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HomeMy WebLinkAbout43768-Z 0�0 Com Town of Southold 7/18/2020 P.O.Box 1179 W ? 53095 Main Rd p'ijj Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41262 Date: 7/18/2020 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 21 Harvest Pointe Ln Unit 117, Cutchogue SCTM#: 473889 Sec/Block/Lot: 102.1-1-57 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. 43768 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, covered porch, screened porch and attached two car garage as applied for. (Unit 117) The certificate is issued to Rimor Development LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0171 5/11/2020 ELECTRICAL CERTIFICATE NO. 43768 7/10/2020 PLUMBERS CERTIFICATION DATED 7/10/2020 All Suff Plumb;pg Cont. Inc. A t ed Signature If= TOWN OF SOUTHOLD ��QsuFFac��,� BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY t 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#: 43768 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 & SCHD approvals. ( Unit #117, Al-15 model) At premises located at: 21 Harvest Pointe Ln Unit 117, Cutchogue SCTM # 473889 Sec/Block/Lot# 102.1-1-57 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 $2,133.20 CO -NEW DWELLING $50.00 Total: $2,183.20 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT 'TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: -A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of'water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than-2/10 of I%lead. 5. Commercial building, industrial building,multiple residences and 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: J. 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$15.00 C / Date. New Construction: V Old or Pre-existing Building: (check one Location of Property: p�. -h L House No. Street Hamlet Owner or Owners of Property:_._. L�1'1(� .. �- ,Suffolk County Tax Map No 1000, Section �b�d 0 1 Block ® � f .Lot Subdivision .�Q� - 0L.. Q-CLl �U(Xiled Map. Lot: �� Permit No.J3?(A Date of Permit. Applicant: Z�t — 1/y> -� Health Dept. Approval: Underwriters Approval: Planning'Board Approval: — T Request for: Temporary Certificate Final Certificate: hAftre Fee Submitted:$ Ap 1' anti-Si- nt S CONSENT TO INSPECTION � f LwAb- a-the undersigned, do(es)hereby state: Owner(s)Name(s) That the undersigned(is (are)the owner(s)Act the premises,in the Tow of Southold, located at UJ a 0 LVL �G which is shown and designated on the Suffolk County Tax Map as District 1000, Section )DD-0I ,Block 0 0 ,Lot jj q . That the undersigned(has) (have)filed,or cause to be filed,an application in the Southold Town B ilding Inspector's Office for the following: W.c.d k f11.(�+ 4J- 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. i Dated: v 1 Li (S a J i (Print (Signature) (Print Name) Town Hall Annex ®� Telephone(631)765-1802 54375 Main Road ` s' 3 '�z`i' Fax(631)765-9502 P.O.Box 1179w Southold,NY 11971-0959 "' �� sean.devlinCatown.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Rimor Development LLC Address: 21 Harvest Pointe Ln Unit 117 city Cutchogue st: NY zip: 11935 Building Permit#. 43768 Section. 102.1 Block: 1 Lot. 57 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 40 Ceiling Fixtures 23 Bath Exhaust Fan 3 Service 3 ph Hot Water Gas GFCI Recpt 6 Wall Fixtures 4 Smoke Detectors 3 Main Panel 150A A/C Condenser 1 Single Recpt 2 Recessed Fixtures 20 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Gas Ceiling Fan Combo Smoke/CO 4 Transformer UC Lights Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect Switches 43 4'LED Exit Fixtures Pump Other Equipment* Micro/Hood, W/D, DW, Fridge, 15A ARC- 9, Combo15A- 1, Combo20A-5 Notes: House and Garage h I, July 10, 2020 Inspector Signature: �� Date: S.Devlin-Cert Electrical Compliance Form.xls SoUTj�,�� Town Hall Annex �jg Telephone(631)765-1802 54375 Main Road Pax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 �Ol COUN�Y,�� I----j ,EBiALDING DEPARTMENT D � ®WN OF SOUTHOLD J U L 1 4 2020 -BUMD�NG DEPT- T�- .; MOLD CERTIFICATION Date: Building Permit No. ( PF ^] Owner: P_uv u�. `ij.Q�, _Q -a.-$ LL C (Please print) Plumber: 1,jyDFy- AiLni-al�Cm'WOct", (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this day of "- - -1—'1 2A D-6 ANNA FIORITA Notary Public,State of New York Reg.No.01 FI6368364 Qualified in Suffolk County Commission F cpiresjLdj _ Notary Public, County SOUTyOIo # # TOWN OF SOUTHOLD BUILDING DEPT. y'roum, 765-1802 INSPECTION [ FOUNDATION 1 ST AIb [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 4 iavvvdi&�� QAja DATE INSPECTOR �pF SOUT * # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INS-PECPON [ ] FOUNDATION IST [ ROUGH PLBG. [ e OUNDATION 2ND , - [ ] INSULATION/CAULKING ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE-RESISTANT CONSTRUCTION j ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) - [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: �A-ckdvgc DATE INSPECTOR 4 le OfS0Uly0� -iS 768 V 14 ,o%,rves f0/,,q Vv)f # # TOWN OF SOUTHOLD BUILDING DEPT. 1 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND" [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION rl PRE C/OSS! , � cl REMARKS.. ojo o&I DATE b d INSPECTOR �olafso9376oO 2I4A4vosr ®wjv,.- TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 I-N-SPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND , [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] --FIREPLACE & CHIMNEY [ ] FIRE-SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE L LO INSPECTOR - - OP SOUl9pl * TOWN OF SOUTHOLD BUILDING-.DEPT. `ycou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] RMJGH PLBG. [ ] FOUNDATION 2ND [ INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ " ] FIREPLACE'& CHIMNEY [ ] -FIRE SAFETY INSPECTION [ ] FIRE=RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O _ REMARKS: �14o UJRI, DATE �°�° INSPECTOR souyo # TOWN OF SOUTHOLD BUILDING DEPT. cou765.1802 - INSPECTION [ ] FOUNDATION 1ST [ ] ,ROUGH PL13G. [ ] FOUNDATION 2ND [ ] SULATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] "FIRE RESISTANT PENETRATION, [ ] ELECTRICAL (ROUGH) [ ]" ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: f DATE / INSPECTOR Hoene Energy Rating Certificate Property HERS Al Holly Unit 117 Rating Type: Confirmed Certified Energy Rater: Michael Caruso Harvest Pointe Rating Date: 2020-07-10 Rating Number: MC193 21 Harvest Pointe Ln Registry ID: 787084177 Cutchogue, NY 11935 Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 53 Efficient Home Comparison: 47% Better Heating 63.6 $1374 43% General Information Cooling 1.7 $108 3% Conditioned Area 3757 sq. ft. House Type Single-family detached Hot Water 12.1 $229 7% Conditioned Volume 42016 cubic ft. Foundation Conditioned basement Lights/Appliances 24.6 $1463 46% Bedrooms 3 Photovoltaics -0.0 $-0 -0% Service Charges $16 1% Mechanical Systems Features Total 102.0 $3190 100% Water Heating: Conventional, Natural gas, 0.69 EF, 75.0 Gal. Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. Criteria Cooling: Air conditioner, Electric, 16.0 SEER. This home meets or exceeds the minimum criteria for the following: Duet Leakage to Outside 85.00 CFM25 2015 IECC UA Compliance Ventilation System Exhaust Only: 70 cfm, 23.2 watts. 2015 IECC HERS ERI Programmable Thermostat Heat=Yes; Cool=Yes 2015 I ECCC New ERI w 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 0 Vaulted Ceiling NA Window Type U-Value: 0.290, SHGC: 0.280 Above Grade Walls R-21.0 Infiltration Rate Htg: 1602 Ig: 1602 CFM50 Foundation Walls R-13.0 Method Blower or N ,- 1602 CFM x 60 Min/Hr/42016 Ft^3 - 2.2 ACH 50 Pa Energy Testing Services, LLC. �„l Lights and Appliance Features 1648-A Locust Ave Interior Fluor Lighting (%) 0.0 Range/Oven Fuel Natural gas Bohemia, NY 11716 N' , N 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: G%`�- `* a1✓ 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. Energy Testing Services 2020 Combustion Safety Testing Form Certified Home Address: 21 Harvest Pointe Lane City: Cutchogue Builder Name: Harvest Pointe Builder Tracking# Combustion Appliance Zone(CAZ)# of Location of this CAZ: Basement (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 2020-07-09 Outdoors Temp During Test: 80 OF CAZ Depressurization NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: N/A PPM Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes❑ No D Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: eating System Primary: Yes ✓❑No❑ Type: Furnace a Boiler❑Heat PumpQ Other❑ i z Venting.TVpe 3 Dra 1 S iliaQe Sip Zlaee CO CO E czen , Fuel Type Circle T e ascal (Worst Case (Natural) (Worst Case atural Rating:95.0 N_❑✓ P❑OQE❑ N❑N❑M❑S-B N/A Pa. Pass[D Fail❑ PassEFail❑ N/APPM N/A PPM Yes ❑✓ Type: Standard Tank aIndirect 0 Tankless ❑ Size: 75 0 Style Common Vent❑ Water Heater Primary: No Instantaneous❑Commercial (SeeNote S below) (Gallons) 4 Stand Alone ✓❑ s z Venting Type 3' Drat Spillage Spillaee(Natural) CO CO Efficiency Fuel Type (Circle Type) (Pascal) (Worse Case) (Worse Case) (Natural) EF:0.69 NSP❑OaE� N❑M❑✓ S❑ /t4 Pa. Pass❑✓ Fail L] PassHFail❑ N//gPPM ►y//� PPM Oven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes❑No❑✓ Oven CO 4 PPM Ambient CO(During Oven CO Testing) 0 PPM 1 Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 2 Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE: If the Venting Type selected is M,no Draft testis required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. 4 Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) 5 Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE: If Water Heater Type is"Commercial'and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial'and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Michael Caruso Rater Number: 7960376 Rater Signature: / Date: 2020-07-09 Manual S Compliance Report Job: wrightsof�' Date: Sept 25,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Project • • For: 21 Harvest Pointe Lane, Cutchogue, NY 11935 • • • • uipment Design Conditions Outdoor design DB: 83.0°F Sensible gain: 17582 Btuh Entering coil DB: 76.0°F Outdoor design WB: 71.0°F Latent gain: 3500 Btuh Entering coil WB: 63.5°F Indoor design DB: 75.0°F Total gain: 21082 Btuh Indoor RH: 50% Estimated airflow: 800 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Generic Model: SEER 16.0 Actual airflow: 800 cfm Sensible capacity: 16800 Btuh 96%of load Latent capacity: 7200 Btuh 206%of load Total capacity: 24000 Btuh 114%of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 10.0°F Heat loss: 46217 Btuh Entering coil DB: 63.1°F Indoor design DB: 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas furnace Manufacturer: Generic Model: AFUE 92 Actual airflow: 875 cfm Output capacity: 48000 Btuh 104%of I tY ti v Temp. rise: 50 °F ® � �/ r d � J U L 1 4 2020 BMDIIG DEPT. Meets all requirements of ACCA Manual S. ti �wrightsoft, 201&Sept-251427.36 ewra.,e.en..we�..,u�.,a, Right-Swte®Unrversal 2018 18.0.32 RSU20066 Page 1 SICCA Model Al MAN JSD\Rimor Model At MAN JSD JA rup Calc=MJ8 Front Door faces. W - • Form •- RPER 1 ® /'7CCK. for - • (Loads, • ® 15 Mar 09 arc«�Iw�a.�-ddo5drv� Header Information Contractor: Energy Testing Services LLC REQUIRED ATTACHMENTS ATTACHED Manual J1 Form(and supporting worksheets): Yes n No E] Mechanical license. or MJ1AE Form'(and supporting worksheets)- Yes [:] No n OEM performance data(heating,cooling,blower): Yes E] No n Building plan# Manual D Friction Rate Worksheet. Yes El No F1 Duct distribution sketch: Yes Ei No o Home address(Street or Lot#,Block,Subdivision)' 21 Harvest Pointe Lane, Entire House HVAC LOAD CALCULATION. 41 Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature: 10 °F Orientation: Front Door faces West Indoor temperature- 68 of North,East,West,South,Northeast,Northwest,Southeast,Southwest Total heat loss: 46217 Btuh Number of bedrooms: 3 Conditioned floor area 3788 ftz Summer Design Conditions Number of occupants: 3 Outdoor temperature: 83 °F Indoor temperature: 75 °F Windows Roo' Grains difference: 30 gr/Ib @50% RH Eave overhang depth: 1,0 ft Sensible heat gain: 19979 Btuh Internal shade: blinds E ev6 Blinds,drapes,etc. Latent heat gain 3977 Btuh Depth Wmdow Total heat gain• 23957 Btuh Number of skylights: 0 HVAC'EQUIPMENT • 41 Heating Equipment Data Cooling Equipment Data Blower Data Equipment type: Gas furnace ETuipment type: SphtAC Heating cfm: 875 umace,Heat pump,Boder,etc. it Conditioner,Heat pump,etc. Cooling cfm. 800 Model: Generic Model: Generic Static pressure: 0.60 in H2O AFUE 92 SEER 16.0+ Fan's rated external static pressure for design alrflow Heating output capacity: 48000 Btuh Total cooling capacity: 0 Btuh Heat pumps capacity at winter design outdoor conditions Sensible cooling capacity: 0 Btuh Aux.heating output capacity, 0 Btuh Latent cooling capacity. 0 Btuh DISTRIBUTIONHVAC DUCT •1 Design airflow: 875 cfm Longest supply duct. 478 ft Duct Materials Used Equipment design ESP 0.60 in H2O Longest return duct* 201 ft Trunk duct Sheet metal Total device pressure losses- -0,6 in H2O Total effective length(TEL): 679 ft Available static pressure(ASP): 0.01 in H2O Friction rate: 0.001 in/100ft Branch duct: Round flex metal,Sheet metal Faction Rate-ASP=(TEI-x 100) declare the load calculation,equipment,equipment selectionand duct design were rigorouslyperformed based on - building plan listed above. I understand the claims made on • be subject to review and verification. Contractor's printed name: Contractor's signature: Date: Reserved for County, • Municipality orAuthority having jurisdiction use. 'Home qualifies for MJ1AE Form based on Abridged Edition Checklist -FI- wrilghtsoft, e a.. +.,c o, Right-Suite®Universal 2018 18.0 32 RSU20066 Load Short FJob: wrightsoft`, Form Date: Sept 25,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Project • • For: 21 Harvest Pointe Lane, Cutchogue, NY 11935 Design e 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/1422 cfm Daily range - M Inside humidity(%) 50 50 Moisture difference(gr/Ib) 44 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16.0 AHRI ref Coil AHRI ref Efficiency 92AFUE Efficiency 12.8 EER, 16 SEER Heating input 52174 Btuh Sensible cooling 16800 Btuh Heating output 48000 Btuh Latent cooling 7200 Btuh Temperature rise 50 °F Total cooling 24000 Btuh Actual air flow 875 cfm Actual air flow 800 cfm Air flow factor 0.021 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.83 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Basement 1743 10447 431 218 20 Breakfast Area 125 3970 1781 83 84 Bed 2 194 3448 1618 72 76 Bath 1 54 474 87 10 4 Kitchen 178 1661 1755 35 83 Living Room 368 5756 2909 120 137 Foyer 135 4074 2655 85 125 Laundry 44 781 609 16 29 WIC 2 42 485 38 10 2 Stair 71 0 0 0 0 WIC 1 32 625 66 13 3 Master Bed 302 4067 1863 85 88 Master Bath 137 1356 894 28 42 Hall 62 0 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Ad-v►►rightsoft 2019-Sept-2514.27:36 M+ob•tOwblw.IbM.+oft Right-Suite®Universal 2018 18 0 32 RSU20066 Page 1 ACCk Model Al MAN JSD\Rtmor Model Al MAN JSD JA rup Calc=MJ8 Front Docrfaces W Bath 2 45 1098 311 23 15 'Bed 3 129 2619 1428 55 67 Loft 127 1035 539 22 25 Entire House 3788 41896 16986 875 800 Other equip loads 4320 596 Equip. @ 0.88 RSM 15472 Latent cooling 3500 TOTALS 3788 46217 18972 875 800 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. W B'ightssoft, 2019-Sept-25 1427 36 Right-Suite®Universal 2018 18 0 32 RSU20066 Page 2 Model Al MAN JSD\Rimor Model Al MAN JSD JA rup Calc=MJ8 Front Door faces: W 9 - Project Summa Job: W ri htsoft Date: Sept 25,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Prpjectinformation For: 21 Harvest Pointe Lane, Cutchogue, NY 11935 Notes: Design lnfprnI • Weather: Suffolk Co.Ap, East Quogue(Islip Dd), NY, US Winter Design Conditions Summer Design Conditions Outside db 10 °F Outside db 83 °F Inside db 68 °F Inside db 75 °F Design TD 58 °F Design TD 8 °F Daily range M Relative humidity 50 % Moisture difference 30 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 40897 Btuh Structure 16210 Btuh Ducts 999 Btuh Ducts 776 Btuh Central vent(68 cfm) 4320 Btuh Central vent(68 cfm) 596 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 46217 Btuh Use manufacturer's data n Rate/swing multiplier 0.88 Infiltration Equipment sensible load 15472 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial)/2 Pressure/AVF 50 Pa 1422 cfm Structure 1968 Btuh Ducts 134 Btuh Central vent(68 cfm) 1398 Btuh Heating Cooling Outside air Area(ft ) 3788 3788 Equipment latent load 3500 Btuh Volume(ft3) 28430 28430 Air changes/hour 0.32 0.14 Equipment Total Load(Sen+Lat) 18972 Btuh Equiv.AVF(cfm) 150 66 Req.total capacity at 0.70 SHR 1.8 ton Heating Equipment Summary Cooling Equipment Summary Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16.0 AHRI ref Coil AHRI ref Efficiency 92AFUE Efficiency 12.8 EER, 16 SEER Heating input 52174 Btuh Sensible cooling 16800 Btuh Heating output 48000 Btuh Latent cooling 7200 Btuh Temperature rise 50 °F Total cooling 24000 Btuh Actual air flow 875 cfm Actual air flow 800 cfm Air flow factor 0.021 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.83 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft- 2019-Sept-2514 27.36 ...��•�. Right-Suite®Universal 2018 18.0.32 RSU20066 Page 1 ACC-N...Model Al MAN JSD RR tumor Model Al MAN JSD JA rup Calc=MJ8 Front Door faces: W N 7� Second Floor Bed 3 81 dm 129 cfm 30 cfm Loft 6x16 p Riser Ret Riser 286x16 cfm 10" 2 Stair Up Job#: Energy Testing Services LLC Scale: 1 : 106 Performed by Energy Testing Services L... Page 1 1648-A Locust Ave Right-Suite®Universal 2018 21 Harvest Pointe Lane Bohemia,NY 11716 18.0.32 RSU20066 Cutchogue,NY 11935 2019-Sept-2514:27:36 ...SD\Rimor Model Al MAN JSD JA rup N Main Floor Broan Exhaust Fan Model L150 68CFM Energy Star Y c m Continuous Use Timer Breakfast Area 01 cfm 1,51 cfm �`82 cfm �82 alm Master Bath Master Bed �99 cfm r cfm Kitchen Living Room Hall 3�Be� WIC 1 �16cf , c T7� K� fm WIC 2 , L12 gAth 1 7 cfm Stair Foyer Bed 2 � Garage K91 cfm 8 Job#: Energy Testing Services LLC Scale: 1 : 106 Performed by Energy Testing Services L... Page 2 1648-A Locust Ave Right-Suite®Universal 2018 21 Harvest Pointe Lane Bohemia,NY 11716 18.0.32 RSU20066 Cutchogue,NY 11935 2019-Sept-25 14:27:36 ...SDkMmor Model Al MAN JSD JA.rup N � Basement Make up air 68 \rFnn i Skuttle Model - 2161 262 cfm 6" 9„ 6., 14" 6" 8" 8- x 16 10' - - - - -T287-- - - — - - �10— 9„36x 1 6 5” q0„ 4.. 4„ Basen ent 26" 8„ up Riser Ret Riser 10" 4x16 10" 9,. 87 cfm 87 cfm 87 cfm Job#: Energy Testing Services LLC Scale: 1 : 106 Performed by Energy Testing Services L... Page 3 1648-A Locust Ave Right-Sude®Universal 2018 21 Harvest Pointe Lane Bohemia,NY 11716 18.0.32 RSU20066 Cutchogue,NY 11935 2019-Sept-25 14:27:36 ...SD1Rimor Model Al MAN JSD JA rup Duct System Summary Job: w rightsofto Date: Sept 25,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 P"ect Illotma,t,ion For: 21 Harvest Pointe Lane, Cutchogue, NY 11935 Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.59 in H2O 0.59 in H2O Available static pressure 0.01 in H2O 0.01 in H2O Supply/return available pressure 0.007/0.003 in H2O 0.007/0.003 in H2O Lowest friction rate 0.001 in/100ft 0.001 in/100ft Actual air flow 875 cfm 800 cfm Total effective length(TEL) 679 ft Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln(ft) Ln(ft) Trunk Basement h 144 87 8 0 0 Ox 0 MtFx 0 0 Basement-A h 3482 87 8 0.004 8.0 Ox 0 MtFx 23.8 160.0 st2 Basement-B h 3482 87 8 0.003 11.6 16x 4 ShMt 48.5 225.0 st2 Bath 1 h 474 12 5 0.006 4.0 Ox 0 MtFx 16.0 95.0 Bath 2 h 1098 28 18 0.002 5.0 Ox 0 MtFx 66.5 400.0 st8 Bed 2 c 1618 86 91 0.006 9.0 Ox 0 MtFx 31.5 95.0 Bed 3 c 1428 66 81 0.001 8.0 Ox 0 MtFx 76.3 400.0 st7 Breakfast Area c 1781 99 101 0.003 9.0 Ox 0 MtFx 16.8 225.0 st2 Foyer c 2655 102 150 0.003 10.0 Ox 0 MtFx 43.8 205.0 st2 Kitchen C 1755 42 99 0.007 9.0 Ox 0 MtFx 2.3 95.0 Laundry C 609 20 34 0.002 5.0 Ox 0 MtFx 48.8 315.0 st2A Living Room c 1455 72 82 0.002 8.0 Ox 0 MtFx 25.8 325.0 st2A Living Room-A C 1455 72 82 0.003 8.0 Ox 0 MtFx 15.5 215.0 st2 Loft c 539 26 30 0.001 5.0 Ox 0 MtFx 68.0 410.0 st7 Master Bath c 894 34 51 0.002 6.0 Ox 0 MtFx 38.3 325.0 st2A Master Bed c 932 51 53 0.002 6.0 Ox 0 MtFx 53.0 295.0 st5A Master Bed-A C 932 51 53 0.002 6.0 Ox 0 MtFx 52.8 300.0 st5 Wic l h 625 16 4 0.002 4.0 Ox 0 MtFx 58.8 325.0 st5 WIC 2 h 485 12 2 0.002 4.0 Ox 0 MtFx 56.0 290.0 sty Bold/italic values have been manually overridden �jP,-wrightsO fts 2019-Sept-25 14 27 36 s ,ww•r4,,,�,,,,,,,,,�,,,,�, RightSwte®Universal 201818 0.32 RSU20066 Page 1 kc&...Model Al MAN JSD\Rimor Madel Al MAN JSD JA rup Calc=MJ8 Front Door faces: W Supply Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (Cfm) (cfm) FR (fpm) (in) (in) Material Trunk st6 Peak AVF 119 129 0.001 236 10.0 0 x 0 ShtMetl st2A st5 Peak AVF 130 111 0.002 238 10.0 0 x 0 ShtMetl st2A st5A Peak AVF 51 53 0.002 268 6.0 0 x 0 ShtMetl st5 st2 Peak AVF 823 756 0.001 206 29.9 16 x 36 ShtMetl st2A Peak AVF 375 407 0.001 204 23.0 16 x 18 ShtMetl st2 st7 Peak AVF 92 111 0.001 167 14.2 16 x 6 ShtMetl st6 st8 Peak AVF 28 18 0.002 41 8.4 16 x 6 ShtMetl st6 Return Branch Detaill Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk rb3 Ox 0 669 807 201.0 0.001 219 26.0 Ox 0 MtFx rt2 rb2 Ox 0 119 129 199.3 0.001 236 10.0 Ox 0 MtFx rt2A rb1 Ox 0 262 24 83.3 0.004 245 14.0 Ox 0 MtFx Return Trunk,,Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt2 Peak AVF 788 936 0.001 219 28.0 0 x 0 ShtMetl rt2A Peak AVF 119 129 0.001 236 10.0 0 x 0 ShtMetl rt2 +�wrightsoft- 2019-Sept-25 14:27:36 ^� RightSwte®Universal 2018 18.0 32 RSU20066 page 2 ,arca,. Model Al MAN JSD%Rimor Model Al MAN JSD JA rup Calc=MJ8 Front Door faces: W GRCH ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH SUITE 202 ISLMDIA, NY 11749 WWW GRCHARCHITECTURE.COM (631)864-3395 December 06, 2019 Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold, NY 11971 Att: Mr. Michael Verity Chief Building Inspector Re: Harvest'Pointe at Cutchogue Screened in Rear Covered Porch Unit No. 117 Permit No. 43768 Dear Mr. Verity, The rear covered porch as depicted on the submitted architectural plans will be "screened-in" as per the Planning Board's approval dated January 18, 2019. Respect fly submitted, EDA%, &SRT C jy�y/jam CA G n Cherveny,AIA, LEED AP cipal (P '902381 Q U� JUL 1 4 2020 B ,1) G DEFT. p 1,E-C AH1CA%COJJPOR!AY1CON HEATING AND AIR CONDITIONING March 11, 2019 Michael J. Verity Town of Southhold Building Department Town Hall Annex Building 54375 Route 25 Southhold, NY 11971 Tel: (631) 765-1802 Fax: (631) 765-9502 Subject: Harvest Point Residential Units Dear Mr. Verity Please be advised that the basements of all the residential units at the above referenced project have been included in our Manual J load calculations. Best regards, Louis DeSantis President D J U L 1 4 2020 BI111,pING DEPT- '17'7,rHOLD T-' 1 r 20 Feldland Street, Bohemia, NY 11716 • (631) 563-1298 • Fax: (631) 563-2954 :,'tet R-t+wxiap� �'k�f'��•;: -...z., i,ui�i:,�r".�.+.v""ur ;',�:�,_'%xi.:w -'Y� :tw u _ •;.w .. '.,*}r _-m k; } .x;r.=trz r: GRCH ARCHITECTURE PC r: t' I •: Yc -z, 3750 EXPRESS DRIVE SOUTH 202 ' r, i, ? - _ '� � � ,- ;;`• � QUITE ISLAI\1DIA� I�1Y 11749, ., ,,...t. ',; ...A. �`�,.`"",� ~• _:.. ° z• �,_ ,F,; WWW.GRCHARCHITECTURE.COM (631)864-3395 November 14, 2018 Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold NY 11971 Attn. Ms.Amanda Nunemaker Plans Examiner Re: Harvest Pointe at Cutchogue Dear Ms. Nunemaker, The following two 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: j (see product cut sheet) Provides a flame spread Index of less than 25 and smoke-development Index less than 50 in accordance with ASTM espectfu�Iy\ submi ed, i.�};`�•„%� REO A � U R ® DI 15� BERT CyCy�)` 1 Glen Chey IA, Li AP J U L 1 4 2020 Principal RUMMG DEPT. y OLD �'9>. f72381� SOF NES GRCH ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH SUITE 202 IsLANDIA, 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 117- Permit#43768 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. 91Cherve submitted, ED ARC �gERT Cyc�y X CA C9 2.G ny, AIA, LEED AP NjN �7 02,38A13 0 �hv'72 T�&� D)) J U L 1 4 2020 ]RUMPING DEPT. SCOTT A. 'RUSSELL �� �� MICHAEL M. COLLINS, P.E. SUPERVISOR 41 TOWN ENGINEER TOWN HALL - 53095 MAIN ROAD TOWN OF SOUTHOLD,NEW YORK 11971 Tel. (631)-765—1560w'r Fax. (631)-765—9015 t,11C1-1 aEl c01_l_INS. 'I'O ill SOU n 101_n NY.ILs OFFICE OF THE ENGINEER TOWN OF SOUTHOLD 3 Brian Cummings June 5, 2020 Southold Town Planning Department 54375 Main Road Southold, New York 11971 ; R 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 cc: Michael Verity, Chief Building Inspector ❑ JUL 1 4 2020 -BUH,_pG DEPT- .•r c irvROLD 13� uy OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex ®� � P.O.Box 1179 54375 State Route 25i� �'� Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Southold NY __ Telephone: 631765-1938 s►� s ' ''ro www.southoldtovmny.gov 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., comer of Schoolhouse Rd. & Griffing St., Cutchogue Dear Mr. Alia,- The lia: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, D Ls ' [ } Donald J. V'Vilcenski D1 Chairman J U L 1 4 2020 cc: Michael Verity, Chief Building Inspector Michael Collins, Town Engineer BUMPING DEFT, z FOUNDATION (IST) A 'FOUNDATION - ROUGH PLUMBING s _ r 1 OEM- INSULATION8TATE ENERGY �, ►�� 1 ,�I� .4� . 4 CODE Eike � , .. ���► ,��� ,, ■ice - I '' TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD;NY 11971 4 sets of-Building-Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 519b ,20 SingleA Separate Truss Identification Form Storm-Water Assessment Form • Contact: Approved ,20— Mail to:��, ®� Disapproved a/c A ji 6 Phone: _ Expiration ,20 -Building Inspector APPLICATION FOR BUILDING PERMIT oWFDD , Date _ (� 20� ��}, INSTRUCTIONS MAY 1 0 2019 a.This-application MUST be completely-filled in by typewriter or in ink and submitted to the.Building Inspector with 4 sets of plana,accur te._plot,•plan:to scale. Fee according to schedule. b. Plof 'YI ''�t'' ocation of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,an�Q(�i� �``J 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 ever 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. \1� NC)C �-�� (Signature of applicant or name,if d corporation) p3w- q Ds s CuRbg-LK_�. (Mailing address of applicant) State whether applicant is owner,-lessee,agent, architect, engineer, general contractor, electrician;plumber or builder Name of owner of premises Q_,�Mb L I quJA : aMCA-3 IJ- (As on the tax roll or latest deed) If applicant is acprporation, sign ture,ofd ly authorized officer - 1�AJl l� ,�e� �rna�ne� (Name and titleof oc rp ro ate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which r pose work will be one: J:j House Number Street ;Hamlet S � County Tax Map No. 1000- Section r �� t ;Block", Lot�� .r - Subdivision i Filed MapNo. Lot 6 (Cby)X07 c aich�u-<- 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy_ 3. Natui•e of work (check which applicable):New Building ✓ Addition Alteration Repair Removal Demolition Other Work <11 (Description) 4. Estimated Cost , 06` bcp 0 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 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 additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction:Front �J L Rear 5 Ll - Depth S 1/ Height a —Number of Stories 6L 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 Will lot be re-graded? YES'✓O Will excess fill be removed from premises? YES NO R,�m4s& -oA�uupwie- ' P.0 ,1),.Vq q C>y 14. Names of Owner of premises Address C� ti'hc;ctai` vel Phone No �t>3I c1 141 Name of Architect cl Address ' C h,rl6. t AV Phone Into �� Name of Contractor Address —�—Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? "YES NO ✓ IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b:Is this property within 300 feet of a tidal wetland? x YES NO ►/ IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property?-* YES ✓NO IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF p'hr being duly sworn, deposes and says that(s)he is the applicant (Name of individual sig&g contract)above named, (S)He is the (C tractor,Agent, Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and b ef; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this / L day of ' 20 .SH=PIRONE LIC,STATE OF NEW YORK No Pu li Registration No. 01 P16388308 Si tur of p i nt Qualified in Suffolk County Commission Expires March 04, 2023 _ - fFOI BUILDING DEPARTMENT- Electrical Inspector NOV 2 2 2019 `' TOWN OF SOUTHOLD i., � - Town Hall Annex - 54375 Main Road - PO Box 1179 A0 Southold, New York 11971-0959 T-elephone (631) 765-1802 - FAX (631) 765-9502 roger.richert(a)-town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: - K�kE � .� �. Date: Company Name: SIL'(, ` Name: License No.: OCA email: a E 1 Address: ,Q . 0X 47 1 t dZ. N,q Phone No.: � 7 JOB SITE INFORMATION: (All Informa7"'Ate Required) e Name: r11� (9iL44 . Address: .+ WA) Cross Street: of Phone No.: 78 �� Bldg.Permit#: iq�gLe; l email: Qahm a,4 e Tax Map District: 1000 section: /Oc? ® ` Block: 1 . 00 Lot: JAV BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: Y/ NO Rough In Final Do you need a Temp Certificate?: ES NO Issued On Temp Information: (All information re wired) S 1 Ph 3 Ph Sizer A # Meters Old Meter# New Servic Fire Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead # Underground Lateral [ H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION l Request for Inspection Form. XIS Pd l(-at)- E0__ qs±10 1 PERMIT'# Address: Switches .Outlets I GFI's Surface Sconces HH's /LN UG Lts� . Fans Fridge I HW 1 I _ � Exhaust r,I h Oven Dryer�0 Smokes I DW• Service Carbon 'Micro I � I Generator Combo � � � ----_ . — •-- • -- Cooktop �-- . � ----_-----�---- Transfer^--- �---�- AC ,I I AH Mini Special: R04 If - Comments J g1�FF01�-� BUILDING bEP4RTMENT--Electricalllnspector ^� . ,. TOWN OF SOUTHOLD Town Hall Annex--543.75 Main Road - POB'ox,'(9 79 Southold,','New York 91g71_0g5� ' v . 802 - FAX (6 31) roger. to ( 3�) 765-9502 Telephone (631) 765-1 - - -- - ' -_ - q ( wn.southold�n -- -- - -- y.us APPLICATION FOR ELECTRICAL INSPECTION EQU ESTED'BY:_ - - .�, {.; "� : : .. Date: Company Name: - Name: :License No.: q Z, email: : � �. Address: -' _ - _ Phone No.: - :` �.�:_ ~' l - . - - - Won JOB SITE INFORMATION: (All Informatim Required) It v _ Cross Street: I, � LQ 161ac.Fermit ~i1 - - email: T ax '�iap District:_ 100o Section: /,Oo? O { Block: _- r'_- - _ Lot: B)RI'EF DESCRIP T ION OF WORK (Please Print Clearly) - Circle All That Apply: CE.&Ik0 -Isjob ready for inspection?: Rough In Final ..= Do you need a Temp'Certificate?: E? NO issued On TeSe.mp Information' (All information required), I Ph,' 3 Ph Size: /'50 A #Meters Old Meter# Service Fire Reconnect- Flood Reconnect-Service Reconnected - Underground -Overhead r'Underground Lateral H Frame Pole Work done on Service? _ Y N Additional information: y K Ri-puest for inspection Form E LA I I � 39.22' 39.22' 37.3' 8 -"- 8987 A1, - 85 1q o 88 `r A FLUSH CURB �R7-XR R7 XL RD RD RD RD WITH PAVERS �, -- =ix �=.,}� �� `-.�-� y., .�ems•� t-�� - gg " m _ - ,��;• v,`-�::oy: r..'3• - a_.�.e„cs =:�. � _'",.-..r."..:..�:^,-�.u-y}S.✓.•'r,:..�^-c;.,ss.^`._�>-'-S'F:':�s•'_S...•,.3.•:.-:c�*QK>m.,.x✓:.�-.e,_'C'�as.�-.,.�.K;._...,...>.r��r�•'S..";?F;'.`.L,�;.bT.rz�Rt�;_`�Y.x—,sy^.x�e..�:�Ca.•-';.:.a.�'.-`.''`,;..x^:.�s�3+-,5�:' ',r'-�°•�z��*'.:..9_T-`.;.`,2�_`'S�atS,.om-=,;<¢�'', .r, -.�-�":}c.L, '.�•':=-w-��'-�F'ti•.e„e<^?a_x�r x_�._` �"S:-,a'���• _`�-�-au�•-?;.=7.m.:>,<e�.��_._�t�':c,rK...sF.t:..-..-'+>,t_.`x.t.Fzxx-,x�;t.�..w.cS lra�.'�rl,'.`:..,��,i.M',.`:•ss I ; r . 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'� ;R "�'+�-. .,:�a-=� ,. c2°e-,.:��,•- '�,��. � �� �' � ^}���Ir��`:`' 3-T zt.ti'�� .-_" ��=S �x�`..�, � '� c 4.„�. `�' ,� �r .�� a... ,��' z= •w.._ 3 .s�.,v^z''"`�,. "s ,mac,.c { ,,,>4 y, +'�.A�...{;k..:�'` ,�`..;a� .oa �,x �{.s _� F-.� +�.,+wy_sx. ==-a! u;,-� ¢ - 5'.+�"�k:.`� ,.:3.-«;why..-•.. �w�.:' �'�•.� ”-4 >3:�..� � �?.s�15",y�, �TS:,� ,'yrti - L RD RD ESN A; - RD v 0 0 o HYD Y= 116 �. „.. 115 Q. RD A 117 11A8 , A 119 120 a O A A R 39.22' EXISTING CHAIN LINK FENCE TO- REMAIN NG-PIPE SHALL--BE--15-_.CPP'-WITH A-SLUF'E'UF--U%------- - - _._-- --.___.---__,_ __.�_,___. _ . ------.--. •--- -- -- -- - - -- -- - AS FOLLOW UNLESS OTHERWISE NOTED: o STANDARDS: SPECIFICATIONS SHALL INCORPORATE THE PROVISIONS OF THE AWWA STANDARDS AND/OR MANUFACTURER'S RECOMMENDED 'ONNECTIONS TO BE 4" DR-18 WITH MINIMUM SLOPE INSTALLATION PROCEDURES. ® BEDDING: A CONTINUOUS AND UNIFORM BEDDING SHALL BE PROVIDED 0 BE MINIMUM 6"" DR-18 PVC OR CAST IRON WITH A IN THE TRENCH FOR ALL BURIED PIPE. BACKFILL MATERIAL SHALL BE 1%. TAMPED IN LAYERS AROUND THE PIPE AND TO A SUFFICIENT HEIGHT ABOVE THE PIPE TO ADEQUATELY SUPPORT AND PROTECT THE PIPE. LL BE C900 BLUE BRUTE DR-18 PRESSURE PIPING 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 11o 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. ® 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 qD 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 o 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 ZATION FROM ALL SANITARY APPURTENANCES. WITH THE LATEST EDITION OF AWWA STANDARD C600. • 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 DIET DURING CONSTRUCTION. SAMPLES COLLECTED AFTER DISINFECTION ARE REQUIRED AT LOCATIONS SPECIFIED BY THE SUFFOLK COUNTY DEPARTMENT OF dES 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. ° Habitable Garage Area H est PO i me at Unit Numbers Area (SF) (SF) Total (SF) i 77-124 1,999 486 2,485 C u tc 0 u e 1,3,8,10112,14, 21,23,26,27,29, Cutch®gue, New York 131,33,36,39,41,45 1,599 363 1,962 Town of Southold X6,47,49,50,52,54, '6, 58, 59,68, 72, 76 No. Revision Date_ Appvd. 13 TOV/N/SCDHS REVISIONS 7/28/17 AVL s j 2,5,6,9,11,13, 12 TOWN REVISIONS 6/14/17 AVL ' 19,20,22,24, 5,28,30,32,35,38, 1599 363 1,962 11 SCDH REVISIONS 4/22/17 AVL ; x0,42,44,48,51,53, 10 REVISED PHASING PLAN PER TOWN" 4/6/17 AVL 57,60,62,64`,66,70, 73,74,75 REVISIONS---� _..3/27/17— --AVL 8 SCDH REVISIONS 3/9/17 AVL 4,7,34,37,43,55, k y; . 1599 1979 -� r .h..:.: c:,.:..,:�� 380 IDesi ne °b .+ >;a: r ; Glieclted .g: �,.�.y" �'lkaw.••t� �.�.;�i��;�� +y�a,za"p� sa,rs�i,Xv�"- Y^gip"4e,,.u•,�.1 '61,63,65,67,69,71 =.4 ,. `s. }.. `?4 i ,rt�-.,AT r.., ^•i 3n• :nt'.t, e 9n .".�'�`*'rsc;�; �'tiiyi.,'gs';^"r.'m,�- .-�- .-`v_• 3 15,16,17,18 1,999 408 2,407 Issued for Date July 10, 2015 • N/A 6,188 N/A 6,188 SCTox.000-102-01-33.3 ,i SC®HS rova9 ® e - S4JFFOLIz'OU?M DEPARTUiENT OF HEhLTH 8ERVECE6 m PERMIT FOR APPROVAL OF NSTRU=GFOR ,9NOLE FANLY RESIDENCE CNLY /e/0 17— DATE '7 L11r�5 �e APIOV _ Drawing Number i i FOR MAXIMUM OF BEDR=48 OF Ne I EXPIRES THREE YEARS FROM DATE OF APPROVALC-1) ��'��o_0 V. Cm4e 0 i Sheet of ' (P 9 2 A90FES s10N� �w Project Number 29305.00 SCHS Reference # C10-0 -0013 Li-n (py NOTES: THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE Q - NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, N 43.9' Co 1 PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION is O �,rj' N m IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, 8.3' ° -n m PROFESSIONAL ENGINEERING AND LAND SURVEYING.SECTION 7209•FOR ANY _U 0PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED C 4.8'0o C7 ` PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY IF O Z C C yS SEAL AND T AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE y T D N THE NOTATIOALTERING N"ALTERED ALTERED BY'FOL OWED BY HINEER ORLAND SURVEYOR SHALL SIGNATURE AND T}1AFFIX TO THE ITEME DIATE OF SUCH ="I N ` I ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION 3' Z V m I COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED rn SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY .II ° 8 7' v' Z NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS 3.3' _ OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED co A " 1.0' C PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE W CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS.WATER COURSES, 28.4' o -` - SOIL CONDITIONS,VEGETATION,TREES,PATHS.DEBRIS OR ANY OTHER CONDITIONS 20 5' p OTHER THAN VISIBLE PERMANENT STRUCTURES � D � q N 53°05'40" E 37.09' � COPYRIGHTO NELSON&POPE,ENGINEERS AND SURVEYORS ALL RIGHTS K O (VVl L RESERVED NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING. ITT RECORDING OR BY ANY OTHER MEANS.OR STORED.PROCESSED OR TRANSMITTED 7rQ30 8' Z Z IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN �0 15.7' � '1PERMISSION OF THE SURVEYOR q1.6' o - o m an� cq A ° •tea4.6' ,2.s' o r G�'17 Gil a� O -Dj = IDc m D z° `° Z oZ 00 o rn T IIZ m N 6 0' 0 24' W 39 0' N 53005'40" E 43.82' S 36054'20" E 79.19' �LQ'oo -- ®F NEVV j jc5` R I R' Nov _ 4 2019 i ='�' z o ' o � W I � - 1 mak' .0 c)c5`�� D �1�5 �'uo 05:)2 JQdL c) C _ M I D 09-20-2019 FOUNDATION LOCATION 167.99' (ACTUAL) v FOUNDATION As NSTRUCTED FOR UNITS 117-118 UNIT DESIGNATION MAP OF R=275.00' S52°55'20"W HARVEST POINTE CONDOMINIUM 1 (n L=77.85 w FILE NO.:471 FILED January 09, 2018 •P v SITUATED AT NtocCnn o TOWN OF CUTCHOGUE S 40052'38" E 00O 'p TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK 27,03' N -3 o SOUTHOLD S.0 T M.DISTRICT 1000,SECTION 102 01,BLOCK 0100•LOTS 57&58 S52055'20"W m "' - g NELSON & POPE 19.24' ENGINEERS & SURVEYORS —�— - _ i7p 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 PHONE(631)427-5665 FAX(631)427-5620 m-i La WWW.NELSONPOPE.COM X -n SCHOOL HOUSE DRAWN BY: NP CADD No.:INDNIDUALSURVEYS m -n -ml -2 LANE 00026 is SCALE: CHECKED BY: PE FILE NO.: SHEET NO.: 1 OF'I DATE: 10-21-19 PROJECT NO.: 00026 1"=30' NOTES: 0 � THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE O PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE o U Lu 43.8' co NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, G PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION B.3' 0 1 5' _n j Q IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, 7'0 4.8'M 2.0' U J PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY .J U to PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OFA LICENSED U Z W m to ^ LLI m PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY IF Z O m m U" m AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE LU U y W II II F, N Og K ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND 2 J—I— THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH 100, LL LL Z am N > ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION LL d L- 2ND STY.O/H h 3' LL C7 —— 1— COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED >-c3i I W B 7' mLL, z W SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY EGRESS WIN 3.3' O = STONE BASE _ NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS WELL,TYP. O I U D. O m OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED U) I Q 1.0' W/S"PAVER O W 04 I o 0 o BORDER Q Z PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE 28.4' ° �� 0 CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, 3❑ w0.5' r N 53 05 40 E 37.09' SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS _ OTHER THAN VISIBLE PERMANENT STRUCTURES m O w 22 F ❑ (7 COPYRIGHTO NELSON&POPE,ENGINEERS AND SURVEYORS ALLRIGHTS a 2 E.BOX RESERVED NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, 15.T cV 30.8' cy RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN V I W - D] (p W PERMISSION OF THE SURVEYOR C7 Q � I— STONE BASE Cfl WELPIN. s a > L ,TYa W DRIVE 0 cER" W oBORDrLQLW 7 D' O it . C14 4.6' M c'�1 W L— I U g B u H I > ° a J J— w co o ori LL LLcjZ) w ag a fM 6.0' � `� I O 2.4' CD U U N M O C N 53005'40" E 43.82' S 36054'20" E 79.19' L5 LSU`:v R=275.00' ® ff OF RE', 0 L=214.39' �- � J U L 1 4 2020 m COD BUIr,DTNG DEPT. 0 I z R �- ;='"COED S 81034'23" E 67.78' I C A w Q F-- ; R=415.00' L=116.80' o I Q c`iti I 09202019 FOUNDATION LOCATION 'FINAL SURVEY FOR S 65°26'53" E 240.02' 167.99 (ACTUAL) N 12-04-2019 SANITARY AS-BUILT UNITS 117-118 UNIT DESIGNATION MAP OF R=275.00' L=77.85' �' S52°55'20"W oz-z4zo2o FINAL SURVEY HARVEST POINTE CONDOMINIUM 1 w FILE NO.:471 FILED January 09, 2018 S 49°09'21" E 238.82' � CD I SITUATED AT o TOWN OF CUTCHOGUE O uj TOWN OF SOUTHOLD,SUFFOLK COUNTY, NEW YORK 0SOUTHOLD S.0 T M DISTRICT 1000,SECTION 102 01,BLOCK 0100,LOTS 57&58 S 40052'38" E 27.03' co S52055'20'W cn NELSON & POPE 19.24' i l ENGINEERS & SURVEYORS 1p572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 ��� � PHONE(631)427-5665 FAX(631)427-5620 Z I,j WWW.NELSONPOPE.COM LL w V- SCHOOL HOUSE DRAWN BY: NPCADD No.:INDIVIDUALSURVEYS R U) LAME CHECKED BY: PE FILE NO.: 00026_1 SCALE: SHEET NO.: 'I OF 'I 1"=30' DATE: 02-18-2020 PROJECT NO.: 00026 NOTES: HE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM HE STRUCTURES TO HE T- PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE ♦'`/` NOT INTENDED TO GUIDE HE ERECTION OF FENCES,RETAINING WALLS,POOLS, PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, O IPROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY fD I PERSON,UNLESS HE IS ACTING UNDER HE DIRECTION OFA LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY IF AN ITEM BEARING HE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,HE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO HE ITEM HIS SEAL AND O £ 'n HR E NOTATION BY'FOLLOWED BY HIS SIGNATURE AND HE DATE OF SUCH I ALTERATION,AND A SPECIFIC DESCRIPTION OF HE ALTERATION N- <�=O _ rn< f COPIES OF HIS SURVEY MAP NOT BEARING HE LAND SURVEYOR'S BLUE INKED 00— 01 SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY is�OM !-� p O w<v 43.9' ib 1" WATER "' I NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS N mZ x w 0 N �,, 1 5 v W SERW ICE w w .(� OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED O w ^? 12.3 8.3' N w 001 m o = v UNDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED N 4 8'm 07 y MITI AS TO ACCURACY,EXISTENCE,EXACT LOCATION,TYPE OR USE,ACTIVE OR INACTIVE .Z18 W C) F ELECTRIC AND GAS UTILITY LOCATION PROVIDED FROM PSEG DISTRIBUTION DESIGN m to C ITT 0 DSUFFOLK s / r(<<•.-r rYC p e r, �a� PLAN DATED 7/21118 LOCATION OF GAS AND UTILITY IS APPROXIMATE AND LOCATED y Z fn V 0 I m I I l �v �`, °p +�.i_T')'Sti Fg�!EyfsS TYPICALLY IN HE SAME TRENCH ACCURACY OF UTILITY ISNOT GUARANTEED NOR IS M74 74 ,,;,( 0 N C <O � p nr - ,ry, tn+,ts HERE ANY GUARANTEE THAT ALL EXISTING UTILITIES ARE SHOWN ON HIS MAP �m 5.3' ZT - 0 m< < A`9PP'Ct�-'., ',,M T'P),)f;TED WORKS FOR CONSULT WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR m C r,Y� FURTHER DESIGN vCD co V O� m m I D e �pyp�AY q[(�A�7I�11�7L FAMILY, ypw°�0E -7 PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE �."D o qI77 M, I ) 8 7' O F Z +,°' V _ /O I / '� ,� ' CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, 3.3' D --I ®�(� - 14.S.Ref.NOR m w I I I c SOIL CONDITIONS,- OTHER THANVISIBLE P PETION,TREES,RMANENT STRUCPATHS. ES DEBRIS OR ANY OHRCONDITIONS o A ! nl 1 01 m �Gam���I,�j�OS�I a� `"`"iQ^fl0 '1 ti a4 WS V VO"' hM A COPYRIGHT#NELSON&POPE,ENGINEERS AND SURVEYORS ALLRIGHTS cl _ q ca."ed t9�Z 28 4' o -` O I -D lnspe&d andj' ?Coed my" Q�O P nen and to RESERVED NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, S)• i.:< 20.5' I I < gyp; �„q�g p fl`n Q u� Q n,�n w�, ��� RECORDING C MANY OTHER MEANS, T STORED,T THE W TRANSMITTED �ml I m3a®7 1�F'8 6"A pt9lP�j� },,ICi IN OR 8Y ANY COMPUTER OR OTHER SYSTEM WITHOUT HE PRIOR WRITTEN ST7 ?OrO - W GE_GE_ E m PERMISSION OF THE SURVEYOR O ZO I ITT _O ZQ., ADDITIONAL IMPROVEMENTS ANDIOR POSSESSION,IF ANY,NOT LOCATED,NOT I I Z V SHOWN cZ.jZ wz eo< o 1308' m Z ! �Pal� frl�r. J�� L ' 1,,' ( ief ALL SANITARY PIPING 4'AND 6'SDR-35,TYPICAL CD 01 D N m -- Office Of Wa.L,: ana emenfT,m ,nC I m R' NO I m 12.8'X —� D cpc -nA ' OZmm WAT £ mD , 19tI L� UmN—H i,�in24' SERVICE vJw< 00"' eu w_w� DAL)s0' - I 4 N Z W / I s �Zy z�=� �< / JUL 1 4 2020 < w O ( £ r3r N Nom O Im HSI G DEPT cnmrZ2 F Buu�T�p� DI co zm° m o ® c1 I 'TI's ;,_ , O No.50065 01< 'U ✓fie ��� O F 09-20-2019 1 FOUNDATION LOCATION SANITARY AS-CONSTRUCTED SURVEY FOR 12-04-2019SANITARY AS-BUILT UNITS 117-118 UNIT DESIGNATION MAP OF 04-17-2020DRAINAGE ADDED HARVEST POINTE CONDOMINIUM 1 SANITARY SYSTEM AS-BUILT TABLE FILE NO.:471 FILED January 09, 2018 STRUCTURE NAME I TIE A I TIE B SITUATED AT UNITS#117-118 CUTCHOGUE ST-1 22.7' 59.7' I TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK ST-2 17.9 60. S C T.M.DISTRICT 1000,SECTION 102 01,BLOCK 0100,LOTS 57&58 9 � LP 77.2 36.3" NELSON & POPE S-11 --`v ENGINEERS & SURVEYORS 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. HABITABLE AREA GARAGE AREA TOTAL GROSS FLOOR AREA W WWW.NELSONPOPE.COM 1110-1Z-0171__ 1,999 S.F. 486 S.F 2,4F;S S.F. DRAWN BY: NP CADD No.:INDIVIDUALSURVEYS 0002r, is SCALE: 118 R10-17-0172 1,999 S.F. 486 S.F 2,4$5 S.F. CHECKED BY: PE FILE NO.: SHEET NO.: 'I OF 1 DATE: 12-04-19 PROJECT NO.: 00026 �;QQ NOT PROCEED WITH UNTIL SURVEY O�'\ OSId�UNDA -ION-LOCATION i y,t_,IfiAS @EEiV APPROVED. dire separation required as per APPROVED AS NOTED NYS Code DATE: 6 B.P. FEE:� ��3.�G ' BY: All exterior lighting NOTIFY BUILDING DEPARTMENT -AT installed,replaced or 765-1802 ',SAM, TO 4 PM FOR THE repaired shall conform .FOLLOWING INSPECTIONS: t0 Chapter 172 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE of the Irown Code 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. Blower door ALL CONSTRUCTION SHALL MEET THE and ductwork REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR testing required. DESIGN OR CONSTRUCTION ERRORS. Must provide Manuals D,Jand Sasper COMPLY WITH ALL CODES OF NYS Energy Code NEW YORK STATE & TOWN CODES AS REQUIRED AND.CONDITIONS OF TRUSS PLACARDING REQUIRED =—:-S`01UTH0LD TOWN PLANNING BOARD ELECTRICAL INSPECTION REQUIRED PLUMBER CERTIFICAT!c) ON LEAD CONTENT BEFOI CERTIFICATE OF OCCUPA'b,,_ OCCUPANCY OR SOLDER USED IN WATER SUPPL Y SYSTEM CANNC USE IS UNLAWFUL EXCEED 2/10 OF i WITHOUT CERTIFICATE OF OCCUPANCY PL,UMBiNC A-4-PLUMBING WASTE DRAINAGE INSPECTIONS ARE REQUIRED b)IATER LINES NEED { G RE COVERING Contact TOS Engineering at 765-1560 before Backfill,OR Provide Engineer's Certification that the drainage has been installed to Code. 1iYITH THESE APPLICABLE CODES: R302.12 Draftstopping. In combustible construction where there is usable space both above and below the concealed space of a 915.2.3.1.1.1 A carbon monoxide alarm shall be providgo,pq eR h1ssto a�gn i08 a sleeping area, within 15 feet of the sleeping area. More TABLE R405.1 F- 2017 YORK STATE U IF )DE n Properties of Soil Classified According to the Unified Soil Classification System H PUBLISHED JULY 2017, EFFECTNE OCTOBER 31, 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 �grb mo id a m s al b ,p�oy e wee ss r # t o sl re to re than NEVY 201 PP g Yr P P PP Y q P y ' y l R316.1 �' � 4ef' �qi is ar���� Afi�%)� ��r`Wl.yb�e n ihte( m�et� i �gryd gig�i, �peplic��io�i, cod P�OPtiBn �in�ir�s44`�Illa orP'o4�fo�1�» Z 2017 YORK STATE CODE SUPPLEMENT ( 7) Draftsto in shall divide the concealed s ace into a roximatel a ual areas. Where the assembl is enclosed b a floor a e ' o b B n o i e a 2017 NEV( YORK STATE ENERGY CdNSERVATION CONSTRUCTION CODE anti ma is s UNIFIED SOIL VOLUME W membrane above and a ceiling membrane below, draftstopping shall be provided in floor-ceiling assemblies under the following 1,1,2 n n e. IQrrr� shgl h oVi�{ed $ ae��h o at G �}aing a C boll rrlpnoxid g i�rce SOIL CLASSIFICATION CHANGE E 2017 NEI YORK STATE ENERGY CdNSERVAiKIN CONSTRUCTION CODE SUPPLEMENT (FORMERLY KN* AS THE 2016 NYSECCC, REVISED AUGUST circumstances: � b?235 a��� ar�'�'�`'��i�ifi UiiOn. Y�cRl�g � Otis c PS ioCTi71 pl Yic irlsaci iSR1 also Toarll Ia ii iflwatio compo ent$ d livered GROUP SY3T� SOIL DESCRIPTION DRAINAGE FROST HEAVE pO7ENTIAL 0 e 9 2. .3 dtFRn�o�r�fl�T a �nS�kf}9�h8nf�t �l�tn4 Qf rB A�ttd hl q%tg�{aR�a&J ?yr-R ,p & WiPCrd �stSii�, 9884Lqd in one SYMBOL CHARACTERISTICS POTENTIAL EXPANSION 2016, EFFECTIVE OCTOBER 31, 201' 2. Floor framing is constructed of truss-type open-web or perforated members. tFef 0 RreagdbtRfn tlAdfq♦itk9PMtWp ekrq %e rhtr?e WkgeRj ehWW 4 tblll4.cbirrdly W, tRL-3rquiRerrf>snfgld (3) are not covered by GW WELL GRADED GRAVELS, GRAVEL SAND MIXTURES, GOOD Low Low = R 302.1.12.1 Materials. Draftsto in material shall be not less than 1 2 inch sum board, 3 8 inch wood structural anels. Lr1TL.E OR NO FINES 0 `�'� 2016 NYSRC (2015 IRC 2ND PRINTING) PP g / gyp / P R316.4 11 ?�+i481 �b5ri�r3 1 U?flesSgc)it rs�ls�2a�lv2wed in Section R316.5, foam plastic shall be separated from the interior of a building by GP POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES, GOOD Low Low 0 V �.. d 2016 NYSEC (2015 IECC 2ND PRINf1NG) OA5.2.3.3.1 �.+,I69go gf4n*ubbffi3t-Wnfi6tigl� gMalgr1,PftR6hJgj�DfnlwGINFdrd. LITL.E OR NO FINES 1ITLE 19 NOR PARTS 1220 THROUGH 1228, 1240, 1264 AND 1265 AND PART 300 R302.13 F oviprot wtilonaof flloors. Floor sse b lis d that are neot5r 8uir h wsewhere murals code to brave oesi tance r ten theall berside R316.5.3 Attics. The thermal barrier s ecified in Section R 316.4 is not re uired where all of the followin a I : GROUP I sw WELL GRADLrrnE OR'NO Fl LY SANDS, Z N 'o 6 SECTION R101 P / 9YP / P q P 4 9 PPY GOOD Low Low F- 1. Attic access is required by Section R807.1. H � � � E of the floor framing member. sP POORLY GRADED SANDS, OR GRAVELLY SANDS, GOOD LOW LOW 0 '~, _W y Exceptions: 2. The space is entered only for purposes of repairs or maintenance. LITTLE OR NO FINES = ■� (J � � rn 3. The foam plastic insulation has been tested in accordance with Section R316.6 or the foam plastic insulation is protected GM SILTY cRAVELs, GRAVEL SAND SILT MIXTURES MEDIUM Low N 'e o R101.2 The rovisions of the Intemational Residential Code for One and Two Famil Dwellin s shall a I 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. F- .- n N} p y g ppy against ignition using 3/e inch gypsum board. movement, enlargement, replacement, repair, equipment, use and occupancy, location, removal and demolition of detached one and SM SILTY SAND, SAND SILT MIXTURES GOOD MEDIUM Low I-- I- y a)Z - R316.5.11 Sill plates and headers. Foam plastic shall be permitted to be spray applied to sill plates and headers or installed in the Gc CLAYEY GRAVELS, GRAVEL SAND CLAY MIXTURES MEDIUM MEDIUM LOW 2'� to 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 barrier specified in Section R316.4 subject to all of the following: Z U 5 and their accessory structures not more than three stories above grade plane in height. SC CLAYEY SANDS. SAND CLAY MIXTURES MEDIUM MEDIUM LOW L fn Q M Light, Ventilation and Heating 0 w e M 1. The thickness of the foam lastic shall be not more than 3y inch. Q P ML INORGANIC SILTS AND VERY FINE SANDS. ROCK FLOUR, U R303.1 Habitable rooms. Habitable rooms shall have an aggregate glazing area of not less than 8 percent of the floor area of such 2. The density of the foam plastic shall be in the range of 0.5 and 2.0 pounds per cubic foot. e N `} 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. SILTY OR CLAYEY FIND SANDS OR CLAYEY SILTS WITH MEDIUM HIGH Low _ r - W 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 PLASTICITY ❑ M aD 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, V M 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 TODLOW W m R109.1.5.1 Fire Resistance Rated Construction inspection. Where fire resistance rated construction is required between dwelling units or due to ventilation system is installed in accordance with Section M1507. CLAYS location on ro orf , the buildin official shall re uire an ins ection of such construction after lathin or sum board or sum Section R317 Protection of Wood and Wood-Based Products Against Decay 2 p p y g q P 9 gyP 9YP 2. The glazed areas need not be installed in rooms where Exception 1 is satisfied and artificial light is provided that is capable n. panel products are in place, but before any plaster is applied, or before board or panel joints and fasteners are taped and of producing an average illumination of 6 footcandles (65 lux) over the area of the room at a height of 30 inches above the R317 All sills and plates on exterior foundation wall to be pressure preservatively treated. finished. floor level. Foundation wood girders: wood girders seated in exterior foundation walls to have min. 1/2 inch air space all sides or ends 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 minimums of 6 inches elsewhere. d area the documentation of elevations re uired in Section R322.1.10 shall be tairwa r 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 placed against the wall until the wall has sufficient strep th and has been R109.1.6.1 Elevation documentation. If located in a flood hazar q s y. Exte for stairways providing access to a basement from the outdoor grade level shall be provided with an artificial light 9 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. Feld-cut ends, notches, and drilled holes of preservative-treated wood shall be treated in the field in Section R405 Foundation Drainage R202 Definitions: Section R305 accordance with AWPA M4. Z Continuous Insulation: Insulating material that is continuous across all structural members without thermal bridges other that 9 9 R405.1 Concrete or masonry foundations. Drains shall be provided around concrete or masonry foundations that retain earth and Ceilin Hei ht O R317.3 Fasteners and connectors in contact with preservative treated and fire retardant treated wood. Fasteners, including nuts and enclose habitable or usable spaces located below grade. Drainage tiles, gravel or crushed stone drains, erforated i e or - fasteners and service openings. It is installed on the interior or exterior or is integral to any opaque surface of the building R305.1 Minimum hei ht. Minimum ceilin hei hts of 7'-0" in habitable rooms. Minimum ceilin hei hts of 6'-8" in bathrooms, toilet P P P 0 9 9 9 9 9 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. j Mezzanine: An intermediate level or levels between the floor and ceiling of any story. 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 W 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 on area of mixture with soils according to the unified Soil Classification System, Group I Soils, as detailed) in Table R405.1. �' 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 Waterproofing and Dompproofing 0 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 R406.1 Concrete and muson foundation dam roofin U limitations of this code and the limitations therein. Where en ineered desi n is used in conjunction with these standards, the .4 azardous loco i n 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 ry pp g• Except where required to be waterproofed, foundation walls that retain 9 9 J R308 H t o s. 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. fo i O 1. AF&PA Wood Frame Con::truction Manual WFCM . 2015 EDITION R308.4.2 Glazin Adjacent to doors. Glazin in an individual fixed or o erable ane) 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 of ng or (b) 6 inches below the top of the basement floor to the finished grade using a bituminous coating. ' ^ ( ) ( ) 9 1 9 P P J or other si n or means shall be used to identif the structure. Address identification shall be maintained. LL u 'J hazardous location where the bottom exposed edge of the glazing is less than 60 inches above the floor. 9 y � R406.3.3 Porous FII. The space between the excavation and the foundation wall shall be backfilled with porous fill up to a height of R301.1.3 Engineered design. Where a building 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. 0 R301 or otherwise not conformin to this code, these elements shall be designed in accordance with accepted engineering practice. 2. Where the lazin is on a wall a endicular to the lane of the door in a closed osition and within 24 inches of the hip a Section R321 Elevators and Platform Lifts one-half of the backfills heratio and covered with strips of 30 pound asphalt paper l 6 MIL polyethylene to permit water Z T 9 9 9 PrP P P 9 seepage While avoiding infiltration of fine soils. The remainder of excavated area shall be backfilled with the same type of � V J The extent of such design nei;d 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 soil as was removed Burin excavation. ❑ be compatible with the performance of the conventional framed system. Engineered design in accordance with the Intemational 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 comply with ASME A17.1/CSA B44. 9 J 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 i'� 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 J 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 class one vapor retarder material. If this retarder material is used, provide 1 s.f. of venting per 1500 s.f. floor area. � 1-1 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" by 24". TABLE R301.2(1) Zones, as established in Table R301.2(1), and substantial improvement and restoration of substantial damage of buildings and 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. I �� Wind Desi n SUBJECT TO DAMAGE FROM 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 9 SEISMIC WINTER ICE BARRIER 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 mf utility grade lumber. FLOOD EMERGENCY ESCAPE AND RESCUE OPENING PER SECTION R310. E ress window & window well 9 P Y O SNOW SPEED Topographical Special Wind DESIGN FROST LINE DESIGN UNDERLAYMENT HAZARDS Freezing Annual ( 9 ) designed and constructed in accordance with ASCE 24. subflooring shall be wood structural panels as specified in Section 503.2. Freblocking shall bye 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 " ^ , w LOAD m h Effects Wind bourne! DEPTH P 9 Y P P 9 q 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 g 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 Debris opening. allow for i in or vents. Pg 9 unfinished flood-resistant enclosure that is useable solely far 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. W The net clear hei ht openin shall be not less than 24 inches and the net clear width shall be not less than 20 inches. 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 (n 36' MODERATE SLIGHT TO 10 9 9 i shall have a sill hei sof 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. � �r...y. 20 130 NO (B) SEVERE TO HEAVY MODERATE De roes Yes X 1500 R310.2.2 Window sill height. Where a window is provided as the emergency escape and rescue open ng, it g _ L g air conditioning; plumbing appliances and plumbing fixtures; duct systems; and other service equipment shall be located at or R502.7 Lateral restraint at su orts. Joists shall be su orted lateral) at ends b full de th solid blockin orb attachment to more than 44 inches above the floor; where the sill height is below grade, it shall be provided with o window well in accordance PP PP Y Y P 9 Y m above the elevation required in Section R322.2 or R322.3. band or rim joist. R301.2.1.4 Exposure category. with Section R310.2.3. 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 P4 1. Exposure B. Urban and sLiburban 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• duct s stems• and other service a ui ment is a it a el w 9 P � P ❑ ^ 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 t d b o the elevation required in Section R322.2 or glue-laminated members, cross-laminated timber members or I-joists are prohibited except wthere�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 manufacturer's recommendations or as shown on these drawings. O 2. Ex osure C. 0 en terrain with scattered obstructions havin a hei ht less than 30 feet extendin more than 1500 feet. opened. p p 9 9 9 to resist hydrostatic and hydrodynamic loads and stresses, including the effects of buoyancy, during the occurrence of flooding R502.11.1 Wood s 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 ermitt Trus Design. Wood trusses shall be designed in accordance with approved engineering piractice & be prepared by a 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 t ed to be located below the registered truss design professional where required by the statues of the jurisdiction in which the project is to be 3. Exposure D. Fat, 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. r ) Exposure 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 supply and sanitary sewage systems. New and replacement water supply systems shall be designed to V 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. Cil R301.3 Sto Hei ht. The wind rovisions of this code shall a I to buildin s with sto hei hts not exceedin 11 feet 7 inches and the 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) D ry 9 P ppy g ry g g 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 Miall stud height permitted by Table R602.3(5). Individual walls or wall studs shall be permitted to 9 q 9 - Q exceed these limits as permitted by Chapter 6 provisions, provided that story heights are not exceeded. An engineered design 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 consisting of clean graded sand, gravel, crushed stone, cruished concrete or crushed H soils in accordance with the United Soil Classification S stem, Grou I soils, as detailed in Table R405.1. blast-furnace sla assin a 2-inch sieve shall be laced on the re ared sub rade where the slab is below rade. U shall be provided for the wall or wolf 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 9 P 9 P P P 9 9 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 � U accordance with the Intemational 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 X inches on either side of the stairway and the clear width of 2.1 The total net area of o enings shall be not less than 1 s uare inch for each s uare foot of enclosed area where the shall be placed between the concrete floor slab and the base course or the prepared subgracle where no base course � 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 X inches where a handrail enclosed area is measured on the exterior of the enclosure walls. q exists. The vapor retarder is not required for Garages, utility buildings and other unheated acciessory structures. U 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 i 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 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 0 34 through 43. Penetrations of the membrane of common walls for electrical outlet boxes shall be in accordance with Section R311.7.3 Vertical rise. A flight of stairs shall not have a vertical rise larder than 147 inches (12'-3'7 between floor levels or landings. enclosed area below the design flood elevation, each area shall have openings. R602.3 Design and construction. Components of exterior walls shall be fastened in accordance with Tables R602.3(1) through R302.4. R602.3 4 . I 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 ( ) Wel 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. II'R311.7.5.2 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 IR311.7.5.3 Nosings. A nosing projection not less than 3/4 inch and not more than 1 14 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 !!!!!! the requirements of this section. TABLE R602.3 1 FASTENING SCHEDULE 2-hour-resistance-rated wall assembly tested in accordance with ASTM E 119 or UL 263. risers. ( ) TABILE 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 2311.7.8.2 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 FASTENING (a,b,c,d) " \_ MINIMUM MINIMUM FIRE Exce tions: of the lowest horizontal structural members supporting the lowest floor, with exception of piling, pile caps, columns, grade i P beams and bracin is elevated to or above the base floor elevation lus 1 foot or the desi n flood elevation, whichever is 1. BLOCKING BETWEEN ..GISTS OR RAFTERS TO TOP PLATE THREE SD COMMON. TOE NAIL ' EX7ERI01� WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE 9� P 9 1. Handrails shall be permitted to be interrupted by a newel post at the turn. hi her. - r - FIRE-RESISTANCE RATED 1 HOUR <5 feet 9 2. CEILING JOISTS TO TOP PLATE THREE 8D COMMON. TOE NAIL LTi WAus 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 H coo ri 2. Basement floors that are below grade on all sides are prohibited.R 322.3.3Foundations. Buildings and structures erected in Q N ry r; N ai NOT FIRE-RESISTANCE RATED 25 feet and the walkline radius is not greater than 24i 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. 3. CEILING JOISTS (NOT ATTCHED TO RAFTER), LAPS THREE 16D COMMON FACE NAIL p N co a6 �i PROJECTIONS F!RE-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 9� inches. Headroom shall not be less than 6 feet 6 inches. OVER PARTITIONS 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 7. ROOF RAFTERS TO RIDGE, VALLEY OR HIP THREE 10D COMMON. TOE NAIL WALtS F'RE-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. RAFTERS NOT FIRE-RESISTANCE RATED 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. TWO 16D COMMON. END NAIL 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 Tri underside of the roof sheathing, deck or slab. The fire-resistance rating shall extend the full length of the wall or assembly, finished floor and reater than 72 inches above the finished rade or the other surface below on the exterior of the buildin , the Exce tions: z z z z z z 9 9 9 P 10. BUILT UP HEADER, TWO PIECES 16D COMMON AT 16'O.C. ALONG EACH EDGE FACE NAIL O O O O 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 0) co (0 m 0) co 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. 11. CONTINUOUS HEA%tR TO STUD FOUR SD COMMON. TOE NAIL I � w ru w w 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 ac � 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. 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 P Y 14. 80TiOM 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 la er of 5 8 inch T e X sum 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 Y / YP gyp R401.4.1 In lieu of a con lete eotechnical evaluation footin s shall be laced on rock, sand ravel and or ravel, sand, silt sand, 15. BOTTOM PLATE TO JOIST OR BLOCKING (AT BWP) 2-16D AT 16"O.C. FACE NAIL _ board is installed directly beneath the roof decking or sheathing, supported by not less than nominal 2 inch (51 mm) ledgers device, after operation to release the control device allowing the window to fully open, shall not reduce the net clear opening area P 9 9 P 9 / 9 Y o of the window unit to less than the area re uired b 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 `� attached to the sides of the hoof framing members, for a distance of not less than 4 feet on each side of the wall or walls and q Y r- any openings or penetrations Tin the roof are not within 4 feet of the common walls. an soil that consists primarily of clay or silt or have any inorganic material or fill. FOUR 8D COMMON. TOE NAIL 3. A aro 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 Fre S rinkler S tems R402.2 Concrete: A 28 day minimum compressive strength (f'c) is required at the following locations: p p q .J 9 P Ys 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 7q air entrainment 21. JOIST TO SILL TOP PLATE OR GIRDER V) deck shall have not less than a 1-hour fire-resistance rating. The wall shall be rated for exposure from both sides. throughout with an automatic sprinkler system. 3. Porch slabs, steps, and garage slabs: 3500 psi plus 5 to 7% air entrainment THREE SD COMMON. TOE NAIL � R302.2.4 Structural inde endence. Each individual townhouse shall be structural) Inde endent. R313.1.1 Desi n and installation. Automatic residential fires rinkler s stems for townhouses shall be desi ned and installed in accordance R 403.1.4.1 Frost rotection: Bottom of all footin s to be at least 36' below rade. 22. RIM JOIST OR BLOCKING TO SILL OR TOP PLATE 8D COMMON 0 6"0/C TOE NAIL P Y P 9 P Y 9 P 9 9 W Exceptions: with Section P2904 or NFPA 13D. R 403.1.5 Stepped Footings: Step footing 1 ft vertical maximum on 2 feet horizontal where slope of footing bottom exceeds 10% 27. BUILT UP GIRDERS AND BEAMS 2X LUMBER 20D COMMON AT 32'O.C. T&B STAGGERED FACE NAIL AT EACH LAYER 2 � 0 1. Foundations supporting exterior walls or common walls. R313.2 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 footings. In detached one and two family dwellings that are three stories or less in height and constructed 28. 2X LEDGER THREE 16D COMMON AT EACH JOIST OR RAFTER. FACE NAIL a cD shall be e w ed throw hout with an automatics rinkler s stem. O O �- 5. Townhouses separated by a common wall as provided in Section R302.2, Item 1 or 2 q PP 9 P Y with stud bearing walls, isolated plain concrete footings supporting columns or pedestals are permitted. 31. WOOD STRUCTURAL PANELS: SUBFLOOR, 6D COMMON (WALL) 6" o c at ed es and -I m R302.3 Two-famil dwellin s. Dwellinc 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 1 Y 9 P Y 9 9 P P ROOF, AND WALL SHEATHING TO FRAMING e W w not less than a 1-hour fire-resistance ratin where tested in accordance with ASTM E 119 or UL 263. Fre-resistance-rated P2904 or NFPA 13D. with p P SD COMMON (ROOF) 12"o/c at interior g 1� inch diameter anchor bolts s aced as shown on the Ions and details. Bolts shall extend a minimum of 7 inches into � SD 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. � = Q 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 smooth-common, box or deformed shanks except where otherwise stated. Nails used for framing and sheathin � O 0 dwellin units where the buildin is of T e V construction. Sidewall s rinklers that are used to rotect such areas shall each late section. Plates shall be rotected a ainst deco and termites. 9 Z Exceptions: 9 9 YP P � P P P 9 � Y connections shall have minimum average bending yield strengths as follows: 80 ksi for shank diameter of 0.192 (20d common nail), 1.A fire-resistance rating of %i hour shall be permitted in buildings equipped throughout with an automatic sprinkler system installed be permitted to be located such that their deflectors are within 1 inch to 6 inches below the structural members and a 0 TABLE R404.1.2(1) 90 ksi for shank diameters larger than 0.142" but not larger than 0.177", and 100 ksi for shank diameters of 0.142" or less. LU 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 foot or 4 foot b 9 foot anels shall be a lied verticals � Minimum Horizontal Reinforcement for Concrete Basement Walls Y Y P PP Y W o R302.3.1 Supporting construction. Where floor assemblies are required to be fire-resistance rated by Section R302.3, the supporting joist construction. f. Intermediate supports shall be spaced 6 inches on center for a minimum of 48 inch distance from ridges, eaves and gable end 0 w co 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. 1� Section R314 Smoke Alarms HEIGHT OF BASEMENT LOCATION OF HORIZONTAL REINFORCEMENT / w 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 WALL (FEET) ❑ Z � 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 co 5 8 ONE N0. 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 assombly. 2x6 wall studs at 16 inches on center with a maximum height of 10 feet shall support a maximum LTi U constructed of a minimum No. 26 gage sheet steel or other approved material and shall not have openings into the garage. listed in accordance with UL 2034. 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 following locations. >B ONE N0. 4 BAR WITHIN 12 INCHES of THE TOP OF THE WALL STORY of two floor plus roofsiceiling assembly. Exceptions: Where designed by in accordance with accepted engineering practice h I- 9 9 9 P 9 9 P q Y P 9 9 9 PY 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 m 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 horizontal) from the door oro enin of a bathroom that R602.3.2 To late. Wood stud walls shall be ca ed with a double to late installed to rovide overla in at corners and Z v ( ) y P 9 TABLE R404.1.2(8) Minimum Vertical Reinforcement for 6, 8, 10 and 12 inch Concrete Basement Walls P P PP P P P PP 9 g areas. contains a bathtub or shower. intersections with bearing partitions. End joints in top plates shall be offset not less than 24 inches. Joints in plates (D 0 \ m R302.6 Gara a ceilin : 5 8 t e X sum board R314.3.1 Installation near cookin a liances. Smoke alarms shall not be installed in the followin locations unless this would revent need not occur over studs. Plates shall be not less than 2 inches nominal thickness and have a width not less than the 9 9 / YP 9YP 9 PP 9 P MINIMUM VERTICAL REINFORCEMENT BAR CO ..... G. J�.r..:l,.....`... 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) W : �� ��0,-kr- y 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 & / �� „ ti.� �> bored hole limitations for exterior walls and bearin _ ' �,'i tr� > �G � , R302.11 Fre blocking shall be provided in wood-framed construction in the following locations: appliance. WALL HEIGHT BACKFILL HEIGHT 45 PSF PER FOOT OF DEPTH g walls, figure R602.6(2) Notching and bored hole limitations for interior U 1v (FEET) (FEET) Do not backfill with any soil containing silt or clay. non bearin walls & fi ure R602.6.1 to late framin to accommodate i in 16 a e and 1.5 inch wide metal tie F- ` -`� . L 1. In concealed spaces of stud walls and partitions, including furred spaces and parallel rows of studs or staggered studs, as 2. Ionization smoke alarms with an alarm-silencing switch shall not be installed less than 10 feet (3048 mm) horizontally from a 9 9 P P 9 P P 9• 9 9 Q / ,;, ..,.� ',,, -z� _.� I follows: permanently installed cooking appliance. WALL THICKNESS (INCHES) fastened across and to the plate at each side of the notch with 8-10d nails each side. Follow manufacturers : � 2 ` =( `y`;. i, e 10 12 specifications for engineered products. (figure R602.6.1) J ,. i 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 W y;. _F 8 7 NR NR NR x.'} J, 1.2 Horizontally at intervals not exceeding 10 feet. appliance. 2 9 8 5 O 41 NR NR 0 _ 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 to s NR 1"�1(� 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 s ® 4t 5 ® 22 F ���� Section R302.7. activate all of the alarms in the individual dwelling unit. NR denotes no reinforcing required. ❑ _W� 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 1Y4" clear from inside face of walls. The center of bars shall not vary from this by more than inch. 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. Fre 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. r> 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. L 0 6 0 2 3 1. Two-inch nominal lumber. R315.2.1 New construction. For new construction, carbon monoxide alarms shall be provided in dwelling units where either or both of the UNITS l l 7 MODEL A l 15 W 2. Two thicknesses of 1" nominal lumber with broken lap joints. following conditions exist. � SHEET NUMBER 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. Q 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. a 5. One half inch gypsum board. y 9 l l 8 M O D EL A 0 6. One quarter inch cement based millboord. 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. O COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED TABLE R602.3(3) P2607.2 Pipes penetratingexterior walls. Where a pipe penetrates an exterior wall, waterproof seal shall be made on the exterior of the Requirements for Wood Structural Panel Wall Sheathing Used to Resist Wind Pressures (a,b,c) wall bone of he following methods: P P P P TRUSS IDENTIFICATION SIGN � ( ' N1101.11.1 (8303.2.1) Protection of exposed foundation insulation. Insulation applied to the exterior of basement walls, crawlspace walls and Z `t✓ MINIMUM NAIL ULTIMATE DESIGN 1. A waterproof sealant applied at the joint between the wall and the pipe. PART 1265. RESIDENTIAL STRUCTURES WITH TRUSS 1".1 PANEL NAIL WIND SPEED V ult the perimeter of slab-on-grade floors shall have rigid, opaque and weather-resistant protective covering to prevent the degradation W SPACING � 2. A flashing of an approved elastomeric material. TYPE CONSTRUCTION, PRE-ENGINEERED WOOD E (mph) of the insulations thermal performance. The protective covering shall cover the exposed exterior insulation and extend not less CONSTRUCTION AND/OR TIMBER CONSTRUCTION MINIMUM 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 damage, the tank shall be installed in a an constructed of one of the following: U r � SIZE PENETRATION STRUCTURAL THICKNESS (INCHES) WIND EXPOSURE 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 O 4--d � (INCHES) ) 1. Galvanized steel or aluminum of not less than 0.0236 inch (0.6010 mm) in thickness. (,� 16 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. PANTONE (PMS) #187 0 4D B c D TABLE N1102.1.2 (8402.1.2) 2. Plastic not less than 0.36 inch (0.9 mm) in thickness. �./ a. COMMON 1.75 24/115 7/16 16 6 12 170 140 135 Insulation and fenestration Requirements by Component 3. Other approved materials. N Z ('j ) 0 cy) ca A plastic pan shall not be installed beneath a gas-fired water heater. "w 8602.3.5 Braced wall panel uplift load path. Braced Wall panels located at exterior walls that support roof rafters Or trusses CLIMATE FENESTRATION SKYUGHT GLAZED CEILING WOOD MASS FLOOR BASEMENT SLAB CRAWL O .� � 07 v rR P P P P PP ZONE n U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE do SPACE }' r (including stories below top story) shall have the wall sheathing and fasteners designed to resist combined uplift and shear U-FACTOR SHGC R-VALUE R-VALUE R-VALUE DEPTH RWALL VA UE Section U101 Scope EFLECTIVE � r=NqN Q o17 q forces in accordance with accepted engineering practice. U101.1 General. The provisions shall be applicable for new construction where solar-ready provisions are required. MFR WHITE = N>; I 4MEXCNEPT 0.35 0.55 0.40 49 20 OR 13+5h 8/13 19 10/13 10,2 ft 10/13 � rn _ 8802.11 Rafter or truss uplift force. " a).- R802.1 -Z Section U102 General Definitions Z U , 9 ai in For rafters at 16"o/c in 130mph wind speed. Roof pitch > 5/12 Exposure B 1/4" L' I�m`5 0) Solar-Ready Zone. A section or sections of the roof or building overhang designated and reserved for the future installation of a 1/2 O Q Lu a ch Span (ft) 12 18 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 U ^ roof/ceiling assembly does not allow sufficient space for the required insulation, the minimum required insulation for such solar photovoltaic or solar thermal system. TRUSS IDENTIFICATION SIGN STROKE � '�' m Uplift Force # 117 149 182 203 226 247 281 314 / 9 Y P q q COMPLIANCE WITH 19 NYCRR 1264 ❑ = r- ao Increase x1.09 for itch < 'S 12. Increase x 1 5 for 24"o c spacing. Increase x 1.32 for 140 mph. roof/ceiling assemblies shall be R-30. The reduction of insulation from the requirements of Section N1102.1.2 shall be limited to IU M P 5 / / P g P Section U103 Solar-Ready Zone SIGNS IDENTIFYING THE E)OSTANCE OF TRUSS CONSTRUCTION SHALL CONSISTS OF A CIRCLE 6 IN UM 500 sf (46 m2) or 20 percent of the total insulated ceiling area, whichever is less. 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 U103.2 Construction document requirements for solar ready zone. Construction documents shall indicate the solar-ready zone. DIAMETER,NTH A STROKE WIDTH OF 1/2.THE SIGN BACKGROUND SHALL BE REFLECTIVE WHITE IN � m 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 crawl COLOR.THE CIRCLE AND CONTENTS SHALL BE REFLECTIVE RED IN COLOR CONFORMING TO PANTONE P / U103.3 Solar-ready zone area. The total solar-ready zone area shall be not less than 300 square feet (27.87 m2) exclusive ofP4 spaces shall be weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. MATCHING SYSTEM(PMS)F87. D_ 8702.4 Ceramic Tile. mandatory access or set back areas as required by the International Fire Code. New multiple single-family dwelling (townhouses) Exception: vertical doors that provide access from conditioned to unconditioned spaces shall be permitted to meet the fenestration 8702.4.2 Backer boards. Materials used as backers for wall t'le in tub and shower areas and wall panels in shower area shall be of three stories or less in height above rade lane and with a total floor area less than or equal to 2,000 square feet 185.8 m2 SECTION 1265.4. SIGN OR SYMBOL materials listed in Table R702.4.2, and installed in accordance with the manufacturer's recommendations. requirements of Table R1102.1.2 based on the applicable climate zone specified in Chapter 3. 9 9 P q q ( ) per dwelling shall have asolar-ready zone area of not less than 150 square feet (13.94m2). The solar-ready zone shall be �SIGN OR SYMBOL REQUIRED BY IHS PART SHAD.BY AFFIXED TO THE ELECTRICAL BOX ATTACHED N1102.2.8 (R402.2.8) Floors. Floor framing-cavity insulation shall be installed to maintain permanent contact with the underside of the M THE EXTERIOR OF THE RESIDENTIAL STRUCTURE: PROVIDED,HOWEVER,THAT: IS AFFIXING THE SIGN OR TABLE R702.4.2 subfloor decking. composed of areas not less than 5 feet (1.52m) in width and not less than 80 square feet (7.44 m2) exclusive of access or set SYMBOL TO THE ELECTRICAL BOX WOULD OBSCURE ANY METER ON THE ELECTRIC BOX,OR IF THE UTILITY Backer Board Materials N1102.2.9 (8402.2.9) Basement walls. Walls associated with conditioned basements shall be insulated from the top of the basement wall back areas as required by the International Fire Code. PROVIDING ELECTRICAL SERVICE TO TILE RESIDENTIAL STRUCTURE DOES NOT ALLOW THE SIGN OR SYMBOL MATERIAL STANDARD down to 10 feet (3048 mm) below grade or to the basement floor, whichever is less. Walls associated with unconditioned U 103.4 Obstructions. Solar-ready zones shall be free from obstructions, including but not limited to vents, chimneys, and roof-mounted TO BE AFFIXED TO THE ELECTRICAL BOX,THE SIGN OR SYMBOL SHALL BE AFFIXED TO THE EXTERIOR equipment. WALL OF lliE RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRICAL 80X.THE GLASS MAT GYPSUM BACKING PANEL ASTM C 1178 basements shall meet this requirement unless the floor overhead is insulated in accordance with Section N1102.1.2 and N1102.2.8. U103.5 Roof load documentation. The structural design loads for roof dead load and roof live load shall be clear) Z FIBER REINFORCED GYPSUM PANELS ASTM C 1278 g y indicated on the SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED PRIOR TO THE ISSUANCE OF A CERTIFICATE NONASBESTOS FIBER-CEM W-_ 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. O OF OCCUPANCY OR A CERTIFICATE OF COMPLIANCE _ NONASBESTOS FIBER MAT REINFORCED CEMENTTTIOUS 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 F- 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 8703.8.1 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 mason veneer accordance with UL 907. TABLE N1102.4.1.1 R402.4.1.1 INTERNATIONAL BUILDING CODE. P PP 9 rY ( ) positioned at the opposite (load) end from the input feeder location or main circuit location. fY 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. I- °'` 3xi/DT N�vE �� 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 CD L3x3x1/4 8'-a' 4'-6" 3'-0" 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 L4x3xl/4 5•-0" 5'-O" 4'-5" 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 L5x3.5x5/16 I01-0" e'-o' 6'-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 laced in readily accessible locations. D + S GAPS IN THE AIR BARRIER SEALED. P Y (EQUATION 16-10) L&3.5x1/4 14'-0' e'-6' Ir-o" 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. LJ J 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. I`_ A� THE JUNCTION OF THE TOP PLATE AND THE TOP OF THE EXTERIOR WALLS SHALL BE SEALED. D = DEAD LOAD, L = LIVE LOAD, S = SNOW LOAD, W = LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL BE DETERMINED IN ACCORDANCE ` T , c. Minimum bearing to be 6". KNEE WALLS SHALL BE SEALED. Qii 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 DESIGN WIND SPEED) IN EXPOSURE 8703.12.1 Clearances. On exterior stud walls, adhered mason veneer shall be installed: ACCORDANCE WITH THE STRUCTURAL REQUIREMENTS OF THE 2015 CATEGORY B. ❑ masonry DOORS SEALED. INTERNATIONAL RESIDENTIAL CODE AS ADOPTED BY NEW YORK STATE. W r� 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: 8703.12.2 Flashingat foundation. A corrosion-resistant screed or flashing of a minimum 0.019 inch 0.48 mm or 26 gage galvanized or FLOORS (INCLUDING ABOVE THE AIR BARRIER SHALL BE INSTALLED IN ANY EXPOSED EDGE OF INSULATION TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD UP LOADS AS REQUIRED BY 9 ( ) 9 9 9 GARAGE AND CANTILEVERED 2 THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR TABLE R301.7 ASCE7-10 , TCDL = 15 PSF, BCLL=IOPSF, AND BCDL = 10 PSF. PROVIDE ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE NOTED plastic with a minimum vertical attachment flange of 3 M 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: R703.14.2 Fire Separation. Polypropylene sidin shall not be installed on walls with a fire separation distance of less than 5 feet 1524 mm SPACE SHALL BE SEALED. ALLOWABLE GROUND SNOW LOAD 20PSF FROM FIGURE 8301.2(5) TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD DEFLECTION OF THE LESSER OF L 360 OR .75". �7� pg P ( ) STRUCTURAL MEMBER / and WOIIS CIOSer than 10 feet (3048 mm) to a building on another lot. GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE AND CONDITIONED SPACES. MINIMUM DISTRIBUTED LIVE LOAD PER TABLE 8301.5 DEFLECTION (FOR SOLAR READY ROOF DESIGN LOAD ADD: 24 POUNDS TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN ~� 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 8703.8.2.2. Support by roof construction. A steel angle shall be placed directly on top of the roof construction. The roof supporting THE DRYWALL with no finished ceiling attached to rafters DRAWINGS SHALL INCLUDE THE FOLLOWING INFORMATION: O construction for the steel angle shall consist of no: 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. rn � Y EXTERIOR WALL FROM THE SHOWERS AND TUBS. BALCONIES AND DECKS: 40 PSF Interior walls and partitions H/180 2. LOCATION OF ALL JOINTS. P1 F�T g 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. HP-4 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. � 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 !!!""""���"' Exterior walls with plaster or stucco finish L/180 4.4. BOTTOM CHORD DEAD LOAD. 8703.8.4 Masonry veneer shall be anchored to the the supporting wall studs with corrosion resistant metal ties embedded in mortar or grout between conditioned and unconditioned spaces. All recessed luminaires shall be IC-rated and labeled as having an air leakage rate ULTIMATE DESIGN WIND SPEED: 130 MPH FROM FIGURE R301.2(4)A m 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 L/180 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. V V minimum tie size= 22 US gcge. Minimum tie fastener = 8d common nail. Airspace= Nominal 1" between sheathing & veneer. EAch 9 9 9 g• SEISMIC DESIGN CATEGORY: B FROM FIGURE 301.2.2 (exempt from 4.6. CONTROLLING WIND LOADS. [�, recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. tie shall su ort not more than 2.67 square feet of wall area and shall be spaced not more than 32" on center horizontal) and C402.4 R402.4.6 Tenant Separation Walls Mandato Fire Separations between dwelling units in two-family dwellings and multiple seismic provisions of code per 8301.2.2) Exterior walls with flexible finishes L/180 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. O pp q p y ( ) P (Mandatory). P 9 Y 9 P Lintels supporting mason veneer L 600 6. EACH REACTION FORCE AND DIRECTION. 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 PP 9 rY / 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 beneath 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, Se, 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 (13403) 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. r section R703.8. Systems of building footings. 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. U 8703.8.6 Weepholes shall be provided lin the outside Wythe of masonry walls at 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. 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. 66 not be less than 3/16 inch in diameter. Weepholes shall be located immediately above the flashing. W4061AR110CDtt �GNAX s F0=N80RCES IN THE TRUSS MEMBERS. F- N 1103.1.1 (8403.1.1) Programmable thermostat. The thermostat controlling the primary heating or cooling system of the dwelling unit shall TABLE 8301.2(2) be capable of controlling the heating and cooling system on a daily schedule to maintain different temperature set points at W00EEQ TRElWME8TiALRU86 61W0WDBWINRIELQ`LOW%IG LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF R801.3 Roof drainage. All dwellings shall have a controlled method of water disposal from roofs that will collect and discharge roof P 9 g 9 Y Y P P Door And Window Required Design Loads: F-- 9 9 P g different times of the day. This thermostat shall include the capability to set back or temporarily operate the system to maintain q g THE INTERNATIONAL BUILDING CODE. drainage to the ground surface not less than 5 feet from foundation walls or to an approved drainage system. y P y P Y P y All exterior windows and doors shall meet minimum wind pressures 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- U 8802.1.5.4 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 (26C). exposure B, zone 5 end wall zone as follows: D Z P ( ) (EQUATION 16-8) R802.3 Framing details. Rafters shall be framed not more than 1 % inches (38 mm) offset from each other to ridge board or directlyW N1103.1.2 (8403.2) 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) 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 N1103.3 (8403.3) Ducts. Ducts and air handlers shall be in accordance with Sections N1103.3.1 through N1103.3.5. WINDOW/DOOR SQ.FT.AREA WIND SPEED WIND SPEED D = DEAD LOAD, L = LIVE LOAD, inch (51 mm) nominal thickness and not less in depth than the cut end of the rafter. Hip and valley rafters shall be supported U 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 I 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 +20.24-26.0 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 MAXIMUM LIVE 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. R802.7.2 Engineered wood products. Guts, 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 TRUSS DESIGN DRAWINGS SHALL BE PROVIDED R ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN g p P 9 ( ) 9 ( rY) P Y DRAWINGS SHALL INCLUDE THE FOLLOWING INFORMATION: members, cross-laminated timber members or I-joists are prohibited except where permitted by the manufacturers the 2015 International coefficient in Table R301.2(3).ational Mechanical Code (as amended), the 2015 International Residential Code (as amended) of the New York City 1. DEPTH, SPAN, AND SPACING. recommendations or where the effects of such alterations are specifically considered. Constructions Codes, as applicable. Plus sign signifies pressures acting toward the building surfaces.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 lateral) b solid blocking, diagonal bridging wood or metal or a continuous 1 inch b 3 inch wood strip nailed across 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. PP Y Y 9• 9 9 9 ( ) Y P 1. Air-impermeable spray foam products shall be permitted to be applied without additional joint seals. 4.2. TOP CHORD DEAD LOAD. the rafter or ceiling joists at intervals not exceeding 8 feet. " " 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 LIVE LOAD. h I-- I` R802.9 Trimmer joist: single header and trimmer for openings up to 4'-O" and doubled over 4'-O" 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 4.4. BOTTOM CHORD DEAD LOAD. - - r` CO Connect with tecos for header joist spans of 6'-0" and greater. button-lock types. ABBREVIATIONS 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. N N ti N ai 8806.3 Vent and insulation clearances. 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. o N1103.4 8403.4 Mechanical system piping insulation Mandato Mechanical system piping capable of carrying fluids above 105'F 41'C A.B. ANCHOR BOLT 6. EACH REACTION FORCE AND DIRECTION. than a 1 inch space shall be provided between the insulation and the roof sheathing and at the location of the vent. ( ) Y P P 9 (Mandatory). Y P'p 9 P ry g ( ) D.S. DOWNSPOUT LT. Wi. LIGHTWEIGHT RMS. ROOMS P P 9 A.F.F. ABOVE FINISH FLOOR DTL 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 ACCA Manual S based on building loads calculated in accordance LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. Section 8807 Attic Access A.F.T. ABOVE FINISH TREAD E.J. EXPANSION JOINT LT. 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 8807.1 Attic access. Buildings with combustible ceiling or roof construction shall have an attic access opening to attic areas that have a methodologies. ALUM. ALUMINUM R. 9 9 P 9 ELEC. ELECTRICAL RISER 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. vertical height of 30 inches (762 mm) or greater over an area of not less than 30 square feet (2.8m2). The vertical height shall ANCH. ANCHOR ELEV. ELEVATION M MASONRY RND ROUND 10. DEFLECTION RATIO FOR WE AND TOTAL LOAD. N1103.6 (8403.6) 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 .C. SAWCUT 11. MAXIMUM AXIAL COMPRESSION FORCES B THE TRUSS MEMBERS. International Mechanical Code (as amended), the 2015 International Residential Code (as amended), or the New York City ARCH. ARCHITECTURAL MAX.MmeMAXIMUM 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. The rough-framed opening shall be not less than 22 inches by 30 inches (559 mm by 762 mm) and shall be located in a 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 gravity dampers that close when the ventilation system is not operating. EXP. EXPANSION SHLF SHELF * DRAFTSTOPPING: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR-CEILING 9 Y P Y P 9• MECH. MECHANICAL z z z z z z inches high (559 mm wide by 762 mm high). Where the access is located in a ceiling, minimum unobstructed head-room in the EXT. EXTERIOR 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 BD. BOARD MIN. MINIMUM Section N1104 (8404) Electrical Power and Lighting Systems BLDG. BUILDING EE. EACH END SIM. SIMILAR DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING � v) 5� � v) co members. See Section M1305.1.3 for access requ'rements where mechanical equipment is located in attics. BM BEAM M.O. MASONRY OPENING S.S. STAINLESS STEEL MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR-CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: w � CU E w CU N1104.1 (8404.1) Lighting and equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall MTL. METAL STL. STEEL MN CONSTRUCTED F R - - RFMEMBERS, P P P y y BTM BOTTOM F/C FLOOR COVERING CHANGE Section 8902 Fire Classification be high-efficacylam s or not less than 75 percent of the permanently Installed lightingfixtures shall contain only high-efficacygLI<G. 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 8904 and 8905. Class A, B or C lamps. Exception: Low voltage lighting. F.D. FLOOR DRAIN N.I.C. NOT IN CONTRACT BRG. BEARING FDN. FOUNDATION NITS SUSP. SUSPENSION 9 roofing shall be installed in ,jurisdictions designated by law as requiring their use or where the edge of the roof is less than 3 BRK BRICK ( ) NOT TO SCALE SGD SLIDING GLASS DOOR TYPICAL ROOF & FLOOR TRUSS NOTES: N FLR• FLOOR feet (914 mm) from a lot line. Class A, B and C roofing required by this section to be listed shall be tested in accordance with Section M1305 Appliance Access BSMT BASEMENT SQ. SQUARE o 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 F. FIREPLACE O.C. ON CENTER * TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND MANUFACTURE OF N Ct. F.R. FIRE RATED TB TOWEL BAR METAL-PLATE-CONNECTED WOOD TRUSSES SHALL COMPLY WITH ANSI/TPI1. THE TRUSS DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY R 902.4 Rooftopmounted photovoltaic: panels and modules. Rooftop mounted photovoltaic panels 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 P P P P P FRM FRAME T & G TONGUE AND GROVE A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF NEW YORK. roof coveringshall 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 FT. FOOT / FEET TGS TOP OF GRADE SLAB • TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT WOOD MEMBERS CLAMPED IN RIGID photovoltaic panels and modules shall be installed lin jurisdictions designated by law as requiring their use or where the edge of (762 mm by 762 mm) shall be provided in front of the control side to service an appliance. COL. COLUMN FTG FOOTING OPT. OPTIONAL TFW TOP OF FOUNDATION WALL V) 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 TYPICAL FIXTURES DURING ASSEMBLY TO INSURE TIGHT FITTING JOINTS. � GA GAUGE TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. THE CONTRACTOR IS Z w R 903.2.1 Exposed wall flashing required to have a kick-out where the eave of the roof intersects a wall to prevent water intrusion into the enough to allow removal of the largest appliance, but not less than 30 inches (762 mm) high and 22 inches (559 mm) wide and 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 �""{ v GENERAL CONTRACTOR 0 R 905.1.2 An ice barrier/ water shield shall be installed per manufacturers specifications, to maintain product warranty. Carry down front of fascia, 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 0- than 18 inches 457 mm above the floor in garages. CTSK. COUNTERSUNK GENERAL CONNECTED WOOD TRUSSES. j min 4" typical. Apply ice & water shield in fair weather when the air, roof deck and membrane are at temperatures of 40 degrees Fahrenheit ( ) 9 9 PC POURED CONCRETE O m C.O. CASED OPENING G� GYPSUM U.N.O. UNLESS NOTED OTHERWISE * TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE APPROVAL OF A -� p or higher. Ice protect requirements per table 8301.2 1 . Install ice & water shield at all eaves, able ends, his & valleys. On roofs slopes 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 9 P q P ( ) 9 P Y P CANT. CANTILEVER G.L. GLUE LAM REGISTERED DESIGN PROFESSIONAL. 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 PL. PLATE W shall comply with code section M1502 listed and labeled in accordance with UL2158A. Exhaust duct size shall comply with code C.T. CERAMIC TILE HGT. HEIGHT PNL. PANEL SRT VERTICAL THAI W R 905.2 Slope. Asphalt shingles shall be used only on roof slopes of two units vertical in 12 units horizontal (2:12) or greater. For roof section M1506. CLG. CEILING HDWR. HARDWARE V.I.F. VERIFY IN FIELD IW%Rl� 6S�VLQF@bk 1kPWA,TIQNEOFF�I� I S. U I- 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 HORZ. HORIZONTAL,HORIZONTALLY PWD. PLYWOOD W WASHER M 1506 Exhaust openings: A minimum clearance of 3'-O" is required between air exhaust terminations and openings into the building. PF. PREFABRICATED 1. The mechanical systems shall be installed in accordance with chapters 12-24 of the 2015 IRC & 2016 NYSRC. Z underlayment application is required in accordance with Section 8905.1.1. C.R. CHAIR RAIL HD.WD. HARDWOOD W/ WITH U, 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. PR. PAIR WD, WOOD 2. The plumbing systems shall be installed in accordance with chapters 25-33 of the 2015 IRC & 2016 NYSRC. _ HR. HOUR o D DRYER LU = 3. The electrical systems shall - be installed in accordance Cn gage [0.105 inch (3 mm)] :Thank 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. it- PENNY HDR. HEADER PROJ. PROJECT / PROJECTED W.W.F. WELDED WIRE FABRIC Y rdance with chapters 34 41 of the 2015 IRC & 2016 NYSRC. W9 o * Area to be exhausted: Bathrooms toilet rooms= Mechanical exhaust capacity of 50 cfm intermittent or 20 cfm continuous. PE HB HOSE BIB PSI POUNDS PER SQ. IN. WO OR W/O WALKOUT 4. All general notes unless otherwise noted on plans or product specifications. W z penetrate through the roofing materials and not less than /. inch (19.1 mm) into the roof sheathing. Where the roof sheathing is / P y DBL. DOUBLE / I.D. INSIDE DIAMETER PSF POUNDS PER SQ.FT. WNDW WINDOW 5. All applicable state & local codes, ordinances and regulations if any. ^ Q less than '/. inch (19.1 mm) thick, the fasteners shall penetrate through the sheathing. DIA. DIAMETER P.T. PRESSURE TREATED w R 905.2.8.3 Sidewall flashing. Base flashing against a vertical sidewall shall be continuous or step flashing and shall be not less than 4 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 DIR. DIRECTION INGR. IN GROUND 6. In ureas where the drawings do not address methodology, the contractor shall be bound to perform strict compliance with ❑ Z 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 TA inches (38 mm) from the framing member face to which wall, ceiling or floor membranes will be DN DOWN INSUL INSULATION QUAD. QUADRUPLE manufacturers specifications and / or recommendations. C0 or into the utter. Where siding is provided on the vertical sidewall onto the roof or into the utter. Where siding is provided on attached, the pipe shall be protected b shield plates that cover the width of the pipe and the framing member and that extend INT. INTERIOR REQ'D REQUIRED 7. General contractors and subcontractors to review these construction documents upon receipt from architect and report an and all N g 9 P 9 9 P P P P Y P P P 9 DR. DOOR REF. REFER TO REFERENCE P P P y iii U the vertical side wall, the vertical le of the flashing shall be continuous under the siding. Where anchored mason veneer is not less than 4 inches 51 mm to each side of the framing member. Where the framing member that the piping asses I.S. INSIDE CORNER discrepancies including any dimensional conflicts, immediately to architect for corrective measures prior to construction. 1''� W 9 9 9• masonry ( ) 9 9 P P 9 P OW DISH WASHER RMS. ROOMS �' `/ c� 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. ROOMS CING,REINFORCED 8. DO NOT SCALE DRAWINGS. DIMENSIONS SHALL BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. F- } 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 o rip edge shall e member. 10. DISCREPANCIES: The contractor shall compare and coordinate all drawings; when in the opinion of the contractor, a discrepancy exists, Z W overlapped not less than 2 inches (51 mm). Drip edges shall extend not less than % 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 qa 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 UI 0 o co deck at no more than 12 inches (305 mm) o.c. with fasteners as specified in Section R905.2.5. Underlayment shall be installed G2426.7.1 502.7.1 Door swing. A )dances and a ui ment vent terminals shall be located such that doors cannot swing within 12 inches GRAPHIC SYMB0LS same character as for similar conditions that are shown or noted elsewhere on the construction document set. - `............. n edge along rake edges. -•\ over the drip edge along eases and under the drip g g g (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 consistent with manufacturers and W 0 q/j supplier's recommended installation procedures. Oa RT C'\ G2427.8 A mechanical draft venting system, excluding direct vent appliances, shall terminate not less than 4 feet below, 4 feet horizontallySTRUCTURAL CALC. REFERENCE P r : \" Cy S \ R 1001.1 Masonry fireplaces & chimneys to be constructed in accordance with Section 81001 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 /--,-I's 13. The architect has not been retained to perform framing inspections and / or field inspection. The architect is therefore not responsible U 1. `.�' `�F `=� 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. - * ,0'�a y `,\ 1 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 v PURSUANT TO SECTION 69.5 (b) OF THE NEW YORK STATE EDUCATION DEPARTMENT, REGULATIONS OF THE COMMISSIONER "REGULATIONS" 8 Q ,,-%I �''• + 1 than 3 feet above the highest point where the chimney passes through the roof. from an air o enin into the buildin Such an a liance with an in 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 , ,^ .'� y�. ("REGULATIONS"), Y opening 9 PP P P P 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 UNDER THE DIRECTION OF A LICENSED = ";�- 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 . �P� J`" 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. built fireplaces shall be tested in accordance with UL 127. XX _ _ _ XX BUILDING SECTION %, �c 1(O 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 ❑ NES 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. JO NUMBER G2439.4 (614.5) Dryer exhaust duct power ventilators. Domestic dryer exhaust duct power ventilators shall be listed and labeled to UL 705 Energy Efficiency �j for use in dryer exhaust duct system. The dryer exhaust duct power ventilator shall be installed in accordance with the O Z V O N1101.10.1.1 (8303.1.1.1) Blown or sprayed roof/ ceiling insulation. The thickness of blown in or sprayed roof / ceiling insulation (fiberglass or manufacturer's instructions. Lli - UNITS 1 l 7 (MODEL Al l 5 cellulose) shall be written in inches (mm) or markers that are installed at least one for every 300 square feet (28 m2) throughout the attic space. The markers shall be affixed to the trusses or joists and marked with the minimum initial installed thickness with Section P2607 Waterproofing of Openings = SHEET NUMBER 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 prevents water entry into the building. Counterflashin into the opening of pipe serving R'� a 1-1 2 P ry 9 P SI PP 9 �X. 118 (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 Z cross-sectional area of one pipe size smaller. 0 U) W I I I . I 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WHEN NOT ALIGNED WITH RAFTER, ` 66-?DX24"MIN CONNECT KING STUDS TO TOP PLATE Z ATTACH TO EKt1 PAR ROOF FRAMING MAP 1-1/4X22 6A.6ALV.COIL C5-V X 2A"MN OF OPPOSN6 FATERS OVER TOP OF TOP PLATE AND NAIL�P 2x4 OR 2x6 E ATTK"TO EACH PAR Res R RAFTER HZOGF RAFTER, 2x AGQ LEDGER I-V 2-3/8"x5" LAG, DBL TOP PLATE CRIPPLE STUDS SOC PLAN BOLTS o 16"OG INTO STUDS 16"OL. O 1� AN 51MP50N STRONG-TIE 2X BLOGKIN6 p `f�-) () A35 o EVERY RR AT 2 END BAYS 2X4 STUD WALL OR w 0- ShPrxN STRONG 5h�a0N STRONS CEILING J015T ORS ,B O_ Wca TE M5 TE MA °° SIMPSON STRONG-TIE TRU%BOTTOM CHORD SIMP50N H2 CONNECTOR®EA. sy I--• ,I,�,� <� ro- 5iMP5oN STRONrrTIE HI2 aD NAILS RAFTER TO STUD AND KINGS V t5 N s- ` TYp, 8d NAILS TYP. RIDES STRAPSKHl Ef ATfAGtS�TO EIY,#t PAR GF OPPO=�RAFTERS. ALn32NATE TO RIDGE STRAPS H3 o EVERY RR � ■ � FOR USE WHEN STUDS AND USE IN GOt"BINATIION OPLY WEEN STUDS AND RPM F STRAPS ARE NOT CALAR TES GF PROVIDE 2x4 COLLAR TIE AT (WHEN ALIGN®) o o`- v NOMNAL Vi OR 2X4 UME$t ARE LDLATW N RE UPPM THRD OF Pt UPPER THIRD OF THE ATTIC SPACE �_.+ N} ATTIC,SPACE AAD ATTAM TO EACH PAR M RCERS W/*Vd NAU W 4-10d AT EACH RAFTER) 05-22 STRAP AT F- � � �Z- `RAFT�I2S ALIGN `R��FTt�RS DO NOT AL16N EACH STUD,SEE U) U u>•� �Lo LSU26 FOR 2x6 DETAIL 4 Z L5U28 FOR 2x8,2x10,OR 2x12 0 Q W c M m FRAMED 6 ❑ U = ti �' co N OR (_) M �R 1 DGE STRAP DETAIL / RID GE STRAP DETAIL LU2D @ N STRONG-TIE 2x4 S 2x' oR DOOR • (POR CATH.GL65 WITHOUT COLLAR TIES) / (WITH OR WITHOUT COLLAR TIES) LU28 o EVERY GJ STUDS t9 16'O.G. NO SPECIAL FT a 2x AC-0 LEDGER W/3/8"x5" LAG, CONNECTORS REQ Qv 2 N.TS. LOCATE AT // 3 N.TS. LOCATE AT E\4E RY RAFTER BOLT o IG," OG INTO STUDS " IN THIS AREA swsm sTRONCm St QOM sTRONb STRAPPING TO BE 1-114"X 22 6A. TI`LT6 TF HG, / 6ALV.,SEE DETAIL 4MI.ALL STRAPPING slMPSar srRCNS »v NALs TW.f 1cv MAY of ur#v t"APPLED / t GABLE END WALL TO BEAR A MIN.OF 10"ON FRAMING. rE HIA OR HWS Our I/1"BEAT'Ift IG,M. , PORCH ROOF 8D NAILS TYP. FOR USE WHEN STUDS Ai'b USE IN GOI"l31NATION ONLY HWN STUDS AND / STRAPP INC DETAIL D T T TTIG Z ALM DO NOT ALIGN I N.TS. I( N.TS. STRAPPING TO RUN ONTO RIM JOIST,SEE O DETAIL q/DI(ONE STORY)OR ONTO STUD () ROOF RAFTEF: HURR I GAME TIES\\ AT WALL BELOW(`TWO STORY) F_ I N.TS. ILOCATED AT EVERY ROOF RAFTER ` ,STT I G • '� O 5TRAPP I NC DETAIL ' 61�FSM POsr CAP�+ �2 FOR FRAME GONNEGTI ONS o Ln^ •' USE VZQ5-�4 AT M UI- I J ,� DI ILTS. � M5rU865 m 2ND FLOOR // PRE-1� M�(X)2x PROVIDE 3"X34"X3"WA5HER PLATE AT ALL ANCHOR BOLTS 4-16d-AGE NAILS FROM Z / M5r(r48I� 5EGURED BY WOOD SILL PLATES. ICING,STUD INTO HEADER ❑ / COLUMN PO5T TOP ANCHOR !STRAP r 51MP50N PAB OR 55 ANCHOR BOLTS MAY BE USED IN LIEU OF LLQ STRAP START'NALS THREADED ROD W/WASHER PLATE. EW U146m / LOCATE AT EVERY CADU W 6fRDLR CONP6GTION H/2"IP� PROVIDE 3"X6'X.036'6ALV.STEEL PLATE W R.MR / N.TS. EW OF SRA 6-8D NAIL5 AT CORNERS AND INTER5EGnN5 (4)NN5 MN N �"18J6Ttl � i l I MALS 12-W NAILS AT AT BUTT JOINTS IN 5TRA16K 5IM35ON LSTA12 STRAP W/ WALLS. 3'X12"XL)36'6ALV.STEL PLATE WJ CLEAR 5PAN � ��� WALLS W4�E THERE SINGLE PLATE OR HEADER 5-I00 NAILS EACH END AT00 ��7 cur 18J6m ONE ATS PANS LSPPTO b�r EACH JACK STUD NALs 24'MINIMUM LAP SPLICE TWO FOR SPANS 6 TO 12 FEET O PRMW MN EW 21/8 5/8"0 A301 ROD THREADED b"BOTH ENDS. T#Rff FOR 5PAN512 TO 16 FEET 2X'b JACK STUDS HUAN)-. ,." G PRE-tar 3/4"AND I'ROD AT 51MP50N ST�15TRON6 WALL,SEE PLANS 12-160 MIN.NAILS ONE AT SPANS<6' P-1, T�» ENP"Th IST FLOOR BOTTOMILS AT ALL SPLICES TWO AT SPANS FROM V TO 12' I- !� Ir TIHIREE W MN UNLE55ANOTED OTHEPH15E ON PLAN SnBu44 ORASBU666 SEE PLAN ry 2'X3/6"X3"WA5HE12 PL YV/NUT EACH SLOE p Cn a I.EN6m ITYPa I UPPER STORY SHEAR m (� (A)NALs MN N �-05-22 COIL STRAP I 1 WALL TO GIRDER ALTERNATE ANCHOR BOLT DETAIL © EXTERIOR HALL ❑ W FLOOR TO FL-OOR TIES I l - -- BELOH GONNEGTION 4 I FOR SET BACK WALLS HDU HOLD-DOWNS AND STRONG WALL DOUBLE TOP WALL PLATE SPLICE DETAIL HEADER GONNEGTION N.TS. LOCATED AT EVERY STUD \ I/2'O HOOKt11 ANCHOR BOLT W T' \ FOUNDATION MINIMUM EMBEDMENT OR FJ(PAi510N 13 N4.T5. NOTE I \ BOLT W Y MINIMUM EMBEDMENT XT_56 N.TS. V COL STRAPS LNC StFAPM PROVIDE:8d C&MCN(OLIO x 25"LaO)NAI.. \ N.TS. COL 6TR/P'S M BBTHNS PRNM IOd OCPAdON(VA x 9'LONG)wits. I \ rA \\ COLUMN P05T BOTTOM ANCHOR LOCATE AT EVM;ZY COLUMW e"wE R GOMEC noN , „� ALLOWABLE HOLES - U) To MX VAULTY,lac W NAIL 0 6"0/6 AT ALL PANEL EDGES » 16D NAIL®24 0/G ARXIM s HM 6�►00 TOE N� HIP RAFTER, IGD NAIL 6 24"OIG "OSB PLYWOOD LVL Headers and Beams Z Microllam® LVL �,� 51MP50N HGP HIP SEE PLp,N SHEATHING � INTERIOR 1.3E TimberStrande and NOTES WERE 24'WIDE MINIMIM FULL HE169 I (4)NAL.6 MR IN CORNER TIE LSL hole zone Parallam®PSL 2 x diameter of the Ya depth U WALL RT"15 PROVIDED AT ENDS OF I I?"MOTH hole zo largest holle(minimum) BRACED WALL LINE THE 800 HOLDOWR MAY ( I" BE ELIMINATED. PROVIDE TWO(OPE AT EACH 1-3/4' 00TH(MK) ` SD NAIL o 6'01G SIDFJ(5-22 STRAPS PER DETAIL 4 IN LIEU OF I SIMPSON BP WASHER ```�� o - - L5TA36 STRAP5 SHOWN IN THE DETAIL. NAIL SHEATH%TO o AT ALL PANG.EDGES INTERIM L SILL PLATE W 8d 2x AW SILL PLATE. DOUBLE - - - NAILS a 4'0/G S!J.AT FULL BASEMENTS 0 �I� GYPSUM BOARD 5/8 DIA STEEL ANCHOR -I 1'MNiIUM - - - - - SD NAIL Ili 12'0/6 AT ALL Microllam® LVL and BOLTS MAX 2'-8'OC. tx b RAT YAJ.EY EMBEDMENT EXTEND BOL_T5 MIN.T INTO CS-22 COIL STRAP Jac BTReP TO RN48t MEMBERS NOT AT PANEL EDGES Parallam®PSL FDK WITHH n6Hn?ED NUT Z DflOAU allowed hole zone 3'x 3'WASHER TO EACH BOLT. 1)1 x i ACQ LSTA36 W 10-I0d NAILS "4 CMW BAR SEAL.A MAINTAIN bPROVIDE TERMITE �MIN..LL `'LL ATE RMff SIL PLATE ALTP4 PLATE�%G 0 AT M"COIL� 15/32"OSB OR IN51DE CORNER OUTSIDE CORNER middle Y span LOCATED 2 TO 6 PLYWOOD SHEATHING d 1.3E TimberStrande LSL allowed hole zone d INTO STUD ABOVE A FROM NO TO FINISHED GRADE KLEY,Mac WB ATS. BELOW l2 EACH CORPl13� FROM TOP OF WALL IML.As FM T E M WPLAR PLAN VIEW PLAN VIEW W r- � � � � 17 Tall=2,9808 COILL STRAPS WPM 51EATHN6 PROVIDE,8d COMMON(0.131 x 25"LON69 NAILS.COIL General Notes � C4 N c�i N N SEE FMATION PLN STRAPS O�SHEATHING PROVIDE,lod CONDOM(0.131 x 3"W%)NAILS. EXTERIOR HALL TOP C Twp i� Gtr HEADER MAXIMUM ROUND • Allowed hole zone suitable for uniformly loaded EXTERIOR ERIOR GORN R DEPTH HOLE SIZE headers and beams only. LAY-OVER OR 1=A�L5� VALLEY PLATE �{I P GONNEGTION 4�" ," • Round holes only CORNER GONNEGTORS TYP I GAL ANCHOR E30LT 5TUD TO RIM JOIST TO SILL PLATE 17 ST�RA4PPINC DETAIL IS 22 WALL FRAMING 5Y2' „4' • No holes in cantilevers. LOCATE AT EV®?Y STUD N.TS. KTa 7Y4"to 20" 2" • No holes in headers or beams in lank orientation. See illustration for Allowed Hole Zone DO NOT cut notch or drill �n�5�TO�RY .TLOCATED AT EVERY CORNER N.TS. LOCATION A5 NOTED N.TS. N.TS. N.TS. p holes in headers except as Indicated in illustrations and tables. Z Z Z Z Z Z A MINIMUM OF TWO BRACED WALL LINES(BW-)ARE REQUIRED IN EACH DIRECTION OF A BUILDING. BI-LS SHALL NOT BE SPACED Amp STRAP"WALL c,�mMy fl EXTE1M STRAP MD WALL SHEAml% I I O O O O O O MORE THAN 60 FT APART. WALL5 WITHIN A 6WL SHALL NOT BE OFFSET BY MORE THAN 4 FEET FROM A BVJL. BWL LOCATIONS ARE TO TOP OF POMP WALL F Lap��I TO TCP OF PONY WALL F USER O rn rn m rn rn INDICATED ON FLOOR PLANS 2 TE, NOTE, �'�I 5 � Z Z 2 FT MAX PONY WALL MAY BE I I 2-'T MAX PONY WALL MAY BE W 9 JSZ MTIZ N0.DOPVPI AT 06-W WXM A BRACED WALL PANEL(13WP)SHALL BEGIN WITHIN 10 FEET OF EACH END OF A BI,,L. THE 015TANGE BETI EM ADJACENT PLACED ON TOP OF HEADER PLACED ON TOP OF HEADER W � W W W IX W&L EW R&S(ILL'S A)ITU AS REQURT EDGES OF BAPS SHALL NOT BE GREATER THAN 20 FEET. THERE SHALL BE A MINIMUM OF TWO BHP ON EACH BWL EXGEPT AT ® AT IXW,ED WALL DETAL5 O APD D. WALL5< 16 FEET LONG MAY HAVE ONE 48'OR LONGER BAP. BWPS ARE TYPICALLY C5-H5P SHEATHED BRACED WALL PANELS tO 3 I/2'WIDE LVL 4EADEL I(5�FLAW c ® a-106�PWS AT DTTIZ (`T(PE A)OR GYPSUM BOARD GB(TYPE B). PROVIDE TYPE G,D,E,OR F PANELS AS NOTED ON PLAN WHERE BW TYPES A GONT1N10U5 To OUP5IDE:OF PAI�i N AND B DO NOT QUALIFY DUE TO MINIMUM LENGTH REQUIREMENTS OR ADDITIONAL CONTRIBUTING LENGTH OF BHP 15 REQUIRED. LO 'o BNP TYPES ARE INDICATED ON FLOOR PLANS. Q 04 ® -3/8'0 THREADED ROD /■� ® 05-N5P GONTINUOUSLY SHEATHED 13RACtV WALL PANELS(TYPE A)SHALL MEETNOTE.HHE];E Z • THE MINIMUM LENGTH REQUIREMENTS OF TABLE 8602.10.5. NAIL 1(b"MINIMUM WALL CONTINUOUS IIVi MIN DEEP HERDER TO CO irl"jo 15 IIV4"MIN DEEP HEADER TO WALL RETURN15 P�pED ATS OF SHEATHING WITH Sd NAILS o 6"O/G(E06E5)AND 12"O/G(FIELD)AND PROVIDE 2X OUTSIDE KING STt1D(SEE FLAW OUTSIDE KING 5nm(SEE PLAN) PNB.Me � G5-W5P BRACED WALL LINE THE WOO BLOCKING AT ALL UNSUPPORTED PANEL EDGES. PROVIDE 800 POUND HOLDOWN FASTEN il'5HEATHIN6 TO HEADER W FASTEN J'5HEATHRI6 TO HEADER W Z HOLD"MAY BE EIMIHHATED. PER DETAIL Iq OR 20 AT EN05 OF BRACED WALL LINES THAT DO NOT HAVE a 8D HAILS a TOO IN FAGH DIRECTION � a 8D NAILS a 3'O/G IN EACH DIRECTION WALL MIN PANEL LAJ c EITHER A 24"MINIMUM FULL HEIGHT WALL RETURN OR A 48"MINIMUM BAP, Lu SIMPSON LSTA24 STRAP ON BOTH SIDES A UJ SIMPSON LSTA24 STRAP ON IABHEAT4HED HE169(FT) WIDII�I NLN TRIM TOP OF PANG AS READ G U EACH OF HEADER TO JACK STUD W H6-IOD NAILS FACE W I6-IOD NAILS ' 0 TABLE R602.105 MINIMUM LENGTH REQUIREMENTS OF 65-WSP W z q 38. 6 V4'5115 SGR'EWS O W r CONTINUOUSLY SHEATHED BRACED WALL PANELS 2 FASTER TOP PLATE TO HEADER W 2 H � FASTEN TOP PLATE TO HEADER W 2 � m ROWS OF I6d NAILS 0 310/6 zQ 1� ROV5 of 16d NAILS a 310/6 ZQ 10 34' PORTAL STRAPS I/Y FROM 1316E ON W H W WALL AJAGENT CLEAR MINIMUM LENGTH OF Q U p V II 38' BOTH SIDES(4 STRAPS PER PANED , Y -51MP5ON GHd COUPLER N)r HEIGHT!Fl) OPN6 EIRAGED24WALL PANEL (2)JACK STUDS MIN.OR PER PLAN 12 42' W _ ` _ (2)JAfij CK STUDS MIN.OR PER PLAN ( 7 $ 64'TO 80' 32' BLOCKING AT PANEL ED6E5 BLOCKING AT PANEL EDGES SIMPSON SWAB STRON6-WAd.L 5B Z U 80"TO qb" 36'" O BLOCKING,AT PANEL ED6E5 PANS.,VERIFY PANE.15 PL" <64" 0. 6YP`�UM BOARD '6B"BRACED WALL PANELS(TYPE B)SHALL BE PANEL SHALL HAVE A L346TH V OF NOT PANEL SHALL HAVE A LENGTH t OF NOT (9 Z LE55 THAN 16'FOR 8 FT WN 1,18'FOR 9 LE55 THAN 16'FOR ONE STORY A 24'FOR w -3/8'0 ANCHOR BOLT OR q 64'TO 80" 30' 48'MINIMUM IN LENGTH ON BOTH 51DE5 OF WALL PER TABLE FIRST FLOOR OF TWO STORY APPIJGAnON NOTE.DETAIL APPLIES TO W O FT WALL,APD 20'FOR A O FT YIAU SEE ADHESIVE ANCFHOR 80"TO q6" 41' R602.10.5. SEGURE Ys"GYPSUM BOARD WITH 6d COOLER NAIL5, PLAN FOR ACTUAL LB46M SE:PLAN FOR ACTUAL LE%TK BOTH ENDS OF HEADER <64' 30' Agl5"X IYo'GYPSUM BD NAILS,OR.oLiw X I%*ANNULAR RINGED F WIDTH TO HE16HT DIMi36M ARE �L F WIDTH TO HEIGHT DIMENSIONS ARE p • 10 64"TO 80' 30' NAILS o l'O/G(EDGES)AND?NO/G(FIELD). BLOGKINe IS NOT EXC.EITED THEN DETAIL'-•TO BE USED. EXGrt�THEN DETAIL F TO BE U53J. w r.- N N REQUIRED AT UNSUPPORTED PANEL EDGES WHEN PANELS ARE N NWIL. El 80 TO qb 38 INSTALLED HORIZONTALLY. PROVIDE JOIST OR TRL55 OR FULL - IF GONnPW115 HEADER IS USED OVER "Partial credit for Panels 36"to 48"wide per R602.10.52 HE16W BLOCKING DIRECTLY ABOVE AND BELOW TYPE B WALL5. X BOTH OPENIN65 TH31 MIDDLE WALL cn TYPICAL HOEDOWN DETAIL AT CONTINUOUSLY SHEATHED WOOD � ONE JACK AND KING 5nID5 � ONE JACK AND Klt�s1UDr' L EQUAL��To BRAGM615 NOT R60V • " _ H FASTEN 1/16'SHHEATHIN6 TO EP+GFH STUD FASTEN 1/16'5HEATHIN6 TO-AGN STUD TWD KING 5T11Dr or > 12 /'j� STUCTU RAL PANEL "CS-WSP" -TYPE A GYPSUM BOARD "GB" -TYPE B u- A 51LL W 80 COMMON NAIL5 s V OAC A SILL W 8D COMMON HAILS a 3"016 ~ FRAMED FLOOR A g Q Q FA51EN TM'%EATHIN6 TO STM Z r n m NOT TO SCALE PER FIGURE R602.10.5 NOT TO SCALE PER FIGURE R602.10.5 - A SILL W 8d NAILS e 4 o/C Z V J J N.T5. PORTAL DETAIL'C'ONLY APPLIE5 51M'SON HDI15 HOLDOVN W 14 I/4'SDS 5IM35M HW2 HOLD"W 6-1/4 TO 2 FT TO la H=T WIDE OPENINGS. SCREWS N POLHLE END STUD W5 50e6 IF NO FLOOR ABOVE. Z Q 0 TABLE 602.10.3(1)BRAGING REQUIREMENT5 BASED ON 14OMPH TABLE 602.10.3(2)WIND ADJUSTMENT TO FDW HOLD"W O-1/4'505 PAHIi TO 51T DIRECTLY ON TOP OF WIND SPEED,EXPOSURE B,30 FT MEAN,ROOF HEIGHT,10 FOOT REQUIRED LENGTH OF WALL BRAGIN6. 2-1/2'40 ANCHOR BOLT OR EXPANSION 5CF&IS IF FLOOR ABOVE. 55 CONCRETE FOUNDATION WALL ............................ 56F'S N DTTIZ flG.PaM AT C -Yff WAGEP WALL HE16 4T5,AND 2 BRACED WALL LINES BOLT WITH 2'X2'AA'PL WASHER W WALL EW HAMS A)HDU AS RFI�URID ADJUSTMENT STORY CONDITION ADJUSTMENT OVER 1/2'0 ANGHHOR OR EXPANSION BOLT CONT BASED ON SUPPORTING FAGTOR t4 BAR GOVT IN TOP OF GONGIRETE 2-1/2'0 ANCHOR OR EXPANSION BOLT m I AT PACU WALL PETALS G APD D. CONCRETE 04 BAR CONT IN TOP OF CONCRETE FOWATION FOIINDATON STORY BWL 5PAGIN6 METHOD 6B • TIE U Ro' EUT C� m SHEATHING EXPOSURE GA1E60RY ONE STORY G 12 FOUNDATION I•.- � ti i m $-IOD wily AT DTTIZ EXPOSURE GATTE60RY OPE STORY D 15 t4 BAR CONT N TOP AND BOTTOM Q m �- TOL' 10 25 55 EXP05URE CATEGORY TWO STORY G 1.3 PABA 18 ANCHOR BOLT OR%THREADED OF GONGRETE FOUNDATION SIMPSON 567/8X24 OR PABi-18 ANCHOR ROD W WASHER PLATE,SEE DETAIL 15/01 BOLT OR Ye"THREADED ROD, W TOP 2O' S.O' 10.0' EXP0511RE GA1L60RY TWO STORY D Ib EXTEND WALL SHEATiIN6 OJBt RIM JOIST PABA-18 ANCHOR BOLT OR%'THREADED a:w'•'-�>� � � m OVER ROD W WASHER PLATE,SEE DETAIL L5/bl 5 DETAIL 15/01 M. m ROOF SAVE TO RIDGE ROOF ONLY 15 FT 13 PAERQ EDGE V' TOP 3O 7.0 145 FRAMED WALL PORTAL DETAIL TYPE D ONLY APPLIES TO 6 FT TO 18 FT WIDE OPENINGS. ROOF FJ1VE TO RIDGE ROOF ONLY 20 F7 Ib FLOOR PANEL HAS CONTRIBUTING LEN67H OF 48'TOWARDS R602.10.3(0 MINIMUM LEN6TH WALL TO BE USED ON FIRST FLOOR APPLIGATON ONLY.PANEL HAS j TOP 40' 4.0' 185' ROOF SAVE TO RIDGE ROOF+I FLOOR 15 FT 1.15 REQUIREMENTS FOR BRACED WALL PANELS AT BRACED WALL LINES. ML TO Ix CONTRIRMN5 LENGTH OF 48'TOWARDS R602.103(I)MINIMUM L.BJBTH SIMPSON STRONG-KAU REQUIRES ENGINEERED DESIGN TO ROOF SAYE To RIDGE ROOF+I FLOOR 20 FT 13 USW ON F1R5T MOOR APPI.IGAT'ION ONLY. REMIREhENTS FOR BRACED WALL PANELS AT BRA W WALL LINES. ACTUAL HORIZONTO DETERMINETAL ANEL01516 WIAND NDCHOR BOLTS LOAD CONDITION ❑ 0 TOP 50 11.0 23.0 ROOF EAVE TO RIDGE ROOF+2 FLOOR 15 FT 1.1 /vE W`( ROOF SAVE TO RIDGE ROOF+2 FLOOR 20 FT NP �. _. �...................... TOP bo' 13.0' �5' WALL HEIGHT ANY STORY b FT OA CONTINUOUSLY SHEATHED PORTAL PORTAL FRAME WITH HOLD-DOWNS ALTERNATE BRACED WALL PANEL "ABW" SIMPSON STRONG WALL J B UMBER 3/8'OANCHOR BOLT OR , WALL HEIGHT ANY STORY q FT OAA DETAIL - TYPE E DETAIL - TYPE F BOTTOM OF 2 10 5.0 105 ADHESIVE ANCHOR WALL HEIGHT ANY STORY 11 FT 1.05 C FRAME "CS-PF" DETAIL - TYPE C D "PFH" DETAIL - TYPED E 016023 WALL HEIGHT ANY STORY 12 FT 1.1 a`<`:a n<ob`:• BOTTOM OF 2 20' 4.0' 14.0' NOT TO SCALE PER FIGURE 8602.10.6.3 NOT TO SCALE PER FIGURE 8602.10.6.2 NOT TO SCALE PER FIGURE R602.10.6.1 NOT TO SCALE PER ENGINEERED METHOD W .'e• oa6a. :. � � � PllltBER OF BHL PER PLAN DIREGnON AT STORY 3 13 BOTTOM OF 2 30 13.0 275 Hn PI11.1BE<OF BML PER PIAN DIREGnON AT STORY 4 1.45 Q SHEET NUMBER BOTTOM Of:2 40' ILA' 36.0' W43ER OF B°L PER PIAN DIRECTION AT STORY 5 OR MORE Ib /� G GYP BD FINISH OMITED FROM INSIDE FADE OF BWP 1.4 �- HOLDOI�IN DETAIL I L AT SLAB BOTTOM OF 2 50' 21.0' 44.0' APPLIES TO METHOD GS-W5P ONLY ('21 BRACED WALL PANEL DETAILS Z 2O N4.T5. BOTTOM OF 2 60' 25.0' 525' APPPPL130 FA5TENINS ANY IES TO METHOD 6B ONLY STORY 4"O/G 0.1 p_, NOT TO SCALE UNITS 117 (MODEL A l - 15 118 A W p COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED F— W Z W n• ? � E U U N GaNlf.2"x4"CLOLIC9JFi TYP.EXTF�ZIOR WAIL 0 0 5 1 x4'6UI'RIORRS 0 w OG.- 2 Z _ fRNvED SGfFIf 4 4 ° o � m N ��o RIDGES TO ALIGN (2)2"xb"d..61;m 2 2 Ma"6K VLNOxb IN ll Z wOGEs ro AL16N 6Y 1 YPgJ"OR EQUaI O V 2.5 c to RIDGE VENT b b ('xbN TRM �. � � L V)'- M rxb'FA9GIA U Q w M RID6E VENT Loyto HIGH CEILING BEYOND TYPICAL 5HINa-6 ❑ r- CID ARGHITEGTURAI.SHINGLES I/2'Pl YWDYAf�UFdN6 (�./� M I.I.. M I5#FELT UNDERIAYMENf rx4"Tm I/2'PLYWOOD%1EATHI% 11 = b'AZEK TRIM b'AZEK TRIM V HARDIPLfWK a DBtfIL BLOCK tDTLBbxbxB HORIZONTAL SIDING 4" 8• 12 BY TYPON'OR EXAL b'AZEK TRIM DENTIL BLOCKBY �DTLB6xbx8 12 12 I `FYPO' °R 'A 12 GABLE END DETAIL I AI.I 121F— 6'AZEK TRIM TRIM RAKE AI 12 cp' OH. OH. 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Ill [ lilt IllOH. 2 LaAIER�VErtr N TIOONS To MAINTAIN 12 AJJ i 12 ARGHITEGTI RAL w It w w W- w PER 2 TYPICALROOFING 5 5 PRDDIIGT WARRANTY00. N SHINGLES ISw FELT Ix8 FASCIA RVERLAYMENT milli iml N 11 Lt 11-11111IN6 b'AZEK 6'HIGH BLIPb I SFtFA1NrH N APPLY ICE t WATT SHIELD IN FAIR -+— ���' - ITT _o WEATHER WEN THE AIR,ROOF DEGK AND ALION I N1 ALIGN w MEMBRANE ARE AT TEMPERATURES OF 40•F 0,G)OR H6FER FASCIAS — — — — FASCIAS ESRill PL HT — 11 1 1TR A _ DINING FL Hi Ah PL HT OH. lilt , 1fyitill 1 , Imlt mNI r^ -IYVB'OR EQUAL i _ I I I I I I ETI EED-1 MEE D EXTERIOR KALL U -HARDIPLANK 5HINSLE SIDING CH. m -IWOB SHEATHING �Hl 1 111111 Hill IIE] !E J p HOOD•IbOL. 52 W -� o W O Lu lilt Hill liltWU p Q GARAGE1 1 I I Lj KALL I I U p BEYOND. =-I.I I I i I I I 10 AZEK TRIM Z _ _ lilt lilt I I Ill lilt 1 11 lilt Ill i t I I I I f/) w J:FI+ 11 I I I I V= lill 11 Hill 11 11 Hill I Ill t w z! 1111111 till IN. IFNST FLOOR co D'-0" OO ~ Ill 11 ll 11 11111 11 ill w bxb P.T.POST WTH 51MP50N I _ _= I — — — — — r — I r�`'"T` I 2015 IRC-62427b(5038) ❑ W BG523/b POST GAP ANCHOR t I I 10 SQUARE HBd6 PERMA CAST I I III I h l I 1x4 AZEK TRIM I I I I I III I III I I I I I I I VENTING SYSTEM TERMINATION LOCATION: _ 51M'SON ABU66 POST BASE Illi W/ I II I N I I II I III THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN i L ST BASE I I FLAT GAP t BASE(oR MAU I I I I II I M I I I I ( I I I III I III I I I I I I I WIT OF IOXO BN PER HOUR(3KW)OR LESS 5HALL BE -CORNERTO BE I I III I Ef, 55q I I I I = I I I I III I III I LOCATED AT LEAST W FROM ANY AIR OPENING INTO A PROVIDED W/SPLIT KIT III I W W II I w w III I WW SII I I I I I I I I BTUPM HM BUT NOWT OVER 501 OWW Ei P OVER 10,000 BE z m I L= �INSTALLED WITH A 9 INCH V131T TERMINATION CLEARANCE;,AND M AFPLW�C.E WITH AN NiOVER 50,D00 BTU PER HOUR J I 2 Ill VENT TERMINATION Z Q CLEARANCE.TIE BOTTOM IOF THE VENT TERMINAL AND THE NR (7 p Z��-, ESI i I I I I I I ISI I I I I I I I cn W /GAS t �q — — — — — — — — — — — II INTAKE SHALL BE LAGATEDI AT LEAST 12'ABOVE GRADE. W - - - - - - - - - - - - — � - - - - - - - - - - - - — —_ FLOM r\UPFM UNFIPL _— - - - - - - -- — - - -- - - — - -I - - -- - LI - - - - I- - = - - - - - — Q G...��OF3E.,TC — — — — — — — — — — — — —I- - - - - - - - - - - - - - -I— - - - - - - - _ - - 1 U - - - - - - - - - - - - -�- - - - - - - -- - - - - -- - - -- - - _ - - - - -1- Z - - - - = - - - - - - - - - - - - -1 — — 2015 1RG-R3122.1 IN DM8LIN6 UNITS,WiERE THE TOP OF THE SILL OF M (— OPERABLE WNDOW OPENN615 LOCATED LE55 THAN 24• Q FI s YY:1 ; C-){ ABOVE THE FINISHED FLOOR AND GREATER THAN 12'ABOVE i's THE FINISHED OR OTHER 5URFAGE BELOW ON THE LTJ ED G �� ELEVATION ON FLFV�TI ON EXTERIOR OF THE BUILDING,THE OPERABLE WNDOW SHALL \`', = X 'j( COMPLY WITH OPE OF THE FOLLOWING: (� �� , 1 TO PAS51 TH2OU6H THE OPENIM6 M ITS ILARl OPENED � �. POSITION. ❑ iFh�EW O 3 = I-0 6 = I-O W R° (23810 •FALL PREVBdTION DEVICES THAT COMPLY WITH ASTM F 2040 (TEE WNDOW OPENING CONTROL DEVICE AFnR opERAT10N TO RELEASE THE CONTROL DEVICE ALLOWING THE WNDOW TO RUY OPEN,SHALL NOT REDUCE THE NET CLEAR OPENINGUNIT 117 UNIT 118 JOB NUMBER AREA OF THE WNDOW EMIT TO LESS THAN 51 SWARE FEET. MODEL A l - 15 (HOLLY)- MODEL A (LAUREL) w 2016023 UNITS 117 (MODEL Al - 15 ) DUET CLUSTER = SHEET NUMBER u) & 118 MODEL A ELEVATIONS ( ) u) Al W 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED RIDC,-,,,r--E E VZEwTARVANT ^ ,C)FIRE W PLYWOOD 5HEATHIN6 E 2'x8'R106E BEAMU r+ 12 12 p �• ' � 0 15 12'IA'PETZ GABLE 12'UPPER GABLE Z V, R1D6E5 TO ALIGN 1�lILD RID6E5 TO ALIGN BUILDS 12 7 12 2'Xb"RR 0 o RIDGE VBdT -' RIDGE VENT BLOCK RIDGE VENT _ 4 RID6E VENT BLOCK ® I6 OG. U 4--J 0 RIDGE VENT RIDGE VENT �- -- . PT GIRDER I Ida I I SEGURF�TO Z L S in off _,; •,._ r vl OR E W � M ,. �:. —.—T — — U , q 74 oo ��-x•. tel_ RIDGE VENTIf �=_�•--- ---- ---�_= - wD6E vErr GABLE - t-. ... "' I'-0N I`O» X12 a --�T�- GABLE ���` 6AI3 IO I�. ::• -- --" ALL 6UTTEftS E LEADERS SNAIL BE BAKED IS I'-4' _ �' WJITE ALUMINUM.032'MIN GAUGE GUTTERS OH. I'4' GABLE t- _, .:_. =.�:.�.-._..: OIJ. u-,-� .� _ -! iSHALL BE 5'SEAH4L55,06.5TYLE W/ALL S60H OH. --: ------y- - - .. RM ATED t REQURED AGGE55ORIES. LEADERS 6'HIGH BLIND BE MIN.25x3',A27'GAUGE NY GUP5 t FLASHING " n - 1 ---- ANCFIORS. GN1LK t SEAL ALL JOINTS. PITGFI q q ROOF a GovERED , 4 GUTTERS MIN V8'iFT.PROVIDE P.V G. ROOF a COVERED PORCH BEYOND "--12- �* =°T - RECEPTORS 8'ABOVE 6RADE TO REGENE POGH BEYOND AN A "Xb" IT BEAMS Z - .. LEADERS(CLOSED GAP OF516W. Ix8 FA5GIA W. 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Jj' ' ' I 1 PORLIBEYOND I- Oili .J� i i �� I I O Qji ! 11`.x ,"J I .�, J .T. :.I:.• I I I I 11.�.•....x.i„1,1. 1+ 1,.., LhJ.t 1. lilt I I /J&HR5 r FLOOR LINE I :1:-a:-,•.•.I - [ ILL�J FIRST LINE F T FLOOR LME I _ r'r�, c _ FlRST FL LINE r T 1 _ w � Ix4 AZEK TRIM I I I I I I I I I I I FIRST FLOOR LINE b I I I I 1 ALL HOUR RATED kXTERIOR eBEARINWALL I I 1 a •• ASSEMBLY- 5E DETAIL: F—I I I = = = i � FNSHJ BT LR � � Lu : _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ - - - - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _i- - - - - _ _ _ W Fn TYPICAL PORCH 5LAQ O 4 4'P.G.SLAB(MIN.3500 PSI GONG) REINFORCED WITH bx6,10/10 W.W.M. LEFT 51DE ELEVATION RI C HT 51DE ELEVATION BREEZEWAY 510E) •TAMP 4 FILL TO 95%VEN51rr F• , 3AW = I-0 b = I-0uj UNIT 118 UNIT 118 1 BREEZEWAY SECTION A 1 . 1 NTS. � U MODEL A (LAUREL) MODEL A (LAUREL) Z U O p RIDGES TO ALI6N 10'-0'MIN. RIDGES TO ALIGN RIDGE VENT 8106E VINT HARDIPLANK _ �._I2_ .., --:- .. _ . _ _ 12 12 12 12 55 HARDIPLANK HORIZONTAL SIDING E LEADERS Q HORIZONTAL 511DING _- -- - ALL 6UTTERS t LEADERS SHALL BE BAYEDco n n n WHITE ALUMNJM 032'MIN.6AU6E,GUTTERS W SHALL BE 5'SEAMLESS,12 RID6E VENT - It- `Y � - - -- RI9ATED i REQUIRED i OACGE%ORILEADERS.6.SrrLE W ALL t 9 RIDGE VENT 04 ri co cv _._--- 0 .�-, SHALL BE MIN.25x3',02T'GAUGE W/CLIPS t ANDS. CALK I SEAL ALL JOINTS. PITCH - - 8106E VENT == 6UTTERS MR VBYFT.PROVIDE P.V.G. RECEPTORS ABOVE GRADE TO RECEIVE -- - - - - - LEADERS(CLOSED GAP DESI6W. 014• 12 �: - - 12 III fill III I I 10 - -- -_- CLERESTORY12 12 GL62E5TORr "I BEYow BEDROOM$3 12 T- �- wAu.BEYOND ' -- -- . _ ROOF a COVERED 0' iri ___-- PORCH BEYOND z z z z z z�..__:� _ GABLE _ - OH. O O O O O O 2 1x8 FASCIA BD. ,-----..- -. c0 <5A uJ V5o Z55 (5A BEDROOM#2 PL HT �.�_- -- - BRKFST PL MT MSIR BR PL HT - --OH. OK ON. o ® I - 6ARA6E PL HT Ako 101{' I 1 I J E AZEK I I 1�� 1OH N s.: .-F i - - ® I I FRIEZE BD. I I OH II II11 fill !E 11, 1.-..i 1 1 rs !E I I 11 11 Hill 11 MASTER BEDROOM �' >� I IIlill III lilt III I 4fill 1 11111 111111 fill I III fill III lilt i WALL BEYOND 4 4 i i 6ARA� 4 4 4 COLUMN o COVERED I I 4 GOLUHIHI a GOVBZED 4 LJJ V J eEYOND I'_t.l1.�1: I I 4 COLUMN a COVERED PORCH BEYOND I I FRONT PORCH BEYow P U PORCH BEYOND 1 1 Ll C9 II 11 O m [,J 11 1111M 1111111 Hill G',. .1. I I II Lu O w FIN. IST FLOOR - Lu w _ III U I-- FIN.1ST FLOOR FIN. 1ST FLOOR FIN. IST FLOOR �� Y ELEV= O'-O” ELEV= O'-0" El El/= O'-O" - - - ELEV= O'-O" pENNNNNNNI = Q I ( I I I Ix4 AZEK TRIM M I U C] _ COLUMN J co Rl� I I I b I Q I I I I U > w I HOUR RATED EXTERIOR A1.1 li FRONT PO"BE�YOIrD I I I I FDI I n l I 1 ! p z BEARING WALL 4 FW Q III @A55EMBLY- 5EE DETAIL 1 1 i III 1 1 2015 IRG-62427.6(5038) VENTIN6 5Y5TEM TERMINATION LO(ATION: _ cf) THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN J I I I I I INPUT OF IOAOO BN PER HOW(3KHO OR LE55 SHALL BE III I I I— CD UNPIN.BSMT FLOOR - - I I UNFIN.854T FLOOR ATED AT LEAST b'FROM ANY AIR OPENM6 INTO A — oL _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - 1 - - - - - - 1, 1 - - - - - - - - - - - - - - - _ _ _ BULDIN6,AND 9"ANAPPLIANCENTH ANINV OVER 10,000 (9 m BTU PER HouR Bur NOT OVER 50poo BTU PER Hg1R SNAIL BE Z - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - INSTALLED WITH A 9 INCH VENT TERMINATION CLEARANCE,AND W AN APPLIANCE WTH AN MPUT OVER 50POO BTU PER HOUR 'J SHALL HAVE AT LEAST A 12 INCH VENT TERMINATION z 0 CLEARANGE.THE BOTTOM OF THE VENT TERMINAL AND THE AIR INTAKE SHALL BE LOCATED AT LEAST 12'ABOVE GRADE. W .. .... . \"� rc..:.:. p �R1CHT 51DE ELEVATION LEFT 51DE ELEVATION (BREEZEWAY 510E) _U �V ��°`'E 710 2015 IRG-R3122.1 f e. IN DWL9.1.I1,16 UNITS,WERE THE TOP OF THE SILL OF AN I" /_. 3 = 1-0 _ -0 OPERABLE WINDOW OPEN1%15 LOCATED LESS THAN 24' Q fly " ' rn n ABOVE THE FINISHED FLOOR AND GREATER THAN 12'ABOVE THE FINISHED GRADE OR OTHER SURFACE BELOW ON THE L u.I EXTERIOR OF THE BULDIN6,THE OPERABLE WNDOW SHALL UNIT 117 UNIT 117 �.Y ATH ONE OF THE F N6: = OPBdM65 THAT HILL NOT ALLOW A 4 MGH DIAhETER SPfERE 7 " -7 TO PASS THROUGH TIE OPENM6 IN ITS LARGEST OPENED POSITION. 3 MODEL A l - 15 (HOLLY) MODEL A 1 - 15 (HOLLY) •FALL S� THAT GOHT'LFTEIR ASTM F 2040NEW� (fHE WNDOW OPENING CONTROL DEVICE AFTER OPERATION TO RELEASE THE CONTROL DEVICE ALUOWNG THE WNDOW TO ............................... FULY OPEN'SHALL NOT REDUCE THE NET CLEAR OPENING J B NUMBER AREA OF THE WINDOW UNIT TO LESS THAN 51 SHARE FEET. .. 2016023 UNITS 117 (MODEL Al - 15 ) DUET CLUSTER Q SHEET NUMBER & 118 MODEL A ELEVATIONSC) ( ) 'LAI IW p COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED � � y ~ W Lu W E v U o V � z co t5 ami Qo� Ipll,'� in Q L >Ccn� M U Q w CM U 2 Nco ❑ U ~ Go B A I G A m A-6 A4 AI.I AI-65E I-6AI 6 !n a 52'-2" Ib'-0' 52'-2' 13'-2' 1 14'-10' 19'6' 14'-8' 9'-8' 15'-4' 12'-6" LINE OF REAR GHQ LINE!OF REAR C41� 5'-4' 4'-4'M.O. 5'-2' WALL a UNIT IN V-2' 4'-4"M.O. 5'-2" I,-2. -2' O WALL•UNIT Ill 6 FDI 11-- 0 F-- o b ---- 8 O TYPICAL PORCH SLAB �, I Y a� a U u' 6 •4'PL.SLAB MIK 3500 PSI COHDJ o 2 155RE% I FDI 2 V-2" •REMFORGED WITH bx6,ICAO WJ IM. -0. 1._2+ FDI WINDOW m FDI TAMP I FILL TO q5%DB151TY 4 LL 'a� 0 tr a TYPICAL PORCH SLAB L L - - - HD b HD •4'PL.SLAB MIK 3500 PSI GONIA M 2 4'WIDE JOIST - _ - - _ - REINFORCED WITH 6x6,IOAO MIA - - HD O L ! J 4 FD1 ELEVA(-)1''111 Q I �----1 (2)2X10 P.T. i � •TAhP!FILL TO 95%Df31�iIT( • `�, ZQji q m 8" IS'-10" 1'0' 101-61 O' ❑ b` m l'-0' 8" 7'-0' "v b' 8• "' 13'8• in 10' 13'-0' 10' - C6Rr55 2 Q 2x12 flAOR JOISTS WINDOWD I FDI r a Ib'OL. - - 2,x A. II d2 FLOOR JOISTS o HD a 16,OL. o - - 4'HIDE JOIST SEAT. 1,-0, 54AB SFJ+T TA.SEAT EI EV=(-)I'-I}• I 4'9' S'-l0" 4'9' `r 4'HIDE JOIST 2x12 FLOOR JOISTS - - - - - a� �o I 1 �) �a OL. o b_ l?)2X10 P.T. 4 i ( STAT.TA.SEAT 1 DIRECT V13dT HEATING EtC111P. u, v _ = I `C �' ELEV=(-p-1k APPA IAIYE!1 FARAN[,F Q I'-0" l'-0' 8" l'-0' '-0` - - - - - - T , �I I in rAll - APPLIANCES SHIPdI BE iNSTAIlED 25c U. e� 4'HIDE JOIST SEAT. \o f— TYP.BEAM POCKET WRAP OF I I I - - - IDE FRESH AIR WITH THE GLEARMNGES FROM c�T t TA.SEAT H EY=(-)I'-I�' I o� GDR W/ALUMINUM AT POCKET I s INT TO MEGH Er2111P UNPROTECTED COMR6TIBLE I PROVIDE I/2'AIR SPACE ALL IDES I - - - CODE O TTP.BEAM POCKET WRAP E05 ( r 1 I MATERIALS AS INDICATTED ON THE APPLIANCE LABS AND IN THE _ _ _ _ - OF GDR W/ALUMINUM AT I i POCKET OR PROVIDE In'AIR I I' -EDL �+ I ( I I I �- - - L_ - - - - -) — ALL HOT HATER ea MANUFAG1URLi NSTALIATION Y i I I m I Fpl - - f— w NSTTd)CT1 4 4 4 SPADE ALL SIDES 1 ° i it L 1 1'IPI !DUCT5 TO BE W lo• H'4• 4 r - - 16'-e" 13'-0' I ( ° a'6• I I Io• DASHED LINE INDICATES 1 It. I1 \ / 1 INSULA As PER LOCAL FIRST FLOOR WALLS ABOVE 4 I I 3'-l0` 6'9' r I app HT1 Q L 4 2,WITH DAMPROOFI ON J FDI r 1 I I- -r -_- 10" 13'-0' I J 9'6' I / \r l Il'-4' 4 r I m I 10'-�' o" m I�- y V II I>ROYnL7E I A FDI 24k 12'PL.FooTIN6 �t4 T L I ( ° I N N 2x12 FLOOR JOISTS 2x12 FLObR J015:lil1 / I\ I J acl2 FLOOR JOISTS PoI 2x I FLOOR I ISIS ❑ INTAKE TO KOH IP 2x12 FLOOR JOISTS I I I ' a<I2 FLOOR J015Ts 1 I �/ o Ib oL. - e I6 oG - o oL. ( I •VOL.Hu PER CODE 4 0 12'OL. I ( o I6'OL. I 2x1 FLOOR JOIS / r - - _ O ALL E*05fp HOT �' (8 I I I I II I I l�Ib'OL. 1 (2)3j"Alk LVL FLUSH 6OR I PIPING d DUGT5 T I I I '"DIA STEEL COLUMN I \ ( I \ L J (2)31j"XII L FLUSH GDR 4 1 1 I INSULATED PER AL ON 3ok 30k 12 »P PG I \ - - i MOM BEARINS WALL ABOVE _ I1NC113{BEARING ABOvE__ xJ L J �I Ff6 NMN) I— — \� l0 13'-7" Q'-5" – 15'-8" L -I� J �� D" U 10' I III'-10' I IS'-8' 14'-0' 9'-0' r 10' 2'-0' - r 1 TYPICAL BASEMENT SLAB L J , PROVIDE O ?c (D ° � �II •4'PL.SLAB MML 2500 P51 CCW) I oIa341Ns FOR ✓ o I , ON�30'x`3ok 12''VP PG 4'WIDE JOIST O'PL.FOUNDATION I I I 1 II TH DAMPROOFI ON 2 L - J •D06 HL POLYE7FM13E VAPOR DASH�L��1Fy 1�IGATES L J FDICHASE \ \ fl r �, 1 L J FT6 NMN) gtyA(-)I1j. I I Q JJ" I I FIRSFLOORwAL�s \Z ABOVE _ 10'PL. ��qN6�-T I •4'GOHPACT D 6LAVEL BA5E I T - - - - J L - C - - -I- 7- -1 J O C/) "�' =O J MIFORM Y GRADED STONE W/A ,T - - - - - - - - - - 4•WIDE JOISTT ABOVE TYPICAL BASEMENT SLAB I I® �° rn A - - - _ _ SEAT.TA.SEAT J 4 . 8I- H KAX SIZE Nk 2500 P51 cOw U cgi I I GOHPALT T ADCN5" \ I / 2'-0' O� 4'-8% <3.EV=()I'-I}' 14'6" 4 3'-4" 4` 6'-I' •006 M�POLYEfFflH�VAPOR i , — - 6- -4 -= bb W T I I 4 UNFINISHED BASEMENT <^ 3_8 ?� cD 4 i dJ . � -T 1 ( 51 1 'LVL FLL15H 60 4'COMPACTED 6RAVI%BASE (D •8'd CEILM6 HT. j -1 I 1F- -I L J I ° _ •(R-13)aDSED Cal SPRAY FOAM \ in �> I I fl 'a� Tv 11 (?)2x FLUSH GDR MqK OFOR51F A66RE6ATe OFX'A 3 I - Q J M L ALONG M51OE FAGS OF THD. I� � i� M I R n COhPACT TO 45%DBJ511Y) ol� - J \ 1 \ / U r� \ WALLS Ful Hr OR DRAPED BI.AHiO:T - - 2)2X12 VL 6DR -I L 4'WIDE J015T� - DE�Lom I - a� ( 0 Ib' = �- - ° • - r 1 INSULATION Ewo�,ED Nor wnTez PIPING � r- SEAT.TO SEAT c+L45E FOR OVE1 ry - - UNFINISHED BASEMENT - - - - -_ ANDIOR HEMN6 DUCTS r0 BE710'-4• \ / I I I'-0" =l)1'-I 10" ND - - - - - - - - I / \ L - - / \ L • m b'-0'GEILINS HT. - - - - - - - - I IN uATED AS PER KYA GORE. - - - - - - - - J - _ FOAM / 1 4 4' 2x12 FLOOR ISTS f ( (r�1 r -I 1' - - - g ML ALM INSIDE FACES OF L I J 5'1T' - o b I- I L-.1J 4 I 8'PL.FOUNDATION WALL O.H.E LEV._ - - WADS FAL Hr OR DRAPED Bl�u+cer �+ 112 FLOOR JOISTS � Wllli DAhPROOFIN6 ON O-0' - a D - 2x4 STUDS WI 10 I I e f6 OL. I 16'x 8'OP PL.FOOTING x- 2x4 PyT�5 .All ExHi25ED Nor wATt3z PLr'IHL6 ? l/ WITH 3/e (R-3) ANVACR IEATINs MTS TO BE r 1 PT SILL PLA 11 \ I I 4 Q e" 2'-0' 4'-2' 14'-8' 8' - 13ATTS AND SI INSULATED AS PER ars.CODE FDI 4 %'(R-13)BA o o ( .0 L u AND SILLS o 16 �r - _ - - _ - - - - - - - - • HD 115 GC>Rt�R W/ 4'-0' 2x12 PJ 2 F O G'TYPJ 11`1 1111 I LE65 6 MIDPOINT OF 2x12 FLOOR JOISTS TAYI EiEV.= I L J - - - - LL I FOUNDATION d 1'-6" = 49-`� 2x12 JOISTS I FLOOR JOISTS 4 4'WIDE JOIST r `IPL.FOIINDA ON I 0-0' 4 8'PL.FOUNDATION WALL FROM TOP d OM. Ib'OL. I 1 e OL. UI'12R 5'• its 4" 8'-I' I'-4' 'n II'-10' 0" LTi - ti OD SEAT.TA.SEAT I � WALL LTH . ` 2"PT.FURRING STRIP5 FDI WITH DAMPROOFIN6 ON •4'PL. MM P51 CONGJ 1 2'PT. . URRIN ZOFOAM Q 6 STRIPS I ,y / Q N N ti N ao DAhPRDOF1 ON ,�p0 P I u WITH 2'STYROFOAM I6 x 8 DP PL.FOOTING I HT 6 ,IOAO WW14 I 3'-8` G' S'-0' u, I I 0 cV co ao tV FJJv=(-)I-Ilj' L J 24k 'PL. 5D® '7' `�' `^ N m •TAW! TO DENSITY INSUL.(R=10)"' - 10' 11'-4" 4 R46 �lr 4' O. 1 q• 3 2' 8• IW%L.(R=IO) 20'-10' i 8' I 1 4 I I in 4 WIDE J015T Y 4 \ ` .SEAT r .LJ4 I' ( cv VNEXAVATED GARAGE 51ABTYPIGAL I — - - - -1 NEVA(-)Itj' \ 1 #5 CORNER KEBABS W/ 41-01 I 1 s •4'PL.SLAB MIK 350.2 PSI COHGJ - - - LEGS 0 MIDPOINT OF . 5 RERFORGED NRH 6x6,IOAo WYEM Q , --L�_ 2x12 FLOOR JOISTS iv 4 HID FOUNDATION WALL d I'-6 5 1 •TAMP!FILL To 95%DBE5RY �_ I 2'x a Q TYPICAL PORCH B \ `t 2x12 FLOOR JOISTS g N Q 4 FROM TOP t BOTTTOM. FDI •SLOPE GARAGE SLAB DOHd12' ��SEAT IT-0' 4'PL.51J�8 MML 3500 1 3'-10' 5'-6' 3'-10' 10' •I b OL. % 2k 10'_ I I 4 TOWARDS GARAGE DOOR 8' • .A@ AI I'-0' • 6 OL. Al�i HD T - - - - - - - - T1714 T I 2Xb FLUSH WITH TOP I I P P51 CONCJ REIHFORGH7 2X6 FLUSH u� NTH bxb,IOAO HWM. Q _ WITH TOP OF TAMP!FILL ro�% L �� FDI it r I OF FJ 0 12'OG. g o I I • 20'-I D" ( "FJ O 12'oG. • DBLSItt '7- 20'-10" 7 o - - bi P TYPICAL PORCH SLAB 8" b'-0` r 8' 6'-0" 8' S'-0' I 8' it L -1 = r HD O O O O O O • �? UNEXCAVATED TYPICAL `_' m �n to cO in 4'PL.SLAB MIK 3500 P51 GONG) I I = 5 5 5 5 5 REM Ll1i Hn bxb,LOAD HWM. in • • W W W W W W F,ARASF_51 AR _ •TMP!flLL TO 95%DI3GItt I'b` I'6' 0 1 •4'PL.SLAB(MIK 3500 P51 coNGJ I I A O �p WIMIMIIXIW N REMPORCW WTH bxb,ICAO WWM I 8' I •TAMP 4 FILL TO 45%M61TY I I r J m 6 4'WIDE JOIST O m ENERGY p - - - •SLOPE 6ARI6E SLAB DOYN 2' 1.ENERGY CODE STANDARD:PRESCRIPTIVE PATH AND ALL SECTIONS OF ENERGY CODE AS - o I TOWARD56ARASE DOOR I L : ABAB FDI SEA A.5FAT m N EY APPLY TO ENERGY CODE ARE BEING ONED 2.ALL CON N WITH THE 2015 INTERNATIONAL ENERGY I ( ABAB � CONSERVATION CONSTRUCTION CODE THE AUTHORITY HAVING JURISDICTION SHALL BE 6 G I TOP OF WALL G 3 FDI - r 04 PERMITTED TO DETERMINE AN EN90 EFFICIENCY PROGRAM TO EXCEED THE ENERGY FDI A$ I ON=-1'-2' ( A-6 4 EFFICIENCY REQUIRED BY THIS CODE FDI 4 3.A PERLIMNENT CERTIFICATE SHALL BE COMPLETED BY THE BUILDER AND POSTED ON A I- - - WALL N THE SPACE WHERE THE FURNACE IS LOCATED. CERTIFICATE SHALL COMPLY WITH IRC N1101.14. as 4.ATTIC OR CRAWL SPACE ACCESS SHALL BE WEATHERSTRIPPED AND INSULATED TO LEVEL 3 3 Z FRONT WALL o EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACIS GARAGE FDI FDI W LIMB=OF FRONT GARAGE WALL a UNIT 118 5.INSTALLATION-THE COMPONENTS OF THE BUILDING THERMAL INVIlOPE SHALL.BE 2'-2' 4'-b" 4'-6' 2'-2' 2'-2' 8'-0'HA. V-10' 8'-0'MA. 2'-2" I'-i' &-O'HA. I'-5' I'-b' V-O'MA. 1'8' INSTALLED N ACCORDANCE WITH THE CRITERIA LISTED IN TABLE 402.4.1.1 WHERE O m REQUIRED BY CODE OFFICIAL,AN APPROVED THIRD PARTY SHAIJ.INSPECT ALL W W COMPONENTS AND VERIFY COMPLIANCE II'-0" II'-2' 3'-10" T-2' 3'-10' O Y 6.TESLIMIO-BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED HAVING LESS WJ U Ljj THAN OR EQUAL TO 3 ACH50 IN CZ4A,5,6A TESTING SHALL BE CONDUCTED BY AN 13'-0' 14'-0' S'-0' 22'-2" Z2'-2' IT'-2" 14'-10' APPROVED THIRD PARTY. [J U O 7.DUCTS-SUPPLY AND RETURN DUCTS N ATTICS SHALL BE INSULATED TO A MINIMUM 54'-2' 12'-0"BREEZEWAY 54'-2' z OF R-8 AT S OR GREATER IN DIAMETER AND R-6 AT DUCTS LESS THAN 3'IN 4 DIAMETER. 6A DUCTS SEALING-DUCTS,AIR HANDLERS AND FALTER BOXES:AEU BE SEAMED. 120'4"OVERALL W YY 8.DUCTS TESTING-DUCTS SHALL BE PRESSURE TESTED TO DETIRTMINE AIR LEAKAGE BY AN APPROVED THIRD PARTY. 9.BUILDING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS. - A I G A ❑ A-6 A-6 AI.I AI-6 AI-6 IOXECHANICAL SYSTEM PIPING INSULATION CARRYING FLUIDS>105F DEGREES OR <55F DEGREES SWAN.BE NSULATED O W WITH R-3 MINIMUM. H- 11. MECHANICAL VENTILATION SHALL MEET THE REQUIREMENTS OF THE IRC/MC Z ED m 12EQUIPMENT SIZING-PER ACCA MANUAL S.BASED ON LOAD CIUULATED PER ACCA W Q MANUAL.J AS MINIMUM BY A THIRD PARTY HERS RATER. UNIT 118 UNIT 117 Z D _---- HIGH-EFFICIENCY � U 13LGHTING-A MINIMUM OF 75%OF PERMANENTLY INSTALLED FlKTURES MUST HAVE _ _ HIGH-EFFICIENCY LAMPS. (n 14.AIL HVAC,PLUMBING AND ELECTRICAL SYSTEMS SHALL MEET THE IRC CHAPTER 11 W �s R�� Q�� ENERGY'EFFICIENCY,INTERNATIONAL MECHANICAL CODE,AND INTERNATIONAL ENERGY CONSERVATION CODE R SKI BE THE RESPONSIBILITY'OF THE GENERAL CONTRACTOR MODEL A (LAUREL) MODEL Al - 15 (HOLLY) TO SUBMIT N DETAIL THE DESIGN,CALCULATIONS,DRAWINGS,WRITTEN STATEMENTS OF C2��, cy�Gti� Ca THE MECHANICAL,AIR CONDITIONING,VENTILATION,HEATING SYSTEMS(NEIN,EXISTING OR tiu: )` �UPGRADED)STAMPED BY'A PROFESSIONAL.ENGINEER IF REQUIRID BY THE DOM OR �BUIL�IG DEPARTMENT. FOUNDATION PLAN FOUNDATION PLAN � Q� r�'k.. � 15.ADDMONS,ALTERATIONS OR RENOVATIONS:SHALL COMPLY WITH IEOC 2015. UNALTERED PORTIONS OF THE EXISTING BUILDING 5 NOT REQUIRED TO COMPLY WITH 3/16"=1'-Q" r� , 3/16 =1 -0' U THIS CODE 16.MINMUM ONE PROGRAMMABLE THERMOSTAT SHALL BE PROVIDED FOR EACH SEPARATE HEATING AND COOLING SYSTEM N ACCORDANCE WITH SECTION N1103 \\\ ` ?f 0��/ SFP ❑ '` VV`( CONTROL SYSTEMS. (TALL EXTERIOR WALL/FLOOR/CEILING JOISTS SHALL BE AIR SFiUJD AND INSULATED IN ACCORDANCE WITH TABLE R402.4.1.1. APPLY A FRESH BEAD OF CAULK TO THE TOP JOB NUMBER AND EIOITON PLATE IMMEDIATELY PRIOR TO INSTALLING INTERIOR GYPSUM WALL BOARD, w 2016023 AB RENO TES: M'k M"311N 'J TO BE PRovloa�BY Ht3E5 RATBL GENERAL CONSTRUCTION V AND SUBGPOTRAGTORS TO REVIEW UNITS 117 (MODEL A1 - 15 ) DUET CLUSTER SHEET NUMBER HD= HOLO Dowty THESE CONSTRUCTION DOCUMENTS UPON RECEIPT FROM Q $'DIA ANCHOR BOLT U5ED AS HOLD DOM NOTE-HVAC MMALTOR�, MULTIPLE LVL C71RDER GONNEGTION5: SLE DETAIL'Dnl'SMUT CH •COMPLY HVHANK'V FOR ALL MULTIPLE LVL 61RDER5,LAG BOLT ARCHITECT AND REPORT ANY AND ALL DISCREPANCIES HD DENOTES: •Mgr SIZMe 6UDIi a WITH HEAT 4 C OUND 15211RIEW ME 51w1 WT EXTEM LWATON INCLUDING ANY DIMENSIONAL_CONFLICTS IMMEDIATELY TO a •H4ANV�L 5'AND HIANYL,Y CdhPl.lAtY.E CE3t7HFICATE 51ilV.L BE SUEMTTED E'ffOF�CJ0155.®. A�SBpl7�j a TOGETHER W/ I/2" BOLTS® 2'-0" O.G.,2" MIN, ARGHITC-GT FOR CORRECTIVE MEASURES PRIOR TO � 118 (MODEL A FOUNDATION PLANSEE DETSON HDU HOLD DO VI hV(14)#•SDs sctR FROM TOP d BOTTOM I MIN.4" FROM ENDS CONSTRUCTION.Do NOT SCALE DRAWIN65.DIMEN51ON5 SHALL ) 51 DETAIL'w'/5HI3 T 171 KAM•J HVAC LOAD Mr LATIONS PROVIDED BY HfR5 RATER GARAGE 51MP50N � BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. V5 A 2 W COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED F- B A G A Z Ali A 6 AI 6 AI 6 w E 52'-2' Ib'O' 52'-2' 0 1� d q.-6. 14'-8' 9'6' 12'-4" 0 T 6 0 16- 6'-6' T'4• T-4' 4�. 5,-0. AI.I T-4. 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DI m 5 'x 14'LVL HDR 0 DI 17 7 a II'-0'SOFFIT Q I DI DI r i' -12� f- - I 2'X b•10)n - - - b" HD J COVERED PORCH " I DI Iq r- - -� 4 F 1 + p 2016 TR 0 0 D 70 BE TO UPF Ir 4• (2)2816 TR .r r -1r- 1 F DI I- J I 10'-O'GEIL I 2'-0' I PROVID ( b TI2 10 q'-0'Hm Hf " -• -- - J � Q �- - - - �� - - - - 2x10' oI 12' STEP cEILNs 'X 14 WL HDR 0 q'-6'HD HT o 2050 DH 2x10'H16 H G.J.0 I6'OL. CO mmn)S RUOr `( J (2J 2850 DH Z Fj� .EA SIDE of Ib'SL-6060 Fw6 Ib'SL .� F �, WIG ® wNDo 4 2x8'G J 0 VOL. b' T'6' T'b' `r 5Y4k 14"LVL HDR L _° J HD - 6" 13' ' 6` 9'-0'II'-0'CEILING (2)2'X12'FLU5H 61FOM ISI0 q 28, II ID NINE z'X1rSB s Ib OG (3)2X8 o r I uROp q (2)ZXIO F F 2'0'_I 2'xIO' SH G..L a I6.OL. 2'0• J O _ _ _ SECM -0" .: L- 0285o DH 4 2'-0' WG 0 m 4 15 - - +L o- TT 0)2x12 FLUSH 6DR L - --Iil'-0'GEILIN6S EF N I I i= 12'-0'STEP CEILING 10'-0'GEIL(- - - - - LMA5TER BEDROOM - MA5TE _ 2'-la I P4O52T3 " sem• 2'0. ZI I '^ 10 10 (4)2x6 5 Y'x 14'LVL GIRDER o o I I Q W 2016 TR c)L_ b" 12 0, POST 0 ENDS I 13'-8 2'-0" 13'-8• tD b' 9'0• IO J W 2040 DH 2' • I0 41-61 �` BATHROOM 3Gx PRE-FAB I L 2' 12' 61r� ry ❑ \J cnI LIVING AREA r TTI I 12'-0'STEP CEILN6 I 11'-0• ILI ) I P05T ABOVE > 2'XI0'FLUSH 61 FIREPLACE I I w D1 WE FOR EXTERIOR Wa i 7. IN MASTER BEDROOM o N AS R I 2016 TR ' T R 2'x b'EXT.WALLS R I I Si, A 00 a? r -I I I ado JOISTS 0 O RAISED HEARTH 11 I (2),2' 12� GIRDER 6' 2'-0' 3'-6' 3'-0' I TO BE FRMED TO LIPPER ILM6 I I '�. ti ® TEMP 6L 2G`�O 6' I l'4" 5'-0' I 1'-4' vooR .r u? I -I I II-' `~ II_-0y' VAUL PROVIDE(3)s'x 6' � I I PLATFORM + L J L- - - 2' J GONTIN101!<R u Hr sws 301b TR CEILING CEILIN6 .EA SIDE OF ALL DOORS I I I I % x iY Q I 2x10 JO1ST5 016, N TEMPERED 6LA5S PTN I I tD ,0 q� HO HT wHDOW cremse 2•x10'HIGH G J.0 I6'OL. Gam• p 2)25c10'EDF! INT BR6 PRTN ON TUB PLATFORM _ I I I '-0'S CEILING I 3036 �� _ _ = LIVING AREA I I I KI GHENyc PRE-FAB FIREPLACE I `� (z)2X10 FJ I O - I 6' I 9'-0'SOFFIT 6 3)j'Xq)j"LVL I -i I n�1 ?� L�J w 3016 TR r - ,o I� ® 4' 6'-10" �v 2'e" 6' P 4 4" I I I F- I - TEMP a DR5 5D iq 5'-8' 4' 7'-10" 5-0 3'-8' F BOX BM IS'-4' 0 q'342 PH I -I o I I RA15M HEARTH 25cIO•FI iKu S I I m Q 'IIN. pl Q m I w 11 q'-0'SOFFIT IL I I I� 4 I IO'-0'CEIII sD® SO Lo (2)1j"X q)j' I I I cn ' 2'X8'GJ. Ib•OL. VAULTI3)CEILING o 9s HD 4 1^IIGL VL 6IRD13L vAtA TH2 CEILING (4)2X4 2' _• RDER L I• - - - m �° I I l0'-0' INS 2X4 IOST a�ANTILEVER GREAT ROOM P05T L - - ry g - J m m ,. GREAT ROOM ® Q 4 II'O'GEU IN6 I " 12 T g I KITCHEN $I 6' 12'-4' m I u' 15'4" a 3'-8' 0 I6'OL.10 4' Q 4. 2'4" 6Fb, 4. '_1 m 6+ Y Q 2'-0" 4' b' -0' 6�. I 6' D T,3, L ASN I (3)I X q)j'FLUSH ❑ g' 'O w 10-0'CEILING I CEILNS 4 - - Vl GIRDER 0 0 v I 5D M2X (4)2kb WIG JOISTS 0 6 OL. OPED GEIL �+ �' LA DN WR �)IFL"CALA1. P T �" �TORA6E I DN 14R STAIR �OSTAIR vit 0 16'OG. ;,9-0'SOFFIT G IN6r 1(3)I x II LVL Ory '1 vtab OPT. DINING AREA q'-0'Flu I STRONE-TIE _ , Io, M NOTE•s•: I I � BAITER 111ft 2 HANGER (� x • 6"R41 BATTS - DINING AREA0 411-6, r -I (4)2x4' NOTE'S': �, q oCEILING Iq LINE OFNOTE•V': EFL J P05T 0 ENDS rn 4. 4, 6" 2x12 W�GLZE Y FLOOR v 2016 TR I- (4) I LINE OF SECOND 4 Q ABOVE 2868 INSUL DR- r -I a q'-0'HD HT (/) _ 2x8'G.10 Ib'O.C. POST I ABOVEF- V o ( P. NG. ) p 45 MIN FIRE 2050 DH RATED W SELF 15'-4" M4' 3'6 [4- 8'-2' Z CLOSING"GE UP IR o Z'X12'GJ. L J W b 5'-6' 4' 1'-6' 6" 7'-8' 4• 11'-0'CEILN6 Q _ Z) 'XID' 61 0 16,O.C. DEN ✓ LINE OF I 2668 IN5UL OR- (4)216 q1(4) - U SECOND 4s MIN FIRE Posr 2'x6' TH GAR 6ARA6E 14R UP FOYER Gnl UP 12R FLOOR I RATED W/SELF OST •4'PL. LAB(MIN 3`x00 P51 ca+cJ UP FOYER O 7 pl ABOVE CLOSING DEVICE I 10• ARE HB16 RE WITH 6x6,10/10 WWM. 3R Gnl m 0 6' 12'-0' 4' 13'-10' I' 3'-8' 6' 5'-5' I( 10'-8' I 5'-5' 4" p •46 2 ry SLOPE "Y ' 5W T GAP BASE OR �,TrPE x,6M M ON GARAGE.r 12'-0'HIGH Y GEILM6 ZOI6 7R 50 3R v 4 cQi EXU - O Wk-ALS t LINO fl (2)2Xb p 5 II T/8-L 'v 0 41'-6'HD HT r FWH OPT. 5 k I I V8 6' I I 4" BE W IT KIT BED OM #2 2050 1 2 2x6 6'R-21 I I I rrrE &yp ED ON IWAALLLSS To 6ARAa 103080 EXT N5UL OR W o 2016 I I TR 0 o BATT5 I I II A3 ry 4' 21'b' 4' ( fl'21DECf6R1'S B 6" 2'-0' 4' II'6" 6" 0 q'-0'Hm HT B " (3)2'.10'60R - - " - I I I P DH e o -0.�� 2050 DH AI-0 ��� `"IIISEAT p I I - _ i� (3)13/4x18'DROPPED LVL o _ 0 T' HD Hf COVERED 0 T'-0' C L J I' I I ) O R PORCH r- -�r- -I a COVE PORCH 4 I I TWO GAR GARAGE � e a I I (5) 4 (4)2xb P05T 0 EHO5 (3)2'X O'HDR I ^ 1 4'PL.SLAB IMIK 3500 P51 I I: POST 0 - - - - HD r' ti 14'-0' I 2'9' 4' 2x6 GJ I I CMJ FEWORC.ED WITH 6x6, Dnl - - till - - P 2'X HDR 4 N ry ti N ad I I i I 2030 DH 0�p G� I �nSLOPE GARAGE 51J9 DC4N I I0 KkLK OL. D) •- 10'SQUARE t6 DERMA - (3 2X8 P.T.61RDER TOP 011-6'HD HT N m II 7 TOWARD"'GARALE DOOR I m m C) N M ao cV 14 0 v 8070 OH OR n 10 5QUARE HBd6 PERMA G T CAST =46382 W _ - 127�T (rEFPERED) - ( yj'TYPE'x•GYP BD ON =, _ Q SaARE FLA GAP 4 BASE(OR - - - - - - - - - I GARAGE KALI-5 4 CELNO il i 8010 OH DR L"046382 W/SQUARE (1 10 rR "EQIAL)- COLUMN TO 3080 EXT I DR W I oP ML H16 SPARGE OohMOFI4 (3)13/4x 9 V2'LVL F T GAP 4 BASE OR EQUAI -0HBE PROM VY SPLIT KIT (2)Ib" DEL16HT5 �S TO OAR� )13/4'x 9 VZ'LVL HDR Dnl 19 OVIDED W/SPLIT KIT Q CORNER Ca I W TO BE L6x6 P.T.POST NTH 51HP50N C ( ilbMOOHPR G Dnl D/21 W(3)2810 TR BG52� �POST CAP ANCHOR ADM POS�! " 19 I A 6LINE OF FRONTq, DH (Trn-ALL COLUMNS) I bmo off OR a 1 GARAGE WALL I e _ e 0 UNIT IIb I z z z z z z HD HD O O O O O O FRONT HALL 0 5'-0' - 5'-0" DDI GONTI (3)1 /4k 14'LVl FDR DD 1'-T' 8'-o"RO. 1'-5' 1'-6- 8'-0'RO. 1'-8' 2'-4" 6'-4" 6'-4' 2'-4' 3'-7' 3'-T' co V) 5 co co I'6' I'6' T'-0" l'-0' 5'-0' 2'-2" 8'-0'RO. I'-10' 8'-0'R.O. 2'-2' II'-0' 11'-2' 3'-10" T-2' 3'-10' DESIGN N®v U356 W w- 101-01 � � 1 WALL RATING-1 HR. w'-0' 22'-2' AI.I 22'-2" n'-2' 14'-l0• FINISH RATING-23 MIN. N Lo 0 N 12'-0'BREEZEWAY 54'-2' Q I HOUR RATED EXTERIOR B A BEARI":G WALL I c q .._ __ .... -- ... . . --...•-::•: ..... ... - -- F- A-6 A-6 A55EMBLY- 5EE DETAIL: e AI-6 AI 6 ? r ti 7i O CL FIRE SIDE m UNIT 118 UNIT 117 HORIZONTAL SECTION o O Z O v o MODEL A (LAUREL) MODEL A 1 - 15 (HOLLY) � 4 L H=STUD$-NOM 2 BY 4 IN.SPACED I6 IN.OG NTH TWO Z BY 4 IN.TOP AND ONE 2 BY 4 IN.BOTTOM PLATES.5TUD5 W I: LATERALLY-BRACED BY WOOD STRUCTURAL PANEL SHEATHIN5 ATB15).WHEN MINERAL AND FIBER BOARD54(ITEM 5A)ARE v CONSIDERED A5 BRACING FOR THE STUDS,THE LOAD 15 RESTRICTED TO Tb%OF ALLOWABLE AXIAL LOAD.WALLS EFFECTIVELY FIRE FIRST FLOOR PLAN FIRST FLOOR PLAN STOPPED AT TOP AND BOTTOM OF WALL- ❑ 2 OA-3M BOAW4-ANY CLASSIFIED 5/8 IN.THICK,4 FT WIDE,APPLIED VERTICALLY AND NAILED TO 57WS AND BEARING PLATES 1 /1 IN.Or,WITH 6D GEMENT-OATM NAILS,17/8 IN.LONG NTH 1/4 IN.DIAM HEAD. V J 3/16"=1'-0" LIVING AREA= 1,62a 50. FT. 3/16"=1'-0" LIVING AREA= 1,670 50. FT. NTJ0M RV H JOINT� -(NOT sHloNa)-WN LBOARD JOINTS COVERED WITH TAPE AND JOINT GOMPOUIm.NAIL WADS COVERED J � � IIES GARAGE AREA= 442 50. FT. GARAGE AREA= 486 50. FT. BBETWEENi TW5 TES.MTI MINERAL FIBER INRLAATIONFro��A�A3-5/8 ND/of HAVE A MIN M6ITYOFO3 PGF.�F15M INSULATION TO BE FACED NTH AUHINIM FOIL OR KRAFT PAPER AND TO HAVE A MIN DENSITY OF CIA PGF(MIN R-13 THERMAL (9 COVERED PORGH AREA= 281 50. FT. GOVERED PORGH AREA= 54a 50. FT. :WLLATION RATING). z 5.PIOGD STRUCTIM PMH SH EAVII9-MIN 1/16 IN.TRIM 4 FT NDE WOOD STRUGTi1RPJ_PANELS,MIN 6RADE Y.-0'OR'SFEATHM6'. Uu INSTALLED NTH LO>r16 DIMENSION OF SHEET(STRENGTH AXIS)OR FAGS GRAIN OF PLYWOOD PARALLEL NTH OR PERPENDIGUAR TO Z Q 5TUD5.VERTICAL JOINT5 CENTERED ON 5TUD5.HORIZONTAL JOINTS BACKED NTH NOM 2 BY 4 IN.WOOD BLOGKIN6.ATTACHED TO (' C] co STUDS ON EXTERIOR SIDE OF WALL NTH 60 CEMENT COATED BOX NAILS SPACED b IK Or.AT PERIMETER OF PANELS AND 12 W.Or, ............ ..... . ................................ ALONG INTERIOR 5TU75. W .. b.E nOWR FAUN-INSTALLED IN ACCORDANCE NTH THE MARPAC7URER5 INSTALLATION INSTRUCTIONS.ONE OF THE FOLLOWING EXTERIOR FAC N%Is TO BE APPLIED OVER THE 5HEATHIHI6 ��\ G.WOOD STRUCTURAL PANEL OR LAP SIDING-APA RATED SIDING,EXTERIOR,PLYWOOD,OSB OR COMPOSITE PANELS WITH VENEER l�,G ,�3ER C r" 2015 IRG-R312.2.1 Y 6ROOVED AND LAP 5101%. Q ti IN DWELLING UNITS,WHERE THE TOP OF THE SILL OF AN OPERABLE WINDOW OPENING IS FACES AND STRUGTU &WOOD CORE,PER P5 I OR APA STANDARD PRP-b8,INCLUDING TEXTURED,ROUGH SANT,MEDIUM DENSITY LOCATED LESS THAN 24-ABOVE THE FINISHED FLOOR AND 6REATET2 THAN 12'ABOVE THE FINISHED GRADE OR OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING,THE NOTE: WOOD SPECIFIED IN UL�RATED DE516t�'i ARE MINIA'UM SIZES.L/kR6L-�2 DINEIJSIDNN_ OPERABLE WINDOW SHALL COMPLY WITH ONE OF THE FOLlOWI%. w •OPENING THAT HILL NOT ALLOW A 4 INCH DIAMETER SPHERE TO PASS THROUGH THE OPENING IN ITS LARGEST OPENED POSITION. NOTE: X356 I GOM'I.IANGE WITH fiIREZE5I5TIVE�RATIN65-AN51M.263 A5 P�'R302 ~ N . MULTIPLE LVL GIRDER GONNEGTIO 5 NOTE y: +FW 1 PREVENTION DEVICES THAT COMPLY WITH ASTM F 2090 }1 FOR ALL MULTIPLE LVL 61RDER5,LAG BOLT •ALL DRYERS To BE VENTED ME WINDOW OFEMN6 CONTROL DEVICE AFTER OPERATION TO RELEASE THE CONTROL 7�� ❑ T06ETHER W/ 1/2' BOLT5® 2'-O' O.G.,2" MIN, TO ansux AIR PER CODE DEVICE ALLON8H16 THE WINDOW TO FULLY OPEN 51W1 NOT REDUCE THE HEr CLEAR ONE HOUR RATED EXTERIOR 1 ..... :'�/� o - FROM TOP I BOTTOM, 4 MIN. 4" FROM EN05 PROVIDED NTTH DRAIN PANS O 13E °��'�`°F THE NNvow uwT ro LEss THAN s►sauARE FEES. WALL RESISTIVE ASSEMBLY JOE NUMBED A- 3- w2016023 GENERAL GONTRAGTORS AND SUBCONTRACTORS TO 2015 IEGG SECTION R 403.3: 2015 IRC-624278(5036) NOTE: VENTIN6 SYSTEM TERMINATION LOCATION: EF ' T FAN, REVIEW THE5E GON5TR)GTION DOCUMENTS UPON RECEIPT -SUPPLY AND RETURN DUCTS IN ATTICS SHAM BE INSULATED TO A MIN R-8 2015 IEGG SECTION R 402.4.12: '-^ � SHEET NUMBER PROVIDE SPRAY NOTE: �� ` HD= HOLD DOM 5o GfM INTERMITTENT OR AND DUGT5 OUTSIDE THE THERMAL ENVELOP 5HOULD BE MIN.R-6. AN APPROVED HER5 RATER TO ��ANAL OFA DIRECT VERT APPLIANCE WITH TE AT DUET CLUS I ER = FOAM INSULATION IN STAIR MANUFACTURER TO DE-516N STAIRS TO N 20 GFM GowTINuaS FROM ARCHITECT AND REPORT ANY AND ALL O,r l,O, , PER HOUR INTO OR LESS, &,N BE LOCATED AT LEAST UNITS 117 (MODEL A 1 15 ) ALL WINDOW5 5HALL BE DISCREPANGIE5 INCLUDING ANY DIMENSIONAL CONFLICTS, -SEALING 15 MANDATORY FOR DUCTS,AIR HANDLERS,AND FILTER BOXES. PERFORM AIR INFILTRATION,DUCT 6'FROM ANY AIR OPENING INTO A BInLDING,AND 51u+H AN APPLIAFL'E WITH D. 6ARAC5E CEILING® MEET ALL APPLICABLE GODE5 AND TO -JOINT5,5EAM5,AND CONNECTIONS SHALL COMPLY WITH SECTION M-1601.4 LEAKA6E,AND COMBUSTION SAFETY AN IFPUT OVER 10,000 BTU PER HaR Bur NOT OVER 50,000 BN PER ANDERSEN 200 SERIES IMMEDIATELY TO ARCHITECT FOR CORRECTIVE HIOUR SHALL BE IN5TAI 1�NTH A q INCH VENT TERMINATION CLEARANCE, z rl LOCATION OF REPORT ANY DISC--- ' 'SAND GONFLIGTS CO2 OF THE 2015 IRC. TESTING AND PROVIDE 5 V ITTEN NO AN�I,�E WITH A11f��5D>�BTU PER HOR�HAVE 118 (MODEL A FIRST FLOOR PLAN ® CARBON MONOXIDE MEASURES PRIOR TO GONSTRUGTION.DO NOT SCALE BEDROOM ABOVE TO THE ARCHITECT PRIOR TO STAIR FABRICATION. DETECTOR DRAWINGS.DIMEN51ON5 SHALL BE CALCULATED AND -DUCTS SHALL BE PRESSURED TESTED TO DETERMINE AIR LEAKAGE BY REPORT OF THE RESULTS AT LEAST A 12 INCH VENT TERMINATION CLPARMCE.THE BOTTOM OF THE �p SMOKE DETECTOR NEPER SCALED UNLESS OTHERWISE NOTED. BY THE(N TEST AND A WITTEN REPORT OF THE RES(LT5 SHALL IBE PARTY GONDUGTI%THE TESTI AND PROVIDED TO THE CODE51OFFFIICIIAL. ABOVE D VENT AND THE AIR INTAKE 51HALL BE LOCATED AT LEAST 12' ) w COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED Z W E ai 0 4--) 0 C) t5 z 0 B A G A ti.. 0 m A-6 A-b I AI-b AI-6 4—d =1 a) All C) Cl 52'-2* p C4 2>: co) U) z 0 L- Q-0) Wa ch2 m 12'-2' C�,281-21 Lo N c 4 o U " co E] co) cv) 1 III-01 PL.HT. I HOW RATED EXTERIOR BEARING WALL V SEE DETAIL: EAM11 z 0 F- 0 II'-0'PL HYT. z III-0,FL.HT. U) z rF--- E-- 0 11W PL HT ❑ - - - - - -OR (2)2'Xb' 0 AL16N FASCIAS IFF - - - - - - - q,--o-PL.HT. 0 LL Ln Cj 0 16 C 6. F- 0 rn 4- Qj� c) 'Jill -IF; 17- CH. BEDROOM#3 9LN p Jill 0 4- CH. 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