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Home My WebLink About46879-Z � S�FEOtr Town of Southold 12/5/2022 a y P.O.Box 1179 o _ 53095 Main Rd � r Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43655 Date: 12/5/2022 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 41 Harvest Pointe Ln Unit 107, Cutchogue SCTM#: 473889 Sec/Block/Lot: 102.1-2-51 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/15/2021 pursuant to which Building Permit No. 46879 dated 9/27/2021 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single-family dwelling with unfinished basement, covered porch, screened porch and attached garage as applied for. (Unit 4107) The certificate is issued to Rimor Development LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0161 9/8/2022 ELECTRICAL CERTIFICATE NO. 46879 11/17/2022 PLUMBERS CERTIFICATION DATED 11/12/2022 AllXKkP1fNContractcfilnc t 'ze ig ature o�SOFFo' t TOWN OF SOUTHOLD BUILDING DEPARTMENT x TOWN CLERK'S OFFICE o • �. SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 46879 Date: 9/27/2021 Permission is hereby granted to: Rimor Development LLC 1721-D North Ocean Ave Medford, NY 11763 To: construct single-family dwelling as applied for per SCHD & Planning approvals. (A-1 model) At premises located at: 41 Harvest Pointe Ln Unit 107, Cutchogue SCTM #473889 Sec/Block/Lot# 102.1-2-51 'Pursuant to application dated 9/15/2021 and approved by the Building Inspector. To expire on 3/29/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,133.20 CO-NEW DWELLING $50.00 Total: $2,183.20 Builds Ins ector pF SO!/l�ol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 sean.devlina-town.southold.ny.us Southold,NY 11971-0959 �yC0UN1`I,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Rimoe Development LLC Address: 41 Harvest Pointe Ln ' Unit 107 city:Cutchogue st: NY zip: 11935 Building Permit#: 46$79 Section: 102.1 Block: 2 Lot: 51 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 63 Ceiling Fixtures 40 Bath Exhaust Fan 3 Service 3 ph Hot Water Gas GFCI Recpt 6 Wall Fixtures 5 Smoke Detectors 4 Main Panel 150A A/C Condenser 1 Single Recpt Recessed Fixtures 41 Heat Detectors 1 Sub Panel A/C Blower 1 Range Recpt Gas Ceiling Fan Combo Smoke/CO 3 Transformer UC Lights 1 Q' Dryer Recpt Gas Emergency Fixtures Time Clocks Disconnect Switches $ 4'LED Exit Fixtures 11 Pump Other Equipment: Mini Fridge, Fridge, Oven, DW, Hood / Micro, 150A Panel 30Circuit/ 24Used Notes: New Two Story Inspector Signature: 1 Date: November 17, 2022 S.Devlin-Cert Electrical Compliance Form Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Southold,NY 11971-0959 � m �p� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. LI t 19 N*-L'" Iol) Owner: GY10 Lb) (.�-C (Please print Plumber: A SU-40 Iv— C (Please print) I certify that the solder used in the water supply system contains le than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this—1 0ZNotday of OJQXOI h, 20-- Notary ary Public, ---Caunty ;✓ublic,Slate Of Fgevlybik ' Rpq.F"o.OiF163e836. 011Gd 6*d in Suffolk County i Cornnassion E-Y+)i;vs S-/-3_17? OE SOUIU'!IT -1:�7 l D TOWN OF SOUTHOLD BUILDING DEPT. co631-765-1802 INSPECT ON [�-]j UNDATION 1ST ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: �D 4-u DATE 'y0?�2/ INSPECTOR O�aOf SOUTyo �� W V C(/7 ��•1 r� (�j� * TOWN OF SOUTHOLDBUILDING DEPT. `ycouNr+ 631-765=1-962 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] -FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION _-.ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: tA 1011 fS 11df C, n tt VGA)," cpv ot JA"h/ z DATE o INSPECTOR " of SOUIyO� VA * # TOWN OF SOUTHOLD BUILDING DEPT. coulumv, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] OUCH PLBG. [ ] FOUNDATION 2ND [ INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE.RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION . [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: (AAW 0 K-::tl-D DATE INSPECTOR OF SO TOWN OF SOUTHOLD BUILDING DEPT. coum, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ rSLATIOWCAULKING U FRAMING /STRAPPING [ NALS [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ .] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ PRE C/O [ ] RENTAL REMARKS: n, 9wri"v 40 c DATE I �Pl may'?/ INSPECTOR hO�aOE SO(/lyO� L{ & # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) [ ] CODE VIOLATION [/ ] PRE C/O [ ]' RENTAL REMARKS: 2 DATE Z INSPECTOR _„_ t .r TJ• � � � �tn""i W' + t ., o w� 4. po ze 4 �i SS y f �( '+ �" � :•1 y �' � � �Y `� STM�. { �`� 'ht, ,r�+k 41! A ;T r �r e 'b h rIt 1 • � . M�� ',.� ��.�,��t v► a �r#�-t ''�5k=fir` � ^�'1a-�sr Jam'`�i✓ iry A kt �_A - -' �i'W • • _ r F 04 t - �+ n •`c r ; i �,r MECHANICAL CORPORATION HEATING AND AIR CONDITIONING March 11, 2019 Michael J. Verity Town of Southhold Building Department Town Hall Annex Building 54375 Route 25 Southhold, NY 11971 Tel: (631) 765-1802 Fax: (631) 765-9502 Subject: Harvest Point Residential Units Dear Mr. Verity Please be advised that the basements of all the residential units at the above referenced project have been included in our Manual J load calculations. Best regards, Louis DeSantis President 20 Feldland Street, Bohemia, NY 11716• (631) 563-1,298 • Fax: (631) 563-2954 GRCH ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH SUITE 202 I � ISLANDIA, NY 11749 WWW.GRCHARCHITECTURE.COM (631)864-3395 May 01, 2022 Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold, NY 11971 Att: Mr. Michael Verity Chief Building Inspector Re: Harvest Pointe at Cutchogue Screened in Rear Covered Porch Unit# 107— Permit#46879 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. espectfully ubmitted, -ED ARC \5�OZSRT Cyd y�� CvJ ?C erveny,AIA, LEED AP Prin ' al (P "9 02381� T�OF NE�y �j 1 f 1 S' "R r fit' ' t' 11 i e 'A ��'��'�\�� \• •4\` Ply � 1 �� t, O: sea'\• s°`" ,tip\ Home Energy Rating Certificate Property HERS Al Holly- Unit 107 Rating Type: Confirmed Certified Energy Rater: Michael Fauci Harvest Pointe Rating Date: 2022-11-14 Rating Number: MC193 41 Harvest Pointe Ln Registry ID: 747476574 Cutchogue, NY 11935 Estimated Annual Energy Cost Percent HERS Index: 54 Efficient Home Comparison: 46% Better Heating 67.9 Use MMBtu Cost Cost$152 10% General Information Cooling 1.7 $95 6% Conditioned Area 3757 sq. ft. House Type Single-family detached Hot Water 12.2 $13 1% Conditioned Volume 42016 cubic ft. Foundation Conditioned basement Lights/Appliances 24.6 $1183 76% Bedrooms 3 Photovoltaics -0.0 $-0 -0% Service Charges $120 8% Mechanical Systems Features Total 106.3 $1563 100% Water Heating: Conventional, Natural gas, 0.69 EF, 75.0 Gal. Heating: Fuel fired air distribution, Natural gas, 95.0 AFUE. Criteria Cooling: Air conditioner, Electric, 16.0 SEER. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 112.00 CFM25 2015 IECC UA Compliance Ventilation System Exhaust Only: 152 cfm, 30.0 watts. 2015 IECC HERS ERI Programmable Thermostat Heat=Yes; Cool=Yes 2015 IECC ERI ECCC New York State 2020 Building Shell Features Ceiling Flat R-37.7 Slab R-0.0 Edge, R-0.0Under Sealed Attic NA – posed Floor NA Vaulted Ceiling NA Wi dow Type U-Value: 0.290, SHGC: 0.280 Above Grade Walls R-21.0 Infiltr'tion Rate 2027 CFM50 (2.89 ACH50) Foundation Walls R-13.0 Method Blower door 2027 CFM x 60 Min/Hr/42016 _ = 2.89 AC_ 50 Pa Energy Testing Services, LLC. Lights and Appliance Features 1648 Locust Ave Unit E Interior Fluor Lighting (%) 0.0 Range/Oven Fuel Natural gas Bohemia, NY 11716 Interior LED Lighting (%) 100.0 Q Clothes Dryer Fuel Natural gas 631-244-9333 Refrigerator (kWh/yr) 691 Clothes Dryer CEF 3.49 Dishwasher(kWh/yr) 270 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: �r— REM/Rate- Residential Energy Analysis and Rating Software v16.0.6 This information does not constitute any warranty of energy costs or savings. © 1985-2021 NORESCO, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. NY-ECCC 2020 Certificate 41 Harvest Pointe Ln, Cutchogue, NY 11935 Building Envelope Insulation ^— ' Ceiling R-37.7 Above Grade Walls R-21.0 Foundation Walls R-13.0 Exposed Floor NA Slab R-0.0 Edge, R-0.0 Under Infiltration Htg: 2027 Clg: 2027 CFM50 Duct R-8.0 Total Duct Leakage 112.00 CFM @ 25 Pascals rWindow Data Window 0.290 0.280 _ j Mechanical Equipment_ HEAT:—Fuel-fired air distribution, Natural gas, 95.0 AFUE. COOL: Air conditioner, Electric, 16.0 SEER. DHW: Conventional, Natural gas, 0.69 EF, 75.0 Gal. f HERS Index: 54 iBuilder or Desi fess' n _.. - -- 94— �_ ---- Si nature_ REM/Rate Residential Energy Analysis and Rating Software v16.0.6 Energy Testing Services 2022 Combustion Safety Testing Form Certified Home Address: 41 Harvest Pointe City: Cutchogue Builder Name: Havrest Pointe Builder Tracking# Combustion Appliance Zone(CAZ)# of Location of this CAZ: Basement (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 2022-11-14 Outdoors Temp During Test: 55 OF CAZDepressurization (NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: N/A PPM Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes❑ No❑✓ Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: Heating System Primary: Yes Q No❑ Type: Furnace I r L Boiler❑Heat Pump er Other❑ t z Venting Tyne 3 Drat Spillage. Sin IIag CO co Efficiency Fuel Tvne Circle T e) Pascal (Worst Case) (Alatural (Worst Case) Natural Rating:95.0 N_✓❑P❑O❑E❑ N❑QM❑SE N/A Pa. Pass❑✓ Fail❑_ Pass❑✓Fail_❑ N/A Ppm NIA PPM Water Heater Primary: Yes ❑✓ Tie: Standard Tank ✓j1ndirect Tankless ❑ Size: 75.0 Style Common Vent In No n Instantaneous❑Commercial (See Note 5helow) (Gallons) ° Stand Alone ✓❑ sz Venting Tyne 3 DraftS i_p[laze Spillage(Nanrral) CO CO E tcienc Fuel Tvne Circle T e ( yp) (Pascal) (Worse Case) (Worse Case) (Natural) EF: 0.69 N❑✓ P❑O[[Eo N❑M❑✓ S❑ N/A Pa. Pass❑✓ Fail❑ Pass✓❑Fail❑ N/A PPM N/A PPM Oven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes 0 No❑ Oven CO N/A PPM Ambient CO(During Oven CO Testing) NIA PPM 'Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 2 Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE: If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. {Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) s Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE: If Water Heater Type is"Commercial'and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial'and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Michael Fauci Rater Number: 8619824 Rater Signature: Date: I I I fi a 0 �— ..�. Manual S Compliance Report Job: wri9htsoft Date: Oct.21,2022 Entire House sy: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Project Inf• • For: Unit 107-41 Harvest Pointe Lane, Cutchogue, NY 11935 Cooling Equipment Design Conditions Outdoor design DB: 83.0°F Sensible gain: 17582 Btuh Entering coil DB: 76.0°F Outdoor design WB: 71.0°F Latent gain: 3500 Btuh Entering coil WB: 63.5°F Indoor design DB: 75.0°F Total gain: 21082 Btuh Indoor RH: 50% Estimated airflow: 800 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Generic Model: SEER 16.0 Actual airflow: 800 cfm Sensible capacity: 16800 Btuh 96% of load Latent capacity: 7200 Btuh 206% of load Total capacity: 24000 Btuh 114% of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 10.0°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 load Temp. rise: 50 °F Meets all.requirements of ACCA Manual S. -wrightsOft, 2022-Oct-21 16:43:43 � Right-Suite®Universal 2018 18.0.32 RSU20066 Pae 1 9 /4CCA...Model Al MAN JSD\Rimor Model Al MAN JSD JA.rup Calc=MJ8 Front Door faces: W Form Residential- • - - - • ACCA. - •Examiner(Loads, 15 Mar 09 or�.t�oa�aa:srrna�a� Header Information Contractor: Energy Testing Services LLC REQUIRED ATTACHMENTS ATTACHED Manual J 1 Form(and supporting worksheets): Yes F7 No Mechanical license: or MJ1AE Form*(and supporting worksheets): Yes Ei No OEM performance data(heating,cooling,blower): Yes No Building plan#: Manual D Friction Rate Worksheet: Yes No Duct distribution sketch: Yes No Home address(Street or Lot#,Block,Subdivision):Model Holly A1, Cutchogue, NY 11935 HVAC •A■ CALCULATION ,1 Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature: 10 °F Orientation: Front Door faces West Indoor temperature: 68 =F North,East,West,South,Northeast,Northwest,Southeast,Southwest Total heat loss: 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 Roof Grains difference: 30 gr/Ib @50% RH Eave overhang depth: 1.0 ft Sensible heatain: 9 19979 Btuh Internal shade: blinds ,Save Latent heat gain: Btuh Blinds,drapes,etc. g 3977 Depth Window Total heat gain: 23957 Btuh Number of skylights: 0 EQUIPMENTHVAC • ,1 Heating Equipment Data Cooling Equipment Data Blower Data Equipment type: Gas furnace Equipment type: SplitAC Heatingcfm: 875 Furnace,Heat pump,Boiler,etc. Air Conditioner,Heat pump,etc. Cooling Cfm: 800 Model: Generic Model: Generic Static pressure: 0.60 in H2O AFUE 92 SEER 16.0+ Fasign airflow rated external static pressure for Heating output capacity: 48000 Btuh Total cooling capacity: 0 Btuh de Heat pumps-capacity at winter design outdoor conditions Sensible cooling capacity: 0 Btuh Aux heating output capacity: 0 Btuh Latent cooling capacity: 0 Btuh HVAC DUCT DISTRIBUTION SYSTEM ■ 61 Design airflow: 875 cfm Longest supply duct: 478 ft Duct Materials Used Equipment design ESP: 0.60 in H2O Longest return duct: 201 ft Trunk duct: Sheet metal Total device pressure losses: -0,6 in H2O Total effective length(TEL): 679 ft Available static pressure(ASP): 0.01 in H2O Friction rate: 0.001 in/100ft Branch duct: Round flex metal,Sheet metal Friction Rate=ASP+(TELx 100) declare the load calculation,equipment,equipment s- - on • duct design were rigorously per-formed based on - building plan listed above. I understand the claims made on these forms will be subject to review and verification. Contractor's printed name: Contractor's signature: Date: Reserved for County,Town Municipality ol-Authority having jurisdiction use. *Home qualifies for MJ1AE Form based on Abridged Edition Checklist w�rightsoft® Ri ht-Suite®Universal 2018 18.0.32 RSU20066 Load Short Form Job: + wrightsoft, Date: Oct.21,2022 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Project Information For: Unit 107-41 Harvest Pointe Lane, Cutchogue, NY 11935 Design Information Hfg 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 (ftz) (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. -�- wrightsoft, 2022-Oct-21 16:43:43 Right-Suite®Universal 2018 18.0.32 RSU20066 Page 1 'cm...Model Al MAN JSD\Rimor Model Al MAN JSD JA.rup Calc=MJ8 Front Doorfaces: 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. "wrightsa t- 2022-Oct-21 16:43:43 �_ Right-Suite®Universal 2018 18.0.32 RSU20066 Page 2 /Qe�...Model Al MAN JSD%Rimor Model Al MAN JSD JA.rup Calc=MJ8 Front Door faces: W Project Summar Job: wrightsoft° Date: Oct.21,2022 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Project • • For: Unit 107-41 Harvest Pointe Lane, Cutchogue, NY 11935 N otes: Design s • Weather: Suffolk Co.AD, 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(ftZ) 3788 3788 Equipment latent load 3500 Btuh Volume(ft') 28430 28430 Air changes/hour 0.32 0.14 Equipment Total Load (Sen+Lat) 18972 Btuh Equiv.AVF(cfm) 150 66 Req. total capacity at 0.70 SHR 1.8 ton Heating Equipment Summary Cooling Equipment Summary Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16.0 AHRI ref Coil AHRI ref Efficiency 92AFUE Efficiency 12.8 EER, 16 SEER Heating input 52174 Btuh Sensible cooling 16800 Btuh Heating output 48000 Btuh Latent cooling 7200 Btuh Temperature rise 50 °F Total cooling 24000 Btuh Actual air flow 875 cfm Actual air flow 800 cfm Air flow factor 0.021 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.83 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wriMgF�tsoft" 2022-Oct-21 16:43:43 •w+• •-.r--.�,... Right-Suite®Universal 2018 18.0.32 RSU20066 Page 1 CA...Model Al MAN JSD1Rimor Model Al MAN JSD JA.rup Calc=MJ8 Front Door faces: W N Second Floor Bed 3 81 cfm 129 cfm 30 cfm Loft 6x16 p Riser Ret Riser 28 cfm10" 6x16 2 Stair Up ,lob#: Energy Testing Services LLC Scale: 1 : 106 Performed by Energy Testing Services L... Page 1 1648-A Locust Ave Right-Suite®Universal 2018 Unit Lp7-41 Haiv ,stlP�yte Lane, Bohemia,NY 11716 16.0.32 RSU20066 utchogue, 2022-Oct-21 16:43:59 ...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 dm I'51 cfm �82 cfm I`82 m Master Bath Master Bed �99 cfm '. cfm IGtchen Lining Room Hall Sf�eer WIC 1 k 16 cf Iz clip undry\ m WIC 2 �12 gAth 1 7.fm Stair Foyer Bed 2 Garage 9191 cfm 91, 8' ,lob#: Energy Testing Services LLC Scale: 1 : 106 Performed by Energy Testing Services L... Page2 1648-A Locust Ave Right-Suite®Universal 201& 1�7 44 HH g$t 18.0.32 RSU20066 Unit GL[C}16�U8a Y l IP to Lane, Bohemia,NY 11716 2022-Oct-21 16*43,59 SD\Rimor Model Al MAN"J SD JA.rup N Basement Make up air 68 rcnn Skuttle Model 2161 262 cfm 6" 1-- F---� F 9LT-- 6" 14" 6" 8" 8" x 16 10' - - - - -728— — — — — — 10„ 9„36x1 6' S�0„ 4„ 4„ 5” 4 26" Base ent 81, up Riser Ret Riser 10.. 4x16 10" 9" 87 cfm 87 cfm 187 cfm Job#: Energy Testing Services LLC Scale: 1 : 106 Performed by Energy Testing Services L... Page 3 1648-A Locust Ave Right-Suite®Universal 2018 Unit60� 41 HapslfMte Lane, Bohemia,NY 11716 18.0.32 RSU20066 U ChOgue, 2022-Oct-21 16:43:59 ..SD\Rimor Model Al MAN JSD JA.rup ' Duct System Summar Job. wrightsoft® Date: Oct.21,2022 Entire House By: Energy Testing Services... Energy Testing.Services LLC 1646-A Locust Ave,Bohemia,NY 11716 Project • • For: Unit 107-41 Harvest Pointe Lane, Cutchogue, NY 11935 Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.59 in H2O 0.59 in H2O Available static pressure 0.01 in H2O 0.01 in H2O Supply/return available pressure 0.007/0.003 in H2O 0.007/0.003 in H2O Lowest friction rate 0.001 in/100ft 0.001 in/100ft Actual air flow 875 cfm 800 cfm Total effective length(TEL) 679 ft Supply Branch - Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln(ft) Trunk Basement h 144 87 8 0 0 Ox 0 MtFx 0 0 easement-A h 3482 87 8 0.004 8.0 Ox 0 MtFx 23.8 160.0 st2 easement-B h 3482 87 8 0.003 11.6 16x 4 ShMt 48.5 225.0 st2 Bath 1 h 474 12 5 0.006 4.0 Ox 0 MtFx 16.0 95.0 Bath 2 h 1098 28 18 0.002 5.0 Ox 0 MtFx 66.5 400.0 st8 Bed 2 c 1618 86 91 0.006 9.0 Ox 0 MtFx 31.5 95.0 Bed 3 c 1428 66 81 0.001 8.0 Ox 0 MtFx 76.3 400.0 st7 Breakfast Area c 1781 99 101 0.003 9.0 Ox 0 MtFx 16.8 225.0 st2 Foyer c 2655 102 150 0.003 10.0 Ox 0 MtFx 43.8 205.0 st2 Kitchen c 1755 42 99 0.007 9.0 Ox 0 MtFx 2.3 95.0 Laundry c 609 20 34 0.002 5.0 Ox 0 MtFx 48.8 315.0 st2A Living Room c 1455 72 82 0.002 8.0 Ox 0 MtFx 25.8 325.0 st2A Living Room-A c 1455 72 82 0.003 8.0 Ox 0 MtFx 15.5 215.0 st2 Loft c 539 26 30 0.001 5.0 Ox 0 MtFx 68.0 410.0 st7 Master Bath c 894 34. 51 0.002 6.0 Ox 0 MtFx 38.3 325.0 st2A Master Bed c 932 51 53 0.002 6.0 Ox 0 MtFx 53.0 295.0 st5A Master Bed-A c 932 51 53 0.002 6.0 Ox 0 MtFx 52.8 300.0 st5 Wlc 1 h 625 16 4 0.002 4.0 Ox 0 MtFx 58.8 325.0 st5 WIC 2 h 485 12 2 0.002 4.0 Ox 0 MtFx 56.0 290.0 st5 Bold/italic values have been manually overridden wrightsoft- 2022-Oct-21 16:43:43 Right-Suite®Universal 2018 18.0.32 RSU20066 Page 1 Xck...Model Al MAN JSD\Rimor Model Al MAN JSD JA.rup Calc=MJ8 Front Door faces: W Supply Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st6 Peak AVF 119 129 0.001 236 10.0 0 x 0 ShtMetl st2A st5 Peak AVF 130 111 0.002 238 10.0 0 x 0 ShtMetl st2A st5A Peak AVF 51 53 0.002 268 6.0 0 x 0 ShtMetl st5 st2 Peak AVF 823 756 0.001 206 29.9 16 x 36 ShtMetl st2A Peak AVF 375 407 0.001 204 23.0 16 x 18 ShtMetl st2 st7 Peak AVF 92 111 0.001 167 14.2 16 x 6 ShtMetl st6 st8 Peak AVF 28 18 0.002 41 8.4 16 x 6 ShtMetl st6 TableReturn Branch, Detail Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk rb3 Ox 0 669 807 201.0 0.001 219 26.0 Ox 0 MtFx rt2 rb2 Ox 0 119 129 199.3 0.001 236 10.0 Ox 0 MtFx rt2A rb1 Ox 0 262 24 83.3 0.004 245 14.0 Ox 0 MtFx TableReturn Trunk Detail Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt2 Peak AVF 788 936 0.001 219 28.0 0 x 0 ShtMetl rt2A Peak AVF 119 129 0.001 236 10.0 0 x 0 ShtMetl rt2 .may W,Ight5Soft" 2022-Oct-21 16:43:43 .W.�•� w....«...,.�.�„ Right-Suite®Universal 2018 18.0.32 RSU20066 Page 2 /'M1iVt'1...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 ISLANDIA, NY 11749 W W W.GRCHARCHITECTURE.COM (631)864-3395 May 01, 2022 Town of Southold Building Department 53095 Main Rd P.O. Box 1179 Southold, NY 11971 Attn. Michael Verity Chief Building Inspector Re: Harvest Pointe at Cutchogue Basement Code Conformance Unit# 107—Permit#46879 Dear Inspector Verity: Please be advised that the basements of the above referenced units constructed on site meet the requirements for conditioned space as defined in the 2020 Energy Conservation Construction Code of New York State, R402.2.9 Basement walls. Walls associated with conditioned basements shall be insulated from the top of the basement wall down to 10 feet(3048 mm) below grade or to the basement floor, whichever is less. Re ectfully ubmitted, D ARc \5 �00ERT CAI y1j� CA GI C eny, AIA, LEED AP Principa (P '9 023810 Q T�OF NE�-1 CRCH ARCHITECTURE IAC E 3750 EXPRESS DRIVE SOUTH SUITE 202 i ISL.ANDIA, NY 11749 W W W.GRCHARCHITECTbRE.COM (631)864-:3395 November 14, 2018 Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold NY 11971 Attn. Ms.Amanda Nunemaker Plans Examiner Re: Harvest Pointe at Cutchogue Dear Ms, Nunemaker, The following two insul tion pro duc s noted below have been selected for their flame/smoke spread properties to meet the requirements of the New Y rl<State Residential Code for both spray foam and draped blanket insulation exposed in basement condition. Spray Foam Insulation t Rim Joist: Sill Plates Headers and Rim Joist (Residential Code Section R316.5.11 Maximum thickness 3 XI" (provided ± ") 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 WalLinsulation Blanket (Residential Code Section R302.10.1 Insulation materials, inc uding facings shall have a flame spread index not to exceed 25 with an accompanying smoke. Development index not to exceed 450. Provided/ Installed: "Ecotouch Flam Spread 25 Fiberglass Insulation: (see product cut sheet) Provides a flame spread Index of less Lan 25 and smoke-development Index less than 50 in accordance with ASTM espectfu ly submi ed, .�EREO AR, \5 06SRT C/,, y�)` SCA Glen Cherve y IA, LEE AP Principal I 0-381 0� OF N��y-z OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex ®f S®Ua, P.O.Box 1179 54375 State Route 25 ®�� y®` Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Southold,NY Telephone: 631765-1938 www.southoldtownny.gov lyc®UN.r-i PLANNING BOARD OFFICE TOWN OF SOUTHOLD October 4, 2022 Mr. Henry Alia Rimor Development LLC P.O. Box 908 Cutchogue, NY 11935 Re: Site Plan Inspection, Certificates of Occupancy Units 95— 98, 105 — 110 The Heritage @ Cutchogue aka Harvest Pointe 75'Schoolhouse Rd., corner of Schoolhouse Rd. & Griffing St., Cutchogue Dear Mr. Alia: The Planning Board has found that the requirements for Units # 95— 98 and 105 — 110 of the above-referenced Residential Site Plan have been completed based on the site inspection made on September 28, 2022 and the subsequent work session on October 3, 2022. 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 ten (10) 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. Rs eciJ. i Donald enski Chairrrian cc: Michael Verity; Chief Building Inspector Michael Collins, Town Engineer f-.S SCOTT A. RUSSELL � � : MICHAEL M. COLLINS, P.E.- SUPERVISOR .tr S � ; TOWN ENGINEER . .•<; TOWN HALL - 53095 MAIN ROAD r,.�;,• , e�,tt,, TOWN OF SOUTHOLD,NEW YORK 11971 Tel. (631)-765-1560 s7 Fax. (631)-765—9015 �ncl1 1 cc�rr.lr:snToSvlr_ousioi D�v els OFFICE OF THE ENGINEER TOWN OF SOUTHOLD Brian Cummings September 28, 2022 Planner Southold Town Planning Department 54375 Main Road Southold, New York 11971 Re: Harvest Pointe—Units 95-98 & 105-110 Chapter 236 Inspection Dear Mr. Cummings: I have inspected Harvest Pointe and determined that the developer has achieved final stabilization for the driveways, front yard areas and side yard areas of units 95-98& 105-110. The rear yard areas have not achieved final stabilization but have been seeded and should be fully stabilized within two weeks. Due to the location of the units, any stormwater runoff from areas that have not yet achieved final stabilization will not migrate off site. Therefore, the Engineering Department has no objection to Certificates of Occupancy being issued for these ten (10) 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. ollins, P.E. Town Engineer cc: Michael Verity, Chief Building Inspector 1 1 1 • ' • � • Irl .�, 0�.��G��►. a �l/ \ FOUNDATION(1ST) FOUNDATION Q1 I i Mk"A-' . t ► ROUGH •AMINQ- : 1 ENERGYSTATE • 1 ONAL 1 ADDrri- c, • D. NT lgi mmommirl'o"s I / i e • t ��o�1lffOl,fc�.. 4 aG$ca TOWN OF SOUMOLD—BUILDING DEPARTMENT w =r Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax (631) 765-9502 httl)s://www.soutlioldtownny Dov For Office Use Only - Date Received PERMIT 1110. Building Inspector: Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. S E P 1 5 2021 APPLICATION FOR BUILDING PERMIT Dater � BilBaDl~ti�$BE1�� _ r• r� n 7 m7� lr OWNER(S)OF PROPERTY: s� _ _ Name: Rilimor Development Tax Map#:SCT #1000- 102.01 - 02- Physical Address: Li Phone#: 631-678-2667 �C• `.tet Email: teamalia6 gmail.com Mailing Address: CONTACT PERSON: Name:Henry Alia Mailing Address: PO Box 908 Cutchogue, NY 11935 Phone#: 631-678-2667 Email: teamalia65@gmail.com DESIGN PROFESSIONAL INFORMATION: Name:GRCH Architecture Mailing Address: 3750 Express Dr. South Islandia, NY 11749 Phone#: 631-864-3395 Email: CONTRACTOR INFORMATION: Name:Rimor Development Mailing Address: PO Box 908 Cutchogue, NY 11935 Phone#: 631-678-2667 Email: teamalia65@gmail.com DESCRIPTION OF PROPOSED CONSTRUCTION 2New Structure ❑Addition El Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $300,000.00 Will the lot be re-graded? 2Yes El No Will excess fill be removed from premises? ❑Yes ONo PROPERTY INFORMATION Existing use of property: Intended use of property: Condo-resitdential Date of Purchase: Name of Former Owner: i Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? OYes ❑No IF YES, PROVIDE A COPY. 2 Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition aslaerein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit autho .e inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant o ion 10.45 of the New York State Penal Law. Application Submitted By(print am ): Henry Ali 42Authorize gent ❑Owner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF Suffolk ) Henry Alia being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the Agent (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of 20aq ' NoJaPjuri c SHERRY PIRONE PROPERTY OWNER AUTHO IZAARY PUBLIC,STATE OF NEW YORK tration No, 01 P16 388308 (Where the applicant is not th owneoualified in Sul[Tollf County Commission Expires March 04, 2023 I� residing at do hereby authorize'. to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name CONSENT TO INSPECTION the undersigned, ) Yes do(es)hereby state: Owner(s)Name(s) That the undersigned (is) (are)t e owner(s) of the premise 'n ft= Southold, located at 9—ut.6tvbvik U ( (.1.of j d which is shown and designated on the Suffolk County Tax Map as bistrict 1000, Section 14LO 9 ,Block 01,Lot 0151 . That the undersigned(has) (have)filed,or cause to be filed,an application in the Southold Town Buildina Inspector's Office for the fgllowing;, Q 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. 1 Dated: ( ina e L (Print Nan e) (Signature) (Print Name) A D BUILDING DEPARTMENT-Ei 1 I pclN 2021 DD TOWN OF SOUT L Town Hall Annex - 54375 Main Road --R=V &D Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 roper.richertCa-)town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: 14 Date: Will ". , : Company Name: -T e c c Name: License No.: j''j® 0) email: '' ec Address: Q y Phone No.: JOB SITE INFORMATION: (All Information Required) Name: Iu r , + 3 C a .ii j : 'e� Address: L{ HcLRtaJImo►i1 UAk?IDS Cross Street: YV�'t 1151��. LCI Phone No.: BIdg.Permit 14 6,5_1 email: a�ojM1 ; Tax Map District: 1000 Section: ,ig� Block: - Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Ckcile All That Apply: Is job ready for inspection?: YES / NO Rough In Final Do you need a Temp Certificate?: YES / NO Issued On Temp Informal® (Ali information required) f Service Size Dp 3 Ph Size: #Meters�d Old Meter# ew Servl e - Fire Reconnect- Flood Reconnect- Service Reconnected -Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION �T6 Oc 82-Request for Inspection FormAs �Q \ 1' SUFFO4 ' BUILDING DEPARTMENT-Electrical Inspector C* TOWN OF SOUTHOLD o • Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 y�j01 �a0� Telephone (631) 765-1802-FAX(631)765-9502 Temporary Certificate #—P C9p Date J5 1A1 2021 Customer Name fli.G� Electrician Name Address « JF- Phone I& e-mail a-mail Phone License# d Size A Phase Overhead Underground #of Meters. Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 dadate above. Authorized by ` A D ECE " E ��S�FFOLI;c�G BUILDIING DEPARTMENT- EI9I1rRFct05 2021 DD TO!li N of SOUT Town Hall Annex - 54375 Main Road -48I TOMD ao N. Southold, New York 11971=0959 jf Telephone (631) 765-1802 -PAX (631) 765-9502 ro.gei-.richertCcDtowii.southold.nv.us APPLICATION FOR ELECTRICAL INSPECTION . REQUESTED BY: Date: -91 LI f Company Name: Name: License No.: email: Address: �, V yEsQ: Phone No.: JOB SITE INFORMATION: (All Information Required) Name: Address: I q a_�— Cross Street: _ NV ,lk5f7b/),e.. Lci i Phone No.. BIdg.Permit#: �,�,�c email: F� �;%, ^& Tax Map District: 1000 Section: 3 15� Block: awoke, Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: YES / NO Rough In Final a Do you need a Temp Certificate?: YES / NO Issued On Tamp infarmatl (All information required) � Service Size -1 P 3 Ph Size: 1. A # Meters d Ofd Meter# ewServi e - Fire Reconnect - Flood Reconnect- Service Reconnected - Underground - Overhead # Underground Laterals(T),), 2 H Frame Pale Work done on Service? Y N Additional Inlur lmiauon: PAYIMEN T DUE WITH APPLICATION op 82-Request for Inspection FormAs PERMIT # Address: Switches Outlets, � �� GFI's S u rfa c , f U Sconces* H H's 1, UC Lts P� r Faris Fridge f HW ` . Oven `�) }� WAD Exhaust ✓ Smokes DW M44-V Carbon Micr; I ]`'"`__� Generator Combo Cooktop Transfer 13 AC AH Hood Service Amps Have ll Used Special: Iv Ll Comments Comments LA 39.22' 7 e96 97 A 98 A .'e3>,•;t "^•:l�iY.Sf�...'Y;�v,';y,�..' :;a..'4 _ 1 TYPE ,�., �,,,, t•,.,:'_. FLUSH �.; ;,r. B-D RAMP .o_ j�;.,� BBC ,:, .a�� 'a p j:sem _ hasu%• `.,_.'? �. r ,$iR i�" .:r'%q'..mz.`:. �• (�a3 ':+,t a" +r(�.4 t�"..y.,� .CO' '4 9h .'i .'a:., - .� .yr. •'�K: r.�; .�, ..'w-+Jtf'-.'^;..r� s...�'a,°.-' ��'+r. �' 's .nt. Oft - •t> •are;�p.,,..�;. ,o'-f:r z^^••' ?sa rs�. .a'1'°�.: .� ,- •.}�N:t'x S'f``�`�'��a,..W- is'�.. M++:..• -Y'.�' t ' �, �a tt � ;�y �r '�s. %''�G�n�i1,�+v 5,,. �y. _.X,. �y�, t' � � :#? p �%.• °fir �i�r�� .a �tt'3�o'�•a�"'ira' .0 r� .i.-' '$%'�.+`>��yfi;�,*P'4y5s �":Z`rs ,� x• C�.'. "'•�� .fi:`��,r� .wuva�"�.Z €•M -� LYS i"ip - i4G':.'y •b7;'ti� ). ^�:rayasi`y: nr• �. .� � :.:; °5:+. :�^x;i:h�,� •GP��l "'.f � <�.��. °�•� •�v' �• � els' �1 i y �•S'�q` '� .� E CUR FLUSH CURB �,.`- e %�>..�:_-:;.:. z. a:•.;=; WITH PAVERS I 105 _ A 106 J10 108 A 49.22' 49.22' :MERGENCY ACCESS ROAD 7RASSED AREA WITH LOAD 3EARING SUB-SURFACE SEE DETAIL) LA PROPOSED CRASH GATE NATURAL BUFFER AREA (SEE DETAIL) i-1 -T VECT EMERGENCY ACCESS TO EXISTING ROAD, t� :SS ROAD TO BE INSTALLED TO EXISTING :MENT EDGE; PROVIDE MOUNTABLE CURB (SEE %IL); EMERGENCY ACCESS ONLY. NOT TO BE AS A CONSTRUCTION ENTRANCE/EXIT OR ANY OTHER PURPOSE EXCEPT EMERGENCIES. a' r. SUFFOLK COUNTY DEPARTMENT OFA GEMENT `'ICES =Department OFFICE OF WASTEWATER M 360 YAPHANK AVENUE,SUITE 2C,YAPHANK,NY 11980 (631)852-5700 OR HealthWWM@suffolkcountyny.gov APPLICATION TO UPDATE AN EXISTIli1O PERMIT TSCONSTRUCTEFAMILY DWELLINGSP®SAL AND SUPPLY FACILITIES FOR A SI REFER TO REVERSE SIDE OF THIS FORM FOR INSTRUCTIONS PLEASE COMPLETE APPLICABLE SECTIONS OF THIS FORM. ALL SIGNATURES MUST BE ORIGINAL. SECTION 1 FOR ALL RENEWALS AND TRANSFERS EXISTING REFERENCE NUMBER: 810-17- `p Lot District Section Block ` Tax Map No: 1000 Name of Current Applicant: 8imor Development LLC Tel#: (631) 7359200 Mailing Address:PO Box 908, Cutchogue, NY 11935 Email Address:teamalia65@gmail.com Henrylia Tel#: (631) 67$2667 Name of Current Agent: rY O Box 908, Cutchogue, NY 11935 Mailing Address:P Email Address:teamalia65@gmail.com <' If more than 6 years old and SCDHS site inspections have'not been DATE OF ORIGINAL APPROVAL: 09/08/2017 erformed,a ne�v a lication will be required SECTION 2 FOR TRANSFERS WITH PREVIOUS APPLICANT/AGENT PERMISSION . Tel#: Name of Previous Applicant/Agent: I hereby transfer all rights and interest in the above referenced permit to the new applicant" amed above; Date: Signature of Previous Applicant/Agent: SECTION 3 FOR TRANSFERS WITHOUT PREVIOUS APPLICANT/AGENT PERMISSION Namof Previous Applicant's Tel#: e Architect/Engineer/Surveyor: I hereby authorize the above named current applicant to ue above named ese the previous ferencetnumber anditls to design. project prepared by me;for the purpose of transferrin the Date: Architect/Engineer/Surveyor's signature: SECTION 4 FOR ALL RENEWALS AND TRANSFERS permit to construct in accordance with this Application is hereby made to[ ] TRANSFER, RENEW (check applicable) a p application,surveys and plans submitted. I hereby certify'ha have examined this completCountcaS ate and Federal Laws.therein Any are true and correct,and that all work shall be done in or nce with all applicable Town, Y, false statement made herein is punishable as a misde no ursua o S210.45 of Ne�v YDat tate Penal Lay." Signature of Current Applicant/Agent � + C � C� 12-0 urrent Applicant/Agent enry AlTitle Agent/Project Manager Print Name of C � a DEPARIM NT E ONLY .� Number of Bedrooms Approved f�Add� Permit is Transferred! ene� d Until ® �� Date if ��® �' Signature of Department Representative WWW-104(Rev.02/12) •1 ` " .A 'f'` f~{� Y��' z '- _ f r + p Q S j,©� < f` Le J ISM cn � n LICF-\ *4e,Une(s)DUST RJ6 inspected Suffolk County Dept. Of Health Sme. C811 852-5754t 48 Hours In Advance - . To Schedule In &%�%-c�on(s). Y APPROVED IN ACCORDANCE WITH BOARD OF 0 ` REVIEW DETERMINATION DATED S'-S- 12 _ M z WF— z o W Si �EcT TO CqAl Ts& RESERtCt1GUS UaER z 2 z W 7) o PAGE—L3�._- W -O IY l— J f ❑ O 0 m 3 U) ° U) ¢ _ L J W (n U) EN—INEER'S CERTIFICATION REQumeD. Q � � W f SUI?hiIT P 1w. OR R.A, CCRTf FIC-T7GM O o7 = FOR INSTALLATIO,'�►AIa'i;COtdS T RUCTIOM ~ _ OF �o sf J1 r . FOR 1'Ii+sAl:APPR4VAL. o ^,,� C ', c_ �. 4-• SysftMS � 'n-..�i i '.7`LL L O t Sv1�"�1 z .-yam Suffolk County Departffient OM e th b Araces y, � pgraval for Construction-Other Than Single r,amily Reference N0. AO j Design Flow 2� / PROJECT NO.: 00026 Use(s) Z__y__cD --u[n►_r_�__L�t CI[� �__T____ DRAWN BY: KCK These plans have been reviewed for general conformance with Suffolk County Department of tlealtb Services standards, relating to voter CHECKED BY: TFL supply and sewage disposal. Regardless of any omissions, DATE: inconsistencies Or lack of detriil, construction is required to be in a accordance with the attached permit conditions and applicable SCALE: AS NOTED standards,unless specifically waived by the Department.This approval FILE NO.: expires 3 years from the approval date,unless extended or renewed. CADD: 00026_SP Approval Date ReviewerSHEET NO.: ROVINd Plata)Approved2vzo EvIraa - $ _ Zo Z3 1 OF5 S.C.D.H.S. APPROVAL NOTES: THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. 1 m IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, 7 Q'` PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY M 43.7' m 3 PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED I N — 1A'o U PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY.IF I� AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE 8,Q' } t6 1.5'f n y ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND O-•1 M ni 0 6� THE NOTATION"ALTERED BY FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH II 4.9' Oa. � r I ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. I O Z z d V�� COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED '- Q ^ / SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. I(�`(/moi NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS 1.3' Z Q LL 4 ^� OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED. Pn I O __ I C, Z Z O r 12.8' PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE I CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, OZ -3' O O I Q -- Z SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS E'• OTHER THAN VISIBLE PERMANENT STRUCTURES. W 1-- v Q 0.9' 1 0Z 28.5' I J COPYRIGHTS NELSON&POPE,ENGINEERS AND SURVEYORS.ALL RIGHTS 2 LU 20.5' I RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED W w IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN Z N 53005'40" E 40.68' W PERMISSION OF THE SURVEYOR, 0 0 c"I I Fa-Q _ THIS PLAN WAS PREPARED TO ASSIST IN OBTAINING FRAMING PERMITS FROM LOCAL MUNICIPALITIES AND IS NOT AUTHORIZED,NOR GUARANTEED FOR ANY OTHER I >O 28.5' r'• 20.4' orn - z Z PURPOSE. ^� LU e- W 10, Z I 3.4' >- anj I > Q Q. Q obi O II I V' 12.8''- W CO 0_ V I 1.3' O z L-- Li C) r m of 00 O c/) r Z) 0 0 U- c) w � U I O O d 4.8' ao \\W 8.2' LL�O 1.5' CV / I � Ir 1.5' a �y 43.8' L.L. I M Q N 53005'40" E 53.39' _ I � rn OF NES CO C-1 y0'P S 81034'23" E `�`, r o✓o fr'mf ' w `� 67.78' o v> Q -O OO Ot9 ��51�O. F I o S �0.05023 ST ! O F-- I LO 0 o I 01-28-2022 FOUNDATION LOCATION FOUNDATION AS-CONSTRUCTED 167.99' (ACTUAL) `" FOR UNITS 107-108 R=275.00' L=77.85' F °55'20"W UNIT DESIGNATION MAP OF w HARVEST POINTE CONDOMINIUM 2 "N � FILE NO.:490 FILED September 28, 2020 I SITUATED AT S 40°52'38" E o oOWN OF CUTCHOGUE 27.03' N TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK d co SOUTHOLD S.C.T.M.DISTRICT 1000,SECTION 102.01,BLOCK 0200,LOTS 051.000&052.000 19245'20"w N ` NELSON+ POPE Af engineers•architects•surveyors c� Z L j 70 Maxess Road,Melville,NY 11747-631.427.5665.nelsonpope.com LL. LSCHOOL HOUSE DRAWN BY: NP CADD No.,INDIVIDUALSURVEYS 000261 SCALE: Q) 07 LANE CHECKED BY: MS FILE NO.: SHEET NO.: 'I OF'I DATE: 02-03-2022 PROJECT NO.: 0002V c 1"=30' II DI ° DI NOTES: I ° THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE I NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, jPLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. U U IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY I m m PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED I PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY.IF in 43,7' 50 AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE N1 4, ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND 7 1' THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATUREAND THE DATE OF SUCH $.4' W ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. J U I = W4..9 a7 COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED W U(-)If ^ < U ® SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.em O O UO d "- LL W O7 0j V m NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS (-- >- Q �a W U OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED. I 14.2' 1.3Z 0 W d PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE 00 O fn X r-- 12 8' - m CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, Lu SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS �! z N I W / OTHER THAN VISIBLE PERMANENT STRUCTURES. cl) U., J z 3.3 I L7 STONE BASE Q G"• �- �cz �� V I w 0.9' W/DRIVE "PAVER 'O <1 COPYRIGHT(D NELSON&POPE,ENGINEERS AND SURVEYORS.ALL RIGHTS O-I 1 Q - BORDER /Q RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, �� 2$5' (�20.5' N 53°05'40"I E 40.68' RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN PERMISSION OF THE SURVEYOR. W w w A/C E.BOX\ CONTROL HOOKUP GAS ELEC. o z z I Za MODULE METERS METERS DI q_ a o ��-- O 1— °J 20.4' a1 z Z N In Q TnJ j� 2$.5' C5 LU_ � w U d'w r 1 W /a' x c/5 �� < 1 0, STONE BASE DRIVE ) CD ® W M ¢¢I w 0 3.4� 1 Q WBORDER R I°" CD �- Q z 00 a v W 1 C7 �� W M a I 14.2' 1.3'00 Q U —— 12.8'r O Hyl 0 I,- (D � 00 (D LL z w N O7 W �Ij �I Wz� io ~ O I: aQ aLO c� Q C)D_ - � FO W a M LLIm J Icl) 'L O N 4.8' M cl) 1v m co O x 2m v (V U .5' I c1.5 - m m LOm /9p 43.8' c0 0 m 1� Im ch N 53005'40" E 53.39' U) 3 OF T- .9s< v S 81034'23" E ^R 1 M2 1 67.78' �, �o�� `o. jlo AND Sv `9c�0.c* Q o ° (n 01-28-2022 FOUNDATION LOCATION FINAL SURVEY CD 01-25-2022 SANITARYASBUILT ®� pw'�•�-tea ®��,�®� 167.99' (ACTUAL) N DD CONTROL MODULES wp CCC.UNITS p7 MAP R=275.00' 07-07-2022 ELEC.PANELS UNIT DESIGNATION MAP OF L=77.85' S52055'20"W 08-17-2022 FINAL SURVEY HARVEST POINTE CONDOM NIUM 2 u1 W FILE NO.:490 FILED September 29,2020 SITUATED AT N oNo o CUTCHOCUE o TOWN OF S 40052'38" E o M o In TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEWS YORK oN ° S.C.T.M.DISTRICT 1000,SECTION 102.01,BLOCK 0200,LOTS 051.000&052.000 27.03' ��, � SOUTHOLD S52055'20"W WL NELSON + POPE 19.24' if engineers•alch is•sur fs 70 Maxess Road,hfleWI%NY 11747 0 631.427.5655 0 nelsonpWxom �zi Lw. DRAWN BY: JR ADD NO.;INDIVIDUALSUOQ026 S SCALE, 1 ISL SCHOOL HOUSE CHECKED BY: MS FILE NO.: SHEET NO.: 1 OF 1 0 H 07 LANE DATE: 08-22-2022 PROJECT NO.: ®®®26 1"=30' 3 ELECTRIC NOTES: PANEL THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE ❑ PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, DI DI PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. IT IS A VIOLATION OF NEW YORf(STATE EDUCATION LAW ARTICLE 145. V' PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209.FOR ANY PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY.IF AN ITEM BEARING THE SEAL OFAN ENGINEER OR LAND SURVEYOR ISALTERED,THE m U11 U I Sc ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THEJTEM HIS SEALAND jOl - THE NOTATION*ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH 0= W 3 W ALTERATION,AND A SPECIFIC DESCRIPTION OF THEALTERATION. U w wU F- c� 43,7' 60 ,pl�-W M Q COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED N1 4,ty 1 to Qr7� SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. q W W C7 s , .4 8.4' 1.5' � 1" WATER 1 w NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORCED EASEMENTS cI ww MSERVICE 1w I - OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED. qw 4.9' V m 9 ww o p, ^ I.L U UI 3 UNDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED Y' Z U)< Vj L-W Ib AS TO ACCURACY,EXISTENCE.EXACT LOCATION,TYPE OR USE,ACTIVE OR INACTIVE. G] ELECTRIC AND GAS UTILITY LOCATION PROVIDED FROM PSEG DISTRIBUTION DESIGN U O O,nai .- (- �-Q ` U Iw U PLAN DATED 7121/18.LOCATION OF GAS AND UTILITY ISAPPROXIMATEAND LOCATED ISI Q I O 2 F Z r� 1 3' Z 3 TYPICALLY IN THE SAME TRENCH.ACCURACY OF UTILITY IS NOT GUARANTEED NOR IS LL U Q- O j Z) O W O THERE ANY GUARANTEE THAT ALL EXISTING UTILITIES ARE SHOWN ON THIS MAP. cnriU Z m it r--- I CONSULT WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR 4:LU I 1�R' CJ) ZN 22' 3.3' CN I 12.8' __ 'ir Iw I w FURTHER DESIGN. �g (� 4 ` m 4"SDR-35 I Q r STONE BASE / O 3 PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE c7i -,.�'• "� c I o? I 0.9' W/8'DRIVE AVER 4 O I CONDfT10NS IF ANY.INCLUDING BUT NOT LIMITED TO YVETLANDS,WATER COURSES, u ��Il a� O P oo I I ' Ur o BORDER O I SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS OTHER THAN VISIBLE PERMANENT STRUCTURES. 8.5• y 20'SI COPYRIGHTO NELSON B POPE,ENGINEERS AND SURVEYORS.ALL RIGHTS 14 I C7 RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, w= �. GAS ELECT. DI 3: ,A RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED CL CONTROL METER 0 / ISA IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN METER f: "` I Q MODULE G G PERMISSION OF THE SURVEYOR. cj)Q LL ® � �- -" 1OO• O 28 5' 2D 4' rm o E f \� Z SHOWN NAL IMPROVEMENTS AND/OR POSSESSION,IF ANY,NOT LOCATED.NOT w U WSJ C- a i a I, w m ® w \ ICI N — 0% ^�� a>o; O STONE BASE ALL SANITARY PIPING 4"AND 8"SDR-35,TYPICAL. LL >S ) >a 21. Z,1 I Q 1.0' DRIVE U W Y'< ®Z G �`- 4"SDR353.4' w I o W/8"P VER 'Q Q \ > c c ¢ m a m g Q _ BORDER p Qm � 8� �'_ �I F} ori m �U L— 012.8'r /p I m q >�y o Z I G 0 q� zm L)Z 1.3' F- }Q 3 U) 'G LL °Ih O is Z U) T s V 0- - O p, w y�� I - Ow (� aIV EL c/, O U N 4.8iw 3 .s ' o 1" WATER !A � T �o y�r�i iv 1.5'� SERVICE p� 43.8' m w y P, 0 N IIW a3 Cr7 �Go P� o m "" wa IL w w3LU F- m Ww ci I C< 1,10 2�5 J S �w O DI �IwW of �� 05� D• � �� LAND S J C7w 3 01-28-2022 FOUNDATION LOCATION SANITARY AS-CONSTRUCTED SAf�IITARV SYSTEM AS-BUILT TABLE 02-10-2022 SANITARY AS-BUILT ®� ��+ ��®� STRUCTURE NAME TIE A TIE B 07-07-2022 ADD CONTROL MODULES UNIT DESIGN AP'0TIOgyp MAP ®F UNITS#107-108 8 ELECT.PANELS ati ST-1 38.8' 26.4' HARVEST POINTE CONDOMINIUM 2 ST-2 44.4' 22.5' FILE NO.:490 FILED September 29,2020 SITUATED AT LP 80.9' 30.5CUTCFIOGUE TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK S.C.T.M.DISTRICT 1000,SECTJON 102.01,BLOCK 0200,LOTS 051.000 8052.000 •' HEALTH DEPARTMENT REFRENCE NUMBERS&AREA'$ � � NELSu' N + PO 'rE UNIT No. HD REF No. HABITABLE AREA GARAGE AREA TOTAL GROSS FLOOR AREA 07y � R10-17-0161 1,999 S.F. 486 S.F. 2,485 S.F. II 108 R10-17-0162 1,999 S.F. 486 S.F. 2,485 S.F. ®n■ gQneers o archfteM s su ®y r$ 70 Maxess Road,Melville,NY 11747 o 631.4275665 o nelsonpope.com DRAWN BY: NP CADD No.:INDIVIDUALS0000 26Y 51_IS SCALE: CHECKED BY: NIS FILE NO.: SHEET NO.: i OF 9 DATE: 07-11-2022 PROJECT NO.: 00026 � ce� AP RO ED AS NOTED I Q DATE:..- B.P.( # 4 t(& 7q FEE:_ 3` D eY: PLUMBER CERTIFICATION' NOTI BUILDING DEPARTMENT AT . ON LEAD CONTENT BEFORE 765;1802' SAM TO 4 PM FOR THE FOLLOWING INSPECTIONS: CERTIFICATE OF OCCUPANC 1. FOUNDATION - TWO REQUIRED SOLDER USED IN WATER FOR POURED CONCRETE SUPPLY SYSTEM CANNOT 2. ROUGH -.FRAMING & PLUMBING 3. INSULATION EXCEED 2/10 OF 1% LEA I-,. 4: FINAL - CONSTRI1"-!ON MUST BE COMPLETE '' _ : :3, ALL. CONSTRUCTION onALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR :�;,PLIJMBIN,G,z DESIGN OR CONSTRUCTION ERRORS. yACLPLUMBING11VA5fiE, WATER LINES NEED T iNG$E ORE COVERING COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF ELECTRICAL �NSPECI'IAiV REQUIRE® SOUTNOLD TOWN PLANNING BOARD S6tl N TRUSTEES N.Y.'S-[)� TRUSS PLACARDING REQUIRED OCCUPANCY OR USE IS UNLAWFUL DQ.Nor:PROG.EED wirki,: ;FRAMING UNTIL.SC7RVE �; WITHOUT CERTIFICP :.o H OUB DEAy AOP OVED�N )F OCCUPANCY Blower door -tETAIN STORM WATER RUNOFF and ductwork PURSUANT TO CHAPTER 236 testing required. OF THE TOWN CODE. All exterior lighting installed,replaced or repaired shall confor>e>tt to Chapter 172 Must provide Manuals of the Town Code D, J and S as per NYS Energy Code {'t PLANS ARE IN CONFOI�MANCE WITH THESE APPLICABLE CODES: Section R316 Foam Plastic TABLE R405.1 F-- W R302.12 Draftstopping. In combustible construction where there is usable space both above and below the concealed space of a Properties of Soil Classified According to the Unified Soil Classification System Z e ' 2020 RESIDENTIAL CODE OF NEW YORK STATE floor-ceiling assembly, draftstops shall be installed so that the area of the concealed space does not exceed 1,000 square R316.1 General. The provisions of this section shall govern the materials, design, application, construction and installation of foam plastic W f""1 E feet. Draftstopping shall divide the concealed space into approximately equal areas. Where the assembly is enclosed by a materials. UNIFIED SOIL VOLUME 2 EXISTING BUILDING CODE OF NEW YORK STATE solL CLASSIFICATION CHANGE 8 2020 floor membrane above and a ceilin membrane below, draftsto in shall be rovided in floor-ceilin assemblies under the R316.2 Lobelin and identification. Packs es and containers of foam lastic insulation and foam lastic insulation com onents delivered to GROUP SYSTEM SOIL DESCRIPTION DRAINAGE FROST HEAVE POTENTIAL 9 PP 9 P 9 9 9 P P P CHARACTERISTICS POTENTIAL U � 2020 FIRE CODE OF NEW YORK STATE following circumstances: the job site shall bear the label of an approved agency showing the manufacturers name, the product listing, product identification SYMBOL EXPANSION 0 � = 2. Floor framin is constructed of truss-t e o en-web or erforated members. and information sufficient to determine that the end use will comply with the requirements. Gw WELL GRADED GRAVELS, GRAVEL SAND MIXTURES, GOOD Low Low n U t 9 YP P P LrfILE OR NO FINES V 2020 MECHANICAL CODE OF NEW YORK STATE R 302.1.12.1 Materials. Draftsto In material shall be not less than 1 2 inch sum board, 3 8 inch wood structural R316.4 Thermal barrier. Unless otherwise allowed in Section R316.5, foam plastic shall be separated from pp' g / gyp / GP POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES, GOOD LOW LOW Z ^ , U 2020 PLUMBING C 0 D E: 0 F NEW YORK STATE panels. the interior of a building by an approved thermal barrier of not less than inch gypsum wallboafd. LRTLE OR NO FINES W N R316.5.3 Attics. The thermal barrier specified in Section R 316.4 is not required where all of the following apply: GROUP I Sw WELL GRADEEDrn�OR' O GRAVVELLY SANDS, coon Low Low H .�.� c°n 2020 PROPERTY MAINTENANCE CODE OF NEW YORK STATE AND NEPA 70 R302.13 Fire protection of floors. Floor assemblies that are not required elsewhere in this code to be fire-resistance rated, shall be 1. Attic access is required by Section R807.1. SP POORLY GRADED SANDS, OR GRAVELLY SANDS, U ■� U > - - coon Low Low 2020 NEW YORK STAT E ENERGY CONSERVATION CONSTRUCTION CODE- Provided With a 1/2 inch gypsum wallboard membrane, 5/8 inch wood structural panel membrane, or equivalent on the 2. The space is entered only for purposes of repairs or maintenance. LnTLE OR NO FINES � � Q N} underside of the floor framing member. 3. The foam plastic insulation has been tested in accordance with Section R316.6 or the foam plastic insulation is protected GM SILTY GRAVELS, GRAVEL SAND SILT MIXTURES MEDIUM Low I- t Exceptions: against ignition using 3/8 inch gypsum board. SM SILTY SAND, SAND SILT MIXTURES GOOD MEDIUM LOW V RESIDENTIAL PROVISIONS 4. Wood floor assemblies using dimension lumber or structural composite lumber equal to or greater than 2 inch by 10 inch. R316.5.11 Sill plates and headers. Foam plastic shall be permitted to be spray applied to sill plates and headers or installed in the Gc CLAYEY GRAVELS, GRAVEL SAND CLAY MIXTURES MEDIUM MEDIUM Low Z i D-co t M SECTION R101 perimeter joist space without the thermal barrier specified in Section R316.4 subject to all of the following: 0 u � " Section R303 1. The thickness of the foam lastic shall be not more than 31'4 inch. Sc CLAYEY SANDS, SAND CLAY MIXTURES MEDIUM MEDIUM LOW U o v GENERAL P ML INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR, = N Light, Ventilation and Heating 2. The density of the foam plastic shall be in the range of 0.5 and 2.0 pounds per cubic foot. SILTY OR CLAYEY FIND SANDS OR CLAYEY SILTS WITH MEDIUM HIGH LOW ❑ cI i o,.a The rovisions of the 202',0 Residential Code of NYS for One and Two Family Dwellings shall apply to the construction, alteration, R303.1 Habitable rooms. Habitable rooms shall have an aggregate glazing area of not less than 8 percent of the floor area of such 3. The foam plastic shall have a flame spread index of 25 or less and an accompanying smoke developed index of 450 or less GROUP 2 sucHT PLAsncITY U R101.2 P movement, enlargement, replacement, repair, equipment, use and occupancy, location, removal and demolition of detached one and rooms. when tested in accordance with ASTM E 84 or UL 723. cL INORGANIC CLAYS OF LOW TO MEDIUM LAYSTILEA two family dwellings and townhouses not more than three stories above grade plane in height with a separate means of egress Exceptions: GRAVELLY CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN MEDIUM MEDIUM MEDIUM Ur � CLAYS TO LOW d-Based Products A ainst Deca a and their accessory structures not more than three stories above grade plane in height. 1. The glazed areas need not be operable where the opening is not required by Section R310 and owhole-house Section R317 Protection of Wood and Woo g y R202 Definitions: mechanical ventilation system is installed in accordance with Section M1507. R317 All sills and plates on exterior foundation wall to be pressure preservatively treated in accordance with AWPA U1. R404.1.6 Height above finished grade. Concrete and masonry foundation walls shall extend above the finished grade adjacent to the ther that foundation at all oints minimum of e e n lal:in material that is continuous across all structural members without thermal bridges o 2. The lazed areas need not be installed in rooms where Exception 1 is satisfied and artificial light is provided that is Foundation wood girders: wood girders seated in exterior foundation walls to have min. 1/2 inch air space all sides or ends p a 4 inch s Wh re masa ry veneer is used and a minimum of 6 inches elsewhere. Continuous Insulation: Insu g 9 R404.1.7 Backfill placement. Backfill shall not be placed against the wall until the wall has sufficient strength and has been fasteners and service openings. It is installed on the interior or exterior or is integral to any opaque surface of the building capable of producing an average illumination of 6 footcandles (65 lux) over the area of the room at a height of 30 wrapped with aluminum flashing. envelope. inches above the floor level. R317.1 Location required. Protection of wood and wood-based products from decay shall be provided in the following locations by the use anchored to the floor above, or has been sufficiently braced to prevent damage by the back fill where the unbalanced Mezzanine: An intermediate level or levels between the floor and ceiling of any story. R303.8 Exterior stairway illumination. Exterior stairways shall be provided with an artificial light source located at the top landing of of naturally durable wood or wood that is preservative-treated in accordance with AWPA U1 for the species, product, preservative height of fill exceeds 4 feet. Windborne Debris Region: Areas within humcane-prone regions located within 1 mile of the coastal mean high water line where the stairway. Exterior stairways providing access to a basement from the outdoor grade level shall be provided with an and end use. Section R405 Foundation Drainage Z he ultimate desi n wind s eed (Vult) is 130 mph or greater. artificial light source located at the bottom landing of the stairway. R317.1.1. Field treatment. Field-cut ends, notches, and drilled holes of preservative-treated wood shall be treated in the field in R405.1 Concrete or masonry foundations. Drains shall be provided around concrete or masonry foundations that retain earth and 0 t g P enclose habitable or usable s aces located below rade. Drains a iles r v I r h - R301.1.1 Alternative rovisions. As an alternative to the requirements in Section R301.1, the following standards are permitted subject to the accordance with AWPA M4. P p g g g e e o crus ed sone drains, perforated pipe or � limitations of this co de and the limitations therein, Where engineered design is used in conjunction with these standards, the Section R305 R317.3 Fasteners and connectors in contact with preservative treated and fire retardant treated wood. Fasteners, including nuts and other approved systems or materials shall be installed at or below the top of footing or below the bottom of the slab and U design shall comply with the Building Code. Ceiling Height washers, and connectors in contact with preservative treated wood and fire retardant treated wood shall be in accordance with this shall discharge by gravity or mechanical means into an approved drainage system. Z) DITION '- " ' Minimum ceilin hei hts of 6'-8" in bathrooms, toilet section. The coating weights for zinc coated fasteners shall be in accordance with ASTM A 153. Stainless steel driven fasteners Exception: A drainage system is not required where the foundation is installed on well drained ground or sand gravel � 1. AWC Wood Frame Construction Manual (WFCM). (2015 E ) R305.1 Minimum height. Minimum ceiling heights of 7 0 In habitable rooms. g g R301.1.3 Engineered design. Where a building otherwise coiventionat construction contains structural elements exceeding the limits of Section rooms & laundry rooms. shall be in accordance with the material requirements of ASTM F 1667. mixture with soils according to the unified Soil Classification System, Group I Soils, as detailed in Table R405.1. R301 or otherwise not conforming to this code, these elements shall be designed in accordance with accepte e e rovisions and shall Exceptions: Z I demonstrate com liance of nonconventional elements with other applicab p an 6 feet 8 inches above an area R 319.1 Address identification. Buildings shall be provided with approved address identification. The address identification shall be legible Section R406 Foundation Waterproofing and Dampprooffng 0 The extent of such design need on y P n i eered desi n in accordance with the International 2. A shower or tub equipped with a showerhead shall have a ceiling height of not less th and laced in a position that is visible from the street or road fronting the property. Address identification characters shall R406.1 Concrete and mason foundation dam roofin . Exce t where re uired to be water roofed foundation walls that retain U be compatible with the performance of the conventional framed system. E g n 9 of not less than 30 inches by 30 inches at the showerhead. P rY PP 9 P q P v i dins and structures and arts thereof, included in the scope of this code. contrast with their background. Address numbers shall be Arabic numbers or alphabetical letters. Numbers shall not be spelled earth and enclose interior spaces and floors below grade shall be dampproofed from the higher of a the to of the W_ Building Code is permitted I.or bu I g P h the wind rovisions of this code using 3. Beams, girders, ducts or other obstructions in basements containing habitable space shall be permitted to project to within out. Each character shall be not less than 4 inches in height with a stroke with of not less than 0.5 inch. Where required by P R301.2.1 Wind design criteria. Buildings and portions thereof shall be constructed in accordance wit P 6 feet 4 inches of the finished floor. footing or (b) 6 inches below the top of the basement floor to the finished grade using a bituminous coating. 0 the ultimate desi n wind speed in Table R301.2(2) as determined from Figure R301.2(5)B. the fire code official, address identification shall be provided in additional approved locations to facilitate emergency response. IL M 9 R308.4 Hazardous locations. The locations specified in Sections R308.4.1 through R308.4.7 shall be considered to be specific Where access is by means of a private road and the building address cannot be viewed from the public way, a monument, pole 01.2.1.2 Protection of o enin s: Window glazing in windborne debris regions shelf be protected to meet the requirements of the large missile hazardous locations for the urposes of glazing. R3 P 9 P or other sign or means shall be used to identify the structure. Address identification shall be maintained. R406.3.3 Porous FiII. The space between the excavation and the foundation wall shall be backfilled with porous fill up to a height of 0 m test of ASTM E1996 & ASTIN E1886 per section 301.2.1.2.1. Garage door glazing shall meet impact-resisting standards or 9 � 9 P P � one-half of the backfill) heioght and covered with strips of 30 pound asphalt paper or 6 MIL polyethylene to permit water Z ANSI/DASMA 115. R308.4.2 Glazin Ad'acent to doors. Glazin in an individual fixed or o erable ane) ad'acent to a door shall be considered to be a hazardous location where the bottom exposed edge of the glazing is less than 60 inches above the floor. Section R321 Elevators and Platform Lifts seepage while avoiding infiltration of fine soils. The remainder of excavated area shall be backfilled with the same type of ❑ C) Exception: Wood structural panels with a thickness of not less than 7/16" and span not more than 8'-0" shall be permitted for 1. Where the glazing is within 24 inches of either side of the door in the plane of the door in a closed position. soil as was removed during excavation. opening protection. Panels shall be precut and attached to the framing surrounding the opening. Panels shall be predrilled and R 321.1 Elevators. Where provided, passenger elevators, limited use and limited application elevators or private residence elevators shall T 2. Where the glazing is on a wall less than 180 degrees from the plane of the door in a closed position and within 24 comply with ASME A17.1/CSA B44. R408.1 Ventilation. Crawl space vents: Provide 1 s.f. of venting per 150 s.f. of floor area unless ground surface is covered by a W secured with the attachment hardware provided. inches of the hinge side of an in-swinging door. TABLE R301.2(1) R308.4.6 Glazing adjacent to stairs and ramps. Glazing where the bottom exposed edge of the glazing is less than 36 inches above Re 321.2 Platform Lifts. Where provided, platform lifts shall comply with ASME A18.1. class one va it retarder material. If this retarder material is used, provide 1 s.f. of ventin r"� CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA the plane of the adjacent walking surface of stairways, landings between flights of stairs and ramps shall be considered to be P g per 1500 sn floor area. [____r Install vents within 3 feet of each comer of foundation. [-'� a hazardous location. Section R322 Flood Resistant Construction R408.4 Crawl space access panel to be min. 18" by 24". Openings through perimeter wall shall be not less than 16" by 24". I"'-J Wind Desi n _ SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER Air Mean R 322.1 General. Buildings and structures constructed in whole or in part in flood hazard areas, including A or V Zones and Coastal A ' 7� GROUND g DESIGN UNDERIAYMENT FLOOD Freezing Annual Exceptions: Zones, as established in Table R301.2 1 , and substantial im rovement and re air of substantial damn a of buildin s and SNOW SPEED Topographical Special Wind DESIGN FROST UNE HAZARDS " ( ) P P 9 9 R502.2.2 Blockin and subfloorin Blockin for fastenin ane) ed es or fixtures shall be a minimum of utilit rade lumber. H� TERMITE DECAY TEMP REQUIRED Index Temp 1. Glazin ad scent to welkin surface and rail is installed 34"-38 above landing. 9 9 9 9 P 9 Y 9 LOAD (mph) Effects Wind bourne CATEGORY WEATHERING DEPTH 9 f 9 structures in floor hazard areas, shall be designed and constructed in accordance with the provisions contained in this section. Subflooring shall be wood structural panels as specified in Section 503.2. Fireblocking shall be; of any grade lumber. Region Debris 2. Glazing 36 inches or more measured horizontally from the walking surface. Buildings and structures that are located in more than one flood hazard area shall comply with the provisions associated with the g P P 9 w O zone most restrictive flood hazard area. Buildings and structures located in whole or in part in identified floodways shall be designed R502.4 Joists under bearin artitions: Provide 2x full de th Blockin ® 48 o.c. max. where beam is not located under wall to Section R310 Emergency Escape and Rescue Openings and constructed in accordance with ASCE 24. allow for piping or vents. � _ �' MODERATE MUGHT To 10 R502.6 The ends of each oast, beam or Tiler shall have not less than 1 1 2 inches of bearin on wvood or metal and not less W 20 140 NO (B) SEVERE 36" TO HEAVY MODERATE Degrees Yes x 1500 UNFINISHED BASEMENTS IN A SINGLE FAMILY HOME & IN EACH TOWNHOUSE UNIT BASEMENT, ARE REQUIRED TO HAVE AT LEAST R 322.1.5 Lowest floor. The lowest floor shall be the lowest floor of the lowest enclosed area, including basement, and excluding any g / g ONE EMERGENCY ESCAPE AND RESCUE OPENING PER SECTION R310. (Egress window & window well) unfinished flood-resistant enclosure that is useable solely for vehicle parking, building access or limited storage provided that such than 3 inches of bearing on masonry or concrete or alternatively, the ends of joist shall be supported on a 1"x4" ribbon fn R310.1 Emer en escape and rescue opening required. Basement shall have not less than one operable emergency escape and enclosure is not built so as to render the building or structure in violation of this section. strip and shall be nailed to adjacent stud. 0 R301.2.1.4 Exposure category. 9 R 322.1.6 Protection of mechanical, plumbin and electricals stems. Electricals stems, a ui ment and com onents; heatin , ventilatin , air R502.7 Lateral restraint at supports. Joists shall be supported laterally at ends b full de th solid bfoclkin orb attachment to 1. Ex osure B. Urban and suburban areas, wooded areas or other terrain with numerous closely spaced obstructions having the rescue opening. g Y y q P P g g Y P 9 y m � / P i um o enin area. Emer enc and esca a rescue o enin s shall have a net clear opening of not less than 5.7 square conditioning; plumbing appliances and plumbing fixtures; duct systems; and other service equipment shall be located at or above band or rim joist. V � size of single family dwellings or larger. Exposure B shall be assumed unless the site meets the definition of another exposure. R310.2.1 Minm p 9 9 Y P p 4gs shot and the net clear width shall be not less than 20 the elevation required in Section R322.2 or R322.3. R502.8.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural ❑ 2. Ex osure C. Open terrain with scattered obstructions having a height less than 30 feet extending more than 1500 feet. feet. The net clear height opening shall be not less than 2 lue-laminated members, cross-laminated timber members or I-oists are rohibited exce t where ermitted b the ^ O P II obstructed area. Includes flat o en count and grassland. inches. Exception: Locating electrical systems, equipment and components; heating, ventilating, air conditioning; plumbing appliances and 9 J P P P Y Exposure D extends downwind 600 feet from the partla y P rY r window is rovided as the emer enc esca a and rescue opening, it shall have a sill height of plumbing fixtures; duct systems; and other service equipment is permitted below the elevation required in Section R322.2 or manufacturers recommendations or as shown on these drawings. nobstructed areas ex osed to wind flowing over open water for a distance of not less tan 5000 feet. R310.2.2 Window sill height. the e a P 9 y P e rovided with a window well in R322.3 provided that they are designed and installed to prevent water from entering or accumulating within the components and R502.11.1 Wood Truss Design. Wood trusses shall be designed in accordance with approved engineering practice & be prepared by a 3. Exposure D. Flat, u P not more than 44 inches above the floor; where the sill height is below grade, it shall b p Exposure D extends downwind 600 feet from the unobstructed area. accordance with Section R310.2.3. to resist hydrostatic and hydrodynamic loads and stresses, including the effects of buoyancy, during the occurrence of flooding to registered truss design professional where required by the statues of the jurisdiction in which tihe project is to be P4 R310.2.3 Window Wel►s. The horizontal area of the window well shall be not less than 9 square feet with a horizontal projection and the design flood elevation in accordance with ASCF24. Electrical wiring systems are permitted to be located below the required constructed. ( ' R301.3 Story Height. The wind provisions of this code shall apply to buildings with story heights not exceeding 11 feet 7 inches and the width of not less than 36 inches. The area of the window well shall allow the emergency escape and rescue opening to be elevation provided that they conform to the provisions of the electrical part of this code for wet locations. v laterally unsupported bearing wall stud height permitted by Table R602.3(5). Individual walls or wall studs shall be permitted to fully opened. R 322.1.7 Protection of water su I and sanita sewn e s stems. New and re lacement water su I s stems shall be desi ned to PPY rY 9 Y P PPY Y 9 Section R506 Concrete Floors (On Ground) � exceed these limits as ermitted by Chapter 6 provisions, provided that story heights are not exceeded. An engineered design ith a vertical de th reater than 44 inches shall be a ui ed with a ermanentl affixed minimize or eliminate infiltration of flood waters into the system in accordance with the plumbing provisions of this code. F- P ha ter 6 are exceeded. Where the sto hei ht limits R310.2.3.1 Ladder and steps. Window wells w p g q PP P Y - R506.1 Concrete slab on grades to be min 3-1/2 inches thick. shall be rovided for the vwall or wall framing members where the limits of C p rY 9 ndow in the full o en osition. Ladders or run s shall have an inside width of not less R 322.1.8 Flood resistant materials. Building materials and installation methods used for flooring and interior and exterior walls and wall Q P thereof to resist wind loads shall be in ladder or steps usable with the wi y p p 9 R506.2.2 Base. A 4 inch thick base course consisting of clean graded sand, gravel, crushed stone, crushed concrete or crushed F_ of this section are exceeded, the design of the building, or the noncompliant portions than 12 inches, shall project not less than 3 inches from the wall and shall be spaced not more than 18 inches on center coverings below the elevation required in Section R322.2 or R322.3 shall be flood damage-resistant materials that conform to the accordance with the Building Code. rovisions of FEMA TB-2. blast-furnace slag passing a 2-inch sieve shall be placed on the prepared subgrade where the; slab is below grade. U vertically for the full height of the window well. P Drains e. Window wells shall be designed for proper drainage by connecting to the building's foundation drainage system R 322.2.2 Enclosed area below design flood elevation. Enclosed areas, including crawl spaces, that are below the Exception: Abase course is not required where the concrete slab a installed on well-drained or sand-gravel mixture soils Z R302.2 Townhouses. Common Wallis separating townhouses shall be• assigned a fire-resistance rating in accordance with Section R302.2, R310.2.3.2 g classified as Group I according to the United Soil Classification System In accordance wit a .e R405.1. re uired b Section R405.1 orb an a roved alternative method. design flood elevation shall: W ed b two townhouses shall be constructed without plumbing or mechanical equipment, ducts q y Y PP _ d sole) for arkin of vehicles buildin access or store e. 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 Item 1 or 2. The common wall shat y I xtend to and be Exception: A drainage system for window wells is not required where the foundation is on well-drained soil or sand gravel 1. a use y p g g g Il. The wall shall be rated for fire ex osure from both sides and she I e shall be placed between the concrete floor slab and the base course or the prepared subgrade where no base course D ti vents n the cavity of t:he common er ? mixture soils in accordance with the United Soil Classification System, Group I soils, as detailed in Table R405.1. 2. Be provided with flood openings that meet the following criteria and are installed in accordance with Section R322.2.2.1: tight against exterior walls and the underside of the roof sheathing. Electrical installations shall be in accordance with Chapters " 2.1 The total net area of non-e ineered o enin s shall be not less than 1 s uare inch for each s uare foot of enclosed area exists. The vapor retarder is not required for Garages, u I I y w Ings an o er un ea a accessory structures. U 34 through 43. Penetrations of the membrane of common walls for electrical outlet boxes shall be in accordance with Section R311.6 Hallways: min. 36 clear width. 9 P 9 q q R302.4. R311.7 Stairways where the enclosed area is measured on the exterior of the enclosure walls. Section R602 Wood Wall Framin 0 4 is rovided the common wall shall be not less than a 1-hour i a s shall be not less than 36 inches in clear width at all points above the permitted handrail height and below R 322.2.2.1 Installation of openings. The walls of enclosed areas shall have openings installed such that: 1. Where a fire sprinkler system in accordance with Section .290 p R311.7.1 Width. Sta rw y es f e ch enclosed area• if a buildin has more than one enclosed R602.3 Design and construction. Components of exterior walls shall be fastened in accordance with Tables R602.3(1) through fire-resistance-rated wall assembly tested in accordance with ASTM E 119 or UL 263. the required headroom height. The clear width of the stairway at and below the handrail height, including treads and landings, 1. There shall be not less than two openings on different sid o a 9 R602.3(4). Wall sheathing shall be fastened directly to framing members and shall confirm to the requirements of Table 2. Where a fire sprinkler system in accordance with Section P2904 is not provided, the common wall shall be not less than a shall be not less than 31 1X inches where a handrail is installed on one side of 27 inches where handrails are provided on area below the design flood elevation, each area shall have openings. 2-hour-resistance-rated v+all assembly tested in accordance with ASTM E 119, UL 263, or section 703.3 of the Building Code. both sides. 2. The bottom of each opening shall be not more than 1 foot above the higher of the final interior grade or floor and the R602.3(3). TABLE R302.1(1) R311.7.2 Headroom. The headroom in stairways shall be not less than 6 feet 8 inches. finished exterior grade immediately under each opening. EXTERIOR WALLS R311.7.3 Vertical rise. A flight of stairs shall not have a vertical rise larder than 151 inches (12.58') between floor levels or landings. 3. Openings shall be permitted to be installed in doors and windows; doors and windows without installed openings do not meet TABLE R602.3(1� FASTENING SCHEDULE MINIMUM MINIMUM FIRE R311.7.5.1 Risers. The riser height shall be not more than 8 1/4 per supplement. the requirements of this section. EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE R311.7.5.2 Treads. The tread depth shall be not less than 9 inches per supplement. R 322.3 Coastal high-hazard areas (including V Zones and Coastal A Zones, where designated) Elevation requirements. DISCRIPTION FASTENING (o,b,c,d) ME 1. Buildings and structures erected within coastal high-hazard areas and coastal A Zones, shall be elevated so that the bottom of FIRE-RESISTANCE RATED t HouR 0 feet R311.7.5.3 Nosings. A nosing projection not less than 3/4 inch and not more than 1 inches shall be provided on stairways with solid the lowest horizontal structural members supporting the lowest floor, with exception of piling, pile caps, columns, grade beams and 1. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE THREE 8D COMMON. TOE NAIL n ^ r WALLS NOT FIRE-RESISTANCE RATED o HouRs 25 feet risers. bracing, is elevated to or above the base floor elevation plus 1 foot or the design flood elevation, whichever is higher. 2. CEILING JOISTS TO TOF PLATE THREE SD COMMON. TOE NAIL H - - r- - CO PROJECTIONS FIRE-RESISTANCE RATED 1 HOUR ON THE UNDERSIDE t2 feet to <5 feet R311.7.8 Handrails shall be provided on not less than one side of each flight of stairs with four or more risers. 2. Basement floors that are below grade on all sides are prohibited.R 322.3.3 Foundations. Buildings and structures erected in TABLE R302.1(2) R311.7.8.4 Continuity. Handrails for stairways shall be continuous for the full length of the flight with winders, at landings, or over coastal high-hazard areas and Coastal A Zones shall be supported on pilings or columns. 3. CEILING JOISTS (NOT ,.'CHED TO RAFTER), LAPS THREE 16D COMMON FACE NAIL O N N M M N EXTERIOR WALLS- DWELLINGS WITH FIRE SPRINKLERS lowest tread. OVER PARTITIONS MINIMUM MINIMUM FIRE Exceptions: Section R325 Mezzanines 4. CEILING JOIST TO PA LLEL RAFTERS + LAPS TABLE R802.5.1(9) FACE NAIL EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE 1. Handrails shall be permitted to be interrupted by a newel post at the tum. R 325.2 Mezzanines. The clear height above and below mezzanine floor construction shall be not less than 7 feet. Habitable attics shall 5. COLLAR TIE TO RAFTERS THREE 10D EACH FACE NAIL FIRE-RESISTANCE RATED 1 HOUR 0 feet R311.7.10.1 Spiral Stairways. Spiral stairways are permitted provided that the clear with at and below the handrail is not less than 26 comply with section R325.6 wAlas inches and the walkline radius is not reater than 2 Inches. Each tread shall have a de th of not less than inches at 6. RAFTER F ROOF TRUSS TO PLATE THREE IOD COMMON 2 ON SIDE + 1 ON OTHER TOE NAIL NOT FIRE-RESISTANCE RATED o HouRs 3 feet 9 � � P � R 325.3 Area limitation. The aggregate area of a mezzanine or mezzanines shall be not greater than one-third of the floor area of the the walkline. All treads shall be identical, and the rise shall not be more than 91 inches. Headroom shall not be less than 6 room or space in which they are located. The enclosed portion of a room shall not be included in a determination of the floor 7. ROOF RAFTERS TO RIDGE, VALLEY OR HIP THREE IOD COMMON. TOE NAIL R302.2.3 Continuity. The fire-resistance-rated wall or assembly separating townhouses shall be continuous from the foundation to the feet 6 inches. area of the room in which the mezzanine is located. RAFTERS underside of the roof sheathin , deck or slab. The fire-resistance rating shall extend the full length of the wall or assembly, R 311.8 Ramps. R 325.4 Means of egress. The means of egress for mezzanines shall comply with the applicable provisions of Section R311. 8. STUD TO STUD NO AT BWP TWO 16D COMMON. END NAIL g ( ) 16D COMMON AT 24"O.C. FACE NAfL including wall extensions through and separating attached enclosed assessor structures. 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 R 325.5 Openness. Mezzanines shall be open and unobstructed to the room in which they are located except for walls not more than 36 iii vertical in 12 units horizontal (8.3 percent slope). All other ramps shall have a maximum slop of 1 unit vertical in 8 units inches in height, columns and posts. 9. STUD TO STUD (AT BRACED WALL PANEL) 16D COMMON AT 16"O.C. FACE NAIL z z z z z z R302.2.4 Parapets for townhouses. 0 0 6 0 0 0 1. The ora et shall extend not less than 30 inches above the roof surfaces. horizontal (12.5 percent). Exception: Where it is technically infeasible to comply because of site constraints, ramps shall Exceptions: 10. BUILT UP HEADER, TWO PIECES 16D COMMON AT 16"O.C. ALONG EACH EDGE FACE NAIL cn � in � cn � P P g P ( p ) p q P Y g9 9 is not re uired in the recedin two cases where the roof covering complied with a minimum Class C ratin have a slo a of not more than t unit vertical in 8 units horizontal 12.5 ercent . 1. Mezzanines or onions thereof are not re uired to be o en to the room in which the are located, provided that thea re ate I1. CONTINUOUS HEADER TO STUD FOUR 8D COMMON." TOE NAIL W Exception: A parapet q P 9 as tested in accordance with ASTM E 108 or UL 790 and the roof decking or sheathing is of noncombustible materials or approved R 312.1 Guardrails: Porches, balconies, and stair landings 30" above floor or grade to be installed with 36" high railings, balusters not floor area of the enclosed space is not greater than 10 percent of the mezzanine area. 12. TOP PLATL=S TO TOP PLATE 16D COMMON ® 16 0/C FACE NAIL fire-retardant-treated wood for a distance of 4 feet on each side of the wall or walls or one layer of 5/8 inch Type X gypsum to allow passage of a sphere 4 inches or more in diameter. 2. In buildings that are not more than two stories above grade plane and equipped throughout with an automatic sprinkler system 13. DOUBLE TOP PLATES SPLICE 8-16D COMMON FACE NAIL � board is installed direct) beneath the roof decking or sheathing, supported by not less than nominal 2 inch (51 mm) ledgers 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 in accordance with Section R313, a mezzanine shall not be required to be open to the room in which the mezzanine is located. Y ON EACH SIDE OF END JOINT (24'MIN IJW SPICE N attached to the sides of the roof framing members, for a distance of not less than 4 feet on each side of the wall or walls and the finished floor and greater than 72 inches above the finished grade or the other surface below on the exterior of the R401.4.1 In lieu of a complete geotechnical evaluation footings shall be placed on rock, sand gravel and/or gravel, sand, silty sand, LENGTH EACH SIDE OF END JOINT) o . any openings or penetrations in the roof are net within 4 feet of the common walls. building, the operable window shall comply with one of the following: clayey sand, silty gravel or clayey grave? with a presumptive design load bearing value of 2,000 PSF. Do not place footings 14. BOTTOM PLATE TO JOIST OR BLOCKING (NOT AT BWP) 16D AT 16"O.C. FACE NAIL N 3. A parapet is not required where roof surfaces adjacent to the wall or walls are at different elevations and the higher roof is 1. Operable windows with opening that will not allow a 4 inch diameter sphere to pass through the opening where the on soil that consists primarily of clay or silt or have any inorganic material or fill. more than 30 inches above the lower roof. The common wall construction from the lower roof to the underside of the higher roof opening is in its largest opened position. deck shall have not less than a 1-hour fire-resistance rating. The wall shall be rated for exposure from both sides. TABLE R402.2 Concrete: A 28 day minimum compressive strength (f'c) is required at the following locations: 15. BOTTOM PLATE TO JOIST OR BLOCKING AT BWP 2-16D AT 16"O.C. FACE NAIL R302.2.6 Structural independence. Each individual townhouse shall ti structurally independent. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F 2090. 2. Basement walls exposed to weather: 3000 psi plus 5 to 7% air entrainment 16. TOP OR BOTTOM PLATE TO STUD TWO 16D COMMON. END NAIL 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. 3. Porch slabs, steps, and garage slabs: 4000 psi plus 5 to 7% air entrainment FOUR 8D COMMON. TOE NAIL Z F� Exceptions: R312.2.2 Window opening and control devices. Window opening control devices shall comply with ASTM F 2090. The window opening R 403.1.4.1 Frost protection: Bottom of all footings to be at least 36" below grade. 17. TOP PLATES, LAPS AT CORNERS + INTERSECTION 2-16D COMMON FACE NAIL P4 1. Foundations supporting exterior walls or common walls. control device, after operation to release the control device allowing the window to fully open, shall not reduce the net clear 5. Townhouses se arotE:d b a common wall as provided in Section R302.2, Item 1 or 2 opening area of the window unit to less than the area required by Section R310.2.1. R 403.1.5 Stepped Footings: Step footing 1 ft vertical maximum on 2 feet horizontal where slope of footing bottom exceeds 10% 21. JOIST TO SILL, TOP PLATE, OR GIRDER THREE 8D COMMON. TOE NAIL � 0 R302.3 Two-family dwellings• Dwelling units in two-family dwellings shall be separated from each other by wall and floor assemblies having R 403.1.3.6 Isolated concrete footings. In detached one and two family dwellings that are three stories or less in height and constructed w IL not less than a 1-hour fire-resistance rating where tested in accordance with ASTM E 119 or UL 263 or section 703.3 of the Section R313 Automatic Fire Sprinkler Systems with stud bearing walls, isolated plain concrete footings supporting columns or pedestals are permitted. 22. RIM JOIST OR BLOCKING TO SILL OR TOP PLATE 8D COMMON ® 6 0/C TOE NAIL } 27. BUILT UP GIRDERS AND BEAMS 2X LUMBER 20D COMMON AT 32"O.C. T&8 STAGGERED FACE NAIL AT EACH LAYER -I m hall extend to and be ti ht a ainst the exterior wall, and wall in a hei ht of three stories above rade lane shall be R 403.1.6 Foundation Anchorage: Wood sole plates at exterior walls on slabs and all wood foundation wall sill plates shall be anchored W o Building Code. Fire-resistance-rated floor/ceiling and wall assemblies s 9 9 R313.1 Townhouse automatic fire sprinkler systems. Townhouses haw g g 9 P assemblies shall extend from the foundation to the underside of the roof sheathing. equipment throughout with an automatic sprinkler system. with l� inch diameter anchor bolts spaced as shown on the plans and details. Bolts shall extend a minimum of 7 inches into 28. 2X LEDGER THREE 16D COMMON AT EACH JOIST OR RAPIER. FACE NAIL � Y concrete and located in the middle third of the width of the plate. A nut and washer shall be tightened on each anchor bolt. 31. WOOD STRUCTURAL PANELS: SUBFLOOR, W w W Exceptions: R313.1.1 Design and installation. Automatic residential fire sprinkler systems for townhouses shall be designed and installed in w w 6D COMMON (WALL) 6 o/c at edges and _ 1 A fire-resistance rating of hour shall be permitted in buildings equipped throughout with an automatic sprinkler system installed accordance with Section .2904 or NEPA 13D. 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 ROOF, AND WALL SHEATHING TO FRAMING X o each plate section. Plates shall be protected against decay and termites. 8D COMMON (R00� 12 o/c at interior in accordance with NFPA 13. R313.2 One and two family dwellings automatic fire systems. One and two family dwellings having a height of three stories above 8D COMMON (SUBFLOOR) supports (see note f) R302.3.1 Supporting construction. Where floor assemblies are required to be fire-resistance rated by Section R302.3, the supporting grade shall be equipped throughout with an automatic sprinkler system. o TABLE R404.1.2 1 a. All nails are smooth-common, box or deformed shanks except where otherwise stated. Nails used for framing and sheathing � construction of such assemblies shall have an equal or greater fire-resistance rating. R313.2.1 Design and installation. Automatic residential fire sprinkler systems shall be designed and installed in accordance with Section ( ) R302.5.1 0 enin Protection. Honeycomb-core steel doors not less than 1 3/8 inches thick, or 20 minute fire-rated doors, equipped with a .2904 a NEPA 13D. Minimum Horizontal Reinforcement for Concrete Basement Walls connections shall have minimum average bending yield strengths as follows: 80 ksi for shank diameter of 0.,192" (20d common nail), 0 W Z P 9 w w w k ' r shank diameters I r er hon 0. 4 u r k i eters) self-closing device. Doors, from garage into habitable space: 45 min. fire rated with self - closing device or automatic - closing d. sI fo a g t 1 2 l t not larger than 0.177, and 100 ksi fo Shan dam of 0.142 or less. a MAXIMUM UNSUPPORTED � W device. Balconies and decks. Sprinkler protection shall be provided for exterior balconies, decks and ground floor patios of HEIGHT OF BASEMENT LOCATION OF HORIZONTAL REINFORCEMENT d. 4-foot-by-8 foot or 4 foot by 9 foot panels shall be applied vertically ❑ EFF--��1 R 02.5.2 Duct Penetration. Ducts in the arae and ducts penetrating the wolfs or ceilings separating the dwelling from the garage shall be dwelling units where the building is of Type V construction. Sidewall sprinklers that are used to protect such areas WALL (FEET) w Intermediate supports shall be spaced 6 inches on center for a minimum of 48 inch distance from ridges, eaves and gable end F T q 3 9 9 walls and 4 inches on center to gable end wall framing. 1-�-�I constructed of a minimum No. 26 gage sheet steel or other approved material and shall not have openings into the garage. shall be permitted to be located such that their deflectors are within 1 inch to 6 inches below the structural s8 ONE No. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY = R302.6 Dwelling-garage fire separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply members and a maximum distance of 14 inches below the deck of the exterior balconies and decks that are AND ONE NO. 4 BAR NEAR MID- HEIGHT OF THE WALL STORY U with Section R302.5. Attachment of gypsum board shall comply with Table R702.3.5. The wall separation provisions of Table R302.6 constructed of open wood joist construction. ONE N0. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY R602.3(5) 2x4 wall studs c'. 16 inches on center with a maximum height of 10 feet shall support a maximum of one floor plus � m shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall. >8 AND ONE NO. 4 BAR NEAR THIRD POINTS IN THE WALL STORY roof/ceiling assembly. 2x6 wall studs at 16 inches on center with a maximum height of 10 ffeet shall support a maximum Z g / yp 9 9 9 YP 9YP PP Section R314 Smoke Alarms of two floor plus roof/ceiling assembly. Exceptions: Where designed by in accordance with acccepted engineering practice or K TABLE R302.6 Gara a walls: 5 8 inch t e X ypsum board on arae side, 1/2 inch t e X sum board ono osite wall side at habitable w J where the ultimate desi n wind s eed is less than or a ual to 130 m h 2X6 2 rade studs su orcin a roof load with Q areas. Garage ceiling: 5/B type X gypsum board R314.1 General. Smoke alarms shall comply with NFPA 72 and Section R314. 9 P q P ' i 9 PP 9 Z 9 v Flame S read & Smoke Densit Index. R309.2.1: Wall & ceiling finishes shall have a flame spread classification of not greater than tin s. Smoke alarms shall be listed in accordance with UL 217. Combination smoke and carbon monoxide alarms shall TABLE R404.1.2(8) Minimum Vertical Reinforcement for 8, 10 and 12 inch Concrete Basement Walls not more than 6 feet'of tributary length shall have a maximum wall height of 18 feet when spaced at 16 inches on 0 0 0 U) R302.9 p Y R314.1.t Us g 200. R30.9.2: Wall & Ceiling finishes shall have a smoke developed index of not greater than 450. Tested in accordance with ASTM be listed in accordance with UL 2034. center and 20 feet where spaced at c inches on center. MINIMUM VERTICAL REINFORCEMENT BAR R602.3.2 Top plate. Wood stud walls shall be capped with a double top plate installed to provide overiwpping at comers and W : E84 or UL 723. SIZE AND SPACING (INCHES) intersections with bearing partitions. End joints in top plates shall be offset not less than 24 inches. Joints in plates 11 C R314.3 Location. Smoke alarms shall be installed in the following locations. D VkSD & R302.11 Fire blocking shall be provided in wood-framed construction in the following locations: 1. In each sleeping room. MAXIMUM UNSUPPORTED MAXIMUM UNBALANCED DESIGN LATERAL SOIL PRESSURE OF need not occur over studs. Plates shall be not less than 2 inches nominal thickness and have; a width not less than the U_ �5 o,DERT Cy y�T 1. In concealed spaces of stud walls and partitions, including furced spaces and parallel rows of studs or staggered studs, as 2. Outside each separate sleeping area in the immediate vicinity of the bedrooms. WALL HEIGHT BACKFILL HEIGHT 45 PSF PER FOOT OF DEPTH Width of the studs. 0 �` F� F (� (FES Do not backfill with any soil containing silt or clay. I'•"' � 2 �- L0 0,A follows: 4. Smoke alarms shall be installed not less than 3 feet (914 mm) horizontally from the door or opening of a bathroom that R602.6 Drilling and notching of dimensional lumber to conform to sections R602.6, R602.6.1, and figure R602.6(1). Notching & `� 2 1.1 Vertically at the ceiling and floor levels. WALL THICKNESS (INCHES) 2 < contains a bathtub or shower. 8 10 12 bored hole limitations for exterior walls and bearing walls, figure R602.6(2) Notching and bored hole limitations for interior W .� s°'z * 1.2 Horizontally at intervals not exceeding 10 feet. R314.3.1 Installation near cooking appliances. Smoke alarms shall not be installed in the following locations unless this would prevent 2. At interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. lacement of a smoke alarm in a location required by Section R314.3. 8 7 NR NR NR non bearing walls & figure R602.6.1 top plate framing to accommodate piping. 16 gage and 1.5 inch wide metal tie = : 4 3. In concealed spaces tletween stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall comply with P fastened across and to the plate at each side of the notch with 8-10d nails each side. Follow manufacturers U . 1L 1. Ionization smoke alarms shall not be installed less than 20 feet (6096 mm) horizontally from a permanently installed 9 8 5 m at NR NR specifications for engineered products. (figure R602.6.1) (q '�' `°`"'w-'-`� Section R302.7. 10 9 6 O 41 5 O 22 NR 4. At openings around vents, pipes, ducts, cables and wires at ceiling and floor level, with an approved material to resist the free cooking appliance. The material filin this annular s ace shall not be re uired to meet the ASTM E 136 2. Ionization smoke alarms with an alarm-silencing switch shall not be installed less than 10 feet (3048 mm) horizontally ❑ '9j, az38�o ,�� passage of flame and products of combustion. g P q from a permanently installed cooking appliance. NR denotes no reinforcing required. �F NE.� ' requirements. 5. For the fire blocking of chimneys and fireplaces, see Section R1003.19. 3. Photoelectric smoke alarms shall not be installed less than 6 feet (1828 mm) horizontally from a permanently installed Locate vertical bars 1Y4" clear from inside face of walls. The center of bars shall not vary from this by more than inch. 6. Fire blocking of cornices of a two-family dtwelling is required at the line of dwelling unit separation. cooking appliance. R302.11.1 Fireblocking materials. Except as provided in Section R302.1, Item 4, ffreblocking shall consist of the 4. R 314.4 Interconnection. Where more than one smoke alarm is required to be installed within an individual dwelling unit followin materials. in accordance with Section R314.3, the alarm devices shall be connected in such a manner that the actuation of one alarm 0 1 6 0 2 3 9 will activate all of the alarms in the individual dwelling unit. �T 1. Two-inch nominal lumber. Ul � IT l M DEL A� 1 2. Two thicknesses of 1" nominal lumber with broken lap joints. Section R315 Carbon Monoxide Alarms W � SHEET NUMBER Q 3. One thickness of 23/32 inch wood structural panels with joints backed by 23/32 inch wood structural panels. R315.1 General. Carbon monoxide alarms shall be provided in accordance with section 915 of the Fire Code of NYS. 4. One thickness of 3/4 inch particleboard with joints backed by 3/4 inch particleboard. \ Q M /� Z 5. One half inch gypsum board. 1 0 1 ' �.O D EL AL1 � _ 6. One quarter inch cement based millboard. <J 1 1 1. 0 7. Batts or blankets of mineral wool or glass fiber or other approved materials installed in such a manner as to be securely W retained in place. 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED TABLE R602.3(3) TRUSS IDENTIFICATION SIGN U Requirements for 'Wood Structural Panel Wall Sheathing Used to Resist Wind Pressures (a,b,c) Z N1101.11.1 (R303.2.1) Protection of exposed foundation insulation. Insulation applied to the exterior of basement walls, crowlspace walls and P2607.2 Pipes penetrating exterior walls. Where a pipe penetrates an exterior wall, waterproof seal shall be made on the exterior of the PART 1265. RESIDENTIAL STRUCTURES WITH TRUSS L MINIMUM NAIL PANEL NAIL ULTIMATE DESIGN the perimeter of� slab-on-grade floors shall have rigid, opaque and weather-resistant protective covering to prevent the degradation wall by one of the following methods: TYPE CONSTRUCTION, PRE-ENGINEERED WOOD 2 ^ E SPACING WIND SPEED V ult of the insulations thermal performance. The protective covering shall cover the exposed exterior insulation and extend not less 1. A waterproof sealant applied at the joint between the wall and the pipe. CONSTRUCTION AND/OR TIMBER CONSTRUCTION (mph) than 6 inches 153 mm below rade. 2. A flashing of on approved elastomeric material. 6" DIA. _ m MINIMUM MINIMUM MAXIMUM WALL ( ) g WOOD NOMINAL PANEL STUD SPACING WIND EXPOSURE N1101.14 (R401.3) Certificate (Mandatory). A permanent certificate shall be completed by the builder or other approved party and posted on P2801.6 Required pan. Where a storage tank-type water heater or a hot water storage tank is installed in a location where water leakage REFLECTIVE REO 0 �}� V U SIZE PENETRATION STRUCTURAL THICKNESS (INCHES) EDGES FIELD CATEGORY a wall in the where the furnace is located, a utility room or an approved location inside the building. from the tank will cause damage, the tank shall be installed in a pan constructed of one of the following: PANTONE (PMS) $187 V 0- w (INCHES) PANEL SPAN (INCHES) (INCHES D.C.) (INCHES D.C.) TABLE N1102.1.2 (R402.1.2) 1. Galvanized steel or aluminum of not less than 0.0236 inch (0.6010 mm) in thickness. Z n ' RATING W 8 C D Insulation and fenestration Requirements by Component 2. Plastic not less than 0.36 inch (0.9 mm) in thickness. \ / � ,r v O 4 � to U 8d 16 6 12 170 140 135 3. Other approved materials. }' - COMMON 1.75 24/16 7/16 CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENT SLAB CRAWL A plastic an installed beneath a as-fired water heater shall be constructed of material having a flames read index of 25 or F_FLECTIVE = e I V •r-N ZONE n U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE & SPACE P P 9 9 P R602.3.5 Braced wall panel uplift load path. Braced wall panels located at exterior walls that support roof rafters or trusses U-FACTOR SHGC R-VALUE R-VALUE R-VALUE DEPTH WALL less and a smoke developed index of 450 or less when tested in accordance with ASTM E84 or UL723. M I 0 RWHITE � � N (including stories below top story) shall have the wall sheathing and fasteners designed to res ist combined uplift and shear R-VALUE fA J-_ w2Z - forces in accordance with accepted engineering practice. 4 EXCEPT 0.32 0.55 0.40 49 20 OR 13+5h 8/13 19 10/13 10,2 ft 10/13 Section T101 Scope 1/4" Z sin f° rn MARINE T101.1 General. The provisions shall be applicable for new construction where solar-ready provisions are required. 1/2" O Q w C Cl) R802.11 Rafter or truss uplift force. U For rafters at 16"o/c in 130rnph wind speed. Roof pitch > 5/12 Exposure B N1102.2.2 (R402.2.2) Ceilings without attic spaces. Where section N1102.2 would require insulation levels above R-30 and the design of the TRUSS IOEN71FlCAlION SIGN STROKE o `r / roof/ceiling assembly does not allow sufficient space for the required insulation, the minimum required R-value for such Section T102 General Definitions COMPLIANCE WITH 19 NYCRR 1264 U M 00 Span (ft) 12 18 24 28 32 36 42 48 / 9 Y 226 247 281 314 roof/ceiling assemblies shall be R-30. The insulation shall extend over the top of the wall plate to the outer edge of plate Solar-Ready Zone. A section or sections of the roof or building overhang designated and reserved for the future installation of a SIGNS IDENTIFYING THE EXISTANCE OF TRUSS CONSTRUCTION SHALL CONSISTS OF A CIRCLE 6'IN � M Uplift Force # 117 149 182 203 without compression. The reduction of insulation from the requirements of Section N1102.1.2 shall be limited to 500 sf (46 m2) or solar Increase x1.09 for pitch < 5/12. Increase x 1.5 for 24"o/c spacing. Increase x 1.32 for 140 mph. 20 percent of the total insulated ceiling area, whichever is less. COLOR.T WITH A STROKE WIDTH OF 1 2.THE SIGN BACKGROUND SHAM EF REFLECTIVE WHINE IN c° sum board and sum ane) products to wood framing shall be Type W or Type S in photovoltaic or solar thermal system. COLOR.THE CIRCLE AND CONTENTS SHALL�REFLECTIVE RED M COLOR,CONFORMING TO PANIONE (,9 R702.3.5.1 Screw fastening. Screws for attaching gyp gypsum P P N1102.2.4 (R402.2.4) Access hatches and doors. Access doors from conditioned spaces to unconditioned spaces such as attics and crawl MATCHING SYSTEM(PMS)X187. P4 a accordance with ASTM C 1002 and shall penetrate the wood not less than 5/8 inch. spaces shall be weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. Section T103 Solar-Ready Zone SECTION 1265.4.SIGN OR SYMBOL11 R702.4 Ceramic Tile. Exception: vertical doors that provide access from conditioned to unconditioned spaces shall be permitted to meet the fenestration T103.2 Construction document requirements for solar ready zone. Construction documents shall indicate the solar-ready zone. THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BY AFFIXED TO THE ELECTRICAL BOX ATTACHED arami boards. Materials used 0s backers for wall file in tub and shower areas and wall panels in shower area shall be of requirements of Table R1102.1.2 based on the applicable climate zone specified in Chapter 3. T103.3 Solar-ready zone area. The total solar-ready zone area shall be not less than 300 square feet (27.87 m2) exclusive of NO THE EXTERIOR OF THE RESIDENTIAL STRUCTURE PROVIDED,HOWEVER,THAT: IS AFFIXING THE SIGN OR R702.4.2 B SYMBOL TO THE ELECTRICAL BOX WOULD OBSCURE ANY METER ON THE ELECTRIC BOX,OR F THE UTILITY materials listed in Table R702.4.2, and installed in accordance with the manufacturer's recommendations. N1102.2.8 (R402.2.8) Floors. Floor framing-cavity insulation shall be installed to maintain permanent contact with the underside of the mandatory access or set back areas as required by the International Fire Code. New multiple single-family dwelling (townhouses) PROVIDING ELECTRICAL SERNCE TO THE RESIDENTIAL STRUCTURE DOES NOT ALLOW THE SIGN OR SYMBOL TABLE R702.4.2 subfloor decking. three stories or less in height above grade plane and with a total floor area less than or equal to 2,000 square feet (185.8 m2) TO BE AFFIXED TO THE ELECTRICAL BOX,THE SIGN OR SYMBOL SHALL BE AFFIXED TO THE EXTERIOR Backer Board Materials N1102.2.9 (R402.2.9) Basement walls. Walls associated with conditioned basements shall be insulated from the top of the basement wall per dwelling shall have a solar-ready zone area of not less than 150 square feet (13.94m2). The solar-ready zone shall be WALL OF THE RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRICAL BOX.THE Z down to 10 feet (3048 mm) below grade or to the basement floor, whichever is less. Walls associated with unconditioned composed of areas not less than 5 feet (1.52m) in width and not less than 80 square feet (7.44 m2) exclusive of access or set SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED PRIOR TO THE ISSUANCE OF A CERTIFICATE O MATERIAL basements shall meet this requirement unless the floor overhead is insulated in accordance with Section N1102.1.2 and N1102.2.8. back areas as required by the International Fire Code. OF OCCUPANCY OR A CERTIFICATE OF COMPLIANCE STANDARD GLASS MAT GYPSUM BACKING PANEL ASTM C 1178 FIBER REINFORCED GYPSUM PANELS ASTM C 1278 N1102.4.2 (R402.4.2) Fireplaces. New wood-burning fireplaces shall have tight-fitting flue dampers or doors, and outdoor combustion air. T103.4 Obstructions. Solar-ready zones shall be free from obstructions, including but not limited to vents, chimneys, and roof-mounted WOOD ROOF TRUSS SPECIFICATIONS: 0 NONASBESTOS FIBER-CEMENT BACKER BOARD ASTM C 1288 OR ISO 8336, CATEGORY C Where using tight-fitting doors on factory-built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested equipment. IND WING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE and listed for the fireplace. T103.7 Roof load documentation. The structural design loads for roof dead load and roof live load shall be clearly indicated on the BUILDING CODE. W NONASBEST05 FIBER MAT REINFORCED CEMENTITIOUS BACKER UNITS ASTM C 1325 (- construction documents. fn TABLE R703.8.1 TABLE N1102.4.1.1 (R402.4.1.1) T103.9 Electrical service reserved space. The electrical service panel shall have a reserved space to allow installation of a dual pole 5/8 INCH THICK ROOF SHEATHING IS TO BE USED, WHEN ROOF TRUSSES ARE SPECIFIED AS THE ROOF FRAMING MEMBERS. Z Allowable Spans for steel lintels supporting masonry veneer Air Barrier and Insulation Installation circuit breaker for future solar electric installation and shall be labeled "For Future Solar Electric". The reserved space shall be 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: 0 SIZE OF STEEL ANGLE NO STORY ONE STORY Two sroRiEs positioned at the opposite (load) end from the input feeder location or main circuit location. D (EQUATION 16-8) U a,c (inches) ABOVE ABOVE ABOVE I GENERAL REQUIREMENTS A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE BUILDING ENVELOPE. D + L (EQUATION 16-9) W L3x3x1/4 6'-0" 4'-6' 3'-0' THE EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINUOUS AIR BARRIER. E 39017 Outdoor outlets. A water proof outlet is required for any size, deck, porch, or balcony that is accessible from inside dwelling unit. D + S (EQUATION 16-10) .BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. At least one installed at the front and back of dwelling units. D + .6W (EQUATION 16-12) LL u '� L4x3x1/4 8'-0" 5'-0" 4'-6" II CEILING/ ATTIC THE AIR BARRIER IN ANY DROPPED CEILING/ SOFFIT SHALL BE ALIGNED WITH THE INSULATION AND ANY E 3901.9 Garage Outlets. Garage receptacle, outlets must be serviced by a separate branch circuit that does not supply other outlets. At D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) � C'1r', 1_50.5x3/16 10'-0" e'-a" 6'-0" GAPS IN THE AIR BARRIER SEALED. least one receptacle outlet is required for each car space in a ora e ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE WALL DOORS TO UNCONDITIONED ATTIC SPACES SHALL P q P garage.' D = DEAD LOAD, L = LIVE LOAD, S = SNOW LOAD, W = LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL BE DETERMINED IN ACCORDANCE Z C) 1_6x3.50/4 14'-0" 9'-6" 7'-0" BE SEALED. E 3902.14 Location of GFCI outlets. All GFCI outlets must be placed in readily accessible locations. WITH CHAPTER 26 TO 30 OF ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND SPEED (101 MPH BASIC DESIGN WIND SPEED) IN EXPOSURE ❑ WALLS THE JUNCTION OF THE FOUNDATION AND THE SILL PLATE SHALL BE SEALED. CATEGORY B. r_..� a. Long leg of the angle shall be placed in a vertical position. THE JUNCTION OF THE TOP PLATE AND THE TOP OF THE EXTERIOR WALLS SHALL BE SEALED. c. Minimum bearing to be 6". KNEE WALLS SHALL BE SEALED. DESIGN LOADS: TABLE R301.7 ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: r--� R703.12 Adhered mason 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 THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD UP LOADS AS REQUIRED BY masonry DOORS SEALED. THE FOLLOWING LIVE LOADS: ALLOWABLE ASCE7-10 , TCDL = 15 PSF, BCLL=IOPSF, AND BCDL = 10 PSF. PROVIDE ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE NOTED R703.12.1 Clearances. On exterior stud walls, adhered masonry veneer shall be installed: 1. Minimum of 4 inches (102 mm) above the earth RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER ROOF: STRUCTURAL MEMBER DEFLECTION ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. GROUND SNOW LOAD 20PSF FROM FIGURE R301.2(6) R703.12.2 Flashing at foundation. A corrasion-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 MINIMUM DISTRIBUTED LIVE LOAD PER TABLE R301.5 TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75". >.-,plastic with a minimum vertical attachment ff 1 inch (25 GARAGE)AND CANTILEVERED Rafters having slopes greater than 1_/180 �� lange of 3 % inches (89 mm) shall be installed to extend a minimum o (FOR SOLAR READY ROOF DESIGN LOAD ADD: 24 POUNDS 3:12 with no finished ceiling attached TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN 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 PER LINER FOOT DEAD LOAD FOR ROOF FRAMING) O R703.8.2.2. Support by roof construction. A steel angle shall be placed directly on top of the roof construction. The roof supporting SPACE SHALL BE SEALED. t0 rafters DRAWINGS SHALL INCLUDE THE FOLLOWING INFORMATION: construction for the steel angle shall consist of not fewer than three 2 inch by 6 inch wood members for wood construction. A FLOORS: 40 PSF 1. DEPTH, SLOPE (IF ANY), SPAN, AND SPACING. � W" wood member abuttingthe vertical wall stud construction shall be anchored with not fewer than three 5/8 inch diameter by 5 inch GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE AND CONDITIONED SPACES. BALCONIES AND DECKS: 40 PSF Interior walls and partitions H/180 2. LOCATION OF ALL JOINTS. W W UNINHABITABLE ATTIC W/O STORAGE: 10 PSF 3. REQUIRED BEARING WIDTHS. lag screws to every wood stud spacing. Each additional wood roof member shall be anchored by the use of two 10d nails at RECESSED LIGHTING RECESSED LIGHT FIXTURES INSTALLED AT IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO Floors and ceilings W brittle finish L/360 every wood stud spacing. Install flashing and weep holes. The maximum height of the brick veneer above the lintel shall be 12 THE DRYWALL, AIRTIGHT AND IC RATED. UNINHABITABLE ATTIC WITH STORAGE: 20 PSF g / 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. feet 8 inches, with max 7:12 roof pitch. See figures R03.8.2.1 & R703.8.2.2. SHOWER/ TUB ON THE AIR BARRIER INSTALLED AT EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS SHALL SEPARATE THEM HABITABLE ATTIC W FIXED STAIRS: 30 PSF All Other structural members L/240 4.2. TOP CHORD DEADLIVE LOAD. 0 Masonry veneer shall be anchored to the the supporting wall studs with corrosion resistant metal ties embedded in EXTERIOR WALL FROM THE SHOWERS AND TUBS. 4.3. BOTTOM CHORD DEA LOAD. p0 R703.8.4 Anchorage. a ry ULTIMATE DESI,N WIND SPEED: 130 MPH FROM FIGURE R301.2(4)A Exterior walls with plaster or stucco finish 1_/180 4.4. BOTTOM CHORD DEAD LOAD. mortar or grout and en endint) into the veneer a minimum 1-1/2 inches, with not less than 5/8 inch mortar" or grout cover to ELECTRICAL/ PHONE BOX THE AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL OR COMMUNICATION BOXES OR AIR SEALED 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. ❑ w outside face. minimum tie size= 22 US gage. Minimum tie fastener = 8d common nail. Airspace= Nominal 1 between sheathing & ON EXTERIOR WALLS BOXES SHALL BE INSTALLED. EXPOSURE CATEGORY: 8 FROM R301.2.1.4 Exterior Walls With brittle finishes 1_/180 4.6.ADJCONUSTMENTS WIND LOADS. O veneer. EAch tie shall support not more than 2.67 square feet of wall area and shall be spaced not more than 32" on center SEISMIC DESIGN CATEGORY: a FROM FIGURE 301.2.2 (exempt 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. PP from seismic provisions of code per Exterior walls with flexible finishes L/180 6. EACH REACTION FORCE AND DIRECTION. > �� - horizontally and 24 inches on center vertically. N1102.4.5 (R402.4.5) Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage P P 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR P4 shall be located beneath the first course of masonry above finished ground level above the foundation wall or slab and at between conditioned and unconditioned spaces. All recessed luminaires shall be IC-rated and labeled as having an air leakage rate R301.2.2) Lintels supporting masonry veneer L/600 EXCEPT WHERE SYMMETRICALLY R703.8.5 Flashing U other points of support., includin structural floors, shelf angles and lintels where masonry veneers are designed in accordance with not more than 2.0 cfm (0.944 L/s) when tested in accordance with ASTM E 283 ata 1.57 psf (75Pa) pressure differential. All PRESUMPTIVE LOAD-BEARING VALUE OF SOIL: 2,000PSF Per TABLE LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLANES. o P PP 9 8. LUMBER SIZE SPECIES AND GRADE FOR EACH MEMBER. section R703.8. recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. R401.4.1 Includes soil classes: GW, GP, SW, SP, SM, SC, R703.8.6 Weepholes shall be provided in the outside wythe of masonry walls at a maximum spacing of 33 inches on center. Weepholes shall C402.4 (R402.4.6) Tenant Separation Walls (Mandatory). Fire Separations between dwelling units in two-family dwellings and multiple GM, and GC. 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. I- not be less than 3/16 inch in diameter. Weepholes shall be located immediately above the flashing. single-family dwellings (townhouses) shall be insulated to no less than R-10 and the walls shall be air sealed. 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. Q NOTE: Soils with cloy or clay and silt will require a redesign 11. MAXIMUM AXIAL COMPRESSION FORCES THE TRUSS MEMBERS. R703.14.2 Fire Separation. Polypropylene siding shall not be Llstalled on walls with a fire separation distance of less than 5 feet (1524 mm) of building footings. 12. REQUIRED PERMANENT TRUSS MEMBER B and walls closer than 10 feet (3048 mm) to a buiding on another lot. Section N1103 (R403) BRACING LOCATIONS. F- � WOOD FLOOR TRUSS SPECIFICATIONS: ~ U Exception: Walls perpendicular to the line used to determine the fire separation distance. Systems R801.3 Roof drainage in areas where expansive soils or collapsible soils are known to exist: All dwellings shall have a controlled method of N 1103.1 (R403.1) Controls (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. A B B R EV(ATI 0 N S WOOD FLOOR TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF water disposal from roofs that will collect and discharge roof drainage to the ground surface not less than 5 feet from foundation THE BUILDING CODE. W walls or to an approved drainage system. N 1103.1.1 (R403.1.1) Programmable thermostat. The thermostat controlling the primary heating or cooling system of the dwelling unit shall A.B. ANCHOR BOLT D.S. DOWNSPOUT LT. WT. LIGHTWEIGHT RNG RANGE 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: Z) R802.1.5.4 Labeling each piece of Fire-retardant treated lumber and wood structural panels shall be labeled per section 802.1.1. be capable of controlling the heating and cooling system on a daily schedule to maintain different temperature set points at A.F.F. ABOVE FINISH FLOOR DTL DETAIL LT. LIGHT R.O. ROUGH OPENING 0 different times of the day. This thermostat shall include the capability to set back or temporarily operate the system to maintain ADJ. ADJACENT/ADJUSTABLE LVR. LOUVER R. RISER D + L (EQUATION 16-9) U R802.4.2 Framing details. Rafters shall be framed not more than 1 % inches (38 mm) offset from each other to ridge board or directly zone temperatures down to 55'F (13'C) or up to 85'F(29'C). The thermostat shall initially be programmed by the manufacturer A.F.T. ABOVE FINISH TREAD �' EACH opposite from each other with a collar tie. 802.3 Ridge board shall be not less than 1 inch (25 mm) nominal thickness and not with a heating temperature set point no higher than 70'F (21'C) and a cooling temperature set point no lower than 78'F (26'C). ALUM. ALUMINUM E.J. EXPANSION JOINT LT. LAUNDRY TUB RND ROUND less in depth than the cut end of the rafter. At valleys and hips there shall be a valley or hip rafter not less than 2 inch ANCH. ANCHOR ELEC. ELECTRICAL MAS. MASONRY S.C. SAWCUT D = DEAD LOAD, L = LIVE LOAD, and not less in depth than the cut end of the rafter. Hip and valley rafters shall be supported at N1103.2 (R403.2) Hot water boiler outdoor temperature setback. Hot water boilers that supply heat to the building through one or two pipe ANGLE ELEV. ELEVATION MAT. MATERIAL SCHEM. SCHEMATIC (51 mm) nominal thicknessP the rid e b a brace to a bearing partition or be designed to carry and distribute the specific load at that point. Where the roof heating systems shall have an outdoor setback control that lowers the boiler water temperature based on the outdoor temperature. EQ. EQUALFLOR TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING LGN g y 9 ARCH. ARCHITECTURAL MAX.MAXMAXIMUM SHLF SHELF TCLL = 40 PST, TCDL = 10 PSF, AND BCDL = 5 PSF pitch is less than three units vertical in 12 units horizontal (25 percent slope), structural members that support rafters and ceiling N1103.3 (R403.3) Ducts. Ducts and air handlers shall be installed in accordance with Sections N1103.3.1 through N1103.3.8. ® AT EQUIP EQUIPMENT MDO MEDIUM DENSITY OVERLAY SHT. SHEET joists, such as ridge beams, hips and valleys, shall be designed as beams. N1103.3.1 (R403.3.1) Insulation (Prescriptive). Supply and return ducts in attics shall be insulated to a minimum of R-8 where 3 inches EXPANSION H. MECHANICAL SIM. SIMILAR TRUSSES SHALL HAVE A MAXIMUM LIVE LOAD DEFLECTION OF 1_/480 AND A TOTAL LOAD DEFLECTION OF THE LESSER OF 1_/360 OR .75". EXT. EXTERIOR MIN. Where ceiling joists or rafter ties are not provided, the ridge formed by these rafters shall be supported by a wall or girder (76.2 mm) in diameter and greater and R-6 where less than 3 inches (76.2 mm) in diameter. Supply and return ducts in other BD. BOARD MINIMUM S.S. STAINLESS STEEL ( ) ' g BLDG. BULDING EE. EACH END STEEL TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN designed in accordance with accepted engineering practices. 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 �-• R802.7.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural glue-laminated where less than 3 inches (76.2 mm) in diameter. BM BEAM M.O. MASONRY OPENING DRAWINGS SHALL INCLUDE THE FOLLOWING INFORMATION: MIL. METAL STRICT. STRUCTURAL members, cross-laminated timber members or I-joists are prohibited except where permitted by the manufacturers Exception: Ducts or portions thereof located completely inside the building thermal envelope. BTM BOTTOM F/C FLOOR COVERING CHANGE SUSP. SUSPENSION 1. DEPTH, SPAN, AND SPACING. BLKG. BLOCKING 2. LOCATION OF ALL JOINTS. recommendations or where the effects of such alterations are specifically considered. SLIDING GLASS DOOR N1103.3.2 (R403.3.2) Sealing (Mandatory). Ducts, air handlers and filter boxes shall be sealed. Joints and seams shall comply with section F.D. FLOOR DRAIN N.I.C. NOT IN CONTRACT SQ. 3. REQUIRED BEARING WIDTHS. ui C5 ,7 w R802.8.1 Bridging. Rafters and ceiling joists having a depth to thickness ratio exceeding 6 to 1 based on nominal dimensions shall be M1601.4.1. ERG. BEARING EDN. FOUNDATION (NTS) NOT TO SCALE SQ. SQUARE supported laterally by solid blocking, diagonal bridging (woods metal) or a continuous 1 inch by 3 inch wood strip nailed across BRK BFiCK 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. N N I� N a0 Exceptions: FLR. FLOOR TB TOWEL BAR 4.2. TOP CHORD DEAD LOAD. o � N M CO n; the rafter or ceiling joists at intervals not exceeding 8 feet. BSMT BASEMENT FP FIREPLACE T & G TONGUE AND GROVE 4.3. BOTTOM CHORD LIVE LOAD. '-0" unless otherwise noted on Ian. 1. Air-impermeable spray foam products shall be permitted to be applied without additional joint seals. CENTER LINE O.C. ON CENTER 4.4. BOTTOM CHORD DEAD LOAD. �L F.R. FIRE RATED TGS TOP OF GRADE SLAB R802.9 Trimmer joist: single header and trimmer for openings up to 4'-O* and doubled over 4 P 2. For ducts having static pressure classification of less than 2 inches of water column (500 Pa), additional closure systems shall C.M.U. CONCRETE MASONRY UNIT FIRM FRAME OPER. OPERATOR TFW TOP OF FOUNDATION WALL 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. Connect with tecos for header joist spans of 6'-O' and greater. not be required for continuously welded joints and seams, and locking-type joints and seams of other than the snap-lock and C.J. CONTROL JOINT OPNG. OPENING TYPICAL 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. R806.3 Vent and insulation clearance. Where eave or cornice vents are installed, blocking, bridging, and insulation shall not block the free button-lock types. COL.. COLUMN FT FOOT / FEET T 6. EACH REACTION FORCE AND DIRECTION. flow of air. Not less than a 1 inch space shall to provided between the insulation and the roof sheathing and at the location of OPT. OPTIONAL FFG FOOTING O.S.B. ORIENTED STRAND BOARD T TREAD 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR the vent. N1103.3.3 (R403.3.3) Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage. CONC. CONCRETE N1103.4 (R403.4) Mechanical system piping insulation (Mandatory). Mechanical system piping capableofcarrying fluids above 105'F (41'C) GA. GAUGE TR TOWEL ROD EXCEPT WHERE SYMMETRICALLY COND. CONDITION OZ. OUNCE TRPL TRIPLE LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. CONT. CONTINUOUS GALV. GALVANIZED 1 R ONE ROD Section R807 Attic Access or below 55'F (13'C) shall be insulated to a minimum of R-3.N1103.7(R403.7) Equipment sizing and efficiency rating (Mandatory). G.C. GENERAL CONTRACTOR / 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on building loads calculated in accordance CONST. CONSTRUCTION 1/g ONE SHELF U.N.O. UNLESS NOTED OTHERWISE 9, CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. R807.1 Attic access. Buildings with combustible ceiling or roof construction shall have on attic access opening to attic areas that have a GEN. GENERAL 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 with ACCA Manual J or other calculated in accordance with ACCA Manual J or other approved heating and cooling calculation CTSK. COUNTERSUNK GYP PC POURED CONCRETE 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD, z z z z z z g ( ) g q ( ) 9 methodologies. C.O. CASED OPENING GYPSUM VERT. VERTICAL 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. 0 0 0 0 0 0 be measured from the top of the ceiling framing members to the underside of the roof framing members. N1103.6 (R403.6) Mechanical ventilation (Mandatory) The building shall be provided with ventilation that meets the requirements of the 2015 CANT. CANTILEVER G L GLUE LAM PPL PLATEBD. PARTICLE BOARD VERIFY IN FIELD 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. V.I.F. rn rn V5 rn 6 E0 HGT. WASHER The rough opening :shall be not less than 22 inches by w inches pens mm by 762 mm) and shall be located in a C.T. CERAMIC TILE HEIGHT W Lu w w w w w g p International Mechanical Code (as amended), the 2015 International Residential Code (as amended), or the New York City HDWR. HARDWARE PTL. PANEL W WITH * pRAFTSTOPPING: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED 'SPACE OF AFLOOR-CEILING tr rr rr o: rr rY hallwayor other readily accessible location. Where located in a wall, the opening shall be not less than 22 inches wide by 30 CLG. CEILING / Construction Codes, as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have C.M. CROWN MOULD HORZ. HORIZONTAL,HORIZONTALLY PWD. PLYWOOD WD. WOOD ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE: FEET. DRAFTSTOPPING SHALL inches high (559 mm wide by 762 mm high). Where the access is located in a ceiling, minimum unobstructed head-room in the automatic or gravity dampers that close when the ventilation system is not operating. attic space shall be 30 inches (762 mm) at some point above the access measured vertically from the bottom of ceiling framing C.R. CHAIR RAIL HD.WD. HARDWOOD PF. PREFABRICATEDWELDED WIRE FABRIC MEMBDIVIDERANE THE CONCEALEDXE ATELYPROVIDED EQUAL AREAS. WHERE THE ASSEMBLY E ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING members. See Section M1305.1.3 for access requirements where mechanical equipment is located in attics. W.W.F. MEMBRANE BELOW, CONSTRUCTED SHALL BE PROVIDED IN FLOOR-CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: m HR. HOUR PR. PAIR WO OR W/0 WALKOUT a,00R FRAMING IS CONSTRUCTED OF TRUSS-TYPE OPEN-WEB OR PERFORATED uF►„1RFRS N Section N1104 (R404) Electrical Power and Lighting Systems D DRYER HDR. HEADER PROJ. PROJECT / PROJECTED WINDOW "' ` N1104.1 R404.1 Lighting and equipment Mandato Not less than 90 percent of the permanently installed lighting fixtures shall contain only PENNY HB HOSE BIB PSI POUNDS PER SQ. IN. WNDW MATERIALS: DRAFTSTOPPING MATERIAL SHALL BE NOT LESS THAN 1/2 INCH GYPSUM BOARD, 3/8 INCH WOOD STRUCTURAL PANELS. o Section R902 Fire Classification ( ) g g (Mandatory). P P Y 9 9 y DBL DOUBLE PSF POUNDS PER SQ.FT. TYPICAL ROOF & FLOOR TRUSS NOTES: a R 902.1 Roofing covering materials. Roof shall be covered with materials as set forth in Sections R904 and R905. Class A, B or C high-efficacy lamps. DIA. DIAMETER I.D. INSIDE DIAMETER roofing shall be installed in jurisdictions designated by law as requiring their use or where the edge of the roof is less than 3 INGR. IN GROUND QUAD. PRESSURE TREATED line. Class A B and C roofing required b this section to be listed shall be tested in accordance with Section M1305 Appliance Access DNR. DIRECTION INSUL. INSULATION QUAD. QUADRUPLE * TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND MANUFACTURE OF feet (914 mm) from a lot 9 q Y DN DOWN STM E 108. M1305.1 Appliances access for inspection service, repair and replacement. Appliances shall be accessible for inspection, service, repair and OR. DOOR INT. INTERIOR REQ'D REQUIRED METAL-PLATE-CONNECTED WOOD TRUSSES SHALL COMPLY WITH ANSI/TPI 1. THE TRUSS DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY � UL 790 or REF. REFER TO REFERENCE A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF NEW YORK. ounted photovoltaic panel system installed on or above the roof covering replacement without removing permanent construction, other appliances, or any other piping or ducts not connected to the DW DISH WASHER I.S. INSIDE CORNER Z R 902.4 Rooftop mounted photovoltaic panel system. Rooftop m p p Y RMS. ROOMS * TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT WOOD MEMBERS CLAMPED IN RIGID W and identified with a fire classification in accordance with UL 2703. Class A. B or C photovoltaic panel appliance being inspected, serviced, repaired or replaced. A level working space not less than 30 inches deep and 30 inches wide DWG. DRAWING JOINT REINF. REINFORCING,REINFORCED FIXTURES DURING ASSEMBLY TO INSURE TIGHT FITTING JOINTS. 2 � ca shall be tested, listedCD system shall be installed in jurisdictions designated by law as requiring their use or where the edge of the roof is less than 3 (762 mm by 762 mm) shall be provided in front of the control side to service an appliance. KSI KIPS PER SQUARE INCH * TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. THE CONTRACTOR IS 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 RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN 0 m 03.2.1 Exposed wall flashing required to have akick-out where the save of the roof intersects a wall to prevent water intrusion into the enough to allow removal of the largest appliance, but not less than 30 inches (762 mm) high and 22 inches (559 mm) wide and DESIGNED AND INSTALLED TO PREVENT ROTATION AND PROVIDE LATERAL STABILITY IN ACCORDANCE WITH ACCEPTED INDUSTRY PRACTICE SUCH AS W o RSI p 9 q wall assembly. not more than 20 feet (6096 mm) long measured along the centerfine of the passageway from the opening to the appliance. THE SBCA BUILDING COMPONENT SAFE TY INFORMATION (BCSI) GUIDE TO GOOD PRACTICE FOR HANDLING, INSTAWNG & BRACING OF METAL PLATE > Y R 905.1.2 An ice barrier/ water shield shall be installed per manufacturers specifications, to maintain product warranty. Carry down M1307.3 Elevation of ignition source. Appliances having an ignition source shall be elevated such that the source of ignition is not less CONNECTED WOOD TRUSSES. LLI w front of fascia, min 4" typical. Apply ice & water shield in fair weather when the air, roof deck and membrane are at than 18 inches (457 mm) above the floor in garages. * TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE APPROVAL OFA o a degrees Fahrenheit or higher. Ice protection requirements per table R301.2(1). Install ice & water M 1502 Clothes dryer duct maximum length not to exceed 35' from the connection to the transition duct and reduced 2-1/2 inches for GRAPHIC SYMB0LS REGISTERED DESIGN PROFESSIONAL. Z v temperatures of 40 g 9 P q shield at all eaves, gable ends, hips & valleys. On roofs slopes less than 4:12, entire roof to receive ice & water every 45 degree bend and 5 feet for each 90 degree bend. Install booster fan for additional lengths. Clothes dryer exhaust system * THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY' BRACING HAS (� shield. shall comply with code section M1502 listed and labeled in accordance with UL2158A. Exhaust duct size shall comply with code BEEN DESIGNED AND INSTALLED FOR THE INSTILLATION OF THE TRUSSES. . 9 o section M1506. WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: ~ R 905.2.2 Slope. Asphalt shingles shall be used only on roof slopes of two units vertical in 12 units horizontal (2:12) or greater. For roof ® STRUCTURAL CALC. REFERENCE 0 � slopes from two units vertical in 12 units horizontal (2:12) up to four units vertical in 12 units horizontal (4:12), double DET Z p DETAIL REFERENCE - All general notes unless otherwise noted on plans or product specifications. ❑ � a slopes from application rt required in accordance with Section R905.1.1.. G2415.7 (404.7) Protection against physical damage: Where piping is installed through holes or notches in framing members and the piping SHT _ All applicable state & local codes, ordinances and regulations if any. :' Y C-> teal stainless steel aluminum or copper roofing nails, minimum 12 is located less than 1 '� inches (38 mm) from the framing member face to which wall, ceiling or floor membranes will be FLOOR FINISH CHANGE I'n areas where the drawings do not address methodology, the contractor shall be bound to perform strict R 905.2.5 Fasteners. Fasteners for asphalt shingles shall be galvanized s PP 9 5 inch 3 mm shank with a minimum 3 8 inch diameter (9.5 mm) head, complying with ASTM F 1667, of a length to attached, the pipe shall be protected by shield plates that cover the width of the pipe and the framing member and that extend gage [0.105 ( )] / compliance with manufacturers specifications and / or recommendations. iii coo less than % inch 19.1 mm into the roof sheathing. Where the roof sheathing is not less than 4 inches (51 mm) to each side of the framing member. Where the framing member that the piping passes - General contractors and subcontractors to review these construction documents upon receipt from architect V 0 penetrate through the roofing materials and not I ( ) 9 less than '/. inch (19.1 mm) thick, the fasteners shall penetrate through the sheathing. through is a bottom plate, bottom track, top plate or top track, the shield plates shall cover the framing member and extend not # DOOR / HARDWARE TYPE and report any and all discrepancies including any dimensional conflicts, immediately to architect for � r less than 4 inches (51 mm) above the bottom framing member and not less than 4 inches (51 mm) below the top framing 0 on 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 DET _ _ _ DET BUILDING SECTION corrective measures prior to construction. z 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 member. Where siding is rovided on G2426.7.1 member. Door swing. Appliances and equipment vent terminals shall be located such that doors cannot swing within 12 inches SHT SHT - DO NOT SCALE DRAWINGS. DIMENSIONS SHALL BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. � w or into the gutter. Where siding is provided on the vertical sidewall onto the roof or into the gutter. W g p PARTITION TYPE - The general notes and typical details apply throughout the job unless otherwise noted or shown. 0 the vertical side wall, the vertical le of the flashing shall be continuous under the siding. Where anchored masonry veneer is (305 mm) horizontally of the vent terminal. Door stops or closures shall not be installed to obtain this clearance. 9 YP PP Y 9 9 • rflashin shall be A mechanical draft venting system, excluding direct vent appliances, shall terminate not less than 4 feet below, 4 feet horizontally - DISCREPANCIES: The contractor shall compare and coordinate all drawings; when in e opinion o e - provided on the vertical sidewall, the base flashing shall be Crowded in accordance with this section and counts g G2427.8 9 Y 9 contractor, a discrepancy exists, the contractor shall promptly report it to the architect for proper provided in accordance with Section R703.7.2.2. from or 1 foot above any door, operable window or gravity air inlet into any building. The bottom of the vent terminal shall be R 905.2.8.5 Drip edge. A drip edge shall be provided at eaves and rake edges of shingle roofs. Adjacent segments of drip edge shall be located not fess than 12 inches above finished ground level. adjustment before proceeding with the work. p EREfl RCy hall extend not less than 1 inch 6.4 mm below the roof sheathing The vent terminal of a direct vent appliance with an input of 10,000 BTU per hour or less shall be located not less than 6 inches - OMISSIONS: In the even certain feature of the construction are not fully shown on the drawings, their U 0�5�OgER cyF�� overlapped not less than 2 inches (51 mm). Drip edges s /� ( ) 9 and extend up back onto the roof deck not less than 2 inches (51 mm). Drip edges shall be mechanically fastened to the roof from any air opening into the building. Such an appliance with an input over 10,000 BTU per hour but not over 50,000 BTU per construction shall be of the same character as for similar conditions that are shown or noted elsewhere on F. < z ,n. C� deck at no more than 12 'inches (305 mm) o.c. with fasteners as specified in Section R905.2.5. Underloyment shall be installed hour shall be installed with a 9 inch vent termination clearance. the construction document set. Q : - jl< `� over the drip edge along eaves and under the dip edge along rake edges. The vent terminal of a direct vent appliance with an input of over 50,000 BTU per hour shall be located not less than 12 inches - All work is to be performed in a professional manner and in accordance with best practice and consistent * .; I * R 1001.1 Masonry fireplaces & chimneys to be constructed in accordance with Section R1001 and the applicable provisions of Chapters 3 from any air opening into the building. with manufacturers and supplier's recommended installation procedures. and 4 of this code. - The architect has not been retained to perform framing inspections and / or field inspection. The architect .�.S,._. 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 Section G2439 (614) Clothes Dryer Exhaust than 3 feet above the highest point where the chimney passes through the roof. G2439.1 (614.1) Installation. Clothes dryers shall be exhausted in accordance with the manufacturers instructions. Dryer exhaust systems is therefore not responsible for any and all conflicts including weatherazation, water proofing and framing 0236�o y0� 9 P S be independent of all other systems and shall convey the moisture and any products of combustion to the outside of the with respect to the construction documents. PURSUANT TO SECTION 69.5 (b) OF THE NEW YORK STATE EDUCATION DEPARTMENT, REGULATIONS OF THE COMMISSIONER ❑ : ��F NES Section R1004 Factory-Built Fireplaces building. ("REGULATIONS' , 8 NYCRR 69.5, ENTITLED "SEALS", AN ARCHITECT WHO SEALS "PLANS, SPECIFICATIONS AND REPORTS" MUST PLACE I • ••.••• .•••.•••• ••• •••• • •••I. •••.•..- R 1004.1 Factory built fireplaces shall be listed and labeled and shall be installed in accordance with the conditions of the listing. Factory G2439.4 (614.5) Dryer exhaust duct power ventilators. Domestic dryer exhaust duct power ventilators shall be listed and labeled to UL 705 . built fireplaces shall be tested in accordance with UL 127. for use in dryer exhaust duct system. The dryer exhaust duct power ventilator shall be installed in accordance with the A STAMPED WARNING ON THE SEALED DOCUMENT INDICATING THAT: R IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING B NUMBER UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER AND ITEM IN ANY WAY. R 10004.5 Gasketed fireplace doors. A gasketed fireplace door shall not be installed on a factory built fireplace except where the fireplace manufacturer's instructions. system has been specifically tested, listed and labeled for such use in accordance with UL 127. 2 0 16 0 2 3 - R 1006.1 Factory built or masonry fireplaces shall be equip)ed with an exterior air supply to ensure proper fuel combustion unless the room Section P2607 Waterproofing of Openings W is mechanically ventilated and controlled so that the indoor pressure is neutral or positive. See sections R1006.1.1- R1006.5. p2607,1 Pipes penetrating roofs. Where a pipe penetrates a roof, a flashing of lead, copper, galvanized steel or an approved elastomeric UNITS 107 Al ) t.J� Q SHEET NUMBER material shall be installed in manner that prevents water entry into the building. Counterflashing into the opening of pipe serving Energy Efficiency as a vent terminal shall not reduce the required internal cross-sectional area of the vent pipe to less than the internal = -1" 2 N1101.10.1.1 (R303.1.1.1) Blown or sprayed roof/ ceiling insulation. The thickness of blown in or sprayed roof / ceiling insulation (fiberglass or cross-sectional area of one pipe size smaller. 11 cellulose) shall be written in inches (mm) or markers that are installed at least one for every 300 square feet (28 ms) throughout 108 - the attic space. The markers shall be affixed to the trusses or joists and marked with the minimum initial installed thickness with U) numbers not less than 1 inch (25 mm) in height Each marker shall face the attic access opening. Spray polyurethane foam W thickness and installed R-value shall be listed on certification provided by the insulation installer. COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED -- WHEN NOT ALI6NED WITH RAFTER, U) ^ , CONNECT KING STUDS TO TOP PLATE Z W GS-40 X 24"MIN. ROOF FRAMING WRAP 1-1/41X22 6A,6ALV.COIL STRAP W � 11 Gs�o ATTAat TOVER TOP OF TOP PLATE AND NAIL OR 2xb X 4h'MK OF a?O"RA MR6 CRIPPLE STUDS � ^ 8 ATTA0 TO WA PAR 2x AGQ LEDGER W/2-3/8"x5" LA6 DBI.TOP PLATE 16"O.G. U ai or a?0*0 RNRRg __ ROOF BOLTS o 16"OG INTO STUDS Q 4-oodD SEE PL1W 6M PLAN SIMP50N STRONS-TIE 2X BLOGKING Q U A35 o EVERY R2 AT 2 END BAYS 2X4 5TUD WALL OR Z ^ , t CEILING JOIST OR 6 BLESTRB�ACX5 O W L- 5A ISON STIR" 5 416 M STRONG 0 -- T12U55 BOTTOM CHORD SIMPSON H2 CONNECTOR 0 EA. `� P- '�'� � � ti t SIMPr_ON STRONG TiE H2 8D NAILS -TE 110 -TE MA H5 a E\` STRONG-TIE 8d NAILS TTP. RD6E'TRAPS 5T4YL DE ATTAGti®TO EK.H PAR OP OPPOSM6 RAFTtRS. ALTBINATE TO RIDGE STRAP H3 o EVERY RR RAFTER TO STUD AND KIN65 U ■P-'I U > TYP. PaP170:RPM STRAPS ARE NOr F lLM WHEN C4M TES GF PROVIDE 2x4 COLLAR TiE AT (�,IHEN ALI6NED) NGfi1NH v4GR 4X4 L1IIEER AM L1IGATED M TW OUR TURD 0 TTUPPE9R THIRD OF THE ATTiC SPACE F No 0 POR U5E Ho STUDS AND WE IN C.OHBINATION ONLY HIEN 5111175 AND ATrV SPADE IND ATrKM TO to PAR OF RAFMH S W/4-IOd NAILS MY 4-I0d AT EACH RAFTEIV GS-22 STRAP E F- �a?Z _ RAFTERS ALIGN y2AFTLRS DO NOT AL16N EACH STUD,SEE Z DETAIL 4 Z L- X�'a M LSU26 FOR 2x6 Q L5U28 FOR 2x8,2x1O,OR 2x12 O U c o �° v FRAME/0PgN = 1- 00 WINDOW OR U Cl) r RIDGE STRAP DETAIL / -RIDGE 5T�RAP DETAIL SIMPSON VERON6-TI° 2x4 OR 2x6 DOOR 20 (POR CAT14 GL65 WITHOUT GOLLAR TIE5) / (WITH OR WITHOUT COLLAR TIES) LU28 o EVERY GJ STUDS® I6"OG. NO SPECIAL FT = 2x AGQ L.ED6ER W/3/8'x5" LAO GONNEGTORS � / LOCATE AT EVERY RAFTER BOLT o 16"OG INTO 5TUD5 2 N.TS. LOCATE AT / N.TS. STRAPPING TO BE 1 4/ X L 6T IN THIS AREA F SIMr'SON STM STRONG / 6ALV.,SEE DETAIL 4/DI.ALL STRAPP►N6 ' SbPSON STRDN6 LD NN5 TTP.r IGD MAY tE� r APRID / GABLE END WALL TO BEAR A MIN.OF 10'ON FRAMING. -TE*OR� M yr anni1N6 IS�. , P'ORGH ROOF 8D NILS TYP. / 10 STRAPPING DETAIL I I DETAIL AT ATTIC FOR U5E WHEN STUDS AND USE IN C0 BINATION ONLY WEN STUDS AND �/ Z YtAFTLRS ALIGN 'FJIFTERS DO NOT O N T5. frI T5. STRAPPING TO RLN ONTO RIM JOIST,SEE F- DETAIL 41101(ONE STORY)OR ONTO STUD AT WALL BELOW(TWO STORY) ROOF RAFTER HURRI DANE TIES\\ - -- F- \ r r r LOCATED AT EVERY ROOF RAFTER ` ATTIG G '• Z O _ ST-RAP P I NC DETA I L • Sri POS , I2 FOR FRAME GONNEGTI ONS o Ln a EG(.(,15-4 AT M DI N.T.S. O ( T 2ND FLOOR "KG"�' 4-Ibd FADE NAILS FROM Z // � ��)1x PROVIDE 3"X3.fb'X3"WASHER PLATE AT ALL ANCHOR BOLTS KING STUD INTO HEADER � STs, SECURED BY WOOD 5111 PLATES. r000000i COLUMN P05T TOP ANCHOR 51MP50N PAB OR 55 ANCHOR BOLTS MAY BE USED IN LIEU OF w STRAP START MALS THREADED ROD W1 WASHER PLATE. 1"'� END LEWdit1 // N.T.S. L.OGATE AT Evazy GOLUMW&-RDLR CONNECTION �" STRIAS PROVIDE 3'X6'X036'6ALV.STEEL PLATE W/ R`MN or MALS b-8D NAILS AT CORNERS AND INTERSECTING M�' (4)NAILS MN N i L PLATE W 12-80 NAILS AT AT JOINTS IN STRAl6HT IZ LEWOTH - 51MP50N ILS EACH STRAP T ►_+ --ice-��` WALLS WHERE T}182E SINGLE PLATE OR HF�4DBt 5-I00 NAILS EACH END AT 000 ASR�� REQU 2x6 KING STUDS NAN)t \ J � EAGHN JACK STUD f� LBH6TN NAILS 24'MINIMUM LAP SPLICE ONE AT 5PAN5 IF TO 6 FEET aw 5/8"m A301 ROD THREADED b'BOTi4 ENDS. TWO FOR SPANS 6 TO 16 FEET O THlrt�FOR SPANS 12 TO Ib FEET 2X6 JACK STUDS ft1.ON): FRME MR Ep W70M FRE EBIr � 3/4"AND V ROD AT SIMP50N STEEL 5TRON6 WALL,SEE PLANS AT AL NnN.Xa ONE.AT SPANS<6 �LENGTH AT ALL SPI.K.ES TWO AT SPANS FROM b'TO 12' H' w MTANGE OF 7/S IST FLOOR MA'L5 THREE AT SPANS)12' W (...,.� N' MN SIMPSON P05T BASE 2'X3/8 X3"WA5HER PL W/NUT EACH 51DE UNLESiS NOTED OTHERWISE ON PLAN Q L ( 16T�W I ABU44 OR ABU66,SEE PLAN m � (�) 65-22 COIL STRAP I UPPER STORY SHEAR ❑ � 1 - WALL TO GIRDER ALTERNATE ANGHOR BOLT DETAIL @ EXTERIOR WALL W 0 FLOOR TO FLOOR TIES I BELOW GONNEGTION - FOR 5ET BAGK WALLS HDU HOLD-DOWNS AND STRONG WALL DOUBLE TOP WALL PLATE SPLIGE DETAIL HEADER GONNEGTION 4 LOCATED AT EVERY STUD I \ In0 HOOKED MOM BOLT W/7■ NTS. I \ FOUNDATION MINIM UMEMB®NEMToREXPANSION I N.TS. qr I N.T5. I6 NOM- Ca BOLT MU 5'MINUt41M Q�NEN1 N.TS. Ca STRAPS UM 51fAT11N6 PROVGE-5d OOMIGN(011 x 45 LONE)NNS. I \ GOL 5TR""5 M 6Vr M6 FROVDE 10d Ga4k'J(01'51 x!LONG)NN 5. I \ \\ GOLUMN P05T BOTTOM ANCHOR \ 6 ALLOWABLE HOLES - U \ N.TS. LOCATE AT EVERY GOLUh1W 6fRDLR C.OAQJEGTiC>rl tray R�rtEit ANY 8D NAIL®6'0/G AT ALL PANEL ED6E5 "To 1W v�ul°Y lac IbD NAIL 24 0/G \ AS PIN MWM wNALS cT�KIT HIP RAFTER, I6DNAILtt24'0/G " OR PLLVL ,crollamo LVL Header$ and Beams w PAM 51MPSON HGP HIP SEE PLAN INTERIOR SHEATHING 1.3E TimberStrand® and I (�NAS N CORNER TIE 2 x diameter of the NOTE,M 24'HOE MINIt UM RILL tf16HT I LSL hole zone Parallarr�PSL y3 depth (� 16 WALL RENRN 15 PROVIDEDOEMINI I ENDS OF I LMT11 hole zo largest hole(minimum) O BRACED WALL LINE THE 6"HOLDOMN MAY I �� ' BE ELIMINATED. PROVIDE TWO(ONE AT EACH Wf, R'LBJtiTH Q4N) �`.�� 8D NAIL O 6 0/G -_ _ SIDE)65-22 STRAPS PER DETAIL 4 IN IS OF I S1MP50N BP WASt ER AT ALL PANEL EDGES INTERIOR - LSTA36 STRAPS 5HOHN IN THE DETAIL NAIL 5HEATHIN6 TO ° ° d I SILL RATE My ed � 2x AGQ SILL PLATE. DoueLE ° EXTERIOR ° - � NAILS 0 4'016 SILL AT RAL BA5B$NT5 GYPSUM BOARD o 0 0 J 7'MINIMIM 5M PIA. MAX.STEEL A 00 - - - -- BM0 MAIL NOT A/6 AT ALL T PANEL ED6E5 Mi Para la LVL and to p rtAT vxl EY Parallam®PSL Dam BOLTS MIK r INTO 05-22 COIL STRAP J�GNC SfR/P To RRTet FDN.WITH 116FtTt'NdD�_ OB.oN allowed hole zone 31x3'WASHER TO EACH BOLT. )2 x A A 4 Sh SM LTP4 PLATE NALM TO 15/32 05B OR middle ys span #4 GONTINUXaMS BAR PROVIDE TERMITE 5HI13.D 51LL 511.ELATE �0N srww " INSIDE CORNER OUTSIDE CORNER -LSTA36 MV 10-10d NAILS SEAL AND MAINTAIN 8'MIN. RM AN7 5LL PLATE A�°0/G AT r�ctt RAS N PLYWOOD 5FEATNIN6 d 1.3E TimberStrand® LSL allowed hole zone d w LOCATED 2 To 6' PLAN VIEW PLAN VIEW vi INTO STUD ABOVE AND i"WD TO FINISHED 6RAOE WL AS RR T -V WOOL r�oM TOP of WALL General Notes ¢ N N °° BFI.OMN(2 EACH GORNHZ) SEE r-OUDATION PLAN NOTE, EXTERIOR WALL TOP y N M oo N Tall=2,980E COIL STRAPS UNDER SHEATHING PROVIDE:8d GOMNION(0.131 X 25'LM)NAILS.COIL �/-��p HEADER MAXIMUM ROUND • Allowed hole zone suitable for uniform) loaded STRAPS OVER 5HEArHIN6 PROVIDE.IOd COMMON(0.131 x 3'LONG)NAILS. EXTERIOR LIQI OR CORN LAY-OSIER OR FALSE VALLEY PLATE HIP GONNEGT I ON DEPTH HOLE SIZE headers and beams only. ORY GORNER GONNEGTOR5 TYPICAL ANG -IDR BOLT STUD TO RIM J015T TO SILL PLATE ST�PPINC DETAIL WALL FRAMING 4�° • Roholesincaund holes nil �� 5Yz" 1%4' • No holes in cantilevers. ly p, p� 7y4'to 20" 2" • No holes in headers or beams in plank orientation. n �� 8 LOCATE AT EVERY STUD N T•5• I� NLT� 18 NT.S. N.TS. See Illustration for Allowed Hole Zone DO NOT cut,notch or drill N.TS. LOCATED AT EVERY CORNER NTS. L OGATTON AS NOTED N.TS. holes in headers except as indicated in illustrations and tables. 0 0 0 0 0 0 A MINIMUM OF TWO BRACED WALL LINES(BWL)ARE REQUIRED IN EACH DIREGTTON OF A BUILDING. BWLS SHALL NOT BE 5PAGED EXrEtM STRAP ADD WALL gfATf1RJ6 n n Fn rn 5) U) N U) MORE THAN 60 FT APART. WALLS WITHIN A BWL SHALL NOT BE OFFSET BY MORE THAN 4 FEET FROM A BWL. BWL LOGATTON5 ARE Nis TO TOP OF PONY WALL F USD-��I I Nei TO TGP OF PONT'W"1 1°Usk I > > > > > INDICATED ON FLOOR PLAN5 2 FT MAX PONY WALL MAY BE I I 2 FT MAX PONY WALL MAY BE _ ShPS N DTTiZ�IGLDOtJNI AT 6 AW DRKET) PLAGED ON TOP OF HEADER PLAGED ON TOP OF HEADER � � � a � � WALL EN7 PANELS(TYPE Al tUU Ab REQURFD A BRACED WALL PANEL(BWP)SHAM BE61N WITHIN 10 FEET OF EACH END OF A BMJL. THE DISTANCE BETWEEN ADJACENT i W E DIP WALL DETAILS G AAD A ED6E5 OF BWPS SHALL NOT BE 6REATER THAN 20 FEET. THERE 5HALL BE A MINIMUM OF TWO BW ON EACH BWL EXCEPT AT WALLS<16 FEET LONG MAY HAVE ONE 48"OR LONGER BHP. BWPS ARE TYPICALLY G5-WSP SHEATHED BRACED WALL PANELS 3 U2'WDE LYL HIFMV OF PILAW N ® nyFE A)OR GYPSUM BOARD 65(TYPE B). PROVIDE TYPE G,D,E,OR F PANELS AS NOTED ON PLAN WHERE BHP TYPES A m t�•IOD NAILS AT DrTIZ AND B Do NOT QUALIFY DUE TO MINIMUM LEWTH REQUIREhENT5 OR ADDITIONAL GONTROUTIN6 LENGTH OF BHP 15 REQUIRED. commTO C7F PANlE 0 BW TYPES ARE INDICATED ON FLOOR PLANS. r ^ V J o 318'41 THREADED ROD lD ® GS-W5P GONTIN10U5LY SHEATHED BRACED WALL PANELS(TYPE A)SHALL MEET Z z NOT.H M 24'WOE MINIMH RAID..HE16W THE MINIMUM LENGTH REQUIREMENT5 OF TABLE RbO2.105. NAIL X1 MINIMUM WALL GONTitQ10Ur III'4 MIN 17�P HEADER TO CONTINUOUS D MIN DSP HEADER W SHEATHING WITH 8d NAILS®b'O/G(EDGES)AND 12"O/G(FIELD)AND PR01/IDE 2X OUTSIDE KING STUD(SEE PLANJ OUTSIDE KIM6 STUD(5�PLAN) WALL RETURN 15 PROVIDED AT ENDS OF FASTEN J'%limiHIN6 TO HEAD9R YVA FASTS!�'51fATHIN6 TO FEADEit W/ CS-W5P BRACED WALL LINE THE 15" BLOCKIN6 AT ALL UNSUPPORTED PANEL ED6E5. PROVIDE 800 POUND HOLDOWN Z HOLD"MAY BE ELIHNATED. PER DETAIL 141 OR 20 AT ENDS OF BRACED WALL LINES THAT DO NOT HAVE 8D NAILS 0 3'0/6 IN FAC.tt DtREGTION a 8D NAILS 0 3'O/G IN EACH DIRECTION WALL MIN WIDTH §L§ LL1 EITHER A 24"MINIMUM FULL HEle+T WALL RETURN OR A 48'MINIMUM BWP. SIMPSON L.STA24 STRAP ON BOTH SIDES AND LU SIMPSON LSTA24 STRAP ON MIEATH� FEI6HT(f?) WIDTH'L' TRIM TOP OF PANEL A5 REO�b CD U EACH OF HEADER TO JACK STUD MV 16-100 NAILS FACE MV Ib-IOD NAIL5 8 28' TABLE RbO2.105 MINIMUM LENGTH REGUIRBIENTS OF G5-M6P ZZZ �/4' O w m Y SHEATHED BRACED WALL PANELS FASTEN TOP RATE TO HEADER NV 2 FASTEN TOP PLATE TO HEADER MV 2 41 321ON GONTINilOUN- SHEA ROWS OF 16d NAILS 0 310/6 Z 10 34 PORTAL STRAPS TR FROM®6E EU W 0 WALL AJAGENT CLEAR MINIMUM LENGTH OF � � O ROWS OF Ibd NAILS a 3'0/6 o II �■ BOTH 51D�(4 STRAPS PER PANF3J Y HEI6HHT(FT) OPN6 HEIGHT BRAG D WALL PANEL (2)JACK STUDS MIN.OR PER PLAN � (2)JACK STUDS MIN.OR PER PLAN U 12 42" p r ►■•, _ 51N1Fx,ON CNW COUPLER NUT <64' 24' N= SIMPSON 5W5B STRON5i•IALL SB Z v 8 64'TO DO" 32' O O BLOGKINN6 AT PAWL ED6E5 PANEL VERIFY PA RL 15 PLUME - BLOGICIM6 AT PANEL.EDfiL-5 � BLOGKIN6 AT PAt�B].ED6E5 80'TO q6' 36"E " ■ ~ PANE SHALL HAVE A LENGTH t'OF NOT PANEL SHALL HAVE A LENGTH t'OF NOT � (b4' 27' GYPSUM BOARD 6B BRACED WALL PANELS(TYPE B)SHALL BE LER THAN 16'FOR ONE STORY AND 24'FOR LESS THAN 16'FOR 8 FT WALL,IS FOR 4 X NOTES DETAIL APPLItS TO x/8'0 ANCHOR BOLT OR q 64'TO 80' 30' 48'MINIMUM IN L.ENOTH ON BOTH 51DE5 OF WALL PER TABLE FT WALL,AND 20'FOR A 10 FT KALL SEE FIRST FLOOR OF ACTUAL STORY APPLIGA110NL Q ADH 5NE ANCHOR 80'TO 416' 41' 8602.105. 5EGURE 12"GYPSUM BOARD WITH 6d COOLER NAILS, J PLAN FOR ACTUAL LBr6TH. 553 PLAN FOR ACTUAL DIMENSIONS, H � 190T}t f3D5 OF HEADER � N <64' 30' 1915"X IYa'GYPSUM BD NAILS,OR 198"X 11Y&ANNlIJLAR RIND IF WDTH TO HB6Hf DIS ARE ■ ■ 1r1 IF WDTH TO HEIGHT DIMB�SIONS ARE EWTDED THEN DETAIL r TO BE USED. Q ••• 64'TO 80' 30' NAILS B l O/G(ED6E5)AND 71 0/C(FIELD). BLD-e KING 15 NOT EXCEEDED THEN DETAIL T TO 13E M. 0 r 10 8O'TO 46■ 38' REQUIRED AT UNSUPPORTED PANEL E06ES WHEN PANELS ARE „ V/V/ N U) INSTALLED HORIZONTALLY. PROVIDE J015T OR TRUSS OR FULL - IF�TPENIN6 HEADIER IS U58)ALL U «Partlal credit for Panels 36"to 48"wide RbO2.105.2 HEIGHT BLOGKIN6 DIRECTLY ABOVE AND BELOW TYPE B WALLS. BOTH NS 15 NO RE5Q MIDDLE WAIL _ P Pu ONE JACK AND KING 5TUD5 ONE JACK AND KING STUDS BRA6IN6 IS NOT 1RtifrD "L" EQUAL TO ui v PIGAL HOLDOI�JN DETAIL AT CONTINUOUSLY SHEATHED WOOD n FASTIN1/161SNEAniIN6TOEACH 5W FASTEN7/16'5tEATHMTOEACHSM TWO KING STUDS Or > 12" r c�- GYPSUM BOARD GB -TYPE B lOL AND SILL WA W COMMON NAIL5 a 3'0/G O AND 5ILL W 8D COMMON NAILS 0 3'0/6 �1 M FRAMED FLOOR A STUCTURAL PANEL "CS WSP" -TYPE A R _ FASTEN NO o STUD C■/� NOT TO SCALE PER FIGURE R602.10.5 NOT TO SCALE PER FIGURE R602.10.5 AMD 51LL WJ 8d NAILS a 4'0/6 w PORTAL DETAIL'6'ONLY APPLIES Q L) TO 2 FT TO 18 FT WIDE OPB41N65. SGREK5 IN 001,61E END STUD 5688 5 IF NO FLOOR�ABOVE (D p v) g�=K�T TABLE 602.102%)BRACING REQUIiREMENT5 BASED ON 140MPH TABLE 602.10-3(2)WIND ADJUSTMENT TO HDU4 FS-� IP ABOVE PANG TO SiT DIRECTLY ON TOP OF WIND SPEED,EXPOSURE B,30 FT MEAN,ROOF HE16W,10 FOOT REGUIRED LENGTH OF WALL BRAGIN6. 244%ANCAM BOLT OR MANSION 568&5 P FLOOR ABODE �fgMDA00NN y� � StiP�aOM DTf1Z tlGilX1AN AT(b W�ORKk75 WALL HIEI6HT5,AND 2 BRACED WALL LINES ADJUSTMENT STORY CONDITION ADJUSTMENT HOLT WITH 2'X2'X3(6'PL MUtSFERjr 1/2'0 ANCbR OR MANSION BOLT LJJ WALL END PANiELS HDU A6 BASED ON SUPPORTING FAGTOR s4 BAR 60NT IN TOP OF CONCRETE S TiE �5 5�- •D AT i .ED WALL DETMS G MD D. BWL SPACING GONT ME1TiOD 6B e4 BAR GOVT IN TOP FOUN CCONCRETE FOUNDATION 2-1/210 AMCtOR OR E7Q'AN510N BOLT F- �� a y STORY 5HEATHIN6 EXPOSURE GATE60RY ONE STORY G 12 FOUNDATION Q <U •o �p S IGD MALS AT DrT1Z TOP lo' 2 5' SS' EXPOSURE GAT Er7ORY ONE STORY D 15 E4 BAR CONT IN TOP AND BOTTOM rr Y d`Z �► ,p EXPOSURE GATE6GNZ1' TWO STORY G 13 PAB5-18 ANIC+lCR BOLT OR V THREAD® OF C•ONGf�iE FaMATION 51ME'�,ON 587/8X24 OR PART-18 ANCHOR W EXPOSURE CATE60RY TWO STORY D Ib ROD IN WAStlt3Z PLATE,5E DETAIL 15/01 Y SEE DETAIL 15/01 ' TOP 2O' 5A' IOD, EXTEND WALL 5fBA7HIN6 OVER RIM JOIST PABS-IS NJCkIOR BOLT OR 3b'1�FJ1D® BOLT OR Ye THREADED ROD, c°a ,D OVER ROD WI WASHER PLATE,51E DETAIL 15/0I U p TOP 30' 1.0' 14.5' ROOF EAVE To RIDGE ROOF ONLY 15 FT 1.3 PAHA EXE FRAMED ROOF SAVE TO RIDGE ROOF ONLY 20 FT Ib FLOOR WALL PORTAL DETAIL TYPE D ONLY APPLIES TO b FT TO 18 Efi WIDE OPBdIM65. PANEL HAS coNTRIBUmN6 LENGTH OF 48'TOWARDS R602.Io.3(U MINIKH LENGTH WALL TO BE USED ON RBST FLOOR APPLICATION ONLY.PAHB HAS SIHISON 5TRONB-MU11 L FMaMZE5 ELME RED DE516N To 023810 TOP 4O' 41.01 185' ROOF EAVE To RIDGE ROOF+I FLOOR 15 FT 1.15 REQUIREMENT5 FOR BRACED WALL PANELS AT BRACED WALL LINES. WALL TO BE CONTRIBLMNS LFN6TH OF 48'TOWARDS R602.10M MINIMIM LE16TH TO DETERMINE PANEL 512E AND ANCHOR BOLTS FOR T nl t ROOF SAVE TO RIDGE ROOF+I FLOOR 20 FT 13 USED ON FIRST FLOOR APS"TION ONLY. FEWRLMR5 FOR BRA6rd7 WALL PANE.5 AT BRWED WALL LINES. ACTUAL HORIZONTAL DE516N WND LOAD AND CONDITION FOF HEV" TOP 50' IIA' 23.0' ROOF EAVE TO RIDGE ROOF+2 FLOOR 15 FT 1.1 Roof-EAVE TO RID6E ROOF+2 FLOOR 20 FT NP JOB NUMBER TOP 60' 13.0' 215' WALL HE16HT ANY STORY 8 FT 0.4 CONTINUOUSLY SHEATHED PORTAL PORTAL FRAME WITH HOLD-DOWNS ALTERNATE BRACED WALL PANEL "ABW" SIMPSON STRONG WALL (� `� 3/8'41 ANCHOR BOLT OR , WALL HE16W ANY STORY q FT OAA DETA�L - YPE F 2O VO JBOTTOM OF 2 ID 5.0 105 wALL , ANY STORY 11 Fr 1.05 C FRAME "CS-PF" DETAIL - TYPE C "PFH" DETAIL - TYPE D DETAIL - TYPE EBOTTOM OF 2 20' CID, Ia.O' WALT-HE16W ANY STORY 12 FT I.I D EFIGURENOT TOPER ENGINEERED METHOD � NOT TO SCALE PER FIGURE 8602.10.6.3 NOT TO SCALE PER FIGURE 8602.10.6.2 HiI BER OF BW-PER PLAN DIRECTION AT STORY 3 13 NOT TO SCALE PER R6 °$4 BOTFOM OF 2 30' 13.0' 215' NUMBER OF BML PER FLAN DIRECTION AT STORY 4 1.45 SHEET NUMBER Q , , NUMBER OF BML PER PLAN DIRECTION AT STORY 5 OR MORE I b BOTroMOF2 40 111 .0 BRACED WALL PANEL DETAILS GYP BD FINISH O OD C,FROM INSIDE FACE of BVfi' 1.4 l0 7 MODEL Al 10 8 MODEL A lf-IOLDOI�N D�:T>�(L �'cT SL�cB BOTTOM of 2 50' 21.0' 44.0' APPLIES TO METHOD G5-W5P ONLY UNITS Z6YP BD FASTENING ANY STORY 4'0/G o t D 1 NOT TO SCALE � N.T5. ) Cl) BOTTOM OF 2 60 25.0 525 APPLIES TO METHOD 6B ONLY Q COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED co Z C , W �1 E � 8 GONE.f ox BL.OGKP46 TYP.EXTERIOR WNL Q z V °- �� + � 2 iI O 4—Jmin � =o L + 4 = .'...4 V Q 04 RIDGES TO ALIGN RIDGES TO ALI6N (2)2`4"DLGfaCN6 2 2 MnCLOCKDRD6x6x8 y N>- RID6E v64r —N RID6E VENT DY-rRON"OR 159K 0 Z – 6 6Z U �u) rx8'TRM 0 L- X�' a M ARCHITEGTURALN6L E5 TYPICAL ROOFING: I = r N ARCHITECTURAL 51-11146Mrxb`FA�aGIA U Lu � M co 156 FELT IAJDERIAYMENT 156 FELT VVERI.AYMENT —I/2`RYWom 6111DT" ❑ 0 M ^ In'PLYWOOD 5HEATHINI6 6'AZEK TRIM b'AZEK TRIM In'PLYWOOD 51ATHHN6 rx4"TRM01f co AI.I 12 A" S' G 12 12 12 D9•NIL BLOCK#VnJ36x6x8 DENTIL BLOCK 1VI`LB6x6x8 12 12 BY'FYPON'OR Efr1AL BY fYi'OM'OR EQUAL12 b'AZEK TRIM h' b, '^ 2 12 I 12 ` -6 � b• b• b'AZEK TRIM GABLE END DETAIL I OH. OH. ill 12 .i-c-+SOH. OH. F r� IN 8'AZEK RAkP BD W/ ----6'AZEK TRIM �l m W IN 8''AZEKAZE RAKE BD W/ f N.T.S. IN 3'AZBC TRih1(TYP� 12 m FU 12 ik 9'AIDC TRIM fn P) AI o Z 12 6'BUND R.A SHN 19 ROOF BREAK 2 6'N6H BLINtD , �RCbF BREAK b'BLIND fl�+51-IIN6 r V i L=j .. .. - FI."NI6 L J 1-i I !, I en 5TANDIN6 SEAM STANDMG SEAM' KETAL ROOF METAL ROOF- _ I ASGA BD. - BEDROOM 62 PL MT' b BLltm ALIGN 8'AZEK - ALI6? 6 BLIND BEDROOM#2 PIL HT z I'-0' b FLA5FMN6`"`"'fA5GIA5 FRIEZE BD. FASCIAS'`'-`-. -.`RA5FHN6 0 I O, O OH. OH"�•r ON. pH1 a' ' ^ - O IJ J It 11 1 it 11 1P-0' I'-0� I'H. - � QH. o". -- LLL u� I e -- e z eL§ rxe' I 4 i I I L1-LJ I § I ITRIM ❑ Q .q TRIM BD I a I I ° I m = OVER GIRDER OVER� � a _ I Q ® W f l I it 1111 Ill IllI 111 11 FIN. IST FLOOR I FIN. 1ST FIN.15T IIIYIYA 4W44 — FLOORL�L FIN FLOOR Al " ELEV= 6-0" O 10'SWARE FBd6 PERMA CAST I r,52 P.T.POS WITH SIMPSON MPS NR E I I I bxb P.T.POST NTH I I I ec523/b P05T GAP ASPSON R t I 10'SQUARE HB46 PERMA CAST itI COLUMN 646382 W/5GOAIRE COLUMN 646382 W/SQUARE FLAT GAP 4 BASE(OR EMAL) I f I P-� ) EASE I I ( I I I SIMPSON A ALL�O T BASE I FLAT GAP 4 BASE(OR EQUAL)C41RNER 01"TO LIU PROADED T KITS I I I I ( I I I PROVIDW W-CORNER im/SPTO RIT KITS ( U) ~} 4 I I I I I I co 1 I I I I w UNFINBSMTFLOOR__ - - - - - - - - - - - - - - - - - - - -- - - - - -- L - - - - - -- - - - — — — — — — — — — — - -- - - - - - - - - - - - — — — — — — - - - - - - - - - - - - - - - - - -- - - - - = — UNE4NLBSMTI3OOR - - - - - - - - — — — — — — — — — — — — — — —— - - - - - - - - - - - — — — — — — — — — — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - � U FRONT ELEVATION FRONT ELEVATION 316 = 1-0 36 = 1-0 F- U l UNIT 107UNIT Z W MODEL Al (HOLLY) MODEL Al (HOLLY) 0 0 RID6E5 TO AL16N RID6E5 TO AL16N w n o_o 4 4 RIDGE VENT `V RI06E VENT O N M OD N Q N N f� N W JAI �o 12 2 t 135 12 12 t 135 - t 195 t 135 CRICKET BEYOND I ah 12 AIA 12 0 0 0 O O O 12 12 12 12 tO in cq 12�-� D I2 +-12 W w w w W w INSTALL ICE!WATER SHIELD ON. OH. ON. OH. INSTALL IGE t WATER SHIELD w w IY of Tr TY PER MANUFACTURE R5 ,..y D 12 2 TPB2 MANUFAGTUIRBR5 5PEGIF"T10N5 TO MAINTAIN F PROIXT TI TO MAINTAIN NTAIN PRODWCT WARRANTY bc8 FASCIA BD. KNRo N V) TO 1.-U.Li6'�IN6 FRIEZE BD FILASHI APPLY TGE!HATER SHIELD IN FAIRHEATHN APPLY ICE 4 HATER SHIELD IN FAIR r YEATHEt W#3!THE AIR ROOF DECK AND MEMBR R ARE THE AUR ROOF DECK AND WATHEIMEMBRNE An AT TEMAA ROOF VIES OF 40'F (5*6)OR H ARE AT T134PHRATIIRES OF 40'F it (5•G)OR HI6FIFR (5'G)OR N6HB2 BRKFST PL HET _ — — — — MSTR MSIR BDRH — BRKF5T PL 14T -0 — PL NT PL MT Z 1'-0' I'-0' — ON. I'-0 1'-6' W OH, �Q(TERIOR HALL OH. OH. OH{, a � C7 -HARD N16LP SIDING SOFFIT _ - - - - IOHH' IOHH. SOFFIT I EXTERIOR HARDIPLANIC SH#SHINGLE SIDING O O w -VIb�'OOR EZALSB S N6 I i ® !E s� © ® I -m/IX 8 EQUAL > Y rs I Liu -�OD STUDSS 00116'OG. Q = 1-- -2xb HOOD 5TIA5 0 Ib O.G. i I I I >i' , -6'R-21 BATT5 Q I J' Q Q Q QL I I -b R-21 BATTS U 9 - 4 II o it � GARAGE - � II o II 4 I - WALL I I I w I BEYOND. lij I W O II 1H Z FIN. IST FLOOR I IN.IST FIN 15 I FIN.IST FLOOR ❑ !�1 Hill 11 11111Lu may=a,-o" 2020 NYSRG-624278(503.8) W < "°'Q VENTIN6 5Y5TEM TERMINATION LOCATION: u THE VENT TERMINAL OF A DIRECT VENT APPUAMGE KTN AN Ijj U bxb P.T.POST YE1H 51N1P50N 10'SQUARE FBE6 PERMA CAST 10'SQUARE NBb6 PERMA CAST 6xb P.T.POST WITH SIMPSON INPUT OF IOPOO BTU PER HOUR f3KW)OR LESS SHAM BE BC52-9/6 POST GAP ANCHOR 4 I I I I Ix4 AZEK TRIM I E I III I I I I ' III I II I I bc4 AZEK TRIM I I I I 00523/6 POST GAP ANCHOR s I J SIMPSON ABJ66 P05T BASE COLUMN#*W2 W/SWARF I E I III I � I II I GOL IA M 6`}6382 W/SQUARE SIMPSON AR*6 POST BASE LOCATED AT LEAST 6'FROM ANY'AIR OPENIN16 INTO A _ALL Cq ,) I ( FLAT GAP 4 BASE(OR EQUAU I I I I I n I II ( I I I I I III ( III I I I FLAT GAP!BASE(OR EWAU I I nYP-ALL Gg11MfJ�>J I WLDIN6,AND SU AN APPLIANCE WITH AN E WJT OVER IOp00 � -CORNIER COLUMN TO BE I I I I I I III ( I I I ° I iii I PR4ORNER 40 SPLIT EE BTU PER NOR RX NOT OVER SOPOO BTW PER HOUR 5HALL BE z z J PROMOM YV SPLIT KIT III I II I _ _ I I EGRESS I I I I I I INSTALL®WITH A a INCH VERT TERMINATION CLEARANCE,AND Z w HIVOK z AN LL HAVE NHS rA ST tri ovE�5T TER I3N T'�NOR a SHALL HAVE AT LEAST A 12 INCH VENT TCRMINATION 0 a APARANC.E THE BOTTOM OF THE VENT TE1"NAL AND THE AIR — �, INTAKE SHALL BE LOCATED AT IFAST 12'ABOVE GRADE w l I I I I * I I I I I I o BRED A C - - - - - - - - - - –1 - - - - - - - - - - - - - - - 1 - - - - - = — _- - - - - _- - - - _ - --= — —_ - - - -- -J- - 1 — — — — — — — — — — 2o2oNY5RG-83122.1 V .S� oeERT llz � - - - - - - - - - - - - -- - - - - — I- - --- --- - - - - - - - - - - - - - - - - -I IN DYELLINI6 UNUT5,WHERE THE TOP OF THE SELL OF AN — — —I- - - - - - - - - - - - - - —.I— OPERABLE wlrrpow OPBdIN6 Is LpGA1HD�THAN 24' Q ABOVE THE FINISHED FLOOR AND 6RFATE R THAN 12'ABOVE C7 c �< THE FI115HED GRADE OR OTHER SWRFAGE BELOW ON THE W EXTERIOR OF THE BUILDING,THE OPERABLE WINDOW SHALL COMPLY WITH ONE OF THE FOLLOHNIG, - � ELEVATION OPENI NG5 THAT YELL NOT ALLOW A 4 MCH DIAMETER SPHERE REAR ELEVATION TO PA55 THROU6H THE OPBiM6 IN ITS LARGEST OPEC) 'A Q POSITION. 023810 I-0 3 6 - V-0, h WINDOW OPE NI"CONTROL THAT AAFY'Ti R TWITH ASTM ION To ❑ OF N RELEASE THE CONTROL DEVICE ATI.OK%THE WINDOW TO .... .........•............................. FULLY OPM 5HALL NOT Ima THE NET CLEAR OPENING JOB UMBER ABPA OF THE WINDOW UNIT TO LESS THAN 51 SWARE FEET. UNIT 107. UNIT 1w 2016023 MODEL Al (HOLLY) MODEL Al (HOLLY) Q SHEET NUMBER UNITS 107 (MODEL Al ) & DUET CLUSTER a 108 (MODEL Al ) U) Ai ti ELEVATIONS Z W 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED RIDGE PENT F- ^ 'FIRE RETARDANT w PLYWOOD 5HEATHIN6 E3 2'x8'R106E BEAM U W O V R06M TO AL16N RD6E5 TO ALIGN 12 12 Z V RIDGE VENT N RD6E VENTN 12 712 2■Xb'RR O W L Q O ,�� 6 1 b OG. I- �� (n ti ` a" s� 12 (2)2"XIO" Z) O -� 12 55 � ■� -(1? �N = HARDIPLA NK 12 I� I HARDIPI.HNK PT 61RDER 1-- 12 Z HORIZONTAL 51DIN6 55 - 7 9 6UTTBtri t IFADev q I HORIZONTAL VOIN6 SECURED TO W T Z V � � � ALL SLITTERS t LEADERS SHAW.BE BAKED 12 WALL® L a�•- rn -12 _ r WHITE ALUMINUM D32'MIN.6AU6E,6UTTER5 O X c 12 t 85�� SHALL BE 5'SEAMLESS,Of.STYLE W/ALL 85 RIDGE VENT — END5U O - -- y-.---`g-�-T' RELATED E REWIRED AGGE550WE5. LEADS U M coo RIDGE VENT SHALL BE MIN.2Xd,D7r 6AUSE W/GLJP5 t 10 - ANCHORS. CAULK!SEAL ALL JOINTS. PITCH r- ,} 6VrrER5 MIN.WilIFT.PROVIDE P.V,G. — `n cM"O 3--- -- - '-- _ -' - r RIDGE vBdT — — LER5CEPTADERS 8 GAP DE516N)'ABOVE 6RADE ro REGBVE -- i2 v 12 12 12 T .-:__a __ CLERESTORY 12 OND - a . ..-,-y-a BEDROOM E3 a•-•� q" qn T- '� BEYOND WAW BEYOND ROOF a COVERED �`- SAE E O.H. b'-0" O.H. - c - -.- PORCH BEYOND 1T' Ix8 FASCIA BD. 2'Xb" IT BEAMS ..�, 12 12 0 16' .G.W VENTED Z EtRKFST BEDROOM�2_i .+- MSTR BR PL H7 PL W7 — 12 12 VINYL SOFFIT BRD _ OVER. U PL 14T 'OR ' GARAGE IIIII OR oH. — PLL HT 10"SQUARE H$46 PERMA - -- . IIIIIII it �l I'-0' CAST COLUMN#4b382 W/ Z I IAZEK I I =- ® off 5QUARE FLAT GAP 4 TFT1j i i iIli IIIIIII I fill 1111111 it Hli 11 BASE(OR EGUAU- O it 11 1 1 IH 11 11 ill 11 11 Ili ill Hill IIIIIIIIIIIIIIIIiiiii IIIII CORNER COLUMN TO BE U I re I I � PROVIDED H/5PLIT KIT 0 I I B I I �' it LL L J � 'Tis WALL BEroNv 4 4 i i 4 I 4 4 11 = _ COL"e 4 GovER® AARA6E ,. _ l I I I I I COVERED PORCH i i FRONT PORCH P O ` ' BEYOND I I I I = I I PORCH BEYOND BEYOND i i BEYOND Z V J ; ; I I 11 _ � I I IN. 15T FLOOR FIN. 157 FL I .__ FIN.IST FL FIN. IST FLOOR —.- - O' ELEV- O' ELEV= 0'-0' 1x4 AZEK TRIM Ix4 AZEK TRIM b I I I 1 HM RATED EXTERIOR I FIR5T FLOOR LINE ,,._A. cove�D I I FDI I I I I I l---1 FRONT PORCH BEYOND As REMBLY�SEE DETAIL: A� I ' NJ I a w I UNFIN 05W FLOOR U ll IINFMBSMTFLOOR — - - -- - - - -- - -- - - - - - - - - - - -- - - -- -- - - - - - - - - - - - - - -�- - - - - - - LL 11 - - - - - - �- - - I- - - - - - - - - - - - -- - - - - - - - - - - - - -- - - - - - - - -- - - - - - - - - -� _ _ _ _ ___ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _I- - - _ - _ J L _ _ _ _ _ _ - - - - - __ _ _ _ _ _ _ _ _ _ - - - - - - _ _ _ _ _ _ _ " 0° Cn b 0 � w O TYPICAL PORGH 5LA5 4"PL,SLAB(MIN.3500 PSI GONG) LEFT SIDE ELEVATION (DREEZENAY 51DE) REINr 4 FILL TO 6x6,►ono wwt�r. -RI CHT 51DE ELEVATIONf TAMP E FILL TO a5sa DENSITY U 3 6 = I-0 _ UNIT 107 UNIT 107 1 BREEZEWAY SECTION c NTs. z U z L Al (HOLLY) MODEL Al (HOLLY) w MODE Z) Z) U O 0 —RID6E5 To AL16N MOISES W ALIGN 4 Tv RID6E� RIDGE VENT 12 HARDIPLADBC � 12 12 - 12 HARDIPL4NK HORIZONTAL SIDING 55 q n HORIZONTAL SIDING 12 co ~ C7 N n N DO A L ERSSA E LEADERS t 8 O c'! fV M o0 cV ALL 6UTT8R5 t LEADERS SHALL BE BAKED --12 WHITE ALUMINUM D32'MIN.6AU16E,amERS -1 - SHALl.BE 5'5EAHLE%,Ob.STYLE W/ALL t 85 -- 12 R 06E VENT RIDGE VENT RELATED t RMWIRED ACCESSORIES. LEADEFZS -. -.- p T« --. __. SHALL MIN.25Ci',A21'GAUGE W/CLIPS t ANCHDRS. CAULK t SEAL ALL JOINTS. PITCH - RM VENT, 6UTTBRS M R 1/6'/FT.PROVIDE P.VG. - RECEPTORS 8'ABOVE 6RADE To REGENE � ._,.�.._—_� 12 �_,SOH.-<<-,- - LEADERS(CLOSED GAP DE516N). 12 GLEREST ^�--�� GLJRFSTORY '- - - 12 12 WCL :. .__ �-�� BEY BEYOND �-,-� � J .7- � 12 . �.� BEDROOM#3 ROOF 10 COVERED POI BEYOND KALL BEYOND Z Z Z Z Z Z t 10 OR �, ��,,c_ _ O O O O O O Ix8 FA5UA ED. w w > w w w w w w w w w -- - - I — MSTR ESR PL a -- - ESRKFST PL HT �- ESEDROOM#2 PL FNT 12 -- pFl, III GARAGE PL HT 1-01 _ l� o 1OH. II 1111 II -- 1 L1 8'AZEK I I _ I Ill Ili - FRIEZE BD. I I I ® !E fill I ]Jill 11111 11 111111 1 1 1111 f-I 11 it eL I I rs I I I I � II9L MASTER BEDROOM _ Z 4 WALL BEYOND I I WALL e Q �' Q I I 4 w GARAGEfill COUR1Ft e v J 4 Q I I j BEYOND 4vHli Ill II COVERED ~7 (V9 COL"o COVERED1 11 PORCH BEYOND I I MilliI I I I I PORCH BEYOND 0 m 1111111 11111 if 11 ill Ill 1111111 illhill if ITlw�4 11 11 11 11 11 Ill 11 1 1 Ill 11 1 : �. I I J I I I _ I w O W II ` I 11 a !i I I FIN.15T FL W ~ w w I I _. r - FIN.IST FLOOR FIN.IST FLOOR FIN. IST FLOOR ELEV- O'-0" ELEV- 0'-0«— ELEV=O'-0" 0 ` U D 1x4 AZEK TRIM—7— I ( I I J Ix4 AZEK TRIM I I ` -- I Q Lu j ( COLUMN o GavERED I I I I I HOUR RATED EXT]=RIOR I I I 6 0 Z �PORCH BOND I I I I SEARING WALL PoI Wcn A55EMaLY-5EE [?-TAIL: e I I I H--� W l i 4 4 I Ali I I I I 2020 NY5RG-624218"h) I THE VENT TERMNAL OF A DIRECT VENT APPLIANCE WTH AN 6i V VENTING 5Y5TEM TERMINATION LOCATION: cn I I I I I l3Kr�U OR LESS SHAu BE � c, n,PUT of I0000 BTU PER HouR I —uNFIN 85Mr FLOOR uNrFIN BSMr FLOOR— I — — — ( — — 1 — LOCATED AT ND 9"EAST b'FROM AINY AIR OPENING INTO A 0 j EULDIN AN IT OVER - - - - - - - - - - - - - - -IE - - -I- _ _ _ _ _ � - - -- - - - I - - - - - - - - - - - - - - - -- - - - - - - - - --- - - - - - - - -_- - -- - _�� — - _ _ _ __ _ _ _ _ _ _ IN5TAL6,A"AgIC14M3TMYEWTHANINLEARANC ,NO t7 to 1 L _1 I_ _ - BTU PER HOUR BUT NOT OVER 50,000 BTU PER HOUR 5HALL BE Z - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - _ - - - - - _ _ _ _- - INSTALJEDwriHA9NFGIFV@ITiEftMINATIONGIEARATYE,AND w L — — — — — — — — — AN APPLIANCE WITH AN INPUT OWER 50,000 BTU PER HOUR Z Q SHALL HAVE AT LEAST A 12 IWAi VENT TERMINATION ( C) CLEARANCE THE BOTTOM OF TFf VENT TERMINAL AND THE AIR INTAKE SHALL BE LOCATED AT]LEAST 12'ABOVE GRADE. U) . .. .................... ...... ............... w ELEVATION I ON EEZEW�Y SIDE 1 ER RC LEFT 51 DE ELEVATION RICHT 51 DE L ( ) 2020 NY5RC-R312.2.1 ��C�ERT�tiFti•�� NN maim UNITS,vi Tic Trop OF THE SILL OF ANOPERABLE ♦- 4� ,. RL 3 6 = -0ABOVE of FINED FLOONDOw ORR AND LOCATED' TT+AJN F2'E56 THAN 24ABOVE C il+ ° �2� ' THE FIN19M 6RADE OR ORM SURFACE BELOW ON THE w UNIT 108 EXM;UOR OF THE BUILDING,U-pPERABIF WNDOW SHALLUNIT 108COMELY WTH ONE IL THE ALL.OVEN6, - •OPBNINFf THAT WILL.NOT ALLOW A 4 NY.�FF DIAMETER SPHERE � .x<+•-`��-'.� TO PA-%THROUGH TFc OPBUNE'i IN ITS LARGEST OPENED OK ❑ 028810, �A L PPRE eMON DEVICES TIHAT COMPLY WTH ASTM F 2040 0F N EV v A1 (HOLLY) MODEL Al (HOLLY)MODEL Mf WNDOW OPE NNS CONTROL.DEVICE AFTER OPERATION TO RHFASE THE CONTROL DEVICE ALJIJVNN6 THE WNDOW TO .. .... ..... ... .. ................ ... ... FULLY OPEN,SFW1 NOT REDUCE THE NET am OPENING J NUMBER AREA OF TFE WINDOW UNIT TO UJ 5 THAN 5.1 SHARE FEET. w2016023 17 UET CLUSTER = SHEET NUMBER UNITS 107 (MODELAl )) ELEVATIONS F 108 (MODEL Al ) w 0 COPYRIGHT GRCH ARCHITECTURE P.IC. 2017: ALL RIGHTS RESERVED W ^ , H V./ Z C ' W 1"�1 E U N A G G A p 4--) U AI-6 AI-6 AI-b AI-6 V III 52'-2' 16'-0' S2'2' t .F—+ DIRECT VENT IEATING EGVIP. p 0 >(Vo 14'-8" I SWI 13E INSTALLED WITH THEA 14'-8' 4'6 15 6' 12 b' ;d) 04} DIRECT VI3r1'HEATING EGHP. AI.I N`�Z - CLE4RAWZ5 FROM UNPRATEGTED V7 COh18115TIBLE MATERIALS 115 Z Appu m r.I FARAWZ APPLIANGE5 INDICATED ON THE APPI IWE LABEL 0 L X c M SHALL BE INSTALLED HTH THE AND IN THE MANIFAGTUR6R5 (� W m M GLE4RANGES FROM UNPROTEGT� GOh8115TIBLE MATERIALS AS INSTALLATION INSTRUCTIONS. _ r N 00 micAT®ON 1IE APPLIANCE LABEL LIFE K REAR�� `J ^ MD IN M MANUFACTURt3t5 �' PoI I'-0' WALL a UNIT 108 1'-0' 2' LINE of REAR cIE� ❑ � INSTALLATION IN5TRUGTION5. M WALL 0 UNIT 108 /n -T V 2 d 4'-4'MA. 5'2" 5'-2' 4'-4'MA. ' 0 2 FDI :� Z HD 4 r--- - — TYPICAL PORCH SLAB �_ 8 •4'P.C.SLAB MIH 3500 P51 GONG) m FDI I 2 2 REINFORCED H1H 6x6,10AO WYIM. �. BG1�S U - WINDOW FDI -, - •TAW I FILL To"MOTY I FDI Y f-- 10' 10'-8" 15-10 8' 1 mIt HD z ° p b 4 W r----� ry - - __- I m - TYPICAL PORCH BLAB II 12 FLOOR J015 9 (212X10 P.T. - -- 2 E6FU55 I FDI se PI�IFOWW WITH 10x6,IOAO WHM, p = = 0 4'WIDE JOIST 11 2k 10' b m 10" `— 13'-0' 10' FDI I WINDOW TAW/FILL TO qy5 DBI5ITY O SEAT.TD.SEAT II �_()I'a _°__a - _ _ N I z FLooR JOISTS I I- Ln c�Ag eAT 2x12 FLOOR JOISTS b {,; I{D 8• IS-10' 10'-8' 10' LL 1 = 0 Ib'OC. 4'WIDE JOIST SEAT. 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BETWEEN STUDS AND PLATES.MINERAL FIBER ULULATION TO BE UIEACM AND TO HAVE A MIN DER51TY OF 3 PGF.6LA%flUt F- [� INSULATION TO BE FACED WITH AL"IH FOIL OR KRAFT PAPER AND TO HAVE A MIN DENSITY OF 0.q PGF(MIN R-13 THEF$tk U ^ Co COVERED PORCH AREA- 256 50. 1=T. GOVERED PORGH AREA= 256 50. ET. INSULATION RATING). z w 4.WOOD STR11GWAL PAHL SHEAT"-MIN 1116 IN.THICK,4 FT NDE WOOD 5TRUGTURAL PANELS,MIN GRADE'C-D'OR`SHEATHING'. WALLED WITH LONG DIMENSION OF SHIFT(STFOOTH AX15)OR FACE GRAIN OF PLYN�IOOD PARALLEL WITH OR PBRPENOIOA AR TO Z OC U 5TUD5.VERTICAL JOINT5 GeM;ED ON SUM HORIZONTAL JOIN15 BACKED WITH NOM 2 B1'4 IN NOOD BIACKINI5.ATTACH®TO (D O O cn 5TUD5 ON EXTERIOR SIDE OF WALL NTH 60 GB-EtT COATED BOX NAIL5 SPADED 6 IN.OG AT PHRIIMETER OF PANELS AND 12 M.Or, - ALON6 INTERIOR 5TUD5. b WOWR FAGIN65-INSTALLED M ACCORDANCE NTH THE MANLIFAGTIMS INSTALLATION IN51TRI1CTIONS.ONE OF THE FOLLOWING 0 EtED ARC EXTERIOR FACINff IS TO BE APPLIED OVER THE 5HEATHIN6, y G.WOOD 51RDGTURAL PANE.OR LAP SDIN6-APA RATED 51DIN6,EXTERIOR,PLYWOOD,05B OR:GOMPOSITE PANES NTN VENEER ��00E Cy�� FACES AND 5TRUGTURAL WOOD GORE,PER P5 I OR APA STANDARD PRP-108,INCLON6 T OWID',ROU6H SANT,MEDIUM DENSITY ^ L CI Y GROOVED ANO LAP SIDING. Q �1- '� 2020 NYSRC-R3122.1 IN DWELLING UNT5,M3;ZE THE TOP OF THE SILL OF AN OPERABLE WINDOW OPH�IIN615 L1J : NOTE: WOOD SPECIFIED IN UL'RATED DESIGNS ARE MINIMUM SIZES.LARGER DIMEN510NAL LOCATED LESS THAN 24'ABOVE THE FINISHED FLOOR AND 6REATER THAN 12'ABOVE THE FINISHED 6RADE OR OTHER SURFAGE DE_ON ON THE EXTERIOR OF THE BUILDING,THE STUDS CAN BE�WE611 IJ W. _ OPERABLE NNOON SHALL COI-PLY NTH ONE OF THE FOLLONN6, •OPENM65 THAT HLL NOT ALLOW A 4 INGN DIAMETER SPHERE TO PASS THROU6H THE NOTE: UL#35b 15 IN GOMPLIANGE WITH FIRE--RE515TIVE-RATIN65- ANNA- 0 AS PI RIM2 �- MULTIPLE LVL 61RDER GONNEGTION�I_ oPaaN6 IN ITS LAIR6tST OPENED POSITION "9J. 02381 Q FALL PREVENTION DEVICES THAT COMPLY NTH ASTM F 20`10 ❑ �OF FOR ALL MULTIPLE LVL 61RDER5,LA6 BOLT ME HNDON OPE3NIN6 GONTRa DEMGE AFTER OPERATION To RH_E/5E THE CONTROL TOGETHER W/ I/2" BOLTS® 2'-0" 0.(:.,2" MIN, DEVICE ALLOHN61HE NN00W TO RLJ.Y OPEN,SHALL NOT FeXrE THE NET CLEAR ONE HOUR RATED EXTERIOR 1 FROM TOP d BOTTOM, 4 MIN.4" FROM EN05 AREA OF THE NNDow LINT TO LE55 THAN 5.15Gt1ARE FEET. WALL RE I THE ASSEMBLY JOB NUMBER NTS. A- 3- 2016023 6Et�RAL GONTRAGTORS AND 5UBGONTRAGTORS TO 2020 NY5E000 SECTION R 403.3: 2VENTIN6 5RCT 62440.6"N)LOGATION: LU -SUPPLY AND RETURN DUGS IN ATTICS SHALL BE INSULATED TO A MIN R-b 2020 NYSEGGG SECTION R 402.4.12: UNITS 107 (MODEL Al ) 8� DUET CLUSTER SHEET NUMBER LU NOTE: � =DWAUST FAN, REVIEW THESE GONSTRUGTION DOGUN�'ITS UPON RECEIPT TFE VENT THRNUNIAL OF A DIRECT VENT APPLIANCE WnH AN INPUT Q NOTEy, PROVIDE SPRAY �; HD= HOLD DOWN 5o cFM INrHiMl7TarT OR J�ARCHITECT AND REPORT ANY AND ALL AND DUCTS OUTSIDE THE THERMAL ENVELOP SF bULD BE MIN R-6. AN APPROVED HERS RATER TO OF IOp00 BN PER HOUR 00V OR LE55 SHALL BE LOCATED AT LEAST 2 ' ALL WINDOWS SHALL BE STAIR MANUFACTURER TO DE516N STAIRS TO ® 20 CFM CO MNIM -SEALING 15 MANDATORY FOR DUCT5,AIR HANDLERS,AND FILTER BOXES. PERFORM AIR INFILTRATION,DUCT b FROM ANY AIR OPE NIN6 INTO A BUILDING,AND 51XH AN APPLIANCE NTN W ALL DRYERS ro BE DENTED FOAM INSULATION IN 015GRE'AWIES INCLUDING ANY DIMENSIONAL CONFLICTS To OUTSIDE AIR PER GORE MIST ALL APPLICABLE CODES AND TO -JOINTS 50155 AND GONNEGTIONS SHALL COMPLY WITH SECTION>✓I-1601.4 LEAKAGE AND COMBUSTION SAFETY H INS U 13 o�m N H� NEN O3 �� I 108 (MODEL Al ) FIRST FLOOR PLAN Z �ALL YU�51ER To BE GARAGE CEILING® ANDERSEN 200 SERIES IMMEDIATELY TO ARCHITECT FOR CORRECTIVE OF THE 2015 IRC. TESTING AND PROVIDE A WRITTEN Ilolxt�-�INSTALLED NTH A a INCH DENT reRMINATION GI.EARANGE, REPORT ANY DISCREPANCIES AND GONFLICT5 cot PROVIDED NTH DRAIN PANS LOGATION OF ® CARBON MONOXIDE MEASURES PRIOR TO GONSTRUGTION DO NOT SCALE AND A APPLIANCE WITH AN INPUT TION CLEARANCE BILI HE HOUR SHALL HAVE TO THE ARGHITEGT PRIOR TO STAIR FABRICATION. O°TEMPERED DETECTOR DRAWIN65.DIMENSIONS SHALL BE CALCULATED AND -DUCTS �- �NTESTEDREPO 70 DETERMINE AIR LEAKAGE BY REPORT OF THE RESULTS AT LEAST A 12 MGH TrE TERMINATION ALL BE EOE.TFE BOTTOM T THE W BEDROOM ABOVE GLAZING NEVER 5CALED UNLESS OTHERWI5E NOTED ROUGH-IN TEST AND A WRIITt-N!REPORT OF 1}E RESULTS 5111--BE SIGNED VENT TERMINAL ANO 1HE AIR INTAKE SHALL BE LOCATED AT LEAST 12' �v SMOKE DETECTOR BY THE PARTY CONDUCTING THE TEST AND PROVIDED TO THE GORE OFFICIAL. ABOVE 6RADE• p COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED Lu W E v ai O 4--d :3 A G G A D ( ) 0 AI-6 Al-b AI-6 AI-6 Z y O 4 J u) r- U •� U g. �N>: 28'2• II'-lo' 12'2• 12'2' II'-10" 28'2' Z V ;y's do L• C)-(/) D M O TTQ o C? C) .1.. p N o 00 5'-II' 5'-II' S'-II' 5'-II' ❑ N M II'-0'PL Fff. �O r n co VJE d - - - - - - - - -- - - ® I HOUR RATED EXTERIOR i� BEARING WALL 1 i A55EMBLY-SEE DETAIL: I Z O v u'-0"PL.HT. c/)u-0 PL.Hr. I I W52 DH I 4 I o III IIIZDJ ju (2)2'X6' u'-o'PL HT. 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I I 11 I i II 0 0 0 0 0 0 Z-J CEJ 11 11 > > > > > -> II 11 W WWWwW N L � 0 w I � � A1.1 CD rV t2'-2- 12'45' 12'-8' 12'-0' IT-4' m O Y W W LLI 542 '- ' Q 2, U O Z A G G A 4 AI 6 AI-6 AI-6 AI-6 W u Q v O = IT UNIT 10 7 J UN 10 8 � z w w MODEL Al HOLLY) MODEL Al (HOLLY) z < U :........ . .......... ..... ...... ........ SECOND FLOOR PLAN SECOND FLOOR PLAN W ,��RED q C 16"=1'-0' 3/16"=1'-0° 3 LIVING AREA= 32q 5Q. 1=T. I�- \� ERT c / LIVIN6 AREA= 32a 50. FT. TOTAL LIVING AREA TOTAL LIVING AREA W - U N 19999 SQ. FT. 11999 SQ. FT. F O238A yon SEE ROOF PIAN FOR ALL STMMAL FRAMINS INFORMATION ElOF NE I HOUR RATED EXTERIOR BEARIN6 WALL A55EMBLY- 5EE DETAIL: e (JOB NUMBER _N6 15_TED__ w 2016023 N0� 2020 NY5RG-R312 2.1 ENGINEERED JOIST E' =E*W15T FA% 6FNEf2AL CONTRACTORS AND 5UBGONTRAGTOR5 TO ONE CARBON MONOXIDE ALARM IN NEW 4 ABOVE THE FIFINI%IED FLOOR AND 6REATER P" 12''A3M THE IN DMIN6 WTS,W5E THE TOP OF THE 5ILL OF AN OPERABLE 9 W 6RADE OR OM SIT2FAGE Q 5o"IWBMITflNrOR REVIEW THESE CON5TRUGTION DOCUMENT'S UPON RECEIPT ONE ANDTNO.FAMILYDNe1�Nes, UNITS 107 (MODEL Al ) & DUET CLUSTER SHEET NUMBER SHALL NOT BE GUT, NOTE ,": HD= HOLD DOWN �1LA TIPLE LVL GIRDER CONNECTIONS: ® N y Top"05E5 AND DVH.LIN6 MIM IN 5ELOW ON T EMERIOR OF i}�BUILDING,I}f oPE2A8LE WNDow 5FWl COh4'LY MtlM ONE of TFE FROM ARCHITECT AND REPORT ANY AND ALL FOLLOWN64 NOTCHED AND HOLES L�� IR MANUFACTURER TO DE516N STAIRS TO FOR ALL MULTIPLE LVL 61RDER5,LA6 BOLT DI5GREPANGIE5 INGLUDIN6 ANY DIMENSIONAL CONFLICTS, 6RO1P R-Z euLDINs�'IGaNDos "OPENIN%TNAT WILL NOT ALLOW A 4 INCH DIAHM 5PIV;M TO PA,%TFIR0116H THE OPEIM IN 1T5 �-W'"°°`� '�- `°�" ' °' 108 (MODEL Al ) SFLOOR PLAN z BORED UPILE55 ALL APPLICABLE CODES AND TO TOGETHER W/ I/2" BOLTS® 2'-0" O.G. 2" MIN Got IMMEDIATLEY TO ARCHITECT FOR CORRECTIVE IN�IMM®IATE vluruTY OF VAST O��roN' O ANDERSEN ZOO SERIES ' ' ® CARBON MONOXIDE "FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F 2090 SPECIFIED BY THE PORT ANY DISGREPENGIES AND CONFLICTS Q=TEMPER® FROM TOP 8 BOTTOM, +1 MIN. 4"FROM ENDS DETEGraz M PRIOR TO GON51i�1GTI0N DO NOT SCALE A4 LEVEL CON,AI THE LOWEST FLOOR WNvoW E AFT ��TO R9 EASE THE GONTRaL DEVICE ALLONAN6 (n BEDROOM ME MANUFAG'TURER PER TO THE ARCHITECT PRIOR TO STAIR FABRICATION. 6LAZIN6 DRAWINGS.DIMENSIONS 94ALL BE CALCULATED AND Imo ' THE WHXH TO R1LLY OPEN,%IAL NOT REDUCE THE NET CLEAR OPEN%AREA OF M WINDOW NT TO W CODE �SMOKE DETECTOR NEVER SCALED UNLESS OTHERWISE NOTED. LEfi THAN 5:1 SGlUARE Fel'. 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED H W Z C , W �1 E O Z a w O 4 fooffil L) n ti v CL' �) DN> Z - Z V _ A G G A OU Q W`�= M AI-6 AI-6 AI-6 AI-6 = C � 00 ❑ U/ � NM - Ornf (O W'-8'HIP WIDTH Ib'2'FASCIA WIDTH Ib'2'FA9GIA WIDTH W'-8"HIP WIDTH V ` 2 a II'-0'PL HT. I AI.I 4� L J II'-0'PI_.HT. AL16N FAGIAS I N �Q Z 0 - � O -�� - - -- - - ��- U I HOUR RATED EXTERIOR — — — — — II'-0'PL.HT. DEARIN6 WALL 4 I +.'Y 1 �SEMBLY- SEE MAIL: t � N ,Q L I ALIGN FAGIAS C` _ I I � a U) - 1 p o. q'-0'PL HT. II'-0'PL HT. I y'AQi N ��'� I I Q r IE I 's ��e I AI-5 II'-0'PL.HT. U .'� w III-01 PL Hr. - �� I O 1 _�� - - - �- Ln i23 12 - - -- - - - - -1 I►'-0'PL.HT. q'-0'PL.HL I . O m 12F- `I12 I Z 0 _ 8 Fo a : ::•:: ::::::.;7% .,, o 16 OG. 2x10 RR 0 itG; : ; t;'s:. N e s - . (J a -� \11T.11 II-0PL.HT.. 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