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Home My WebLink About45378-Z OguFFO� .i Town of Southold �o� ooy 8/26/2021 0 P.O.Box 1179 o • 53095 Main Rd ��jol yao4 Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42286 Date: 8/26/2021 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 23 Harvest Pointe Ln Unit 116, Cutchogue SCTM#: 473889 Sec/Block/Lot: 102.1-2-60 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/19/2020 pursuant to which Building Permit No. 45378 dated 10/27/2020 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-familv dwelling with unfinished basement,covered porch, screened porch and attached two car garage as applied for,(Unit#116) The certificate is issued to Rimor Development LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL RIO-17-0170 7/7/2021 ELECTRICAL CERTIFICATE NO. 45378 8/11/2021 PLUMBERS CERTIFICATION DATED 7/29/2021 All Su olk Plumbkg Contrac rs Inc Auth ed S' ature o��gOFFO(�coG TOWN OF SOUTHOLD y BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE Way • SOUTHOLD, NY dol Sao ,� 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#: 45378 Date: 10/27/2020 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. (Unit #116, A-1 model) At premises located at: 23 Harvest Pointe Ln Unit 116, Cutchogue SCTM #473889 Sec/Block/Lot# 102.1-2-60 Pursuant to application dated 10/19/2020 and approved by the Building Inspector. To expire on 4/28/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,133.20 CO-NEW DWELLING $50.00 ELECTRIC $185.00 Total: $2,368.20 ua nspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. ,Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying'that the solder used in system contains less than 2/I0 of 1%lead. 5. Commercial building,'industrial building,multiple residences and,similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. G., Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing"land uses: ,1. Accurate survey of property showing all property lines,streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool $50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- '$50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date.- Ul a b taL , New Construction: Old or Pre-existing Building: (chec one) ,Location of Property: tc�1 b i h-L Lc4 wut-w House No. StreetD Hamlet Owner or Owners of Property: �b�10✓ •�✓✓ o LC' Suffolk County Tax Map ®®No 1000, Section��. ?� � _Blo7—ck -• Lot ' 0o mbdivisio tevt/ T t rL ek t—L..- Filed Map. 7 Lot: Permit No._ Date of Permit. Applicant: -\/�'ytOt/ Health Dept. Approval: Underwriters Approval: —� Planning Board Approval: I? Request for: Temporary Certifi ate_ Final Certificate: ( hVonl=ee Submitted:S_ plica CONSENT TO INSPECTION the undersigned,do(es)hereby state: Owner(s)Name(s) That the under i eI (is)(are)t e owners of the premis i e T w of Southold,located at W which is§hown and designated on the Suffolk-County Tax Map as bistrict 1000, Section Block ,L That the undersigned(has)(have)filed,or cause to be filed,an application in the Southold Town Building 1pe ors Office fog the f flowing; ff�� ,r V That the undersigned do(es)hereby give consent to the Building Inspectors of the Town of Southold to enter upon the above described property, including any and all buildings located thereon,to conduct such inspections as they may deem necessary with respect to the aforesaid application, including inspections to determine that said premises comply with all of the laws, ordinances, rules and regulations of the Town of Southold. The undersigned, in consenting to such inspections,do(es) so with the knowledge and understanding that any information obtained in the conduct of such inspections may be used in subsequent prosecutions for violations of the laws,ordinances,rules or regulations of the Town of Southold. Dated: dU 2b n (11A"e) e) (Signature) (Print Name) ®��oF sovly®l Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G sean.deviinCcD-town.southold.ny.us Southold,NY 11971-0959 ,r` • aO BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Rimor Development LLC Address: 23 Harvest Pointe Ln Unit 116 city.Cutchogue st: NY zip: 11935 Building Permit# 45378 Section- 102.1 Block. 2 Lot: 60 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: MTM Electric License No: 3700ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 59 Ceding Fixtures 16 Bath Exhaust Fan 3 Service 3 ph Hot Water Gas GFCI Recpt 5 Wall Fixtures 5 Smoke Detectors 3 Main Panel 150A A/C Condenser 1 Single Recpt Recessed Fixtures 43 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt GaS Ceiling Fan Combo Smoke/CO 4 Transformer UC Lights Dryer Recpt 30A Emergency Fixture Time Clocks Disconnect 1 Switches 3$ 4'LED Exit Fixtures 11 Pump Other Equipment: Fridge, Gas Oven, DW, Micro, W/D, 150A Panel 30 Circuit/24 Used, Septic Disco Notes: New Two Story Inspector Signature: Date: August 11, 2021 S.Devlin-Cert Electrical Compliance Form Town Hall Annex S ?t r a Telephone(o 76 54375 Villain Road -ax/ 765-I302 631) P.O.Box 1179 � A t, `-' -,c'� 5-95 02 Southold,NY 11971-0959 4�`OL,�' �'-� SY, BMLDII\TG DEPARTII"N l TC)" VI-q 0 F S,0U sRODLD Date: E'Uilding Pernlii i�IG. T? (Tease print) ��liitZOCr' t--_—' l l lease priltf; .Itat the solder used in the water Silp ISySteltZ COniaIP_S IeSS t!?11Z 2/i 0 of!% - ?_� biters i nature) Swom-to before me this c7`1 day of- - -. 20- 21L ANNA MORITA Notary Public,State of New York -- ----- - Y. Reg No.01 F16368364 Qualified in Suffolk County Commission F�cpires ��.-{� ,�j� ?�rciary Public, COWAN, /� q6� rg SOGIyO V 11 d -* / --- — o VVV TOWN 'OF SOUTHOLD BUILDING DEPT. ycou 765-1802 INSPECTION [ F 1 ST 1✓9 [ ] ROUGH PLBG. [ ] FOUNDATION 2ND' [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ '] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION ` [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH). [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: _ DATE I _ b YO INSPECTO �OFSOUloil I f # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [/FOUNDATION DATION 1ST [ ] ROUGH PLBG. [ 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 R ARK LIA t2l _2y 0 6 Ll/ DATE INSPECTOR , pF SOUIyo� S '� '2Z qoo�Rvg_S l ,I o N ' ( Ilk TOWN OF SOUTHOLD BUILDING DEPT. `yrournv, ' 765-1802 s INSPECTION [ ] FOUNDATION 1ST [ -I ROUGH PL13G. [ ] FOUNDATION 2ND - -[ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ '] ,FIRE SAFETY INSPECTION- [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE'RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) rl CODE VIOLATION [ ] PRE C/O REMARKS: r 0K_ DATE �� INSPECTOR a0FS0UTy " �1 * TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm��' 765-1802 -1 NSPEC ION [/] FUNDATION 1ST [ UGH PLBG. UNDATION-2ND [ INSULATION/CAULKING AMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: fvo�m� �WCA QtAA�kV- � . 44, DATE �� INSPECTOR J �� o�aOF SOUIyOI TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION , [ ]- FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULAn/T�ION/CAULKING [ ] FRAMING /STRAPPING [ FINAL Up [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: I o'er DATE T towll INSPECTOR 1 OFSOUTyO� # # TOWN OF 'SOUTHOLD BUILDING DEPT. roum765-1602 - INSPECTION - [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ]' FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: �� DATE ( INSPECTOR :07 a GRCH ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH SUITE 202 1 ISLANDIA, NY' 11749 WWW.GRCHARCHITECTURE.COM (631)864-3395 April 26, 2021 Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold, NY 11971 Att: Mr. Michael Verity Chief Building Inspector Re: Harvest Pointe at Cutchogue Screened in Rear Covered Porch Unit# 116—Permit#45378 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. qPrincal submitted, ��o eD�RFy�X�` �� ny,AIA, LEED AP (P '90123811 Q TFDF NE�� Home Energy Rating Certificate Property HERS Holly Al - Lot 116 Rating Type: Confirmed Certified Energy Rater: Michael Caruso Harvest Pointe Rating Date: 2021-07-29 Rating Number: MC193 23 Harvest Pointe Ln Registry ID: 370496496 Cutchogue, NY 11935 Estimated Annual Energy Cost HERS Index: 54 Efficient Home Comparison: 46% Better Use MMBtu cost Percent Heating 65.8 $152 10% General information Cooling 1.7 $98 6% Conditioned Area 3757 sq. ft. House Type Single-family detached Hot Water 12.1 $13 1% Conditioned Volume 42016 cubic ft. Foundation Conditioned basement Lights/Appliances 24.6 $1181 75% Bedrooms 3 Photovoltaics -0.0 $-0 -0% Service Charges $120 8% Mechanical Systems Features Total 104.3 $1565 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 133.00 CFM25 2015 IECC UA Compliance Ventilation System Exhaust Only: 76 cfm, 23.2 watts. 2015 IECC HERS ERI Programmable Thermostat Heat=Yes; Cool=Yes 2015 IECC ERI 2018 IECC UA Compliance Building Shell Features ECCC New York State 2020 Ceiling Flat R-37.7 Slab R-0.0 Edge, R-0.0 Under Sealed Attic NA Exposed Floor NA Vaulted Ceiling NA Window Type U-Value: 0.290, SHGC: 0.280 Above Grade Walls R-21.0 Infi tration Rate 1490 CFM50(2.13 ACH50) Foundation Walls R-13.0 Method Blower door 1,490 x 60min = 89,400/42,016ft" 2.1 A @ 50 Pa Energy Testing Services, LLC. Lights and Appliance Features 1648 Locust Ave Unit E Interior Fluor Lighting (%) 0.0 ange/Oven Fuel Natural gas Bohemia, NY 11716 Interior LED Lighting (%) 100.0 Clothes Dryer Fuel Natural gas 631-244-9333 Refrigerator(kWh/yr) 623 Clothes Dryer CEF 3.93 Dishwasher(kWh/yr) 270 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: �. REM/Rate-Residential Energy Analysis and Rating Software v16.0.6 This information does not constitute any warranty of energy costs or savings. ©1985-2021 NORESCO, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. Energy Testing Services 2021 Combustion Safety Testing Form Certified Home Address: 23 Harvest Pointe Ln City: Cutchogue Builder Name: Harvest Pointe Builder Tracking# Combustion Appliance Zone(CAZ)# of Location of this CAZ: Basement (Use additional forms if more than one CAZ or rf home has multiple heating systems or water heaters) Date of Test: 2021-07-29 Outdoors Temp During Test: 82 OF CAZ Depressurization NOTE:Net Change=Test Pressure–Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: N/A PPM Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes❑ No –r1—.-1 Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: eating a,�ySteyYt' Primary: Yes ✓❑No❑ Tvpe: Furnace a Boiler❑Heat PumpQ Other❑ t z Venting Type 3 Drat Sin Ilaee Sin lla2e' CO CO. Efficiency Fuel Tyne Circle T e ascal) (Worst Case (Natural) (Worst Case (Natural) Rating:95.0 NOP❑O❑E❑ N❑N❑ME S_2 N/A Pa. Pass❑✓ Fail❑_ Pass_❑✓Fail❑ N/A PPM NIA PPM W.tate�xHeater,.'., Primary: Yes ❑_✓ Type: Standard Tank alndirect❑Tankless El Size: 75.0 Style Common Vent El 4 ,r4. t fie n No Instantaneous❑CommercialL�(See Note 5 below) Gallons) ' Stand Alone ❑✓ s a Venting Tvpe 3 Draft S nllaw- Spillage(Natl) , CO CO E tcien Fuel Tvpe t i (Nat— 1) Type)yep) (Pascal) (Worse Case) (Worse Case) (Natural) EF: 0.69 1 NOP❑O❑E❑ N❑M❑S❑✓ N/A Pa. Pass[DFail❑ PassR1Fail❑ N/A PPM N/A PPM Owen'',; .- Oven is Electric or No Oven Exists ElOvenRange Hood Vented to Outside Yes❑✓ No❑ Oven CO 2 PPM Ambient CO(During Oven CO Testing) 0 PPM 'Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 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., Commonl Vented with Heating System or Stand Alone(Independently Vented or Orphaned) 5 Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE. If Water Heater Type is"Commercial'and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial'and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Michael Caruso Rater Number: 7960376 Rater Signature: �� a�0 Date: 2021-07-29 - - wrightsoft, Manual S Compliance Report Date: July 2nd 2021 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Project • • For 23 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 cod 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. .� wrightsoltt"" 2021-Jul-02 16 43 43 Right-Suite®Universal 2018 18 0 32 RSU20066 page 1 Model Al MAN JSD1Rimor Model Al MAN JSD JA rup Calc=MJ8 Front Door faces W l Residential Plans ExaminerReview • Form rm /'11CCK, for • (Loads, • • 15 Mar 09 nrCp�&mgftnrmsdMm�m Header Information Contractor Energy Testing Services LLC REQUIRED ATTACHMENTS ATTACHED Manual J1 Form(and supporting worksheets) Yes ❑ No ❑ Mechanical license or MJ1AE Form*(and supporting worksheets) Yes ❑ No ❑ OEM performance data(heating,cooling,blower) Yes ❑ No R Building plan# Manual D Friction Rate Worksheet Yes ❑ No lj Duct distribution sketch Yes ❑ No F] Home address(Street or Lot#,Block,Subdivision)23 Harvest Pointe Lane,Cutchogue, NY 11935 HVAC LOAD CALCULATION ,0 Desiqn 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 ft' Summer Design Conditions Number of occupants- 3 Outdoor temperature 83 °F Indoor temperature 75 °F Windows RJP�hMinclow Grains difference 30 gr/Ib @50% RH Eave overhang depth 1 0 ft Sensible heat gain 19979 Btuh Internal shade blinds Blinds,drapes,etc. EaLatent heat gain 3977 Btuh D Total heat gain 23957 Btuh Number of skylights 0 EQUIPMENTHVAC • ,• Heating Equipment Data Cooling Equipment Data Blower Data Equipment type Gas furnace Ec�wpment type SphtAC Heating cfm 875 umace,Heat pump,Boiler,etc. v Conditioner,Heat pump,etc Cooling cfm 800 Model Generic Model Generic Static pressure 0 60 in H2O AFUE 92 SEER 16 0+ Fan's rated external static pressure for design airflow Heating output capacity 48000 Btuh Total cooling capacity 0 Btuh Heat pumps-capacity at winter design outdoor conditions Sensible cooling capacity 0 Btuh Aux heating output capacity 0 Btuh Latent cooling capacity 0 Btuh HVAC DUCT DISTRIBUTION SYSTEM DESIGN ( 6 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) I ded'are,the load calculation,equipment,equipment selection and duct design were rigorously performed based on the building plan listed above. I understand the claims made on -forms •- subject to review and verification. Contractor's printed name: Contractor's signature: Date. Reserved for County,Town Municipality orAuthority having jurisdiction use. *Home qualifies for MJ1AE Form based onAbridged Edition Checklist Wri�ghltsoft` Right-Suite®Universal 2018 18 0.32 RSU20066 - - wrightsoft® Load Short Form DaJuly 2nd 2021 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Pr6ject Information For. 23 Harvest Pointe Lane, Cutchogue, NY 11935 Design Information Htg Clg Infiltration Outside db(°F) 10 83 Method Blower door Inside db(°F) 68 75 Shielding/stories 3(partial)/2 Design TD (°F) 58 8 Pressure/AVF 50 Pa/1422 cfm Dally 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 wrightsotft" 2021-Jul-02 16 43 43 �yw+ . Right-Suite®Universal 2018 18 0 32 RSU20066 Page 1 ACCX Model Al MAN JSD1Rimor Model Al MAN JSD JA rup Calc=MJ8 Front Door faces 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. @ 088 RSM 15472 Latent cooling 3500 TOTALS 3788 46217 18972 875 800 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - wrightsogt® 2021-Jul-02 16 43 43 ,v+�+ a .•:w m ,w.p Right-Suite®Universal 2018 18 0 32 RSU20066 Page 2 H�i`ip1 Model Al MAN JSD\Rimor Model Al MAN JSD JA rup Calc=MJ8 Front Door faces W - 9 d Project Summar Job: Wri htSoft J Y Date: July 2nd 2021 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Project • • For- 23 or23 Harvest Pointe Lane, Cutchogue, NY 11935 - Notes DeSign • • Weather: Suffolk Co.Ap, East Quogue(Islip Dd), NY, US Winter Design Conditions Summer Design Conditions Outside db 10 °F Outside db 83 °F Inside db 68 °F Inside db 75 °F Design TD 58 °F Design TD 8 °F Daily range M Relative humidity 50 % Moisture difference 30 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 40897 Btuh Structure 16210 Btuh Ducts 999 Btuh Ducts 776 Btuh Central vent(68 cfm) 4320 Btuh Central vent(68 cfm) 596 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 46217 Btuh Use manufacturer's data n Rate/swing multiplier 0.88 Infiltration Equipment sensible load 15472 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial) /2 Pressure/AVF 50 Pa 1422 cfm Structure 1968 Btuh Ducts 134 Btuh Central vent(68 cfm) 1398 Btuh Heating Cooling Outside air Area(ft2) 3788 3788 Equipment latent load 3500 Btuh Volume(fta) 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 Coll 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 060 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 083 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. W rightsOft- 2021-Jul-02 16 43 43 Right-Suite®Universal 2018 18 0 32 RSU20066 Page 1 ACCli Model Al MAN JSD1Rimor Model Al MAN JSD JA rup Calc=MJ8 Front Door faces W c N Second Floor Bed 81 dm 129 dm 3f1 drt8 Loft 6x16 Ffter "Ref laW 28 dm 6x16 10" 2 Stair Up Job#: Energy Testing Services LLC Scale 1 106 Performed by Energy Testing Services L... Page 1 1648-A Locust Ave Right-Suite®Universal 2018 23 Harvest Pointe Lane,Cutchogue,NY 11935 Bohemia,NY 11716 16 0 32 RSU20066 2021-Jul-02 16 43 59 SD\Rimor Model Al MAN JSD JA rup N Main Floor Broan Exhaust Fan Model L150 68CFM Energy Star c m Contnuous Use Timer Breakfast Area 01 CfM L51 cfm �82 cfm 1182 rin Master Bath Master Bed 9199 dm f. dm Kitchen Living Room Ha➢ S�f3rsst WIC 1 cflh Ra undr�EWIC 12 crrrn�1 T chrh Stair Foyer Bed 2 g Garage IL91 cfm 8'91, ,lob#: Energy Testing Services LLC Scale- 1 • 106 Performed by Energy Testing Services L... Page 2 1648-A LocustAve Right-Suite®Universal 2018 23 Harvest Pointe Lane,Cutchogue,NY 11935 Bohemia,NY 11716 18.0.32 RSU20066 2021-Jul-02 16.43,59 SD\Rimor Model Al MAN JSD JA rup V N Basement Make up air 68 \r_Gnn i Skutde Model 2161 262 chn 6" 9" 6" 14" 6- 8. B. x 16 10 - - - - T28— - - — - - T10" fi 9"36x 1 5" 90 4" 4" Basen ant 2fi" g" up Wiser Ret Poser 10" 4x 16 10" -- 9" 87 cfm 87 cfm 87 cfm ,lob#: Energy Testing Services LLC Scale: 1 : 106 Performed by Energy Testing Services L... Page 3 1648-ALocustAve Right-Suite®Uwersal2018 23 Harvest Pointe Lane,Cutchogue,NY 11935 Bohemia,NY 11716 18 0 32 RSU20066 2021-Jul-02 16 43 59 .SD\Rimor Model Al MAN JSD JA.rup - - wrightsoft* Duct System Summary Date: Jul 29,2021 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Project • • For 23 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 001 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 • o Brahch Detail Table Design Htg Clg Design Diam H x W Duct Actual Ftg Eqv Name (Btuh) (cfm) (cfm) FR (in) (in) Mat[ Ln(ft) Ln(ft) Trunk Basement h 144 87 8 0 0 Ox 0 MtFx 0 0 Basement-A h 3482 87 8 0.004 80 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 315 950 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 90 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 80 Ox 0 MtFx 25.8 325.0 st2A Lrvmg Room-A c 1455 72 82 0.003 80 Ox 0 MtFx 15.5 215.0 st2 Loft c 539 26 30 0.001 5.0 Ox 0 MtFx 68.0 410.0 st7 Master Bath C 894 34 51 0.002 6.0 Ox 0 MtFx 38.3 325.0 st2A Master Bed C 932 51 53 0.002 6.0 Ox 0 MtFx 53.0 295.0 st5A Master Bed-A c 932 51 53 0.002 6.0 Ox 0 MtFx 52.8 300.0 st5 WIC 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 2021-Jul-02 16 43 43 �~ WCIw9t115Oft� Right-Suite®Universal 2018 18 0 32 RSU20066 Page 1 Model Al MAN JSD\Rimor Model Al MAN JSD JA.rup Calc=MJ8 Front Doorfaces W Supty Trunk, Detail TabJe Trunk Htg Gig 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 0.001 206 299 16 x 36 ShtMetl st2A Peak AVF 375 407 0.001 204 230 16 x 18 ShtMetl st2 st7 Peak AVF 92 111 0.001 167 142 16 x 6 ShtMetl st6 st8 Peak AVF 28 18 0.002 41 8.4 16 x 6 ShtMetl st6 ® ® - • Grille Htg Gig 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 0 004 245 140 Ox 0 MtFx Q�ka N Tkb le Trunk Htg Gig Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt2 Peak AVF 788 936 0.001 219 28.0 0 x 0 ShtMetl rt2A Peak AVF 119 129 0 001 236 10.0 0 x 0 ShtMetl rt2 �-wrightsoft- 2021-Jul-02164343 Right-Suite®Universal 2018 18 0 32 RSU 20066 Page 2 ACM Madel Al MAN JSDIRimor 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.C;RCHARCHITE;TURE.COM (631)864-3395 April 23, 2021 Town of Southold Building Department 53095 Main Rd P.O. Box 1179 Southold, NY 11971 Attn. Michael Verity _ Chief Building Inspector Re: Harvest Pointe at Cutchogue Cutchogue, New York Unit No. 116/ Permit No. 45378 Dear Inspector Verity: Please be advised that the basements of the above referenced units constructed•, on site meet the requirements for conditioned space as defined in the 2015 IRC and Energy Code as well as the 2017 Code Supplement. espectfu ly submitted �ERED ARC \ gERT C/yj�C� tG Gle herveny, AIA, LEED AP Pri ipal �T 02381' Q SOF NE�y i .r„i'�-t'+1�f ';�...i,,,�,.T,�',J*�:�,",��s`s.'..:` :s3.,•,-� = T�;�;i�:'s6;v;i,£.,f�• �•. Y,`ti:; }} RE di GRCH AtRCHITECTU y�la Y } d`l't:45':'y.Lu�'a�a�i,✓9:" ,:,ji e, `-itr" "rh`i'S 1''..'}n A.. 3750 EX PRESS DRIVE SOUTH SUITE 202 x.. ti J• � ��, _�,;�: ,.: >=:: IS1.ANDIA, NY 11749 WWW.GRCHARCHITECTURE.COM - - -� (637)864-3395 November 14, 2018 Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold NY 11971 Attn. Ms.Amanda Nunemaker Plans Examiner Re: Harvest Pointe at Cutchogue Dear Ms. Nunemaker, The following two insulation products noted below have been selected for their flame/smoke spread properties to meet the requirements of the New York State Residential Code for both spray foam and draped blanket insulation exposed in basement condition. Spray Foam Insulation at Rim Joist: Sill Plates Headers and Rim Joist (Residential Code Section R316.5.11 Maximurn thickness 3 %" (provided ±3") Flame spread index 25 or less and smoke-development index of 450 or less is provided: Provided/ Installed Bayseal Closed Cell Spray Foam Insulation report less than 4" (see products sheet) provides flame spread index of 25 or less and smoke-development index less than 450 in accordance with ASTME84. Draped Foundation Wall Insulation Blanket (Residential Code Section R302.10.1 Insulation materials, including facings shall have a flame spread index not to exceed 25 with an accompanying smoke. Development index not to exceed 450. Provided/ Installed: "Ecotouch Flame Spread 25 Fiberglass Insulation: (see product cut sheet) Provides a flame spread Index of less than 25 and smoke-development Index less than 50 in accordance with ASTM 8 . espectfully submi ed, ED Agcy �5 QgERr cy v 2 Glen Cherve y,i IA, LEED AP rA� ; Principal 02303 �Q FOP NES 3 ' RAffCHANICAL 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 i 20 Feldland Street, Bohemia. NY 11716 - (631) 563-1298 Fax: (631) 563-2954 OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex � Q�� P.O.Box 1179 54375 State Route 25 �� ^ Southold, NY 11971 (cor.Main Rd.&Youngs Ave.) se Southold,NY Telephone:631765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE 3 TOWN OF SOUTHOLD June 25, 2021 Mr. Henry Alia Rimor Development LLC P.O. Box 908 Cutchogue, NY 11935 Re: Site Plan Inspection, Certificates of Occupancy Units 41, 42, 89, 90, 116 and 116 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#41, 42, 89, 90, 115 and 116 of the above-referenced Residential Site Plan have been completed based on the site inspection made on June 17, 2021. These units and the supporting infrastructure on site are now in general conformance with the approved site plan dated September 26, 2017 and the Planning Board supports the issuance of a Certificate of Occupancy for these six (6) units. Please note that there are many ongoing conditions of the site plan approval, with the most relevant to the occupancy of the residential units being no parking of vehicles, equipment, or dumpsters and no staging of materials on the internal streets being used by residents. These conditions will continue to be enforced. This letter does not condone any changes from the approved site plan and approvals from other agencies. Please call the Planning Department with any questions. Respectfully, r Do Id J. Wilcens'_ki Chairman cc: Michael Verity, Chief Building Inspector Michael Collins, Town Engineer SO Four SCOTT A. RUSSELL �;��o'�� MICHAEL M. COLLINS, P.E. SUPERVISOR :' `- TOWN ENGINEER TOWN HALL - 53095 MAIN ROAD G. ++ TOWN OF SOUTHOLD,NEW YORK I1971 j Tel. (631)-765-1560 Fax (631)-765-9015 A41C11AEL COLLINSra�'l-nWN SOUTI I0LD.1•; MS OFFICE OF THE ENGINEER TOWN OF SOUTHOLD Brian Cummings June 18, 2021 Southold Town Planning Department 54375 Main Road Southold, New York 11971 Re: Harvest Pointe—Units 41, 42, 89, 90, 115 & 116 Chapter 236 Inspection Dear Mr. Cummings: I have inspected Harvest Pointe and determined that the developer has achieved final stabilization for the front and side lawn areas of these units. The rear areas have not achieved final stabilization but have been seeded and should be fully stabilized within two weeks. Additionally, the driveways of these units have not yet been paved but the base material has been placed and thoroughly compacted. Due to the location of 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 six (6) units at this time. If you have any questions concerning this review please do not hesitate to contact my office at (631) 765-1560. Sincerely, Michael M. Collins, P.E. Town Engineer cc: Michael Verity, Chief Building Inspector FOUNDATION(IST) t 1p M#.I',I I Ar w ir,r-,ft", m FOUNDATION 1 ilk 7,F'tfr,V2 m J V MAINSULATION PER N.Y. _. ROUGH FRAMING& STATE ENERGY CODE. '_ t TOWN OF SOUTHOLD BUILDING-PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT ' •Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 r - �— p� Suryey Southoldtownny.gov } PERMIT"& J 3 a Check Septic Form N.Y.S.D.E.C. ?- Trustees , C.O.Application c�� Flood Permit Examined ,200e 1 1 Single&Separate cUl OCT 1 9 2020 Truss Identification Form Storm-Wate— / Contact: Zmo, Dov"VAIReivrj-4 Approved IJ 2 T(Yx, 7T•?�,*� aJ'P x''""-i°� - Mail to: Disapproved a/c / &e- N Phone: Expiration 2 Bui ing nspector APPLICATION FOR BUILDING PERMIT a '•`- ` Date—(.,O 20 06 INSTRUCTIONS 4pp,,, `gin MUST be completely filled in by-typewriter or in ink and submitted to the B-uilding Inspector with 4 sets ofplar. Lccuratd_pi6i p'lan'10 scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shal l be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in,whole'or in part for any purpose what so ever until the Building Inspector issues a Gertificate of Occupancy. ' f. Every building permit shall expire if the works authorized'has not commenced within 12 months after the date of issuance'-or has not'been-completed withiml$ ihioriths'from such date. If no zoning dmendm"ents or other regulations affecting the property have been enacted in the interim,the Building Inspector may authbi-iie,'in writing,--the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPL1CATibN IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town-of Southold,-Suffolk County,New•York,and other applicable,Laws, Ordinances,or Regulations, for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations,and to admit authorised inspecterspn.; r iilj itis and in building for necessary inspections. (Signature of applicant or nanie,if a corporation) (Mailing address of ap licant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor,electrician, plumber or builder Uu9 ne.+/ r Name of owner of premises RIWVOK )1 -eVd0e_AVd-1,t_C (As on the tax roll or latest deed) If applicant'is a corpo'r i n, signatur o c}uly a th9qzed offic r p , m 11 (Name and title of corp ate officer) :a Builders License NO. PlumbersLicense No. Electricians License No. Other Trade's License'No. 1. Locatioil Qf land on w ich propo ed wort will be done: Cu"0', V tom ._ House Number Street Hamlet County Tax Map No. 1000 SectionBlock's' f Lot :r Subdivision Awv� �O Filed Map No. Lot (60 NPO 4 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work(check which applicable):New Building � Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost ® Fee - (To be paid on filing this application) 5. If dwelling, number of dwelling units / Number of dwelling units on each floor - t) number of cars Gaal/ 6. If business, corrirnercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions-of ekisting structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories ►� 24 y 11 8. Dimensions of entire new construction: Front Rear a Depth Height �$` '` Number of Stories wo 9. Size of lot: Front Rear Depth t 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 'l/ 13. Will lot be re-graded? YES ANO Will excessfillbe removed from premises? YES NO >O �IWI.®✓ art�/d 6' 0 �A�Ci W � .��C7 �� 14. Names of Owner of premises L11G. Address l4 Phone No. Name of Architect I�—C-H Address ZS 4 'a. 1� Phone No Name of Contractor SGt� 44 Qw� Address Phone No. --/—� 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE RE RED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. I6. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topogr>_phi.ca1*. td,.oh sucvey. '18. Are there any,covenants and restrictions with respect to this property? YESNO * IF YES, PROVIDE A COPY. �E•� �.� �( �� yi,� t STATE OF NEW YORK) SS: COUNTY OF-S being duly sworn, deposes and says that(s)he is the applicant (Name of individual signi j contract)above named, (S)He is the (Contracibr,Agent, Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said wo d to make and file this application; that all statements contained in this application are true to the best of his knowledge an e f, and that the.work will be performed in the manner set forth in the application filed therewith. Sworn tbefore;me this l0 day of,' 20 4 0 `-Z SHERRY PIRONE Nota P blic NOTARY PUBLIC,STATE OF NEW YORK gnature ofp ant Registration No. 01 PI6388308 Qualified in Suffolk County Commission Expires March 04. 2023 -- - - ----------- -- - - --- - - - -- - ---.__--_. ._ —-------— t'u ✓ n BUILDING DEPARTMENT- Electrical Inspector �1 CIO TOWN OF SOUTHOLD � sn Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 " _`° � ;h` Telephone (631) 765-1802-FAX (631) 765-9502 Temporary Certificate #___9 0 I Date 3/2- 2021 Customer Name Electrician Name T �go , Address '__ ® (jN 1 b Phone 5 1-10 5041 e-mail e-mail M-rCp,0 , Cc.. Phone 611 67A 2=447 ILicense # 3200tjo Size I SO A Phase / Overhead Underground # of Meters 77 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 #1 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 days from the date above. Authorized by �..-. V, ` , BUILDING DEPARTMENT-Electrical inspector 'OWN OF SOUTHOLD Town Hall Annex- 54375 Main;Road - PO Box 1179 Southold, New York 11971-0959 ;Telephone (631) 765-1802 - FAX (631) 765-9502 ` .,: �,;t;'• :Yry errr,�southoldto��nny.ao�teandso�aiholclfownny.00v APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Au Information Required) Date: ' C) � of .q Company Name: Dame: l License No.: 13 � em il: \ C Address: o n t un, Phone No.: F Ca JOE SITE INFORMATION (All Information Required Name: ' LL C ou'ol Tb E,�l+e- Ca- C�'t,t Address: - I iT" Cross Street: ' t ne" L< Phone No.: �i Bldg.Pertrlit#: 3 email:46am Tax Map District: 1000 Section: Q, 01 Block: 1. 0 Lo BRIEF DESCRIPTION OF WORD (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: YES NO Rough In Final Do you need a Temp Certificate?: ES O Issued On Temp Inform .ation• (All information required) Service Size& 3 Ph Size: I`�d A # Meters _ Old Meter# (eZwSer�v ' - Fire Reconnect-Flood Reconnect- Service Reconnected -underground -Overhead #Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Request for Inspection FormAs )D �� o�oSisFF01 BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 o � _ �,�, • Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(@,,southoldtownny.gov — seand(c�southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: Name: License No.: email: Phone No: ❑I request an email copy of Certificate of Compliance Address.: JOB SITE INFORMATION (All Information Required) Name: f ry1( Address: Cross Street: Phone No.: Bldg.Permit #: email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Check All That Apply: Is job ready for inspection?: ❑YES ONO ❑Rough In ❑Final Do you need a Temp Certificate?: OYES ONO Issued On Temp Information: (All information required) Service Size ❑1 Ph ❑3 Ph Size: A # Meters Old Meter# ❑New Service ❑ Service Reconnect ❑ Underground ❑Overhead # Underground Laterals ❑1 ❑2 ❑H Frame ❑Pole Work done on Service? ❑Y ❑N Additional Information: PAYMENT DUE WITH APPLICATION Electrical Inspection Form 2020 xlsx PERMIT# ° r Switches 4 { 1 Nq iel i M 1 1 y 6 Outlets � • i � `I'Txy I�1 G F I's Surface 1 Sconces /j HH's..,m ItIII UC Lts Fans Fridge HW Exhaust Oven W/D (1 Smokes DW Mini Carbon Micro Generator Combo \ Cooktop Transfer AC ' AH Hood Service / Amps Have �fUsed Special: �� I �i f� )`� vl�,� ® Ll Comments �4 I. 39.22' 90 Ae 89 88 A A /IN :ter R7—XR R7 t XL--\. swHarvest Pointe -atwo, = r ' '-� sG a.�„ •ti:,,, cam ^s=.#--',`. <*c.fw. �`" 011, x � 4,11 � ;2ty �e3 - -rxa� Y - ----- - Cutchogue, New York _- FLUSH CURB Town of-Southold No Revision Date APPvd '. -tee:>• -- -- 13 TOWN/SCDHS REVISIONS 7/28/17 AVL X16 12 TOWN REVISIONS 6/14/17 AVL 115 A. A [ 11 SCDH REVISIONS 4/22/17 AVL ' t� 10 REVISED PHASING PLAN PER TOWN 4/6/17 AVL 39.22' 39.22' 9 TOWN REVISIONS 3/27/17 AVL 8 SCDH REVISIONS 3/9/17 AVL R.e'dr Bate July 10, 2015 1 PIPE SHALL BE 15" CPP WITH- A SLOPE OF U7 i FOLLOW' UNLESS OTHERWISE NOTED: ® STANDARDS: SPECIFICATIONS SHALL INCORPORATE THE PROVISIONS OF THE AWWA STANDARDS AND/OR MANUFACTURER'S RECOMMENDED \IECTIONS TO BE 4" DR-18 WITH MINIMUM SLOPE INSTALLATION PROCEDURES. 3E MINIMUM 6" DR-=-18 PVC OR CAST IRON WITH A 0 BEDDING: A CONTINUOUS AND UNIFORM BEDDING SHALL BE PROVIDED IN THE TRENCH FOR ALL BURIED PIPE. BACKFILL MATERIAL SHALL BE TAMPED IN LAYERS AROUND THE PIPE AND TO A SUFFICIENT HEIGHT BE C900 BLUE BRUTE DR-18 PRESSURE PIPING ABOVE THE PIPE TO ADEQUATELY SUPPORT AND PROTECT THE PIPE. WATER MAIN TO BE 10" WITH 6" HYDRANT STONES FOUND IN THE TRENCH SHALL BE REMOVED FOR A DEPTH OF AT LEAST SIX INCHES BELOW THE BOTTOM OF THE PIPE. SERVICE CONNECTIONS TO BE 1". ® COVER: ALL WATER MAINS SHALL BE COVERED TO A MINIMUM DEPTH OF 54• INCHES WITH EARTH OR OTHER INSULATION TO PREVENT ,INIMUM OF 10 FEET OF SEPARATION BETWEEN FREEZING. WER/DRAINAGE LINES. , o BLOCKING: ALL TEES, BENDS, PLUGS AND HYDRANTS SHALL BE IINIMUM SEPARATION OF 20 FEET FROM SANITARY PROVIDED WITH REACTION BLOCKING, TIE RODS OR JOINTS DESIGNED ALL DRA'S AND DRYWELLS. TO PREVENT MOVEMENT. 41NIMUM SEPARATION OF 10 FEET BETWEEN 3. TESTING WATER/DRAINAGE LINES. PLANS AND SPECIFICATIONS SHALL REQUIRE THE FOLLOWING: -ERVICES TO BE INSTALLED BY PSE&G AND MAY VARY DUE TO FIELD CONDITIONS. ELECTRIC © PRESSURE AND LEAKAGE TESTING: ALL TYPES OF INSTALLED PIPE HYDRO-ACTION UNITS SHALL MAINTAIN 5 FEET SHALL BE PRESSURE TESTED AND LEAKAGE TESTED IN ACCORDANCE TION FROM ALL SANITARY APPURTENANCES. WITH THE LATEST EDITION OF AWWA STANDARD C600. ® DISINFECTION: WATER MAINS ARE TO BE DISINFECTED IN Z/DRAINAGE LINE CROSSINGS SHALL MAINTAIN A ACCORDANCE WITH AWWA STANDARD C-651-86, OR THE LATEST EPARATION OF 18" MINIMUM BETWEEN PIPING. (SEE REVISION, CONTRACTOR SHALL ENSURE ALL CROSSING 0 BACTERIOLOGICAL TESTING: BACTERIOLOGICAL ANALYSES OF WATER T DURING CONSTRUCTION. SAMPLES COLLECTED AFTER DISINFECTION ARE -REQUIRED AT LOCATIONS SPECIFIED BY THE SUFFOLK COUNTY DEPARTMENT OF S TO MAINTAIN ALL REQUIRED VERTICAL HEALTH SERVICES. GENERALLY, A BACTERIOLOGICAL SAMPLE IS REQUIRED FOR EVERY 1000 LINEAR FEET OF WATER MAIN OR PORTION THEREOF. INSTALLED UNDERGROUND. Unit Numbers Habitable Garage Area Total (SF) Pointe at Area (SF) (SF) 77-124 1,999 486 2,485 Cutchogue 1,3,8,10,12,14, 21,23,26,27,29, Cutch®gue, New York 1,33,36,39,41,45 1,599 363 1,962 Tin South®Id 5,47,49,50,52,54, ,58, 59,68, 72,76 No. Revision Date Appvd. 13 TOWN/SCDHS REVISIONS 7/28/17 AVL 2,5,6,9,11,13, 19,20,22,24, 12 TOWN REVISIONS 6/14/17 AVL 5,28,30,32,35,38, 1,599 363 1,962 11 SCDH REVISIONS 4/22n7 AVL 3,42,44,48,51,53, 7,60162,64;66T70;- - _ �4 ` _ 10 REVISED PHASING PLAN PER TOWN 4/6/17 AVL -- 73,74,75 ----—-- - - - - _• 9 -TOWN REVISidhf 3e21/1 4,7,34,37,43,55, 8 SCDH REVISIONS 3/9/17 AVL 1599 380 a ;>; • u :::,• .5:,.;H°. " 'el,oe� d ;1,63,65,67,69,71 1,979a y ,r "rte , r., •7. �y �`",,1N= , P •fry;tie's r^ - .`, ?, t,•,.•.'ti-'�:-e• 15,16,17,18 1,999 40$ 2,407 Issued for Date July 10, 2015 N/A 6,188 N/A 6,188 SC T a 1'®��®�� 1-3 3. SCDHS Approval F"'UPIMIff DE-PA *M0J`t OF IqE nq.9ERVECE8 FOB APPROVAL O€9 t'OR A SINGLE&S LY RESIDEMM 0140f /Z fo-17- Jit.� ¢� APPROVED Drawing Number FORT EWI USS SORES THREE YEARS FROM OATS OF APPROVAL � Of NE I.. � 741 Sheet of I D « 9 24i i Project Number 29305.00 C S Reference # CIO-06-00""13 Z 0 LMU'n f_IGE T�� II�sPectad Dept. Heal$ ! . 68 ,'5%, 48 HOUM I n AR 1�an ce APPRW D IN ACCORDANCE WITH BOARD OF � REVIEW DETERMINATION DATED S--S- 12 � co w ~ SUBJECT,TO COV0ANTS RESTRIC' TONS LIBER 4' L Lll o C7�.. J ® o �-" w eO o Lt Q ��y W r U FFIOR lGINE,EWSS CERTIFICATION' MvQu1ei,ED, �_ > � i1 JI�I1 n PE. 0—R R.A. Cr-,K 'lji�.r yjcr4 O INSTALLATION ANE; COP45 a 7 UCTION � f- o CP° �. U FOR FUNIAL APPROVAL, Syr,e.�a 0 ,,m z 3: es z Suffolk County Department of Health Services Approval for Construction-®then Than Single ri amily Reference No._ "®-g6=jg2/j_Design Flow PROJECT NO.: 00026 Uses) _� �_Efoe �� 'd �.__._-.-_ DRAWN BY: KGK These plans have been revievred for general conformance with Sufloll?; County Department of Health Services standards, relating to 111ater CHECKED BY: TFL supply and sewage disposal. Regardless of any omissions, DATE: inconsistencies or lack of detail, construction is required to bo in accordance with the attached hermit 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 Appraval Date Reviewer Ij SHEET NO.: F 5 S.C.D.H.S. APPROVAL_ 4537 NOTES: 39 O' O THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE c+i pj PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE N NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, 6.1 J M 2 3' 1 I 1 PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION m LLJ IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, O 0 II :DZ PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY 0 to p U PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED Z Z `- rn Q PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY IF 0 0 c- m _j AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE 4 7' Q c)Z m ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND THE NOTATION'ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ZLL = 12 9' ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION D COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED 1 7' 0 Q W SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY N NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS pj Z w OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED 15 7' o N 30 9' O PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUBSURFACE ^^ LLI CONDITIONS IF ANY,INCLUDING BUT NOT LIMITEDTO WETLANDS,WATER COURSES, N 53`05'40" E 37.12' 1.1.. d SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS OTHER THAN VISIBLE PERMANENT STRUCTURES p 20 5' �, ca COPYRIGHTO NELSON 8 POPE,ENGINEERS AND SURVEYORS ALLRIGHTS 28 5' RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, cV o (A RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED V' 1 0, IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN PERMISSION OF THE SURVEYOR 3 4' J M N rn CO `" THIS PLAN WAS PREPARED TO ASSIST IN OBTAINING FRAMING PERMITS FROM LOCAL 0 11 w MUNICIPALITIES AND IS NOT AUTHORIZED NOR GUARANTEED FORANY OTHER Gi 12.8' LLI uj PURPOSE 12' Z Z - O� o c:) n/ ro Q LL LL F r Q ui p LL Z LID z 0 CO ch 8.1' O LL Oa 47' v � in 1.5' N N 1 5' 43 9' 3 9' N 53005'40" E 49.94' w NO L� L� C (0 N CO CO \\\\1111111111///, OF N oAft —� CA`c� S 81034'23" E > - 67.78' 's °`(T� Q O +41111111\\ S � ti 6 I co 01-08-2021 FOUNDATION LOCATION FOUNDATION AS-CONSTRUCTED FOR 167.99' (ACTUAL) N UNITS 115-116 UNIT DESIGNATION MAP OF S52°55'20"W HARVEST POINTE CONDOMINIUM 2 R=275,00 FILE NO.:490 FILED September 28, 2020 L=77.85 W SITUATED AT o TOWN OF I CUTCHOGUE S 40`52,3$„ E TOWN OF SOUTHOLD,SUFFOLK COUNTY, NEW YORK O M O 27.03 ' N C0 0)i SOUTH OLD S C T.M DISTRICT 1000,SECTION 102 01,BLOCK 0200,LOTS 59 8 60 S52055'20"W �, U) I NELSON & POPE 19.24' ) ENGINEERS & SURVEYORS } 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 by ku� PHONE(631)427-5665 FAX(631)427-5620 Z F- I T` WWW.NELSONPOPE.COM LL w SCHOOL HOUSE DRAWN BY: JE CADD No.:INDIVIDUALSOODPB s IS SCALE: LL Ix R F- LANECHECKED BY: PE FILE NO.: SHEET NO.: 'I OF 1 111=30' DATE: 1-19-21 PROECT NO.: 00026 J I - NOTES. _ THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE I 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 390, IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, DI° .cli- I Z= PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY 9 6' LU ^ 13:0 PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OFA LICENSED 6 1' �Ill 2 3' PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY IF Q AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE n U U 2 LL Z e- K I j ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND Z U O r w THE NOTATION`ALTERED BY FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH W v) }0 f- O 0 j I U ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION Oc1O �— rn aQ Q. O ad W 7) d j ¢ m COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY DI° 10.81 4 7' n _ a m J NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS OO. ,a N c)M I W 12 9' I OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED �O n II I U STONE BASE a 0 1 7' N DRIVE I 0 PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE Oo �LL: N W/8"PAVER a: 1, , CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, OF in LL U Q N BORDER I o w SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS OTHER THAN VISIBLE PERMANENT STRUCTURES ,57' o �Lu N 53°05'40",E 37.12' z N w ' 30 9' a� COPYRIGHTS NELSON&POPE,ENGINEERS AND SURVEYORS ALLRIGHTS LU RESERVED NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, \ 01 a 0 LU W ° E BOX O LU RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED a0 I 1 '/E—LU LU w DI Q IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN PERMISSION OF THE SURVEYOR EGRESS WIN, P8 S o 20 5' m D- WELL,TYP I `" W oin .01- C7 1 0, STONE BASE D Oa r�i rNiDRIVE U oF0 3 4' 11 11 Q `�' WBORDER R 10 (0 2ND STY.O/H i o'i -ja 0 13.7~ 12' W LLU L_ 126' I W vJ J Q W 1 w U = �U co o > N LUZ LL LU ^ a>I a Lo Lo 0 min z al m 0 �W D 47' o U CD Q 73' 8 1' Cl)� v U) io ci N 1 5' n 43 9' ri CONTROL N 53°05'40" E 49.94' MODULE S 36054'20" E ❑ ELECTRIC 238.59' PANEL R=275.00' .c ioA�2 L=214.39' O S 81034'23" E R m I { 67.78 J 'L O \\ s < I OW 0` 0 2 ,y0� U -- Q C R=415.00' ^ I co L=116.80' ai ! � F04-3O-2021 FOUNDATION LOCATION FINAL SURVEY FOR S 65°26'53" E 167.99' (ACTUAL) N SANITARY AS=BUILT240.02' UNITS 115-116 UNIT DESIGNATION MAP OF S52°55'20'W REFINA SURTEY HARVEST POINTE CONDOMINIUM 2 R=275.00' � FINAL SURVEY - L=77.85' W LU FILE NO.:490 FILED September 28, 2020 O SITUATED AT S 40052'38" E N C8 TOWN OF CUTCHOGUE CC) C:) Ln TOWN OF SOUTHOLD,SUFFOLK COUNTY, NEW YORK 27.03' 0 C14o O0 M, SOUTHOLD S C T.M DISTRICT 1000,SECTION 102 01,BLOCK 02 00,LOTS 059 000&060 000 S52°55'20"W aco 19.24' NL� LOL NELSON + POPE 4— - - A0 engineers •architects•surveyors c� Z W 70 Maxess Road,Melville,NY 11747. 631.427 5665•nelsonpope.com LL � SCHOOL HOUSE DRAWN BY: NP CADD No.:INDIVIDUALSURVEYS 00026_I SCALE: LANE CHECKED BY: PE FILE NO.: SHEET NO.: 'I OF 1 u DATE: 06-28-21 PROJECT NO.: 00026 1"=30' y �I 1 e 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, DI° PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION I w U 3� IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY 'I wW I D_ PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OFA LICENSED w C/) w PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY.IF 3 Q AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR ISALTERED,THE U,I w FSUFFOLIK COUN l H DEPAR U MENU OF HE&TH c71GV"6!f��U THE NOTATIONALTERING !ALTERED B NEER DFOL OWED BY HIIS SIGNATURE AND THESURVEYOR SHALL AFFIX TO THE ITEM HDA OFIS SEAL SUCH w o I ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION 39.0' b 1WATER 3 I��®V�®aP'�:0�`�.�,T�SUI.TE® 43CSS I°®i�DI° ri SERVICE I uJ q �*nn p R ® 2p��R COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED W � w_.y,_ 1 ! A o711f GLE-LL'' ,-YRESIDENCE tlCE SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY z ®�Q� �� 0Z I.S.Rel.No.��e l� -®120 6 1 W 2 3' 'L 3 NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS 0] OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED �U I } W LU a-- U I I I _ UNDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED Of � >-0 Z w 3 p he s gg l W4�lWY S uc y cft3 9&utb DSVO I AS TO ACCURACY,EXISTENCE,EXACT LOCATION,TYPE OR USE,ACTIVE OR INACTIVE. m ELECTRIC AND GAS UTILITY LOCATION PROVIDED FROM PSEG DISTRIBUTION DESIGN 20 of �W n [0 I Impeclad amilm caMad 1V0y 5e1903w Q&2T agr aw ea PLAN DATED 7/21/18 LOCATION OF GAS AND UTILITY IS APPROXIMATE AND LOCATED DI° Z Q Z �7 N I I 3 � �saddaR+6Fa y FOR A B�I�I f(S� �®� ' � TYPICALLY IN THE SAME TRENCH ACCURACY OF I TIS A E NOT N ON THIS M NOR IS �'W''��©'' `==��'"'YY "" THERE ANY GUARANTEE THAT ALL EXISTING UTILITIES ARE SHOWN ON THIS MAP O<Z 27' v I 12.9' w {� 4 CONSULT WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR W [O I 1 FURTHER DESIGN U s —S 1.7' j m�4'SDR-35 a rn [L O I N I L) I 3 W PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE zN"o }} zo 21 Z o Q N I D. O Craig (�{p�, 7� CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, F°� p_ I Ur w I O W .I U'Ou��"9 ��" �p��p,{ SOIL CONDITIONS,VEGETATION.TREES,PATHS.DEBRIS OR ANY OTHER CONDITIONS I O Z Cn 15 7 o I p 1 1 ^ Q ® ) u o 'cru OTHER THAN VISIBLE PERMANENT STRUCTURES N 309, LL COPYRIGHTO NELSON 8 POPE,ENGINEERS AND SURVEYORS ALL RIGHTS co I J G G m RESERVED NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING,G DI o w RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED I I I IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN Q 20.5' PERMISSION OF THE SURVEYOR 28 5' m I1, 4 Q. o > I, fV p j [7w 3 ADODIVTV'ONAL IMPROVEMENTS AND/OR POSSESSION,IF ANY,NOT LOCATED,NOT G >`0 24' — p z C I 1 0' I U I I I W Z ?ry N S-- S 3 4' I d ALL SANITARY PIPING 4'AND 6'SOR.95,TYPICAL I Q N o 3 > 4"SDR-35 w . I U' c� I N am I p Iw LJ_ Zoi m s� Oj 1.2' QW LU L— 126' I 3 —CY U Z O CD O I "7-' u� LL Z n w 3: >OL6 w II z� pW cn Z I o F- 7 47' o A' 81, U)IY- a 1" WATER w 3 i QF N a �V ry 1.5SERVICE ba: 'n w—w I I � -q DAV/ ;-j 43.9' Ow M 0 \W wO 3 1y t�� Q opMODULLE m ❑ ELECTRIC PANEL :. DI° Iw I � 050213 o a dam` 01-0e-2021 FOUNDATION LOCATION SANITARY SYSTEM AS-BUILT TABLE SANITARY AS-CONSTRUCTED FOR ' 04-30-2021 SANITARY AS-BUILT STRIA, URE NAME TIE A TIE B UNITS 115-116 UNIT DESIGNATION MAP OF '� V� j UNITS I 06-28-2021 REVISED SANITARY L P HARVEST POINTE CONDOMINIUM 2 T-1 36.5' 32.1 I FILE NO.: 490 FILED September 28,2020 ST-2 31.5' 37.5SITUATED AT LP 48.5' 26.2' CUTCHOGUE TOWN OF SOUTHOLD,SUFFOLK COUNTY, NEW YORK S C.T M.DISTRICT 1000,SECTION 102 01,BLOCK 02 00,LOTS 059 000&060 000 HEALTH DEPARTMENT REFRENCE NUMBERS&AREA'S cPL N E L� ® N � I' ® P E UNIT No. HD REF No. HABITABLE AREA GARAGE AREA TOTAL GROSS FLOOR AREA L�� 115 R10-17-0169 1,999 S.F. 486 S.F. 2,485 S.F. ■ engineers•architects•surveyor's 116 R10-17-0170 1,999 S.F. 486 S.F. 2,485 S.F. 1 70 Maxess Road,Melville,NY 11747. 631.427.5665•nelsonpope.com DRAWN BY: NP CADD No.:INDIVIDUALSURVEYS 00026 IS SCALE: CHECKED BY: PE FILE NO.: SHEET NO.: 'I OF'I DATE: 05-04-21 PROJECT NO.: 00026 V=30' UnIls ELECTRICAL INSPECTION REQUIRED APPROVED AS NOTED p- DATE: o? B.P.# / ✓— FEE .2 I�A,# 0 BY: NOTIFY BUILDING DEPAR NT AT 765-1802 8 AM TO 4 PM FOR THE PLUMBER CERTIFICATION FOLLOWING INSPECTIONS: ON LEAD CONTENT BEFORE 1. FOUNDATION - TWO REQUIRED CERTIFICATE OF OCCUPANCY FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING SOLDER USED IN WATER 3. INSULATION SUPPLY SYSTEM CANNCT 4. FINAL - CONSTRUCTION MUST EXCEED 2/10 OF 11',(/ I.F4C BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. FLUMBING 'A,jLPLUMBINGW''%' 1-VATER LINES I�' _ COMPLY WITH ALL CODES OF T TING,BEF0RE C0'VE;;,s, NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF TRUSS PLACARDI;dt3 REt�UMED HD ,� SOUTROLC 1 Ot"lN PLANNING BOARD QLLJ , HS Blower door and ductx-krork DO NOT PROCEED WITH testing required. FRAIANOUNTIL SURVEY OF FOUNDATION LOCATION OCCUPANCY OR {:A5 Bill APPROVED. USE I S UNLAWFUL Must provide Manuals D, J and S as per WITHOUT CERTIFICATE NYS Energy code OF OCCUPANCY Ml exterior lighting DRAINAGE INSPECTIONS ARE nEOUIRED installed,replaced or Contact TOS EnDineering at 765-1550 before repaired shall conform Gac"fill,Of'!Provide Eng"leer's Certification that the drainacA has been inster!'ed to Code. to Chapter 172 of the Town Code TABLE R405.1 � n ) PLANS ARE IN CONFORMANCE WITH THESE APPLICABLE CODES: Section R316 Foam Plastic I- C✓ E OF NEW YORK STATE 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 2020 RESIDENTIAL COD 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 feet. Draftstopping shall divide the concealed space into approximately equal areas. Where the assembly is enclosed by a materials. UNIFIED SOIL VOLUME 2 2020 EXISTING BUILDING CODE OF NEW YORK STATE SOIL CLASSIFICATION CHANGE floor membrane above and a ceiling membrane below, draftstopping shall be provided in floor-ceiling assemblies under the R316.2 Labeling and identification. Packages and containers of foam plastic insulation and foam plastic insulation components delivered to GROUP SYSTEM SOIL DESCRIPTION DRAINAGE FROST HEAVE POTENTIAL 2020 FIRE CODE OF NEW YORK STATE following circumstances: j pp g y g p g, p CHARACTERISTICS POTENTIAL U a; the ob site shall bear the label of an a roved a enc showin the manufacturers name, the roduct listen roduct identification SYMBOL EXPANSION O �� and information sufficient to determine that the end use will comply with the requirements. Gw WELL GRADED GRAVELS, GRAVEL SAND MIXTURES, U 2020 MECHANICAL C 0 D E 0 F NEW YORK STATE 2. Floor framing is constructed of truss-type open-web or perforated members. GOOD Low LOW p R 302.1.12.1 Materials. Draftstopping material shall be not less than 1/2 inch gypsum board, 3/8 inch wood structural R316.4 Thermal barrier. Unless otherwise allowed in Section R316.5, foam plastic shall be separated from LITTLE OR NO FINES V __ GP POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES, Z � .s= 2020 PLUMBING CODE OF NEW YORK STATE panels. the interior of a building by an approved thermal barrier of not less than inch gypsum WOIIbOard. LITTLE OR NO FINES GOOD Low Low ^ ► ` CODE OF NEW YORK STATE AND NEPA 70 R316.5.3 Attics. The thermal barrier specified in Section R 316.4 is not required where all of the following apply: GRouP I sw WELL GRADED SANDS, OR GRAVELLY SANDS, O �i/ L o � f° 2020 PROPERTY MAINTENANCE 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. LITTLE oR ,O FINES GOOD Low Low 0 �,� ) ti SP POORLY GRADED SANDS, OR GRAVELLY SANDS, U ■� (� j - - 2020 NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE- P / 9YP / P q P v P P P GOOD Low LOW rovided with a 1 2 inch sum wallboard membrane, 5 8 inch wood structural ane) membrane, or a uivalent on the 2. The s ace is entered onl for ur oses of re airs or maintenance. LITTLE OR NO FINES Q o 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 G 0 MEDIUM Low +� cel >; I RESIDENTIAL PROVISIONS Exceptions: against ignition using 3/8 inch gypsum board. SM SILTY SAND, SAND SILT MIXTURES GOOD MEDIUM LOW Z -C a) Z _ 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 U co uO SECTION R101 erimeter oist s ace without the thermal barrier s ecified in Section R316.4 sub ect to all of the followin O x° c M P 1 P P J 9 SC CLAYEY SANDS, SAND CLAY MIXTURES MEDIUM MEDIUM LOW (� 11 Q LU ca M GENERAL Section R303 1. The thickness of the foam plastic shall be not more than 31'a inch. ML INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR, _ r `� � 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 ❑ co 0O R101.2 The provisions of the 2020 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 SLIGHT PLASTICITY V 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. two family dwellings and townhouses not more than three stories above grade plane in height with a separate means of egress Exceptions: cL INORGANIC CLAYS OF LOW TO MEDIUM PLAsncITY, () jE GRAVELLY CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN MEDIUM MEDIUM � MEDIUM �1� and their accessory structures not more than three stories above grade plane in height. CLAYS To Low v 1. The glazed areas need not be operable where the opening is not required by Section R310 and awhole-house Section R317 Protection of Wood and Wood-Based Products Against Decay a 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 Continuous Insulation: Insulating material that is continuous across all structural members without thermal bridges other that 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 foundation at all points a minimum of 4 inches where masonry veneer is used and a minimum of 6 inches elsewhere. fasteners and service openings. It is installed on the interior or exterior or is integral to any opaque surface of the building 9 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. R404.1.7 Backfill placement. Backfill shall not be placed against the wall until the wall has sufficient strength and has been 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 hurricane-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 the ultimate design wind speed (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 O R301.1.1 Alternative provisions. As an alternative to the requirements in Section R301.1, the following standards are permitted subject to the accordance with AWPA M4. - enclose habitable or usable spaces located below grade. Drainage tiles, gravel or crushed stone drains, perforated pipe or limitations of this code! 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 ~ 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. U WC Wood Frame Construction Manual WFCM . (2015 EDITION) - ms. 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 W 1• A ( ) R305.1 Minimum height. Minimum ceiling heights of 7' 0" in habitable roo g g R301.1.3 Engineered design. Where a building otherwise conventional construction contains structural elements exceeding the limits of Section rooms & laundry rooms. shall be in accordance with the material requirements of ASTM F 1667. R301 or otherwise not conforming to this code, these elements shall be designed in accordance with accepted engineering practice. mixture wi h soils according to the unified Soil Classification System, Group I Soils, as detailed in Table R405.1. co Exce tions: Z P� 'si ns and shall 'fi hall be le ible The extent of such design need only demonstrate compliance of nonconventional elements with other applicable prove o of less than 6 feet 8 inches above an area R 319.1 Address identification. Buildings shall be provided with approved address identification. The address idents cations g Section R406 Foundation Waterproofing and Dampproofing O be com atible with the erformance of the conventional framed system. Engineered design in accordance with the International 2. A shower or tub equipped with a showerhead shall have a ceiling height of n P P o ess than 30 inches b 30 inches at the showerhead. and placed in a position that is visible from the street or road fronting the property. Address identification characters shall R406.1 Concrete and masonry foundation dampproofing. Except where required to be waterproofed, foundation walls that retain U Buildin Code is ermitted for buildings and structures, and parts thereof, included in the scope of this code. of n t I y contrast with their back round. Address numbers shall be Arabic numbers or al habetical letters. Numbers shall not be s elled g p 9 P P earth and enclose interior spaces and floors below grade shall be dampproofed from the higher of (a) the top of the � rtions thereof shall be constructed in accordance with the wind provisions of this code using 3. Beams, girders, ducts or other obstructions in basements containing habitable space shall be permitted to project to within R301.2.1 Wind design criteria. Buildings and po 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 footing or (b) 6 inches below the top of the basement floor to the finished grade using a bituminous coating. O the ultimate design wind speed in Table R301.2(2) as determined from Figure R301.2(5)B. 6 feet 4 inches of the finished floor. the fire code official, address identification shall be provided in additional approved locations to facilitate emergency response. LL• Ln lar a missile 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 R301.2.1.2 Protection of openings: Window glazing in windborne debris regions shall be protected to meet the requirements of the g hazardous locations for the ur oses of lazin . or other sin or means shall be used to identif the structure. Address identification shall be maintained. R406.3.3 Porous Fill. The space between the excavation and the foundation wall shall be backfilled with porous fill up to a height of F-- test of ASTM E1996 & ASTM E1886 per section 301.2.1.2.1. Garage door glazing shall meet impact-resisting standards or P P g 9 9 Y g 1 9 P P 1 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 Adjacent to doors. Glazin in xp individual fixed or o erable ane) adjacent chs door shall be considered to be a seepage while avoiding infiltration of fine soils. The remainder of excavated area shall bre backfilled with the same type of � C) structural anels with a thickness of not less than 7 16" and span not more than 8'-0" shall be permitted for hazardous location where the bottom exposed edge of the glazing is less than 60 inches above the floor. Exception: Wood p / Section R321 Elevators and Platform Lifts soil as was removed during excavation. ❑ 1. Where the glazing is within 24 inches of either side of the door in the plane of the door in a closed position. R 321.1 Elevators. Where provided, passenger elevators, limited use and limited application elevators or private residence elevators shall opening protection. Panels shall be precut and attached to the framing surrounding the opening. Panels shall be predrilled and 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. W secured with the attachment hardware provided. inches of the hin a side of an in-swin in door. 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 TABLE R301.2(1) R308.4.6 Glazing adjacent o stairs and ramps. gGlazing 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 vapor retarder material. If this retarder material is used, provide 1 s.f. of venting per 1500 s.f. floor area. 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 Install vents within 3 feet of each corner of foundation. SUBJECT TO DAMAGE FROM a hazardous location. Section R322 Flood Resistant Construction R408.4 Crawl space access panel to be min. 18" by 24". Openings through perimeter wall shalll be not less than 16" by 24". GROUND Wind Design SEISMIC 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 FLOOD SNOW SPEED To o ra hical S ecial Wind DESIGN FROST LINE DESIGN UNDERLAYMENT Freezing Annual Exceptions: Zones, as established in Table R301.2(1), and substantial improvement and repair of substantial damage of buildings and P g p P TERMITE DECAY TEMP REQUIRED HAZARDS Index Temp 1. Glazin adjacent to Walken surface and rail is installed 34"-38" above landing. R502.2.2 Blocking and subflooring. Blocking for fastening panel edges or fixtures shall be a minlimum of utility grade lumber. �'� LOAD m h Effects Wind bourne CATEGORY WEATHERING DEPTH 9 1 9 structures in floor hazard areas, shall be desi ned and constructed in accordance with the rovisions contained in this section. �� P ) 9 P 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 O R502.4 Joists under bearing partitions: Provide 2x full depth blocking ® 48" o.c. max, where beam is not located under wall to zone most restrictive flood hazard area. Buildings and structures located in whole or in part in identified floodways shall be designed .1 Section R310 Emergency Escape and Rescue Openings and constructed in accordance with ASCE 24. allow for piping or vents. W MODERATE SLIGHT TO 10 R502.6 The ends of each joist, beam or girder shall have not less than 1 1/2 inches of beariing on wood 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 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 � R310.1 Emergency 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. R 322.1.6 Protection of mechanical, lumbin 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 by full depth solid blocking or by attachment to /� 1. Exposure B. Urban and suburban areas, wooded areas or other terrain with numerous closely spaced obstructions having the rescue opening. P 9 Y y q P P g' g' band or rim oist. m C J of another ex osure. Minimum o enin area. Emer enc and esca a rescue openings 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 J size of single family tern in or larger. Exposure B shall n assumed unless the site meets the definition p R310 2 1 P 9 9 Y P the elevation re uired in Section R322.2 or R322.3. R502.8.2 En Ineered wood roducts. Cuts, notches and holes bored in trusses, structural com osite lumber, structural ❑ ' � 2. Ex osure C. 0 en i:errain with scattered obstructions haven a hei ht less than 30 feet extendin more than 1500 feet. feet. The net clear height opening shall be not less than 24 inches and the net clear width shall be not less than 20 q 9 P P W P P 9 9 9 Ind. inches. Exception: Locating electrical systems, equipment and components; heating, ventilating, air conditioning; plumbing appliances and glue-laminated members, cross-laminated timber members or I-joists are prohibited except where permitted by the O Exposure D extends downwind 600 feet from the partially obstructed area. Includes flat open country and grass a lumbin fixtures; ducts stems; and other service a ui ment is ermitted below the elevation re uired in Section R322.2 or manufacturer's recommendations or as shown on these drawin s istance of not less tan 5000 feet. R310.2.2 Window sill height. Where a window is provided as the emergency escape and rescue opening, it shall have a sill height of P 9 Y q P P q 9 3. Exposure D. Flat, unobstructed areas exposed to wind flowing over open water for a d it hes ht is below rade it shall be 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 Exposure D extends downwind 600 feet from the unobstructed area. not more than 44 inches above the floor; where the s I g 9 P to resist h drostatic and h drod namic loads and stresses, includin the effects of buo anc , durin the occurrence of floodin to re istered truss desi n rofessional where re uired b the statues of the urisdiction in which the roject is to be accordance with Section R310.2.3. Y Y Y 9 Y Y 9 9 9 9 P q Y 1 P 1 R310.2.3 Window wells. The horizontal area of the window well shall be not less than 9 square feet with a horizontal projection and the design flood elevation in accordance with ASCE24. Electrical wiring systems are permitted to be located below the required constructed, e 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 elevation rovided that the conform to the rovisions of the electrical art of this code for wet locations. F•/ laterally unsupported bearing wall stud height permitted by Table R602.3(5). Individual walls or wall studs shall be permitted to width of not less than 36 inches. The area of the window well shall allow the emergency escape and rescue opening to be P Y P P R 322.1.7 Protection of water supply and sanitary sewage systems. New and replacement water supply systems shall be designed to � exceed these limits as permitted by Chapter 6 provisions, provided that story heights are not exceeded. An engineered design fully opened. Section Rinc Concrete Floors (On Ground) � .1 Ladder and ste s. Window wells with 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. �. shall be rovided for the wall or wall framin members where the limits of Chapter 6 are exceeded. Where the story height limits R310.2.3 p P 9 q PP P Y R506.1 Concrete slab on grades to be min 3 1/2 inches thick. P 9 ste s usable with the window in the full o en osition. Ladders or rungs 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 of this section are exceeded the desi n of the buildin , or the noncom liant portions thereof, to resist wind loads shall be in ladder or p Y P P R506.2.2 Base. A 4 inch thick base course consisting of clean graded sand, gravel, crushed stone, crushed concrete or crushed H g 9 P 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 v Drains e. Window wells shall be desi ned for ro er drains e b 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 is installed on well-drained or sand-gravel mixture soils Z R302.2 Townhouses. Common walls separating townhouses shall be assigned a fire-resistance rating in accordance with Section R302.2, R310.2.3.2 g 9 P P 9 Y classified as Group I according to the United Soil Classification System in accor once with able R405. . Item 1 or 2. The common wall shared b two townhouses shall be constructed without plumbing or mechanical equipment, ducts required by Section R405.1 or by an approved alternative method. design flood elevation shall: LU y Exce tion: A drains e s stem for window wells is not required where the foundation is on well-drained soil or sand-gravel 1. Be used solely for parking of vehicles, building access or storage. R506.2.3 Vapor retarder. A 6-mil (0.006 inch) polyethylene or approved vapor retarder with joints lapped not less than 6 inches 2i or vents in the cavity of the common wall. The wall shall be rated for fire exposure from both sides and shall extend to and be P 9 Y shall be placed between the concrete floor slab and the base course or the prepared subgrade where no base course Z) s exterior walls and the underside of the roof sheathin . Electrical installations shall be in accordance with Chapters 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: exists. The vapor retarder is not required for Garages, utility buildings and other unheated accessory structures. U tight again t 9 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 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 O R302.4. R311.7 Stairways where the enclosed area is measured on the exterior of the enclosure walls. here a fires rinkler s stem in accordance with Section P2904 is rovided, the common wall shall be not less than a 1-hour R 322.2.2.1 Installation of o enin s. The walls of enclosed areas shall have openings installed such that: Section or w Wood Wall Framing 1. W p y P R311.7.1 Width. Stairways shall be not less than 36 inches in clear width at all points above the permitted handrail height and below P 9 R602.3 Desi n and construction. Com onents of exterior walls shall be fastened in accordance; with Tables R602.3 1 throw h 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 sides of each enclosed area; if a building has more than one enclosed 9 P ( ) 9 2. Where a fires rinkler s stem in accordance with Section P2904 is not provided, the common wall shall be not less than a shall be not less than 31 % 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. R602.3(4). Wall sheathing shall be fastened directly to framing members and shall confirm to the requirements of Table P Y R602.3(3). 2-hour-resistance-raised wall 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 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(l) 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 32.2.3 Coastal high-hazard areas (including V Zones and Coastal A Zones, where designated) Elevation requirements. DISCRIPTION AST NING (a,b,c,d) 1. Buildings and structures erected within coastal high-hazard areas and coastal A Zones, shall be elevated so that the bottom of VIALLS FIRE-RESISTANCE RATED 1 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 ^ r- r NOT FIRE-RESISTANCE RATED 0 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. iu r - r 00 PROJECTIONS FIRE-RESISTANCE RATED 1 HOUR ON THE UNDERSIDE 22 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 322.3.3Foundations. Buildings and structures erected in 2. CEILING JOISTS TO TOP PLATE THREE SD COMMON. TOE NAIL E- ri o ri TABLE R302.1 2 R311.7.8.4 Continuit . Handrails for stairwa s shall be continuous for the full len th of the fli ht with winders, at landin s, or over 3. CEILING JOISTS NOT ATTCHED TO RAFTER , LAPS THREE 16D COMMON FACE NAIL Q ry ry ry N ( ) y y 9 9 9 coastal high-hazard areas and Coastal A Zones shall be supported on pilings or columns. ( ) � � `" `'' 00 `�i EXTERIOR WALLS- DWELLINGS WITH FIRE SPRINKLERS lowest tread. OVER PARTITIONS MINIMUM MINIMUM FIRE Exceptions: Section R325 Mezzanines 4. CEILING JOIST TO PARALLEL 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 turn. 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 tOD 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 WALLS inches and the walkline radius is not reater than 2 Inches. Each tread shall have a de th of not less than 6 inches at 6. RAFTER F ROOF TRUSS TO PLATE THREE 10D 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 10D 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 TWO 16D COMMON. END NAIL underside of the roof sheathing, 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) 16D COMMON AT 24"O.C. FACE NAIL 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 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. 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. 0 0 0 0 0 0 1. The parapet 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 0 co U) i'n cn U) Exce tion: A arapet is not required in the preceding two cases where the roof covering complied with a minimum Class C rating have a slope of not more than 1 unit vertical in 8 units horizontal (12.5 percent). 1. Mezzanines or portions thereof are not required to be open to the room in which they are located, provided that the aggregate 11. CONTINUOUS HEADER TO STUD FOUR 8D COMMON. TOE NAIL w w w w w w 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 PLATES 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 directly 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. ON EACH SIDE OF END JOINT (24"MIN LAP 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 J01NT) o any openings or penetrations in the roof are not within 4 feet of the common walls. building, the operable window shall comply with one of the following: ora et is not re uired where roof surfaces adjacent to the wall or walls are at different elevations and the higher roof is 1. 0 erable windows with o enin that will not allow a 4 inch diameters here to ass throw h the o enin where the clayey sand, silty gravel or clayey gravel with a presumptive design load bearing value of 2,000 PSF. Do not place footings 3. A p p q 1 p P 9 P P 9 P 9 on soil that consists primarily of clay or silt or have any inorganic material or fill. 14. BOTTOM PLATE TO JOIST OR BLOCKING (NOT AT BWP) 16D AT 16"O.C. FACE NAIL more than 30 inches above the lower roof. The common wall construction from the lower roof to the underside of the higher roof 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 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 R302.2.6 Structural independence. Each individual townhouse shall be structurally independent. 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 l.- [�] 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 Z 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 W 5. Townhouses separated by 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 2 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 not less than a 1-hour fire-resistance ratin where tested in accordance with ASTM E 119 or UL 263 or section 703.3 of the Section R313 Automatic Fire S rinkler 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 m 9 P 27. BUILT UP GIRDERS AND BEAMS 2X LUMBER 20D COMMON AT 32"O.C. T&B STAGGERED, FACE NAIL AT EACH LAYER W w Buildin Code. Fire-resistance-rated floor ceilin and wall assemblies shall extend to and be tight against the exterior wall, and wall a tomatic fire s rinkler s stems. Townhouses haven a hei ht of three stories above grade plane 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 9 / 9 R313.1 Townhouse u p y 9 9 with Y2 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 RAFTER. FACE NAIL � o assemblies shall extend from the foundation to the underside of the roof sheathing. equipment throughout with an automatic sprinkler system. 0 Lew 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. W000 STRUCTURAL PANELS: SUBFLOOR, 6D COMMON (WALL) 6" o/c at edges and W _ Exce tions: R313.1.1 Desi n and installation. Automatic residential fires rinkler s stems for townhouses shall be desi ned and installed in " P 9 P Y 9 a d ore than 12 or less than 3.5' from the end of 1.A fire-resistance rating of i� hour shall be permitted in buildings equipped throughout with an automatic sprinkler system installed accordance with Section P2904 or NEPA 13D. There shall be a minimum of two bolts per plate section and lac to not m ROOF, AND WALL SHEATHING TO FRAMING Z v o in accordance with NFPA 13. each plate section. Plates shall be protected against decay and termites. 8D COMMON (ROOF) 12"o/c at interior R313.2 One and two family dwellings automatic fire systems. One and two family dwellings having a height of three stories above 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. 8D COMMON (SUBFLOOR) supports see note f () 0 - w - F- II Halls are smooth common box or deformed shanks t wher otherwise stated. Nails usl 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 TABLE R404.1.2(1) a. A excep a ed for framing and sheathing R302.5.1 Opening Protection. Honeycomb-core steel doors not less than 1 3/8 inches thick, or 20 minute fire-rated doors, equipped with a P2904 or NFPA 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 self-closing device. Coors from garage into habitable space: 45 min. fire rated with self - closing device or automatic - closing 90 ksi for shank diameters larger than 0.142" but not larger than 0.177", and 100 ksi for shank diameters of 0.142" or less. MAXIMUM UNSUPPORTED w device. Balconies and decks. S rinkler rotection shall be rovided for exterior balconies, decks and round floor atios 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 ❑ R302.5.2 Duct Penetration. Ducts in the arae and ducts enetratin the walls or ceilin s se aratin the dwellin from the arae shall be P P P g p WALL (FEET) 9 9 P 9 9 P 9 9 9 9 dwelling units where the building is of Type V construction. Sidewall sprinklers that are used to protect such areas f. Intermediate supports shall be spaced 6 inches on center for a minimum of 48 inch distance from ridges, eaves and gable end T 0 walls and 4 inches on center to gable end wall framing. h�+1 �' 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 <8 ONE NO. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY J U 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 N0. 4 BAR NEAR MID- HEIGHT OF THE WALL STORY 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 o en wood oist construction. F- .. p j ONE NO. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY R602.3(5) 2x4 wall studs at 16 inches on center with a maximum height of 10 feet shall supporrt a maximum of one floor plus �- } 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 feet shall support a maximum z m TABLE R302.6 Garage walls: 5/8 inch type X gypsum board on garage side, 1/2 inch type X gypsum board on opposite wall side at habitable Section R314 Smoke Alarms of two floor plus roof/ceiling assembly. Exceptions: Where designed by in accordance with accepted engineering practice or areas. Garage ceiling: 5/8 type X gypsum board R314.1 General. Smoke alarms shall comply with NFPA 72 and Section R314. where the ultimate design wind speed is less than or equal to 130 mph, 2X6 #2 gralde studs supporting a roof load with Z v R302.9 Flame S read & Smoke Densit Index. R309.2.1: Wall & ceiling finishes shall have a flame spread classification of not greater than a e 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 (D 0 �% co p Y R314.1.1 Listings. Smoke alarms sh II b 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 12 inches on center. � �� _ �. .•� .. E84 or UL 723. MINIMUM VERTICAL REINFORCEMENT BAR R602.3.2 To late. Wood stud walls shall be ca ed With a double t0 late installed to rovide overla In at corners and LLJ R314.3 Location. Smoke alarms shall be installed in the following locations. SIZE AND SPACING (INCHES) P P PP P P F PP e ��'� ROBE T 'A�, R302.11 Fire blocking shall be provided in wood-framed construction in the followin locations: intersections with bearing partitions. End joints in top plates shall be offset not less fthan 24 inches. Joints in plates / �� C g 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_ / Jia 0� '' ��. ti� �� 1. In concealed spaces of stud walls and partitions, including furred spaces and parallel rows of studs or staggered studs, as follows: 2. Outside each separate sleeping area in the immediate vicinity of the bedrooms. WALL HEIGHT BACKFILL HEIGHT 45 PSF PER FOOT OF DEPTH �� '�' �,Y f �L R, (��) (�E7) Do not backfill with any soil containing silt or clay. Width Of the Studs. � � m �., 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 Drillin and notchin of dimensional lumber to conform to sections R602.6, R602.6.1, and fi ure R602.6 1 Notchin & Q I rI� c z - WALL THICKNESS (INCHES) 9 9 9 ( ) 9 1.1 Vertically at the ceiling and floor levels. Z 1.2 Horizontally at intervals not exceeding 10 feet. contains a bathtub or shower. s 10 12 bored hole limitations for exterior walls and bearing walls, figure R602.6(2) Notching and bored hole limitations for interior -1... ro ceilin s and cove ceilin s. R314.3.1 Installation near cooking appliances. Smoke alarms shall not be installed in the following locations unless this would prevent non bearing walls & figure R602.6.1 top plate framing to accommodate piping. 16 gagle and 1.5 inch wide metal tie W � t ��`, �'� 2. At interconnections between concealed vertical and horizontal spaces such as occur at soffits, d p g 9 placement of a smoke alarm in a location required by Section R314.3. a 6 NR NR NR \�� L�� 3. In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall comply with fastened across and to the plate at each side of the notch with 8-10d nails each side. Follow manufacturers U T- Section R302.7. 1. Ionization smoke alarms shall not be installed less than 20 feet (6096 mm) horizontally from a permanently installed 9 5 ® a1 4. ti o enin s around vents, pipes, ducts, cables and wires at ceiling and floor level, with an approved material to resist the free cooking appliance. - 10 9 6 ® 41 5 0 22 NR specifications for engineered products. (figure R602.6.1) (� X38 P 9 ON- passage of flame and products of combustion. The material filing this annular space shall not be required 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 ❑ : N- requirements. from apermanently installed cooking appliance. NR denotes no reinforcing required. J`� r re 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-familly dwelling is required at the line of dwelling unit separation. cooking appliance. J B UMBER R302.11.1 Fireblocking materials. Except as provided in Section R302.1, Item 4, fireblocking shall consist of the in R 314.4 Interconnection. Where more than one smoke alarm n 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. TT 2 Two-inch nominal lumber. UNI 1 115 M D]EL A 8� 2. Two thicknesses of 1" nominal lumber writh broken lap joints. Section R315 Carbon Monoxide Alarms W � SHEET NUMBER 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. Q 2 4. One thickness of 3/4 inch particleboard with joints backed by 3/4 inch particleboard. 1 F T A 5. One half inch gypsum board. 1 1 M O D ELJ 1 1 6. One quarter inch cement based millboar�d. Z 7. Batts or blankets of mineral wool or glass fiber or other approved materials installed in such a manner as to be securely C) W retained in place. COPYRIGHT GRCH ARCHITIECTURE P.C. 2017: ALL RIGHTS RESERVED TABLE R602.3(3) TRUSS IDENTIFICATION SIGN C/) ^^ '' TRUSS Requirements for Wood Structural Panel Wall Sheathing Used to Resist Wind Pressures (a,b,c) Z W N1101.11.1 (R303.2.1) Protection of exposed foundation insulation. Insulation applied to the exterior of basement walls, crawlspace 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 W e , 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 P'1 E WIND SPEED V ult of the insulation's thermal performance. The protective coverin shall cover the ex osed exterior insulation and extend not less 1. A waterproof sealant applied at the joint between the wall and the pipe. CONSTRUCTION /OR TIMBER CONSTRUCTION 8 SPACING (mph) P P g P MINIMUM MINIMUM MAXIMUM WALL than 6 inches (153 mm) below grade. 2. A flashing of an approved elastomeric material. 6" DIA. m 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 RED O •� U t SIZE PENETRATION STRUCTURAL THICKNESS (INCHES) from the tank will cause damage, the tank shall be installed in a an constructed of one of the following: PANTONE (PMS) IF r , U (INCHES) PANEL SPAN (INCHES) EDGES FIELD CATEGORY o wall in the where the furnace is located, a utility room or an approved location inside the building. 9 P 9 Z V O- RATING (INCHES O.C.) (INCHES O.C.) 1. Galvanized steel or aluminum of not less than 0.0236 inch (0.6010 mm) in thickness. N ^^ ,, N -5 ` 8 C D TABLE N 1 102.1.2 (R402.1.2) \ / W Insulation and fenestration Requirements by Component 2. Plastic not less than 0.36 inch (0.9 mm) in thickness. \ / VUVII O � (A � U 8d 1.75 24/16 7/16 16 6 12 170 140 135 3. Other approved materials. ^'-' COMMON 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 REFLECTIVE Z) e V •�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 RWHITE � � co N>- (including stories below top story) shall have the wall sheathing and fasteners designed to resist combined uplift and shear R-VALUE 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 in O Z Section T101 Scope 1/4• Z i 2'53 `6 rn MARINE cu R802.11 Rafter or truss uplift force. T101.1 General. The provisions shall be applicable for new construction where solar-ready provisions are required. 1/2" x cu Cl)? wind speed. Roof itch > 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 IDENTIFICATION SIGN STROKE U Q o `r For rafters at 16"o/c in 130mph p p / P 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 � N � Span (ft) 12 18 24 28 32 36 42 48 M 182 203 226 247 281 314 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 solar Increase x1.09 for pitch < 5/12. Increase x 1.5 for 24"o/c spacing. Increase x 1.32 for 140 mph. without compression. The reduction of insulation from the requirements of Section N1102.1.2 shall be limited to 500 sf (46 ms) or DIAMETER,WITH A STROKE WIDTH OF 1 2.THE SIGN BACKGROUND SHALL BE REFLECTIVE WHITE IN P4 � 020 percent of the total insulated ceiling area, whichever is less. photovoltaic or solar thermal system. COLOR. THE CIRCLE AND CONTENTS SHALL BE REFLECTIVE RED IN COLOR,CONFORMING TO PANTONE 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)1187. a R702.3.5.1 Screw fastening. Screws for attaching gypsum board and gypsum panel products to wood framing shall be Type W or Type S in accordance with ASTM C 100.2 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 SYMBOL 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 R702.4.2 Backer boards. Materials used as backers for wall the in tub and shower areas and wall panels in shower area shall be of requirements of Table R1102.1.2 based on thea licable climate zone s ecified in Cha ter 3. q pp p p 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 TO THE EXTERIOR OF THE RESIDENTIAL STRUCTURE PROVIDED,HOWEVER,THAT; IS AFFIXING THE SIGN OR SYMBOL TO THE ELECTRICAL BOX WOULD OBSCURE ANY METER ON THE ELECTRIC BOX,OR IF UflUTY materials listed in Table R702.4.2, and installed in accordance with the manufacturer's recommendations. THE 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 SERVICE 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 M,4TERIAL STANDARD 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 ASTM C 1178 basements shall meet this requirement unless the floor overhead is insulated in accordance with Section N1102.1.2 and N1102.2.8. back areas as required by the International Fire Code. OF OCCUPANCY OR A CERTIFICATE OF COMPLIANCE GLASS MAT GYPSUM BACKING PANEL 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: U 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. ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGIN PER SECTION 1605.3 OF THE D NONASBESTOS FIBER MAT REINFORCED CEMENTITIOUS BACKER UNITS ASTM C 1325 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. ix TABLE R703.8.1 construction documents. NOTE: 5/8 INCH THICK ROOF SHEATHING IS TO BE USED, WHEN ROOF TRUSSES ARE SPECIFIED AS THE ROOF (FRAMING MEMBERS. U) Allowable Spans for steel lintels supporting masonry veneer 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 Z 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 STORIES positioned at the opposite (load) end from the input feeder location or main circuit location. D (EQUATION 16-8) U c,c (inches) ABOVE ABOVE ABOVE GENERAL REQUIREMENTS A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE BUILDING ENVELOPE. D + L (EQUATION 16-9) 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) O , ^ .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) W' u J 1_400/4 8'-0" 5'-0" 4'-6" AND ANY ALIGNED WITH THE INSULATION CEILING/ ATTIC THE AIR BARRIER B ANY DROPPED CEILING/ SOFFIT SHALL BE 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) O m L5x3.5x5/16 io'-o" s'-o" s'-o" GAPS IN THE AIR BARRIER SEALED. least one receptacle outlet is required for each car space in a garage.ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE WALL DOORS TO UNCONDITIONED ATTIC SPACES SHALL P q P 9 9 D = DEAD LOAD, L = LIVE LOAD, S = SNOW LOAD, W = LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL BE DETERMINED IN ACCORDANCE Z L6x3.5x1/4 �a'-o" s'-6^ 7'-o" 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 ❑ a. Lon le of the angle shall be laced in a vertical position. WALLS THE JUNCTION OF THE FOUNDATION AND THE SILL PLATE SHALL BE SEALED. CATEGORY B. Long g 9 P P THE JUNCTION OF THE TOP PLATE AND THE TOP OF THE EXTERIOR WALLS SHALL BE SEALED. r g 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: 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 R703.12 Adhered masonry veneer installation. Adhered masonry veneer shall comply q 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: RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER ROOF: STRUCTURAL MEMBER DEFLECTION ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. 1. Minimum of 4 inches (102 mm) above the earth R703.12.2 Flashing at foundation. A corrosion-resistant screed or flashing of a minimum 0.019 inch (0.48 mm or 26 gage galvanized or FLOORS (INCLUDING ABOVE THE AIR BARRIER SHALL BE INSTALLED IN ANY EXPOSED EDGE OF INSULATION GROUND SNOW LOAD 20PSF FROM FIGURE R301.2(6) minimum vertical attachment flange of 3 1/z inches 89 mm shall be installed to extend a minimum of 1 inch (25 GARAGE AND CANTILEVERED MINIMUM DISTRIBUTED LIVE LOAD PER TABLE R301.5 P Rafters having slopes greater than L/180 TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD DEFLECTION OF THE LESSER OF 1_/360 OR .75". �� plastic with a m 9 ( ) FLOORS) (FOR SOLAR READY ROOF DESIGN LOAD ADD: 24 POUNDS 3:12 With no finished ceilingattached o mm) below the foundation plate line on exterior stud walls in accordance with Section R703.4. PER LINER FOOT DEAD LOAD FOR ROOF FRAMING) TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN IN R703.8.2.2. Support b roof construction. A steel angle shall Ibe laced direct) on to of the roof construction. The roof supporting SHAFTS, PENETRATIONS DUCTS SHAFTS, UTILITY PENTRATIONS, AND FLUE SHAFT OPENING TO EXTERIOR OR UNCONDITIONED to rafters DRAWINGS SHALL INCLUDE THE FOLLOWING INFORMATION: pp y g p y p PP g SPACE SHALL BE SEALED. FLOORS: 40 PSF 1. DEPTH, SLOPE (IF ANY), SPAN, AND SPACING. n , T construction for the steel angle shall consist of not fewer than three 2 inch by 6 inch wood members for wood construction. A GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE AND CONDITIONED SPACES. ^ 1�1 wood member abutting the vertical wall stud construction shall be anchored with not fewer than three 5/8 inch diameter by 5 inch BALCONIES AND DECKS: 40 PSF Interior WOIIS and partitions H/1$0 2. LOCATION B ALL JOINTS. W lag screws to every wood :;tud 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 UNINHABITABLE ATTIC W/0 STORAGE: 10 PSF Floors and ceilings w brittle finish L 360 3. REQUIRED BEARING WIDTHS. 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. 0 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 DEAD LOAD. �_ V R703.8.4 Anchorage: 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 LIVE LOAD. m mortar or rout and extending into the veneer a minimum 1-1/2 inches, with not less than 5/8 inch mortar or grout cover to Exterior walls with plaster or stucco finish L/180 4.4. BOTTOM CHORD DEAD LOAD. ULTIMATE DESIGN WIND SPEED: 130 MPH FROM FIGURE R301.2(4)A 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION W O g g ELECTRICAL/ PHONE BOX THE AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL OR COMMUNICATION BOXES OR AIR SEALED ❑ 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: B FROM R301.2.1.4 Exterior Walls With brittle finishes L/180 4.6. CONTROLLING WIND LOADS. 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. 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: B FROM FIGURE 301.2.2 (exempt > �r 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 from seismic provisions of code per Exterior walls with flexible finishes L/180 6. EACH REACTION FORCE AND DIRECTION. ( ) g g. g p 9 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR R703.8.5 Flashingshall 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 havingan air leakage rate R301.2.2) 9 Lintels supporting masonry veneer L/600 EXCEPT WHERE SYMMETRICALLY P4r other points of support., including 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 at a 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 PLATES. U 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, 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. 6 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. D 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 11. MAXIMUM AXIAL COMPRESSION FORCES R703.14.2 Fire Separation. Polypropylene siding shall not be installed on walls with a fire separation distance of less than 5 feet (1524 mm) NOTE: Soils with clay or clay and silt will require a redesign B THE TRUSS MEMBERS. H and walls closer than 10 feet (3048 mm) to a building on another lot. of building footings. 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. Section N1103 (R403) WOOD FLOOR TRUSS SPECIFICATIONS: F_ 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 I AT I 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 foundationTHE BUILDING CODE. W Z) 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: 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 different times of the day. This thermostat shall include the capability to set back or temporarily operate the system to maintain ADJ. ADJACENT/ADJUSTABLE D (EQUATION 16-8) U R802.4.2 Framing details. Rafters shall be framed not more than 1 1h 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 EA. EACH LVR. LOUVER R RISER D + L (EQUATION 16-9) E.J. EXPANSION JOINT L.T. LAUNDRY TUB RND ROUND 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 ELEC. ELECTRICAL D = DEAD LOAD, L = LIVE LOAD, 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 MAS. MASONRY S.C. SAWCUT 51mm nominal thickness 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 ELEV. ELEVATION MAT. MATERIAL SCHEM. SCHEMATIC ( ) < ANGLE FLOOR TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: the ridge by 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. AEQUAL MAX. MAXIMUM SHLF SHELF TCLL = 40 PSF, TCDL = 10 PSF, AND BCDL = 5 PSF ARCH. ARCHITECTURAL 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. EQUIP® AT EQUIPMENTMDO MEDIUM DENSITY OVERLAY SHT. SHEET joists, such as ride beams, his and valleys, shall be designed as beams. EXP. EXPANSION SIMILAR j g p y , g 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 MECH. MECHANICAL SIM. TRUSSES SHALL HAVE A MAXIMUM LIVE LOAD DEFLECTION OF L/480 AND A TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75". 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 EXT. EXTERIOR MIN. MINIMUM S.S. STAINLESS STEEL g p engineering p ortions of the buildin shall be insulated to a minimum of R-6 where 3 inches (76.2 mm) in diameter or greater and R-4.2 BLDG. BUILDING EE. EACH END STL. STEEL TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN designed in accordance with accepted en ineerin practices. p g M.O. MASONRY OPENING 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 BOTTOM F C MTL. METAL SUSP. STRUCTURAL DR EIPTH, SPAN, AND SPACING.FOLLOWING INFORMATION: members, cross-laminated timber members or I-joists are prohibited except where permitted by the manufacturer's Exception: Ducts or portions thereof located completely inside the building thermal envelope. B / FLOOR COVERING CHANGE SUSP. SUSPENSION recommendations or where the effects of such alterations are specifically considered. SLIDING GLASS DOOR 2• LOCATION OF ALL JOINTS. r- � r N1103.3.2 R403.3.2 SealingMandato Ducts, air handlers and filter boxes shall be sealed. Joints and seams shall comply with section BLKG. BLOCKING F.D. FLOOR DRAIN N.I.C. NOT IN CONTRACT SCID 3. REQUIRED BEARING WIDTHS. Iii R802.8.1 Bridging. Rafters and ceiling joists having a depth to thickness ratio exceeding 6 to 1 based on nominal dimensions shall be ( ) ( ry)' BRG. BEARING SQ. SQUARE supported laterally by solid blocking, diagonal bridging (wood or metal) or a continuous 1 inch by 3 inch wood strip nailed across M1601.4.1. FDN. FOUNDATION (NTS) NOT TO SCALE 4.1. TOP CHORD LIVE LOAD LOAD. SNOW LOAD. Exce tions: BRK BRICK FPR. FLOOR Tg TOWEL BAR 4.3. BOTTOMOCHORD DLIVLOAD. o N M N the rafter or ceiling joists at intervals not exceeding 8 feet. P BSMT BASEMENT F. FIREPLACE T & G TONGUE AND GROVE '- over 4'-0" unless otherwise noted on Ian. 1. Air-impermeable spray foam products shall be permitted to be applied without additional joint seals. CL CENTER LINE F.R. FIRE RATED O.C. ON CENTER TGS TOP OF GRADE SLAB 4.4. BOTTOM CHORD DEAD LOAD. R802.9 Trimmer joist: single header and trimmer for openings up to 4'-O" and doubled o 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 FRM 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 JOINTOPNG. OPENING 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. FT 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 TG FOOTING OPT. OPTIONAL T TREAD 6. EACH REACTION FORCE AND DIRECTION. FOOT / FEET TYP TYPICAL flow of air. Not less than a 1 inch space shall be provided between the insulation and the roof sheathing and at the location of F O.S.B. ORIENTED STRAND BOARD 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 TOWEL ROD GA. GAUGE TR EXCEPT WHERE SYMMETRICALLY N1103.4 (R403.4) Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105'F (41'C) 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. UNLESS NOTED OTHERWISE T N TRUCTION ONE SHELFU.N.O. CONNECTION REQUIREMENTS FOR TRUSSGIRDER-TRUSS, R o enin to attic areas that have a Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on building loads calculated in accordance CONS . COS GEN. 1/S U.N. 9. Q TO TRUSS PLY TO PLY, AND FIELD SPLICES. R807.1 Attic access. Buildings with combustible ceiling or roof construction shall have an attic access opening with ACCA Manual J or other calculated in accordance with ACCA Manual J or other approved heating and cooling calculation CTSK. COUNTERSUNK GENERAL PC POURED CONCRETE 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. z Z Z Z Z Z 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 methodologies. GYP. GYPSUM VERTICAL be measured from the top of the ceiling framing members to the underside of the roof framing members. C.O. CASED OPENING PBD. PARTICLE BOARD VERT. 11. MAXIMUM AXIAL COMPRESSION FORCES B THE TRUSS MEMBERS. N1103.6 (R403.6) Mechanical ventilation (Mandatory) The building shall be provided with ventilation that meets the requirements of the 2015 CANT, CANTILEVER HG GLUE LAM VERIFY IN FIELD 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. O O O O O O PL. PLATE V.I.F. The rough-framed opening shall be not less than 22 inches by 30 inches (559 mm by 762 mm) and shall be located in a C.T. CERAMIC TILE HGT. HEIGHT W WASHER w w w w w w International Mechanical Code (as amended), the 2015 International Residential Code (as amended), or the New York City PNL. PANEL * DRAFSTOPPING: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR-CEILING a' a w O ", w hallwayor other readily accessible location. Where located in a wall, the opening shall be not less than 22 inches wide by 30 CLO. CEILING HDWR. HARDWARE Vy/ WITH 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 WOOD ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DRAFTSTOPPING SHALL PF. PREFABRICATED WD' DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING m 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. C.R. CHAIR RAIL HD.WD. HARDWOOD W.W.F. WELDED WIRE FABRIC MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR-CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMS1fANCES: attic space shall be 30 inches (762 mm) at some point above the access measured vertically from the bottom of ceiling framing HR. HOUR PR. PAIR C members. See Section M1305.1.3 for access requirements where mechanical equipment is located in attics. D DRYER PROJ. PROJECT PROJECTED WO OR W/0 WALKOUT FLOOR FRAMING IS CONSTRUCTED OF TRUSS-TYPE OPEN-WEB OR PERFORATED MEMBERS. Q Section N1104 (R404) Electrical Power and Lighting Systems HDR. HEADER / WINDOW N1104.1 R404.1 Li htin 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 ( ) 9 9c (Mandatory). P P Y 9 9 Y DBL. DOUBLE \ 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. I.D. INSIDE DIAMETER PSF POUNDS PER SQ.FT. TYPICAL ROOF & FLOOR TRUSS NOTES: DIA. DIAMETER INGR. IN GROUND P.T. PRESSURE TREATED roofing shall be installed in jurisdictions designated by law as requiring their use or where the edge of the roof is less than 3 DIR. 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 line. Class A, B and C roofing required by this section to be listed shall be tested in accordance with Section M1305 Appliance Access DN DOWN UL 790 or STM E 108. M1305.1 Appliances access for inspection service, repair and replacement. Appliances shall be accessible for inspection, service, repair and DR. DOOR INT. INTERIOR REF. REQUIRED METAL-PLATE-CONNECTED WOOD TRUSSES SHALL COMPLY WITH ANSI/TPI 1. THE TRUSS DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY photovoltaic panel system installed on or above the roof covering replacement without removing permanent construction, other appliances, or an other piping or ducts not connected to the I.S. INSIDE CORNER REF. REFER TO REFERENCE A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF NEW YORK. Z W R 902.4 Rooftop mounted photovoltaic panel system. Rooftop mounted p p y 9 P 9 P PP Y P P 9 DW DISH WASHER RMS. ROOMS * TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT v+v00D MEMBERS CLAMPED IN RIGID W [� shall be tested, listed 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 JT, JOINT REINF. REINFORCING,REINFORCED FIXTURES DURING ASSEMBLY TO INSURE TIGHT FITTING JOINTS. 2 L C-) 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 I * TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. THE CONTRACTOR IS CL CD 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 m R 903.2.1 flashing wall Exposed f 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 ACCEPTFED INDUSTRY PRACTICE SUCH AS W w P 9 re quired to have a kick-out where the eave onot more than 20 feet 6096 mm Ion measured along the centerline of the passageway from the opening to the appliance. THE SBCA BUILDING COMPONENT SAFETY INFORMATION (BCSI) GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING & BRACING OF METAL PLATE � Y wall assembly. ( ) 9 9 P g y P g pp R 905.1.2 An ice barrier/ water shield shall be installed per manufacturer's 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. W W I- * TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE APPROVAL OFA Z w U 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. REGISTERED DESIGN PROFESSIONAL. Z o temperatures of 40 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 ' (D P 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 L OR MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL U T ADEQUATE TEMPORARY BRACING HAS9 F_ 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. C0 o section M1506. 0 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 WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: 0 W z slopes from two units vertical in 12 units horizontal (2:12) up to four units vertical in 12 units horizontal (4:12), double - All general notes unless otherwise noted on plans or product specifications. G2415.7 404.7 Protection against physical damage: Where piping is installed through holes or notches in framing members and the piping DET DETAIL REFERENCE `u underloyment application is required in accordance with Section R905.1.1. ( ) 9 P Y 9 ' P P 9 9 g P P g SHT - All applicable state & local codes, ordinances and regulations if any. ❑ or asphalt shingles shall be galvanized steel, stainless steel, aluminum or copper roofing nails, minimum 12 is located less than 1 X inches (38 mm) from the framing member face to which wall, ceiling or floor membranes will be " FLOOR FINISH CHANGE - In areas where the drawings do not address methodology, the contractor shall be bound to perform strict T U R 905.2.5 Fasteners. Fastenersf p g 9 W U) 0.105 inch 3 mm` shank with a minimum 3/8 inch diameter (9.5 mm) head, complying with ASTM F 1667, of a length to attached, the pipe shall be protected by shield plates that cover the width of the pipe and the framing member and that extend U) gage � ( /� compliance with manufacturers specifications and / or recommendations. w v penetrate through the roofing materials and not 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 P 9 g 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 - General contractors and subcontractors to review these construction documents upon receipt from architect �_ � less than % inch (19.1 mm) thick, the fasteners shall penetrate through the sheathing. and report any and all discrepancies including any dimensional conflicts, immediately to architect for I- i= 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 less than 4 inches (51 mm) above the bottom framing member and not less than 4 inches (51 mm) below the top framing DIET _ _ _ DET _ 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. BUILDING SECTION corrective measures prior to construction. z � ( G2426.7.1 (502.7.1) Door swing. Appliances and equipment vent terminals shall be located such that doors cannot swing within 12 inches SHT SHT - Th NOT SCALE DRAWINGS. DIMENSIONS SHALL ro 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. Where siding is provided on /� - J ' I 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. < # �- PARTITION TYPE - The general notes and typical details apply throughout the job unless otherwise noted or shown. � � � N the vertical 9 9 �/ • base flashing shall be provided in accordance with this section and counterflashing shall be G2427.8 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 the opinion of the - provided on the vertical sidewall, the g 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 contractor, a discrepancy exists, the contractor shall promptly report it to the architect for proper LU / 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 less than 12 inches above finished ground level. adjustment before proceeding with the work. G\STEREO d es shall extend not less than 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, thieir U Q-�' �EtOBERT �C� overlapped not less than 2 inches (51 mm). Drip e g ( ) from an 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 some character as for similar conditions that are shown or noted elsewhere on �� 11 n ti� y�j and extend up back onto the roof deck not less than 2 inches (51 mm). Drip edges shall be mechanically fastened to the roof Y P 9 9 PP P P deck at no more than 12 inches (305 mm) o.c. with fasteners as specified in Section R905.2.5. Underlayment shall be installed hour shall be installed with a 9 inch vent termination clearance. the construction document set. Q ;�, � �m � � over the drip edge along eaves and under the drip 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 �. F' r Z � 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 manufacturer's and supplier's recommended installation procedures. _ n kv" ' %F' and 4 of this code. - The architect has not been retained to perform framing inspections and / or field inspection. The architect 0\� !` :,:. -. 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 ♦'�^ v/ � .aZ,�W 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 manufacturer's instructions. Dryer exhaust systems is therefore not responsible for any and all conflicts including weatherazation, water proofing and framing independent of all other systems and shall convey the moisture and any products of combustion to the outside othe with respect to the construction documents. ❑ 3dT0 � shall be inde f P Y PURSUANT TO SECTION 69.5 (b) OF THE NEW YORK STATE EDUCATION DEPARTMENT, REGULATIONS OF THE COMMISSIONER NEW, Section R1004 Factory-Built Fireplaces building. ("REGULATIONS"), 8 NYCRR 69.5, ENTITLED "SEALS", AN ARCHITECT WHO SEALS "PLANS, SPECIFICATIONS AND REPORTS" MUST PLACE 4 1 Facto 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 R 100 . Factory P A STAMPED WARNING ON THE SEALED DOCUMENT INDICATING THAT: IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING 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 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. UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER AND ITEM IN ANY WAY. MBE system has been specifically tested, listed and labeled for such use in accordance with UL 127. O O O R 1006.1 Factory built or masonry fireplaces shall be equipped 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 115 M O D EL A & material shall be installed in manner that prevents water entry into the building. Counterflashing into the opening of pipe serving < SHEET NUMBER Energy Efficiency as a vent terminal shall not reduce the required internal cross-sectional area of the vent pipe to less than the internal 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. cellulose) shall be written in inches (mm) or markers that are installed at least one for every 300 square feet (28 m2) throughout 116 MODEL Al Z the attic space. The markers shall be affixed {to the trusses or joists and marked with the minimum initial installed thickness with U) 'r.......I" 2 ' Z 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. D COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WHEN NOT ALI6NED WITH RAFTER,LATE H GS-2o X 24"MNROOF FRAMING RAP. GH1 %4""1X22 6A. ALV.COTO TOP L STRAP C�C '' ATTAGi TO EACH PAIR OVER TOP OF TOP PLATE AND NAIL 2x4 OR 2xb �'�1 E 66-40 X 24"MN, OF OPPO%6 RAFTERS CRIPPLE 5TUD5 0 ATTAGt1 TO EACH PAR 2x AGQ I ED6ER IV 2-3/b"x5" LAO DBL TOP PLATE Ib"D.G. U CF ffasI,J6 S RaT RAFTER, BOLT5® 16"OG INTO STUDS `s .4 ROOF ' SIE PLAN 2X BLOCKIN6 { 0 4� U SEE SAN SIMPSON 5TRON6-TIE A35 ® EVERY RR AT 2 END BAYS 2X4 STUD WALL OR Z 13- 1 "= U CO CEILING J015T OR 6 ABLE W L_ � 0)SM ISM STMShPSON STRONG - - TRU55 BOTTOM CHORD W/STRON6BAGK5 51MP50N H2 CONNECTOR®EA. .}d =3 65 ` SIMPSON STRONG-TIE H2 SD NAILS -TE W TE SIMPSON STRONG-TIE TYP �NAILS� 8176E STRAPS 5hlAll.pE ATTAG ATO EAG11 PAS GA�TE5R�5. ALTERNATE TO RIDGE STRAP: H3®EVERY RR RAFTER TO STUD AND KIN65 .+-r RW STRAPS ARF PROVIDE 2X4 COLLAR TIE AT (WHEN ALIGNED) Of ■ -1 N (i:XlkPTION REQIARFD u4 UMNR Oc RE ZIPPER THIRD OF THE ATTIC SPACEAT F- - m FOR U5E HHEN 5TUD5 AND USE IN COMBINATION ONLY WIDEN 5TUD5 AND ' �N LPt mRD .� ATTIC SPACE AND ATTAaV TO EACH PAR CF RAFTERS W/4-IOd NAILS W/410d AT EACH RAFTER) GS-22 STRAP E 'RAFTERS AL16N i.AFTERS DO NOT AL16N EACH STUD,5� .� C z - LSU26 FOR 2xb RR DETAIL 4 Z L X ai L%2&FOR 2x8,2xIO,OR 2x12 O U Q W t° vM' FRAMED OPEN 6 ❑ V ti 00 FOR WINPL*OR `o ( I DC E STRAP DETAIL / R I DC E STRAP DETAIL XSIMPSON STRONG-TIE 2x4 OR 2xb E OR DOOR OR CATH.CL65 WITHOUT COLLAR TIES) / IFT (WITH OR WITHOUT COLLAR TIES) LU28® EVERY GJ STUDS® Ib O.C. (� 2x AGQ LEDGER W/3/8"x5" LAS, TNO IS REI!�,', d r N.TS. LOCATE AT EVERY RAFTf=R / N.TS. LOCATE AT EVERY RAFTER BOLT® 16" OG INTO STUDS STRAPPING TO BE 1-1/4'X 22 6A. IN THI5 AREA / 6ALV.,SEE DETAIL 4/01.ALL 5TRAPPIN6 F- 61YIPSON STRONG 5MP50N STRONG --- ------------- - 51MP50N STIR" --TE LTS ep�IL5 '' MAY e-T L A // /' -ROOF GABLE END WALL TD BEAR A MIN.OF 10"ON FRAMING. TIE HV OR HI05 OVER 1/2"SIVnft 16 UST. / PORCH 8D NAILS IYP. / STRAPP I NC DETAIL DETAIL AT ATTI G Z FOR U5E H-EN 5TUD5 AND I)5E IN COMBINATION ONLY WHEN 5TUD5 AND 7 O_ 'RAFTER5 AL16H CRAFTERS NOT AL16N N.TS. N.TS. 5TRAPPIN6 To REIN ONTO RIM JOIST,SEE F- DETAIL q/DI(ONE STORY)OR ONTO STUD AT WALL BELOW(TWO STORY) 1L Z) , � Z) \ o e o OOD RAFTER t�URfi�I GANE TICSco Z 0�2 S. LOCATED AT EVERY ROOF RAFTER \ ATT I G e STRAPP I NCS DETAIL W PST CAPi2 FOR FRAME GONNEGTI ONS o Ln ' USE E66155>9-A AT ENDS DI NTS. o l J WCAM 2ND F=LOOR �-� N. (1)2x „ „ 4-I6d FACE NAILS FROM Z STRAP OR 4x PROVIDE 3 X3.f6 X3 HA5HER PLATE AT ALL ANCHOR BOLT5 KING STUD INTO HEADER ❑ / MST64W SECURED BY WOOD 5111 PLATES. / COLUMN POST TOP ANCHOR START NALS THREADEDAB OR 55 ANGHOR ROD WA5HER PLATE. MAY BE USED IN LIEU of w END LESION / N.TS. LOCATE AT EVERY GOLUMW 61RDgR GONNEGTION I-I�/1 5T 6-8D NAILS TM PROVIDE XGORNERS AND INT)RSEGTIN6 II"MR NALS WALLS. 3"XI2'X.036'6ALV.STEEL PLATE W/ (4)NAILS MN M i - tZ"117JFiTN ) / �- NAILS 12-8D NAILS AT AT BUTT JOINTS IN STRAIGHT 511MT'SON L5TAI2 STRAP W/ WALLS HARE THERE 51N6L.E PLATE OR HEADER 5-I00 NAIL5 EACH END AT F� �� RFQb 2Xb KIN&5TUD5 O.0N): E:AGH JACK STUDam cur LI3J6TH I I ONE AT SPANS U'TO b FEET / � 24'MINIMUM LAP SPLICE 1W0 FOR SPANS 6 TO 12 F�1' 5/8"Q A307 ROD THREADED 6'BOTH ENDS. THREE FOR SPAN5 12 TO Ib FEET 2!Xb JACK STUDS NDN): O ,� PROVDE MN EM BOTTOM PRE-DEM 3/4"AND I"ROD AT 51MP50N STEEL 5TRON6 WALL,5EE PLANS 12-IbD MIN.NAILS ONE AT 5PAN5(b DISTANCE R EIT NAILS AT ALL 5PLICE5 TIWO AT SPANS FROM 6'TO 12' W END Wont IST FLOOR w THREE AT 5PAN5) 12 U) p."MN SIMP50N P05T BASE N „ „ VNLE55 NOTED OTHERWI5E ON PLAN (4)NALS MIN M.- . . - I ABU44 OR ABUbb,SEE PLAN UPPER STORY SHEAR 2X38 PL W/NUT EACH SIDE m n"LMTI MI C5-22GOIL5TRAP' i ( 1 - HALL TO GIRDER ALTERNATE ANGHOR BOLT DETAIL @ EXTERIOR WALL ❑ W FLOOR TO P:LOOR TIE=S I BELOH CONNECTION FOR 5ET BAGK HALLS HDU HOLD-DOWNS AND STRONG WALL DOUBLE TOP WALL PLATE 5PLIGE DETAIL HEADER GONNGTI ON LOCATED AT EVERY STUD I \ 1/2'0 HOOKED ANCHOR BOLT W/T \ FOUNDATION MINIMUM EMEEDMENTOREXPANSION 13 N.TS. I 15 IV U NOTE I \ BOLT W/5'MINIMUM EMBE01"M N.T S. COL STRAPS LPOFR 51fJT061 MSM-Sd COM�dCN(0.131 x 25"LONG)NALS. I \\ COL 5TRAP5 M 6fATHINS PR1NVE:10d COMtAON VN x 3"I")NAL5. I \\ GOLUMN POST BOTTOM ANGHOR \ 6 ALLOWABLE HOLES - U) \ N.T.5. LOCATE AT EVERY GOL-UMN/6 9P,CONNECTION rq�rAPrr� TO n,Ar VAM WK 8D NAIL®b 0/G AT ALL PANEL ED6E5 IbD NAIL® 24"OIG ~ \ Pram ad WLS TOE NAU� IbD NAIL®24"016 )(6 056 OR PLYWOOD LVL Headers and Beams W AS RF W k HIP RAFTER, W IurTr� 5EE PLAN INTERIOR SHEATHING 1.3E TimberStrand® nitlrollam® LVL 51MP50N HGP HIP (4)NAILS MN N CORNER TIE 2 x diameter of the NOTE:VBiERE 24'WIDE MINIMUM FOAL HEIGHT I �"LTN LSL hole zone Parallam®PSL Y3 depth U WALL RETURN 15 HIDED NI AT ENDS OF I hole zo largest hole(minimum) BRACED WALL LINE THE 8(X)>e HOLDOWN MAY I 1. BE ELIMINATED. PROVIDE TWO(ONE AT EACH 13/4'MMIMUM a"LlT16TY1(MN) 8D NAIL®6'O/G _ SIDE)G5-22 STRAPS PER DETAIL 4 IN LIEU OF I 51MP50N BP WA5HER `\ J AT ALL PANEL WeE5 INTERIOR L5TA3b STRAPS SHOW IN THE DETAIL. NAIL SHEATE W TO ° o d - I SILL PLATE W/8a � 2x AW SILL PLATE. DOUBLE ° EXTERIOR GYPSUM BOARD NAILS®410/6 51LL AT FILL BA5EMENT5 5/8 DIA STEEL ANCHOR MiCrollam® LVL and J 7'MINIMUM BOLTS MAX.2'-8"O.G.. - - - - - BMEMB NAIL NOT AT PANEL EPCE5 EMBEDMENT 2x b MAT VAIV Parallam®PSL EXTEND BOLTS MIN.T'INTO GS,22 COIL STRAP To TUFTER allowed hole zone FON.WITH T16HTEWD NUT E middle 13 span 3"x 3'WASHER TO EACH BOLT. (2)2 x 6 AGQ 6I P5ON LTP4 PLATE NALEP TO SI,f�.,ON GOL STRM 15/32"05B OR PROVIDE TERMITE SHIELD SILL INSIDE CORNER OUTSIDE CORNER -L5TA3b HU 10-I0d NAILS BAR �� RIM AND SILL PLATE® W"0/G AT LEY Rr�r� PLYWOOD 5HEA1}IIN6 d 1.3E TimberStrand® LSL allowed hole zone d SEAL AND MAINTAIN 8'MIN. INTO 5T10 ABOVE AND FROM WD TO FINISFIED GRADE NAL AS,PHt iANE�9p WFLM. H ci o ci LOCATED 2"TO 6' Vi c TWE 5-T� PLAN VIEW PLAN VIEW W 6 17 C6 °� FROM TOP of HALL' �/�� General Notes Q N N r; N o0 BELCH=2,51"EACH GORPEW NOTE, EXTERIOR HALL TOP N M Co CV Tall=2,980>< �FOUNDATION PLAN COIL STRAPS UNDtR 5HFA11iIN6 PROVIDE:8d COMMON(0.131 x 25'LONG)NAILS.COIL ��r-,.-,11� G1�N� HEADER MAXIMUM ROUND • Allowed hole zone suitable for uniform) IlOaded 5TRAP5 OVER 5HEATHIN5 PROVIDE:IOd COMMON(0.131 x 3'LONG)NAILS. LAY-OSIER OR FALSE VALLEY DEPTH HOLE SIZE headers and beams only, y PLAT HIP GONNEGTI ON 4%" 1" • Round holes only ST�RAPP I NG DETAIL WALL FRAM I NC 5/z" 1%4' • No holes in cantilevers. Vnd STORY GARNER GONNEGTORS TYPICALANG OR BO T @YN.T75'j TD TO RIM J015T TO SILL PLA 7Y4"to 20" 2" • No holes in headers or beams in plank orientation. LOCATE AT EVERY STUD N.T S. N.T.S. .T. .TS. LOCATED AT EVERY CORNER N.T.S. LOCATION AS NOTED DO NOT cut,notch or drill See illustration or Allowed Hole Zone holes in headers except as indicated in illustrations and tables. A MINIMUM OF THO BRACED WALL LINES(BHU ARE REQUIRED IN EACH DIRECTION OF A BUILDING. BHL'S SHALL NOT BE SPACED E)(1�STRAP AND WALL StFATl1IN6 fl AND WALL 5FfA N6 fl O O O O O O MORE THAN bO FT APART. WALLS WITHIN A BWL SHALL NOT BE OFFSET BY MORE THAN 4 FEET FROM A BWL. BWL LOCATIONS ARE NOTE. TO TOP OF PONY WALL IF USED��I I NOTE= TO TGi'Of POM WALL IF t15ED-�yl I N > > N > > INDICATED ON FLOOR PLANS 2 FT MAX PONY WALL MAY BE I I 2 FT MAX PONY WALL MAY BE AT ET OF EACH END OF A BWL. THE DISTANCE BETWEEN ADJACENT PLACED ON TOP OF HEADER PLACED ON TOP OF HEADER SMP` D>T�� (h-W5P�'� A BRACED WALL PANEL(BW)SHALL BE61N WITHIN 10 FE WALL END PANELS(TYPE A)tDU AS REQ ED6E5 OF BHP'5 SHALL NOT BE GREATER THAN 20 FEET. THERE SHALL BE A MINIMUM OF TWO 13WP ON EACH BNL EXCEPT AT CO CII AT W40 WALL PETALS G AND D. HALL5( I6 FEET LONG MAY HAVE ONE 48"OR LONGER BNP. BHP'S ARE TYPICALLY G5-H5P SHEATHED BRACED WALL PANELS ® (TYPE A)OR GYPSUM BOARD 65(TYPE B). PROVIDE TYPE G,D,E,OR F PANELS AS NOTED ON PLAN WHERE BHP TYPES A 3 ON WIDE LVL HEADER(SEE PILAW N ®II 5-0 NALS AT DTTIZ AND B DO NOT QUALIFY DUE TO MINIMUM LENGTH REQUIREMENTS OR ADDITIONAL CONTRIBUTING LENGTH OF BWP 15 REQUIRED. CONTINUOUS TO oUT511DE OF PANEL ® 13WP TYPES ARE INDICATED ON FLOOR PLANS. 0 5WO THREADED ROD '\\X ® G5-HSP CONTINUOUSLY SHEATHED BRACED HALL PANELS(TYPE A)SHALL MEET z z CONTINUOUS,IIY4'MIN DEEP HEADER TO CONTINUOUS IIV4'MIN DEEP HEADER TO 1"�I NOTE: WHERE 24'WIDE MINIMUM FULL HEIGHT THE MINIMUM LENGTH REQUIREMENTS OF TABLE 8602.10.5. NAIL)(e MINIMUM HALL OUTSIDE KING STUD(SEE PLAN) OUTSIDE KING STUD(SEE PLAN) < Pte-EDGE WALL RET"15 PROVIDED AT ENDS OF 5HEATHIN6 WITH 8d NAILS a b"O/G(EDCE5)AND 12"O/C,(FIELD)AND PROVIDE 2X GS-WSP BRACED WALL LINE THE b" BLOGKIN6 AT ALL UNSUPPORTED PANEL Evc_E5. PROVIDE 800 POUND HOLDOWN FASTEN�'SIT ATNIN6 TO WAVER W/ FASTEN S'SHEAIHINE TO HEADER W/ Z HOEDOWN MAY BE ELIMINATED. PER DETAIL IG OR 20 AT ENDS OF BRACED WALL LINES THAT DO NOT HAVE 8D NAILS A 310/6 IN EACH DIRECTION 8D NAILS o 3'0/G IN EACH DIRECTION L MIN PA1�L W [� EITHER A 24"MINIMUM FULL HE16HT HALL RETURN OR A 48'MINIMUM BHP. LU SIMP50N LSTA24 STRAP ON BOTH SIDES AND a SIMPSON LSTA24 STRAP ON R&EA7N190 HEIGHT(�) WIDTH"L" TRIM TDP of PANl�As'REQD a L O EACH OF HEADER TO JACK STUD W/Ib-IOD NAILS D FACE HY Ib-IOD NAILS b 28" } TABLE 8602.105 MINIMUM LENGTH REQUIREMENTS OF GS-H5P q 32" b V4.5D5 Co O W ONTINLOUSLY SHEATHED BRACED WALL PANELS FASTEN TOP PLATE TO HEADER W 2 I= FASTEN TOP PLATE TO NFADER W/2 F- z ROW5 OF Ibd NAILS 0 3b/G z 10 34" PORTAL STRAPS 1/2'FROM E9 6E ON W w ROWS OF Ibd NAILS s 3b/6 LL O II 38" BOTH SIDES(4 STRAPS PER PANEL) > Y WALL AJAGENT CLEAR MINIMUM LENGTH OF O O (2)JACK STUD' MIN.OR PER PLAN v 12 42' W w � NEI6HT(FT) OPNG HEIGHT BRACED WALL PANEL (2)JACK STUDS,MIN.OR PER PLAN " p z SIMPSON CM COUPLER NUT <64" 24" F- BLOCKING AT PANEL 1�6C-5 V b4"TO 130" 32' BLOCKING AT PANEL ED6E5 BLOCKING AT PANEL E06E5 8 80"TO 616" 36'* O O 51MP50N%6B STRONG-WALL 5B ~ PANEL SHALL HAVE A L EN6TH'L'OF NOT PANEL SHALL HAVE A LENGTH'L'OF NOT PANEL,VERIFY PANEL 15 PLUMB () o <64" 2T" 6YP5UM BOARD "6B"BRACED HALL PANELS(TYPE B)SHALL BE lY LE55 THAN 16'FOR ONE STORY AND 24'FOR �� ►- LE551HAN 16'FOR 8 FT WALL.,18'FOR 9 _ _ _ _ NOTE:DETAIL APPLIES TO 48'MINIMUM IN LENGTH ON BOTH 51DE5 OF HALL PER TABLE O O FIRST FLOOR OF TWO STORY APPLICATION. W f"1 . 0 ANCHOR BOLT OR q b4"TO 80" 30 O FT WALL,AND 20'FOR A 10 FT WALL SEE F--�-� ADHESIVE ANCHOR 80"TO 6161 41" R602.10.5. 5EGURE y2"GYPSUM BOARD WITH 6d COOLER NAILS, PLAN FOR ACTUAL LEN6TH. SEE PLAN FOR ACTUAL LESION. Q VV „ " „ 3 w IF WIDTH F R A(T DIMENSIONS ARE BOTH ENrDS� � Z <64° 30" 0915 X IYe GYPSUM BD NAILS,OR DqB X I/e"ANNULAR RINGED IF WIDTH TO HE169 DIMET510N5 ARE EXCEEDED THEN DETAIL"F'TO BE USED. Lj _ Ip 64"TO 130" 30' NAILS 0 1'O/G(ED6E5)AND l"O/G(FIELD). BLOCKING 15 NOT EXCEEDED THEN DETAIL'F'TO BE USED. ❑ w p• 80"TO 616" 38' REQUIRED AT UNSUPPORTED PANEL EDOE5 WEN PANELS ARE (V J • INSTALLED HORIZONTALLY. PROVIDE J015T OR TRU55 OR FULL _ - B TH OP CONTINUOUS HEADER 15 USS OVER cap *Partial credit for awls 36"to 48"wide per RbO2.10.52 HEIGHT BLOCKING DIRECTLY ABOVE AND BELOW TYPE B HALLS. BOTH OPENINGS THEN MIDDLE WALL x p p � ONE JACK AND KING 5TUtJ°' � ONE JACK AND KIF�STUDS BRAGN6 IS NOT REQ'D "L" EQUTAL TO ui � TYPIGAL HOLDOWN DETAIL AT CONTINUOUSLY SHEATHED WOOD FASTENT/Ib"5HEATHIN6TOEACH STUD AND V16. COMMON TO MILS@HSTw 11�IOKIN65M� ora 12" GYPSUM BOARD "GB" - TYPE B O AND SILL Hr/8D GAMMON NAILS o 3'olG O AND SILL W/8D CANNON NAILS o 3"oiG Co FRAMED FLOOR A STUCTURAL PANEL "CS-WSP" -TYPE A - _ R FASTBJ 7/Ib'5HFATHIN6 TO STUD Z NOT TO SCALE PER FIGURE R602.10.5 NOT TO SCALE PER FIGURE R602.10.5 AND N HI W/8d NAILS o b 1/" Z w PORTAL DETAIL"G"ONLY APPLIES SIMPSON HDV2 HOLDOHAI YU b U4' Z Q�Q ¢�¢ Q I N.TS. SIMPSON HDU5 HOLDOHN W/141/45D5 Q Q N TO 2 FT TO 18 FT WIDE OPENIN65. SCREW5 IN DOUBLE END STID 505 SGREH5 IF NO FLOOR ABOVE. U TABLE 602.10.3(0 BRACING REQUIREMENTS BASED ON 14OMPH TABLE 602.10.3(2)WIND ADJUSTMENT TO NIDU4 HOEDOWN W/to ABOVE. PANEL To SIT DIRECTLY TI TOP of � WIND SPEED,EXPOSURE B,30 FT MEAN,ROOF HEIGHT,10 FOOT REQUIRED LENGTH OF HALL BRAGIN6. 2-1/2'm ANCHOR BOLT OR EXPAN51ON SCREWS IF FLOOR ABOVE' CONCRETE FOUNDATION WALL W SIMPSON DTTR NaDOYtN AT G&W5P DRKED WALL HEIGHTS,AND 2 BRACED WALL LINES BOLT WITH 2"X2')V PL WAStER W ERFQ ADJUSTMENT STORY CONDITION ADJUSTMENT I/2'A ANCHOR OR EXPANSION BOLT R BERT WALL FAD PWL5(TYPE Al IVU AS,REQURED BASED ON 5UPPORTIN6 FAGTOR OVER 2-I/2'm ANCHOR OR EXPANSION BOLT U � cS ®®II AT DRAbI�WALL PETALS G AND D. STORY BWL SPACING GONT METHOD %4 BAR CONT IN TDP oATRE CONCRETE *4 BAR GOVT IN TOP OF CONCRETE 93 TIE O "? ��G m ®I 5HEATHIN6 EXPOSURE CATEGORY ONE STORY G 1.2 FOUNDON FOUNDATION F,-0 IOD MALS AT DTT1Z EXP05L RE CATEGORY ONE STORY D 15 ><4 BAR CONT IN TOP AND BOTTOM Q ;®` m 10 TOP 10 2S 5 5 EXPOSURE CATEGORY TWO STORY G 13 PA05-18 ANCHOR BOLT OR Ve'THREADER OF CONCRETE FOUNDATION SIMPSON 507/8X24 OR PABT-16 ANCIHOR � ) EXPOSURE CATE60RY TWO STORY D I b EXTEND WALL 5HEATHIN6 OVER RIM J015T ROD W!WASHER PLATE,` DETAIE 15/DI BOLT OR Ye THREADED ROD, W ti ® TOP 20 5.0 10.0 NABS-18 ANCHOR BOLT OR%e THREADED SEE DETAIL I',5/DI = 1 OVER ROD HU WASHER PLATE,SEE DETAIL 15/DI U \V777'_'A a2JTi TOP 30' 7.0' 14 5' ROOF EAVE TO RI06E ROOF ONLY 15 FT 1.3 PANEL EDGE FRAMED U WALL PORTAL DETAIL TYPE D ONLY APPLIES TO b Fl TO 18 PT WIDE OPENINdiS. 81 u ROOF EAVE To RIDGE ROOF ONLY 20 FT Ib FLOOR PANEL HAS GONTRIBUTIN6 LENGTH OF 48"TONARD5 RbO2.10.3(U MINIMUM LENGTH WALL TO BE USED ON FIRST FLOOR APPLICATION ONLY.PANEL HAS, SIMPSON STRON6-WALL REQUIRE5 ENGINEERED DB16N TO F^/ \/O� TOP 4O' 61.0' 185' ROOF EAVE TO RIDGE ROOF+I FLOOR 15 FT 1.15 REQUIREMENTS,FOR BRACED WALL PANELS AT BRACED WALL LINES. WALL TO BE CONTRIHIJTIN6 LENGTH OF 48'TOWARDS 8602.103(0 MINIMUM LENGTH TO DETERMINE PANEL SIZE AND ANCHOR BOLTS FOR ❑ /Vr�W� ROOF EAVE TO RIDGE ROOF+I FLOOR 20 FT 1.3 USED ON FIRST FLOOR APPLICATION ONLY. REQUIREMENTS FOR BRACED WALL PANELS AT BRACED WALL LINES. ACTUAL HORIZONTAL DE516N WIND LOAD AND CONDITION TOP 50' 11.0' 23.0' ROOF EAVE TO R1DOE ROOF+2 FLOOR 15 FT 1.1 ROOF EAVE TO RIDGE ROOF+2 FLOOR 20 FT NP JOB NUMBER TOP b0' 13.0' 2-►.5' WALL HEIGHT ANY STORY 8 FT O.q CONTINUOUSLY SHEATHED PORTAL PORTAL FRAME WITH HOLD-DOWNS ALTERNATE BRACED WALL PANEL "ABW" SIMPSON STRONG WALL 31VO ANCHOR BOLT OR HALL HEIGHT ANY STORY q FT 0.95 DETAIL - TYIPE F 2016023 �HE51vE BOTTOM OF 2 t0 5.0 UOS HALL HEIGHT ANY STORY 11 FT I.0S FRAME "CS-PF" DETAIL - TYPE C "AFH" DETAIL - TYPED DETAIL - TYPE E BOTTOM OF 2 20' 61.0' 14.D' HALL HEIGHT ANY STORY 12 FT 1.1 C NOT TO SCALE PER FIGURE R602.10.6.3 D NOT TO SCALE PER FIGURE R602.10.6.2 E NOT TO SCALE PER FIGURE R602.10.6.1 NOT TO SCALE PER ENGINEERED METHOD W BOTTOM OF 2 30' 13.0' 2 j 5' NUMBER OF BHPER PLAN DIRECTION AT STORY 3 1.3 NUMBER OF BWL PER PLAN DIRECTION AT STORY 4 1.45 Q SHEET NUMBER 2 , N)MBER OF BHL PER PLAN DIRECTION AT STORY 5 OR MORE lb BOOT°MOF2 BRACED WALL PANEL DETAILS GYP BD FINISH OMITED FROM INSIDE FACE OF BWP 1.4 (21 UNITS 115 (MODELA & 116 (MODEL Al ) HOLDO�iN DE:TA I L AT SLAB BOTTOM OF 2 50' 21.0' 440' APPLIES IN METHOD D FROM ONLY Z GYP BD FA5TENIN6 ANY STORY 4"O/G 0.1 p_� NOT TO SCALE C� 20 N TS,. BOTTOM OF 2 60' 25.0' 52.5' APPLIES TO METHOD 66 ONLY Q COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED H W Z W E CONT.Vx4 MOOKN3TYP.IYTEIOR WNQ U o V IC 2"x4"OUTRIGGERS WOL.- 2 Z FR*V 50FFTf 4 2 4 O + ■2 I— --d =3 (o L + 4 ■ RI06E5 TO AL16N (2)2 xb CLOGKN6 2 2 PENTL f.O(A FTL.I>b043 I {= N } 6 L_ Q� Z �_ DY'FYPOW OR E4W_ Z !E •— U 5 Lo R106E VENT R106E5 TO AL16N (x3"TRIM x ch 8106E VENT r'xb"FASCIA U C) m v TYPICAL ROOFING: ARCHITECTURAL SHINGLES HIGH GEILIN6 BEYOND I/2"PLYWOOD OUTHNG ❑ U M Lo co r 00 15#FELT UNDERLAYMENT srill 1/2'PLYWOOD SHEATHING b'AZEK TRIM H{p}ZD1pLA NK 4 fn 12 u.• ch 10 6'AZEK TRIM 9 r xk"TRIM I HORIZONTAL 510IN6 V AI.I DENTIL BLOCK#DTLBbxbxb 4" 8" 0- 12 12 9 6'AZEK TRIM BY'FYPON'OR EQUAL 12 DENTIL BLOCK#DTLBbx6x8 it Q 12 BY TYPON'OR EQUAL 12 + 12 6"AZEK TRIM b" IZ BEDROOM �,�^ 13 GABLE END DETAIL OH. OH. cD 12 13 12 F r IN 8"AZEK.RAKE BD NU m n 'AZEK TRIM —! �(+/)12 N.T.S. AI Z I'x 8'AZEK RAKE b"HIGH BLIND 0 I'x 3'AZEK TRIM(TIM) 12 Bowl—TR M(IYP� r2 TRIM 12 AI FLASHING U 12 m:1ROOF BREAK 6'HIGH BLIND N 6'BLIND FLA5HI% FLASHING b'HIGH BLIND Q 4 - 12 METAL EYEBROW FLASHING 4 v ROOFING 0 8t12EBRD PITCH m STANDIN5!TEAM Ll m 1 1:1 - - - - - - - c°v METAL ROCS _ Ix8 FASCIA BD. Ix8 FASCIA W. Z -1 U3 _ DEN PL HT O If 11 Illk 111 11 1x u� - BLINP�—Al 16N ESEDROOM#2 PI_HT o FLA9HIN&'-_" FA5CIA5 EZE SEGONID FLOOR I OH. I'-0" Ig1111 1111111 OH. 1, 8'AZEK ildl I�. ; ; ; ; _ _ - FRIEZE HD. 0LLL m 8'AZEK = I I I tE ZQV J FRIEZE W. j- i ❑ 4 a x TRIM BD kE F m ® = OVER GIRDER I I I I Q � I II 4 4 l o i i 40 Ix AZEK TRIM r Q II II II I ' I - II II ! III II II FIN. IST FLOOR: I FIN. 15T FIRST FLOOR LI FIRST LOOM LINE ELEV= O'-0.. 10"5GUARE HBE6 DERMA CAST bxb P.T.POST NTH 5IMP�50N I I bxb P.T.POST WITH 51MP5oN I I I I I BG523/6 POST GAP ANCHOR E I I 10"SQUARE HBE6 PERMA CAST COLUMN#46382 W/5QUARE 0652-3/6 P05T G ANCHOR E 51MPSON RBU66 P05T BASE �P COL"#46382 W/SQUARE7A3 � FLAT GAP E BASE TOR EQUAL) I I I I SIMPSON ABU66 PAST BASE I CAP 4 BASE(OR EMAL) I ( W -CORNER GOLUMN 0 BE I (YP-ALL COLUMNS) I I I I (TYP-ALL COU416) I G FLAT ORNER COLUMN Too BEE I I I U) W PROVIDED W/SPLIT KIT I ( I I PRO`fIDED W/SPLIT KIT I I I 9 ` I I I • � I I I I I I I I I I I I O w MIN.BSMT FLOOR - - - - I- - _ UNFIN. FLOOR — - - - - - - - - - - - - - - - - - - - -I� - - - - - - - - - -I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I- - - - - - �- - - - - - - - -� - - - - - - - - - - - U CONT ELEVATION FRONT ELEVATION � Q 311b, = I-0 H UNIT 116 UNIT 115 Z W Al HOLLY MODEL A (LAUREL)- R106B 0 MODEL TO ALIGN RIDGES TO ALIGN Q Q N N h N C6 R106E VENT ° r N M 00 N RIDGE VENT NOTE, 41ARDIPLANK APPLY ICE E WATER SHIELD IN FAIR WEATHER WHEN THE AIR,ROOF DECK AND 12 HORIZONTAL 51DIN6 b-AZEK TRIM �y� MEMBRANE ARE AT TEMPERATURES OF 40'F 12 t 135 9 �. (5'C)OR HIGHER. r 135 CRICKET BEYOND i'x 8'AZEK RAKE BD w _ I'x 3'AZEK TRIM(TYP) 10 INSTALL ICE E WATER SHIELD .bDENTIL BLOCK#DTLBbx6x8 ice, �4 PER MANUFACTURERS BY'FYPON'OR EQUAL 12 iv P A ITATIOWPAMIINTAIN 12 Z Z Z Z Z Z 12 12 O O O O O O t 10 12 12 cn cn cn v) cn cn 12'x 18'VINYL I'0" I'-0'�12 W W W w W w I 12 OH. OH. INSTALL ICE t WATER SHIELD TYPICAL#200FIN6: LOUVERED VENT 12 AI.I 12 12 PER MARPAGTURERS ARCHITECTURAL 1 LL-11.11 I 12 SPECIFICATIONI5 TO MAINTAIN co SHINGLES 15#FELT AI 5HIWv L 5 METIT Ix8 FASCIA BD, PRODUCT WARRANTYVINDEo 1/2'PLYWOD 1 b'BLIND N4 b"H16H BLIND 8'AZEK 5HEJITHIN(i - Ab_ FLASHING FRIEZE BD. FLA5HI APPLY ICE t W4TER SHIELD IN FAIR N WEATHER WHEN THE AIR,ROOF DECK AND MEMBRANE ARE AT TEMPERATURES OF 4O'F FASCIAS FASCIAS -G OR H16H9R. DINING PI_HT _ - MAS BATHROOM MSIR$DRM - EsRKFST PL HT - -- PL HT PL HT Z gglq gglNl �' - --- ----- r - I,�. OH. V 8'AZEK OR �� I-0 OH. OH. 0 L-LJ C9 FRIEZE W. _ I - - - 1.1 :' 11 �_ IND£ EXTERIOR HALL m I I I I I I - - � - ``_ _ - --_--- �.I I I ! -- --- RIDGE VENT U) z "FIRE RETARDANT ULI Z C ' PLYYJOOD 5HEATHIN6 ^ E 2"xb"RIDGE BEAM 16U 12'UPPER SABLE 12 12 0 12'UPPER GABLE ROSES TO AL16N L._ BLOCK rn �p BUILD-OUT BUILD-011T 12 12 Z _ RIDGES TO ALIGN BLOCK Q 0 Xb"OG. O .� =3u) d v RIDGE VENT - R106E VENT GUTTERS!LEADERS R106E VENT R106E VENT C) ALL GUTTERS t LEADERS 5HALL BE BAKED • U > WHITE ALUMIRM A32'MIN.6AU6E,6UTTERS R1D6E VENT (2)2"X10" 4 } R106E VENT SHALL BE 5'SEAMLESS,06.STYLE W/ALL PT 61RDER F— ti -� — RELATED t REQUIRED AGGE55ORIE5. LEADERSSECURED TOSKALL BE U) !E N Z - b. ANCHORS MGAULK!SEAL ALL JOINTS. PITCH Lo b" WALL 0 O i OH. GUTTERS MIN.VB'IFT.PROVIDE P.VG. OH ENDS U Q W M au) 0)X M _ RECEPTORS B'ABOVE 6RADE TO RECEIVE LEADERS(CLOS®GAP DESIGN). t J M R106E VENT R106E VENT n�// `co - I'b" 12 12 LL O(0 6 B E &OOH E 14" 14" I b' 110 85 &ABLE d OH. GABLE SABLE GABLE OR OR OH• b'HIGH BLI FLA5HI% I I I I I I I Iirk q" q" ROOF®COVERED ROOF 0 COVERED- PORCH BEYOND PORCH BEYOND Ixb FASCIA BD. A-5 2 Xb" FFIT BEAMS Z All WV.PORCH 0 IB" G.W VENTED O GARAGE PL HT PL HT - 6ARAGE PL VINYL SOFFIT BRO - - - ---- PL HT BEYOND -_-- OVER 0 OH. GASTG)ARE H13$6 OLUMN#gb3gRMA yy/ OH. LL—L—J I V-0.I - - OH. I I I I 8'AZEK O Cn JL _- FFI— I I I I ,_l_ FRIEZE BD. SQUARE FLAT GAP d a Z I- -- I I I I Ism -TT-TFTTTTFT I-I I I i � BASE(OR EQUAL)- U 4 CORNER COLUMN TO BE WALL 0 6ARAGE i i i i © O o PROVIDED W/SPLIT KIT Q BEYOND I I I I UMN l I I COL0 1 PORCH o m - BEYOND I I111- IZ II I V J II 1 11 IIA I 1 11 111 if 11 1 11 11 11 1 11 11 1 1 1 11 111111111 Jill ] 11I I FIRS FLOOR LI FIRST FLOOR LINE FIRST FLOOR LI FIRST FLOOR LINE roolooloolooll Ix4 AZEK TRIM I I I I I I I I I I I I I I I b I I I I I FIRST FLOOR LINE I i i I I Fal I I I AI.I 4 I HOUR RA D EXTERIOR O i BEARING WALL I I .� A55EMBLAz 5EE DETAIL: I T 1 I I I I I I I I UNFlHLBSMTFL coIF�•� - UNFIN.BSMT FLOOR - - - - - - - -I L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - - - - - - - - �I- - - - - - - - - - - - - - - -I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - m TYPICAL PORCH 5LA5 ° � O 0 4"P.G.5LAB(MIN.3500%1 CONIC) REINFORCED WITH 110/10 HAM. RICHT 51 DE ELEVATION LEFT 51 DE ELEVATION (DREEZENAY 51 DE) E TAMP d FILL TO 115%DEN5ITY r 3/16" = 1-0 36" = 1-0 cn UNIT 115 UNIT 115 1 BREEZEWAY SECTION Al . 1NTS.MODEL A (LAUREL)MODEL A (LAUREL) W U O RIDGES TO AL16N RID5E5 TO AL16N _ Q ry RIDGE VENT RIDGE VENT 12 , f � 12 HARDIPLANK 12 12 HARDIPLANK HORIZONTAL 51DIN6 55 SLITTER5 t LEADERS q� r_ ss HORIZONTAL SIDING q ALL 6VrrER5 d LEADERS SHALL BE BAKED - 12 LLj r ao WHITE ALUMINUM.032'MIN.6W-,F,6UfTERS _ SHALL BE 5'SEAMLESS,0.6.SME Wl ALL - _ t 85 �- 12 RELATED d REQUIRED ACGE55ORIE5. LEADERS :_ - RIDGE VENT M06E VENT t 85 1714 N t` N 06 10 SHALL BE MIN.2'x3',D27'rz MSE W/CLIPS! . -- _ .. :_ �, _ .„ .- . ..��.• -_ ANGFIORS. CALLK E SEW.ALL JOINTS. PITCH - -_ -- 6UTTER5 MIN.Vb'IFT.PROVIDE P.Y.G. - REGEPTOR5 B'ABOVE 6RADE TO RECEIVE :, LEADERS(GLO5ED GAP DE516W. - - - '� T _ - 12 _I - 12 CLEZE5TORY .��"� - CLERESTORY WALL WALL BEYO 12 _ I BEDROOM t3 BEYOND . - _ .- -�.. -�-T 12 WALL BEYOND .,.� _�__A_� -�.. -_ •__-: = - `,. -_y.,.._� =r' _'�- - GABLE 12 Y ._. - ROOF s GOVERID �_ PORCH BEYOND Z Z Z Z Z Z 12 _ 10 \ - - - - <n N in cn i2 N Ixb FASCIA BD. ._. .:_,- - . ..:- _- 4 4z MSTR BR PL H BRKF5T PL MT - - �- BEDROOM#2 PL kT I2 12 - - 1 11 11 - - GARAGE PL HT - o OH 8'AZEK .-- :- Imo" �• FRIEZE W. I 1 MASTER BEDROOM "" f ~r�T +11 1 11 fill 11 1 I I sE WALL 13EYOND 1 I ° Q I I I WALL 0 rP` 6ARA6E 4 11 = LLl Q COLUMN®covERED � .i� C.OLl1MN COLUMN 0 COVERED 1 Ill 11 1 1 Ill 11T FRONT PORCH BEYOND i' 11 COVERED �. 4 �a_I,l 1� I ,I, I'li= U. BEYOND � � v PORCH BEYOND II I I °�< IA ' 11 PORCH BEYOND O- r7TT I II 111 11 If 11 1 11 , ' . . _i ._ i .l� .i_.I11 I I O o0 Xi Ili 11111!,-iIII111 1 111 I I W 1�1-ly: i l: I 4 ='t-} tea _ FIN. IST FLOOR FIN. IST FLOOR FIN. 15T FLOP II i I i i� r ,TI Y FIN. IST FLOOR - U LLj ELEV= O'-O" ELEV= 0' a" ELEV= 0'-0" r-: ELEV= 0'-0" Q Lu 7- ILLI Q I U � Ix4 AZEK TRIM I I I I I J Ix4 AZEK TRIM I I ` (7 I I II I I I o I I FRONT Po COVERED I HOUR RATED EXTERIOR b Lli z I I f l W w I 1 I BEARING WALL I I I I �, o (� u) 4 4 I AI I I A55EMBLY- SEE DETAIL: a3 I I I ° a W I m I I I I 2020 NY5RG-62421 b(503.5) W I VENTING 5Y5TEM TERMINATION LOCATION: _ on THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN Iii U INPUT OF 10000 BTU PER HOUR(3KhV OR LESS 5HALL BE I I I I I I I I I I I _ UNFIN.55MT FLOOR UNFIN.BWr FLOOR_ _ _ _ LOCATED AT LEAST b"FROM ANY AIR OPENING INTO A _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _-_ _ _ _ _ _-LL - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - - - - - -I -- 1 - - - - - - L BUILDING,AND 511tH AN APPLIANCE WITH AN INPUT OVER 10,000 O m - -- - - - -I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- -I- - - - - - J BTU PER HOUR BUT NOT OVER 50,000 BTU PER HOUR SHALL BE Z - - - - - - - - - - - - - - - INSTALLED WITH A q INCH VENT TERMINATION GLEARANGE,AND AN APPLIANCE WITH AN INV OVER 50,000 BTU PER HOUR Z Q Q SHALL HAVE AT LEAST A 12 INCH VENT TERMINATION C.7 0 w C) CLEARANCE.THE 130T1TOM OF THE VENT TERMINAL AND THE AIR INTAKE SHALL BE LOCATED AT LEAST 12'ABOVE 6RADE. U) .... ........- w 1 CHT 51 DE ELEVATION BREEZENAY 51 DE SR�B LEFT SIDE ELEVATION ( � 3Ab I-02022WRr OW HOT I N6 IS LOCATED LE55 THAN 24' Q a _ i " IN DWELLING UNITS,WARE THE TOP OF THE SILL OF AN 3/Ib - I-0 ABOVE THE FINISHED FLOOR AND GREATER THAN*72"ABOVE �r �Z n THE FINISHED GRADE(OR OTHER S)RFAGE BELOW ON THE w I "A. V z --I UNIT 116 UNIT 116 COMPLY OF ON BUILDING,THE WINDOW� _ � ��• COMPLY WITH oH>E of THE FOLLOWING: "OPENIN65 THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE co `� TO PA55 THROUGH Ti OPENING IN ITS LAR6EST OPENED / FALL PREVENTION DEMES THAT COMPLY WITH A5TM F 2090 MODEL Al (HOLLY) MODEL Al (HOLLY) trHEkgON. �/V& (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO RELEASE THE GONTRODI..DEVICE ALLOWING THE WINDOW TO _ . . .... .......... FULLY OPEN,SHALL NOT REDUCE THE NET CLEAR OPENIN6 AREA OF THE WINDOW UNIT To LESS THAN 5.'1 SQUARE FEET. JOB NUMBER w2016023 UNITS 115 (MODEL A & DUET CLUSTER = SHEET NUMBER 116z ( )MODEL A1 ELEVATIONS 1 W 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED cf) ^ ' 11-- z —Z C ' W ^ � U A G A B O AI-b AI-b A-b A-b V ;? Z r �. 52'2.. O m-J =3u) U -� _ • 0 O 12'b" 15'-b" q'b" 14'-10" 14'-8' 13'-2" +--" rn N pIREGT VENT HEATING EQUIP. AI.I U) '� 2 Y z - APoI IANGE CI FARANGE APPLIAWE-5 O U N @ m SHALL W,INSTALLED WITH THE L �� ch U Q � W � M CLEARANCES FROM UNPROTEGnEP COMBUSTIBLE MATERIALS AS INDICATED ON THE APPLIANCE LABEL LINE OF REAR CHEEK rn ^ AND IN THE MANUFACTURERSFDI I'-0' WALL o UNIT 116 LINE WALL o UNIC T�116 co❑ U M � INSTALLATION IN5TFXIION5. 11-21, :p <o V 2 TYPICAL PORCH 5LA13 +: 0 4'PL.SLAB(MIN.3500 PSI GONG) REINFORCEDKAM 5'-2" 4'-4"MD. 5'2" p 4'-4"M.O. 5'-4" e TAMP 4 FILL q5%DENSITYo ;t b v 11-21, 0 2 w as FDI Z o_ - 4 O HO I - - TYPICAL PORCH SLAB 0 4'PL.SLAB(MIN.3500 P51 0M) m FDI ci5 I 2 REINFORCED WITH 6x6,10/10 W.W.M 'TAMP d FILL TO q5%DENSITY FDI O I b o 10 10" '8" I'-0° I5'-10" 8" HD 2x12 FLOOR JOIST', - _ _ - - = 4 _ 4'H DE J01 Z N ---� o SEAT.TA.SEAT AT 2 O o I6'O.G. l—^ (2)2X10 P.T. �I I �r ELEV=(-)I'-1}' �I U 4'WIDE JOIST Ip' SEAT.TA.SEAT II 2'x 10' m 13'-0" 10" 13'-8" � 8" � l'-0" 8" T-0" b" 8" 12'-0" � SLAB air 2x12 FLOOR J015T5 2 81 E6RC�'S 0 /1 0 Ib"OL. pWINDOW HD HO r o m 4'WIDE TJOIST ELLE SEAT. FDI PROVIDE FRESH R - - - - I - I 4 TA.SEAT ELEV=OI'-I}' - _ - - - - 2x12 FLOOR JOISTS Z `/•w�l WE1 INTAKE TO MECH IP 4 1 I 1 FDI I - J (2)2X10 P.T. 0 0 o 161 OL. ❑ PER CODE Q - _- - J DIRECT VENT EfrAnN6 EQUIP. 4 f° TYP.BEAM POCKET WRAP E05 OF HD _ 1'-0" T-0" 8' T O" -0" O APPL IAN_r,E C1 FARWE PALLS 05ED NOT- 4 I I FDI I I r� �-1 0 ((� I 4' 1�DE J015T(-JI'-I}'AT. j 2B T o APPLIANCES SHALL BE INSTALLE37 T T I GDR W/ALUMINUM AT POCKET OR o pix=4 A5 LOf�AL FDI - J ` PROVIDE 1/2'AIR 5PAGE ALL 51DE5 10, I WITH TEE CLEARANCES FROM 10" CODE I 1 IT'-4' -E1 I 9'b' I 1 I I \- TYP.BEAM POCKET WRAP ENDS - urrPRflTALS A IWIGA ED r r"� = I I OF 6OR W/ALUMINUM AT = _ = MATERIALS I OCE LA INDICATED M AND IN TI THE I 1 r 1 T J I 11 11 I 9i I POCKET OR PROVIDE 1/2"AIR MANIFAGTURER5 INSTALLATION L L J SPADE ALL SIDES 4 4 4 TTzllGnoNs. 10' I 9'b.. ° 13'0" Ib'-8' _ 1 Q 114' 10" I I 2x12 OOR JOI T5 I ) I 1 I I 2 12 FLOOR JOISTS 1 2xI2 FLOOR JOISTS � 16'OL. 2x12 FLOOR JOISTS III I I o I6'OL. 1 4 J I 1 y� I I o 16'OL. I I o Ib'OL. ry L-_ ,T J I r 1 FDI L - IT WITH DAMPRo0FIN6 ON �1 1 II p IIIA '� L J IR 10" `P 'ca I 24k 12'Pt.FOOTING I AKE TO MEG1fIDE FRESH AEQUIP WH II O 15'-8" — I Q 5 13-7 � _ I ry � / \ \ / ° � I J CODE n_J 3}'PIA STEEL COLUMN r - - -I� r SEATDTA SFTAT 112 FLOOR Jot TSI I 2x12 0 1FLooR JOISTS III I I 1 ar 2x12®FLooR JOISTS I 4 - W �1 w 4 4'WIDE J015T ON 30k 30'x 12'IF PG I I \ I mw--(-)I'-I}' I o Ib'0, Y I III I 05E�HOT HATER aco 3}'DIA STEEL COLUMN SEAT.TA.SEAT FT&NDN) L I J (2)3}'XII '�VL FLUSH GDR L J (2)3}'XII�'LVL FLUSH GDR / \ i / z I I I d DUG TO BE LL� ' I I ON Sok 30k 12'DP PG I TED AS�PER LOCAL I ELtY=(-)r-I}• UNDER I�Ei NLN 1 ABOVE L= _ BEARING WALL ABOVE - - - - - �'� _J FT6(UDN) r �I I Ir v TYPICAL BASEMENT SLAB - - - -4 - - - - - 2'-0" jp" f q'-0" 14'-0" 15'-8' I II'-10"I I 10" - I4'Pt.SLAB(MIN.2500 P51 GONGJ flTr L DASHED LINE IND TE5 7 1 r , •DOb MIL.POLYETFA U9E VAPOR 4fl - ' 8" 5 FIRST FLOOR WALL PROVIDE - ❑ F.+y . 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FIRST FLOOR PLAN 2 GYPSUM BOItl�'-ANY GLA551FIED 5/8 IN.THICK,4 FT WIDE,APPLIED VERTICALLY AND NAILED TO 571105 AND BEARING PLATES T IN.OG WITH 60 GEMENT-COATEO NAILS,1-1/6 IN.LONG WITH V4 IN.DIAM HEAD. �+ 5.JOINTS AND N oMMADS-(NOT SHOWN)-WALLBOARD JOINTS COVERED WITH TAPE AND JOINT COMPOUND.NAIL HEAD5 COVERED = 3/16"=1'-0" LIVING AREA= 1,670 50. ET. 3/16"=1'-0" LIVIN6 AREA= 1,6261 50. ET. wITHJOINrcoMPOVaD. C 4.BAns MV BLANKETS,--MINERAL FIBER OR GLASS FIBER U5ULATIOM,3-5/8 IN.THICK,PRESSURE FIT TO FILL WALL CAVITIES ��T �� o GARAGE AREA= 442 50. I T. BETWEEN STUDS AND PLATES.MINERAL FIBER INSULATION TO BE UN✓FAGED AND TO HAVE A MIN DENSITY OF 3 PGF.GLASS FIBER E- F� >: GARAGE AREA= 486 50. 7. INSULATION TO BE FACED WITH ALUHINIM FOIL OR KRAFT PAPER AND TO HAVE A MIN DENSITY OF 0.9 PGF(MIN R-13 THERMAL z !-1 Co GOVERED PORGH AREA= 256 50. PT. COVERED PORCH AREA= 2&1 50. ET. IN5ULATIONRATING). w 5.WOOD STRUGIURAI-PANG-SWAM*-MIN 1/16 IN.THICK,4 FT WIDE WOOD STRUCTURAL PANELS,MIN 6RADE'C-D'OR'5HEATHRN6'. Q INSTALLED WITH LONG DIMENSION OF 9-EET(STRENGTH AXIS)OR FACE GRAIN OF PLYWOOD PARALLEL WITH OR PERPEPDIGMAR TO Z STUDS.VERTICAL JOINTS CENTERED ON STUDS.HORIZONTAL JOINTS BACKED WITH NOM 2 BY 4 IN.WOOD BLOGKIN6.ATTACHED TO (D O � STUD5 ON EXTERIOR 51DE OF WALL WITH 60 CEMENT COATED BOX NAILS 5PAGE0,6 IN.Or,AT PERIMETER OF PANELS AND 12 IN.OG ALO%INTERIOR STU75. b.EXTERIOR FAGINE15-INSTALLED IN ACCORDANCE WITH THE MANIFAGTURER5 INSTALLATION IN5TRUGTION5.ONE OF THE FOLLOWING EXTERIOR FA ING5 15 TO BE APPLIED OVER THE 5HEATHIN6: p �/T E EQ q\ G.WOOD STRUCTURAL PANEL OR LAP 5AIM6-APA RATED SIDING,EXTERIOR,PLVNDOD,055 OR COW051TE PANELS WITH VENEER U RC ERTCS FACES AND 5TFWnRAL WOOD CORE,PER P51 OR APA STANDARD PRP-108,INGL.UDI%TEXTURED,ROUGH SAWN,MEDIUM DENSITY :n._. Y BRUSHED,6ROOVEO AND LAP 510IN6. Q «};f �G � ` 2020 NY5RG-83122.1 - '� m C� IN DWELLI%UNITS,WHERE THE TOP OF THE SILL OF AN OPERABLE WINDOW OPENING 15 NOTE. WOOD 5PEGIFIED IN UL'RATED DE516%ARE MINIMUM 51ZE5.LAiR6ER DIMENSIONAL LLI +: ` Z � LOCATED LE55 THAN 24'ABOVE THE FINISHED FLOOR AND 6RFATER THAN 12"ABOVE THE FINISHED GRADE OR OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING,THE STUDS CAN BE 5UB5TITUTED. OPERABLE WINDOW SHALL ALLOWOMPILY WITH CH of THE R SPHERE T NOTE: UL#356 15 IN GOMPLIANGE WITH FRE - AN51NL 63 A5 PERI W2 °A=; f OPENINEfi THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE TO PA55 THROUGH THE MULTIPLE LVL GIRDER GONNEGTION5: OPENING IN ITS LAR6E5r oPEtTHAED COMPLY POSITION. � 'FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F 2090 0�3 FOR ALL MULTIPLE LVL 611<DERS,LAG BOLT (INE WINDOW oPENIM6 CONTROL DEVICE AFTER OPERATION TO RELEASE THE CONTROL e „ II DEVICE ALLOWING THE NnNVow TO FULLY OPEN,SHALL NOT 800116E THE NET CLEAR ONE HOUR RATED EXTERIOR 1 of -.. TOGETHER W/ 1/2 BOLT5 ® 2'-0" O.G.,2 MIN, FW�(O OPENINkS AREA OF THE WINDOW UNIT TO LESS THAN 5.1 SQUIRE FEET. FROM TOP 4 BOTTOM, 4 MIN. 4" FROM ENDS WALL RESISTIVE ASSEMBLY - JOB NUMBER . NTS. A- 3- 2016023 2020 NY5EC6G 5EGTION R 4033: 2020 NY5RC-62421.8(503.8) w GENERAL GONTRAGTOR5 AND 5UBGONTRAGTOR5 TO VENTING 5Y5TEM TERMINATION LOCATION: NOTE: ,EXHAusr FAN: -SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE INSULATED TO A MIN.R-8 2020 NYSEGGG SECTION R 402412: SHEET NUMBER REVIEW THESE GONSTRUGTION DOCUMENTS UPON RECEIPT THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN INPUT UNITS 115 (MODEL A & DUET CLUSTER NOTE'V": PROVIDE 5PRAY NATE; NOTE "5": HD= HOLD DOWN 5o CFM INTERMITTENT oR FROM ARCHITECT AND REPORT ANY AND ALL AND DUCTS OUTSIDE THE THERMAL ENVELOP 51HOULD BE MIN.R-6. AN APPROVED HERS RATER TO OF 10,000 BTU PER HOUR(3YW OR LE55 5HALL BE LOCATED AT LEAST = STAIR MANUFAGTURER TO DE516N 5TAIR5 TO ® 20 CFM CONTINU0.5 -SEALING 15 MANDATORY FOR DUCTS,AIR HANDLER5,AND FILTER 130X05. PERFORM AIR INFILTRATION,DUCT 6•FROM ANY AIR OPENING INTO A BUILDIN6,AND%UGH AN APPLIANCE WITH t ALL DRYERS TO BE VENTED FOAM INSULATION IN D15GREPANGIE5 INCLUDING ANY DIMENSIONAL GONFLICT5, ALL WINDOWS SHALL BE -JOINTS,50155,AND GONNEGTIONS SHALL GOMII'LY WITH SECTION M-1601.4 LEAKAGE AND COMBUSTION SAFETY HOUR 94 OVER 10,000 BTu PER HOUR eur NOT TE-R 5°,000 CLE PER 116 (MODEL Al ) FIRST FLOOR PLAN Z TO ourslDE AIR PER covE GARAGE CEILING ® ANDERSEN 200 SERIES MEET ALL APPLICABLE GORES AND TO IMMEDIATELY To ARGHITEGT FOR CORRECTIVE HOUR 5HPJ1 BE INSTALLED WITH A 9 INCH VENT TERMINATION CLEARANCE, ALL WASHER TO BE OF THE 2015 IRC. TESTING AND PROVIDE A V�ZITTEN REPORT ANY DISGREPIOR TO AND GONFUGTS GO2 -DUGT5 SHALL 13E PRE55URED TESTED TO DETERMINE AIR LEAKAGE 13Y REPORT OF THE RESULTS PROVIDED WITH DRAIN PANS LOCATION OF ® CARBON MONOXIDE MEASURES PRIOR TO GONSTRUGTION.DO NOT SCALE AND AN APPLIANCE WITH AN INPUT OVER 50,000 BN PER HOUR SHALL HAVE TO THE ARGHITEGT PRIOR TO STAIR FABRICATION. -TEND DETECTOR DRAWINGS.DIMEN51ON5 SHALL 13E CALGULATED AND AT LEAST I A INCH VENT TERMINATION ALL BE E.THE BOTTOM T 1 THE W BEDROOM ABOVE GLAZING NEPER SCALED UNLESS OTHERWISE NOTED. 8000E-IN TEST AND A WRITTEN REPORT OF THIS RESULTS SHALL BE SIGNED VENT TERMINAL AND THE AIR INTAKE SHALL BE LOCATED AT LEAST 12' �p SMOKE DETECTOR 13Y THE PARTY GONDUGTING THE TEST AND PROVIDED TO THE CODE OFFIGIAL. ABOVE 6RAVE. w COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED � ^ 1 H W Z W E U A G a B O '�"'r AI-b AI-b A-b A-b ❑ V 52'-2" O L (n U 52'-2" c .1„• Z m U) u> O xx ° r) U Q o C? Lr)_ � N00 II'-0'PL.HT. 7 ce)2 d — — — — — — — — — — — — — I HOUR RATED EXTERIOR 1 i A55E BEARIMBLY-55EE DETAIL: i I I II'-0'PL.HT. 1 0 1 �pJ- - - - - - - - - - Q�❑� O _ I - I II 0 II'-0'PL Hr. 11 1 I I I Z) 1 1 !85 DH AAI II I I II Z III III _� � II fl IK' I(W.xb" 0 11 1 1 11 ALIGN FASCIAS II'-0'PL HT U 1 I II f— � II I I II o II II a'-0'PL.HT. - - - - - - - l�f I I I Lr) 1 �L= - f - �= = Z �J 4" 1 1 1 1 ❑ 1 I ry 9'-0'CEILING 1 I u I W BEDROOM #3 � 1 1 1 oH. ��-ro�-I I � 1 �- - - - � I 1 i J 11 l 4" 5'4" b' _b. I I 1 11 11 1 1 I I I I - - - - - - - - - -� ,,-0.. xl I I I I � 11 11 I - - - - - - - � oH. 1 1 I I I I I 10 1 ~ Z;, i 11 _ 1 � _ � I 1 1 1 b�1 L_ _IJ 4 �- GL 4 I I� / II l a 1 1 I 1 I 1 I I w a w • I I I •HIGH I I I 1 F- -z 1 1 I I RAILING I I I / 1 I I I co C� _ _ V II \ \ I i I I 1 L ON 14R 9 OFT \ ; 1 II'-0'PL.HT. \ J� � p •� / Z3 1 / IlL/J 1FATH �� - 111 �� - - - - - - - - - - - - - - - - - - - - - - 1 I 11GREAT 3'-8" `�' b" Q I — — — J 1 1 1 / I I 14'-0" `r / I ( I 1 1 UPPER - - - '^ 1 —1 I I (nROOM LOW / - J I I " /. / I I- a LOFT �, - - - �J 11 z LAY' v I I 1 / a� ON ISR o U j� II . - J I I b n i ✓l 1 3'-1" 6 5'5" / 4'-I' 5'-II" 4' 36'HIGH / — — - �=� — — — J 1 1 INTBR6PRTN/ ��— - - - - - - - - - - � 1 I / �v RAILING / �- - - - - - - - - - -1 r ❑ I f�0❑ I11 / \\ - - - - - - - - - - - - - / - - - -111 1 U O II'-0'PL.HT. I 4-1 I 4'-b" b" II'0" I 2'b" 4" 9'4" 1 1 0 / 7" \ I l—� 3'_b' // 111 ❑ 1 I - b.. 4"El� p ' / 111 1 I 11 1 1 I - 5'-0' 4'-a" 1111� CONTI 1 1 1 I I ROOF BREAK® © 1 1 � 4 ® 5Y45c 14'LVL 61RDER J 1 CLERESTORY WALL 1 — — — — — —— — — — I 1 1 CEI 1% I I 11 11 22"X 30'ATTIG \ Q ~r-0•PL Hr I o I I B ROOF BREAKII B (3)ao4o DH 1 I I I 1 1 1 ACCESS HATCH I 1 1 1 1 1 AI b GLERE5TORYIrtALL AI{, o I7'-10"HD Hrco 6 7 C6 ( 1 11 1 ® 1 ( 1 1 I I III fI - - - - - - -� JL- J I 1 i1 li I CL. 6/�LE N N M 00 N �1 - - - - - - - - - - - I 1 I KALE II - - - 11 - - - 11 11 111 b' 10'b' ' b" 5-," 11 I I I I I I II I I II 11 11 11 I BED OOH #2 I I 0 0 0 0 0 0 I c I -Ia- 2-C I A b I T-V FL HT-1" I I I T'-e•PL HITI a-b w � w � 11I I I 11 wj* L 41 1 Loa Soso o 8'-0'HD HT Z Fri ALI � U CD rl'-4" 12'-0' 12'-2' 12-8" 5'-T' II'-0" 3T'-T' 0 m Ir Ir j O 0 w 6i 54'-2" 54'-2' O = Q Z v o (D A G A 8 � Q AI-b AI-b A-b A b w ❑ v O = UNIT 116 UNIT 115 v wco MODEL Al (HOLLY) MODEL A (LAUREL) Z zCA 6i-j 0 o o N SECOND FLOOR PLAN SECOND FLOOR PLAN w 3/16"=V-0" 3/16 -1 0 U ��CiG\SROBER �\ LIVING AREA= 32q 50. FT. LIVING AREA= 310 50. FT. � ti� TOTAL LIVING AREA TOTAL LIVING AREA m SEE ROOF PIAN FOR ALL 5TTURAL FRM11N6 INFORMATION l,9 9 9 SQ. FT. 19999 S Q. FT. RUC ",off j t ❑ X3810 ©_ I HOUR RATED EXTERIOR BEARING WALL A55EM13LY- SEE DETAIL: e JOB NUMBER NOTE: 2020 NY5RG-12312.2.1 w2016023 ENGINEERED J015T EF =EWLST FAN: GENERAL CONTRACTORS AND SUBGONIRAGTORS TO OPE CARBON MONOXIDE ALARM IN NEW IN DWELLING UNITS,WHERE THE TOP OF THE 5ILLTER THAN AN 2'AB VE WINDOW OPENING IS LOCATED LE55 THAN UNITS 115 (MODEL A) DUET CLUSTER SHALL NOT BE GUT, NOTE "5^: HD= HOLD DOWN 50 CFM INTERMITTENT OR REVIEW THE5E CON5TRUGTION DOGUMENT5 UPON RECEIPT TO AND TNG)FAMILY D IN6 UN65, 13ELO ON�FE INNS �6��THA�Rf WA OH%IAINII MFLY TH� AGE NOTCHED AND HOLES NOTE: MULTIPLE LVL GIRDER GONNEGTION5: ® 20 CFM GONTINu0U5 FROM ARCHITECT AND REPORT ANY AND ALL TOWNHO-2 OULD DI6(r1o6 UNITS IN Q SHEET NUMBER ALL WINDOW5 SHALL BE TAIR MAMIFACTURER TO DE51ON 5TAIR5 TO FOR ALL MULTIPLE LVL 61RDER5, LAG BOLT CROUP Ra BIUILDIN O FERE oS a FOLLOWIN6� DISGREPANGIES INGLI�ING ANY DIMENSIONAL CONFLICTS, 'OPENINGS THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE TO PA55 THROII6H THE OPENING IN ITS FET ALL APPLICABLE GODE5 AND TO IN TIE I1 WII UNITS OFFERED FOR SALE' BORED UNLESS TOGETHER W/ I/2" BOLTS® 2'-0" OL.,2" MIN, Got IMMEDIATLEY TO ARCHITECT FOR GORREGTIVE IN THE IMhEDIIATE VICINITY OF I-P'R6E5T OPENED PO<'rnoN. Z ANDERSEN 200 SERIES ® CARBON MONOXIDE 4 FALL PREVENTION DEVICES THAT COMPLY WITH A5TM F 2090 116 (MODEL Al ) SECOND FLOOR PLAN 0 5PEGIFIED BY THE REPORT ANY 015GREPENGIE5 AND CONFLICTS p=TEMPERED FROM TOP $ BOTTOM, $ MIN. 4" FROM EN05 DETECTOR MEA5URE5 PRIOR TO CONSTRUCTION.DO NOT 5GALE BEDRooHS,Gxa THE 3EPROO FLooR (HE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO RELEA5E THE CONTROL DEVICE ALLOWING MANUF,AGTURER PER TO THE ARCHITECT PRIOR TO STAIR FABRICATION. 6LAZING DRAWINGS.DIMENSIONS SHALL BE CALCULATED AND LEVEL CWAININS BEDROOMS• THE WINPOW TO FUlY OPEN,SHALL NOT REIWE THE NET CLEAR OPENING AREA OF THE WINDOW UNIT TO W CODE SMOKE DETECTOR NEVER 5GALED UNLE55 OTFERWI5E NOTED. LE%THAN 5i SQUARE FEET. ❑ COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED H- V/ Z C ' W 1�1 E O 4--d z U �- 4—, :3 u) ti •� U rCN m n 1.4 > U) Z — Z U -o•7 c A G A B Q w c c*i AIb AIb Ab Ab U/ � w (oo ❑ N� M LL (Mp 19'-b"HIP WIDTH I6'-2'FASCIA WIDTH 19'-0'6ABLE WIDTH Vr n a II'-0'PL.HT. 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R D 1 I INSTALL ICE 4WATER 5HELDPER N � � I 1 :� ".i::,i>::` MAN1FAgURER5 5PE05.TO ROOF FRAMING I 1 \ 1 .. .� M .::, ., MAINTAIN PRODUCT WARRM". / I CARRY D"FRONT OF FASCIA, C / _ — — 2X12 R106E BM W/VENT III _ �— I2— 2x1 RR® Ib oG. _ ff �j _J MIN 4'TYPICAL 1 \ — — F — Q �� I I ( r -1 N 2 ++ 0.40 ALUMI"DRIP EDSE CAP ► �� I 1 I v -� ",^:' CENTER 30'x30' � I �° I I I I€— U � C = Tom- r — _ IFIL — RIDGES ALIGN tiA o / I II'-0"PL.HT. I I p1 a RIS "-� �, 1 leo C,ALV.C*WTORs _ II I I y ` 2x10' ® Ib OG. 11 AE EA04 5OFFIT BEAM — I� I C - __-Z I - - - - - -� K A - - - - - - - - - - - L I - � � - - � cl I SII I cn 2X12 RIDGE BM W VENT 2x10'RR 0 Ib Or- tI (3)2X4 P05T TO VOER51DE OF 1 II'-0'PL HT z 19'-0'PL HT I I - I HIP GIRDER.CARRY POST DOWN I ABV IST FLR W y I ABV 1ST FLR I I I I I L— ® I ILn `� _I — I 1 I �- — — —� I 12 I I 111 RIDGES T — — TO 5}X16'LVL GIRDER BELOW —_— J- - - - - `f� :=1 — - - - — o 6. I I "-� - - - � I I1 Q� j � o \ I I APPLY ICE/HATER SHIBJ7 M 0 — — I I :::: FAIRKAMEt 11 r:�� .:::.:.s:;;.l OH. I I « iV OH. �� - - - - J _ _ - - - - - - - - - - - - - I � - - - - - - - - - II ,�+� I ;::.:. III- ,., :. ---I- - - � mm � - - - �I WEN THE AIR,ROOF DECK AND .. :......:.s� :c.::::o-s:;..::.::,-. .. � _ 1 - I h8-IBR,W ARE AT «; I I — -1 (2�2'X10'PT GIRDER L I I `ry, ...... — — F — — O TEMPERATIRES OF 40•F(5"C)OR 2 RR.. — - I >'i: :':: >:??::.:,, �Q — M» 4 — _ wry P TREATED SOFFIT 0 16 — I T-2' PL.HT. ° ° , Pyv FRAMIt 1 - I I - € I 1 I I - ..:.. --� IF _ _ J "� AL16N 2X12 � I h .;'; R106E OVER DEN FASCIA BOARD BOARD SOFFIT 1 '� 1 1 I I I I t., r �:: -''.:. 1:..:;....;',..,.. .::':.':'::;: QQy::.>;:..;..;:.:::.. 1 I WALL BELOWAZEK II ' V�OR� _ Vffn SOFFIT 1 t S (2)2 X10 PT 61RDER I ] - - -� N I ROOF BRFAK I 1 I 1 I ROOF BREAK I ❑� _ _ _ _ — I .., I h— 2x1o''RR as ib O ...... 2x10"RR a Ib OG. N — — _ _ - 12 -�— OH. DETAIL I N 12 2 II w r co 1 1 ( I! 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I - - - - - - - - L = _ _ _ --� 1 - -- - - - - - - - - 0 ® O 2x10'RR 0 1 Q I1`DIA LA6 BOLT5- I 1 I 1'O" MIN(6)PER CONNECTION OF 4 g a --D I / OH. 0 ROOF RAFTER t GEIL JOIST - G c� II'-9'PL HT �n f 1 II'-0'PL Hr ABV IST FLR 0 (TOP a BOTTOM) 4 A b I i I ABV 15T FLR A$ 9'(R-30)BATT5 ABV 15T FLR o u'-o'PLHr L - - - - %-- - - � - - - J - - - - - - - - �� E�—= — � H2-5A 51HP50N OW ECTOR5 0 EA ROOF RAFTER q� Z Q'(12-30)BAITS -o W CD 9'(R�0)BATTS+b'(R-IW- A G I A B BATTS=COMBINED INSULATION AI$ AI b _J ALI A b A-b O m VALUE OF(R-44A) ; w GYP BOARD ON a WALLS a CEILING W U 0 TYP 51DIN6 OVER Z GREAT ROOM TYVEK BUILDING WRAP O o �•°�� °°°S�ATHIN6 UNIT 116 UNIT 115 2'x b'EXTERIOR WALLS IN Q O b'(R-21)BATT INSULATION W I I SIDE VIEW MODEL Al ( MODEL A (LAUREL) w � SOFFIT BELOW H2-5A SIMPSON CONNECTORS 0 H EAR�RAFTER ROOF PLAN ROOF PLAN c5 m 3/16"=1'-0" 3/16"=1'-0" z w z Q 9 � o G 'C O .R .. p �� Ft0 R p G'y/ EKIERIOR WALLS w U BATT INSULATION DIA LPu6 BOLTS- MIN(b)PER CONNECTION OF ROOF RAFTER a GEIL J015T �f (TOP a BOTTOM) U 2k 12'GEIL J015T5— 0 I6'OG O/` 028810 `� Q 2'x 10'ROOF RAFTER ° �� / i t 0 16,OG JOB NUMBER PLAN VIEW 2016023 W 6UTTER5 d LEADERS ALL 6UTTER5 d LEADER5 5HALL BE BAKED HHITE ALUMINUM .032" UNITS 115 (MODEL A 8� DUET CLUSTER Q SHEET NUMBER MIN.GAUGE,6UTTER5 SHALL BE 5"5EAMLE55,0.6.5TYLE ICU ALL INSTALL ICE AND HATER SHIELD PER ) DETAIL OF ROOF ROOF RAFTERS TO AREA OF ONE OTH 2 RELATED 3 REQUIRED AGGE550RIE5. LEADERS SHALL BE MIN. MANUl=AG1URE'S SPEGIFIGATIONS TO ESUILr ovER ANOTHET2 z 2"0",.027 GAUGE H/CLIPS f ANGHOR5. GAULK 4 5EAL ALL MAINTAIN PRODUCT WARRANTY ROOF PLAN HIGH CEILING JOIST CONNECTION JOINT5. PITGH 6UTTER5 MIN. 1/b"/FT.PROVIDE P.V.G.REGEPTORS 116 (MODEL Al ) A 5 NTS. A- 5 b" ABOVE 6RADE TO RECEIVE LEADERS(GL05ED GAP DE516N). W 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED