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Home My WebLink About43767-Z "�1s FF01� P��O C0 Town of Southold 7/18/2020 P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41263 Date: 7/18/2020 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 19 Harvest Pointe Ln Unit 118, Cutchogue SCTM#: 473889 Sec/Block/Lot: 102.1-1-58 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/10/2019 pursuant to which Building Permit No. 43767 dated 5/20/2019 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: one family dwelling with unfinished basement, front and rear covered porches and attached two car garage as applied for. (Unit 118) The certificate is issued to Rimor Development LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ` R10-17-0172 5/11/2020 ELECTRICAL CERTIFICATE NO. 43767 6/26/2020 PLUMBERS CERTIFICATION DATED 6/26/2020 Su olk Plum ' g Cont. Inc. titorirzed Signature o�S�FFo��o TOWN OF SOUTHOLD �� oy BUILDING DEPARTMENT y z TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 43767 Date:, 5/20/2019 Permission is hereby granted to: Rimor Development LLC 1721-D North Ocean Ave Medford, NY 11763 To: construct single-family dwelling as applied for per Planning and SCHD approvals. (Unit #118, A model) At premises located at: 19 Harvest Pointe Ln Unit 118, Cutchogue SCTM # 473889 Sec/Block/Lot# 102.1-1-58 Pursuant to application dated 5/10/2019 and approved by the Building Inspector. To expire on 11/18/2020. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,071.60 CO -NEW DWELLING $50.00 Total: $2,121.60 Building lftped6r 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 (8-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I%lead. S. 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 $15.00 Date. d v ,New Construction: Old or Pre-existing Building: (check one KA of Property: A l'+ l'- --119 1 l House No. Street Hamlet Owner or Owners of Property: �60 ` .Qi✓ � Lam. Suffolk County Tax Map ®No`10�00, Section o'A Block 01 Lot_ (Subdivision {'V l I—<-- Filed Map. 7 Lot: Permit No. �71p? Date of Permit. Applicant: / DJ/ nn Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certili ate Final Certificate: cl c on Fee Submitted:$ lic n S g a ire 'CONSENT TO INSPECTION the undersigned,� , do(es)hereby state: Owner(A)Name(s) That the undersigned(is)(are)the own r(s)of the premises ' e T w of Southold,located at lJ� Lk which is 5hown,and designated on the Suffolk County Tax Map as District 1000, Section 10;.01 ,Block 01 Lot,__ --. That the undersigned(has)(have)filed,or cause to be filed,an application in the Southold Town Buildirig Ins a tor's Office four the f llowing;, That the undersigned do(es)hereby give consent to the Building Inspectors of the Town of Southold to enter upon the above described property, including any and all buildings located thereon,to conduct such inspections as they may deem necessary with respect to the aforesaid application, including inspections to determine that said premises comply with all of the laws, ordinances,rules and regulations of the Town of Southold. The undersigned,in consenting to such inspections,do(es) so with the knowledge and understanding that any information obtained in the conduct of such inspections may be used in subsequent prosecutions for violations of the laws,ordinances,rules or regulations of the Town of Southold. Dated: // 19 -4 i atur ( nt N (Signature (Print Name) sovr�®� Town Hall Annex ® Telephone(631)765-1802 AL W- 54375 Main Road air Fax(631)765-9502 P.O.Box 117 Southold,NY 11971-0959 Sean.devlin(cD-town.Southold.ny.us � �® BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To. Rimor Development LLC Address: 19 Harvest Pointe Ln Unit 118 city.Cutchogue st: NY zip. 11935 Building Permit#: 43767 Section 102.1 Block: 1 Lot: 58 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 56 Ceiling Fixtures 17 Bath Exhaust Fan 3 Service 3 ph Hot Water Gas GFCI Recpt 4 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 3 Transformer UC Lights 12' Dryer Recpt 30A Emergency Fixture Time Clocks Disconnect 1 Switches 4'LED Exit Fixtures 11 Pump Other Equipment, Septic Disconnect, Fridge, Micro, W/D, 115ARC Fault Breaker- 8, 120ARC- 1, 115Combo Breaker-1, 120Combo-3 Notes, Inspector Signature: (/` Date: June 26, 2020 S.Devlin-Cert Electrical Compliance Form As So Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 •2xzxxt,�r� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTI1l+ICATI ®N Date: C _ JU Building Permit No._ �1��(-P] — LLIV�k # N ,Owner• Vy0 , 1 n i� ° _ ' �j�& c (Please print) "'�'t� Plumber: (Please print) T certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbe ignature) Sworn to before me this �Q day of _ 20.�_ ANNA FIORITA Notary Public,State of New York Reg.No.01 F16368364 7=Z Qualified in Suffolk County Commission Expires f�.�� Notary Public,$—XALL—C-ounty ,r4f SOUIyo # # TOWN OF-SOUTHOLD BUILDING DEPT. 765-1802 INSPEC , ON [ UNDATION 1ST [ ROUGH PLBG. [ ] UNDATION 2ND [_ ] -INSULATION/CAULKING [ FRAMI /S Plba FINAL [ ] FIREPLACE& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O RE ARKS: sewDATE `� INSPECTOR z OF SOU,yo � � V N r * * TOWN OF SOUTHOLD BUILDING DEPT. 1 �ycou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE-RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O REMARKS: _ oi— A, DATE I -S7 /2-6 INSPECTOR /`4 as # * TOWN' OF SOUTHOLD BUILDING DEPT. cou765-1802 IN'SPEC ION [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ]" FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ' [ ] FIRE-RESISTANT CONSTRUCTION 5[ ] 'FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O RE ARKS: r DATE l , INSPECTOR, OF SOU 0�0 lyO� * # TOWN OF SOUTHOLD- BUILDING DEPT. 765-1802 = - I NSPECTI-ON [ ] FOUNDATION 1ST [ ] UGH PLBG. [ ] FOUNDATION 2ND [ INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL FIREPLACE& CHIMNEY [ ] FIRE SAFETY"INSPECTION- [ ] FIRE RESISTANT CONSTRUCTION [ ] - FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PA�RE,��C(/O REM RKS: © cai (IV,.& r4y-) �I w g(" � 0 PATE (7 INSPECTOR �oy�apFS00lyp� ! 3 -7&7 I 1 # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] -FOUNDATION IST [ ] ROUGH PLBG. • [` ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ]- FIREPLACE &,CHIMNEY- ' [ ',] -FIRE SAFETY INSPECTION [ - ]-FIRE RESISTANT CONSTRUCTION [ '] 'FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL)Xw ¢ [ ] -CODE VIOLATION rl PRE C/O (JA 'X+e,r, 2 rAvV REMARKS: O K J DATE INSPECTOR r �V q OF SOUIy� V' ' Ile - -- tio �o * * TOWN OF SOUTHOLD BUILDING DEPT. u765-1802 INSPECTION [ ] FOUNDATION 1ST s [ ] ROUGH PLBG. [ ] 'FOUNDATION 2ND [ ;)*ULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL 0 [ ] FIREPLACE & CHIMNEY r [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] .ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O EMARKS: Dl � DATE �0 Y°l ?� INSPECTOR Energy Testing Services 2020 Combustion Safety Testing Form Certified Home Address: 19 Harvest Pointe Lane city: Cutchogue Builder Name: Harvest Point Builder Tracking# Combustion Appliance Zone(CAZ)# 1 of Location of this CAZ: Basement (Use additional forms if more than Tone CAZ or if home has multiple heating systems or water heaters) Date of Test: 6-25-20 Outdoors Temp During Test: 85 OF CAZ Depressurization NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: 0 PPM Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes❑ No❑✓ Net Change: N/A pa. If Yes,Total CFM Simulated 0 (explain in notes) NOTES: eatifa System' Primary: Yes Z No❑ Tvne: Furnace a Boiler❑Heat Pump❑.Other❑ Efficiency Fuel Tvne 2' Ventine Tvne 3 D`ra,t Spillage S in llaee CO.." CO Circle Type) Pascal �Orst Case ;° (Natural):• orst Case attiial Rating:92 N❑✓ P[1O❑E❑ N❑N❑Ma S-✓ N/A Pa. Pass E]Fai10 Pass[DFail❑ N/APPM NIA PPM Yes ❑✓ Type: Standard Tank QIndirect Tankless El Size: 75 Style Common Vent E]Water, IeateY Primary: NoIl Instantaneous❑Commercial (Seekbte5below) (Gallons) a Stand Alone ❑✓ E tcien s s Venting Tvne s ' :Drii Sin Mage Spillage(Nanrr`al)` CO COr Fuel Type, ( Type), (Pascal) (Worse Case) Ctrcle T�e ascal (lYorse�Case) (Natural) EF:0,62 N❑✓ P❑ODEE] N❑M❑✓ S❑ /A Pa. Pass❑✓ FailPassEFail❑ N/APPM N/A PPM Oven. I Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes❑No❑✓ Oven CO 5 PPM Ambient CO(During Oven CO Testing) 0 PPM 'Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE. If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. A Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) 5 Water Heater Eff iency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE. ter Heater Type is" mercial"and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 I ter Heater Ts"Co erciar an the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: 44B Delfi o Rater Number: 2652967 Rater Signature: Date: 6-25-20 Home [Energy Rad n - Certificate Property HERS 19 Harvest Pointe Ln Rating Type: Confirmed Certified Energy Rater: Michael Fauci Harvest Pointe Rating Date: 2020-06-25 Rating Number: MC194 19 Harvest Pointe Ln Registry ID: 701123131 Cutchogue, NY 11935 Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 51 Efficient Home Comparison: 49% Better Heating 60.8 $1237 63% General Information I Cooling 1.6 $79 4% Conditioned Area 3757 sq. ft. House Type Single-family detached Hot Water 12.2 $230 12% Conditioned Volume 42016 cubic ft. Foundation Conditioned basement Lights/Appliances 24.7 $409 21% Bedrooms 3 Photovoltaics -0.0 $.0 -0% Service Charges $16 1% Mechanical Systems Features Total 99.3 $1971 100% Water Heating: Conventional, Natural gas, 0.69 EF, 75.0 Gal. Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. Crlterla Cooling: Air conditioner, Electric, 16.0 SEER. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 35.00 CFM25 2015 IECC UA Compliance Ventilation System Exhaust Only: 97 cfm, 23.2 watts. 2015 IECC HERS ERI Programmable Thermostat Heat=Yes; Cool=Yes ECCC New York State 2016 Building Shell Features Ceiling Flat R-37.7 Slab R-0.0 Edge, R-0.0 Under Sealed Attic NA Exposed Floor NA Vaulted Ceiling NA Window Type U-Value: 0.290, SHGC: 0.280 Above Grade Walls R-21.0 Infiltration Rate Htg: 1598 Clg: 1598 CFM50 Foundation Walls R-13.0 Method Blower door 1598 CFM X 60 Min/Hr/42016A3ft = 2.28ACH @ 50 Pa Energy Testing Services, LLC. Lights and Appliance Features 1648 Locust Ave- Unit A Interior Fluor Lighting(%) 0.0 Range/Oven Fuel Natural gas Bohemia, NY 11716 Interior LED Lighting (%) 100.0 Clothes Dryer Fuel Natural gas 631-244-2627 Refrigerator (kWh/yr) 623 Clothes Dryer CEF 3.93 Dishwasher(kWh/yr) 270 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REM/Rate-Residential Energy Analysis and Rating Software v16.0.3 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. Home Energy Rating Certificate Property HERS 19 Harvest Pointe Ln Rating Type: Confirmed Certified Energy Rater: Michael Fauci Harvest Pointe Rating Date: 2020.06-25 Rating Number: MC194 19 Harvest Pointe Ln Registry ID: 701123131 Cutchogue, NY 11935 Estimated Annual Energy Cost 7 HERS Index: 51 Efficient Home Comparison: 49% Better use MMBtu cost Percent _ _ Heating 60.8 $1237 63% 'General Information _ _ _ Cooling 1.6 $79 4% Conditioned Area 3757 sq.ft. House Type Single-family detached i Hot Water 12.2 $230 12% Conditioned Volume 42016 cubic ft. Foundation Conditioned basement Lights/Appliances 24.7 $409 21% Bedrooms 3 Photovoltaics -0.0 $-0 -0% Service Charges $16 1% ---------------------—----- Mechanical Systems Features Total 99.3 $1971 100% Water Heating: Conventional, Natural gas,0.69 EF,75.0 Gat. — Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. L Criteria Cooling: Air conditioner, Electric, 16.0 SEER. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 35.00 CFM25 2015 IECC UA Compliance Ventilation System Exhaust Only:97 cfm,23.2 watts. 2015 IECC HERS ERI i Programmable Thermostat Heat=Yes;Cool=Yes ECCC New York State 2016 Building Shell Features — - -----—� -- Ceiling Flat R-37.7 Slab R-0.0 Edge, R-0,0 Under Sealed Attic NA Exposed Floor NA Vaulted Ceiling NA Window Type U-Value: 0.290, SHGC: 0.280 Above Grade Walls R-21.0 Infiltration Rate Htg: 1598 Clg: 1598 CFM50 r -- _ - - -- -- -- -- —. Foundation Walls R-13.0 Method Blower door --- -- 1598 CFM X 60 Min/Hr/42O16^aft= 2.28ACH @ 5_0 Pa _- _ — Energy Testing Services, LLC. Lights and Appliance Features ___ _ ____ 1648 Locust Ave-Unit A �==� o ' Interior Fluor Lighting(%)— 0.0 Range/Oven Fuel Natural gas Bohemia, NY 11716 cv Interior LED Lighting(%) 100.0 Clothes Dryer Fuel Natural gas 631-244-2627 -� CC) 0 - Refrigerator(kWh/yr) 623 Clothes Dryer CEF 3.93 Dishwasher(kWh/yr) 270 Ceiling Fan(cfm/Watt) 0.00 Certified Energy Rater: REM/Rate-Residential Ertergy'Analysis and Rating Software v16.0.3 a This information does not constitute any warranty of energy costs or savings. 01985-2020 NORESCO, Boulder,Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. 1� k i �t 11 1 4 LL-3,L! � -�,�,• ti {fl� D �'\`;;`:♦ ORS. ,^�,��` +4:IN ��} 1\.♦ �Fi 4a� \ }}' ty'k� tttt 4' d TIO17 1.� . ,e r .y, Ail t 6 I IN 11�yLatt �%Qa�Q� i k � r i X a T - , x Y "k F � • ;r :R.'tglp`�P:.,.- is - ,._,r.?- :Tv•e -:i ..�...__�_.-.. - W r. :,z I ,e y �S a �s � g i at ro A A a r q r �i'i.Y `tM�� `;�• �vK@Fc - � r*'!`a' J ¢ SRy "Q. A F'�tfi � JSY�,�,��. � `.:.: i"J AIECOAXIM WC060XIORATION 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 ofJall lthe residential calculations.units at the above referenced project have been included in our Manual Best regards, Louis DeSantis President 20 Feldland Street, Bohemia, NY 11716 • (631) 563-1298 • Fax: (631) 563-2954 GRCH ARCHITECTURE IAC Cs�f' :;Ic -u„f: "�:.i ri`ss �jr1 r,” Y ,. ,§3 s^r -r'yl,�;e.'r.•` :1 ``: 3750 EXPREss DRIVE SOUTH SUITE 202 A ,.y °'ice ku' ,Ya' � _ Isl.wNpla, NY 11'749 WWW.GRGHARCHITEGTURE.GOM )864-3395 . . November 14, 2018 Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold NY 11971 Attn. Ms.Amanda Nunemaker Plans Examiner Re: Harvest Pointe at Cutchogue Dear Ms. Nunemaker; The following two insulation products noted below have been selected for their flame/smoke spread properties to meet the requirements of the New York State Residential Code for both spray foam and draped blanket insulation exposed in basement condition. Spray Foam Insulation at Rim Joist: Sill Plates Headers and Rim Joist (Residential Code Section R316.5.11 Maximum thickness 3 %" (provided ±3") Flame spread index 25 or less and smoke-development index of 450 or less is provided: Provided/ Installed Bayseal Closed Cell Spray Foam Insulation report less than 4" (see products sheet) provides flame spread index of 25 or less and smoke-development index less than 450 in accordance with ASTME84. Draped Foundation Wall Insulation Blanket (Residential Code Section R302.10.1 Insulation materials,including facings shall have a flame spread index not to exceed 25 with an accompanying smoke. Development index not to exceed 450. Provided/ Installed: "Ecotouch Flame Spread 25 Fiberglass Insulation: (see product cut sheet) Provides a flame spread Index of less than 25 and smoke-development In less than 50 in accordance with ?Cherve d, RSD q& QgERT C/y�, EED AP 02 SAID OF NES GRCH ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH SUITE 202 1 ISLANDw NY 11749 W W W.GRCHARCHITECTURE.COM (631)864-3395 December 06, 2019 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 118- Permit#43767 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. spectfu submitted, y '(�REDARC \5 �ZERT Cyd X CA C7 2-c n Cherveny, AIA, LEED AP rincipal Nj. 9T� 02 NE�yO Manual S Compliance Report Job: -F�- wrightSoft� MDate: Feb 12th 2020 Entire House By: Energy Testing Services... Energy Testing Services LLC Plan: Model A(Laurel) 1648-A Locust Ave,Bohemia,NY 11716 Project • • For: 19 Harvest Pointe Lane Cutchogue, NY 11935 Cooling Equipment Design Conditions Outdoor design DB: 83.0°F Sensible gain: 26311 Btuh Entering coil DB: 76.5oF Outdoor design WB: 71.0°F Latent gain: 3492 Btuh Entering coil WB: 63.4°F Indoor design DB: 75.0°F Total gain: 29803 Btuh Indoor RH: 50% Estimated airflow: 1200 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Generic Model: SEER 16 Actual airflow: 1200 cfm Sensible capacity: 25200 Btuh 96%of load Latent capacity: 10800 Btuh 309%of load Total capacity: 36000 Btuh 121%of load SHR: 70% -Heating Equipment Design Conditions Outdoor design DB: 10.0°F Heat loss: 50540 Btuh Entering coil DB: 63.3'F Indoor design DB: 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas furnace Manufacturer: Generic Model: AFUE 92 Actual airflow: 948 cfm Output capacity: 52000 Btuh 103%of load Temp. rise: 50 °F Meets all requirements of ACCA Manual S. -F�F- ightsoft' 2020-Feb-1212.20.40 wr i soft Right-Sude®Universal 2018 16 0 32 RSU20066 Page 1 ACCA or Model A MAN JSD%Rimor Model A MAN JSD JA.rup Calc=MJ8 Front Door faces. W Residential Plans Examiner Review Form UCtS) RPER 1 Form CCK m • • (Loads, S15 Mar 09 k WdCosgCaitatlosdArtena Header Information Contractor. Energy Testing Services LLC REQUIRED ATTACHMENTS ATTACHED Manual J1 Form(and supporting worksheets). Yes ❑ No Mechanical license: or MJ1AE Form'(and supporting worksheets)- Yes E] No OEM performance data(heating,cooling,blower): Yes E] No ❑ Building plan#• Manual D Friction Rate Worksheet: Yes ❑ No ❑ Duct distribution sketch: Yes ❑ No ❑ Home address(Street or Lot#,Block,Subdivision):19 Harvest Pointe Lane Cutchogue,NY 11935 Model A(Laurel), Entire House HVAC LOAD CALCULATION ' 1 Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature: 10 °F Orientation. Front Door faces West Indoor temperature- 68 aF North,Fast,west,south,Northeast,Northwest,Southeast,Southwest Total heat loss. 50540 Btuh Number of bedrooms: 2 Conditioned floor area. 3789 ft' Summer Design Conditions Number of occupants: 3 Outdoor temperature: 83 °F Indoor temperature. 75 °F Windows Roof Grains difference 30 gr/Ib @50% RH Eave overhang depth: 10.0 ft _ Sensible heat gain: 29898 Btuh Internal shade: blinds Eave Latent heat gain: 3969 Btuh Bonds,drapes,etc Depth window Total heat gain: 33867 Btuh Number of skylights- 0 EQUIPMENTHVAC • 41 Heating Equipment Data Cooling Equipment Data Blower Data Equipment type: Gas furnace Equipment type• SplitAC Heating cfm: 948 Furnace,Heat pump,Boner,etc. it Conditioner,Heat pump,etc. Cooling cfm. 1200 Model Generic Model: Generic Static pressure: 0.60 In H2O AFUE 92 SEER 16+ Fan's rated external static pressure for design alrflow Heating output capacity. 52000 Btuh Total cooling capacity. 0 Btuh Heat pumps•capacity at wmterdesign outdoor conditions Sensible cooling capacity: 0 Btuh Aux.heating output capacity: 0 Btuh Latent cooling capacity. 0 Btuh DISTRIBUTIONHVAC DUCT . •1 Design airflow: 1200 cfm Longest supply duct- 419 ft Duct Materials Used Equipment design ESP: 0.60 in H2O Longest return duct- 206 ft Trunk duct, Sheet metal Total device pressure losses: -0,6 in H2O Total effective length(TEL): 625 ft Available static pressure(ASP): 0,01 in H2O Friction rate: 0.002 in/100ft Branch duct: Round flex metal,Sheet metal Friction Rate=ASP*(TELx 100) declare the load calculation,equipment,equipment selectionand duct design were rigorouslyperformed based on - building pfan listed above. I understand the claims madeon • be subject to review and verification. Contractor's printed name: Contractor's signature: Date: Reserved for County,Town Municipality orAuthority havin,g jurisdiction use. 'Home qualifies for MJ1AE Form based on Abridged Edition Checklist WCYgt7tSO✓FV Ri ht-Suite®Universal 2018 18 0 32 RSU20066 Load Short FJob: -f�- wrightsoft� Form Date: Feb 12th 2020 Entire House By: Energy Testing Services... Energy Testing Services LLC Plan: Model A(Laurel) 1648-A Locust Ave,Bohemia,NY 11716 Project • • For: 19 Harvest Pointe Lane Cutchogue, NY 11935 Design e • 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 11471 cfm Daily range - NI 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 92 AFUE Efficiency 12.8 EER, 16 SEER Heating input 56522 Btuh Sensible cooling 25200 Btuh Heating output 52000 Btuh Latent cooling 10800 Btuh Temperature rise 50 °F Total cooling 36000 Btuh Actual air flow 948 cfm Actual air flow 1200 cfm Air flow factor 0.020 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.88 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Den 189 3444 2747 70 128 Kitchen 254 2199 2143 45 100 Dinning 76 2440 1423 50 66 Living Room 293 5535 2707 112 126 Foyer 173 3863 1365 78 64 Master Bed 299 3057 1883 62 88 Master Bath 109 2361 1025 48 48 WIC 77 975 129 20 6 Mud Room 47 861 636 17 30 Bath 1 39 396 84 8 4 Stair 1 62 0 0 0 0 Hall 73 0 0 0 0 Bed 2 147 8074 8926 164 415 Bath 2 47 4173 1888 85 88 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. +k2020-Feb-12 122040 � AM.bNMM.is Smmp.� Right-Suite®Universal 2018 18 0.32 RSU20066 Page 1 RCCA...or Model A MAN JSD\Rimor Model A MAN JSD JA rup Calc=MJ8 Front Door faces W Loft 227 0 0 0 0 Basement 1679 9318 824 189 38 Entire House 3789 46696 25780 948 1200 Other equip loads 3844 530 Equip. @ 0.88 RSM 23153 Latent cooling 3492 TOTALS 3789 50540 26646 948 1200 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft, 2020-Fab-1212.20:40 Right-Smte®Universal 2018 18 0.32 RSU20066 Page 2 RCCA...or Model A MAN JSD%Rimor Model A MAN JSD JA rup Calc=MJ8 Front Door faces, W -� 1- Project Summa Job: wrightsoft° Date:Feb 12th 2020 Entire House By: Energy Testing Services... Energy Testing Services LLC Plan: Model A(Laurel) 1648-A Locust Ave,Bohemia,NY 11716 Project Inf• • For: 19 Harvest Pointe Lane Cutchogue, NY 11935 Notes: Design Information Weather: Suffolk Co.Ap, East Quogue(Islip Dd), NY, US Winter Design Conditions Summer Design Conditions Outside db 10 OF Outside db 83 OF Inside db 68 OF Inside db 75 OF Design TD 58 OF Design TD 8 OF Daily range M Relative humidity 50 % Moisture difference 30 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 43796 Btuh Structure 22309 Btuh Ducts 2900 Btuh Ducts 3471 Btuh Central vent(60 cfm) 3844 Btuh Central vent(60 cfm) 530 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 50540 Btuh Use manufacturer's data n Rate/swing multiplier 0.88 Infiltration Equipment sensible load 23153 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3( artial)/2 Pressure/AVF 50 Pa 1471 cfm Structure 2016 Btuh Ducts 233 Btuh Central vent(60 cfm) 1244 Btuh Heating Cooling Outside air Area(ft2) 3789 3789 Equipment latent load 3492 Btuh Volume(ft3) 29415 29415 Air changes/hour 0.32 0.14 Equipment Total Load(Sen+Lat) 26646 Btuh Equiv.AVF(cfm) 155 69 Req.total capacity at 0.70 SHR 2.8 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 12.8 EER, 16 SEER Heating input 56522 Btuh Sensible cooling 25200 Btuh Heating output 52000 Btuh Latent cooling 10800 Btuh Temperature rise 50 OF Total cooling 36000 Btuh Actual air flow 948 cfm Actual air flow 1200 cfm Air flow factor 0.020 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.88 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -F-wrightsofft' 2020-Feb-1212 20 40 Right-Suite®Universal 2018 18.0.32 RSU20066 Page 1 ACCP. or Model A MAN JSD\Rimor Model A MAN JSD JA rup Calc=MJ8 Front Door faces W N Second Floor Sup Riser Ret Poser 26 x 16 i22" Qom/ 22° 04 cfm 26 16 Loft 105 cfm Bath 249 cfm 14" 10 x 16 Bed 2 14" 249 cfm Job.#: Energy Testing Services LLC Scale: 1 : 104 Performed by Energy Testing Services L... Page 1 1648-A Locust Ave Right-Sude®Universal 2018 19 Harvest Pointe Lane Cutchogue,NY 11935 Bohemia,NY 11716 18.0.32 RSU20066 2020-Feb-1212.20.40 ...JSD\Rimor ModelA MAN JSD JA... 1 N 7� Main Floor x`105 cfI I Dinning 79 cfm Master Bath 151 cfm 58 cfm Master Bed Broan Faust Fan Model L150 Living Room Kitchen 60cfm Energy Sup Wser Ret Riser Star Continuous 26 x 16 22" Use Timer Hall 120 cfm WIC 90 cfm 24 cfm Mud Room 36 nth 1 10 cfm`_ `� Stair 1 Foyer Den 94 cfm 153 cfm Garage Job#: Energy Testing Services LLC Scale: 1 : 104 Performed by Energy Testing Services L... Page 2 1648-A Locust Ave Right-Sude®Universal 2018 19 Harvest Pointe Lane Cutchogue,NY 11935 Bohemia,NY 11716 18.0 32 RSU20066 2020-Feb-12 12:20:40 ...JSD\Rimor ModelA MAN JSD JA.. N Basement 114 cfrr 22" 4x16 9" 114cfm 10'— — — — I.0 8 Make up air " — — — — — — —4� 60cfm Sup Riser Ret Riser 32 x 16 22" / 26 x 16 I 22.. Ir is Skuttle Model 2161 6 x 16 Base ant M26 Sx16 \Iit- 4" 5" 4x16 4 13cm 9" 10" 113 cfm Job#: Energy Testing Services LLC Scale: 1 : 104 Performed by Energy Testing Services L... Page 3 1648-A Locust Ave Right-Suite®Universal 2018 19 Harvest Pointe Lane Cutchogue,NY 11935 Bohemia,NY 11716 18 0 32 RSU20066 2020-Feb-12 12.20:40 ...JSD\Rimor ModelA MAN JSD JA.... VDuct System Summary Job: wrightsoft, Date: Feb 12th 2020 Entire House By: Energy Testing Services... Energy Testing Services LLC Plan: Model A(Laurel) 1648-A Locust Ave,Bohemia,NY 11716 Proiect Information For: 19 Harvest Pointe Lane Cutchogue,NY 11935 Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.59 in H2O 0.59 in H2O Available static pressure 0.01 in H2O 0.01 in H2O Supply/return available pressure 0.007/0.003 in H2O 0.007/0.003 in H2O Lowest friction rate 0.002 in/100ft 0.002 in/100ft Actual air flow 948 cfm 1200 cfm Total effective length(TEL) 625 ft -supply, Detail e Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Mad Ln(ft) Ln(ft) Trunk Basement h 4659 114 23 0.003 13.1 16x 4 MtFx 44.5 180.0 st3A easement-A h 4659 113 23 0.002 14.4 16x 4 MtFx 56.3 310.0 st5 Bath 1 h 396 10 5 0.003 4.0 OX 0 MtFx 40.5 180.0 st3A Bath 2 c 1888 102 105 0.002 9.0 Ox 0 ShMt 70.5 220.0 st2 Bed 2 c 4463 98 249 0.002 14.0 Ox 0 ShMt 91.5 250.0 st2A Bed 2-B c 4463 98 249 0.002 14.0 Ox 0 ShMt 81.8 225.0 st2 Den c 2747 84 153 0.004 10.0 Ox 0 MtFx 22.8 160.0 st3 Dinning. c 1423 59 79 0.005 8.0 Ox 0 MtFx 12.5 130.0 st1 Foyer h 3863 94 76 0.004 9.0 Ox 0 MtFx 37.8 140.0 st3 Kitchen c 2143 54 120 0.005 10.0 Ox 0 MtFx 4.0 130.0 st1 Living Room c 2707 135 151 0.004 10.0 Ox 0 MtFx 20.3 150.0 st3 Master Bath h 2361 58 57 0.002 7.0 Ox 0 MtFx 53.8 365.0 st5A Master Bed c 1883 74 105 0.004 9.0 Ox 0 MtFx 40.8 130.0 st3 Mud Room c 636 21 36 0.002 5.0 Ox 0 MtFx 43.3 245.0 st5 WIC h 975 24 7 0.002 4.0 Ox 0 MtFx 53.8 365.0 st5A Bold/italic values have been manually overridden *Wrigiltsofi:, 2020-Fetr1212:2040 RightSude®Unrversal 2018 18.0.32 RSU20066 ti Page 1 ACCP. or Model A MAN JSD1Rimor Model A MAN JSD JA rup Calc=MJB 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 st5A Peak AVF 81 64 0.002 122 12.4 16 x 6 ShtMetl st5 st5 Peak AVF 216 123 0.002 243 17.9 16 x 8 ShtMetl st3A st1 Peak AVF 113 199 0.005 224 13.9 16 x 8 ShtMetl st2A Peak AVF 98 249 0.002 224 18.1 16 x 10 ShtMetl st2 st3 Peak AVF 726 637 0.002 204 28.1 16 x 32 ShtMetl st3A Peak AVF 339 151 0.002 218 21.1 16 x 14 ShtMetl st3 st2 Peak AVF 298 604 0.002 209 25.2 16 x 26 ShtMetl Return Branch Detail • Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk rb4 0x0 114 23 117.5 0.003 208 10.0 Ox 0 MtFx rt1 rb3 0x0 612 790 102.3 0.003 214 26.0 Ox 0 MtFx rb2 0x0 298 604 206.0 0.002 229 22.0 Ox 0 ShMt rt1 rb1 Ox 0 113 23 0 0 0 0 Ox 0 MtFx TableReturn Trunk Detafl Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt1 Peak AVF 412 627 0.002 238 22.0 0 x 0 ShtMetl righ#soft" 2020-Feb-1212 20 40 w r Right-Suite®Universal 2018 18 0.32 RSU20066 Page 2 ACM ..or Model A MAN JSD%RImor Madel A MAN JSD JArup Calc=MJ8 Front Door faces W V�FOL ;� g SCOTT A. RUSSELL s.# MICHAEL M. COLLINS, P.E. SUPERVISOR TOWN ENGINEER TOWN HALL - 53095 MAIN ROAD *h. y, tt7 TOWN OF 50UTHOLD,NEW YORK 11971 Tel. (631)-765-1560 4r: Fax. (631)-765-9015 ; bliCi-]AFI.,COI-t-]NSf'rowiNI,SOU'rtIOLD.NY.1.IS OFFICE OF THE ENGINEER TOWN OF SOUTHOLD Brian Cummings June 5, 2020 Southold Town Planning Department 54375 Main Road Southold, New York 11971 w Re: Harvest Pointe— Units 83, 84 & 117-122 Chapter 236 Inspection Dear Mr. Cummings: I have inspected Harvest Pointe and determined that the developer has achieved final stabilization for the front and side planted areas of Units 83, 84 & 117-122. The rear ; areas of these units have not achieved final stabilization but have been thoroughly hydroseeded and should be fully stabilized within two weeks. Additionally, the driveways of these units have not yet been paved but the base material has been placed and thoroughly compacted. Due to the location of these 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 1 cc: Michael Verity, Chief Building Inspector OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex ®�5P.O.Box 1179 ' 54375 State Route 25 �. Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Southold,NY ,rr, Telephone: 631765-1938 www.southoldtownny.gov ,aa .� PLANNING BOARD OFFICE TOWN OF SOUTHOLD June 16, 2020 Mr. Henry Alia Rimor Development LLC P.O. Box 908 Cutchogue, NY 11935 Re: Site Plan Inspection, Certificates of Occupancy re: Units 83, 84, 117-122 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# 83, 84, and 117-122 of the above-referenced Residential Site Plan have been completed based on the site inspection made on June 11, 2020. 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. Please note that there are many ongoing conditions of the site plan approval, with the most relevant to the occupancy of the residential units being no parking of vehicles, equipment, or dumpsters and no staging of materials on the internal streets being used by residents. These conditions will continue to be enforced. This letter does not condone any changes from the approved site plan and approvals from other agencies. Please call the Planning Department with any questions. Respectfully, Donald J. ilcenski Chairman cc: Michael Verity, Chief Building Inspector Michael Collins, Town Engineer 71,UtUINDATION • • FIX 'FOUNDATION (2ND) ROW,=f "t'im 1 iW .� � L:Ii �� PLUMBING INSULATION PER N.Y. WADATM A 8TATE ENERGY CODE rrWA Qp a. . 1 • • TOWN OF SOUTHOLD BUILDING-PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 41971 4 sets of Building Plans TEL: (631)765-1802 Planning Board approval FAX: (631) 765-9502 /� Survey Southoldtownny.gov PERMIT NO. _` _- Cly Check -Septic Form N.Y.S.D.E.C. Trustees C.O.Application j Flood Permit Examined U- ,NA Single&Separate Truss Identification Form Storm-Water Assessment Form 520-6- Contact: �tM l7� �w�Pd�L L Approved ,20� Mail to: .a � q Disapproved a/c Phone: Expiration � � '20 = C'=� � Buirding Spector _ 6 a� MAY 1 0 2019 PLICATION FOR BUILDINGPERMIT Date _ G _ 20 INSTRUCTIONS TOWN OF SGUTa;D� :.✓ a.This application MUST be-completely-filled in by typewriter or in-ink-and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoinin9premises-or public streets'or areas,and waterways. c.The work covered by this application may not be commenced before issuance-of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such-a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so over until the Building Inspector issues.a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date-of issuance or has,not been-completed within-18 months from-such date.If-no zoning amendments,or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize;in writing,the extension of the permit for an addition-six 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 nanfe,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee,agent- architect, engineer, general contractor,electricians plumber or builder Name of owner of premises o I�. (� c-- _ (As on the tax N1 or latest deed) If applicant is a pqrporation, signature of duly authorized officer til Ark�C , D 01-A10 O$ ZC400 (Name and title of corporate officer)�� Builders License No. Plumbers License No. ElectriciansLicenseNo. Other Trade's License No. 1. Location of land on which proposed work will be done: u 4L House Number Street i!:,. .; Hamlet County Tax Map No. 1000 Section ° .O` ,BlockL;•, Lot�� Subdivi ' n HQ rU61 �1 A-V, 0 Filed Map No.1 r] � Lot (COAd) cuic1hCZSu , 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy �,� J. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost ob,0oco . a O Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units I Number of dwelling units on each floor If garage, number of cars ry 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories ` Dimensions of same structure with alterations or.606itions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front dJ y t+ ear I �. 1+ Depth 114 H Height ` �' Number of Stories _V't e,p�. 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 a� 13. Will lot be re-grad_ed? YES V laNO Will excess fill be removed from premises? YES NO WvvD(L k) ,(br)-4 q be 14. Names of Owner of premises am yna z r L_LtAAo� ddress j��P -yu e, n`f Phone No. Name of Architect &14—1A Address F'S 1611yile"L C6 , rl Vhone No MqS Name of Contractor Address — Phone No. 16 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO 1✓ * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C.PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale, with accurate foundation plan and distances to property lines. 1,7. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES V NO IF YES, PROVIDE A COPY. ©n r2 tt p �i v►c, C STATE OF NEW YORK) SS: COUNTY OFSE 11 \-�t4'veW A-� being duly sworn, deposes and says that(s)he is the applicant (Name of individual sig ing contract)above named, (S)He is the A eu-,k_r 0CcQYactor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the sai271-1I. k and to make and file this application; that all statements contained in this application are true to the best of his knowledgeef; and that the work will be performed in the manner set forth in the application filed therewith. Swojpefore me this / ` day of RY PIRONE NQCARY PUBLIC,STATE OF NEW YORK Notay Flublic Registration No. 01PI63 igna e of A lic t Qualified in Suffolk County Commission Expires March 04, 2023 �111tFlFj�, BUILDING DEPARTMENT- Electrical Inspector �0 �� TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 ro-ger.richert(abtown.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION 'R'EQUESTED-BY: +'tike Dater ,Company Name: Ptrk Vibim r._ 'Name: License No.: `� t?� �'I L' email: Address: .p ._. 0X I Phone No.: JOB SITE INFORMATION: (All informatio Required) Name: Address: ��c �y'Lj ~i � •►E''1 � l� �' 1�,�' i4t��1C�C� C.i'W J - Cross Street: Phone No.: ° � � 6 i1 - Bldg.Permit email Al�1�st Tax Map District: 1000 Section: Block: 1'. 60 -- Lot: J•-� BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: � Is job ready for inspection?: ! NO Rough In Final Do you need a Temp Certificate?: &ESNO Issued On Temp information: (All information required) a 1S (1 PSI 3 Ph Size: 15V A # Meters Old Meter# New Servicie- Fire Reconnect- Flood Reconnect- Service Reconnected - Underground -Overhead --"--"r ^`1 H Frame Pole _ Work done on service? Y N # Underground Lateral 9 ,2' Additional Information: PAYMENT DUE WITH APPLICATION Request for Inspection Form-As ILA 39.22' - 39.22' - 37.3' 86 89 A o 88 A FLUSH CURB RD RD RD k` " �R7-XR R7 XL� RD WITH PAVERS �- �-a.-`-`"-�.-s`<=�l+c�a„"'�•�_J' _ '�-,_ ^� ;,�s�_ _ �^`�.n :`tf'v�,�._��, `V:�� ata��.- - - _ =�x _ .-cJ' -r.c�,'z:-1�`,,.«2. v'7 - =trL_.�G;.-•� M.3"� - •,T�'�`� .,.a- ..1t.Ft'" - -^�?.�}��Sa e"54'>- ,.Xs._ ' ^1'a., � .<s�' _ z<, on, --�.r.. -•yw,�.,N .�:�vxm`„.�. '"=�v. ^c !` ti'r..: a i�:.� zrY,f-'Ya ��a• .i��';.Yy_,., '�§ .iL�' .2..:- . ,..a.�.., �' "a a� -^�a.=^•,.e, -_ ".s, o"'� ""e�34:;CM1�t,'.e,�;` ��. ��. - ..3. `�,- _ -- �a G,.,�=. 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'j `'`�=`t-.=R Y .?,;,- .0 RD RD 0 0 o HYDOf << 115 116 40' RD A A 117 118 119 120 0 O e A EXISTING CHAIN LINK FENCE TO REMAIN NG- PIPE SHALL-BE--15--CPP-Willi--A--5L0FE- Or-Ur-' • STANDARDS: SPECIFICATIONS SHALL INCORPORATE THE PROVISIONS AS FOLLOW UNLESS OTHERWISE NOTED: OF THE AWWA STANDARDS AND/OR MANUFACTURER'S RECOMMENDED I ;ONN£CTIONS 70 8£ 4" DR-18 WITH MINIMUM SLOPE INSTALLATION PROCEDURES. 0 BE MINIMUM 6" DR-18 PVC OR CAST IRON WITH A BEDDING: A CONTINUOUS AND UNIFORM BEDDING SHALL BE PROVIDED IN THE TRENCH FOR ALL BURIED PIPE. BACKFILL MATERIAL SHALL BE 1TAMPED IN LAYERS AROUND THE PIPE AND TO A SUFFICIENT HEIGHT LL BE C900 BLUE BRUTE DR-18 PRESSURE PIPING ABOVE THE PIPE TO ADEQUATELY SUPPORT AND PROTECT THE PIPE. STONES FOUND IN THE TRENCH SHALL BE REMOVED FOR A DEPTH AL. WATER MAIN TO BE 10" WITH 6"' HYDRANT OF AT LEAST SIX INCHES BELOW THE BOTTOM OF THE PIPE. ER SERVICE CONNECTIONS TO BE 1". • COVER: ALL WATER MAINS SHALL BE COVERED TO A MINIMUM DEPTH OF 54 INCHES WITH EARTH OR OTHER INSULATION TO PREVENT MINIMUM OF 10 FEET OF SEPARATION BETWEEN FREEZING. SEWER/DRAINAGE LINES. , a BLOCKING: ALL TEES, BENDS, PLUGS AND HYDRANTS SHALL BE k MINIMUM SEPARATION OF 20 FEET FROM SANITARY PROVIDED WITH REACTION BLOCKING, TIE RODS OR JOINTS DESIGNED '0 ALL DRA'S AND DRYWELLS. TO PREVENT MOVEMENT. ` k MINIMUM SEPARATION OF 10 FEET BETWEEN 3. TESTING ID WATER/DRAINAGE LINES. PLANS AND SPECIFICATIONS SHALL REQUIRE THE FOLLOWING: SERVICES TO BE INSTALLED BY PSE&G AND JD MAY VARY DUE TO FIELD CONDITIONS. ELECTRIC PRESSURE AND LEAKAGE TESTING: ALL TYPES OF INSTALLED PIPE HE HYDRO—ACTION UNITS SHALL MAINTAIN 5 FEET SHALL BE PRESSURE TESTED AND LEAKAGE TESTED IN ACCORDANCE RATION FROM ALL SANITARY APPURTENANCES. WITH THE LATEST EDITION OF AWWA STANDARD C600. m DISINFECTION: WATER MAINS ARE TO BE DISINFECTED IN rER/DRAINAGE LINE CROSSINGS SHALL MAINTAIN A ACCORDANCE WITH AWWA STANDARD C-651-86, OR THE LATEST SEPARATION OF 18" MINIMUM BETWEEN PIPING. (SEE REVISION, CONTRACTOR SHALL ENSURE ALL CROSSING BACTERIOLOGICAL TESTING: BACTERIOLOGICAL ANALYSES OF WATER SET DURING CONSTRUCTION. SAMPLES COLLECTED AFTER DISINFECTION ARE REQUIRED AT LOCATIONS SPECIFIED BY THE SUFFOLK COUNTY DEPARTMENT OF IES TO MAINTAIN ALL REQUIRED VERTICAL HEALTH SERVICES. GENERALLY, A BACTERIOLOGICAL SAMPLE IS REQUIRED FOR EVERY 1000 LINEAR FEET OF WATER MAIN OR PORTION THEREOF. 3E INSTALLED UNDERGROUND. i Habitable Garage Area a 5 Pointe a� Unit Numbers Area (SF) (SF) Tonal (SF) + 77-124 1,999 486 2,485 u tc h® u e 1,3,8,10,12,14, 21,23,26,27,29, Cutchogue, New York 131,33,36,39,41,45 1,599 363 1,962 Town of Southold 16,47,49,50,52,541 16, 58, 59,68, 72, 76 No. Revision Date Appvd. i 13 TOWN/SCDHS REVISIONS 7/28/17 AVL 2,5,6,9111,13, i 19,2122,241 12 TOWN REVISIONS 6/14/17 AVL 5,28,30,32,35,381 1,599 363 1,962 11 SCDH REVISIONS 4/22/17 AVL X0,42144,48,51,53, 4/6/17 AVL X7,60,62,64,66,70, 10 REVISED PHASING PLAN PER TOWN- 33;74,75-- - --•- -- -- -- --- -- ------ 9__._—_..TOWN-REVISIONS--- -- — ----3/27/17 - - --AVL- 8 SCDH REVISIONS 3/9/17 AVL 4,7,34,37,43,55, 1979 .k, , = r .��: 1599 , Doslgetl;kivy 5fi* ry Aji _' `;>i?i< GViecltedby.;.h 4`.Vy, ; `6163 65 67 69 71 380 = :• Y'' H`>z��,.Y�t+'- 15,16,17,18 1,999 408 2,407 Issued for Date July 10, 2015 N/A 6,188 N/A 6,188 SCT : 1000-102-01-33.3 SC®HS Approval ® - SUFMI-R" UNTV DEPARTMENT OF h3Ehm SERVICES • PET'FOR APPROVA, .OF CONS a`°�UCIHON FOR A SWU FAMLY RESIDENCE GNLV fZ/o—r 7- 0:Sy rrr DAA .._Cis @'mmo. v r ' 17 17 APPROVES �f��yof ( y a• � Drawing Number i FOR MAXIMUM OF � } oV NE � YEARS FROM DATE OF APPROVAL V. 0�� L =40 ' F„.d.�.m•..a. . �f O , n I- I L Sheet of 2(p DC7 9 2 O Project Number 29305.00 SC®HS Reference CIO-®�m0013 II Ix NOTES: THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE X NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, N 43.9' 0 PLANTING AREAS,AODITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION GO --( 1.5' N m PROFESSIONAL ENGINEERING AION OF NEWYORKND LAND SURVEYING,ETATE EDUCATION LAW CTION 209,FOR ANY ICLE 145, 8.3, O � PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED -D � 4.8'°° n PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN REM IN ANYWAY IF O C:: c: x C D AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE TT ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND V -TI D V 07 N THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH OC --( ...� N / ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION 5 3' Z Z v m - ' COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED co O O 6 7 _ SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY W �i NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS 3.3' I OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED A 2 1 D' C PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE o� 07 f CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, 28,4' N SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS OTHER THAN VISIBLE PERMANENT STRUCTURES 20.5' D -U /� I N 53°05'40" E 37.09' m �o/ COPYRIGHTO NELSON 8 POPE,ENGINEERS AND SURVEYORS ALL RIGHTS K Q RESERVED NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, K RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED z IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN N Z co 15.7' O 3D•8' •--I z PERMISSION OF THE SURVEYOR cn rn 0 _171 Z C 12.8' N 4.6' c 0 O r _ ° 0 m zZ � Z DO rn z u °z N m _ 6.0' •cWiT 2 4' W co N 53005'40" E 43.82' S 36054'20" E 79.19' 01F NE* CO 61 J Js p y 3 cavo E y cs �s o N NOV — 4 2019co SO w v r� L s 1%0502"3 o� n „`. - = ® LAND.tcS C m I D 09-20-2019 FOUNDATION LOCATION 167.99'(ACTUAL) FOUNDATION AS- NSTRUCTED FOR UNITS 117-118 UNIT DESIGNATION MAP OF R=275.00' S52055'20"W HARVEST POINTE CONDOMINIUM 1 L=77.85' CD FILE NO.:471 FILED January 09, 2018 w SITUATED AT N go° co Lnn oma° TOWN OF CUTCHOGUE S 40052'3$" E oWo o •A' I TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK N j O o SO UTHOLD I S.0 T M DISTRICT 1000,SECTION 102 01,BLOCK 0100,LOTS 57&58 27.03 S52055'20"W m "' c NELSON & POPE 19.24' i t ENGINEERS $ SURVEYORS ^� _ _ 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 V G7 __ '+�� L~ J PHONE(631)427-5665 FAX(631)427-5620 .� GJ WWW.NELSONPOPE.COM m �T7 SCHOOL HOUSEDRAWN BY: NP CADD No.: INDNIDUALSURVEYS 00026_I SCALE: -I LANE CHECKED BY: PE FILE NO.: �+ SHEET NO.: 1 OF 1 DATE: 10-21-19 PROJECT NO.: 00026 I NOTES: THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE OPROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE W 43 9' m NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, O U ih (� c'7 z PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION r'$3, W 1.5' n Z) "/' IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, 1 PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FORANY 7.Q' C/) 4.8'c'1 2 D' U PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED o -i U W ^ co PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY IF qt Z 0 cn Q_' m�-- FW- [� AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE W U V L(,( 11 IIfV ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND O ~ n 05_ W ' I ' THE NOTATION'ALTERED BY FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH 10,0' Q� !L LL Z N � W ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION 5.3' 2 (U n Qa 2ND STY.O/H LL COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED rn 1 8,7'_ co z SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY EGRESS WIN 3.3' w I WELL,TYP O I Q STONE BASE U Q OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED U) I Q 10, W/8 R ER R 0 m N W PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE I. o 0 Z CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, 2 a❑ N 0.5' N 53°05'40" E 37.09' SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS OTHER THAN VISIBLE PERMANENT STRUCTURES O U)W a a 1 j ® ® COPYRIGHTO NELSON 8 POPE,ENGINEERS AND SURVEYORS ALL RIGHTS Ua❑ E BOX '-- RESERVED NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED 30.8' N IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN 15.7W N W PERMISSION OF THE SURVEYOR of U I 00 O W\ EGRESS WIN LU Q N STONE T DRIVE SE U CO / WELL,TYP. 1'6 p I Q �' W/8"PAVER a W iD O BORDER O W O Q U) _ 12.8' 0 N co LoMcq� 2 46' LU u u L— w Ln 0 O U — Q JJ� O W I Q C'D a 0 ori LL u Z of 0 H a (h U LLLL0 � a3 U) 6.0' x �' I is O 2.4' N U) O O N 6®EelV �® L) U 39.0' S 36°54'20" E alID N 53°05'40" E 43.82' p 79.19 ID 'oFT '�' m R=275.00' hU a z L=214.39' 0 a m C� Mo.050'�� a. S 81°34'23" E 67.78' I - � U J R=415.00' L=116.80' a Q - I os-zo-zo,s FOUNDATION LOCATION 'L/FINAL SURVEY FOR S 65°26'53" E 240.02' 167.99' (ACTUAL) N ,2-oa-zo,s SANITARY AS-BUILT UNITS 117-118 UNIT DESIGNATION MAP OF R=275.00' L=77.85' S52°55'20"W oz-2a-202o FINAL SURVEY HARVEST POINTE CONDOMINIUM 1 IJJ FILE NO.:471 FILED January 09,2018 S 49°09'21" E 238.82' '' O I SITUATED AT o TOWN OF CUTCHOGUE O Lo TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK oSOUTHOLD S C T.M.DISTRICT 1000,SECTION 102 01,BLOCK 0100,LOTS 57 8 58 S 40°52'38" E 27.03' � S52°55'20"W 19.24' ' NELSON & POPE € s ENGINEERS & SURVEYORS _ 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 TPHONE(631)427-5665 FAX(631)427-5620 Z W - WWW.NELSONPOPE.COM ILL. w LL SCHOOL HOUSE DRAWN BY: NP CADD No.:INDIVIDUALSURVSI iE 0002E I ISCALE:C0 LANE CHECKED BY: PE FILE NO.: SHEET NO.: 1 OF'IDATE: 02-18-2020 PROJECT NO.: 00026 =30' NOTES: THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE T- PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION I i O I 1 IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY IF AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE O F ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND m THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH N— ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION <�=O _ m< I f COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED 600— Q SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY �t Z N� ,p 0 N<� 43 9' m 1" WATER m I NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS �m=�= w' ��, W' SERVICE (� OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED V W�-w w w F v. 'n N 12 3' 1 5' N w 8.3' &)G) T UNDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED w N 4.8'bo 5' cD�' ••L COUNTY + p' q y�DEPARTMENT q� 7 fin, �p p L� ry --®-/--{--- - AS TO ACCURACY,EXISTENCE,EXACT LOCATION,TYPE OR USE,ACTIVE OR INACTIVE x CO D '� SUFFOLK C UN i Y 4Je-PAR i 7ti ENA OF HEALTH SI�q+pt�ICES ELECTRIC AND GAS UTILITY LOCATION PROVIDED FROM PSEG DISTRIBUTION DESIGN PLAN DATED 7/21/18 LOCATION OF GAS AND UTILITY IS APPROXIMATE AND LOCATED w � C CQ m O I I I D �T>J S p �p p� $'Q;9 WORKS �s TYPICALLY IN THE SAME TRENCH ACCURACY OF UTILITY IS NOT GUARANTEED NOR IS In 74-0 0' V Z (7 m N --1 APPROVAL OF CONS`` UCTED tl V ORKS FOR THERE ANY GUARANTEE THAT ALL EXISTING UTILITIES ARE SHOWN ON THIS MAP �m 53' i m n N Cu n m< G A SINGLE FAMILY RESIDENCE CONSULT WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR tk g �Q /��y FURTHER DESIGN Cel O V K 8.T_ m I Z coV J ®�aa '� °�°Ref. p®^'° I o — , v� PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE v, m r— CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, w o1 w 3.3' m D disposal arsd water Supply facilities d$f�pi�iLKa�liQn have bon SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS ,per CD The S a dis OTHER THAN VISIBLE PERMANENT STRUCTURES G) 1.0' m f oo Inspected aYWor rifled by this Department or other even I m w CteS�n�fc1a,IRd COPYRIGHTO NELSON&POPE,ENGINEERS AND SURVEYORS ALL RIGHTS '"�2 2 28 4' C o OI I bs Sa41Sfaick"FOR A IMUN R�F'o � BEDROOMS. RESERVED NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, iv< 20.5' D ""i _ Q-.6d 448Vu4F RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED ST. 4 < °� IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN SjT 7 O 1 GES GE__ E F m r PERMISSION OF THE SURVEYOR O j Z O I m O ADDITIONAL IMPROVEMENTS AND/OR POSSESSION,IF ANY,NOT LOCATED,NOT c,Z �< D ^' 30.8' II z Craig KI-Topper, P.E., Chief r SHOWN O 15,7' cm �e ALL SANITARY PIPING 4'AND 6-SDR-35,TYPICAL o w I c) G) —i Office of {c " MN-01- ai I i D 1N I _ _ 'v•'"c.�.. "MemY..as�, I moo 16' N ]b7 Im I 111 ao I O A I : M Z m 0� I_ m 12.8' I 4.6' Ei� r w A j m < w I4W Zm i N�' C71 z �A a m� o n m� m m I o, 6 0' N—w c�acn 12.9' m 24' 1"SEX WZ oN NEC7 w w SW�w "// w e_ ®f BbEY!! < <— I - NZ D7 39.0' I �� DAA' N— D-I 'qG oz. Z-axp 41 / 9 s A T'- N�07DZ O O O to m 0 Nmz= G7 DI N— O8 ® DIT I w m< �m I m O� No.50065 08 I f �® L -N m 09-20-2019 FOUNDATION LOCATION SANITARY AS-CONSTRUCTED SURVEY FOR o4_17_20,9 SANITARY AS-BUILT UNITS 117-118 UNIT DESIGNATION MAP OF oa-,7-2020 DRAINAGE ADDED HARVEST POINTE CONDOMINIUM 1 SANITARY SYSTEM AS-BUILT TABLE FILE NO.:471 FILED January 09, 2018 STRUCTURE NAME TIE A TIE B SITUATED AT UNITS#117-118 CUTCHOGUE ST-1 22.7' 59.7' TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK ST-2 17.9' 60.9' S.0 T M.DISTRICT 1000,SECTION 102.01,BLOCK 0100,LOTS 57&58 LP 77.2' 36.3' NELSON & POPE t € ENGINEERS & SURVEYORS IN HEALTH DEPARTMENT REFRENCE NUMBERS&AREA'S �}` _ 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 PHONE(631)427-5665 FAX(631)427-5620 UNIT No. HD RREF No. IHA131TABLE AREA1 GARAGE AREA TOTAL GROSS FLOOR AREA - WWW.NtLSONPOPE.COM 117 R10-17-0171 1 1,999 S.F. 486 S.F 2,485 S.F. DRAWN BY: NP CADD No.:- 00026_1 SCALE: ' =118 - _ ._� yam_ ___R10 17,0172 1,999 S.F. 486 S.F 2,4855 S.F. CHECKED BY: PE FILE NO.: SHEET NO.: I OF DATE: 12.04-19 PROJECT NO.: 00026 I� 1 DO'NOT ROCEED. r,, AP11JNGjUNTIL WITH SURVEY 'OOUNDATION LOCATION r HAS BEEN APPROVED. APPRO ED AS NOTED Fire separation DATE:S b' B.P. -� q, X ff required as per FEE: �d, I` b BY: NYS Code NOTIFY B DING DEPARTMENT AT, 765-1802 SAM TO 4 PM FOR THE FOLLOWING INSPECTIONS: ,1. FOUNDATION - TWO REQUIRED All exterior lighting - FOR POURED CONCRETE Installed,replaced or 9 ROUGH'- FRAMING & PLUMBING repaired shall conform 3. INSULATION to Chapter 172 4'. FINAL - CONSTRUCTION MUST of the Town Code BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF'NEW YORK STATE. NOT RESPONSIBLE FOR Clower door DESIGN OR CONSTRUCTION ERRORS. and ductwork testing required. COMPLY WITH ALL CODES OF Must provide Manuals NEW YORK STATE & TOWN CODES D J and S as er AS REQUIRED AND CONDITIONS OF NYS Energy Code SOUTHOLD TOWN,PLANNING BOARD EES TRUSS PLACARDING REQUIRED ELECTRICAL INSPECTION REQUIRED OCCUPANCY OR. ; , .. � o USE IS UNLAWFUL PLUMBER CERTIFICATION , ON LEAD CONTENT SEFORF WITHOUT CERTIFICATE CERTIFICATEOFOCCUPANC OF OCCUPANCY SOLDER USED IN WATER SUPPLY SYSTEM CANNOT �P , 1MgING EXCEED 2110 OF 1-6/o LEAD. DRAINAGE INSPECTIONS ARE REQUIRED 4I:UMBING WAS Contact TOS Engineering at 765=1560 before s ='�" c T, _ I. ,,.tER LINES NE Backfill,OR Provide Engineer's Certification ' .g"ARE COVER!N'7 that the drainage has been installed to Code. ;E �yTTH THESE APPLICABLE CODES: R302.12 Draftsto rn . In combustible construction where there is usable s ace both above and below the concealed s ace of a 915.2.3.1.1.1 A carbon monoxide alarm shall be rovid a st n a slee in area, within 15 feet of the slee in area. More TABLE o the F- PP 9 P P P gijc$8q R �6 °FY>aE14 'U8 P 9 P 9 2017 YORK STATE U IFOR CODE floor-ceilin assembl , draftsto s shall be installed so that the area of the concealed s ace does not exceed 1,000 s uare feet. a rb mo Id a m sal b o e wee ss r # t o sl e o re than Properties of Soil Classified According to the Unified Soil Classification System F-- EFFECTNE OCTOBER 31, 201 9 Y P P q R316.1 � 4 Is 8 of �R� � �{�M �b�e, e m�et� �gryd gig�t, �pepll��lo�i, coli �r'OPtiBnn W it s44��la i rP'o4�frdbgn Z 2017 NEYV YORK STATE CODE SUF'PLEEIIIENT (PUBLISHED JULY 2017, Draftstopping shall divide the concealed space into approximately equal areas. Where the assembly is enclosed by a floor a o b oar8on o i e e asti ma �a s, UNIFIED SOIL VOLUME W !"�1 2017 NES► YORK STATE ENERGY CONSERVATION CONSTRUCTON CODE membrane above and a ceiling membrane below, draftstopping shall be provided in floor-ceiling assemblies under the following 9 �j 1,1 2 CCaa�j n �ponQxl e. �4r sh�l� � o�i�ldedcgrnitair��h o �o{hat For�t�ings aCI on mpr�pxld go>�rc� solL CLASSIFICATION CHANGE R 1� aD21,f c�r1U ae If�y� I C g, f aA pp fl l� i��alis TOORI IaSiI I SUIatiO�I COmpO ental d livered GROUP gY M SOIL DESCRIPTION DRAINAGE FROST HEAVE POTENTIAL O 2017 YORK STATE ERGY C SER�1ATl CO UCTON CODE SUPS,�I FORMERLY AS THE 2016 NYSECCC, AUGUST circumstances: 1115 5 dtlf�ngoB a,#,AWS i9glhe t� gtn4rFl 4 r8$ ttiE h bv4i 91fiaRllPaclfGrP10 41a PtTf� �Ir kic AKt9q, PS8l l CHARACTERISTICS POTENTIAL NES► EN ON aI ENT ( REy�ED 9 2. .3 r n II • del t r In one sYMeoL EXPANSION V 2016. EFFECTfyE OCTOBER 31, 201 2. Floor framing is constructed of truss-type open-web or perforated members. { ( ) y U RferSflA'f>�tkfntbAdfgKRNNfifltWp ekr40P!fe 4itr% (t R eh@9R! >3)a tbttl4.cdi,rdly Ry1tY� th3€3r�uiRertl�ntl ld 3 are not covered b Gw WELL GRADED GRAVELS, GRAVEL SAND MIXTURES, 2016 RC 20% IRC PRIM R 302.1.12.1 Materials. Draftstopping material shall be not less than 1/2 inch gypsum board, 3/8 inch wood structural panels. 1 c 2 LITTLE OR NO FINES GOOD LOW Low 0 � � NYS ( 2ND mNG) R316.4 1 rVR81 �b�P7er3 UWeg§ �ffli>r413% al wed in Section R316.5, foam plastic shall be separated from the interior of a building by V 'G 2016 "EC (2016 IECC 2ND PRINTING) @A5.2.3.3.1 W0d 9@@ VVAr u6li M"n?t6VglkM gna8r1JTf1@EhJQ Dtn1 wM%rd GP POORLY GRADED�E OR NO FINES EL SAND MIXTURES, GOOD LOW LOW 0 V Q,. TITLE 19 NOR PARTS 1220 THROUGH 1228, 1240, 1264 AND 1266 AND PART 300 R302.13 Fire protection of floors. Floor assemblies that are not required elsewhere in this code to be fire-resistance rated, shall be R316.5.3 Attics. The thermal barrier specified in Section R 316.4 is not required where all of the following apply: GROUP I sw WELL GRADED SANDS, OR GRAVELLY SANDS, Z ^ y N 6 -5 rovided with a 1 2 inch sum wallboard membrane, 5 8 inch wood structural anel membrane, or a uivalent on the underside LITTLE OR NO FINES GOOD LOW LOW 0 W L , as SECTION R101 P / 9YP / P g 1. Attic access is required by Section R807.1. 1.= v >_ of the floor framing member. SP POORLY GRADED SANDS, OR GRAVELLY SANDS, PUMN4 W E 2. The space is entered only for purposes of repairs or maintenance. LITTLE OR NO FINES GOOD Low Law U ++ � Exceptions: ■I�'1 U > T °' R101.2 The provisions of the International Residential Code for One and Two Family Dwellings shall apply to the construction, alteration, 4. Wood floor assemblies using dimensions lumber or structural composite lumber equal to or great than 2 inch by 10 inch. 3. The foam plastic insulation has been tested in accordance with Section R316.6 or the foam plastic insulation is protected GM SILTY GRAVELS, GRAVEL SAND SILT MIXTURES O MEDIUM LOW � �N a ainst i nition usin 3/a inch sum board. � N 9 9 9 9YP SM SILTY SAND, SAND SILT MIXTURES GOOD MEDIUM LOW F•- w movement, enlargement, replacement, repair, equipment, use and occupancy, location, removal and demolition of detached one and R316.5.11 Sill lates and headers. Foam lastic shall be ermitted to be s ra a lied to sill lates and headers or installed in the (n J- v, a2 Z - two family dwellings and townhouses not more than three stories above grade plane in height with a separate means of egress Section R303 perimeter joist space without the thermal barrierpspecified in SectionyR316.4 subject o all of the following: Gc CLAYEY GRAVELS, GRAVEL SAND CLAY MIXTURES MEDIUM MEDIUM LOW Z U O"•5 ai,n and their accessa structuress not more than three stories above grade plane in height. se CLAYEY SANDS, SAND CLAY MIXTURES MEDIUM MEDIUM LOW L �'�`n M ry Light, Ventilation and Heating 1. The thickness of the foam plastic shall be not more than 3ti4 inch. 0 Q W e c+> R303.1 Habitable rooms. Habitable rooms shall have an a re ate lazin area of not less than 8 ercent of the floor area of such ML INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR, 0 99 9 9 9 P 2. The densit of the foam lastic shall be in the ran a of 0.5 and 2.0 ounds er cubic foot. e 4 R105.2 Work exempt from permit include retaining walls that are not over 4 feet in height measured from the bottom of the footing to rooms. Y P 9 P P SILTY OR CLAYEY FIND SANDS OR CLAYEY SILTS WITH MEDIUM HIGH Low u- �' m 3. The foam plastic shall have a flame spread index of 25 or less and an accompanying smoke developed index of 450 or GROUP 2 suGHT PLAsnclrY ❑ = ti ao the top of the wall, unless supporting a surcharge. Exceptions: less when tested in accordance with ASTM E 84 or UL 723. CL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, U cn 1. The glazed areas need not be operable where the opening is not required by Section R310 and a whole-house mechanical GRAVELLY CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN MEDIUM MEDIUM MEDIUM � co R109.1.5.1 Fire Resistance Rated Constriction inspection. Where fire resistance rated construction is required between dwelling units or due to ventilation system is installed in accordance with Section M1507. Section R317 Protection of Wood and Wood-Based Products Against Decay CLAYS To Low location on property, the builiding official shall require an inspection of such construction after lathing or gypsum board or gypsum 2. The glazed areas need not be installed in rooms where Exception 1 is satisfied and artificial light is provided that is capable R317 All sills and lates on exterior foundation wall to be ressure reservativel treated. r ar or n I joints and fasteners are to ed and P P P Y � panel products are in place, but before any plaster is applied, or befo a bo d pa e � p of producing an average illumination of 6 footcandles (65 lux) over the area of the room at a height of 30 inches above the Foundation wood Irders: wood irders seated in exterior foundation walls to have min. 1 2 inch air s ace all sides or ends finished. floor level. 9 9 / P R404.1.6 Height above finished grade. Concrete and masonry foundation walls shall extend above the finished grade adjacent to the R303.8 Exterior stairway illumination. Exterior stairways shall be provided with an artificial light source located at the top landing of the wrapped with aluminum flashing. foundation at all points a minimum of 4 inches where masonry veneer is used and a minimum of 6 inches elsewhere. R317.1 Location required. Protection of wood and wood-based products from decay shall be provided in the following locations by the R404.1.7 Backfill placement. Backfill shall not be laced a ainst the wall until the wall has sufficient strep th an R109.1.6.1 Elevation documentation. If located in a flood hazard area, the documentation of elevations required in Section R322.1.10 shall be stairway. Exterior stairways providing access to a basement from the outdoor grade level shall be provided with an artificial light - P 9 g d has been submitted to the building official prior to the final inspection. source located at the bottom landing of the stairway. use of naturally durable wood or wood that is preservative treated in accordance with AWPA U1 for the species, product, anchored to the floor above, or has been sufficiently braced to prevent damage by the back fill where the unbalanced preservative and end use. height of fill exceeds 4 feet. R317.1.1. Field treatment. Field-cut ends, notches, and drilled holes of preservative-treated wood shall be treated in the field in Section R405 Foundation Drains e R202 Definitions: Section R305 9 Continuous Insulation: Insulating material that is continuous across all structural members without thermal bridges other that Ceiling Height accordance with AWPA M4. ZZ R405.1 Concrete or masonry foundations. Drains shall be provided around concrete or masonry foundations that retain earth and " " R317.3 Fasteners and connectors in contact with preservative treated and fire retardant treated wood. Fasteners, including nuts and enclose habitable or usable s aces located below rade. Drains a tiles ravel or crushed stone drains erfora fasteners and service o enirn s. It is installed on the interior or exterior or is inte ral to an o a ue surface of the buildin P 9 9 9 p ted pipe or F- p g 9 Y P g 9 R305.1 Minimum height. Minimum ceiling heights of 7-0 In habitable rooms. Minimum ceiling heights of 6-8 In bathrooms, toilet washers, and connectors in contact with preservative treated wood and fire retardant treated wood shall be in accordance with other approved systems or materials shall be installed at or below the area to be protected and shall discharge by gravity envelope. rooms & laundry rooms. this section. The coating weights for zinc coated fasteners shall be in accordance with ASTM A 153. Stainless steel driven or mechanical means into an approved drainage system. U Bilin of an sto . Mezzanine: An intermediate Ie:vel or levels between the floor and c g y ry Exceptions: fasteners shall be in accordance with the material requirements of ASTM F 1667. Exception: A drainage system is not required where the foundation is installed on well drained ground or sand gravel � Windbome Debris Region: Areas within hurricane-prone regions located within 1 mile of the coastal mean high water line where 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 mixture with soils according to the unified Soil Classification System, Group I Soils, as detailed in Table R405.1. H the ultimate design wind speed (Vult) is 130 mph or greater. not less than 30 inches by 30 inches at the showerhead. R 319.1 Address identification. Buildings shall be provided with approved address identification. The address identification shall be legible Z 3. Beams, girders, ducts or other obstructions in basements containing habitable space shall be permitted to project to within 6 and placed in a position that is visible from the street or road fronting the property. Address identification characters shall Section R406 Foundation Water roofin and Dam roofin R301.1.1 Alternative provisions. As an alternative to the requirements in Section R301.1, the following standards are permitted subject to the feet 4 inches of the finished floor. contrast with their background. Address numbers shall be Arabic numbers or alphabetical letters. Numbers shall not be spelled P 9 ro 9 0 he limitations therein. Where en ineered desi n is used in conjunction with these standards the out. Each character shall be not less than 4 inches in hei ht with a stroke with of not less than 0.5 inch. Where re uired R406.1 Concrete and masonry foundation and floors be Except where required to be waterproofed, foundation walls that retain U limitations of this code and t g 9 � � R308.4 Hazardous locations. The locations specified in Sections R308.4.1 through R308.4.7 shall be considered to be specific hazardous 9 q earth and enclose interior spaces and floors below grade shall be dampproofed from the higher of (a) the top of the � design shall comply with the International Building Code. locations for the purposes of glazing. by the fire code official, address identification shall be provided in additional approved locations to facilitate emergency response. 1. AF&PA Wood Frame Construction Manual (WFCM). (2015 EDITION) R308.4.2 Glazing Adjacent to doors. Glazing in an individual fixed or operable panel adjacent to a door shall be considered to be a Where access is by means of a private road and the building address cannot be viewed from the public way, a monument, pole footing or (b) 6 inches below the top of the basement floor to the finished grade using a bituminous coating. 0 hazardous location where the bottom exposed edge of the glazing is less than 60 inches above the floor. or other sign or means shall be used to identify the structure. Address identification shall be maintained. F- J R301.1.3 En ineered desi n. Where a buildin otherwise conventional construction contains structural elements exceeding the limits of Section 1. Where the glazing is within 24 inches of either side of the door in the plane of the door in a closed position. R406.3.3 Porous Fill. The space between the excavation and the foundation wall shall be backfilled with porous fill up to a height of 0 m 9 9 9 Section R321 Elevators and Platform Lifts one-half of the backfilll heioght and covered with strips of 30 pound asphalt paper or 6 MIL polyethylene to permit water Z R301 or otherwise not conforming to this code, these elements shall be designed in accordance with accepted engineering practice. 2. Where the glazing is on a wall perpendicular to the plane of the door in a closed position and within 24 inches of the hinge see a e w it The extent of such design need only demonstrate compliance of nonconventional elements with other applicable provisions and shall side of an in-swinging door. R 321.1 Elevators. Where provided, passenger elevators, limited use and limited application elevators or private residence elevators shall P 9 h e avoiding infiltration of fine soils. The remainder of excavated area shall be backfilled with the same type of ❑ � C) be com atible with the erformance of the conventional framed s stem. En ineered desi n in accordance with the International com I with ASME A17.1 CSA 844. soil as was removed during excavation. p P Y 9 9 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 PY / Building Code is permitted for buildings and structures, and parts thereof, included in the scope of this code. plane of the adjacent walking surface of stairways, landings between flights of stairs and ramps shall be considered to be a Re 321.2 Platform Lifts. Where provided, platform lifts shall comply with ASME A18.1. W hazardous location. 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 1�'1 class one vapor retarder material. If this retarder material is used, provide 1 s.f. of venting per 1500 s.f. floor area. R301.2.1 Wind design criteria. Buildings and portions thereof shall be constructed in accordance with the wind provisions of this code using Exceptions: Section R322 Flood Resistant Construction Install vents within 3 feet of each corner of foundation. the ultimate design wind speed in Table R301.2(1) as determined from Figure R301.2(4)A 2. Glazing 36 inches or more measured horizontally from the walking surface. R 322.1 General. Buildings and structures constructed in whole or in part in flood hazard areas, including A or V Zones and Coastal A R408.4 Crawl space access panel to be min. 18" by 24". Openings through perimeter wall shall be not less than 16" b 24". TABLE R301.2(1) Zones, as established in Table R301.2(1), and substantial improvement and restoration of substantial damage of buildings and y CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA Section R310 Emergency Escape and Rescue Openings structures in floor hazard areas, shall be designed and constructed in accordance with the provisions contained in this section. �� UNFINISHED BASEMENTS IN A SINGLE FAMILY HOME & IN EACH TOWNHOUSE UNIT BASEMENT, ARE REQUIRED TO HAVE AT LEAST ONE Buildings and structures that are located in more than one flood hazard area shall comply with the provisions associated with GROUND Wind Design SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER FLOOD Air Mean the most restrictive flood hazard area. Buildin s and structures located in whole or in art in identified floodwa s shall be R502.2.2 Blocking and subflooring. Blocking for fastening panel edges or fixtures shall be a minimum of utility grade lumber. SNOW DESIGN UNDERLAYMENT Freezin Annual EMERGENCY ESCAPE AND RESCUE OPENING PER SECTION R310. (Egress window & window well) 9 P Y O SPEED Topographical Special Wind DESIGN FROST UNE HAZARDS 9 designed and constructed in accordance with ASCE 24. Subflooring shall be wood structural panels as specified in Section 503.2. FIreblocking shall be of any grade lumber. CATEGORY WEATHERING TERMITE DECAY TEMP REQUIRED Index Tem R310.1 Emer enc esca a and rescue o enin re uired. Basement shall have not less than one o erable emer enc esca a and rescue �. LOAD m h Effects Wind bourne DEPTH P 9 y P P 9 g P 9 y P R 322.1.5 Lowest floor. The lowest floor shall be the lowest floor of the lowest enclosed area, including basement, and excluding any 9 P P 9 � P ) R502.4 Joists under bearin artitions: Provide 2x full de th blockin ® 48" o.c. max. where beam is not located under wall to �T � Re Ion Debri opening. allow for i rn or vents. F_ w 9• unfinished flood-resistant enclosure that is useable solely for vehicle parking, building access or limited storage provided that P P 9 zone R310.2.1 Minimum opening area. Emergency and escape rescue openings shall have a net clear opening of not less than 5.7 square feet. such enclosure is not built so as to render the building or structure in violation of this section. R502.6 The ends of each joist, beam or girder shall have not less than 1 1/2 inches of bearing on wood or metal and not less W The net clear height opening shall be not less than 24 inches and the net clear width shall be not less than 20 inches. 36" MODERATE SLIGHT TO 10 00 Indow sill hei ht. Where a window is rovided as the emer enc esca a and rescue o enin it shall have a sill hei ht of not R 322.1.6 Protection of mechanical, plumbing and electrical systems. Electrical systems, equipment and components; heating, ventilating, than 3 inches on masonry or concrete except where supported by the use of approved joist hangers. � 20 130 NO (B) SEVERE TO HEAVY MODERATE De rees Yes X 15 R310.2.2 W g p g y p p g, g 9 air conditioning; plumbing appliances and plumbing fixtures; duct systems; and other service equipment shall be located at or R502.7 Lateral restraint at su orfs. Joists shall be su orted lateral) at ends b full de th solid blockin orb attachment to r ^ more than 44 inches above the floor; where the sill height is below grade, it shall be provided with a window well in accordance PP PP Y Y P 9 Y m V J above the elevation required in Section R322.2 or R322.3. band or rim oist. with Section R310.2.3. � R301.2.1.4 Exposure category. Exception: Locating electrical systems, equipment and components; heating, ventilating, air conditioning; plumbing appliances and R502.8.2 En ineered wood roducts. Cuts notches and holes bored in trusses structural com osite lumber structural T 1. Exposure B. Urban and :suburban areas, wooded areas or other terrain with numerous closely spaced obstructions having the R310.2.3 Window wells. The horizontal area of the window well shall be not less than 9 square feet with a horizontal projection and width lumbin fixtures• ducts stems• and other service a ui ment is a itt 9 P P ❑ 44 of not less than 36 inches. The area of the window well shall allow the emer enc esca a and rescue o enin to be full P 9 Y q p p rm ed below the elevation required in Section R322.2 or glue-laminated members, cross-laminated timber members or I-joists are prohibited except where permitted by the size of single family dwellings or larger. Exposure B shall be assumed unless the site meets the definition of another exposure. 9 Y P P 9 y R322.3 provided that they are designed and installed to prevent water from entering or accumulating within the components and manufacturers recommendations or as shown on these drawin s. O 2. Exposure C. Open terrain with scattered obstructions having a height less than 30 feet extending more than 1500 feet. opened. to resist hydrostatic and hydrodynamic loads and stresses, including the effects of buoyancy, during the occurrence of flooding 9 Ex osure D extends downwind 600 feet from the artiall obstructed area. Includes flat o en count and rassland. 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 to the desi n flood elevation in accordance with ASCE24. Electrical wirin s stems are ermitted to be located below the R502.11.1 Wood Truss Design. Wood trusses shall be designed in accordance with approved engineering practice & be prepared by a �j P P y P ry 9 or ste s usable with the window in the full o en osition. Ladders or runs shall have an inside width of not less than 12 9 9 Y P registered truss design professional where required by the statues of the jurisdiction in which the project is to be 3. Exposure D. Flat, unobstructed areas exposed to wind flowing over open water for a distance of not less tan 5000 feet. P Y P P 9 required elevation provided that they conform to the provisions of the electrical part of this code for wet locations. constructed. Ex osure D extends downwind 600 feet from the unobstructed area. inches, shall project not less than 3 inches from the wall and shall be spaced not more than 18 inches on center vertically for 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 U P PP Y rY 9 Y P PP Y Y 9 the full height of the window well. minimize or eliminate infiltration of flood waters into the system in accordance with the plumbing provisions of this code. &j R310.2.3.2 Drainage. Window wells shall be designed for proper drainage by connecting to the building's foundation drainage system required Section R506 Concrete Floors (On Ground) � 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 R 322.1.18 Flood-resistant materials. Building materials and installation methods used for flooring and interior and exterior walls and wall �, by Section R405.1 or by an approved alternative method. coverin s below the elevation re uired in Section R322.2 or R322.3 shall be flood damn a resistant materials that conform to R506.1 Concrete slab on grades to be min 3-1/2 inches thick. laterally unsupported bearing wall stud height permitted by Table R602.3(5). Individual walls or wall studs shall be permitted to 9 g 9 - Q exceed these limits as ermitted b Cha ter 6 rovisions, rovided that sto hei hts are not exceeded. An en ineered desi n Exception: A drainage system for window wells is not required where the foundation is on well-drained soil or sand-gravel mixture the provisions of FEMA TB-2. R506.2.2 Base. A 4 inch thick base course consistin of clean raded sand ravel crushed stone crushed concrete or crushed I- P y P P P ry 9 9 9 soils in accordance with the United Soil Classification S stem, Grou I soils, as detailed in Table R405.1. 9 9 9 U) shall be provided for the wall or wall framing members where the limits of Chapter 6 are exceeded. Where the story height limits " Y P R 322.2.2 Enclosed area below design flood elevation. Enclosed areas, including crawl spaces, that are below the design flood elevation blast-furnace slag passing a 2-inch sieve shall be placed on the prepared subgrade where the slab is below grade. of this section are exceeded, the design of the building, or the noncompliant portions thereof, to resist wind loads shall be in R311.6 Hallways: min. 36 clear width. shall: Exception: A base course is not required where the concrete slab is installed on well-drained or sand-gravel mixture soils F- U accordance with the International Building Code. R311.7 Stairways 1. Be used solely for parking of vehicles, building access or storage. classified as Group I according to the United Soil Classification System in accordance with Table R405.1. Z W 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 2. Be provided with flood openings that meet the following criteria and are installed in accordance with Section R322.2.2.1: R506.2.3 Vapor retarder. A 6-mil (0.006 inch) polyethylene or approved vapor retarder with joints lapped not less than 6 inches 2 R302.2 Townhouses. Common walls separating townhouses shall be assigned a fire-resistance rating in accordance with Section R302.2, required headroom height. Handrails shall not project more than 4 1X inches on either side of the stairway and the clear width of 2.1 The total net area of openings shall be not less than 1 square inch for each square foot of enclosed area where the shall be placed between the concrete floor slab and the base course or the prepared subgrade where no base course Z) Item 1 or 2. The common wall shared by two townhouses shall be constructed without plumbing or mechanical equipment, ducts the stairway at and below the handrail height, including treads and landings, shall be not less than 31 1h inches where a handrail enclosed area is measured on the exterior of the enclosure walls. exists. The vapor retarder is not required for Garages, utility buildings and other unheated accessory structures. 0 or vents in the cavity of the: common wall. The wall shall be rated for fire exposure from both sides and shall extend to and be is installed on one side of 27 inches where handrails are provided on both sides. R 322.2.2.1 Installation of openings. The walls of enclosed areas shall have openings installed such that: 0 tight against exterior walls and the underside of the roof sheathing. Electrical installations shall be in accordance with Chapters ! 0 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 Section R602 Wood Wall Framing 34 through 43. Penetrations of the membrane of common walls for electrical outlet boxes shall be in accordance with Section " R302.4. f R311.7.3 Vertical rise. A flight of stairs shall not have a vertical rise larder than 147 inches (12'-3 ) between floor levels or landings. enclosed area below the design flood elevation, each area shall have openings. R602.3 Design and ce^^traction. Components of exterior walls shall be fastened in accordance with Tables R602.3(1) through 1. Where a fire sprinkler system in accordance with Section P2904 is provided, the common wall shall be not less than a 1-hour ,R311.7.5.1 Risers. The riser height shall be not more than 8 1/4 per supplement. 2. The bottom of each opening shall be not more than 1 foot above the higher of the final interior grade or floor and the R602.3(4). :W0 sheathing shall be fastened directly to framing members and shall confirm to the requirements of Table fire-resistance-rated wall assembly tested in accordance with ASTM E 119 or UL 263. IR311.7.5.2 Treads. The tread depth shall be not less than 9 inches per supplement. finished exterior grade immediately under each opening. R602.3(3). 2. Where a fire sprinkler system in accordance with Section P2904 is not provided, the common wall shall be not less than a R311.7.5.3 Nosings. A nosing projection not less than 3/4 inch and not more than 1 J4 inches shall be provided on stairways with solid 3. Openings shall be permitted to be installed in doors and windows, doors and windows without installed openings do not meet 2-hour-resistance-rated wall assembly tested in accordance with ASTM E 119 or UL 263. I risers. the requirements of this section. •1 TABLE R602.3(1) FASTENING SCHEDULE TABLE R302.1(1) R311.7.8 Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. R 322.3 Coastal high-hazard areas (including V Zones and Coastal A Zones, where designated) Elevation requirements. EXTERIOR WALLS ;?311.7.8.2 Continuity. Handrails for stairways shall be continuous for the full length of the flight. 1. Buildings and structures erected within coastal high-hazard areas and coastal A Zones, shall be elevated so that the bottom DISCRIPTION , - A NI (a,b,c,d) MINIMUM MINIMUM FIRE Exceptions: of the lowest horizontal structural members supporting the lowest floor, with exception of piling, pile caps, columns, grade 1. BLOCKING BETWEEN ,;01ST$ OR RAFTERS TO TOP PLATE THREE 8D COMMON. TOE NAIL • EXTERIIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE beams and bracing, is elevated to or above the base floor elevation plus 1 foot or the design flood elevation, whichever is 1. Handrails shall be permitted to be interrupted by a newel post at the turn. higher. 2. CEILING JOISTS TO TOP PLATE THREE 8D COMMON. TOE NAIL kt - - N FIRE-RESISTANCE RATED 1 HOUR <5 feet R311.7.10.1 Spiral Stairways. Spiral stairways are permitted provided that the clear with at and below the handrail is not less than 26 inches 2. Basement floors that are below rade on all sides are rohibited.R 322.3.3Foundations. Buildin s and structures erected in W NOT FIRE-RESISTANCE RATED z5 feet 9 P 9 3. CEILING JOISTS (NOT ATTCHED TO RAFTER), LAPS THREE 16D COMMON FACE NAIL ¢ N ry ti ry °° and the walkline radius is not greater than 24} inches. Each tread shall have a depth of not less than 6J inches at the walkline. coastal high-hazard areas and Coastal A Zones shall be supported on pilings or columns. OVER PARTITIONS o N M w c�i PROJECTIONS FIRE-RESISTANCE RATED 1 HOUR ON THE UNDERSIDE 22 feet to <5 feet All treads shall be identical, and the rise shall not be more than 94 inches. Headroom shall not be less than 6 feet 6 inches. TABLE R302.1(2) R 311.8 Ramps. Section R325 Mezzanines 4. CEILING JOIST TO PARALLEL RAFTERS + LAPS TABLE R802.5.1(9) FACE NAIL EXTERIOR WALLS- DWELLINGS WITH FIRE SPRINKLERS 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 R 325.2 Mezzanines. The clear height above and below mezzanine floor construction shall be not less than 7 feet. 5. COLLAR TIE TO RAFTERS THREE 10D EACH FACE NAIL MINIMUM MINIMUM FIRE in 12 units horizontal (8.3 percent slope). All other ramps shall have a maximum slop of 1 unit vertical in 8 units horizontal R 325.3 Area limitation. The aggregate area of a mezzanine or mezzanines shall be not greater than one-third of the floor area of the 6. RAFTER OR ROOF TRUSS TO PLATE THREE 10D COMMON 2 ON SIDE + 1 ON OTHER TOE NAIL EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE (12.5 percent). Exception: Where it is technically infeasible to comply because of site constraints, ramps shall have a slope of not room or space in which they are located. The enclosed portion of a room shall not be included in a determination of the FIRE-RESISTANCE RATED 1 HOUR 0 feet more than 1 unit vertical in 8 units horizontal (12.5 percent). floor area of the room in which the mezzanine is located. 7. ROOF RAFTERS TO RIDGE, VALLEY OR HIP THREE 10D COMMON. TOE NAIL RAFTERS TWO 16D COMMON. END NAIL WAl1S NOT FIRE-RESISTANCE RATTED 3 feet R 312.1 Guardrails: Porches, balconies, ramps and stair landings 30" above floor or grade to be installed with 36" high railings, balusters R 325.4 Means of egress. The means of egress for mezzanines shall comply with the applicable provisions of Section R311. not to allow passage of a sphere 4 inches or more in diameter. R 325.5 Openness. Mezzanines shall be open and unobstructed to the room in which they are located except for walls not more than 8. STUD TO STUD (NO AT BWP) 16D COMMON AT 24"O.C. FACE NAIL R302.2.1 Continuity. The fire-resistance-rated wall or assembly separating townhouses shall be continuous from the foundation to the 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 36 inches in height, columns and posts. 9. STUD TO STUD (AT BRACED WALL PANEL) 16D COMMON AT 16"O.C. FACE NAIL id underside of the roof sheathin , deck or slab. The fire-resistance ratin shall extend the full len th of the wall or assembl , finished floor and greater than 72 inches above the finished grade or the other surface below on the exterior of the building, the Exceptions: " z z z z z z 9 9 9 Y 10. BUILT UP HEADER, TWO PIECES 16D COMMON AT 16 O.C. ALONG EACH EDGE FACE NAIL o_ 0 0 0 o O including wall extensions through and separating attached enclosed assessor structures. operable window shall comply with one of the following: 1. Mezzanines or portions thereof are not required to be open to the room in which they are located, provided that the 11. CONTINUOUS HEADER TO STUD V5 (0 0) 07 co U) R302.2.2 Parapets for townhouses. 1. Operable windows with opening that will not allow a 4 inch diameter sphere to pass through the opening where the opening is aggregate floor area of the enclosed space is not greater than 10 percent of the mezzanine area. FOUR 8D COMMON. TOE NAIL 1. The parapet shall extend not less than 30 inches above the roof surfaces. in its largest opened position. 2. In buildings that are not more than two stories above grade plane and equipped throughout with an automatic sprinkler 12. TOP PLATES TO TOP PLATE 16D COMMON 0 16"0/C FACE NAIL Ix W Ir M W Exception: A parapet is not required in the preceding two cases where the roof covering complied with a minimum Class C rating 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F 2090. system in accordance with Section R313, a mezzanine shall not be required to be open to the room in which the mezzanine is 13. DOUBLE TOP PLATES SPLICE 8-16D COMMON (24"MIN LAP SPICE EACH SIDE OF JOINT)) FACE NAIL 3. 0 erable windows that are rovided with window o enin control devices that com I with Section R312.2.2. located. m as tested in accordance with ASTM E 108 or UL 790 and the roof decking or sheathing is of noncombustible materials or approved P P P 9 PY 14. BOTTOM PLATE TO JOIST OR BLOCKING (NOT AT BWP) 16D AT 16"O.C. FACE NAIL o fire-retardant-treated wood for a distance of 4 feet on each side of the wall or walls or one layer of 5/8 inch Type X gypsum R312.2.2 Window opening and control devices. Window opening control devices shall comply with ASTM F 2090. The window opening control Section R403 Footings " N device, after o eration to release the control device allowin the window to full o en, shall not reduce the net clear o enin area R401.4.1 In lieu of a complete geotechnical evaluation footings shall be placed on rock, sand gravel and/or gravel, sand, silty sand, 15. BOTTOM PLATE TO JOIST OR BLOCKING (AT BWP) 2-16D AT 16 O.C. FACE NAIL o board is installed directly beneath the roof decking or sheathing, supported by not less than nominal 2 inch (51 mm) ledgers P 9 Y P P 9 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 walls and of the window unit to less than the area required by Section R310.2.1. clayey sand, silty gravel or clayey gravel with a presumptive design load bearing value of 2,000 PSF. Do not place footings 16. TOP OR BOTTOM PLATE TO STUD TWO 16D COMMON. END NAIL on soil that consists primarily of clay or silt or have any inorganic material or fill. any openings or penetrations in the roof are not within 4 feet of the common walls. � FOUR 8D COMMON. TOE NAIL 3. A ars et is not re uired where roof surfaces adjacent to the wall or walls are at different elevations and the hi her roof is Section R313 Automatic Fire S rinkler S stems R402.2 Concrete: A 28 day minimum compressive strength (f c) is required at the following locations: p p q � g P Y 17. TOP PLATES, LAPS AT CORNERS + INTERSECTION 2-16D COMMON FACE NAIL more than 30 inches above the lower roof. The common wall construction from the lower roof to the underside of the higher roof R313.1 Townhouse automatic fire sprinkler systems. Townhouses having a height of three stories above grade shall be equipment 2. Basement walls exposed to weather. 3000 psi plus 5 to 7% air entrainment 21. JOIST TO SILL, TOP PLATE OR GIRDER THREE 8D COMMON. TOE NAIL - x sue ro both sides. 3. Porch slabs ste s and arae slabs 0 i F- deck shall have not less than a 1 hour fire resistance rating. The wall shall be rated for a po r f m throughout with an automatic sprinkler system. p , g g 35 0 ps plus 5 to 7q air entrainment [�, R302.2.4 Structural independence. Each individual townhouse shall be structurally independent. R313.1.1 Design and installation. Automatic residential fire sprinkler systems for townhouses shall be designed and installed in accordance R 403.1.4.1 Frost protection: Bottom of all footings to be at least 36" below grade. 22. RIM JOIST OR BLOCKING TO SILL OR TOP PLATE SD COMMON ® 6"0/C TOE NAIL Z ^ with Section P2904 or NFPA 13D. 27. BUILT UP GIRDERS AND BEAMS 2X LUMBER 20D COMMON AT 32"O.C. T&B STAGGERED FACE NAIL AT EACH LAYER W Exceptions: R 403.1.5 Stepped Footings: Step footing 1 ft vertical maximum on 2 feet horizontal where slope of footing bottom exceeds 10� � v 1. Foundations su ortin exterior walls or common walls. ,8313.2 One and two family dwellings automatic fire systems. One and two family dwellings having a height of three stories above grade R 403.1.3.6 Isolated concrete footin s. In detached one and two famil dwellin s that are three stories or less in hei ht and constructed 28. 2X LEDGER IZ 0 pp g g y g g THREE 16D COMMON AT EACH JOIST OR RAFTER. FACE NAIL 5. Townhouses se arated b a common wall as rovided in Section R302.2, Item 1 or 2 shall be equipped throughout with an automatic sprinkler system. with stud bearin walls, isolated Iain concrete footin s su ortin columns or edestals are ermitted. " D m P Y P 9 P 9 PP 9 P P 31. WOOD STRUCTURAL PANELS: SUBFLOOR, 6D COMMON (WALL) 6 o/c at edges and J p R302.3 Two-famil dwellin s. Dwellin units in two-famil dwellin s shall be se arated from each other b wall and floor assemblies havin R313.2.1 Design and installation. Automatic residential fire sprinkler systems shall be designed and installed in accordance with Section R 403.1.6 Foundation Anchors e: Wood sole lates at exterior walls on slabs and all wood foundation wall sill lates shall be anchored Y 9 9 Y 9 P Y 9 9 P P ROOF, AND WALL SHEATHING TO FRAMING ( ) " / W Z u� not less than a 1-hour fire•-resistance rating where tested in accordance with ASTM E 119 or UL 263. Fire-resistance-rated P2904 or NFPA 13D. 8D COMMON ROOF 12 o c at interior with kz inch diameter anchor bolts spaced as shown on the plans and details. Bolts shall extend a minimum of 7 inches into � 8D COMMON (SUBFLOOR) supports (see note f) W floor/ceiling and wall assemblies shall extend to and be tight against the exterior wall, and wall assemblies shall extend from the concrete and located in the middle third of the width of the plate. A nut and washer shall be tightened on each anchor bolt. _ � foundation to the underside of the roof sheathing. Balconies and decks. Sprinkler protection shall be provided for exterior balconies, decks and ground floor patios of There shall be a minimum of two bolts per plate section and located not more than 12" or less than 3.5" from the end of a. All nails are snl:nth-common, box or deformed shanks except where otherwise stated. Nails used for framin and sheathin 0 I� U o Exceptions: dwelling units where the building is of Type V construction. Sidewall sprinklers that are used to protect such areas shall each plate section. Plates shall be protected against decay and termites. connections shall have minimum average bending yield strengths as follows: 80 ksi for shank diameter of f aming(20d commongnail), Z 1.A fire-resistance ratin of X hour shall be ermitted in buildin s e ui ed throw hout with an automatics rinkler s stem installed be permitted to be located such that their deflectors are within 1 inch to 6 inches below the structural members and a " " Ur 90 ksi for shank diameters lar er than 0.142 but not lar er than 0.177" and 100 ksi for shank diameters of 0.142 or less. � 9 P 9 q PP 9 P Y TABLE 8404.1.2(1) 9 9 in accordance with NFPA 13.. maximum distance of 14 inches below the deck of the exterior balconies and decks that are constructed of open wood d. 4-foot-b -8 font or 4 foot b 9 foot anels shall be a lied vertically C0 oist Construction. Minimum Horizontal Reinforcement for Concrete Basement Walls Y Y P PP Y W r T, Z R302.3.1 Supporting construction. Where floor assemblies are required to be fire-resistance rated by Section R302.3, the supporting 1 f. Intermediate supports shall be spaced 6 inches on center for a minimum of 48 inch distance from ridges, eaves and gable end 0 M■il construction of such assemblies shall have an equal or greater fire-resistance rating. MAXIMUM UNSUPPORTED walls and 4 inches on center to gable end wall framing. HEIGHT OF BASEMENT LOCATION OF HORIZONTAL REINFORCEMENT R302.5.1 Opening Protection. Honeycomb-core steel doors not less than 1 3/8 inches thick, or 20 minute fire-rated doors, equipped with a Section R314 Smoke Alarms WALL (FEE) self-closing device. Doors from garage into habitable space: 45 min. fire rated with self - closing device. R314.1 General. Smoke alarms shall comply with NFPA 72 and Section R314. R602.3(5) 2x4 wall studs at 16 inches on center with a maximum height of 10 feet shall support a maximum of one floor plus � 58 ONE NO. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be R314.1.1 Listings. Smoke alarms shall be listed in accordance with UL 217. Combination smoke and carbon monoxide alarms shall be AND ONE NO. 4 BAR NEAR MID- HEIGHT OF THE WALL STORY roof/ceiling assembly. 2x6 wall studs at 16 inches on center with a maximum height of 10 feet shall sup ort a maximum Cd U constructed of a minimum P1o. 26 gage sheet steel or other approved material and shall not have openings into the garage. listed in accordance with UL 2034. P R302.6 Dwellin - arae fire se aration. The arae shall be se arated as re uired b Table R302.6. 0 enin s in arae walls shall com I R314.3 Location. Smoke alarms shall be installed in the followin locations. ONE N0. 4 BAR WITHIN 12 INCHES OF THE TOP OF 111E WALL STORY w two floor plus roofsiceiling assembly. Exceptions: Where designed by in accordance with accepted engineering practice h Fu � 9 9 9 P 9 9 P g Y P 9 9 9 PY 9 >6 AND ONE N0. 4 BAR NEAR THIRD POINTS IN THE WALL STORY where the ultimate design wind speed is less than or equal to 130 mph, 2X6 #2 grade studs supporting a roof load with �" >- with Section R302.5. Attachment of gypsum board shall comply with Table R702.3.5. The wall separation provisions of Table R302.6 1. In each sleeping room. not more than 6 feet of tributary length shall have a maximum wall height of 18 feet when spaced at 16 inches on Z 00 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall. 2. Outside each separate sleeping area in the immediate vicinity of the bedrooms. center and 20 feet where spaced at 12 inches on center. ; W R302.6 Garage walls: 5/8 inch type X gypsum board on garage side, 1/2 inch type X gypsum board on opposite wall side at habitable 4. Smoke alarms shall be installed not less than 3 feet (914 mm) horizontally from the door or opening of a bathroom that R602.3.2 Top plate. Wood stud walls shall be capped with a double top plate installed to provide overlapping at corners and Z 9 Q TABLE 8404.1.2(8) Minimum Vertical Reinforcement for 6, 8, 10 and 12 inch Concrete Basement Walls intersections with bearin artitions. End o�nts in to lates shall be offset not less than 24 inches. Joints in plates C7 o vi areas. contains a bathtub or shower. 9 P j ' p p R302.6 Garage ceiling: 5/8 type X gypsum board R314.3.1 Installation near cooking appliances. Smoke alarms shall not be installed in the following locations unless this would prevent MINIMUM VERTICAL REINFORCEMENT BAR need not occur over studs. Plates shall be not less than 2 inches nominal thickness and have a width not less than the co width of the studs. R302.9 Flame Spread & Smoke Density Index. R309.2.1: Wall & ceiling finishes shall have a flame spread classification of not greater than placement of a smoke alarm in a location required by Section R314.3. SIZE AND SPACING (INCHES) ED q 200. R30.9.2: Wall & Ceiling finishes shall have a smoke developed index of not greater than 450. 1. Ionization smoke alarms shall not be installed less than 20 feet (6096 mm) horizontally from a permanently installed cooking MAXIMUM UNSUPPORTED MAXIMUM UNBALANCED DESIGN LATERAL SOIL PRESSURE OF R602.6 Drilling and notching of dimensional lumber to conform to sections R602.6, R602.6.1, and figure R602.6(1). Notching & �� RC,� WALL HEIGHT BACKFILL G bored hole limitations for exterior walls and bearin walls f' r C . p ERT 8302.11 Fire blocking shall be provided in wood-framed construction in the following locations: appliance. HEI HT 45 PSF PER FOOT OF DEPTH g Igu a 8602.6(2) Notching and bored hole limitations for interior Q. Ax 1. In concealed s aces of stud walls and artitions, including furred spaces and parallel rows of studs or staggered studs, as 2. Ionization smoke alarms with an alarm-silencin switch shall not be installed less than 10 feet 3048 mm horizontal) from a (FEET) (FEET) Do not backTll wtth any soil contatntnq stlt or clay. non bearing walls & figure 8602.6,1 top plate framing to accommodate piping. 16 gage and 1.5 inch wide metal tie t"' _,� '�� ,`,, P P 9 ( ) Y WALL THICKNESS (INCHES) fastened across and to the plate at each side of the notch with 8-10d nails each side. Folllow manufacturers Y.'1 C n n '�'\� follows: permanently installed cooking appliance. s ecifications for en ineered roducts. fl ure R602.6.1 a 10 12 P 9 P ( 9 ) ,r ,,: 1.1 Vertically at the ceiling and floor levels. 3. Photoelectric smoke alarms shall not be installed less than 6 feet (1828 mm) horizontally from a permanently installed cooking r T 11 �':'. '! 1.2 Horizontally at intervals not exceeding 10 feet. appliance. s Z NR NR NR f i . t dt ;� 9 8 5 ® 41 NR NR ?,. ,� 2. At interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. 4. R 314.4 Interconnection. Where more than one smoke alarm is required to be installed within an individual dwelling unit in ,( ;r,1 <J. �� 3. In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall comply with accordance with Section R314.3, the alarm devices shall be connected in such a manner that the actuation of one alarm will 10 s s ® 41 5 m 22 NR f!) M�._. Section R302.7. activate all of the alarms in the individual dwelling unit. NR denotes no reinforcin re uired. ,;f'A` 9 g /C: .' 4. At openings around vents, pipes, ducts, cables and wires at ceiling and floor level, with an approved material to resist the free Locate vertical bars %" clear from inside face of walls. The center of bars shall not vary from this by more than % inch. T��,EV`� passage of flame and products of combustion. The material filing this annular space shall not be required to meet the ASTM E 136 Section R315 Carbon Monoxide Alarms ...... ................................... requirements. R315.1 General. Carbon monoxide alarms shall comply with Section R315. JOB NUMBER 5. For the fire blocking of chimneys and fireplaces, see Section R1003.19. R315.1.1 Listings. Carbon monoxide alarms shall be listed in accordance with UL 2034. Combination carbon monoxide and smoke alarms 6. Fire blocking of cornices of a two-family dwelling is required at the line of dwelling unit separation. shall be listed in accordance with UL 2034 and UL 217. �j R302.11.1 Fireblocking materials. Except as provided in Section R302.1, Item 4, fireblocking shall consist of the following materials. R315.2 Where required. Carbon monoxide alarms shall be provided in accordance with Sections R315.2.1 and R315.2.2. O V O 1. Two-inch nominal lumber. P , 8315.2.1 New co9struction. For new construction, carbon monoxide alarms shall be provided in dwelling units where either or both of the UNITS 1 l 7 M O D EL A l l � 2. Two thicknesses of 1 nominal lumber with broken la oints. followin conditions exist. 5 3. One thickness of 23/32 inch wood structural panels with joints backed by 23/32 inch wood structural panels. 1. The dwelling unit contains a fuel fired appliance. = SHEET NUMBER 4. One thickness of 3/4 inch particleboard with joints backed by 3/4 inch particleboard. 2. The dwelling unit has an attached garage with an opening that communicates with the dwelling unit. 11 5. One half inch gypsum board. y g l l 8 M O D EL A 6. One quarter inch cement based millboard. 915.2.3.1 One Famil Dwellin s. 7. Batts or blankets of mineral wool or glass fiber or other approved materials installed in such a manner as to be securely 915.2.3.1.1 Buildings constructed on or after January 1, 2008. retained in place. W 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED TABLE R602.3(3) P2607.2 Pipes penetrating exterior walls. Where a pipe penetrates an exterior wall, waterproof seal shall be made on the exterior of the TRUSS I D E N T I F I CAT I 0 N SIGN C0 Requirements for Wood Structural Panel Wall Sheathing Used to Resist Wind Pressures (a,b,c) wall by one of the following methods: i••- �"� j N1101.11.1 (R303.2.1) Protection of exposed foundation insulation. Insulation applied to the exterior of basement walls, crawlspace walls and 1, A waterproof sealant applied at the joint between the wall and the pipe. PART 1265. RESIDENTIAL STRUCTURES WITH TRUSS Z W MINIMUM NAIL ULTIMATE DESIGN the erimeter of slab-on- rade floors shall have ri id, o a ue and weather-resistant rotective coverin to revent the de radation TYPE CONSTRUCTION, PRE-ENGINEERED WOOD W PANEL NAIL WIND SPEED V uR P 9 9 P q P g P 9 2. A flashing of an approved elastomeric material. � SPACING (mph) of the insulation's thermal performance. The protective covering shall cover the exposed exterior insulation and extend not less CONSTRUCTION AND OR TIMBER CONSTRUCTION 2 C MININIUM MINIMUM MAXIMUM WALL 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 � � WOOD NOMINAL PANEL STUD SPACING than 6 inches (153 mm) below grade. from the tank will cause damn a the tank shall be installed in a an constructed of one of the followin C) 2 SIZE PENETRATION STRUCTURAL THICKNESS (INCHES) WIND IXPOSURE 9 P 9 6' DIA. INCHES PANEL SPAN (INCHES EDGES FIELD CATEGORY N1101.14 (R401.3) Certificate (Mandatory). A permanent certificate shall be completed by the builder or HERS Rater professional and posted REFLECTIVE RED 6 ( ) RATING ) (INCHES O.C.) (INCHES O.C.) on a wall in the where the furnace is located, a utility room or an approved location inside the building. 1. Galvanized steel th aluminum of not less than cknes inch (0.6010 mm) in thickness. O '~ PANTONE (PMS) X187 � V ami B c D TABLE N1102.1.2 (R402.1.2) 2. Plastic not less than 0.36 inch (0.9 mm) in thickness. Z � � COMMON 1.75 24/'ds 7/16 16 6 12 170 140 135 Insulation and fenestration Requirements by Component 3. Other approved materials. w -6 A plastic pan shall not be installed beneath a gas-fired water heater. O L_ o rn R602.3.5 Braced wall panel uplift load path. Braced wall panels located at exterior walls that support roof rafters or trusses OZONE FENESTRATION u K ACTOR FENESTTRATION R VALUE FRAMOEOWALL MWAALL R VALUE �WALLL R Vn uE & SP cE U �, . u� (including stories below top story) shall have the wcll sheathing and fasteners designed to resist combined uplift and shear U-FACTOR SHGC R-VALUE R-VALUE R-VALUE DEPTH WALL Section U101 Scope EFLECTIVE � �.,� U C N R-VALUE forces in accordance with accepted engineering practice. U101.1 General. The provisions shall be applicable for new construction where solar-ready provisions are required. WHITE o .�(1) C]N> 4MARINE� 0.35 0.55 0.40 49 20 OR 13+5h 8/13 19 10/13 10,2 ft 10/13 " U) � y 2 Z- R802.11 Rafter or truss uplift force. Section U102 General Definitions 1 4• Z i � co rn For rafters at 16"o/c in 130mph wind speed. Roof pitch > 5/12 Exposure B / p Span (ft) 12 1Ei 24 28 32 36 42 48 N1102.2.2 (R402.2.2) Ceilings without attic spaces. Where section N1102.2 would require insulation levels above R-30 and the design of the Solar-Ready Zone. A section or sections of the roof or building overhang designated and reserved for the future installation of a 1/2" Q w Cl) solar photovoltaic or solar thermal system. TRUSS IDENTIFICATION SIGN STROKE U o N 0 U lift Force 117 149 182 203 226 247 281 314 roof/ceiling assembly does not allow sufficient space for the required insulation, the minimum required insulation for such = � - m P # COMPLIANCE WITH 19 NYCRR 1264 ti ao Increase x1.09 for Itch < 5 12. Increase x 1.5 for 24"o c s acin Increase x 1.32 for 140 m h. roof/ceiling assemblies shall be R-30. The reduction of insulation from the requirements of Section N1102.1.2 shall be limited to ❑ (� M P / / P g P Section U103 Solar-Ready Zone SIGNS IDENTIFYING THE EXISTANCE OF TRUSS CONSTRUCTION SHALL CONSISTS OF A CIRCLE 6 IN 500 sf (46 mz) or 20 percent of the total insulated ceiling area, whichever is less. M 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 r wl U103.2 Construction document requirements for solar ready zone. Construction documents shall indicate the solar-ready zone. DIAMETER,WITH A STROKE WIDTH OF 1/2.THE SIGN BACKGROUND SHALL BE REFLECTIVE WHITE IN � � accordance with ASTM C 1002: and shall penetrate the wood not less than 5/8 inch. N1102.2.4 (R402.2.4) Access hatches and doors. Access doors from conditioned spaces to unconditioned spaces such as attics and c a COLOR.THE CIRCLE AND CONTENTS SHALL BE REFLECTIVE RED IN COLOR CONFORMING TO PANIONE s aces shall be weatherstri ed and insulated to a level a uivalent to the insulation on the surroundin surfaces. U103.3 Solar-ready zone area. The total solar-ready zone area shall be not less than 300 square feet (27.87 mz) exclusive of P pP q 9 MATCHING SYSTEM(PMS)X187. a R702.4 Ceramic Tile. mandatory access or set back areas as required by the International Fire Code. New multiple single-family dwelling (townhouses) R702.4.2 Backer boards. Materials used as backers for wall tile in tub and shower areas and wall panels in shower area shall be of Exception: vertical doors that provide access from conditioned to unconditioned spaces shall be permitted to meet the fenestration SECTION 1265,4.SIGN OR SYMBOL re uirements of Table R1102.1.2 based on thea licable climate zone s ecified in Cha ter 3. three stories or less in height above grade plane and with a total floor area less than or equal to 2,000 square feet (185.8 mz) q PP P P THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BY AFFIXED TO THE ELECTRICAL BOX ATTACHED materials listed in Table R702.4.2, and installed in accordance with the manufacturer's recommendations. per dwelling shall have asolar-ready zone area of not less than 150 square feet (13.94mz). The solar-ready zone shall be N1102.2.8 (R402.2.8) Floors. Floor framing-cavity insulation shall be installed to maintain permanent contact with the underside of the corn osed of areas not less than 5 feet 1.52m in width and not less than 80 s uare feet 7.44 mz exclusive of access or set TO THE EXTERIOR OF THE RESIDENTIAL STRUCTURE PROVIDED,HOWEVER,THAT. IS AFFIXING THE SIGN OR TABLE R702.4.2 subfloor decking. P ( ) q ( ) SYMBOL TO THE ELECTRICAL BOX WOULD OBSCURE ANY METER ON THE ELECTRIC BOX,OR F THE UTILITY Backer Board Materials back areas as required by the International Fire Code. PROVIDING ELECTRICAL SERVICE TO THE RESIDENTIAL STRUCTURE DOES NOT ALLOW THE SIGN OR SYMBOL N1102.2.9 down o 1 Basement walls. Walls associated with conditioned basements shall is insulated from the top th the basement wall U 103.4 Obstructions. Solar-read zones shall be free from obstructions, includin but not limited to vents, chimne s, and roof-mounted TO BE AFFIXED TO THE ELECTRICAL BOX,THE SIGN OR SYMBOL SHALL BE AFFIXED TO THE EXTERIOR MATERIAL STANDARD Y g Y down to 10 feet (3048 mm) below grade or to the basement floor, whichever is less. Walls associated with unconditioned a ui ment. WALL OF THE RESDFNIIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRICAL BOX.THE GLASS MAT GYPSUM BACKING PANEL ASTM C 1178 q P FIBER REINFORCED GYPSUM PANELS ASTM C 1278 basements shall meet this requirement unless the floor overhead is insulated in accordance with Section N1102.1.2 and N1102.2.8. U103.5 Roof load documentation. The structural design loads for roof dead load and roof live load shall be clearly indicated on the SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED PRIOR TO THE ISSUANCE OF A CERTIFICATE Z NONASBESTOS FIBER-CEMENT BACKER BOARD ASTM C 1288 OR ISO 8336, CATEGORY c N1102.4.2 (R402.4.2) Fireplaces. New wood-buming fireplaces shall have tight-fitting flue dampers or doors, and outdoor combustion air. construction documents. OF OCCUPANCY OR A CERTIFICATE OF COMPLIANCE. O NONASBESTOS FIBER MAT REINFORCED CEMENTITIOUS BACKER UNITS ASTM C 1325 Where using tight-fitting doors on factory-built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested H U103.7 Electrical service reserved space. The electrical service panel shall have a reserved space to allow installation of a dual pole WOOD ROOF TRUSS SPECIFICATIONS: and listed for the fireplace. Where using tight-fitting doors on masonry fireplaces, the doors shall be listed and labeled in U TABLE R703.8.1 circuit breaker for future solar electric installation and shall be labeled "For Future Solar Electric". The reserved space shall be ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE � Allowable Spans for steel lintels supporting masonry veneer accordance with UL 907. TABLE N1102.4.1.1 (R402.4.1.1) positioned at the opposite (load) end from the input feeder location or main circuit location. INTERNATIONAL BUILDING CODE. W_ SIZE OF STEEL ANGLE NO STORY ONE STORY Two STORIES Air Barrier and Insulation Installation NM 5/8 INCH THICK ROOF SHEATHING IS TO BE USED, WHEN ROOF TRUSSES ARE SPECIFIED AS THE ROOF FRAMING MEMBERS. � e•` UI/4T A. AeovE GENERAL REQUIREMENTS A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE BUILDING ENVELOPE. 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. 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: Z L3x3x1/4 8'-0' 4'-8' 3'-O" THE EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINUOUS AIR BARRIER. E 3901.9 Garage Outlets. Garage receptacle, outlets must be serviced by a separate branch circuit that does not supply other outlets. At D (EQUATION 16-8) O L4x3x1/4 8'-0' 5'-0' 4'-e" BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. least one receptacle outlet is required for each car space in a garage. D + L (EQUATION 16-9) U 1.50.5x5/16 10'-0" 8'-0' S'-0' CEILING/ ATTIC THE AIR BARRIER IN ANY DROPPED CEILING/ SOFFIT SHALL BE ALIGNED WITH THE INSULATION AND ANY E 3902.11 Location of GFCI outlets. All GFCI Outlets must be faced in readil accessible locations. D + S GAPS IN THE AIR BARRIER SEALED. P Y (EQUATION 16-10) L8x3.5x1/4 14'-0" e'-5' 7'-O' ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE WALL DOORS To UNCONDITIONED ATTIC SPACES SHALL E 402.14 Tamper resistant receptacles. Nearly all 125 volt 15 and 20 amp receptacles to be tamper resistant. D + .6W (EQUATION 16-12) O ' ^ BE SEALED. D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) LL uMJ a. Long leg of the angle shall be placed in a vertical position. WALLS THE JUNCTION OF THE FOUNDATION AND THE SILL PLATE SHALL BE SEALED. D = DEAD LOAD, L = LNE LOAD, S = SNOW LOAD, W = LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL BE DETERMINED IN ACCORDANCE Z ` ' '' „ THE JUNCTION OF THE TOP PLATE AND THE TOP OF THE EXTERIOR WALLS SHALL BE SEALED. c. Minimum bearing to be 6 . KNEE WALLS SHALL BE SEALED. R703.12 Adhered masonry veneer installation. Adhered masonry veneer shall comply with the requirements of Section R703.7.3. WINDOWS. SKYLIGHTS AND THE SPACE BETWEEN WINDOW/ DOOR JAMBS AND FRAMING, AND SKYLIGHTS AND FRAMING SHALL BE 1 THE WORK SHOWN ON THESE DRAWINGS HAS BEEN DESIGNED IN WITH CHAPTER 26 TO 30 OF ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND SPEED (101 MPH BASIC DESIGNI WIND SPEED) IN EXPOSURE R703.12.1 Clearances. On exterior stud walls, adhered masonry veneer shall be installed: DOORS SEALED. ACCORDANCE WITH THE STRUCTURAL REQUIREMENTS OF THE 2015 CATEGORY B. ❑ INTERNATIONAL RESIDENTIAL CODE AS ADOPTED BY NEW YORK STATE. 1. Minimum of 4 inches (102 mm) above the earth RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: DESIGN LOADS: R703.12.2 Flashin at foundation. Acorrosion-resistant screed or flashin of a minimum 0.019 inch 0.48 mm or 26 a e alvanized or FLOORS (INCLUDING ABOVE THE AIR BARRIER SHALL BE INSTALLED IN ANY EXPOSED EDGE OF INSULATION TOLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BIUILD UP LOADS AS REQUIRED BY g 9 ( ) 9 9 9 GARAGE AND CANTILEVERED 2 THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR TABLE R301.7 ASCE7-10 , TCDL = 15 PSF, BCLL=10PSF, AND BCDL = 10 PSF. PROVIDE ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE NOTED plastic with a minimum vertilcal attachment flange of 3 X inches (89 mm) shall be installed to extend a minimum of 1 inch (25 FLOORS) THE FOLLOWING LIVE LOADS: ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. mm) below the foundation plate line on exterior stud walls in accordance with Section R703.4. SHAFTS, PENETRATIONS DUCTS SHAFTS, UTILITY PENTRATIONS, AND FLUE SHAFT OPENING TO EXTERIOR OR UNCONDITIONED ROOF: ALLOWABLE SPACE SHALL BE SEALED. GROUND SNOW LOAD 2OPSF FROM FIGURE R301.2(5) STRUCTURAL MEMBER TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75". � R703.14.2 Fire Separation. Polypropylene siding shall not be installed on walls with a fire separation distance of less than 5 feet (1524 mm) GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE AND CONDITIONED SPACES. MINIMUM DISTRIBUTED LIVE LOAD PER TABLE R301.5 DEFLECTION and walls closer than 10 feet (3048 mm) to a building on another lot. (FOR SOLAR READY ROOF DESIGN LOAD ADD: 24 POUNDS TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO IINSTALLATION. TRUSS DESIGN 0-4 Exception: Walls perpendicular to the line used to determine the fire separation distance. RECESSED LIGHTING RECESSED LIGHT FIXTURES INSTALLED AT IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO PER LINER FOOT DEAD LOAD FOR ROOF FRAMING) Rafters having slopes greater than 3:12 L/180 THE DRYWALL DRAWINGS SHALL INCLUDE THE FOLLOWING INFORMATION: O R703.8.2.2. Support by roof construction. A steel angle shall be placed directly on top of the roof construction. The roof supporting with no finished ceiling attached to rafters construction for the steel art le shall consist of not fewer than three 2 inch b 6 inch wood members for wood construction. A SHOWER/ TUB ON THE AIR BARRIER INSTALLED AT EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS SHALL SEPARATE THEM FLOORS: 40 PSF 1. DEPTH, SLOPE (IF ANY), SPAN, AND SPACING. sr 9 Y EXTERI012 WALL FROM THE SHOWERS AND TUBS. BALCONIES AND DECKS: 40 PSF Interior Walls and partitions H/180 2. LOCATION OF ALL JOINTS. P1 '! , wood member abutting the vertical wall stud construction shall be anchored with not fewer than three 5/8 inch diameter by 5 inch ELECTRICAL// PHONE BOX THE AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL OR COMMUNICATION BOXES OR AIR SEALED UNINHABITABLE ATTIC W/O STORAGE: 10 PSF Floors and Ceilings w/ brittle finish L/360 3. REQUIRED BEARING WIDTHS. F- P-y P4 lag screws to every wood stud spacing. Each additional wood roof member shall be anchored by the use of two 10d nails at ON EXTERIOR WALLS BOXES SHALL BE INSTALLED. UNINHABITABLE ATTIC WITH STORAGE: 20 PSF 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. W every wood stud spacing. Install flashing and weep holes. The maximum height of the brick veneer above the lintel shall be 12 HABITABLE ATTIC W FIXED STAIRS: 30 PSF All other structural members L/240 4.2. TOP CHORD DEAD LOAD. feet 8 inches, with max 7:12 roof pitch. See figures R03.8.2.1 & R703.8.2.2. N1102.4.5 (R402.4.5) Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage 4.3. BOTTOM CHORD LIVE LOAD. p 111��"' between conditioned and unconditioned s aces. All recessed luminaires shall be IC-rated and labeled as havin an air leaks a rate ULTIMATE DESIGN WIND SPEED: 130 MPH FROM FIGURE R301.2 4 A Exterior walls with plaster or stucco finish L/180 4,4. BOTTOM CHORD DEAD LOAD. V• ^ r R703.8.4 Masonry veneer shall be anchored to the the supporting wall studs with corrosion resistant metal ties embedded in mortar or grout P 9 g ( ) 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. m v •� V and extending into the veneer a minimum 1-1/2 inches, with not less than 5/8 inch mortar or grout cover to outside face. not more than 2.0 cfm (0.944 L/s) when tested in accordance with ASTM E 283 at a 1.57 psf (75Pa) pressure differential. All EXPOSURE CATEGORY: B FROM R301.2.1.4 Exterior walls with brittle finishes 1./180 4.5. CONTROLLING WIND LOADS. �W, minimum tie size= 22 US gage. Minimum tie fastener = 8d common nail. Airspace= Nominal 1" between sheathing & veneer. EAch recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. SEISMIC DESIGN CATEGORY: B FROM FIGURE 301.2.2 (exempt from Exterior walls with flexible finishes L 180 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. ❑ tie shall support not more than 2.67 square feet of wall area and shall be spaced not more than 32" on center horizontally and C402.4 (R402.4.6) Tenant Separation Walls (Mandatory). Fire Separations between dwelling units in two-family dwellings and multiple seismic provisions of code per R3ot.2.2) / 6. EACH REACTION FORCE AND DIRECTION. O 24 inches on center vertically. single-family dwellings (townhouses) shall be insulated to no less than R-10 and the walls shall be air sealed. PRESUMPTIVE LOAD-BEARING VALUE OF SOIL: 2,000PSF Per TABLE R401.4.1 Lintels supporting masonry veneer L/600 7, JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR R703.8.5 Flashing shall be located beineath the first course of masonry above finished ground level above the foundation wall or slab and at Includes soil classes: GW, GP, SW, SP, SM, SC, GM, and GC. EXCEPT WHERE SYMMETRICALLY other points of support., including structural floors, shelf angles and lintels where masonry veneers are designed in accordance with Section N1103 (R403) NOTE: Soils with clay or clay and silt will require a redesign LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. section R703.8. of building footings. 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. Systems 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. R703.8.6 Weepholes shall be provided in the outside Wythe of masonry walls i a maximum spacing of 33 inches on center. Weepholes shall N 1103.1 (R403.1) Controls (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. =) not be less than 3/16 inch in diameter. Weepholes shall be located immediately above the flashing. WbO ApXr101mp RCES IN THE TRUSS MEMBERS. N 1103.1.1 (R403.1.1) Programmable thermostat. The thermostat controlling the primary heating or cooling system of the dwelling unit shall TABLE R301.2(2) � be capable of controlling the heating and cooling system on a daily schedule to maintain different temperature set points at Door And Window Re uired Desi n Loads: 9ZO0EQ TREE MEST1ATJRU8E MW8WDBR9RINRiELQ�L0l*lG LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF Q R801.3 Roof drainage. All dwellings shall have a controlled method of water disposal from roofs that will collect and discharge roof different times of the da . This thermostat shall include the ca abili to set back or tem oraril o erate the s stem to maintain q g THE INTERNATIONAL BUILDING CODE. 0 y P �' P y P Y All exterior windows and doors shall meet minimum wind pressures � drainage to the ground surface not less than 5 feet from foundation walls or to an approved drainage system. zone temperatures down to 55'F (13'C) or up to 85'F(29'C). The thermostat shall initially be programmed by the manufacturer in pounds per square foot for 30 foot mean roof height, 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: F_ R802.1.5.4 Labeling. Fire-retardant treated lumber and wood structural panels shall be labeled. with a heating temperature set point no higher than 70'F (21'C) and a cooling temperature set point no lower than 78'F (26'C). exposure B, zone 5 (end wall zone) as follows: D (EQUATION 16-8) Z U R802.3 Framing details. Rafters shall be framed not more than 1 % inches (38 mm) offset from each other to ridge board or directly N1103.1.2 (R403.2) Hot water boiler outdoor temperature setback. Hot water boilers that supply heat to the building through one or two pipe D + L (EQUATION 16-9) W opposite from each other with a gusset plate as a tie. Ridge board shall be not less than 1 inch (25 mm) nominal thickness heating systems shall have an outdoor setback control that lowers the boiler water temperature based on the outdoor temperature. 130 MPH ULTIMATE 140 MPH ULTIMATE and not less in depth than the cut end of the rafter. At valleys and hips there shall be a valley or hip rafter not less than 2 WINDOW/DOOR SQ.FT.AREA WIND SPEED WIND SPEED D = DEAD LOAD, L = LNE LOAD, inch (51mm) nominal thickness and not less in depth than the cut end of the rafter. Hip and valley rafters shall be supported N1103.3 (R403.3) Ducts. Ducts and air handlers shall be in accordance with Sections N1103.3.1 through N1103.3.5. 0 at the ridge by a brace to a bearing partition or be designed to carry and distribute the specific load at that point. Where the 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 10 S.F. +18.2/-19.0 +21.2/-28.0 FLOOR TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: 0 roof pitch is less than three; units vertical in 12 units horizontal (25 percent slope), structural members that support rafters and (76.2 mm) in diameter and greater and R-6 where less than 3 inches (76.2 mm) in diameter. Supply and return ducts in other 20 S.F. +17.4 -22.0 +20.2 -26.0 TCLL = 40 PSF, TCDL = 10 PSF, AND BCDL = 5 PSF ceiling joists, such as ridge beams, hips and valleys, shall be designed as beams. portions of the building shall be insulated to a minimum of R-6 where 3 inches (76.2 mm) in diameter or greater and R-4.2 50 S.F. +16.3 -20.0 +19.0 -23.0 R802.3.1 Where ceiling joists or rafter ties are not provided, the ridge formed by these rafters shall be supported by a wall or girder where less than 3 inches (76.2 mm) in diameter. 100 S.F. +15.5 -19.0 +18.0 -22.0 TRUSSES SHALL HAVE A MAXIN'UM LNE LOAD DEFLECTION OF L/480 AND A TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75". designed in accordance with accepted engineering practices. Exception: Ducts or portions thereof located completely inside the building thermal envelope. TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN R802.7.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural glue-laminated N1103.3.2 (R403.3.2) Sealing (Mandatory). Ducts, air handlers and filter boxes shall be sealed, Joints and seams shall comply with either Table values shall be adjusted for heights > 30 and exposure C or D by multiplying by the DRAWINGS SHALL INCLUDE THE FOLLOWING INFORMATION: adjustment coefficient in Table R301.2(3). members, cross-laminated timber members or I-joists are prohibited except where permitted by the manufacturers the 2015 Intemationaf Mechanical Code (as amended), the 2015 International Residential Code (as amended) of the New York City 1. DEPTH, SPAN, AND SPACING. Plus sign signifies pressures acting toward the building surfaces. recommendations or where the effects of such alterations are specifically considered. Constructions Codes, as applicable. Minus sign signifies pressures acting away from the building surfaces. 2. LOCATION OF ALL JOINTS. R802.8.1 Bridging. Rafters and ceiling joists having a depth to thickness ratio exceeding 6 to 1 based on nominal dimensions shall be Exceptions: 3. REQUIRED BEARING WIDTHS. supported laterally by solid blocking, diagonal bridging (wood or metal) or a continuous 1 inch by 3 inch wood strip nailed across 1. Air-impermeable spray foam products shall be permitted to be applied without additional joint seals. 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. the rafter or ceilin oists ct intervals not exceedim 8 feet. 4.2. TOP CHORD DEAD LOAD. 9 j 9 2. For ducts having static pressure classification of less than 2 inches of water column (500 Pa), additional closure systems shall 4.3. BOTTOM CHORD LNE LOAD. n r � R802.9 Trimmer joist: single header and trimmer for openings up to 4-0" and doubled over 4'-0" unless otherwise noted on plan. not be required for continuously welded joints and seams, and locking-type joints and seams of other than the snap-lock and A B B R EU I AT I O N S 4.4. BOTTOM CHORD DF�4D LOAD. Connect with tecos for header joist spans of 6'-O" and greater. button-lock types. 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. Q N N ti N ai R806.3 Vent and insulation clearance. Where eave or cornice vents are installed, insulation shall not block the free flow of air. Not less N1103.3.3 (R403.3.3) Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage. 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. - c`i °' °D `" N1103.4 R403.4 Mechanicals stem i in insulation Mandato Mechanicals stem I in ca able of car In fluids above 105'F 41'C A.B. ANCHOR BOLT 6. JOIN REACTION FORCE AND DIRECTION. than a 1 inch s ace shall be rovided between the insulation and the roof sheathin and at the location of the vent. ( ) y p p g ( ry). y p'p' g p ry' g ( ) D.S. DOWNSPOUT LT, wT. LIGHTWEIGHT RMS. ROOMS p p 9 A.F.F. ABOVE FINISH FLOOR pTL DETAIL LT. LIGHT REINF. REINFORCING,REINFORCED 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR or below 55'F (13'C) shall be insulated to a minimum of R-3.N1103.7(R403.7) Equipment sizing and efficiency rating (Mandatory). ADJ. ADJACENT ADJUSTABLE EXCEPT WHERE SYMMETRICALLY / EA• EACH LVR• LOUVER RNG RANGE Heating and cooling equipment shall be sized in accordance with ACOA Manual S based on building loads calculated in accordance LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATE'S. Section R807 Attic Access A.F.T. ABOVE FINISH TREAD E.J. EXPANSION JOINT L•T• LAUNDRY TUB R.O. ROUGH OPENING 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. with ACCA Manual J or other calculated in accordance with ACCA Manual J or other approved heating and cooling calculation R807.1 Attic access. Buildin s with combustible ceilin or roof construction shall have an attic access o enin to attic areas that have a methodologies. ALUM. ALUMINUM R. vertical het ht of 30 ginches 762 mm or reater over an area of not less than 30 s uare feet (2.8mz . The vertical het ht shall ANCH. ANCHOR ELEC. ELECTRICAL RISER 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. 9 ( ) 9 q ( ) 9 ELEV. ELEVATION Mme• MASONRY RNID ROUND 10. DEFLECTION RATIO FOR LNE AND TOTAL LOAD. N1103.6 (R403.6) Mechanical ventilation (Mandatory) The building shall be provided with ventilation that meets the requirements of the 2015 < ANGLE MAT. MATERIAL be measured from the top of the ceiling framing members to the underside of the roof framing members. EQ. EQUAL S.C. SAWCUT 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. International Mechanical Code (as amended), the 2015 International Residential Code (as amended), or the New York City ARCH. ARCHITECTURAL MAX, MAXIMUM 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. The rough-framed opening shall be not less than 22 inches by w inches pens mm by 762 mm) and shall in located in a Construction Codes, as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have ® AT EQUIP EQUIPMENT MDO MEDIUM DENSITY OVERLAY SCHEM. SCHEMATIC hallway or other readily accessible location. Where located in a wall, the opening shall be not less than 22 inches wide by 30 automatic or ravit dam ers that close when the ventilations stem is not o eratin EXP. EXPANSION 9 Y P Y P 9• MECH. MECHANICAL SHLF SHELF * DRAFTSTOPPING: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF AFLOOR-CEILING � inches high (559 mm wide by 762 mm high). Where the access is located in a ceiling, minimum unobstructed head-room in the BD. BOARD EXT• EXTERIOR MIN. MINIMUM SHT. SHEET ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DRAFTSTOPPING SHALL O O O O O O attic space shall be 30 inches (762 mm) at some point above the access measured vertically from the bottom of ceiling framing Section N1104 R404 Electrical Power and Li htin S stems BLDG. BUILDING EE• EACH END SIM. SIMILAR DMDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING co co cn o7 cn cn members. See Section M1;i05.1.3 for access requirements where mechanical equipment is located in attics. ( ) 9 9 Y BM BEAM M.O. MASONRY OPENING S,S, STAINLESS STEEL MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR-CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: 5 5 N1104.1 (R404.1) Lighting and equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall MIL. METAL SIL, STEEL U - P - R TED M M ER a_ LU Z � Z BTM BOTTOM F/C FLOOR COVERING CHANGE Section R902 Fire Classification be high-efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high-efficacy BLKG. BLOCKING STRUCT. STRUCTURAL MATERIALS: DRAFTSTOPPING MATERIAL SHALL BE NOT LESS THAN 1/2 INCH GYPSUM BOARD, 3/8 INCH WOOD STRUCTURAL PANELS. R 902.1 Roofing covering materials. Roof shall be covered with materials as set forth in Sections R904 and R905. Class A, B or C lamps. Exception: Low voltage lighting. F.D. FLOOR DRAIN N.I.C. NOT IN CONTRACT m BRG. BEARING SUSP. SUSPENSION roofin shall be installed in urisdictions desi nated b law as re uirin their use or where the ed a of the roof is less than 3 FUR. FOUNDATION (NTS) NOT TO SCALE TYPICAL ROOF & FLOOR TRUSS NOTES: o 9 j 9 Y q 9 9 BRK BRICK SGD SLIDING GLASS DOOR �, FLR. FLOOR feet 914 mm from a lot line. Class A, B and C roofin re uired b this section to be listed shall be tested in accordance with Section M1305 Appliance Access BSMT BASEMENT SQ, SQUARE ( ) 9 q Y FP FIREPLACE * TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND MANUFACTURE OF N UL 790 or STM E 108. M1305.1 Appliances access for inspection service, repair and replacement. Appliances shall be accessible for inspection, service, repair and CENTER LINE O•C• ON CENTER r1. F.R. FIRE f2ATED TB TOWEL BAR METAL-PLATE-CONNECTED WOOD TRUSSES SHALL COMPLY WITH ANSI TPI 1. THE TRUSS DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY R 902.4 Roofto mounted hotovoltaic anels and modules, Roofto mounted hotovoltaic anels and modules installed on or above the replacement without removing permanent construction, other appliances, or any other piping or ducts not connected to the C.M.U. CONCRETE MASONRY UNIT OPER. OPERATOR I / P P P P P P FRM FRAME T & G TONGUE AND GROVE A REGISTERED PROFESSIONA ENGINEER IN THE STATE OF NEW YORK. roof coverin shall be tested, listed and identified with a fire classification in accordance with UL 1703. Class A, B or C appliance being inspected, serviced, repaired or replaced. A level working space not less than 30 inches deep and 30 inches wide C.J. CONTROL JOINT OPNG. OPENING 9 FT. FOOT / FEET TGS TOP OF GRADE SLAB * TRUSSES SHALL BE FABRICATED IN ACCORDANCE WFI'H THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT WOOD MEMBERS CLAMPED IN RIGID hotovoltaic anels and modules shall be installed in urisdictions desi nated b law as re uirin their use or where the ed a of (762 mm by 762 mm) shall be provided in front of the control side to service an appliance. COL. COLUMN OPT• OPTIONAL V) P P 1 9 Y q 9 9 FFG FOOTING TFW TOP OF FOUNDATION WALL FIXTURES DURING ASSEMBLY TO INSURE TIGHT FITTING JOINTS. the roof is less than 3 feet (914 mm) from a lot line. M1305.1.3 Appliances in attics. Attics containing appliances shall be provided with an opening and a clear and unobstructed passageway large CONC. CONCRETE O.S.B. ORIENTED STRAND BOARD Typ TYf ICAL * TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. THE CONTRACTOR IS ~ ' h s m hi h and 22 inches 559 mm wide and GA. GAUGE Z W R 903.2.1 Exposed wall flashing required to have akick-out where the eave of the roof intersects a wall to prevent water intrusion into the enough to allow removal of the largest appliance, but not less than 30 Ince (762 m ) g ( ) CONI. CONDITION OZ. OUNCE T TREAD RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN wall assembly. not more than 20 feet (6096 mm) long measured along the centerline of the passageway from the opening to the appliance. CONT. CONTINUOUS G CV• GALVANIZED 1/R ONE ROD TR TOWEL ROD DESIGNED AND INSTALLED TO PREVENT ROTATION AND PROVIDE LATERAL STABILITY IN ACCORDANCE WITH ACCEPTED INDUSTRY PRACTICE SUCH AS W F", U R 905.1.2 An ice barrier water shield shall be installed er manufacturer s s ecifications, to maintain roduct warrant . Ca down front of fascia, GENERAL CONTRACTOR 2 cD / p p p y Try M1307,3 Elevation of ignition source. Appliances having an ignition source shall be elevated such that the source of ignition is not less CONST. CONSTRUCTION GEN. 1/S ONE SHELF TRPL TRIPLE THE SBCA BUILDING COMPONENT SAFETY INFORMATION (BCSI) GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING & BRACING OF METAL PLATE a than 18 inches 457 mm above the floor in ars es. CTSK. COUNTERSUNK GENERAL CONNECTED WOOD TRUSSES. O m _ min 4" typical. Apply ice & welter shield in fair weathelr when the air, roof deck and membrane are at temperatures of 40 degrees Fahrenheit ( ) g g GYP• GYPSUM PC POURED CONCRETE O C.O. CASED OPENING U.N.O. UNLESS NOTED OTHERWISE • TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE APPROVAL OFA _J or hi her. Ice rotection re uirements er table R301.2' 1 . Install ice & water shield at all eaves able ends, his & Valle s. On roofs slo es M 1502 Clothes dryer duct maximum length not to exceed 35' from the connection to the transition duct and reduced 2-1/2 inches for PBD. PARTICLE BOARD � g P q P ( � ' g P y P CANT. CANTILEVER G•L• GLUE LAM REGISTERED DESIGN PROFESSIONAL. W w less than 4:12, entire roof to receive ice & water shield. every 45 degree bend and 5 feet for each 90 degree bend. Install booster fan for additional lengths. Clothes dryer exhaust system HGT. HEIGHT PL• PLATE VERT VERTICAL ce shall corn I with code section M1502 listed and labeled in accordance with UL2158A. Exhaust duct size shall corn I with code C.T. CERAMIC TILE tit P Y P Y PNL. PANEL W I w VER FY IN FIELD reater. For roof HDWR, V.I.F. F H R 905.2 Slope. Asphalt shingles shall be used only on roof slopes of two units vertical in 12 units horizontal (2:12) or g CLG. CEILING HARDWARE f��E� �IS�I� �g��1NTIq�EOFF�ILFL��S. 0 � _ section M1506. HORZ. HORIZONTAL,HORIZONTALLY PWD• PLYWOOD W WASHER slopes from two units vertical in 12 units horizontal (2:12) up to four units vertical in 12 units horizontal (4:12), double C.M. CROWN MOULD U o underlayment application is required in accordance with Section R905.1.1. M 1506 Exhaust openings: A minimum clearance of 3-0" is required between air exhaust terminations and openings into the building. C.R. CHAIR RAIL HD.WD. HARDWOOD PF. PREFABRICATED W/ WITH 1. The mechanical systems shall be installed in accordance with chapters 12-24 of the 2015 IRC & 2016 NYSRC. Z R 905.2.5 Fasteners. Fasteners for asphalt shingles shall be galvanized steel, stainless steel, aluminum or copper roofing nails, minimum 12 M1507.4 Minimum required local exhaust rates for one & two family homes. HR. HOUR PR. PAIR WD• WOOD 2. The plumbing systems shall be installed in accordance with chapters 25-33 of the 2015 IRC & 2016 NYSRC. O o gage [0.105 inch (3 mm)] shank with a minimum 3/8 inch diameter (9.5 mm) head, complying with ASTM F 1667, of a length to Area to be exhausted: Kitchen = 100 cfm intermittent or 25 cfm continuous. D DRYER HDR. HEADER PROJ. PROJECT / PROJECTED W.VV_F, WELDED WIRE FABRIC 3. The electrical systems shall be installed in accordance with chapters 34-41 of the 2015 IRC & 2016 NYSRC. U) F2 enetrate throw h the roofin materials and not less than % inch 19.1 mm into the roof sheathin Where the roof sheathin is Area to be exhausted: Bathrooms/ toilet rooms= Mechanical exhaust capacity of 50 cfm intermittent or 20 cfm continuous. PENNY HB HOSE BIB PSI POUNDS PER SQ. IN. WO OR W/0 WALKOUT 4. All general notes unless otherwise noted on plans or product specifications. W z P 9 9 ( ) 9• 9 DBL. DOUBLE I.D. INSIDE DIAMETER PSF POUNDS PER SQ.FT. WNDyy WINDOW 5. All applicable state & local codes, ordinances and regulations if any. less than '/. inch (19.1 mm) thick, the fasteners shall penetrate through the sheathing. DIA. DIAMETER P.T. PRESSURE TREATED R 905.2.8.3 Sidewall flashing. Base fla:;hing against a vertical sidewall shall be continuous or step flashing and shall be not less than 4 G2415.7.1 (404.7.1) Piping through bored holes or notches. Where piping is installed through holes or notches in framing members and the DIA, DIRECTION INGR. IN GROUND 6. In areas where the drawings do not address methodology, the contractor shall be bound to perform strict compliance with ❑ Z w inches (102 mm) in height and 4 inches (102 mm) in width and shall direct water away from the vertical sidewall onto the roof piping is located less than 1 1/Z inches (38 mm) from the framing member face to which wall, ceiling or floor membranes will be ON DOWN INSUL INSULATION QUAD. QUADRUPLE manufacturers specifications and / or recommendations. [�] � INT. INTERIOR REQ'D REQUIRED 7. General contractors and subcontractors to review these construction documents u on recei t from architect and re = � or into the gutter. Where siding is provided on the vertical sidewall onto the roof or into the gutter. Where siding is provided on attached, the pipe shall be protected by shield plates that cover the width of the pipe and the framing member and that extend DR. DOOR REF. P P port any and all Iii ( � I.S. INSIDE CORNER REFER TO REFERENCE discre ancies includin an dimensional conflicts, immediate) � the vertical side wall, the vertical leg of the flashing shall be continuous under the siding. Where anchored masonry veneer is not less than 4 inches (51 mm) to each side of the framing member. Where the framing member that the piping passes DW DISH WASHER RMS. ROOMS P 9 Y y to architect for corrective measures prior to construction. � V � provided on the vertical sidewall, the base flashing shall be provided in accordance with this section and counterflashing shall be through is a bottom plate, bottom track, top plate or top track, the shield plates shall cover the framing member and extend not DWG, DRAWING JT• JOINT REINF. REINFORCING,REINFORCED 8. DO NOT SCALE DRAWINGS. DIMENSIONS SHALL BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NIOTED. provided in accordance with Section R703.7.2.2. less than 4 inches (51 mm) above the bottom framing member and not less than 4 inches (51 mm) below the top framing KSI KIPS PER SQUARE INCH 9. The general notes and typical details apply throughout the job unless otherwise noted or shown. z m 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 member. 10. DISCREPANCIES: The contractor shall compare and coordinate all drawings; when in the opinion of the contractor, a discrepancy exists, tit overlapped not less than 2 inches (51 mm). Drip edges shall extend not less than 9 inch (6.4 mm) below the roof sheathing G2415.7.3 (404.7.3) Shield plates. Shield plates shall be of steel material having a thickness of not less than 0.0575 inch (1.463 mm) (No. the contractor shall promptly report it to the architect for proper adjustment before proceeding with the work, Z and extend up back onto the roof deck not less than 2 inches (51 mm). Drip edges shall be mechanically fastened to the roof 16 gage) 11. OMISSIONS: In the even certain feature of the construction are not fully shown on the drawings, their construction shall be of the (D 0 --� o deck at no more than 12 inches 305 mm o.c. with fasteners as s ecified in Section R905.2.5. Underla ment shall be installed G RAP H I C SYM B 0 LS same character as for similar conditions that are shown or noted elsewhere on the construction document set. - / _ ( ) P Y G2426.7.1 (502.7.1) Door swing. Appliances and equipment vent terminals shall be located such that doors cannot swing within 12 inches 1n " ..c��.�. �..,.,;..,..y..:,;............ over the drip edge along eaves and under the drip edge along rake edges. (305 mm) horizontally of the vent terminal. Door stops or closures shall not be installed to obtain this clearance. 12. All work Is to be performed In a professional manner and In accordance with best practice and consustent with manufacturers and W 01 o . _R7 C C�,1\ G2427.8 A mechanical draft ventin s stem, excludin direct vent a liances, shall terminate not less than 4 feet below, 4 feet horizontal) STRUCTURAL CALL. REFERENCE suppliers recommended installation procedures. D G� Ei rF, �.1 9 Y 9 PP Y r� _ (� R 1001.1 Masonry fireplaces & chimrneys to be constructed in accordance with Section R1001 and the applicable provisions of Chapters 3 from or 1 foot above any door, operable window or gravity air inlet into any building. The bottom of the vent terminal shall be ® 13. The architect has not been retained to perform framing inspections and / or field inspection. The architect is therefore not responsible U �y F.;-,? m �n and 4 of this code. located not less than 12 inches above finished ground level. XX DETAIL REFERENCE for any and all conflicts including weatherazation, water proofing and framing with respect to the construction documents. i' �, :r.-r' �,�'_ � �\I 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 The vent terminal of a direct vent appliance with an input of 10,000 BTU per hour or less shall be located not less than 6 inches XX c� PURSUANT TO SECTION 69.5 (b) OF THE NEW YORK STATE EDUCATION DEPARTMENT, REGULATIONS OF THE COMMISSIONER "REGULATIONS" 8 �'".:r _ 7 than 3 feet above the highest point where the chimney passes through the roof. from any air opening into the building. Such an appliance with an input over 10,000 BTU per hour but not over 50,000 BTU per FLOOR FINISH CHANGE NYCRR 69.5, ENTITLED "SEALS", AN ARCHITECT WHO SEALS "PLANS, SPECIFICATIONS AND REPORTS" MUST PLACE A STAMPED WARNING ON THE W -` ' r hour shall be installed with a 9 inch vent termination clearance. SEALED DOCUMENT INDICATING THAT: IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDIER THE DIRECTION OF A LICENSED = �''r -a` Section R1004 Factory-Built Fireplaces 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 O DOOR / HARDWARE TYPE ARCHITECT, TO ALTER AND ITEM IN ANY WAY. U o `�- i R 1004.1 Factory built fireplaces shall be listed and labeled and shall be installed in accordance with the conditions of the listing. Factory from any air opening into the building. fn 23810 0) built fireplaces shall be tested in accordance with UL 127. XX - - - XX BUILDING SECTION ❑ 0rNEW� R 10004.5 Gasketed fireplace doors. A gasketed fireplace door shall not be installed on a factory built fireplace except where the fireplace Section G2439 (614) Clothes Dryer Exhaust XX XX system has been specifically tested, listed and labeled for such use in accordance with UL 127. #�--- PARTITION TYPE G2439.1 (614.1) Installation. Clothes dryers shall be exhausted in accordance with the manufacturers Instructions. Dryer exhaust systems �/ R 1006.1 Factory built or masonry fireplaces shall be equipped with an exterior air supply to ensure proper fuel combustion unless the room shall be independent of all other systems and shall convey the moisture and any products of combustion to the outside of the is mechanically ventilated and controlled so that the indoor pressure is neutral or positive. See sections R1006.1.1- R1006.5. building. JOB NUMBER Ener Efficienc G2439.4 (614.5) Dryer exhaust duct power ventilators. Domestic dryer exhaust duct power ventilators shall be listed and labeled to UL 705 9Y Y for use in dryer exhaust duct system. The dryer exhaust duct power ventilator shall be installed in accordance with the 2 0 1 6 0 2 3 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 manufacturer's instructions. UNITS l l 7 MODEL A 1 1 . cellulose) shall be written in inches (mm) or markers that are installed at least one for every 300 square feet (28 m2) throughout J W the attic space. The markers shall be affixed to the trusses or joists and marked with the minimum initial installed thickness with SHEET NUMBER Section P2607 Waterproofing of Openings numbers not less than 1 inch (25 mm) in height. Each marker shall face the attic access opening. Spray polyurethane foam P2607.1 Pipes penetrating roofs. Where a pipe penetrates a roof, a flashing of lead, copper, galvanized steel or an approved elastomeric thickness and installed R-value shall be listed on certification provided by the insulation installer. material shall be installed in manner that reverts water ent Into the buildin Counterflashin Into the o enin of I e servin R�' P ry g 9 P SI PP 9 & l l8 MODEL A Z as a vent terminal shall not reduce the required internal cross-sectional area of the vent pipe to less than the internal cross-sectional area of one pipe size smaller. O U) W COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WHEN NOT ALIGNED WITH RAFTER, U ��X CONNECT KING 5TUD5 TO TOP PLATE F- CS__W1 TO EACH PAR ROOF FRAMING WRAP 1-1/4"X22 GA.6ALV.COIL STRAP Z ATT(1.x20 X 2e MIN. OF 6PROSN5 RAFTERS OVER TOP OF TOP PLATE AND NAIL 2x4 OR 2xb a CRIPPLE STUDS ATTACH S FAI PAR ROG7 2x ACG LEDGER W/2-3/8"x5" LA& DBL TOP PLATE I6"O.G. U OF OPPOSN6 RAF)ER5 0 �, V RG17,=RAr=1tR, 5E F1N1 BOLTS® I6"Or, INTO STUDS `- SM PIJW SIMi'50N STRONG-TIE 2X BLOCKINGI I / R p :3 A35 a EVERY RR AT 2 END BAYS 2X4 STUD WALL OR Z a .2 6M'SON STR" 5I P"STR" - - - GEILIN6 J015T OR W STRONSBAGK5 � � o 51MP50N STRONfrTE H2 812 NAILS I N IE 6ABLE END TRUSS0 •+� ` -TE 1125 TE lib TVP. 8d RAILS TVP. RDEE STRAPS 5MNL pE ATTAGIfD TO EACH PAR Cf GfP051N6 RAFTERS. ALTERNATE TO RIDGE STRAP, SIMPSON STRO G T TRU55 BOTTOM CHORD RAFTER H2 CONNECTOR GS '� C) `IBJ ti b PVFW RDC£STRAPS ARE NOr RFS mn 6CLLAR TES Of PROVIDE 2X4 COLLAR TIE AT HI3® EVERY RR RAFTER TO STUD AND KINGS �� V CNS FOR WHBd STUDS AMD 115E M GONIBINAT10N t7tlY WH6l 51U� NGMN�I D�aR 2X4 LU,1tfR ARE LOGAT®N TIE if Th D Gf rtf UPPER THIRD OF THE ATTIC SPACE (WEEN ALIGNED) ++ 8 CC�l>: v IRAIFTERS AWN y DO 1NOT AL16H ArW SPACE AND ATTKW TO EACH PAR 6F RAPTETtS W/4-IOd NAILS MU 4 lod AT EACH RAFTER) 05-22 STRAP AT � ,� ��?Z EACH STUD,SEE Z a � 5 (a� L5U26 FOR 2xb DETAIL 4 &�:5 M LSUB FOR 2x8,2x10,OR 2x12 's! 0 Q W th m FRAMED G ❑ V r_ y co co WI OR Cl) I 2x4 OR 2xb Dom` Cl) 'RIDGE 5TRAP DETAIL / -RIDGE STRAP DETAIL BIMP50N 5TRONG-TIE , (FOR CATH.CL65 WITHOUT COLLAR TIES) / (WITH OR WITHOUT COLLAR TIE5) LU2& ® EVERY GJ STUDS® Ib O.G. NO SPECIAL FT _ a r 2 / ' 2x AGG LEDGER W/3/8"x5" LAG, CONNEGTOR5 tw oisr. N.TS. LOCATE AT / N.TS. LOCATE AT EVERY FL4FIER BOLT® I6" OG INTO 5T11D5 STRAPPING TO BE I-I/4"X22 6A IN THIS AREA slMP5 N STRONG E�fvPSa0N1 5TRON5 -TE LT5 TE M6 / 6ALV.,SEE DETAIL 4/121.ALL STRAPPING Teon"MAY 11 12 1`APP)ED / GABLE END WALL TO BEAR A MIN.OF 10"ON FRAMING. SD NAILSTYP. // PORCHROOF DETAIL T ATTIC 'ROTO ALIEN ST05 AND IMIRAIN C 6 A'n0N O Y IIAM SnD5 Alb ^� q O SR. TRAPP I N105 DETA I L I I L A Z N.TS. STRAPPING TO RUN ONTO RIM JOIST,SEE F- DETAIL q/Dl(ONE STORY)OR ONTO 5UD U ROF RAFTEHURR I GANE TIES AT WALL BELOW iTH�o STORY) UMZ�' LOCAT'E'D AT EVERY ROOF RAFTER ` ATT I G • •' o 5TRAPP I NO DETAIL SIMPSCN P05r 6f rR 12 FOR FRAME GONNEGTI ON5 0 Ili�4 AT BDS DI Ln N,TS, � M5rc4ao� 0 m 2ND FLOOR /� (2)2x PROVIDE 3'X3�(b"X3"WASHER PLATE AT ALL ANCHOR BOLTS 4-Ibd FACE NAILS FROM Z M5T_ OR 4x KING STUD INTO HEADER ❑ / D SILL PLATES. PRE-W IMP50N PA13 SECAJRED 13Y OR 55 ANCHOR BOLTS MAY 13E USED IN LIEU OF [� i GOLUMN P05T TOP ANGHOR (�)INLTS. SrP START MALS THREp�DEp ROD W/WASHER PLATE. kTD LENGTH LOCATE AT EVERY COLUUMN/6tRDER CONNECTION H/2"IP H 1 PROVIDE 3'X6'XD36'6ALV.STEL PLATE IN (4)NNS MN N �' MNBD GF STlD b-60 NAIL5 AT CORNERS AND INTERSEGTINS �"LBJ6m :-z 12-W NAILS AT AT BUTT JOINTS IN STRA16W SIMP50N LSTA12 STRAP W/ am SPAN T -f~�� WALLS 3WFERE"THERE 51WAE PLATE OR�HEADER 5-100 NAILS EACH END AT ffF��-111 00 2X6 K06 STUDS MAN): EACH JACK STUD 24 MINIMUM LAP SPLICE GUr Lalrm � / �� ONE AT SPANS UP TO b E$T NAILS TWO FOR SPANS 6 TO 12 FEET O FRNW MN ENP 2-1/8" 50'0 A301 ROD THREADED b"BOTH ENDS, THRL3 FOR 5PAN512 TO 16 Fir 2X6 JACK5=5< NAND: DISTANCE Di T/r Lal�m BOTTOM PRE-Mr 3/4'AND I'ROD AT 51MP50N 5TEEL 5TRONG WALL,5EE PLANS 12461)MN.►ICES ONE AT SPANS<b' IT MR 15T FLOOR S �EAATSPANS>12 b'TO 12' W w SIMP50N POST BASE iv UNLESS NOTED OTHERWISE ON PLAN U (��LB THS G5 22 COIL STRAP I ABU44 OR ABUbb,SEE PLAN 2"X3/b"X3'WASHER PL W/NUT EACH SIDE p UPPER STORY SHEAR m I 1 HALL TO 61RDER ALTERNATE ANCHOR BOLT DETAIL ® EXTERIOR WALL ❑ W FLOOR TO FLOOR TIES I l - -- BELOH GONNEGTION 4 I FOR 5ET BAGK HALLS HDU HOLD-DOHN5 AND 51RONO WALL DOUBLE TOP HALL PLATE 5PLIGE DETAIL HEADER CONNECTION N.T5. LOCATED AT EVERY STUD I `� FOUNDATION HNI SHOO BOLT W/7' (3 �j NOfI MINIMUM EMBEDMENTMNIIUOR EJa'AN510N N.T5. 1 KT c-s. I`� N.TS. I� 60L STRAPS 1PDEt SHEATHING PROVDE:bd Oah"(0.151 x 25 LONG)NNaS. I BOLT ry 5'MINIMUM EH18EDt 1ET1T N.TS. WL STRAP5 M 5:EATMN6 PRM-Wd OMA(4151 x V LM)NNS. I `� \ 6 GOLUMN P05T BOTTOM ANGHOR N.TS. LOCATE AT EVERY COLUMW GIRDER CON ECT10N W T�, " ALLOWABLE HOLES - To Iw VAIrf A% eV NAIL®b 0/6 AT ALL PANEL EDGES " r , FRMIX 5d 100 IDD NAIL®24 0/G LVL Headers and Beams Z V As FM w fM r� HIP RAFTER, 160 NAIL 6 24'OIG " Z I �, 058 OR PLYWOOD Microllam® LVL W WrT> 51MP50N HGP HIP 5�PLAN SHEATHING INTERIOR 1.3E TimberStrand® and NOTE,WHERE 24'WIDE MINIMUM FULL HE16HT I (4)NAIa MN N CORNER TIE LSL hole zone ParaLlam®PSL 2 x diarneter of the Y depth U WALL RETURN 15 PROVIDED AT ENDS OF I r Ulm C� hole zo largest hole(minimum) 0 BRACED WALL LINE THE 6"HOLDOI^✓11 MAY I I" % 0 BE ELIMINATED. PROVIDE TWO(ONE AT EACH �4, n"LFNGm(MN) ` SIDE)65-22 STRAPS PER DETAIL 4 IN LIEU of I SIM SON OP WASHER - - SD NAIL®6'0/6 _ LSTA36 STRAPS SHOW IN THE DETAIL NAIL 5HEATHIN6 TO � `J ' o AT ALL PANEL EDGES INTERIO'� d SILL PLATE W bd .X ACQ SILL PLATE. DOUBLE - - - NAILS a 4'0/6 SILL AT FULL BASEMENTS ° EXTERIOR ° rr-67 6YP511M BOARD ° Sib DIA STEEL ANCHOR J T'MINIMUM -- --- 80 NAIL 0 12'0/0 AT ALL E MBEDhENT BOLTS MAX 2 8 OG_ j b rtAT VAl£r EXTEND BOLTS MINE 7'INTO 65-22 COIL STRAP ,bac STRAP TO RH'TFR MEMBERS NOT AT PANEL EDGES Microllam® LVL and FOR WITH T16MENED NUT E ZflAV allowed hole zone 3'x 3'WASHER TO EACH BOLT. (2)1 x i ACR SMx,GN LTP4 PLATE NAIfD TO " middle Y span • -L5TA36 IN 10-I0d NAILS PROVIDE TERMITE SHIELD SILL SM1501 COL SW 15/32 05B OR s<L LOCATED 2' BAR SEAL AND MAINTAIN 8'MIN. �� RM IND SILL FLATE A Ii 0/G AT eAM RAH19c WIH+E INSIDE CORNER OUTSIDE CODER INTO STUD ABOVE AND LOCATED 2'To 6' PLYWOOD SHEATHING d 1.3E TimberStrand® LSL allowed hole zone d r` r. FROM HO TO FINISHED GRADE NONE WAIS qac H&E M General Notes a ry N ti N o BELOW(2 FAUN CORNER) FROM TOP of WALL NAL A5 rAOI> Sx wrc>a PLAN VIEW PLAN VIEW o a 7 ed N Tall=2980« SEE FOUNDATION PLAN COIL STRAPS UNDER 5fEATHIN6 PROVIDE,8d COMMON(0.131 x 25'LONG)NAILS.COIL EXTERIOR WALL TOP t� Gb STRAPS OVER 5HEATHING PROVIDE,IOd COMMON(0.131 x 3'LONG)NAILS. EXTERIOR CORNER HEADER MAXIMUM ROUND • Allowed hole zone suitable for uniformly loaded LAY-OVER OR FALSE VALLEY PLATE HIP CONNECTION DEPTH HOLE SIZE headers and beams only. -.2ndly STORY GONER GONNEGTOR5 8 TYPICAL ANGHOR BOLT q 5TUD TO RIM JOIST TO 51LL PLATE 5TRAPPINO DETAIL WALL FRAMING 5Y2 • Noholesiund canal 5Yz" 1%4' • No holes in cantilevers. N.TS. LOCATED AT E1/ERY CORNER N.TS. LOGAITON A5 NOTED N.TS. LOCATE AT EVERY STUD KT5• I� KT 18 N.TS. N.TS. 7Y4"to 20" 2" • No holes in headers or beams in plank orientation. See illustration for Allowed Hole Zone DO NOT cut,notch or drill holes in headers except as indicated in illustrations and tables. 66 Z Z z z z z A MINIMUM OF TWO BRACED WALL LINES 0,44 ARE REQUIRED IN EACH DIRECTION OF A BUILDIN6. BWLS SHALL NOT BE SPACED V TEADE71 STRAP AND WµL SHEATHN6 n EXTEAf.ED STRAP APD WALL a"THIN6 I I O O_ O O O O MORE THAN 60 FT APART. WALLS WITHIN A BNL SHALL NOT BE OFFSET BY MORE THAN 4 FEET FROM A BNL. Sl^L LOCATIONS ARE NOTE TO TGP GF POMP WALL IF USED 1 TO TGP OF PONY WHL FUSED N � co INDICATED ON FLOOR PLANS NOTE: -�15 5 5M'S�OAI DTTIZ tIG1D0YV14 AT G53'J5P GRA(.® 2 FT MAX PONY WALL MAY 13E 2 FT MAX PONY WALL MAY BE w w WAIL LaD PAll95(M A HPU66 6��W A BRACED WALL PANEL(IBIAP)SHALL BEGIN WITHIN 10 FEET OF EACH END OF A BWL. THE 015TAW-E 13ETPEEN ADJACENT PLACED ON TOP OF HEADER I 1 PLACED ON TOP OF HEADER ® Ar BRAYED WNL DETAILS G AAD D. EDGES OF BWP'S SHALL NOT BE GREATER THAN 20 FEET. THERE SHALL BE A MINIMUM OF TWO BHP ON EACH BWL EXCEPT AT ® WALLS< 16 FEET LONG MAY HAVE ONE 48'OR LONGER BW. BWPS ARE TYPICALLY 05-W5P 5HEATHED BRACED WALL PANELS 31/2•WIDE LVL HEADER(5L3 PLAMU o ® 5-1012 NALS AT DTT1Z (TYPE A)OR GYPSUM BOARD GB(TYPE B). PROVIDE TYPE G,D,E,OR F PANELS AS NOTED ON PLAN WHERE BWP TYPES A CONTI VOU5 TO OUTSIDE OF PANEL cC AND B DO NOT QUALIFY DUE TO MINIMUM LENGTH REQUIREMENTS OR ADDITIONAL CONTRIBUTING LENGTH OF BHP 15 REQUIRED. u) ® BHP TYPES ARE INDICATED ON FLOOR PLANS. Q N ® -3/8'm THREADED ROD ® 05-H5P CONTINUOUSLY SHEATHED BRACED WALL PANELS(TYPE A)SHALL MEET Z z ISHT THE MINIMUM LENGTH REQUIREMENTS OF TABLE 8602.105. NAIL X*MINIMUM WALL GONTINUOU5 IIY�MIN DEEP HEADER TO CONTINUOUS IIV�MIN D13 P HEADER TO rr....�.r1 W��WHERE 24' PROVIDED AT��,OF SHEATHING WITH 80 NAILS a 6'0/0(1=D6ES)AND 12"0/0(FIELD)AND PROVIDE 2X OUTSIDE KING STUD(5M PI AW 005IDE KING STUD(SEL:PILAW PMB �! F- 054-19P BRACED WALL LINE THE 800 BLOCKING AT ALL UNSUPPORTED PANEL E:)CE . PROVIDE&00 POUND HOLDOH^N FASTEN J'SHHFATHIN6 TO HEADER Hd FASTEN I}'%EJATHIN6 TO HEADER HY Z HOLDOPI�!MAY BE ELIMINATED. PER DETAIL Iq OR 20 AT ENDS OF BRACED WALL LINES THAT Do NOT HAVE a 6D NAILS o 3'O/G IN EACH DIRE rTION a 812 NAILS o 310/6 IN EACH DIRECTION HAL MIN PANEL W EITHER A 24"MINIMUM FULL HE16HT WALL RETURN OR A 48"MINIMUM BHP. LU LU 51MPS.�ON LSTA24 STRAP ON BOTH SIDES AND u I 51MP',ON LSTA24 STRAP ON UNSHEATHED HEIS�) WIDTH'L• TRIM TOP OF PANEL AS REO D EACH OF HEADER TO JACK STUD W/Ib-IOD NAILS FACE W/Ib-IOD NAILS " TABLE 8602.105 MINIMUM LENGTH REQUIREMENTS OF 654W5P q 32' b-114.525 SCREWS 0 W m GONTINIOU5LY 5HEATHED BRACED WALL PANEL5 FASTEN TOP RATE TO HEADER W/2 H FASTER TOP PLATE TO HEADER LN/2 H ROWS OF 16d NAILS a 3110/6 Zo ROWS of I6d NAILS 0 310/G z 10 34 PORTAL STRAPS 1/2'FROM ED6E ON w f 1 W KALL AJAGE NT CLEAR MINIMUM LENGTH OF U O II 38' BOTH SIDES(4 STRAPS MR PAN W 1�1 Y HEIGHT(FT) OPNG HEI6HT BRACED WALL PANEL Q (2)JACK STUDS MIN.OR PER PLAN v 12 42' I j O ui ' -51435ON CM GOIUPLER NUT <64' 24' O W JACK STIRS MIN.OR PER PIAN � [ (''� $ 64'TO 80' 32' ~ BLOCKIN6 AT PANEL EDGES p . U " " .# O BLOCKING AT PANEL EDGES O BLOCKING AT PANEL EDGES 51MfP"�OML SWSB STRON6i 1W15B Z 80 TO q6 3b E- PANEL SHALL HAVE A LENGTH'L'OF NOT PARL VERIFY PANEL 15 PLUMB (, <64' 2T' GYPSUM BOARD '6B'BRACED WALL PANELS(TYPE B)SHALL BE PANEL SHALL HAVE A LE3I6TH'L OF NOT p lY LE55 THAN 16'FOR ONE STORY AND 24'FOR w 318'4 ANCHOR BOLT OR q 64'TO 80' 30' 48'MINIMUM IN LENGTH ON E30TH 51DES OF WALL PER TABLE O LE55 iHPa1�'FOR 8 FT WALL.18'FOR 4 FIRST FLOOR OF TWO STORY APPLICATION. � NOTE,DETAIL APPI.IfSa TO W ~i � FT WALL,AND 20'FOR A 10 FT WALL 5E ADHESIVE ANCHOR 80"TO q6' 41' R602.105. SECURE)z"GYPSUM BOARD WITH 6d COOLER NAILS, PIAN FOR ACTUAL LBIGTH. J Sf PLAN FOR ACTUAL l EN6TH BOTH ENDS OF HEADER p <641 30N .0415"X IY8"GYPSUM BD NAILS,OR.098"X I%"ANNULAR RINGED �L IF NOTHH TO HE16K DIMENSIONS ARE vL E HUM TO 1669 DIMENSIONS ARE � N • 10 64'TO 80' J3104 NAILS a 7'O/G(ED6E S)AND 1"O/C,(FIELD). BLOCKING 15 NOT EXCEEDED THEN DETAIL"F'TO BE U5®. Ewc�THEA DErA1L'r TO BE USED. ITL ❑ w • 80"TO 116" 38' REQUIRED AT UNSUPPORTED PANEL.EDGES WHEN PANELS ARE N IF CONTINUOUS HEADER 15 USED OVER INSTALLED HORIZONTALLY. PROVIDE JOIST OR TRU55 OR FULL � � BOTH OPENINSS DO MIDDLE WALL cVi� "Partial credit for panels 36'to 48"wide per 8602.1052 HEIGHT BLOGKIN6 DIRECTLY ABOVE AND BELOW TYPE B WALLS. X X _ TYPICAL HOEDOWN DETAIL AT CONTINUOUSLY SHEATHED WOOD � ONE JACK AND KING STUDS � ONE JACK AND KING STUDS L EQUAL TO t3RAGIN615 NOT FASTEN 7/16'SNFAIHIN6 TO FAGH STUD � FASTER 7/I6'SHEATHING TO EACH STUD TWD KIN&STUDS or > 12 /}� STUCTU RAL PANEL "CS-WSP" -TYPE A GYPSUM BOARD "GB" -TYPE B AND SILL W/6D COMMON NAILS o 310/6 AND SILL W/SD COMMON NAJL5 a 31 OIG ~ } FRAMED FLOOR A B O O FA5TM T/lb'SHEATHIN5 To STUD Z r a NOT TO SCALE PER FIGURE R602.10.5 NOT TO SCALE PER FIGURE R602.10.5 - AND SILL HY 8d NAILS o 41 O/6 V J J N.TS. PORTAL(DETAIL"C'ONLY APPLIE5 SIMPSON HDU5 HOLD"W/14-1/415125 51M15M HIM HOLl70l•fI HU 6-1/4' TO 2 FT TO IS FT WIDE OPENIMIGS. Z 5CRB^LSi IN 17olU3LE END STUD 5125 5GRB�i IF Nb FLOOR ABOVE. Q 0 TABLE 602.103(1)E3RRGIN6 REQUIREhENTS BASED ON 140MPH TABLE 602.103(2)WIND ADJUSTMENT TO FGRE 5 IF N HdI O R 1 BOVE PANEL TO 51T DIRECTLY ON TOP OF WIND SPEED,EXPOSURE B,30 FT MEAN,ROOF HEIGHT,10 FOOT REQUIRED LENGTH OF WALL BRACING. 2-1/2'4 ANCHOR BOLT OR F�AM510N SGRB l5 IF FLOOR ABOVE CONCRETE FOUNDATION HALL U SIwP'�ON DTTIZ tICLA)P/J AT(h�fV�P DRACED WALL HEIGHTS,AND 2 BRACED WALL LINES BOLT WITH 2'X2'XS(y'PL WA5tER 1!2'4 ANCHOR OR EXPANSION BOLT R L D \ ADJUSTMENT STORY CONDITION ADJUSTMENT OVER WAIL 612 PANES(TYPE A}tDU A6 BASED ON SUPPORTING FACTOR 2-1/2'4 ANCHOR OR E:X'AN51ON BOLT G� GER 7_ C GOVT *4 BAR DONT IN TOP OF CONCRETE CONCRETE $4 BAR CONT IN TOP OF CONCRETE I AT LRK�WALL DErALS G AAD D. STORY BWL SPACING METHOD 6B r3 TIE cy �•� 5HFATHIN6 EXPOSURE CATEGORY ONE STORY G 12 FOUNDATION FOUNDATION FOUNDATION c c m 5-0 NNS AT DrM TOP 10' 25' 55, F�05URE CATE60RY ONE STORY D 15 #4 BAR CONT IN TOP AND BOTTOM F>(FO5URE CATEGORY TWO STORY G 13 PAB5-18 A kIOR BOLT OR Ye FADED OF CONCRETE FOUNDATION SIMPSON 587/8X24 OR PART-18 ANGHhOR ROD W/WASHER PLATE,5E£DETAIL 15/121 BOLT OR Ye"THREADED ROD TOP 20' 5.0' 10.0' �'�E CATEGORY 1WD STORY D Ib EXTEND WALL SHEATHING OVER RIM Jo15T NABS-18 ANCHOR BOLT OR s/e THREADED OVER ROD PY KN5H E R PLATE,,SEE DETAIL 5/71 SEE DETAIL 15 X I S )' m , , , ROOF EAVE TO RIDGE ROOF ONLY 15 FT 13 PANEL ED6E FRAMED TOP 30 7.0 145 ROOF EAVE TO RIDGE ROOF ONLY 20 FT Ib WALL PORTAL DETAIL TYPE D ONLY APPLIES TO 6 Fr TO 18 FT WIDE OPENINl65. FLOOR PANFJ_HAS CONTRIBUTING LEN&TH OF 48'TOWARDS 8602.10.3(1)MINIMUM)LENGTH WALL TO BE USED ON FIRST FLOOR APPLICATION ONLY.PANEL HAS � TOP 40' q.0' 185' ROOF HAVE TO RIDGE ROOF+I FLOOR 15 FT I.IS REQUIREMENTS FOR BRACED WALL PANELS AT BRACED WALL LINES. I+fgl TO 19E CONTRIBUTING LENGTH OF 48'TOWARDS R602.10.3(I)MINIMUM LE N6TH 51MPSON STRON64^1Pdl REGlI11RE5 EN611E�ED 17E516N TO I� 623E 1 ROOF EAVE TO RIDGE ROOF+I FLOOR 20 FT 13 IJ5®l7N F1R5T BOOR/pPLIU1T101t ONLY. REMIRENENTS FOR BRACED WALL PAWLS AT BRACED WALL LINE. Ar DAL HORIZONTAL NTAL SIZE H HI ANCHOR BOLTS FOR ❑ O. �t TOP 50' 11.0' 23.0' ROOF HAVE TO RIDGE ROOF+2 FLOOR I5 FT I.I ACTUAL HORIZONTAL L7r515N HIND LOAD AND CONDITION r ry t_�I�I ROOF EAVE TO RIDGE ROOF+2 FLOOR 20 FT NP .......... .........................: TOP 60' 13.0' 275' ii IH JOB NUMBER WALL HEIGHT ANY STORY $Fr O.9 CONTINUOUSLY SHEATHED PORTAL PORTAL FRAME WITH HOLD-DOWNS ALTERNATE BRACED WALL PANEL ABW SIMPSON STRONG WALL 3/8'4 ANCHOR BOLT OR : WALL HEIGHT ANY STORY 9 FT 0.95 ADHESIVE ANCHOR BOTTOM of 2 10 5.0 105 WALL HEIGHT. ANY STORY II FT 1.05 C M ME "CS-PF" DETAIL - TYPE C D "PFH" DETAIL - TYPED DETAIL - TYPE E DETAIL - TYPE F WALL HEIGHT ANY STORY 12 FT I.I BOTTOM of 2 20' q.0' 14.0' SCALE PER FIGURE 8602.10.6.3 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 2016023 NIMIBER OF BHI.PER PLAN DIRECTION AT STORY 3 13 BOTTOM OF 2 30' 13.0' 275' U N11�BBZ OF BHL PER PIAN DIRECTION AT STORY 4 1.45 Q SHEET NUMBER , , , N1M18BL OF BVI.PER PIAN DIRECTION AT STORY 5 OR MORE Ib BOTTOM OF 2 40 17.0 36.0 GYP BD FIN15H OMITED FROM IN51DE FACE OF BHP 1.4 �- HOLDONN DET A I L AT SLAB BOTTOM OF 2 50' 21.0' 44.0' APPLIES TO METHOD 05-MP ONLY 2 B RACED WALL PANEL DETAILS z 2O N.T5. BOTTOM OF 2 60' 25.0, 525, GYP BD FASTENING ANY STORY 4"01C, 0.7 p_, NOT TO SCALE UNITS 117 (MODEL Al - 15 ) 8� 118 V5APPLIES TO METHOD 68 ONLY A (n W p COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED rA H Z W E n" �1 0 W.2"x4"CLdLJQN6 TYP.DTER16R WNL ° 4--d V ,6 1 xA"61)fR1Wi A I6"OG.- 2 S 0- 2 FRw SOFFIT Z ^ ) _ m con L + �o� q' RD6ES TO Al-16N (2)2"xi"d&ICN6 2 2 DQJf!-li �'DRbbxbx8 i i= �N� DY'PYPGN"OR� F) -C °_'Z — RDOM TO AL16H ° Q W a M RIDGE VENT b i Z 0 co� (Xfi"TRM L �•cnv m I"xb"FA56K U o y�} RIDGE VENT co TYPICAL ROOFING: ❑ = ti H1644 CEILING BEYOND ARGHITEGTURAL 5HINOL E-5 I/2"PLYWOOD efJUhgNb 1U M ^ 15#FELT UNDERLAYMENf M 12 I/2'PLYWOOD SHEATHING I"x�"TRIM b'AZEK TRIM �nn 6'AZEK TRIM 10 HARDIPLANKIL V OWLY � � HORIZONTAL SIDING 12 �" S• Ito 12 b'AZEK TRIM DBNTTL BLOCK#DT1.BbxbxB 2 1BY YPON � r GABLE END DETAIL + — — — ALI 121 12`��-4 � b'AZEK TRIM +�T b" b" 12 12 OH. OH. N.T.S. Al (+/-)12� —88DR40M#1 PL HT b� n I'x 8'AZEK RAKE BD W/ Z AZEK TRI b'H16H 13LIIV _ I'x 8'AZEK RAKE m m 12 IN 3'AZEK TRIM(TVP) " ° Ill- FLASHIHI6 I b'AZEK BD HV/I'x 3'AZJ K 12 1 AI I2 TRIM TRIM(TYPJ b'HIGH BLIND ROOF BREAK b'BLIND FLP5HIN6 METAL EfEBRC)VN = 12 4 b'w6H BLIND FLASHING ROOFING 0 8:12 PITCH a Q FLASHING r= STANDING SEAM Ix8 FASCIA BD. METAL ROOF r+ Z Ix8 FASGIA ED. Q _ ° DEN PL 8'AZEK ALIEN• b'BLIND g BEDROOM k2 PL HT V F OOR INE FRS BD. TAGGING` `�''FI A5HIN6 :-0.==171117 11.1 71 OH. I,�, OH. IJ J LL 8'AZI X I I I I OIN. FREIE ED. I I I I I I — Z (Z I I I I ® FRIEZE W. 11 11 ❑ V , II II 1 J Ll L i i o I Q Q ® Q Ix AZEK TRIM JLILLI I = I I �, _ II II � 11111 Ill I 1111111 Milli 111111I I I I Q 11111 1 jjj. - il it II it FIRST LRE _ I IF FTII Ill 11 QRST FLOOR LINE FIN. IST I FIN. IST FLOOR %p r -- ELEV= O I 1f � bxb P.T.POST NTH 51MP50N 10'SQUARE HBt6 PERMA CAST _ w 10"SQUARE N�t6 PERNIA GA5T 1 bxb P.T16 PFgri55T WITH 51MP50N I I I I BC62-3/6 POST GAP ANCHOR! I C01i#46382 W/5QUARE I W 1 1 I CowMN#46332 WU SQUAR� I SI3MPSON ABllbb P05T BASE` I I I I 51MP50N P05Ca Bim) I FLAT GAP t BASE(CR EQUAL) I W FLAT GAP t BASE(ORE AU -CORNER COLUMN TO BE U) 1 I -CORNER COUN�I TO BEI I -ALL COLUMNS) 1 1 I I I PROVIDED Wv 5PLIT KIT PROVIDED W/SPLIT KIT I I I I I I I I I I I I I I I I I I I I I � ❑ r"� I I I I I I I I I uNFINL FLOOR —I — _ _ _MIN.BSMr FLc>OR - - - - - - - - - - - - OL - - - - - - - - = _ - - -i- - - - - - - - - - - - - - - - - - - - - - -i- - - - - - - - - =-i- - = = = _ __ _ _ _ _ __ _ _ - -- U FRONT ELEVATION FRONT ELEVATION 3 6 = I-0 z U \ Z UNIT 118 `,J UNIT 117 U MODEL A (LAUREL) /' MODEL Al - 15 (HOLLY) ° 0 RI06E5 TO ALIGN 806E VENT R106B TO AL16N � r- ~ c) m _ Q N c'7 00 N RIDGE VENT Tr 2ilk X HARDIFLANK 3135 12 gib'AZ1 K*JM HORIZONTAL SIDING t 135 12 _ I'x 8 AZEK RAKE BD 10 :o nL BLOCK#DTLBbxbxb IN 3'AZEK TRIM(TYPJ BREAK tp BY'FYPON'OR EGNIAL 12 310 I2 (-/-)12 Z Z Z Z Z Z 12 12 t b 12— INSTALL 2�-�I' 12'x 18'VINYL 0 0 0 0 00 MANIAGWATER TS SHIELD D D i 12 LOUVf�VF�T 5 12 y-- •�•r�T+• TYPICAL ROOFING: PER TECTURAL SPECIFICATIONS r0 MAINTAIN 12 AI.I Al T 5HIN6LE5ARGHI 15#FELT PRODUCT WARRANTY °°° •°°.°}' °'�"�. Ix8 FASUA BD. UNDERLAYMENT co b BL ND V AZEK b'HIGH BLIND 1 "5 EATHINN6 N APPLY ICE t WATER SHIELD M FAIR FRE W. o WEATHER WHEN THE AIR,ROOF DECK AND AL16N N MEMBRANE ARE AT TEMPERATURES OF 4O'F TAGGING (5'6)OR HIMR FASCIAS BRKF5T PL HT — — — — — — M51 m ATH _ DINING PL Hi PL HT OK 10-01H, I-0` #IQI Itiml -0' Z E10 FX'IFRI(1R WAI I " OH. , _ �• FREW. E W -HIARDIPLANK SHIN5LE 5IOIN16 50IT -TYYEK OR EQUAL ® � ~ J- -Vlb'058 SHEATHING t I I I I I I Lu �+ I I I I I I ~ W O W -2x3 WOOD STIA5 0 Ib O.G. tF- xf :-( i I I I I q= �� U ill -b'R-21 BATTS '�' Q ivIll ". Q 4 i Q Q I I I I I I Q W IIll 1 I I I - W g L KAUQ 110 BARME I I I I I I U _ l L Z ' L I I I I I I Ix4 AZEK TRIM I ' BEYOND' a.�!y,--� 11 I I I I � p l 11 I I I I (n I I I I I I W O 1111 rl IllII II II Z FIN. IST FLOOR FIN. IS IN 1511 11 Hill 11 11111 1 1 1 [ III 1 F LTR FLOOR LINE W to ELEV= O'-0" !.x"11 Q uj bxb P.T.POST WITH SIMPsoN 1 r=�=_=� I — — — — — — I fi''�'T'�a�I I 2015 IRC-6242"!.8(5033) ❑ w � IRV lo'SQUARE HBt6 Pf3Rl CAST III I III MlIN5 5Y5TEM TERMINATION LOCATION: _ I BG523/b POST GAP ANGNOR t I I 1 I I Ix4 AZLEK TRIM I 1 I I I i II I III I I I I I I ( SIMPSON ABUbb POST BASE #46382 W/SQUARE I II I III III I III THE VENT TERMINAL OF A WIREGT VENT APPLIANCE WITH AN J I (7YIP_,�, �„�,,,,) 1 1 FLAT GAP t BASE(OR EQUAU 1 I III 1 III I I I I 1 I III I q l I I I I I I ( INPUT OF 16111 PER Ht011R(3KW)OR LE55 5HALL BE 1 I I -CORNER GOLIIMN TO BE I I I I II I ESI I I 1 I 1 I I I III I III I LOCATED AT LEAST b'FROM ANY AIR OPENING INTO A PROVIDED WV SPLIT KIT III I WI�wll I w III I WINoowll I I I I I I I 1 BUILDING,AND SUCH AN APPLIANCE NTH AN INV OVER Io,000 O m I I I I I I I I INSTALLED WITH B'11)PER HM BA 9 INCH VENT TERMINATION NOT OVER SOPOO M��AND Z w Y AN APPLIANCE WITH AN INPUT OVER 50,000 BTU PER HOUR Z Q I I I LL_------ I e I I I I I I ( I CLE'" N E THE BAT�OTTOMT A IOF TTHi E v�ENT T HALL AND THE AIR U O o cUn wl I I I I uPIK I I I Fol 4 I I I I I ( I INTAKE 51 BE IAGATED AT LEAST IY ABOVE&RADE. U) ...... .. o L - - - - - - - - - - —I- - - - - - - - - - - - - - -I— --L FLOOR Ll - - - - - - - _ - - - - - - - - - - - - - - -I— — - - T - - - - -- - - — 20151RG-83122.1 (?/,I U' RT CSC IN DWELLINS UNIT5,WHERE THE TOP OF THE SILL OF AN OPERABLE WINDOW OPENINS 15 LOCATED LESS THAN 24' ABOVE THE FINISHED FLOOR AND 6REATER P" 17 ABOVETHE ELEVATION ELEVATION EXT FIN5RIOR O GRADE OR omsE SURFACE WIND ON THE EXTERIOR OF THE BUIIDINS,THE OPERABLE WINDOW SHALT COMPLY WITH ONE OF THE FOLLOWING: l 3 = -0 3 b = �'-0 •OPE NIN66 THAT WILL NOT ALLOW A 4 1 DIAMETER SPHNERE -��Illl TO PASS THROL16H THE OPENING IN ITS LAR5BT OPLL POSITION 023810 FALL PREVENTION DEVICES THAT CONVEY WI ASTM F 2040 (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION To r��W RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO .................. ..... UNIT UNIT 118MY OPEN'5HA L NOT REDUCE THE NET CLEAR OPENING JOB NUMBER AREA OF THE WINDOW UNIT TO LE55 THAN 5?SWARE FST'. MODEL A l - 15 (HOLLY)- MODEL A (LAUREL) w 2016023 UNITS 117 (MODEL Al - 15 DUET CLUSTER = SHEET NUMBER & 118 ELEVATI O N S(MODEL A) U) Al W 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED RIDGE VENT U) H 1"FIRE RETARDANT z PLYWOOD SHEATHING E 2'x8"RIDGE BEAM C) 12 12 p ts d wUPPER SABLE 12'UPPER SABLE ^V, BUILD-an BUILD-aur 12 -1 12 2'X6'RR Q f RID6E5 TO/UJ6N RIDGES TO A1j6N BLOCK ® I6'or,. o � ca RIDGE VENT - RIDGE VENT RIDGE VENT - `' RI06E VENT C) ■ �' '' rn BLOCKQ ■� d � r R106E VENT RID6E VENT ._-+__tea- a-=�zz s m4:--�Ocuc�-an=:e:c._-sszr-? :, f PT GIRDER I- y _ { 5EG q;?1D TO Z V d Lo b• Q §U)'v bWALL 0 MO—xi 7 OH. ENDS a y 4 .41 RIDGE VENT , �`.- ---:-:- A :.-- -_ da RIDGE VENT c") a OH -- --—- GABLE 6UTfERS t LEADERS 6P . 1O 0- ALL 61ATERS t LEADERS SMALL BE BAKED OH. I'4" * - MHITE ALU1MIN41M D32'MIN.6AU6E 6UrTER5 1'b' 6ABLE r .., ,,-. -.._.,..:__ _�.-... *--! 6ABLE CABLE OH. _ �,,� ,��; �_',.�°°p _I SMALL BE 5'5EAA9F55,06.STYLE hY All �I OH. -'- _- •_----- - - RELATED t REQURED ACCESSORIES. LEADERS b'HIGH BLMD r" SHALL BE MIN.2",D2T sAU6E W/CLIPS 1 FLASHING - �--�- -� - - - ANCHORS. CAULK t SEAL ALL JOINTS. PITCH 1 1 111 11 1 O.H. b'-0" O.H. ROOF•COVERED �-� ��-�-� � 6UTTERS MIN.1/8YFT.PROVIDE P.V.G. 11111 1 Aill 11 RDOF a GOVT PORCH BEYOND _. � .. ,-• k=. I �. RECEPTORS 8'ABOVE GRADE TO REGENE PORCH BEYODD .:; - - ---.;..A::>- LEADERS(CLOSED CAP DES1,5w. Z Ixe FASCIA W. A-5 2"X6' IT BEAMS COV.PORCH y` - -:_ __ 6'11 - _COV.Po" 0 16" .G.W/VENTED 0 PL FTf GARAGE PL HT YOND 6 PL HT - PL VINYL SOFFIT BRO F_ OVER U r4� r1.-i_iI !' ` !1 +l:"� !,+ 10'SQUARE HBG DERMA a g•AZEKGA5T COLUMN#4062 W/ o FRIEZE BD ® I I SQUARE FLAT GAP d Z II ' 1 . 1 WALL a 6ARA6E o I _ ! lyl.!..! : I I11111 1111 111 1114 :Q I I LL LJ J —601.1"a G VEERED I•- 1I I I I I I I 1 11 1 1 11 11 1 1 1 INI I 1 11 11 1 Qji FI FLOOR LINE i I ❑ I ;-I:,I.I - -I=; I1-t -t' ;i 1 I FIRST LME FI T FLOOR LINE I I pRST F LINE _ I I 7-Kr Ix4 AZEK TRIM I I I I I I I I I FIRST FLOOR LINE--� b Ala I HOUR RATED ) RIO I ( I O eBEARING WALL A55EMBLY- 5EE DETAIL: I I I F- w I I I I I -FIN.HSMT R BSMT FLOOR I I I I W - - - - - - - - - - - - - - -- - - - - -- - - - - - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - - - - - - -I - - - - o _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _i- - - - - � _ _ _ _ - -- - - - - -- - - - - - - - - - - -- - - -- -- - - - -i- - - - - - - - - - - - - - - - - - - - � m TYPICAL PORCH 5LAB ❑ � O 1141 P.G.5LA5(MIN.3500 P51 GONG) REINFLEFT 51DE ELEVATION RIGHT 51DE ELEVATION (BREEZEWAY 510E) TAMP FILL %VEN5IT'r6xb,10/10 . •TAMP t FILL TO 45%DENSITY r , 36 = 1-0 36 = 1-0uj v UNIT 118 UNIT 118- l BREEZEWAY SECTION A 1 . 1 NTS. z U MODEL A (LAUREL) MODEL A (LAUREL) W U O RIDISM TO AL16N 10'-0'MIN. RID6E5 TO AL16N- RIDGE VENT RI VENT - D HAIRDIF'LANK .,_12 a- ,,�, �� ,E-® 12 12 HORIZONTAL 51DIN6 _r --- 55 HARDIPLANK 5.5 9 6UTTER5 t LEADERS 9 ALL 6UTTERS t LEADERS SMALL 13E BAKED HORIZONTAL 51DIN5 WHITE ALUMIRH D32'MIN.6AUSE,6UTTER5W co 12 _ STYLE W ALLoi RV6E VENT - - -- F41ATED t REQUIREO ACGES50RI LEADERS }9 RI06E VENT -104 Vi ao 04 J ^ - ---- - SHALL BE MM 2'x3',D27'6N1GE YU 0.1P5 t ANCHORS. CAULK t SEAL ALL JOINTS. PITCH - 6UTTER5 MIN.Ve'IFT.PROVIDE P.VC. -_- REGEPTORS 8'ABOVE 6RADE TO RECEIVE -• - - - - - LEADERS(CLOSED GAP DE516W. -` - 12 10 GLERESTORI 12 GLERE5TORY WAIJL WAIL BEYOND BEYOND BEDROOM=3 12 - - - WALL BEYOND ' ROOF a COVERED _ '-� -0' PORCH BEYOND --- GABLE -- Z Z Z Z Z Z OH. 0 0 0 O O O Ix8 FASCIA -- -- - - !n 0) cA - co - : BEDROOM a2 PL HT -' BRN:FST T'L HT t BR PL HT - � .. OR OH. o �® I - GARAGE PL HT u 1' m OH. 8'AZEK OH. t J.�J. . _ - FRIEZE BD.LI OH OH. 1 Lj I IA MASTER BEDROOM �' I I 4 WALL BEYOND �- KALL a GARAGE L +1 cou1NM a covER» 11 4 coLUMN o covElzED 4 W C� BEYOND I. . I I 4 COL"a COVERED PORCH 13EYOND I I FRONT PORGM BEYOND° U PORCH BEYOND I I a U - LL 0 m FIN. IST FLOOR I.i! _ 1 I FIN. IST FLOOR FIN. IST FLOOR 1 1 1 11 w Y - - - -FIN.ELEV O-O 0 = Q E:LEV= O'-O" ELS/= O'-0" WLij Ix4 AZEK TRIM I I - -I- I I Ix4 AZEK TRIM U O COLUMN @I wj�w FDI I I I uj I HOUR RATED EXTERIOR i AI.I i W z 1 BEARING WALL W I I N3 A55EMBLY- SEE DETAIL: I I 4 ❑ w I I ;� 2015 IRG-62421b(503.8) w VENTING 605TEM TERMINATION LOCATION: _ I I I I I ( I I I I TIE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN J I I I I II I I IWUT OF 10,000 BTU PER HOUR 0"OR LESS 5MALL BE IIHFIK BSMT FLOOR- - - I _ _UFIK 55MT FLOOR LOCATED AT LEAST b'FROM ANY AIR OPENING INTO A � "� _ _ _ 1 - - - - - - - _ _ _ _ _ _ _ _ _ _-_ _ _ _ _ _-- _ ___ BUILDING,AND SUCH AN APPLIANCE WITH AN INFIX OVER IOp00 } - -I- _L_ - - - - -I- - - - - - � - - - - �I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- � BTU PER HOUR BUT NOT OVER50pooBTUPERHOURSHALLBE z m — — — — — — — — — — — — — — — — — — — - - - - - - - - - - - - - - - - INSTALLED WITH A 9 INCH VENT TERMINATION CLEARANCE,AND AN APPLIANCE WITH AN HVr OVER 50,000 BTU PER HOUR Z Q SHALL HAVE AT LEAST A 12 IINICH VENT TERMINATION CLEARANCE THE BOTTOM OF THE VENT TERMINAL AND THE AIR 0 { P O INTAKE SHALL BE LOCATED AT LEAST IY ABOVE 6RADE. W ��\�J. ... E,) .:,. .� . ........... RI GHT 51DE ELEVATION LEFT 51DE ELEVATION (BREZENA�Y 510E) � 4 3 = I-0 3 = I-0IN PH IRC-R312.2.1 M DWEWNI6 UNITS,WHERE THE TOP OF THE SILL OF AN I"'- OPERABLE WINDOW OPENING 15 LOCATED LESS THAN 24' Y ABOVE THE FINISHED FLOOR AND GREATER THAN T2'ABOVE � ,i 'I 4' THE FINISHED GRADE OR 0T7•ErZ SURFACE BELOW ON THE w EXTERIOR OF THE BUILOIN6,7HE OPERABLE WINDOW SHALL s: ' UNIT 117 UNIT 117 . TITCOMPLY HITH NOT W LOW HE A4 INGNI DIAMETER SPHERE U 023810 G TO PASS THROUGH THE oPEN'IN16 M ITS LARGEST OPENED 01/_�``\N\( POSITION. ❑ �` •FALL PREVENTION DEVIGE5 THAT COMPLY WITH ASTM F 2090 MODEL A - 15 (HOLLY) MODEL Al - 15 (HOLLY) ME WINIDOW"IN&CONTROL DEVICE AFTER OPERATION TD RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO ..................................................... R111Y OPEN,SHALL NOT REDUCE THE NET CLEAR OPENINI6 JOB NUMBER AREA OF THE WINDOW UNIT TO LESS THAN 51 SMARE FEET. w2016023 UNITS 117 (MODEL DUET CLUSTERSHEET NUMBER Al1 15 ) _ & 118 (MODEL A ELEVATIONS 5) 'LAI IW 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED U) ^ , 11-- z —Z W �) I_ U r � o V a- o 0 0, � •� � o yN} 5 (n !E U Q w CM U TTco ❑ ..L 1` N M B A I G A �/ A-6 A-6 AI.I AI-6AI-6 !n v 2 a 16'-0• 52'-2' 13'-2' 14'-8' 14'-10' 4'b" 14'-b' 4'-b' 15'4' 121-6" LINE OF LIFE OF REAR GFI 5'-4' 4'-4'M.O. 5'-2' WALL 0 UNNIITTIITT 51-2" 4'-4"MA. 5'-2" -2' O I'-2' Z WALL 0 UNIT IIT FDI U I- z TYPICAL PORCH SLAB 0 6 •4'PL.SLAB(MIK 3500 P51 CAFW 2 EGRESS 0 I'-2" I'O" FDI REIFFOFL WITH 6x6,10/10 HWM. -0" I'-2` z Of .D 2 �" 4 O •TMP t FILL TO 45%DE51TY FDI FDI J; A 0 y v TYPICAL PORCH SLAB LL Lr) - - - HID O w; HD •4'PL.SLAB(MK 3500 PSI C4MJ 4'HIDE O 2 Hr HD SEAT.TA.BE •TAMP 4 FILL TO 45%D96V - - - B A G A Z W A 6 A-6 AI 6 AI-6 W C ' 52'-2' I6'-0' 52'-2' U all 7 13'-0' 15'-0" 14'-8' 9'-b' 14'-8' 9'6' 15'-8" 12'-4" 0 N CL Z b,-0. 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T;. _ _ 4 2k HDR H M o 17 M � 14'-0" I 2'-9' 2x6 GJ GONW REINFORCED NTH 6x67 AO KKKI� � - - Q N N n; N OR 2030 b o0 1 51 bSLOPE 6ARAbE SLAB DOrld 1?� I6 OL. DI r N M OD N 10'SHARE d6 PERMA (3 2X8 P.T.61RVER TOP 01'-6'HID(rEmpeR v) N m Ii r TOW4RDr SARME DOOR I m 0 8070 OH DR _ w o CAST =46382 W/ - - - - 'T TYPE'x'GYP eD ON I I 8070 OH DR - - 046382 W/5GTIARE (2)2 10 TR Y �Q 5p1ARE FLA GAP!BASE(OR — — — — — — —i— — — ) 6ARA6E WADS!CEILING DI n 10 SQUARE HBt6 PERMA G T L 2 L_ J N Efl1AJJ- GOWMN TO 3080 EXT I L DR W/ I I OAF ML NS SPACE COMMON I I 4 C3)13/4"x 4 In'LVL F T GAP d BASE OR EQII (2) DH 13/4k 4 In,LVL HDR BE W/SPLIT KIT (2)18" DELI6HT5 G 1 Wa.LS To 6ARASE I G Dnl ' 1 HI) FIF Dnl w DED W/SPLIT KIT 4 16X6 P.T.P05T WITH SIMPSON 1 Dnl w 0)2810 TR 86523/6 POST GAP ANCHOR! Pi3 w I I 1 A$ 9 Q DI >r DI DI DI LITE OF FRONT SIMPSON AB166 P05T BASE 1 80T0 ON DR 18010 OH 1 6ARA6E WALL (3) DH (Il P-ALL GOI UMN51 0 UNIT 118 6g. 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I'-10' 8'-0'R.O. 2'-2' II'-0" II'-2' 3'-10' 1'-2' 3'-10' WALL RATING- I HR. !o FINISH RATING-23 MIN. 13'-0" R-0' 22'-2" AI.I 22'-2" M-2' 14'-10' G N Lo O N 54'-2' 12'-0'BFREEZEWAY 54'-2' '- J © 1 HOUR RATED EXTERIOR B A BEARING WALL I G .._•. - I-_ A-6 A-6 A55EMBLY-5EE DETAIL: e AI{, q{, : - y } µ Z CD { ' FIRE SIDE O m �2) Q16 ww Y UNIT 118 UNIT 117tQRIZQNTAL SECTION o o Z O U D Q 1 MODEL A LAUREL) MODEL Al - 15 (HOLLY) Q I.WOOD SITUS-NOM 2 BY 4 IN.SPACED 16 IN.OG WITH TWO 213Y 4 IN.TOP AND OFE 2 BY 4 IN BOTTOM PLATES.STUDS W �..� LATEIMLY-BRACED BY WOOD 57RU07URAL PANEL S-EATHIN6(ITEM 5).WHEN MINERAL AND Fi�2 80ARD5'(ITEM W ARE 0 `v CONSIDERED A5 BRAGN6 FOR THE 5TUD5,THE LOAD 15 RESTRICTED TO 16%OF ALLOWABLE AXIAL LOAD.WALLS EFFECTIVELY Fly FIRST FLOOR PLAN FIRST FLOOR PLAN STOPPED AT TOP AND BOTTOHOFWALL. ❑ 2 6'f P'.IM BOA%r-ANY GLA551FIED 5/8 IN THICK,4 FT WIDE,APPLIED VERTICALLY AND NAILED TO STUDS AND BEARIN6 PLATES T /1 IN Or,WITH 60 6EHE'fT-000ATED NAILS,11/8 IN LANG MH7H 1/4 IN.DIAM HEAD. V 3/16"=1'-0° LIVING AREA= 1,62 5Q. ET. 3/16"=1'-0" LIYIN6 AREA= 1,610 5Q. 1=T. 1 JWNTH TS OW&NIEAM-WT SHOW-WALLBOARD JOINTS GOVERkV WITH TAPE AND JOINT COMPOUND.NPJL HEADS COVERED GARAGE AREA= 442 50. ET. GARAGE AREA= 486 50. ET. BAnS STA DUDSPLATES. INERAL FIBER INSULATION BER OR Fro 13 I�AaV AND o RAVVE AA MN CITY OF°3FILL FCf.6�LASCS FIiBER F ~ COVERED PORCH AREA= 281 562. ET. COVERED PORCH AREA= 34q 5Q. 1=T. INSULATION TO BE PALED WITH ALUMINUH FOIL OR KRAFT PAPER AND TO HAVE A MIN DENSITY OF 0.9 PGF(MIN R-13 THERMAL m INSULATION RATING). Z 5.WOOD STIAX UtAL PAIR.SHFJUIH"-MIN 7Ab UL THIGK,4 FT WIDE WOOD STRUCTURAL PRELS,MIN 6RADE'C-D'OR'SFEATHUJ6'. W J INSTALLED WITH LONG DR MYON OF SHEET(5TFBd6TH AXI5)OR FAGE 6RAIN OF PLYWOOD PARAJIB WITH OR Pf3�ICULAR TO Z Q 57UD5.VSRTECAL JOINTS CENTERED ON STUDS.HORIZONTAL JONf5 BAC.KCD WITH NOM 213Y 4 IN.WOOD BL.00KIN6.ATTACHED r0 (7 STUDS ON ALONG INTERIOR STUDS.R SIDE OF WALL NTH 60 GEMENT GOATEED BOX NAILS SPACED 6 H1 OG AT PERIMETER OF PANGS AND 12 IN OG ....................................................... 6.DWJCR FACM%-INSTALLED N ACCORDANCE NTH THE MANUFACTURERS INSTALLATION INSTRUCTIONS.ONE OF THE FOLLONN6 W ExrERIOR FAGII16515 TO BE APPLIED OVER THE SHEATHING: o 'ED R G.WOOD STRUCTURAL PANEL OR LAP 51DIN6-APA RATED 51DIN6,EXTERIOR,PLYWOOD,05B OR COMPOSITE PAWLS WITH VENEER U Cj� 0 ERT Cyd IN D�NBLIN&UNITS,,H HERE THE TOP OF THE SILL OF M OPERABLE WINDOW OPENIN615 Y BfZI151HED,GROOVED AND LAP SIDING. Q v FAGE5 AND 5TRX URAL WOOD CORE PER PS I OR APA STANDARD PW-108,INCLuDw TEmsw,Ro"SANT,MEDIUM DBr51TY �- � ); ;T R ' LOCATED LESS THAN 24'ABOVE THE FIHHSHH9D FLOOR AND GREATER THAN 12'ABOVE THE NOTE: WOOD SPECIFIED IN UL'RATED DESIGNS ARE MINIMUM SIZES.L.ARISM DIMENSIONAL w fl „ . ^k FINISHED GRADE OR OTHER SURFACE BELOW ON THE ExTERIOR of 7Ef BUILDIM6,THE OPERABLE WINDOW SHALL COMPLY WITH ONE OF THE FOLLOH16: STNS CAN BE�.1I1B�'TITIJTEU. OPENINSS THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE TO PASS TH ROU6H TIE MULTIPLE LVL GIRDER GONNEGTION5: OPENINs N H5 LARSEST OPENED PosmoK NOTE'V': FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F 2090 NOTE: UL#35h 15 IN GOM'LIANGE WITH FIREE515TIYE�RATIN65-AN51NL 263 A5 P£RYt302 FOR ALL MULTIPLE LVL 61RDER5,LAG BOLT •ALL DRYERS r0 BE VENTED fnE WINDOW OPH11N6 CONTROL.DEVICE AFTER OPERATION TO RL3.FA5E THE CONTROL ❑ ONE HOUR RATED EXTERIOR TOGETHER W/ I/2" BOLTS® 2'-0" O.G.,2" MIN, TO OUTSIDE AIR PER GORE MVIGE ALLOWING THE WINDOW TO FULLY OR%SHHALL NOT REDUCE THE NET CUM ALL WASFFR TO BE Ol'HJITH6 AREA OF THE WINDOW UNIT TO LL55 THAN 5:15CUAJRE FEET. FROM TOP a BOTTOM, 4 MIN. 4" FROM I=NDS PROVIDED WITH DRAM PANS WALL RESISTIVE ASSEMBLY JOB NU ER---- �� A- 3- w 2 16023 GENERAL CONTRACTORS AND SUBCANTT�AGTORS TO 2015 IEGG SECTION R 403.3: 2015 IRC-6242'(.8(5038) NOTE: VENTTN6 SYSTEM TERMINATION LOCATION: EXHAUST FAN: REVIEW THESE GON5TRUGTION DOGIkENTS UPON RECEIPT -SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE INSULATED TO A MIN.R-8 2015 IEGG SECTION R 402.4.12: DUET CLUSTER AME WITH AN INPUT � SHEET NUMBER OTE 5. FROM ARCHITECT AND REPORT ANY AND ALL ' r UNITS 117 (MODEL A 1 - 15 ) PROVIDE 5PRAY [ HD= HOLD DOWN 50 GFM INTERMITTENT AND DUGT5 OUTSIDE THE THERMAL ENVELOP 5HOULD BE MIN.R-6. AN APPROVED HERS RATER TOTHE VENT TERMINAL OF A VWT VENT = FOAM INSULATION IN ALL WINDOW5 .HALL BE STAIR MANUFACTURER TO DESIGN STAIRS TO ® 20 cFM DISGREPANGIES INGLLvIN6 ANY DIMENSIONAL CONFLICTS, "SEALING 15 MANDATORY FOR DUCTS,AIR HANDLERS,AND FILTER BOXES. PERFORM AIR INFILTRATION DUCT b'FROM ANY AIR OPEHHN6 INTO A BUILDING,AND 51"AN APPLIANCE WITH 6ARA67E CEILING 0 ANDERSEN 200 5ERIE5 MST ALL APPLIGABLE GORES AND TO IMMEDIATELY TO ARCHITECT FOR CORRECTIVE -JOINT5,5EAM5,AND CONNEGTION5 SHALL COMPLY WITH SECTION M-1601.4 LFAKA6E,AND COMBUSTION SAFETY AN MIT OVER 10000 BTU PER HOUR BUT NOT OVER 50,000 BTU PER �- LOGATION OF REPORT ANY DISC— 'S AND CONFLIGT5 G02RE5 OF THE 2015 IRG. TE5TIN6 AND PROVIDE A WRITTEN HOUR SHALL BE INSTALLED NTN A 9 INCH VEW TERMINATION GLEARAAHC.E, Z TO THE ARCHITECT PRIOR TO STAIR FABRICATION. O=T ® CARBON MONOXIDE P ANIN66 PRIOR 1 GONSALL 13E N.DO NOT SCALE AND !A AJA 12 INCH WITH AN INPUT TION 50�BN»HOUR SHALL HAVE � 118 (MODEL A FIRST FLOOR P LANBEDROOM ABOVE DEr>=croR DRAWINGS.DIMEN510N5 SHALL BE GALGULATED AND -�T5 SHALL BE PRESSURED TESTED TO DE17i2M11�AIR LEAKAGE BY REPORT OF THE RESULTS Ar LEAST A 121NGH vExr 7�MHNAnoN cLFARANGE.DHE Borrorf of THE ) O aAZIN6 NEVER SCALED UNLE55 OTHERWISE NOTED. ROUGH-IN TEST AND A WRITTEN REPORT OF THE RE5ULT5 SHALL BE 516NED VENT TS2MINAL AND THE AIR INTAKE SHALL BE LOCATED AT LEAST 12' V) %0 SI'M VMTOR BY THE PARTY CONDUCTING THE TEST AND PROVIDED TO THE CODE OFFICIAL. ABOVE 6RADE. W A3 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED F— Z W �I E r � ■I� V (D z cd a� Q a--d >` o rn 2 1- 2 ■r-■i U > r o' CD C 0 NN} U) Z L) C U-) U Q w CcoM .24 2 -' co ❑ UM M r n (O V a B A G A A-6 A-6 AI-6 AI-6 Z _0 19'-0'6ABLE WIDTH IV-2'FA5GIA WIDTH IB'-b'HIP WIDTH 1 F- AI.I II'-0'PL.HT. T) CARRY CRICKET Z ROOF(+/-)24' _ _ _ 0 PAST BEDROOM -_- - -_ - !3) r¢!B¢m -_Top _ -1� - U WAIL L L FLUSH W/2x12 61RDER5 0 BIDES J I O AL16H FACIA5 LL , ^ LJ J II'-9'PL Hi II'-0'PL HT. a'-0'PL.HT. lM ABV IST FLR 4 tiA e \ I AI-5 II'-0'PL.HT. 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CAULK d SEAL ALL "::`''' BUILT OVER ANOTHER z MAINTAIN PRODUCT WARRANTY & 118 (MODEL A ROOF PLAN 1) ,101NT5. PITCH GUTTERS MIN. I/8"/FT.PROVIGIE P.Y.G.RECEPTORS 5 NTS. A- 5 8'ABOVE GRADE TO RECEIVE LEADERS(GL05ED GAP DE516N). W COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED