , l'-4" DHT l'-4" D HT n THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN INPUT OF LOWER PL HT. I 1 I I — — — — — — — _ _ _ _ — _ _ _ = 1 III'-b" F--"1 IOp00 BTU PER HOUR(3KW)OR LE55 SHALL BE LOCATED AT LEAST I _ OH. F-1 b"FROM ANY AIR OPENING INTO A BUILDING,AND SUGH AN I I I 305 DH 3052 O I I = 4 _ 1 1'-4"HD HT 1'-4" DHT I � I W n APPLIANCE WITH AN INPUT OVER IOp00 BTU PER HOUR BUT NOT I b I 1 _ _ _ I 14 o Q'-0" P HT AFF. I I 1 0 OVER 50,000 BTU PER HOUR SHALL BE INSTALLED WITH A 9 INCH OH 1 — — — — — — _ _ _ _ _ — _ _ — J VENT TERMINATION CLEARANCE,AND AN APPLIANCE WITH AN INPUT I I . a I_b OVER 50,000 BTU PER HOUR SHALL HAVE AT LEAST A 12 INCH VENT TERMINATION CLEARANCE.THE BOTTOM OF THE VENT TERMINAL AND I I I T-O" PL HT AFF. o FRAME I � O THE AIR INTAKE 5HALL BE LOCATED AT LEAST 12"ABOVE GRADE. OH.-611 — — — — — —T 7 1 i - - - - - - - - - - - - J OH. 2.-4.. 2. 4.. 01 2.4 2.4" 2'-4" 2'-4" 2._4.. 2._4., o 11'-0" PL HT. � m 7 - - - - - - z L — T— - - - - - - - -I 2020 NYSRG- 8312.2.1 II'-0" PL HT. L T 2 I0 Tz Q IN DWELLING UNITS,WHERE THE TOP OF'THE SILL OF AN OPERABLE WINDOW o — —_— J I 4'-a" 2'-b" 4'-8" Fw2 4'-8" 2'-8" 4'-8" O OPENING 15 LOCATED LE%THAN 24"ABOVE THE FINISHED FLOOR AND `�' o � � — ��— —� � GREATER THAN 12 ABOVE THE FINISHED GRADE OR OTHER SURFACE BELOW W 4' w G�sT E RFO ON THE EXTERIOR OF THE BUILDING,THE:OPERABLE WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: 3-0 12'-0 3-4' 3'-4 121-01113-D — �� T IT 2 UNIT 31 ROBER UN 3 ��- *OPENINGS THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE TO PA55 - THROUGH THE OPENING IN ITS LARGEST OPENED P051TION. �G m " FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F 20x0 C A CENTER LINE OF A C MODEL C (FESCUE) m " (THE WINDOW OPENING CONTROL DEYIGI=AFTER OPERATION TO RELEASE THE MODEL C (FESCUE) C-� C-6 2 HOUR FIRE RATED m; ,• ,' r z e Z CONTROL DEVICE ALL OWING THE WINDOW TO FULLY OPEN,SHALL NOT RESISTANCE WALL .0 Y REDUCE THE NET CLEAR OPENING AREA OF THE WINDOW UNIT TO LE55 THAN L ASSEMBLY °� o � SECOND FLOOR PLAN SECOND FLOOR PLAN ............... EWYo� 5:I SQUARE FEET. I LIVING AREA= 414 50. FT. 1/4"=1'-0" LIVING AREA= 414 50. FT. JOB NUMBER t ONE CARBON MONOXIDE ALARM IN NEW NOTE "5": EF =EXHAUST FAN: GENERAL CONTRACTORS AND SUBGONTRAGTORS TO REVIEW Iii 2016023 ONE AND TWO-FAMILY DWELLINGS, HD- HOLD DOWN MULTIPLE LVL GIRDER CONNECTIONS: 50 GFM INTERMITTENT OR NOTE ,�y,; THESE GONSTRUGTION DOGUMENTS UPON REGEIPT FROM W SHEET NUMBER INC UNITS IN NOS' STAIR MANUFACTURER TO DESIGN STAIRS TO - IPE LVL GIRDERS LA6 BOLT © 20 GFM CONTINUOUS • ALL DRYERS TO BE VENTED ARGHITEGT AND REPORT ANY AND ALL 015GREPANGIE5 UNIT 3 2 UNIT 31 DUETCLUSTER = TOWNHouSEs AND DWELL FOR ALL MULTIPLE GROUP R-2 BUILDINGS(GON005 $ ALL WINDOWS SHALL BE MEET ALL APPLICABLE GORES AND TO TO OUTSIDE AIR PER CODE INGLUDINC ANY DIMEN510NAL GONFLIGTS, IMMEDIATLEY TO Go-OP5)AND UNITS OFFERED FOR SALE, ANDERSEN 200 SERIES REPORT ANY DISGREPENGIES AND CONFLICTS TOGETHER W/ I/2" BOLTS 2'-0" O.G., 2" MIN, Got • ALL WASHER TO BE C (MODEL C FLOOR PLAN -IN THE IMMEDIATE VICINITY OF O y TEMPERED � MIN. 4" FROM ENDS ® GDETEGTORONOXIDE PROVIDED WITH DRAIN PANS ARCHITECT FOR CORRECTIVE MEASURES PRIOR TO (MODEL l 1BEDROOMS,ON THE LOl E5T FLOOR TO THE ARCHITECT PRIOR TO STAIR FABRICATION. OLAZINO FROM TOP BOTTOM, CONSTRUCTION. DO NOT SCALE DRAWINGS. DIMENSIONS 5HALL J J 4 LEVEL CONTAINING BEDROOMS. �D SMOKE DETECTOR BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. o COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WOOD ROOF TRUSS SPECIFICATIONS: I6'-2"GABLE WIDTH ^^ '' 4 WATER SHIELD PER NOTE: 5/8 INCH THICK ROOF SHEATHING IS TO bxb P.T.P05T WITH H W INSTALL ICE Z MANUFAGTURER'5 5PEGIFIGATION5 TO MAINTAIN BE USED, WHEN ROOF TRUSSES ARE SPECIFIED 51MPSON BG52 3/6 P05T bxb P.T.POST WITH w PRODUCT WARRANTY AS THE ROOF FRAMING MEMBERS. 16'-2"GABLE WIDTH GAP ANCHOR 4 51M05ON CAP A N ANCHOR 4 /b P05T - E AB%b P05T BASE i`TYP GAP ANCHOR 4 51MP50N Q ° U NOTE: ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING = -ALL COLUMNS) ABUbb P05T BASE(TYPMN5) — — — — �TTiER WHEN THE AIR ROOF DECK o � -ALL COLUMNS) p u APPLY IGE 4 WATER 5HIELD IN FAIR WEP LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN - o _ _ _ _ _ AND MEMBRANE ARE AT TEMPERATURE5 OF 40°F (50G) OR HIGHER. PER SECTION 1605.3 OF THE BUILDING CODE. Z U CENTERLINE OF 2 HR FIRE —(3)2X�P. . — D 0 O_ N PRE-ENGINEERED ROOF A55EMBLY CARRIED THRU U '~' m C A RE515TANGE RATED WALL A C I ' — I F- .}�.� � � TRIn5E5 PER TRU55 MANUF 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE _ _ - _ _ _ C-7 C-6 C-6 11'-0" PL HT. D •rI o o rn STRESS DESIGN: —on (3 x8 P GIRDER I ATTIC TO UNDERSIDE OF �I 12 ' 12 I7 Of .2 �,N D (EQUATION 16-8) , ROOF 5HT6.-TYP I-o 51MP50N STRONG-TIE D + L (EQUATION 16-9) II'-0" PL HT. I q I— q I ( I-o' z � 2�Z - OH. Z 'S �n MT5 5TRAPPIN6(LEN6TH5 VARY) D + S (EQUATION 16-10) I I I_ I , Q wo m 4 12 tD OH. N i n� v GONTINJOUS WALL SHEATHING TO D + .6W (EQUATION 16-12) I'-o" I q I— o q '� I'-o" I �I = r- �' co HEEL - OH. (Y I OH. I I V M - 00 Ta' TRU55D + 0.75 (.6W) + 0.75 S (EQUATION 16 13) I v, IX II'-0" PL HT. I NO "R" ,� HEEL HEIGHT VARIE5-5EE TRU55 DRAWIN65 FCR D = DEAD LOAD, L = LIVE LOAD, S = SNOW LOAD, W = LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL { HATCHED AREA INDICATES Q o I I I N IL ACTUAL HEEL HEIGHTS �I ,� LOCATION OF FIRE RATED ROOF BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30 �, NO "R" 11'-0" PL HT. 4 WALL SHEATHING,4'-0"FROM 11-0 PL HT. I NI OF ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND �) 2 SPEED (101 MPH BASIC DESIGN WIND SPEED) IN - I N I o o C-1.1 ALIGN FASCIAS oH. EXPOSURE CATEGORY B. �' I II'-0" PL HT. 12 /1A I2 S„ VARIE5 ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE - - - - - - �� �_ Ip ALIGN FASCIAS C_1.1 FRAME ,, _ FOLLOWING DESIGN LOADS ( I // // - O \ �� TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND / Lj � - LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD I _ UP LOADS AS REQUIRED BY ASCE7-10 , TCDL = 15 — C�UTTER PSF, BCLL=10PSF, AND BCDL = 10 PSF. PROVIDE 2 ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE Z _ ' j////j /j/// — — --� O 8"FA56IA BD �� BI-4 NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD / 12 I2 U \ //jj q r— —�q o DEFLECTION OF THE LESSER OF L/360 OR .75". - LL Ln 12 12 TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO q I I q // /// ///// / Gs -°� O C� VENTED VINYL SOFFITARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR ( �,; s/- ,rz� Z � T --K4 < TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL o �� ://j%j j% /j%/j jiv INCLUDE THE FOLLOWING INFORMATION: �, "`� I ///// /////// TRAY GEIL. INI,BEARING �`� 1. DEPTH, SLOPE (IF ANY), SPAN, AND SPACING. W�LL BELOW W 2. LOCATION OF ALL JOINTS. I I I I / /j j/j j//j// I I I 6" 3. REQUIRED BEARING WIDTHS. I' Q� INT.BEAR( G TRAY GEIL. ////// ////j/ I I OH. LEADER TO DRYWELL- TYP 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. F L WALL BELOW �////j// i j///// � 4.2. TOP CHORD DEAD LOAD. 4.3. BOTTOM CHORD LIVE LOAD. 0H. 4.4. BOTTOM CHORD DEAD LOAD. R POINTS OF I NOTE "R° 4.5. CONCENTRATED LOADS AND THE( APPLICATION. I ( o0 o % —1 J W 4.6. CONTROLLING WIND LOADS. I I r /j%//%/ /j/ /j// I U)1 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR L- 1 DESIGN VALUES FOR CONDITIONS OF USE.DETAILFORCE AND DIRECTION. L 6, EACH REACTION F 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, NOT TO SCALE � � "�/% /i THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION // // // / 7 I C- 5 WHERE /// //X/ OF EACH JOINT CONNECTOR EXCEPT I — — // SYMMETRICALLY LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 / / I U - - - / //N / NOTE o GA MIN THICKNESS GRADE A GALVANIZED STEEL - - / ;/////// // //// < -1 L— U INSTALL HALF of PLATES. I s //� //// ////// - (� p FASTENERS® EACH /// /// // //// I II I (3) 2Xb P05T P' END OF STRAP 0 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH i / / / INT.BEARING Q MEMBER. /j/ / ////// WALL BELOW � ////// / / // i ROOF TRU55 GIRDER cn o ® 9. CONNECTION REQUIREMENTS FOR TRUSS TO _— — I / // - /� �J�/ J/fj�/�//�J//�/ //Jff/J/%Jff�j��j / _- - - - - - - - - ( ) GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD (3) 2X6 P05T / Z v o ®,a INT.BEARING oomo;ry SPLICES. w 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. ROOF TRU55 GIRDER WALL BELOW " oa - - - - - - - - L�/� / /� I I II 0 PL HT. j ° 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS I MEMBERS. I I 1 - - / / - - - TRU55 DCBE W/VENT I2 ° ° �� III /. I I III I o 12. REQUIRED PERMANENT TRUSS MEMBER BRACING IP-O" PL HT. 0' ° ° ° -�srl LOCATIONS. I III TRU55 RIDGE W/VENT o °O° 12 * TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH 3 2Xb POST ° ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND / / // // I ( ) 51MP50N STRONG-TIE MANUFACTURE OF METAL-PLATE-CONNECTED WOOD I.O I III I I / �� // I I - - - - — HTSsT�irr6 TRUSSES SHALL COMPLY WITH ANSI/TPI 1. THE TRUSS OH. I I I �/ // o/ j� I I IIS -If 14-10a DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY (3) 2Xb P05T I / / / �� // ,� I III- - - - NOT" IOH.. (TOTAL) A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF \ OH. NEW YORK. - - -{ I I '/ / j/ ,�Y /i - - - s * ROOF TRUSS DESIGNER TO ADJUST HEEL HEIGHTS, - - - - - - - - s O_ —NOTE R I I I ,� Ill I-b � - - - 111 �/ / /�� / - � �� � - - - - - - � �li y/A � i � Q N N N fM h � N N � USE IN COMBINATION ONLY DETAIL 2 OVERHANGS, AND ROOF PITCHES SO THAT FASCIAS AND OR I - II I B \ '/ // / I -�� I �— �� Q o N N M M M RIDGES ALIGN AS SHOWN ON ELEVATIONS AND SECTIONS. .T`e I— - - -I /// / - - - Jl ` ' °`:. : L B * TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH O �� _ - - - -___ - -J -6 / // �/I , �' I I ,�I ..; C-6 WHEN 5TUD5 AND�RAFTER5 — �, �, SII— —r` — — �� / t/ � L _ _ C) THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT I ...... _ ,�- I I / II . u Q N -I. .. I al— — — — // / �I = I 1 DO NOT ALIGN NOT TO SCALE C- 5 WOOD MEMBERS CLAMPED IN RIGID FIXTURES DURING B - cD RE TIGHT FITTING JOINTS. � ~ � � � I I � � / I� /� �// �/ B � ` N ® L - � II ASSEMBLY TO (NSU C-6 w o aL - - - —I I O 1; //j // C-6 I - -c>J 11 0 * IL :. : - I o // z III — — // / / /// L _ — TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER , o :.::::: :o r / % ; _jL �{{ I { o N z . .........::. I C I ALIGN WI TOP- 7 r ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. k II_ _ I N ® // // /� [:: : - L li( / / % GHORD5 OF r- THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND o rl _� _ _I 1 _ _ _ _ _ _ / .�I'� ROOF TRU55E5 I METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR - NL , ' FII L - - �A/ / //% / I - - - -!� o I 0 0 0 ° o o z SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN O - -T- r - - // !/j �� I I F C I o c_n in v_> j in g ? j 1 DESIGNED AND INSTALLED TO PREVENT ROTATION AND -I hr _ ��+ _ I I I I ALIGN WITH TOP f ///` / w, I I �' J I F o = w w w w w PROVIDE LATERAL STABILITY IN ACCORDANCE WITH �C _ oI- - - - I HORD51 TOP /I �j / i NOTE _ ° ACCEPTED INDUSTRY PRACTICE SUCH AS THE SBCA CHORDS OF % // �' I „R„ w m v v v SAFETY INFORMATION BCS( GUIDE ° Q - - - I I ROOF TRU55E5 ROOF TRU55E5 / / // / /// bxb P.T.P05T WITH m 1 BUILDING COMPONENT SA ( ) n ( L _ I I INT. ARING / 5'-8 I 5 8 I I-0 51MP50N B052-3/6 o TO GOOD PRACTICE FOR HANDLING, INSTALLING & Q o " I I I I X / /// i^!Au`PEI I \,"�' ' OH. P05T GAP ANCHOR N I I I BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. - NOTE I I I / / 1 I �� I J 4 51MP50N AB%b bxb P.T.P05T WITH " � � � P05T BASE(TYP- I * PROVIDE APPROPRIATE CONNECTOR AT BEARING POINTS 51MP5oN BG52-3/b I-0 I I� I I I 5'-8 I b 5-8' //I I �' I �� ALL COLUMNS) i OF ALL ROOF TRUSSES TO RESIST UPLIFT LOADS SHOWN P05T GAP ANCHOR OH. ' ss I INTIEr�RIOW �, / /� I CAH. ® — 2 HR FIREWALL BELOW ROOF - NOTE: INTERSECTING ROOFS ON TRUSS DRAWINGS. 4 5IMP50N ABUbb I I // WEAVE ROOF 5HINCGLE5 AT GARRY TO UNDERSIDE OF * ( /I /j/ / o " TRUSS MEMBERS SHALL NOT BE CUT NOTCHED P05T BASE(TYP- �' HIGHEST ROOF SHEATHING - i bl' ( I/ / / I I NOTE °R„ II-0 PL HT. Z INTER5EGTION OVER IGE 5HIELD �,P DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY ALL COLUMNS) — � ® OT ( I I I I - w U MEMBRANE - GARRY MEMBRANE MIN. 24" I I WITHOUT THE APPROVAL OF A REGISTERED DESIGN I f I I 12 12 12 12 1 I_O" 2 0 OUT IN ALL DIREGTION5 OF I N I PROFESSIONAL. �!. //�" / 12 12 I I OR O U m INTERSECTION I� * THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS II'-0" PL HT. ° NOTE "R" I I �/ //� �// = AND METHODS OF ERECTING THE TRUSSES. THE I I cv W Lu i I Z I'-O" I 12 12 12 12 / / _J-_ J__ I I ~ Ll > v ni z Lu< CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY ^^ '. 1112 —1 12 12 —11 // / / _ - p W h--� _ Lu J ! I Q BRACING HAS BEEN DESIGNED AND INSTALLED FOR THE OH. 1 - I. /j/ / j j ' = ROOF BREAK 64' PL HT Q f I INSTILLATION OF THE TRUSSES. NI z CA / ° I U o 1 o I- I --L -L- / /// ° 12 12 I CZ_') ROOF TRU55 — / /// / //' // N r PL HT _ _ _ // / / j PL HT — N ® w _ I �n ROOF BREAK i // / / — � I w O _ 1 HIP RAFTER, q 12 12 q 8' / 51MP50N HGP HIP SEE PLAN OH. I N ® NL ', � BREAK � o = ,_ " � - s ! I i CORNER TIE 411 ° 11'-0" PL HT. G 6 z I'-b" \Q I --� / / 8.. I I NOTE "R" o 1 l" OH. I '� NL �s I o = .�* i%//�/// FRAME OH. r s q-0 PL HT, c� m ( J� y I 111-0" PL HT. N ° // /// OR —T _ — — z ° ° "Rif // // II-0 PL HT. — — II'-0" PL HT. Z ! I ° NOTE R I'-6" „ oH. q'-0" PL HT. — N rn o m 11'-0" PL HT. — � w S�EF2Ep 11'-0" PL HT. � �o p ��paER 1 O O I TC = A C r.* r z -I � ° GENTERLINE OF 2 HR FIRE s 7 ` RE515TANGE RATED WALL EXTERIOR WALL. UNIT 3 2 A I ATTG O UNDERSIDE Old UNIT 31 DETAIL 4 ROOF WEAVE 3 _ ROOF 5HT6.-TYP , TOP PLATS HIP MODEL C (FESCUE) G-' 6 MODEL C (FESCUE) F w�° DETAIL NOT TO SCALE C — 5 GONNEGTION C' S f .............. ', B NUMBER GUTTER5 4 LEADER5 NOTE R: 2016023 I N5TALL IGE AND w ALL GUTTER5 $ LEADERS SHALL BE BAKED WHITE ALUMINUM .032" NOTE 0: NOTE 5: PRE-ENGINEERED ROOF UNIT 3 2 UNIT 3 1 DUET CLUSTER, Q SHEET NUMBER WATER SHIELD PER ROOF PLAN MIN. GAUGE, GUTTERS SHALL BE 5 SEAMLESS, O.G. STYLE W/ ALL PRE-ENGINEERED OVERLAY PRE-ENGINEERED SCISSOR TRU55E5 W/ 12 MIN. HEEL = MANUFAGTURE'S ROOF TRU55E5 @ 24 O.G. HEI6HT5 (U.O.N.) @ 24 O.G. C (MODEL C ROOF PLANRELATED � REQUIRED AGGE550RIE5. LEADER5 SHALL BE MIN. ROOF TRU55E5 ® 24 O.G.SPEGIFIGATIONS TO (MODEL 1 1Z 2"x3", .027" GAUGE W/ CLIPS 4 ANCHORS. CAULK i SEAL ALL MAINTAIN PRODUGT DESIGNED BY TRU55 ENGINEER DESIGNED BY TRU55 ENGINEER DESIGNED BY TRU55 1/4"-1'-0" J J (D JOINTS. PITCH GUTTERS MIN. I/8"/FT. PROVIDE P.V.G. REGEPTOR5 HARRANTM ENGINEER w b" ABOVE GRADE TO RECEIVE LEADER5 (GL05ED GAP DE516N). p COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED OPTION#1 2020 NY5B6 5EGTION 7066-EXGEPTION 4: 48"MIN 48"MIN tq ^^ 11 OPTION# GN 2 2 HOUR FIRE RATED RE515TANGE WALL A55EMBLY MAY TERMINATE Z ®o W AT UNDER5IDE ROOF 5HEATHIN6 2 G-RUNNER TRAGK2"-CAULK FOR IF FIRE RETARDANT TREATED 2020 NY5BG 5EGTION SECURE RODE SFATHING TO G-RUNNER TRACK 5HEATHIN6 I5 IN5TALLED FOR A 015TANGE OF 4'-0'ON BOTH SIDES 106.6-EXGEPTION 4: OPTION#I WALL RATING - 2 HR' OF 2 HOUR FIRE RATED RE515TANGE WALL A55EMBLY 2 HOUR FIRE RATED RE515TANGE SMOKE TIGHT JOINT OVER FINISH RATING - 120 MIN. WALL A55EMBLY MAY TERMINATE AT METAL ED6E FLASHING OPTION#2 O � V STC RATING - 6< (SEE ITEM 7) 48" 48" THE UNDERSIDE OF ROOF NON-RATED SHEATHING PROVIDED THE ROOF 15 5EGURE WALL 5HEATHIN6 TO Z C., 0- s PROTECTED WITH 5/8"TYPE 'X" G-RUNNER TRACK TYPICAL ROOFING z0 ^ 1 (D S -Exx i GYPSUM BOARD DIRECTLY BENEATH ROOF TRUSS �,W v U THE UNDERSIDE OF ROOF 5HEATHIN6 UrMME4 -0 5 AND 15 SUPPORTED BY 2"LEDGERS RAKE BOARD-TVP = • N o ATTACHED TO THE 51DE5 OF ROOF - - --_ - - - - +_' N >- 21 STUD TRAGK AN FRAMING FOR A MINIMUM OF -- ------ - __ - ! + 2 N K FOR SMOKE TI H OPTI N #2 TYPICAL 510IN6 ----------- ---- U) V z {ay,, 1 { . DISTANCE OF 4'-0"ON BOTH SIDES x x Z /' ``• \ ! J I T OVER OF 2 HOUR FIRE RATED RE515TANGE 'T : Q w c) ,/y '`\ ' ••t$'', ROOF U55E5® 24"O.G. WALL A55EMBLY.ALLOW NO HIDDEN METAL FLASHING: O 2 4 r...•.....•..,..,..... ' •,•• . ........-•--•-----••= 2x TUDS CONTINUED TO UN IDE 12"VERTIGALLY d 12 HORIZONTALLY _ - � I­---­­­'­'­­" _- ...r..,, .,......:..... ,,, :.:,:, .,..,.. ,.... - --........... ., ,.,,. OPENINGS IN ROOF WITHIN 4-0 OF 2 ti 00 _T___.. 1.__numnummnrv.ew,.ev.,....,. O R SFfEATHING �. .. ..... -..............................--,n. ...... --- ......: _;___..- ...:---. ------- . ...--, HOUR FIRE RATED RESISTANCE WALL 2x4 LEDGERS W/ ❑ M Cl) I..... .-n ` _ A55EMBLY EACH SIDE.MINIMUM N#i m ``,a ;:.;, k, • I AI SPACE EA. 510 GLA55 B ROOF 5HIN6LE TO BE OPT'#2(TVP) (� ti • :�..c1 is `� ��=�' � ,�:'.�`. .,! �'� OPTION#2 � 2"x2"x2y"LONG ^�` `, �` •ti r:•^ -'`...� INSTALLED - a �``' ___ __- `+•YY+vv ---.},1 •---..._........... .. O6 ALUMINUM MWIN5TALL "TREATED PLYWOOD 5HTC, BREAKAWAY GLIP5 , JFOR MIN 48"OUT, IF LOWER ROOF 15 a................. ,` " QR S�'1'� Y: �p� r .r `,.. ,. C�YP. BD. OR MINERAL 30"B HIGHER ROOF 5EGURE ROOF S WOOL FIRE BLOGKI LE55 THAN ELOW SHEATHING TO TRUS •,� TYPICAL ROOFING �- - CONFIGURATION A 3 I/2" (R-I3) BATT ASW CLIPS OR .D/o3 USCF - - -- -_ - - - - ALUMINUM z - _ 063 USG 'I -----------T 'f -------- BREAKAWAY GLIP5 O ALUM ANO�LE (LIPS x� Lx x� EXP(.)S :D TC)171RE. E'1Z{�M AREA 4}:i11AK TICIN-k1E T..�.SME:ONLY---._,_•...,....,,----'� -' ...------- .........._.. _..- - I„ AIR SPACE DOUBLE H-STUD TRACK I"AIR SPACE I"AIR SPACE � �; _ ;, �� 5GREWED BAGK TO BACK r-�• ^� :, (2) PIECE5 6.P.T GK I"FIREGUARD I/2"GYP.BD F j y ry ) 7,_rC, / 3 J.. ' ' ' r `,, TYPE "XII 5HAFTLINER TER PROOF i f r FLOOR5AND- �,. � '; ':, INISH ON BOTH \ ` _ BACK TO BACK GEILIN6 W/YP. BOARD OR MINERAL ..�..::--^....... BOARDS W/FIBER6L F '' _www-_---- ---=www O wwww a i �wwwww;www-w_w-w_ wx s --=�-wwwwwww N....,,,,,., y SIDES AND EDGES U ........... �;; •, I U�?; �, ,.�,v� I" AIR 5PAGE WOOL FIRE BLOCKING r. t.. O LL ' III 2 H-STUD TRACK .... -�. 1. r---........... (2) PIECES G.P. TOU6HROGK II FIREGUARD TYPE IIXII 5HAFTLINER, ~ m -;,•„•. ................. -_. }_lr„r_............ .,;_,........-'_-__-. �.��-._.__,•,. O I t 4 �-� L WATER PROOF BOARDS W/ = 2x4 P.T. SILL PLATE IN �� ' i,``` } •':� r a�- FIBERGLASS FINISH ON BOTH SIDES Z ,. ,. FIRST FLOOR ❑ _ _ -=---�'--== Y ....: `�.�r ..........-._,_....,.,,:i z.........n.n nl AND EDGES .............. .. . ...•..�,�,,,.;.; ..--...._. ..........._............. W 3 F l l `� }AC`s ';, ., r r, 4`.� 3/4" T$6 05B - - `' , -- - OPTION I SUBFLOOR - GLUED 8 RIM J015T PER FLR J015T MANUF. # `' ! }-`` 5GREWED - RUN - 2020 NY5BG 5EGTION 106.6-EXGEPTIO�N 4: GONTINUOU5 BETWEEN -M = - J015T5 PER PLAN FILL I"CAVITY AT FLOORS AND GEILIN6 W/ ROOF TRU55 2 HOUR FIRE RATED RE515TANGE WALL A55EMBLY MAY � ' CiLTR1 " •10 +� t. PLATES AT EXTERIOR C`-;* GYP.BOARD OR MINERAL WOOL FIRE TERMINATE AT UNDERSIDE ROOF 5HEATHIN6 IF FIRE RETARDANT WALL = (2) 2x4 P.T.SILL PLATE BLOCKING 063 USG ALUMINUM TREATED SHEATHING IS INSTALLED FOR A DISTANCE OF 4-0ON BREAKAWAY GLIP5 BOTH SIDES OF 2 HOUR FIRE RATED RE515TANGE WALL A55EMBLY O w ' FROM NTI.MR';IDE J:X11()Sr.D TO FIRE ................................ ...................`..... .•_ .._....._... _ II II W UJ .�;4„ �, � .�; (R-I3)CLOSED CELL 5PRAY FOAM IN50L ,p ANCHOR BOLTS (14 LONG + OPTION#2 z::,..: �� S�rrt�:l ^���^^ ^� r1iR S�'11`.E ' •'•• :•• --� W^ - Ef ;Fr C:F ALON6 INSIDE FACE OF FND.WALL5-FULL HT .,;; ° .`;` 3" HOOK,5" MIN EMBEDMENT) OR 2020 NY5BG 5EGTION 10bb-EXGEP>-ION 4: "' I i OR DRAPED BLANKET INSULATION ° " " n 2 HOUR FIRE RATED RE515TANGE WALL.A55EMBLY MAY TERMINATE AT wA RA®24"o�'3 x3 X 2 HR FIRE RESISTANCE m L THE UNDERSIDE OF ROOF NON-RATED SHEATHING PROVIDED THE ROOF ' < " -- . Ir' 15 PROTECTED WITH 5/8"TYPE "X"6YP50M BOARD DIRECTLY BENEATH F r 1 �,f,++%r! `' i ti r +j + (U #4 HORIZ.REBAR THE UNDER5I0E OF ROOF 5HEATHIN6 AND 15 5UPPORTED BY 2" ❑ h♦y (� it`` `i i!C I .�.,h Ir;..!`.y�, .�.'�,`\+3 I+�'• lr.:�.� i ��_\ RATED WALL ASSEMBLY DETAIL y ; ,, I (I)#4 HORIZ.REBAR 0 MID BASEMENT } � � LEDGERS ATTACHED TO THE SIDES OF ROOF FRAMING FOR A MINIMUM ; `i `' --"''' ` HEIGHT OF WALL STORY v 4 OF 015TANGE OF 4'-0"ON BOTH 51DE5 OF 2 HOUR FIRE RATED SEE CLUSTER FOUNDATION PLANS FOR LOCATIONS ZA `r/.: ;i ;`'•` 'ti ~:'' - e �F112 RE515TANGE WALL A55EMBLY.ALLOW INO OPENINGS IN ROOF WITHIN �� 4'-0"OF 2 HOUR FIRE RATED RE515TANGE WALL A55EMBLY EACH ;,j. �`ti}S..I X''yS N.T.S. 1 n �./ �' ``�, N."% �`,`+ti'� �' •fit�rs t'�! 12" FOUNDATION WALL ON 24"x12" TYPICAL BASEMENT SLAB SIDE.MINIMUM CLASS B ROOF SHINGLE TO BE INSTALLED. `••.j,```' , '•' P.G.FOOTING *4"P.G.SLAB(MIN.2500 P51 - .�` `�`• ``•. ° ° GONG) H i�.'', 1�:`,y:�; '�~ w„ �..�• ,\�L--;•--'""w'""'""'sY�! �--d.: 1, :'•.y,'.`y-3�' .. v - �.006 MIL.POLYET'F�LENE 5TG Rr4Tl NCS I Q OPTION#I ° *T ( IRE RESISTANT 2020 NY5BG SECTION 106.6-EXCEPTION 4: � LL TO a5S5 DENSITY POR BARRIER AMP FI USG BROCHURE 5A100 F 2 HOUR FIRE RATED RE515TANGE WALL A55EMBLY MAY TERMINATE AT # OPTION 2 '' %•t' ''`1 " +'"` `""`� I ',' `,t�;` f'• ' : '{ `i^• ° ° ° e A55EMBLIE5) UNDERSIDE ROOF SHEATI•fING IF FIRE RETARDANT TREATED SHEATHING Z �'t,::: v ° 2020 NY5BG 5EGTION-1066-EXGEPTION 4: t ,','tir d v v 2 HOUR FIRE RATED RE515TANCE WALL •y r,;, �•-•.'•• , •,,•y �.,,. ;'• ,: .� �.•""-."•+•• ° PAGE 22 (AREA SEPARATION WALL W f }. -IN 4 J : ' 15 INSTALLED FOR A DISTANCE OF 4-0 ON BOTH SIDES OF 2 HOUR ••` \`J : ±1�,' :"AlI� ^ `:' v Y ASSEMBLY MAY TERMINATE AT THE ,....,,,.A. _ * .,.`''ti:f `>\;nx 5Y5TEM5) FIRE RATED RE-515TA14CE WALL ASSEMBLY e 4 TEST#UL DES 0347 4b 4b" 48 UNDERSIDE OF ROOF NON-RATED O 5HEATHIN6 PROVIDED THE ROOF 15 HORIZONTAL #4 �' v ACOU5TIGAL PERFORMANCE = 5TG 60 PROTECTED WITH 5/8"TYPE "X"6YP5UM ° ° e TEST#RAL-TL-88-350 v BOARD DIRECTLY BENEATH THE a v BA5EO ON 2x4 FRAME WITH MIN. 3 UNDERSIDE OF ROOF SHEATHING AND IS MINERAL WOOL BATT AT EACH 510EXA SUPPORTED BY 2"LEDGERS ATTACHED TO SEPARATION WALL: (Max Height - 66 ft) THE 51DE5 OF ROOF FRAMING FOR A 2 HR FIRE RESISTANCE SECTION 1206.3 OF 2020 NY5BG- WALL5, 2'! H STUD TRACK AN MINIMUM OF DISTANCE OF 4'-0"ON BOTH 1. Floor, Intermediate or Top Wall -- 2 in. wide channel shaped with I in. long legs formed from No. 25 M56 gain steel, secured with suitable PARTITIONS AND RATIN GEILIN6 51DE5 OF 2 HOUR FIRE RATED RESISTANCE CAULK FOR SMOKE TI H OPTI N #2 RATED WALL ASSEMBLY DETAIL ASSEMBLIES SEPARATING DWELLING i WALL ASSEMBLY.ALLOW NO OPENINGS IN fasteners spaced 24 in. OG. UNITS FROM EACH OTHER OR FROM JblI T OVER ROOF WITHIN 4'-0"OF 2 HOUR FIRE RATED p 2. Metal 5tud5 -- 5teel members formed from No. 25 M56 aiv steel having "H" -shaped flanged spaced 24 in. OG; overall depth 2 in. and FW2 PUBLIC OR SERVICE AREAS SHALL HAVE 2x4 5TUD5 CONTINUED To IDE ROOF 55E5® 24'O.G. MINIIMUM CLA55 5 ROOF 5H NGLE TO B g N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOCATIONS A 5TG OF 50 OR MORE. OF R F 5HEATHING 17 1717 r 5TANGE HALL A55EMBLY EACH 510E. n " ^ ^ 7 co - 7 flange width 1-3/8 In. - WALL SYSTEM UL# U336' _ NSTALLED. w i- n o r- '' '- co of '' c2 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 SEPARATIONPROVIDED 5TG 60 I AlAI 5PAGE EA. 510 16 into "H" -Shaped studs. TEST #RAL-TL-88-3 50; STC = 60 G6G ING -- Type 5LX. TYPICAL FRAME WALLS (2) PIECES 6.P.TOUCHROGK I UNITED STATES GYPSUM GO -•- Type 5LX FIREGUARD TYPE X SHAFTLINER, GYP. BD. OR MINERAL U56 MEXICO 5 A DE G V -- Type, 5LX. Ne UNRATED WATER PROOF BOARD51^U WOOL FIRE BLOGKI WINDOW FIBER6LA55 FIN15H ON BOTH 51DE5 AND E06E5 ASW CLIPS OR .O(0 USO Z cn x x PROTEGTED WALL: (Bearing or Nonbearing Wall) ALUM ANGLE CLIPS 0 0 0 ° 0 0 g z a s ( � 2 HOUR FIRE RATED RE515TANGE AIR SPADE DOUBLE H-STUD TRACK w w w W w w 7p to CL a � � 4. Wood 5tud5 -- Nom 2 by 4 in. max spacing 24 in. OG. 5tud5 cro55 braced at mid-height where necessary for clip attachment. Min 3/4 in. _ __ WALL A55EMBLY 5HOWN HATCHED separation between wood framin and fire separation wall. I 5GREWED BAGK TO BAGK p g 4A. Steel Studs -- (A5 an alternate to Item 4, not shown) -- For Bearing Wall Rating - Corrosion protected steel studs, min No. 20 M56 2020W-ca,-M-WRIZONTALOONTIMATr: DOUBLE H-STUD TRACK 5GREWED FILL i" CAVITY AT FLOORS AND (0.032q in., min bare metal thickness) steel or min 3- 112 in. wide, min No. 20 656 (0.036 in. thick) aiv steel or No. 20 M56 (0.033 in. thick) F,RwALLssHAu eEcorinNuousFROM BACK TO BACK CEILING W/GYP. BOARD OR MINERAL g - N EXTERIOR WALL TO EX-TRIOR WALL I AIR 5PAGE WOOL FIRE BLOGKIN6 W H N primed steel, cold formed, Shall be designed in accordance with the current edition of the 5pecificotlon for the Design of Gold Formed Steel _ - Structural Members b the American Iron and 5teel Institute. All design details enhancing the structural integrity of the wall assembly, including UNRATED 2" H-STUD TRACK 5TG R,4TING y g g g y y g WINDOW I (2) PIECES G.P. TOU6HROGK I 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 „ I, USG BROCHURE 5A100 (FIRE RESISTANT EXCEPTION #2 FIREGUARD TYPE X SHAFTLINER, 2x4 P.T. SILL PLATE Z W applicable local code agencies. The max stud spacing of wall assemblies shall not exceed 24 in. OG. Studs attached to floor and ceiling UNSPRINKLERED BUILDINGS: WATER PROOF BOARDS W/ ASSEMBLIES) -= - _- 6ARAOE PAGE 22 (AREA 5EPARATION WALL W tracks with 1/2 in. Ion Type, _�-12 steel screws on both sides of studs or by welded Or bolted connections designed in accordance with the FIRE RETARDANT TREATED t ) � ) FIBER6LA55 FINISH ON BOTH SIDES 5Y5TEM5) w g yp �)( ( l 2020 NY5BG SECTION 706.5 AND ED6E5 n- U UNEXGAVATED TYPICAL A151 specifications. Top and bottom tracks shall consist of steel members, min No. 20 M56 (0.032q in., min bare metal thickness) steel or min 5HEATHIN6 TO EXTEND 4-0 ON _ - _ EXCEPTION #3 - GARAGE SLAB TEST#UL DE5 U341 0 U m No. 20 656 (0.036 in. thick) galy steel or No. 20 M56 (0.033 in. thick) primed steel, that provide a sound structural connection between BOTH 51DE5 OF 2 HOUR FIRE nt assemblies such as a floor, Ceiling, and/or other Halls. Attached to floor and Ceiling assemblies with steel RATED RE515TANGE WALL BUILDINGS EQUIPPED W/ NEPA 13 OR 4"P.G.SLAB(MIN.3500 Psi GONG) W W steel studs, and to adjacent g� g A55EMBLY AND OFFSET WALL NFPA 13R SPRINKLER: I °. a *TAMP 4 FILL TO % lN51TWw.M. AGOUSTIGAL PERFORMANCE = 5TG bo F��+ M u framing at midhei ht where necessary for clip attachment. Min FIRE RETARDANT TREATED 5HEATHIN6 I ° *TAMP d FILL TO 95SK DENSITi' TE5T#RAL-TL 88 350 0 ►"`'t = Q fa5tener5 spaced not greater than 24 in. O.G. Studs cross braced with std g g y p 4-0 MIN, 4 O MIN. (1)#4 HORIZ.REBAR a SLOPE 6ARA6E 5LAB DOWN 2" BASED ON 2x4 FRAME WITH MIN. 3" Z o 3/4 in. separation be steel framing and area separation wall. Finish rating has not been evaluated for 5teel Studs. AT 2 HOUR FIRE RATED RE515TANGE � TOWARDS 6ARA6E DOOR MINERAL WOOL BATT AT EACH 51DE E--1 4B Steel Studs -- A5 an alternate to Items 4 and 4A, for use in Configuration B only, not shown) -- For Nonbearin Wall Rating Channel 2 HR FIRE RESISTANCE WALL A55EMBLY END a" WIDE x FULL iI � w g y. g g HEIGHT OF 2 HOUR FIRE RATED ° II II I' SECTION 1206.3 OF OOR/ EILINO WALLS, W (� C/� 114 shaped, fabricated from min :25 M56 corrosion-protected steel, min 3-1/2 in. wide, min 1-1/4 In. flanges and 1/4 in. return, spaced a max of 24 RE515TANGE WALL A55EMBLY a l� PARTITIONS AND FLOOR/GEILING M"-� 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 ASSEMBLIES SEPARATING DWELLING UNITS cl/� „ ° FROM EACH OTHER OR FROM PUBLIC OR ❑ W corrosion-protected steel, min width to accommodate stud size, with min I in. long legs, attached to floor and ceiling with fasteners 24 in. OG FK� SERVICE AREA5 SHALL HAVE A 5TG OF 50 Max. Studs cross-braced with Stud framing at rmidhei ht where necessaryfor clipattachment. Min 3/4 in. se oration between steel framingand N.T.S. OFF-SET EXTERIOR WALLS FI'� OR MORE. _ area separation wall. Finish rating has not been evaluated UI ated for Steel 5tu5. p . (I)#4 HORIZ.REBAR® MID PROV I DED 5TG=60 ~ } 5. Gypsum Board -- Classified or Unclassified -- Min 1/2 in. thick, 4 ft wide, applied either horizontally or vertically. 6yp5um board attached to TYPICAL FRAME WALLS 2 HOUR FIRE RATED HE OF WALL STORY 9"0 ANCHOR BOLT5(14" RE515TANGE WALL A55EMBLY v z m studs with I-I/4 in. long steel drywall nails Spaced b in. OG. Vertical joints located over studs. (Optional) Joints covered with paper tape and LONG + 3" HOOK,8" MIN M...,� w joint compound. Nail heads covered with joint compound. SHOWN HATCHED v EMBEDMENT) OR ADHESIVENOTE: UL #33b EXCEED5 z a e ANCHORS W/3"X3"X�4° SAN ARDS AND REDUCES RENT FIRE GORE J p p 69. Attachment Gli 5 -- Alumin)m angle, 0.063 in. thick, 2 in. wide with 2 in. and 2-1/4 in. legs. Gli 5 secured with Type 5 screws 3/8 in. Ion to SouND TRANSFER W p g g p yp g UNIT U►N I T 12" FOUNDATION WALL ON 24"xl2" WASHER PL ® 24 0/G. Lu 'T E H studs and with Type W 56rew5 1-1/4 in. long to wood framing through holes provided in clip. II "H"n UNRATED WINDOWS P.G. FOOTING e ° BETWEEN UNITS U � O,Q \ 6A. GII placement Item 6) for separation walls u to 23 ft high. 5 ace Clips a max of 10 ft OG vertically between wood framing and H AND DOORS - NR°B T �� p p ( P P g P p y studs. 6B. Glip placement (Item 6) for separation walls up to 44 ft high. Space clips o5 described in Item 6A for upper 24 ft. Remaining wall area - - "'k - m c' re- z C) i spaced a max 5 ft OG vertical) between wood framing and "H" studs. L� vires clips re belowq p P y g - 6G. Glip 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 below the upper 24 ft. Remaining wall area below requires clips spaced a max of 40 in. OG vertical) described in item 6B for next 20 ft. pp g q p p y a ° a ❑ EW�0��l- between wood framing and T" studs. S" UNRATED SIDING (TVP) v 7. Non-Bearing Wall Partition Intersection -- (Optional) Two nominal 2 by 4 in. stud or nominal 2 by 6 in. stud nailed together with two Sin. long 4-0MIN. 4-O MIN. 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 10d nails Spaced a max I6 2020 NY56G 5EGTION -106.5 EXCEPTION #3 � NUMBER in. OG. vertically. between Partition wood studs to be flush with the 2 b 4 in. studs. The wall partition wood Studs are to be BUILDINGS EQUIPPED wr NFPA 13 OR NFPA 13 SPRINKLER: 2020 NY5BG SEGTfON 7065 EXCEPTION #2 2 HR FIRE RESISTANCE UNITS 3 2 y p y P FIRE RETARDANT TREATED 5HEATHING AT 2 HOUR FIRE RATED UNSPRINKLERED BUILDINGS: 2016023 framed with a second 2 by 4 in. wood stud fastened with 3 in. long 10d nails spaced a max. 16 in. OG. vertically. Maximum one non-bearing wall RE515TANGE WALL A55EMBLY END 8" WIDE x FULL HEIGHT OF FIREWALL FIRE RETARDANT TREATED 5HEATHIN6 TO EXTEND I'4'-0" Iii Partition intersection per stud cavity. Non-bearing wall partition stud depth shall be at a minimum equal t0 the depth of the wall. ON BOTH SIDES OF 2 HOUR FIRE RATED RE515TANGE RATED WALL ASSEMBLY DETAIL 5 (MODEL C) & Q SHEET NUMBER 2 HR FIRE RESISTANCE WALL A55EMBLY = N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOCATIONS Fl Z Bearing the UL Classification Mark RATED WALL ASSEMBLY DETAIL � 3l (MODEL C) - Last Updated on 2010-10-2-1 AT FLUSH CONDITION USG AREA SEPARATION WALL SYSTEM UL# U336; W N.T.S. TEST #RAL-TL-88-3 50; STC = 60 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED