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Home My WebLink About46875-Z {�SUFfoc`�. ao�o C'pG�� Town of Southold 10/20/2022 ' P.O.Box 1179 y z 53095 Main Rd o r Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43 517 Date: 10/20/2022 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 1080 Akerly Pond Ln, Southold Southold SCTM#: 473889 Sec/Block/Lot: 69.-3-10.9 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 7/28/2021 pursuant to which Building Permit No. 46875 dated 9/24/2021 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single-family dwelling with unfinished basement, covered front porch,rear covered porch,rear covered patio with fireplace and attached garage with storage above as applied for. The certificate is issued to Sorell,Peter&Kristin of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-21-0200 10/20/2022 ELECTRICAL CERTIFICATE NO. 46875 10/7/2022 PLUMBERS CERTIFICATION DATED 10/7/2022 orge Be r. u o ze Signature �SUffallr . TOWN OF SOUTHOLD �o may BUILDING DEPARTMENT 0 co TOWN CLERK'S OFFICE o . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 46875 Date: 9/24/2021 Permission is hereby granted to: Flower Hill Bldg Corp PO BOX 54 Syosset, NY 11791 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 1970 Akerly Pond Ln., Southold SCTM #473889 Sec/Block/Lot# 69.-3-10.2 142,E Pursuant to application dated 7/28/2021 and approved by the Building Inspector. To expire on 3/26/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $3,345.60 CO-NEW DWELLING $50.00 Total: $3,395.60 Building nspector �o�suFEo�,�ooTOWN OF SOUTHOLD my� BUILDING DEPARTMENT 0 TOWN CLERK'S OFFICE SOUTHOLD, NY 0 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#: 47444 Date: 2/10/2022 Permission is hereby granted to: Sorell, Peter 123 Pinehill Rd Port Jefferson, NY 11777 To: 300A underground electric service. _ At premises located at: ` r 1080 Akerly Pond Ln., Southold V o — act dl—el -7� SCTM #473889 Sec/Block/Lot# 69.-3-10.9 Pursuant to application dated 2/10/2022 and approved by the Building Inspector. To expire on 8/12/2023. Fees: ELECTRIC $85.00 Total: $85.00 Building Inspector pF SOUryol 0 Town Nall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.devline-town.southold.ny.us Southold,NY 11971-0959 ly�4UN1`1,0c� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Peter Sorell Address: 1080 Akerly Pond Ln city:Southold st: NY zip: 11971 Building Permit#: 46875 Section: 69 Block: 3 Lot: 10.9 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: RJ Corazzini Electric License No: 33419ME SITE DETAILS Office Use Only Residential X Indoor X BasementX Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 58 Ceiling Fixtures 24 Bath Exhaust Fan 4 Service 3 ph Hot Water Gas GFCI Recpt 10 Wall Fixtures 14 Smoke Detectors 5 Main Panel 150x2 A/C Condenser 2 Single Recpt Recessed Fixtures 51 CO2 Detectors Sub Panel 100 A/C Blower 2 Range Recpt Gas Ceiling Fan Combo Smoke/CO 5 Transformer UC Lights Dryer Recpt G8S Emergency Fixtures Time Clocks Disconnect Switches 4Q 4'LED Exit Fixtures 11 Pump Other Equipment: Hood, Oven, DW, Micro, Fridge, Mini Fridge, W/D, Gas FP 2, Central Vac, Steam Shower 60A, 150A Panel x2 30 Circuits, Sub Panel 100A 24 Circuit Notes: New Two Story Inspector Signature: r Date: October 7, 2022 S.Devlin-Cert Electrical Compliance Form Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 e. Southold,NY 11971-0959Q. �. BUILDING DEPARTMENT E r' TOWN OF SOUTHOLD OCT 0 7 2022 TOV' `� ` I CERTIFICATION lI i Date: Building Permit No. Lk Owner: X1r 1 I:2 `0jZ Vt L (Please print) ! Plumber: 6cor-4c- �)',.Rewe, (Please print) I certify that the solder used in the water supply system contains less than 2110 of 1% lead. I 64 (Pluro6ers Signature) Sworn to before me this J day ofd e 9 VI.CKI'ti BERRY.State of Ne , C� Notary Public BE6070081�+York Notary Public, 4a�"unty qualified in Suffolk Cqu Commission Expires , SO//lyo - # TOWN OF SOUTHOLD BUILDING DEPT. o`��ouMv 765-1802 INSPECTION [4/FOUNDATION 1 ST [ ] ROUGH PLEIG. [ ] FOUNDATION.2ND = [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING ( ] FINAL [ ]. FIREPLACE &-CHIMNEY [ ] FIRE SAFETY INSPECTION [ ]. FIRE RESISTANT CONSTRUCTION [ } FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] . ELECTRICAL (FINAL) [ ] CODE VIOLATION [ -I PRE C/O REMARKS: _ T�"�'Pjlk 4jo�D D PA- DATE INSPECTOR AAPVF�_A ,Y v �o�a�F SOGI�,OIo # TOWN OF SOUTHOLD. BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PL13G. [ )],JPr(OUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING 'TRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY,INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 1�6) wic DATE I INSPECTOR aq Sopl�O # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION - - FOUNDATION1ST B [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ �RAMING /STRAPPING [ ] FINAL [ ] _ FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE-RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: lh 0 DATE4eg�� I`NSPECTOR pF SO(/lyo� L4 &S /.5� to eo f # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm,��' 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ]'CODE VIOLATION [ ] PRE C/O REMARKS: n ot t r e� Q orMr 9 v Com' 's mak Tr4 Xcof r Tran k o&S-S\fj_�c C68 0 rovvu roe 1.t w 4ef �)Lo wl�,, i v a DATE Z 2 2 INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH G. [ ] FOUNDATION 2ND [ ] I LATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION / [ ] PRE C/O [ ] RENTAL R ARKS: L dl6 :-40 6Afl / lA � Q - �Qinr� � — C,vb `•S ovoor- t 01 q/-(v qN\ L4 'l tAb 1D ,� � w � r DATE INSPECTOR souryolo A4,,&-&-75- o e-o A-e'kw/ y -tp"4" # # TOWN'OF SOUTHOLD BUILDING DEPT. i'oorm, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION /[ '] PRE C/O [ ] RENTAL c REMARKS: f�- 3A i77 DATE QI' 'L 2v INSPECTOR JAMES J. DEERKOSKI P.E. 260Deer Drive Mattituck,NY 11952 (631) 774 7355 Date: May 13,2022 ® � To: Southold Town Building Dept. JUL 2 6 2022 Re: Insulation Inspection TO'�/N OF�SOU7t1~jOl_p Permit#46875 Sorell 1080 Ackerly Pond La. Southold,NY To Whom It May Concern: This letter certifies that a Insulation inspection was performed on the above mentioned Addition and All Insulation was installed as per plans and meet all State and Local Building Codes. Any questions feel free to call. Sincerely, James J Deerkoski P.E. 0� NEW y p E E co r o ' - W CA CS pROFESSN®�� JAMES J. DEERKOSKI P.E. 260Deer Drive ® P Mattituck,NY 11952 (631) 774 7355 JUL 2 ZQZ? Date: May 1, 2022 AWN OF SOUTW(jL Ga To: Southold Town Building Dept. Re: Plumbing Inspection Permit#46875 Sorell - 1080 Ackerly Pond La. Southold,NY To Whom It May Concern: This letter certifies that a Plumbing inspection was performed on the above mentioned Addition and All Plumbing was installed as per plans and meet all State and Local Building Codes. Also all plumbing line re pressure tested. Any questions feel free to call. inc rely, o'F NEW Jame eerkoski P.E. M, A ),FESSm P .T. y� mph, i V j 0 o �C fD o a. Z W Cl -40 N mz i • CP •. O t X �P 00 0 O G S O d Z � V w � W � � O y � O � let I= 0 og so A i m � V � 01 77 D i y 3 � V m v �voo�vKg o �cm��co�v H ' c Jmo--1' 3 v 9 l j% f So g m O F- v i m H �d < tDm 2 � n J cvo ao 3 m3 w u scaf c QID s » p 3 5 $ ; m d mo O O F C p Q �g 0 &Avow� S oa J n o g ' Z o • 3 ma o ngg m L! J m 3 a 1v C, cf, a 4&AC v ,y r'm A p Cy��m .J ac y �y ya y _ .. 1 s IL ti ' AMMEL 1 MA T . . f • i 7 i n v an (�p Li BACK WASERµEAtERS • .ww.rawc+� ,r! S o. R{• �1 ,. j P i b'��S � � r' � r--- 1 �. . ,� __ __ ..__._.._ V � � _ .__ � ' , r �� -- f 3 r ___ ��___ --__._.� _ , _ f _ r - ' � t'" -'� �' } �yi; � ':,, ---- i 44 w + i• .r7 �Y .� �"f t f �r�_ r+' � i. ! •1, •� � AM or Retrotec rCloud Quality surance Report Resnet 380 Si gle oint Blower Door Test -49 PASS Your Res t: 1.74 H50* (765.52 CFM50*60/26400 ft3) Target < ACH t r Test Information Test Name 1080 Akerly pond lane southold Test Date 2022-09-19 09:02 AM (UTC-4) Export id ZZY7HHCK P LI B1 Company Name Star mechanical Technician Name Rey Villegas Technician Email reyhvac1989@gmail.com Building Information Address 1080 Ackerly Pond Ln City Southold State NY Zip/postal Code 11971 Country United States Year Constructed 2022 Elevation 220 ft Address Verified? Yes Building Latitude, Longitude 41.056879,-72.438807 GPS validation Latitude/Longitude:41,057754.-72,440382@ Accuracy 76 ft Estimated Distance From Address 405 ft Test Equipment Fan Model Retrotec 5000 Fan Serial Number 5fn10w455 Pressure Gauge Model Retrotec DM32 10A Gauge Serial Number 410076 ( OCT 0 7 2022 1 Environmental Conditions Pre-test Indoor Temperature 74°F Tov< ,, u;- Pre-test ;Pre-test Outdoor Temperature 71 OF Wind Speed Unknown Average Barometric Pressure 101.325 kPa Test Dimensions Conditioned Floor Area 3300 ft2 Volume 26400 ft3 1 Retrotec rCloud Test Results Summary Test Type Resnet 380 Single Point Blower Door Test Time Averaging 10 seconds Air Changes Per Hour 1.740 Induced House Pressure -47.38 Pa Corrected Flow 695.93 CFM @ 50 Pa Adjusted Flow 765.52 CFM @ 50 Pa Intercept 54.731 Slope 0.650 Test Results Test Data Set 1 Flow Direction Depressurize Gauge Location Inside Test fan location Front door Average baseline -0.52 Pa Depressurize Results Air changes at 50 Pa, n5o 1.5817 /hr Air leakage rate at 50 Pa, q50 695.93 CFM Effective leakage area at 4 Pa, EfLA 4 38 int Specific effective leakage area (floor)at.4 Pa, ELAF4 0.0116 int/W Normalized leakage area at 4 Pa, NLA a 0.0153 Baseline Pressure, Initial Pa -1.8 -1.6 -1.7 -1.5 -0.9 -0.5 0.1 0.5 1 1.2 Average baseline, initial A P o1 -0.52 AP ol- -1.33 A P o1+ 0.7 Baseline Duration 13 seconds Building pressure (Pa) -47.9 Induced pressure (Pa) -47.38 Fan Pressure[5000-1341 (Pa) 115.96 Total flow qr(CFM) 674 Measured flow qm(CFM) 678.99 Total flow through envelope,gen,(CFM) 675.18 Error 0.0% Correlation 1.0000 Confidence Limit 95% Intercept, Cenv 54.990 54.990 54.990 Intercept, CL 54.731 54.731 54.731 Slope, n 0.650 0.650 0.650 2 Retrotec rCloud Compliance Verification 3.2.1. Fenestration. Exterior doors and windows are closed and latched. Confirmed 3.2.2.Attached garages. If blower door is installed between the house and the garage, in Confirmed which case the garage shall be opened to outside by opening at least one exterior garage door. 3.2.3. Crawlspace vents and hatches N/A 3.2.4.Attic doors and hatches Closed 3.2.5. Basement doors Closed 3.2.6. Interior doors.All doors between rooms inside the Conditioned Space Volume are Confirmed opened. 3.2.7. Chimney dampers and combustion-air inlets on solid fuel appliances are closed. Confirmed 3.2.8. Combustion appliance flue gas vents are left in their as-found position. Confirmed 3.2.9. Fans Turned Off-Any fan or appliance capable of inducing airflow across the Confirmed building enclosure are turned off including, but not limited to,clothes dryers,attic fans, kitchen and bathroom exhaust fans,air handlers,ventilation fans used in a whole-house mechanical ventilation system (example a system intended to meet ASHRAE Standard 62.2),and crawlspace and attic ventilation fans.This requirement to turn fans off includes accessible fans in adjacent attached dwelling units. 3.2.10.1. Non-motorized dampers (example pressure-activated operable dampers and Confirmed fixed dampers),that connect the Conditioned Space Volume to the exterior or to Unconditioned Space Volumes shall be left in their as-found positions. (example, a fixed damper in a duct supplying outdoor air for an intermittent ventilation system that utilizes the HVAC fan shall be left in its as-foundposition). 3.2.10.2. Motorized dampers that connect the conditioned space volume to the exterior Confirmed or to unconditioned spaces shall be placed in their closed positions and shall not be further sealed. 3.2.11.1. Non-dampered ventilation openings of intermittently operating local exhaust Confirmed ventilation systems(example bath fan and kitchen range fan), that connect the Conditioned Space Volume to the exterior or to Unconditioned Space Volume shall be left open. 3.2.11.2. Non-dampered ventilation openings of intermittently operating whole-house Confirmed ventilation systems, including HVAC fan-integrated outdoor air inlets,that connect the Conditioned Space Volume to the exterior or to Unconditioned Space Volume shall not be sealed. 3.2.11.3. Non-dampered ventilation openings of continuously operating local exhaust Confirmed ventilation systems, (example bathroom or kitchen exhaust), that connect the Conditioned Space Volume to the exterior or to Unconditioned Space Volume shall be sealed,preferably at the exterior of the enclosure. 3.2.11.4. Non-dampered ventilation openings of continuously operating whole-house Confirmed ventilation systems that connect the Conditioned Space Volume to the exterior or to Unconditioned Space Volume shall be sealed at the exterior of the enclosure where conditions allow. 3.2.11.5.All other Non-dampered intentional openings between Conditioned Space Confirmed Volume and the exterior or Unconditioned Space Volume shall be left open, (Informative Note: For example undampered combustion air or make-up air openings shall be left in their open position). 3.2.12.Whole-building fan louvers and shutters shall be closed. In addition, if there is a Confirmed seasonal cover present, it shall be installed. 3.2.13.The opening to the exterior of evaporative coolers shall be placed in its off Confirmed position. In addition, if there is a seasonal cover present, it shall be installed. 3.2.14.Operable window trickle-vents and through-the-wall vents shall be closed. Confirmed 3.2.15. Supply registers and return grilles are left in their as-found position and left Confirmed uncovered. 3.2.16. Plumbing drains with empty -traps shall be sealed or filled with water. Confirmed 3.2.17.Vented combustion appliances shall remain off or in "pilot only"mode for the Confirmed duration of the test. 3 Retrotec rCloud 3.5.1.Are the results of the test to be used for conducting a home energy rating or Yes assessing compliance with a building enclosure leakage limit?(For example,defined by code or by an energy efficiency program.) 4 Retrotec rCloud Test Notes No notes entered. Flow Equation Parameters - Factory Default Fan Model Retrotec 5000 Fan Serial Number 5fn10w455 Flow equation parameters -B1 Units Used For Flow Parameters in Equation CFM Fan pressure(FP) is the measured fan pressure when using a self-referenced fan or when the room pressure is negative. If using a fan which is not self-referenced,and the room pressure is positive,fan pressure is calculated by subtracting the measured room pressure from the absolute value of the fan pressure. If PrA is greater than 0 or fan is self-referencing: FP= jPrBI-PrA If PrA is less than 0 or fan is self-referencing: FP=PrB Flow calculations are not valid if.fan pressure is less than either MF or(K2 x IRPI) FP=fan pressure,RP=room pressure Range N K K1 K2 K3 K4 MF Open 0.4980 548.0000 0.0000 0.3000 0.0000 1 10 A 0.5020 287.0000 0.0000 0.4000 0.0000 1 20 B8 0.5400 113.2500 0.0000 0.7000 0.0000 1 40 flow= FP-RPXK1 nX K+ K3xFP xK4 Range A B C D F G K2 MF B4 0.0000079426 -0.00864000 4.9000 206.00 -0.19 29 0.8000 40 B2 0.0000008800 -0.00290000 2.1500 90.00 0.10 30 1.0000 50 131 0.0000005000 -0.00128000 1.0200 54.00 0.00 30 1.0000 60 B74 0.0000007960 -0.00095010 0.5900 18.00 0.15 25 0.8000 35 B47 0.0000002690 -0.00035905 0.2435 12.05 0.09 25 1.0000 50 B29 0.0000001110 -0.00014900 0.0920 4.40 -0.02 25 0.6000 50 flow= AxFP3 + (BxFP2)+ CxFP)+D+ G-RP xF 5 ® E C 1Vl OCT 0 7 2022 E�iIILDI�'�'[AFP l: T0Wi;U JAS-MAR Construction - Sorell HVAC Load Calculations for JAS-MAR Construction -Sorell Ackerly Pond Road Southold, NY 11971 LI (ab-I I Prepared By: Allison Starzee t. Star Mechanical „ P.O. Box 797 Cutchogue, NY 11935 631-734-6882 Thursday,January 6,2022 Rhvac is an.ACCA approved Manual J and Manual D computer program. Calculations.are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. i \ I Rhvac--Residentief&Light Commercial HVAC_Loads" x,.,.'Y_ _ _ -- ::Elite Software Development,Inc: Star Mechanical JAS=M_AR_Construcfion__Sorely. Cutcho ue,NY 11935-2130. - �Fa'e 2 Project Ropott General;`Project Information, Project Title: I JAS-MAR Construction-Sorell Designed By: Allison Starzee Project Date: I Thursday, January 6, 2022 Client Name: JAS-MAR Construction-Sorell Client Address: Ackerly Pond Road Client City: � Southold, NY 11971 Company Name: Star Mechanical Company Representative: Allison Starzee Company Address: P.O. Box 797 Company City: Cutchogue, NY 11935 Company Phone: 631-734-6882 Company Fax: 631-734-6882 Company E-i ail Address: Astarzee@gmail.com Desi n_Data. Reference City: Suffolk County AFB, New or Building Orientation: Front door faces North Daily Temperature Range: Medium Latitude: I 40 Degrees Elevation: 67 ft. Altitude Factor: 0.998 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 10 9 n/a n/a 70 n/a Summer: 83 71 56% 50% 75 30 Check Fi ares Total Building Supply CFM: 1,658 CFM Per Square ft.: 0.692 Square ft. of Room Area: 2,396 Square ft. Per Ton: 568 Volume(ft)1 19,168 Building to ds - i Total Heating Required Including Ventilation Air: 70,166 Btuh 70.166 MBH Total Sensible Gain: 36,378 Btuh 72 % Total Latent Gain: 14,220 Btuh 28 % Total Cooling Required Including Ventilation Air: 50,598 Btuh 4.22 Tons(Based On Sensible+ Latent) I - Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. i C:\Users\starp\Documents\Elite Software\Rhvac 9 Projects\JAS-MAR-Sorell.rh9 Thursday, January 6, 2022, 10:16 AM i Rhvac-:Residential�4_Light_Commercial HVAC,Loaiis:;,___. „v. ;as' „,,._ r; ._EliteSoftw elopment, lnc:: areDev_ star_Mechanical _ JAS MAR Construction_.Sorelf- - - - - Cutcho ue;.,NY 1,1,935-21;30 ',.`.,,„ Page 3r, Miscellaneous Report System 1 First Floor . Outdoor Outdoor!!- Outdoor' Indoor indoor:= Grains' Input Data _ Pry Bulb-'_ Wet Bulb il 1i Rel,Hum Rel._Hum_ D_ Bulb-- __ Difference Winter: 10 9 80% n/a 70 n/a Summer: 83 71 56% 50% 75 30.17 System 2 Second Floor. Outdoor,,, ,, Outdoor Outdoor Indoor, Indoor=. Grains Input Data _ Rel.Hum_ Difference, rr Winter: 10 9 80% n/a 70 n/a Summer: 83 71 56% 50% 75 30.17 Duct Sizing Inputs . Main Trunk Runouts Calculate: Yes Yes Use Schedule: Yes Yes Roughness Factor: 0.00300 0.01000 Pressure Drop: 0.1000 in.wg./100 ft. 0.1000 in.wg./100 ft. Minimum Velocity: 650 ft./min 450 ft./min Maximum Velocity: 900 ft./min 750 ft./min Minimum Height: 0 in. 0 in. Maximum Height: 0 in. 0 in. Outside Air Data. - Winter - Summer Infiltration Specified: 0.320 AC/hr 0.160 AC/hr 102 CFM 51 CFM Infiltration Actual: 0.320 AC/hr 0.160 AC/hr Above Grade Volume: X 19,168 Cu.ft. X 19,168 Cu.ft. 6,134 Cu.ft./hr 3,067 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration: 102 CFM 51 CFM Total Building Ventilation: 0 CFM 0 CFM ---System 1--- Infiltration &Ventilation Sensible Gain Multiplier: 8.78 = (1.10 X 0.998 X 8.00 Summer Temp. Difference) Infiltration &Ventilation Latent Gain Multiplier: 20.47 = (0.68 X 0.998 X 30.17 Grains Difference) Infiltration &Ventilation Sensible Loss Multiplier. 65.84 = (1.10 X 0.998 X 60.00 Winter Temp. Difference) Winter Infiltration Specified: 0.320 AC/hr(60 CFM), Construction:Average Summer Infiltration Specified: 0.160 AC/hr(30 CFM), Construction:Average ---System 2--- Infiltration &Ventilation Sensible Gain Multiplier: 8.78 = (1.10 X 0.998 X 8.00 Summer Temp. Difference) Infiltration &Ventilation Latent Gain Multiplier: 20.47 = (0.68 X 0.998 X 30.17 Grains Difference) Infiltration &Ventilation Sensible Loss Multiplier: 65.84 = (1.10 X 0.998 X 60.00 Winter Temp. Difference) Winter Infiltration Specified: 0.320 AC/hr(42 CFM), Construction:Average Summer Infiltration Specified: 0.160 AC/hr(21 CFM), Construction:Average Duct Load Factor Scenarios for,System 1_ - Attic" DuctDuct, Surface From' No. Type Descriptio_n_ Location „Ceiling ' Leakage.'- Insulation ii Area [T]MDD 1 Supply Attic 16B 0.12 6 380 No Duct Load Factor Scenarios for-System 2. - ` Attic Duct - -Duct;? Surface - From No. ' Type Description Location- ;,Ceiling. Leakage_„ Insulation Area [T]MDD 1 Supply Attic 16B 0.12 6 267 No C:\Users\starp\Documents\Elite Software\Rhvac 9 Projects\JAS-MAR-Sorell.rh9 Thursday, January 6, 2022, 10:16 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Star Mechanical JAS-MAR Construction-Sorel[ Cutchogue, NY 11935-2130 Page 4. ILOd Preview Report Net ft.' Sen Lat Net Sen Htgs SyCIS Sys Act Du Scope Ton /Ton Area Gain Gain Gain Loss g Siz CFM CFM CFM Building 422 568 2,396 36,378 14,220 50,598 70,166 913 1,658 1,658 System 1 2.24 627 1,408 19,633 7,305 26,939 38,715 504 895 895 10x1 Supply Duct Latent 690 690 Zone 1 1,408 19,633 6,615 26,248 38,715 504 895 895 10x1 1-Mud Room 320 3,737 1,122 4,859 7,856 102 170 170 2-5 2-Bath 1 143 2,823 1,081 3,904 5,088 66 129 129 2-5 3-Study 143 2,710 1,081 3,791 4,760 62 123 123 2-5 4-Dining Room 182 3,063 1,091 4,154 5,860 76 140 140 2-5 5-Kitchen 220 3,249 1,105 4,354 6,430 84 148 148 2-5 6-Family Room 400 4,052 1,135 5,187 8,721 114 185 185 2-6 System 2 1.97 501 988 16,744 6,914 23,659 31,451 409 763 763 10x1 Supply Duct Latent 483 483 Zone 1-Clg.: 18%, Htg.: 19% 182 3,100 1,079 4,179 5,949 77 141 141 5x 11-Bedroom 2 182 3,100 1,079 4,179 5,949 77 141 141 2-5 Zone 2-Clg.:82%, Htg.:81% 806 14,390 5,352 19,742 25,503 332 656 656 10x1 7-Bath 3 40 2,298 1,038 3,336 3,062 40 105 105 1-6 8-Bath 2 81 2,256 1,053 3,309 3,500 46 103 103 1-6 9-Bedroom4 143 2,919 1,070 3,989 5,312 69 133 133 2-5 10-Bedroom 3 182 3,100 1,079 4,179 5,949 77 141 141 2-5 12-Bedroom 1 360 3,817 1,112 4,929 7,679 100 174 174 2-5 Sum of room airflows may be greater than system airflow because system has multiple zones. C:\Users\starp\Documents\Elite Software\Rhvac 9 Projects\JAS-MAR-Sorell.rh9 Thursday, January 6, 2022, 10:16 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inca Star Mechanical JAS-MAR Construction-Sorell Cutchoque, NY 11935-2130 Page 5. Duct Size Preview Room or Minimurri Maximu Rough, Desig4 S Du Dud Htg Clg Act. Duct Duct Name Source Velocity Velocity Factor L/100 Loss Veloci Length Flow Flow Flow Size System 1 Su pply Runouts Zone 1 1-MLid Room Built-In 450 750 0.01 0.1 624.4 102 170 170 2- 2-Bath 1 Built-In 450 750 0.01 0.1 471.7 66 129 129 2-5 3-Study Built-In 450 750 0.01 0.1 452.8 62 123 123 2 4-Dining Room Built-In 450 750 0.01 0.1 511.9 76 140 140 2- 5-Kitchen Built-In 450 750 0.01 0.1 542.8 84 148 148 2 6-Family Room Built-In 450 750 0.01 0.1 470.1 114 185 185 2 Other Ducts in System 1 Supply Main Trunk Built-In 650 900 0.003 0.1 757.8 504 895 895 10x1 System 2 Supply Runouts Zone 1 11-Bedroom 2 Built-In 450 750 0.01 0.1 518 77 141 141 2-5 Zone 2 7-Bath 3 Built-In 450 750 0.01 0.1 533.4 40 105 105 1 8-Bath 2 Built-In 450 750 0.01 0.1 523.5 46 103 103 1-6 9-Bedroom 4 Built-In 450 750 0.01 0.1 487.7 69 133 133 2- 10-Bedroom 3 Built-In 450 750 0.01 0.1 518 77 141 141 2- 12-Bedroom 1 Built-In 450 750 0.01 0.1 637.7 100 174 174 2- Other Ducts in System 2 Supply Main Trunk Built-In 650 900 0.003 0.1 732.4 409 763 763 10x1 Summary System 1 Heating Flow: 504 Cooling Flow: 895 System 2 Heating Flow: 409 Cooling Flow. 763 C:\Users\starp\Documents\Elite Software\Rhvac 9 Projects\JAS-MAR-Sorell.rh9 Thursday, January 6, 2022, 10:16 AM Rhvac Residential'&Light Commercial=HVAC°Loads ww:�,f�-;,;: � � r�,�_°f ,� ,�r� Elite Software Development,lnc� Star M@ChanlCal }� r ��JA$MAR Construction Sorely Cutcho Pa e 6 Total.Building,-,SumrrmaryLoads r Componenf' `Area $en Lats Sen:;, Total Descri tion Quant Loss. Gain: Gain Gain. 1E-cw: Glazing-Double pane window, fixed sash, clear, 164 5,513 0 1,413 1,413 wood frame, outdoor insect screen with 100% coverage, light color drapes with medium weave with 50%coverage, u-value 0.56, SHGC 0.66 11 P: Door-Metal-Polyurethane Core 324 5,639 0 1,782 1,782 12B-Osw: Wall-Frame, R-11 insulation in 2 x 4 stud 4776 27,793 0 7,920 7,920 cavity, no board insulation, siding finish,wood studs 16BR-19-m1: Roof/Ceiling-Under Attic with Insulation on 2396 7,043 0 5,047 5,047 Attic Floor(also use for Knee Walls and Partition Ceilings), unvented attic with radiant barrier, R-19 insulation, light metal 19C-19sp-v: Floor-Over enclosed crawl space, R-11 1768 1,802 0 239 239 insulation on exposed walls, sealed crawl space, passive, R-19 blanket, vinyl covering 20P-19-c: Floor-Over open crawl space or garage, 628 1,884 0 93 93 Passive, R-19 blanket insulation, carpet covering Subtotals for structure: 49,674 0 16,494 16,494 People: 60 12,000 13,800 25,800 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 13,761 1,174 5,635 6,809 Infiltration: Winter CFM: 102, Summer CFM: 51 6,731 1,046 449 1,495 Ventilation: Winter CFM: 0, Summer CFM: 0 - 0 0 0 0 Total Building Load Totals: 70,166 14,220 36,378 50,598 Check:Figures ' _ ry _ Total Building Supply CFM: 1,658 CFM Per Square ft.: 0.692 Square ft. of Room Area: 2,396 Square ft. Per Ton: 568 Volume (ft3): 19,168 Building Loads. Total Heating Required Including Ventilation Air: 70,166 Btuh 70.166 MBH Total Sensible Gain: 36,378 Btuh 72 % Total Latent Gain: 14,220 Btuh 28 % Total Cooling Required Including Ventilation Air: 50,598 Btuh 4.22 Tons(Based On Sensible+ Latent) (Votes _ Rhvac is an ACCA approved Manual J�and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\Users\starp\Documents\Elite Software\Rhvac 9 Projects\JAS-MAR-Sorell.rh9 Thursday, January 6, 2022, 10:16 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Star Mechanical JAS-MAR Construction-Sorell Cutchogue,NY 11935-2130 Page 7 - ---- - -- Building Pie Chart Floor 5% Infiltration 10% Roof 10% Ductwork 20% Building Loss 70,166 Btuh Door 8% Wall 40% Glass 8% Floor 1% Infiltration 3% Roof 10% Ductwork 13% Wall 16% Building Gain 50,598 Glass 3% Btuh Door 4% People 51% C:\Users\starp\Documents\Elite Software\Rhvac 9 Projects\JAS-MAR -Sorell.rh9 Thursday, January 6, 2022, 10:16 AM MOM,Inc �iddntiail�,&-Light-.CbiriiMei6ial! xio#f Okor �Star Mechanical R7 Sore ll[F CUtC1109 4N";1935-7130 Detailed Room Loads Room m, �"Mdd:Room (Average_`Lo-ad Procedure). I'General- Calculation Mode: Htg. &clg- Occurrences: Room Length: 20.0 ft. System Number: 1 Room Width: 16.0 ft. Zone Number: 1 Area: 320.0 sq.ft. Supply Air: 170 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 4.0 AC/hr Volume: 2,560 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 85 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 624 ft./min. Percent of Supply: 0 % Runout Air Velocity: 624 ft./min. Actual Winter Infil.: 12 CFM Actual Loss: 0.320 in.wg./100 ft. Actual Summer Infil.: 6 CFM ,j J_ tg Sen Clg at M Ite rea,, Sen Description Quantty, HT-M- 2,'- '� �'HTM Gam Gain N -Wall-12B-Osw 16 X 8 112 0.097 5.8 652 1.7 0 186 N-Wall-1213-0sw 16 X 8 128 0.097 5.8 745 1.7 0 212 N -Wall-12B-Osw 20 X 8 160 0.097 5.8 931 1.7 0 265 N-Wall-12B-Osw 20 X 8 128 0.097 5.8 745 1.7 0 212 N-Door-1 1 P 4 X 8 32 0.290 17.4 557 5.5 0 176 N-GIs-1 E-cw shgc-0.66 100%S 16 0.560 33.6 538 8.6 0 138 UP-Ceil-1 6BR-1 9 20 X 16 320 0.049 2.9 941 2.1 0 674 Floor-1 9C-1 9sp 16 X 20 ___320 0.049 1.0 326 0.1 0 43 Subtotals for Structure: 5,435 0 1,906 Infil.: Win.: 11.9, Sum.: 5.9 576 1.358 782 0.090 122 52 Ductwork: 1,639 629 Peo�p)eL. 200jqt/per, 230 sen/per: 5 1,000 1,150 Room Totals: 7,856 1,122 3,737 C:\Users\starp\Documents\Elite Software\Rhvac 9 Projects\JAS-MAR-Sorell.rh9 Thursday, January 6, 2022, 10:16 AM Ir _ - ,. `•C€• ,-, - viz,�r, - _- --,- --_ - _ - - _ - - - _ Rhvac Residenfial 8Lig6t Commercial HVAC Loads • � , � Elite Software Development,lnc Star Mecharncal.,� � �' � .�� > �ti 4{ �, � JAS MAR Construction Sorely Detailed Room Loads. -:Room2- '=Bath`.9 (Average Load Procedure) General. : w Calculation Mode: Htg. &c1g. Occurrences: 1 Room Length: 13.0 ft. System Number: 1 Room Width: 11.0 ft. Zone Number: 1 Area: 143.0 sq.ft. Supply Air: 129 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 6.7 AC/hr Volume: 1,144 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 64 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 472 ft./min. Percent of Supply: 0 % Runout Air Velocity: 472 ft./min. Actual Winter Infil.: 8 CFM Actual Loss: 0.184 in.wg./100 ft. Actual Summer Infil.: 4 CFM Item. :Area U-_ Hfg ' ;Sen Lai Description Quantity Value "::': ':§F,HT :' Loss -HTM ,Gain. Gain N -Wall-1213-0sw 11 X 8 76 0.097 5.8 442 1.7 0 126 N -Wall-1213-0sw 11 X 8 88 0.097 5.8 512 1.7 0 146 N -Wall-1213-0sw 13 X 8 104 0.097 5.8 605 1.7 0 173 N -Wall-1213-0sw 13 X 8 72 0.097 5.8 419 1.7 0 119 N -Door-11 P 4 X 8 32 0.290 17.4 557 5.5 0 176 N -GIs-1 E-cw shgc-0.66 100%S 12 0.560 33.6 403 8.6 0 103 UP-Ceil-16BR-19 13 X 11 143 0.049 2.9 420 2.1 0 301 Floor-19C-19sp 11 X 13 143 0.049 1.0 146 0.1 0 19 Subtotals for Structure: 3,504 0 1,163 Infil.: Win.: 7.9, Sum.: 4.0 384 1.359 522 0.091 81 35 Ductwork: 1,062 475 People: 200 lat/per, 230 sen/per_ _ 5 _ _ _ _ _ 1,000 _ 1,150 Room Totals: 5,088 1,081 2,823 C:\Users\starp\Documents\Elite Software\Rhvac 9 Projects\JAS-MAR-Sorell.rh9 Thursday, January 6, 2022, 10:16 AM oimiliimiei6ciial:HVAC'L'biid- JAS-MAR ConStrucfion Sorellw :Detailed R66m.Loads Room 3- '.'Stddk'(Average Loa&Proce Procedure) [-General Calculation Mode: Htg. &c1g. Occurrences: Room Length: 13.0 ft. System Number: Room Width: 11.0 ft. Zone Number: Area: 143.0 sq.ft. Supply Air: 123 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 6.5 AC/hr Volume: 1,144 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 62 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 453 ft./min. Percent of Supply: 0 % Runout Air Velocity: 453 ft./min. Actual Winter Infil.: 8 CFM Actual Loss: 0.170 in.wg./l 00 ft. Actual Summer Infil.: 4 CFM Cl -Area Lat',' =Item ' ; Serr- ,.Deknpt!on- Q uantitv,,',.'., V'ql"t;"I HTRA,"" Loss TM 'Gain ain N-Wall-12B-Osw 11 X 8 72 0.097 5.8 419 1.7 0 119 N -Wall-1 213-0sw 11 X 8 88 0.097 5.8 512 1.7 0 146 N -Wall-12B-Osw 13 X 8 104 0.097 5.8 605 1.7 0 173 N -Wall-12B-Osw 13 X 8 104 0.097 5.8 605 1.7 0 173 N -GIs-1 E-cw shgc-0.66 100%S 16 0.560 33.6 538 8.6 0 138 UP-Ceil-1 6BR-1 9 13 X 11 143 0.049 2.9 420 2.1 0 301 Floor-1 9C-1 9sp 11 X 13 143 0.049 1.0 146 0.1 0 19 Subtotals for Structure: 3,245 0 1,069 Infil.: Win.: 7.9, Sum.: 4.0 384 1.359 522 0.091 81 35 Ductwork: 993 456 People: 200 lat/per, 230 sen/per: 5 1,000 1,150 Room Totals: 4,760 1,081 2,710 C:XUsersXstarpXDocumentsXElite SoftwareXRhvac 9 ProjectskJAS-MAR-Sorell.rh9 Thursday, January 6, 2022, 10:16 AM Rhvac-Residential&Li ht Commercial HVAC Loads Elite Software Develo"ment'Inc. Star Mechanical _ __ __ y`_ _ _- _ _ _JAS-MAR Construction-Sorely Cutcho g ue,NY, 11935-2130 Detailed Room Loads --Room 4 Dining Room (Average Load Procedure) General - Calculation Mode: Htg. &c1g. Occurrences: 1 Room Length: 13.0 ft. System Number: 1 Room Width: 14.0 ft. Zone Number: 1 Area: 182.0 sq.ft. Supply Air: 140 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 5.8 AC/hr Volume: 1,456 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 70 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 512 ft./min. Percent of Supply: 0 % Runout Air Velocity: 512 ft./min. Actual Winter Infil.: 9 CFM Actual Loss: 0.216 in.wg./100 ft. Actual Summer Infil.: 4 CFM -Item Areae.. Htg. . Sen. ,• Clg, Lai r Sen. Description Quantity' Value HTM Loss.' H_TM Gain Gain N-Wall-126-0sw 14 X 8 96 0.097 5.8 559 1.7 0 159 N -Wall-1213-0sw 13 X 8 104 0.097 5.8 605 1.7 0 173 N -Wall-1213-0sw 14 X 8 112 0.097 5.8 652 1.7 0 186 N-Wall-1213-0sw 13 X 8 72 0.097 5.8 419 1.7 0 119 N-Door-11 P 4 X 8 32 0.290 17.4 557 5.5 0 176 N -GIs-1 E-cw shgc-0.66 100%S 16 0.560 33.6 538 8.6 0 138 UP-Ceil-16BR-19 13 X 14 182 0.049 2.9 535 2.1 0 383 Floor-1 9C-1 9sp 14 X 13 182 _ 0.0_49 _ 1.0 _ 185 _ _ 0.1 0 25 Subtotals for Structure: 4,050 0 1,359 Infil.: Win.: 8.9, Sum.: 4.5 432 1.359 587 0.090 91 39 Ductwork: 1,223 515 People- 200 lat/per,-230 sen/per: _ _ 5 _ _ _ _ _ 1,000 1,150 Room Totals: 5,860 1,091 3,063 C:\Users\starp\Documents\Elite Software\Rhvac 9 Projects\JAS-MAR-Sorell.rh9 Thursday, January 6, 2022, 10:16 AM Rhvac-'Residential:&'L''i(Ofht`Comme�ciaf:HVAG:Loads"':." A: ::Elite=Softuva�e:De`velo' merit'°Inc. 'Star Mechanical 5 " `� �` � `� � � t" 3 , ', JAS MAR Construction Sorely. Cutofio ue NY-11935-2130 r.�., ; .Detailed Room Loads=.=Room 5.= Kitchen (Average Load Procedure) General Calculation Mode: Htg. &c1g. Occurrences: 1 Room Length: 11.0 ft. System Number: 1 Room Width: 20.0 ft. Zone Number: 1 Area: 220.0 sq.ft. Supply Air: 148 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 5.0 AC/hr Volume: 1,760 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 74 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 543 ft./min. Percent of Supply: 0 % Runout Air Velocity: 543 ft./min. Actual Winter Infil.: 10 CFM Actual Loss: 0.242 in.wg./100 ft. Actual Summer Infil.: 5 CFM Item Area U Htg Sen Clg tat Seri Description Quantit -Value„ HTM` L';loss, HTM Gain Gairi N -Wall-12B-Osw 11 X 8 76 0.097 5.8 442 1.7 0 126 N-Wall-126-0sw 11 X 8 88 0.097 5.8 512 1.7 0 146 N-Wall-1213-0sw 20 X 8 160 0.097 5.8 931 1.7 0 265 N -Wall-1213-0sw 20 X 8 132 0.097 5.8 768 1.7 0 219 N-Door-11 P 4 X 7 28 0.290 17.4 487 5.5 0 154 N-GIs-1 E-cw shgc-0.66 100%S 12 0.560 33.6 403 8.6 0 103 UP-Ceil-1 6BR-1 9 11 X 20 220 0.049 2.9 647 2.1 0 464 Floor-1 9C-1 9sp 20 X 11 220 0.049 1.0 224 0.1 0 30 Subtotals for Structure: 4,414 0 1,507 Infil.: Win.: 10.2, Sum.: 5.1 496 1.359 674 0.091 105 45 Ductwork: 1,342 547 People: 200 lat/per, 230 sen/per: 5 1,000 1,150 Room Totals: 6,430 1,105 3,249 C:\Users\starp\Documents\Elite Software\Rhvac 9 Projects\JAS-MAR-Sorell.rh9 Thursday, January 6, 2022, 10:16 AM Rhvac Res(den66I&Light Commercial HVAC Load's t Elite Software Developmerit;1nc Detailed-Rob- m-'.Loads =Room 6 - nil.'.Poori�:(Average Load Procedure) , Calculation Mode: J Htg. &clg. Occurrences: 1 Room Length: 20.0 ft. System Number: 1 Room Width: 20.0 ft. Zone Number: 1 Area: 400.0 sq.ft. Supply Air: 185 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 3.5 AC/hr Volume: 3,200 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 92 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 470 ft./min. Percent of Supply: 0 % Runout Air Velocity: 470 ft./min. Actual Winter Infil.: 13 CFM Actual Loss: 0.142 in.wg./100 ft. Actual Summer Infil.: 7 CFM Item.. Area, U Htg -Sen'` Clg Lat Seng Description Quaiitit "Value.: HTM,. " ` Loss H1 M Gain Gain N -Wall-1213-0sw 20 X 8 144 0.097 5.8 838 1.7 0 239 N-Wall-12B-Osw 20 X 8 160 0.097 5.8 931 1.7 0 265 N-Wall-126-0sw 20 X 8 160 0.097 5.8 931 1.7 0 265 N-Wall-1213-0sw 20 X 8 136 0.097 5.8 792 1.7 0 226 N-Door-11 P 3 X 8 24 0.290 17.4 418 5.5 0 132 N-GIs-1 E-cw shgc-0.66 100%S 16 0.560 33.6 538 8.6 0 138 UP-Ceil-1 6BR-1 9 20 X 20 400 0.049 2.9 1,176 2.1 0 843 Floor-1 9C-1 9sp 20 X 20 400 0.049 1.0 408 0.1 0 54 Subtotals for Structure: 6,032 0 2,162 Infil.:Win.: 13.2, Sum.: 6.6 640 1.358 869 0.091 135 58 Ductwork: 1,820 682 People: 200 lat/per, 230 sen/per: 5 1,000 1,150 Room Totals: T 8,721 1,135 4,052 C:\Users\starp\Documents\Elite Software\Rhvac 9 Projects\JAS-MAR-Sorell.rh9 Thursday, January 6, 2022, 10:16 AM Rhvac 'Residential&Light.Commercial HVAC LoadsiEhte Software Development,Inc Star Mecharncal `. w �,: � ,,� x "' � c JAS MAR Construction Sorely Detailed Roem Loads- Room 1.1, Bedroom 2 (Peak Fenestration.-Gain "Procedure) G_ eneral Room is in zone, 1, which peaks at 1 pm Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 14.0 ft. System Number: 2 Room Width: 13.0 ft. Zone Number. 1 Area: 182.0 sq.ft. Supply Air: 141 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 5.8 AC/hr Volume: 1,456 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 71 CFM Percent of Supply.: 0 % Runout Duct Size:• 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 518 ft./min. Percent of Supply: 0 % Runout Air Velocity: 518 ft./min. Actual Winter Infil.: 8 CFM Actual Loss: 0.221 in.wg./100 ft. Actual Summer Infil.: 4 CFM Item Area -U- , Htg _ Sen- Clg Lat Sen- Description. Quanfty ` Value f HTM Loss° HTM Gain .`Gain N -Wall-1213-0sw 13 X 8 88 0.097 5.8 512 1.7 0 146 N -Wall-1213-0sw 13 X 8 104 0.097 5.8 605 1.7 0 173 N -Wall-1213-0sw 14 X 8 112 0.097 5.8 652 1.7 0 186 N -Wall-12B-Osw 14 X 8 84 0.097 5.8 489 1.7 0 139 N -Door-11 P 4 X 7 28 0.290 17.4 487 5.5 0 154 N -GIs-1 E-cw shgc-0.66 0%S 16 0.560 33.6 538 18.4 0 295 UP-Ceil-I6BR-19 14 X 13 182 0.049 2.9 535 2.1 0 383 Floor-20P-19 13_X_14_ _ _ 182 0.050 _ 3.0 546 0.2 _ 0 27 Subtotals for Structure: 4,364 0 1,503 Infil.:Win.: 7.7, Sum.: 3.9 432 1.181 510 0.079 79 34 Ductwork: 1,075 413 People: 200 lat/per, 230 sen/per: _ _ _ 5 _ ___ _ _ 1,000 _1,150 Room Totals: 5,949 1,079 3,100 C:\Users\starp\Documents\Elite Software\Rhvac 9 Projects\JAS-MAR-Sorell.rh9 Thursday, January 6, 2022, 10:16 AM Rhvac-Residential>iR L� ht.Commerc�al HVAC Loads =" ry' °-rr: ;- ,:Elite: ftiivare:b' veto~menf Inc: So e Star MecharncaF - _ -:-� u�: � � 4 "�< - JAS=MAR`Constiuctioii-=',So'rell• Cutcfio ue,.NY'11935 2130 Detailed Room-Loads=_Roorn'7`==:Bah 3 (Peak Fenestration Gaia-Proced'are)' General 3 � = Room is in zone 2,which peaks at 1 pm Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 8.0 ft. System Number: 2 Room Width: 5.0 ft. Zone Number: 2 Area: 40.0 sq.ft. Supply Air: 105 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 19.6 AC/hr Volume: 320 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 105 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 533 ft./min. Percent of Supply: 0 % Runout Air Velocity: 533 ft./min. Actual Winter Infil.: 4 CFM Actual Loss: 0.182 in.wg./100 ft. Actual Summer Infil.: 2 CFM Item { .*f _ Area> Htg Clg Lat Sen: Description ` Q_ uantity Value: ;.,;HTM, _ `Loss, HTM . Gain, Gain,: N-Wall-1213-0sw 5 X 8 24 0.097 5.8 140 1.7 0 40 N-Wall-1213-0sw 5 X 8 40 0.097 5.8 233 1.7 0 66 N-Wall-1213-0sw 8 X 8 64 0.097 5.8 372 1.7 0 106 N-Wall-1213-0sw 8 X 8 32 0.097 5.8 186 1.7 0 53 N-Door-11 P 4 X 8 32 0.290 17.4 557 5.5 0 176 N -GIs-1 E-cw shgc-0.66 0%S 16 0.560 33.6 538 18.4 0 295 UP-Ceil-1 6BR-1 9 8 X 5 40 0.049 2.9 118 2.1 0 84 Floor-20P-19 5 X 8 40 0.050 3.0 120 0.2 0 6 Subtotals for Structure: 2,264 0 826 Infil.:Win.: 3.7, Sum.: 1.9 208 1.178 245 0.077 38 16 Ductwork: 553 306 People: 200 lat/per, 230_sen/per.---— --5 - — _ -- — -- -- — -- — 1,000 --1,150 Room Totals: 3,062 1,038 2,298 C:\Users\starp\Documents\Elite Software\Rhvac 9 Projects\JAS-MAR-Sorell.rh9 Thursday, January 6, 2022, 10:16 AM Rlrvac-Residential&°Light Commercial.HVAC16ads., � _,_ . ,_ .-Elite Software Development;lnc., Star Mechanical _ r _ JAS MAR Con_s_truction-Sorell Cutcho ue,NY 11935=2130 - -= Pa a 16 Detailed Room Loads - Room 8 =Bath 2 (Peak Fenestration Gain Procedure) General _ Room is in zone 2, which peaks at 1 pm Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 9.0 ft. System Number: 2 Room Width: 9.0 ft. Zone Number: 2 Area: 81.0 sq.ft. Supply Air: 103 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 9.5 AC/hr Volume: 648 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 103 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 523 ft./min. Percent of Supply: 0 % Runout Air Velocity: 523 ft./min. Actual Winter Infil.: 5 CFM Actual Loss: 0.175 in.wg./100 ft. Actual Summer Infil.: 3 CFM Item Area -U7:1 Htg Sen Clg ' Lat Sen Description Quantity Value, HTM,: Loss HTM = Gain Gain N-Wall-1213-0sw 9 X 8 72 0.097 5.8 419 1.7 0 119 N -Wall-1213-0sw 9 X 8 72 0.097 5.8 419 1.7 0 119 N -Wall-1213-0sw 9 X 8 72 0.097 5.8 419 1.7 0 119 N-Wall-12B-Osw 9 X 8 40 0.097 5.8 233 1.7 0 66 N-Door-11 P 4 X 8 32 0.290 17.4 557 5.5 0 176 UP-Ceil-116BR-19 9 X 9 81 0.049 2.9 238 2.1 0 171 Floor-20P-19 9 X 9 81 0.050 3.0 243 0.2 0 12 Subtotals for Structure: 2,528 0 782 Infil.: Win.: 5.2, Sum.: 2.6 288 1.181 340 0.080 53 23 Ductwork: 632 301 People_200 lat/per, 230 sen/per: _ __ 5_ _ _ _ __ _ _ _ 1,000 1,150 Room Totals: 3,500 1,053 2,256 'C:\Users\starp\Documents\Elite Software\Rhvac 9 Projects\JAS-MAR-Sorell.rh9 Thursday, January 6, 2022, 10:16 AM -,._ . ' „val.8�Light Commercial_HVAC Loads; .'. y;,''_-. _ Mite Software Development;,lnc.�; Rhvac Residents Star Mechanical y W _: ; e_ _____ _ _ _ . JAS MAR Construction-Sorely Cutciio ue,NY 1'1935-2130 - y Pqa 17, Detailed Room Loads - Room 9 , Bedroom 4.(Peak Fenestration ,Gain'Procedure). General - Room is in zone 2, which peaks at 1 pm Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 13.0 ft. System Number: 2 Room Width: 11.0 ft. Zone Number: 2 Area: 143.0 sq.ft. Supply Air: 133 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 7.0 AC/hr Volume: 1,144 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 67 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 488 ft./min. Percent of Supply: 0 % Runout Air Velocity: 488 ft./min. Actual Winter Infil.: 7 CFM Actual Loss: 0.196 in.Wg./100 ft. Actual Summer Infil.: 3 CFM Item Area. -U-' Htg Sen Clg, Lat. Sen. Description Quantity� . '_ Value HTM Loss -� HTM ,. Gain Gain. N-Wall-1213-0sw 11 X 8 72 0.097 5.8 419 1.7 0 119 N-Wall-1213-0sw 11 X 8 88 0.097 5.8 512 1.7 0 146 N-Wall-1213-0sw 13 X 8 104 0.097 5.8 605 1.7 0 173 N -Wall-126-0sw 13 X 8 72 0.097 5.8 419 1.7 0 119 N -Door-11 P 4X 8 32 0.290 17.4 557 5.5 0 176 N -GIs-1 E-cw shgc-0.66 0%S 16 0.560 33.6 538 18.4 0 295 UP-Ceil-1 6BR-1 9 13 X 11 143 0.049 2.9 420 2.1 0 301 Floor-20P-19 11 X 13 143 0.050 3.0 429 0.2 0 21 Subtotals for Structure: 3,899 0 1,350 Infil.: Win.: 6.9, Sum.: 3.4 384 1.180 453 0.078 70 30 Ductwork: 960 389 People_200 lat/per, 230 sen/per: _ 5 _ _ _ _ _ 1,000 _ 1,150 Room Totals: 5,312 1,070 2,919 C:\Users\starp\Documents\Elite Software\Rhvac 9 Projects\JAS-MAR-Sorell.rh9 Thursday, January 6, 2022, 10:16 AM Rhvac^Residential&C fight Commercial HVAC Loads.ry Elite'Software Development,Inc A Star Mechanical _ - o -'JAS-MAR Construction-,Sorely Cutcho ue;,NY 11935-2130 ' - - - - - Pae 1'8` Detailed Room Loads - Room 90- Bedroom 3-,(Peak.Penestration Gain Procedure) General —771 Room is in zone 2, which peaks at 1 pm Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 14.0 ft. System Number: 2 Room Width: 13.0 ft. Zone Number. 2 Area: 182.0 sq.ft. Supply Air: 141 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 5.8 AC/hr Volume: 1,456 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 71 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 518 ft./min. Percent of Supply: 0 % Runout Air Velocity: 518 ft./min. Actual Winter Infil.: 8 CFM Actual Loss: 0.221 in.wg./100 ft. Actual Summer Infil.: 4 CFM Item Area -U-,' Htg Sen, Clg Lat Sen Description Quantity.. Value,;: HTM Loss HTM,, Gain., Gain - N-Wall-12B-Osw 13 X 8 88 0.097 5.8 512 1.7 0 146 N-Wall-1213-0sw 13 X 8 104 0.097 5.8 605 1.7 0 173 N-Wall-126-0sw 14 X 8 112 0.097 5.8 652 1.7 0 186 N -Wall-1213-0sw 14 X 8 84 0.097 5.8 489 1.7 0 139 N-Door-11 P 4 X 7 28 0.290 17.4 487 5.5 0 154 N -GIs-1 E-cw shgc-0.66 0%S 16 0.560 33.6 538 18.4 0 295 UP-Ceil-I6BR-19 14 X 13 182 0.049 2.9 535 2.1 0 383 Floor-20P-19 13 X 14 182 0.050 _ 3.0 _546_ 0.2 0 27 Subtotals for Structure. 4,364 0 1,503 Infil.: Win.: 7.7, Sum.: 3.9 432 1.181 510 0.079 79 34 Ductwork: 1,075 413 People: 200 lat/per, 230 sen/per: 5 1,000 1,150 Room Totals: 5,949 1,079 3,100 C:\Users\stare\Documents\Elite Software\Rhvac 9 Projects\JAS-MAR-Sorell.rh9 Thursday, January 6, 2022, 10:16 AM �Rh7v` qq' -Residential LightCommercial -8 Ppvelopli*60t Inca MechanicalStar JAS-MAR Constriction-Sorell z' 6E h b 9 u e,NY 1'1935-2130 Pa a-1'9 Fbe641-6- d Poom'Loads Room" , - Bedroom Procedure) 1 (P6ak F6nestt6tibn Gain I Ge'ner6l Room is in zone 2, which peaks at 1 pm Calculation Mode: Htg. &c1g. Occurrences: 1 Room Length: 20.0 ft. System Number. 2 Room Width: 18.0 ft. Zone Number: 2 Area: 360.0 sq.ft. Supply Air. 174 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 3.6 AC/hr Volume: 2,880 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 87 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 638 ft./min. Percent of Supply: 0 % Runout Air Velocity: 638 ft./min. Actual Winter Infil.: 11 CFM Actual Loss: 0.333 in.wg./l 00 ft. Actual Summer Infil.: 5 CFM Item Area -U,- Htg- Sen Clg Lat Sen Description Quantity Value ,HTM Loss` HTM , Gain Gain N-Wall-1213-0sw 18 X 8 132 0.097 5.8 768 1.7 0 219 N -Wall-1213-0sw 18 X 8 144 0.097 5.8 838 1.7 0 239 N-Wall-1213-0sw 20 X 8 160 0.097 5.8 931 1.7 0 265 N -Wall-1213-0sw 20 X 8 136 0.097 5.8 792 1.7 0 226 N -Door-11 P 3 X 8 24 0.290 17.4 418 5.5 .0 132 N -GIs-1 E-cw shgc-0.66 O%S 12 0.560 33.6 403 18.4 0 221 U P-Ceil-1 6BR-1 9 20 X 18 360 0.049 2.9 1,058 2.1 0 759 Floor-1 9C-1 9sp-18 X 20 360 0.049 1.0 367 0.1 0 49 Subtotals for Structure: 5,575 0 2,110 Infil.:Win.: 10.9, Sum.: 5.4 608 1.179 717 0.079 112 48 Ductwork: 1,387 509 People: 200 lat/per, 230 sen/per: 5 1,000 1,150 Room Totals: 7,679 1,112 3,817 C:\Users\starp\Documents\Elite Software\Rhvac 9 Projects\JAS-MAR-Sorell.rh9 Thursday, January 6, 2022, 10:16 AM Rhvac;-Residential&Light-Commercial HVAC,Loads _ rt _ ..,Elite Software.Development,Inc.. Star Mechanical v - JAS MAR Construction SoreIIM Cutcho ueNY 11935 2130 Fa`a 20 System 7 "Room Load Summary Htg Min, - - - - Run Run. Clg Clg, Min Act Room Area. Sens ` Htg. _'Duct - - Duct Sens. Lat, ,- Clg Sys No Name SF Btuh CFM Size,' Vel Btuh Btuh CFM CFM ---Zone 1--- 1 Mud Room 320 7,856 102 2-5 624 3,737 1,122 170 170 2 Bath 1 143 5,088 66 2-5 472 2,823 1,081 129 129 3 Study 143 4,760 62 2-5 453 2,710 1,081 123 123 4 Dining Room 182 5,860 76 2-5 512 3,063 1,091 140 140 5 Kitchen 220 6,430 84 2-5 543 3,249 1,105 148 148 6 Family Room 400 8,721 114 2-6 470 4,0.5_2_ 1,135 _1.8.5_ 1_8_5_ Duct Latent 690 — -- ------------------------------------------------- - System 1 total 1,408 38,715 504 19,633 7,305 895 895 System 1 Main Trunk Size: 10x17 in. Velocity: 758 ft./min Loss per 100 ft.: 0.096 in.wg Cooling S stem-Summary Cooling • Sensible/Latent Sensible -Latent Total: Tons;. Split ' - Btuh-:-7- Btuh" Btuh Net Required: 2.24 73%/27% 19,633 7,305 26,939 Equipment Data; - Heatinq System Cooling System Type: Natural Gas Furnace Standard Air Conditioner Model: Indoor Model: Brand: Efficiency: 0 AFUE 0 SEER Sound: 0 0 Capacity: 0 Btuh 0 Btuh Sensible Capacity: n/a 0 Btuh Latent Capacity: n/a 0 Btuh C:\Users\starp\Documents\Elite Software\Rhvac 9 Projects\JAS-MAR-Sorell.rh9 Thursday, January 6, 2022, 10:16 AM tiRhvac`=Residential 8'Light Comme_r`cial HVAC`Loads;"_ �E_Iite.Software Developmerit,_Inc. Star Mechanical `u .' JAS MAR Construction Sorelf Cutcfio ue,'NY 1,1935.2130_ _ age 21 System 2 Room Load Summary "Htg 'Min Run,. Run Clg Cig Min' Act Room Area Sens"_1 Htg- �.Duct.• Duct-,, ;Sens ,Lat_ Clg Sys No Name SF Btuh CFM Size Vel Btuh, Btuh CFM CFM ---Zone 1--- 11 Bedroom 2 182 5,949 77 2-5 518 3,100 1,079_ _ 141 _ 141 Zone 1 subtotal 182 5,949 77 3,100 1,079 141 141 ---Zone 2--- 7 Bath 3 40 3,062 40 1-6 533 2,298 1,038 105 105 8 Bath 2 81 3,500 46 1-6 523 2,256 1,053 103 103 9 Bedroom 4 143 5,312 69 2-5 488 2,919 1,070 133 133 10 Bedroom 3 182 5,949 77 2-5 518 3,100 1,079 141 141 12 Bedroom 1 360 7,679 100 2-5 638 3,817 1,112 174 174 Zone 2 subtotal 806 25,503 332 14,39_0_ 5,352 .-- 6.5.6_ 656 Duct Latent 483 _ System 2 total 988 31,451 409 _ _ 16,744_ 6,9.14 _ 763 __763_ System 2 Main Trunk Size: 10x15 in. Velocity: 732 ft./min Loss per 100 ft.: 0.095 in.wg Note: Since the system is multizone, the Peak Fenestration Gain Procedure was used to determine glass sensible gains at the room and zone levels, so the sums of the zone sensible gains and airflows for cooling shown above are not intended to equal the totals at the system level. Room and zone sensible gains and cooling CFM values are for the hour in which the glass sensible gain for the zone is at its peak. Sensible gains at the system level are based on the"Average Load Procedure+ Excursion"method. Cooling S stem Summa Cooling: Sensible/Latent Sensible Latent Total Tons Split . Btuh , Btuh Btuh Net Required: 1.97 71%/29% 16,744 6,914 23,659 Equipment Data Heating System Coolinq System Type- Natural Gas Furnace Standard Air Conditioner Model: Indoor Model: Brand: Efficiency: 0 AFUE 0 SEER Sound: 0 0 Capacity: 0 Btuh 0 Btuh Sensible Capacity: n/a 0 Btuh Latent Capacity: n/a 0 Btuh C:\Users\starp\Documents\Elite Software\Rhvac 9 Projects\JAS-MAR-Sorell.rh9 Thursday, January 6, 2022, 10:16 AM FOUNDATION(1ST) • 1 - ROUGH FRAMINQ ' 1 INSULATION. STATE ENERGY • 1 17A CMWQ�'r;d . / I 1 ti EMMOW FF 7717-F ol LIM �1� s Aird •, ,, • • 4 ' TOWN OF SOUTHOLD--BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 1.1971-0959. Telephone(631) 765-1802 Fax(631) 765-9502 hs:l/L�ww,southoldtowimaw :Oate Recelved I FA I �.II 'FOR-BUIL IN P I For Offlce Use Only � � DD PERMIT NO., BuildingInspector;p tor, J U L 2 8 2021 Applicatimns and forins:must.fje Oiled out irrt e h,ir,eritir�ty`fnco►Ti�lete„ . ;:';:` "_, . applications will:not be"accepted::ldNhere the Ap'piicant is rmt the 4ir�ner,an BUMMING DEPT. >flwner's Autharizatiori,formbe'cariipietd: '�'OTz'1�'t; T?'�' O ;. Date: rl - 'S OWNER,(S)`QF-iPROP,BR'i`Vi Name: � Q SCTM#1000- 0 P..roject Address: Phone#: &3/_ �S�" _ geli Email: PL%relf�c5/sl/�. carnes Mailing Address: � . . �1 i h e- {-{-i��oo� `� 1�- CS.br) 7-77 coNr PC .: CT s®� Name: e n i.-Gt-r , Lee as Mailing Address: 134 5e 1,10 i r ` \, Phone r Email _- -�Fr1n� f DESIGN<I?ROFESSI,.NAL Ii�t~ORMi4Tlf? Name: 1 S Mailing Address. �� Cr w0� .i n Phone#. I� :.:. . Email: ' Pc ib C lVl ON'#'REiGTC?R;IN�OR "AT-IONi -- -� Name: Mailing Address: Phone#: Email: DES.,RIPT!p `UF PRQROSEDC'7jdSTRl1Cl'ION,- New Structure_ OAddition OAiteration EDRepair ODemolition Estim` ted CostQf Project: ❑Other $. 11 a 000 , O o Will the lot be re-graded? ,Yes ONO Will excess fill be removed.from p.re"mites? ❑Yes)<No, i PRtJPERTY IPlFORM,A1 IMV; Existing use of,property: Intended use ofproper VlR t w+ ty 'r l-'re Sed Si' Zoone or use district in which premises is situated: Are there any covenants and restrictions with respect to If C this property? Ayes f�No !F YES;.PROIIIDE A COPY. Ch0tk Bait,Aft�r.:Reodi#9... . ....:.: ._,•.•, , K<�.��'owner/contractor.desi"' rofess :.:.... .,. /. gn p., fonai:lsi}'e5''`nsidle;#ar-a hd<.. Ch. .... , ., RQ i, talnage and stpmti:urr fer issii s as `A apter236°f the Town CgdeAPPyCAt0N iS HER98Y,Mik to tha,Butlding Departmentfor the.Issuance of a Building Pe�mt;puraunn#`t the Bu! Y y :'orcltnariceat`t'he:7otanofSouthotd,=SuHoiQt,Countq;IVewYorkandotherapjsiicabie:taws;ordinancesoiRegattons;=forthe,sansfructliin:ofb` ding Xone ` uildings addittdns;'atteratlons or.'fpr r,'e alar+hrriollNon as.herein descNbad:'T1ae'app![cant<a e ply iniitli;ail:ajipllcatila laws,ardtnances;buliding,coce, hifiistrigcode and regulations and to admft authart:ed`,Irisp ectrirs ompremfses and In bultding(si for necesi@ry inspecHana:;False statenterits made heiein.are punfshatileas a;Class A misdemeanor•purryaant:#a secttori:21o;4S,oftfie•IYaiv-YdrR State Penal:law:; ,'.,•;w: Application Submitted By(p int namej: 'J n n i Authorized^Agent 'ClOwner Signature:of Applicant: Date: , STATE OF NEW YORK) SS: COUNTY OFi tial ,z\\L ) --�- h l pee cis being duly sworn, deposes and says that:(s)he Is the applicant (Name of individual signing contract)above named, (S)he is the_ � ) 0 (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said.work and to make and file this application;that all statements contained in.this application are true to the best of his/her*nowledge and belief;and that the work Will be performed.in the manner set forth in the application file therewith. Sworn before me this day of _ .20�_ ZD,42�� 1 Notary Public ��' °%0. It �c v° IXA0 0 p PROPERTY ' NERUTHORIZATM (Where the applicant is not the owner) 0. 010E62�o QTY STATE ore I•� residing at I c2--3 Ti 0{ �� do hereby authorize 0-enn t*e r Lee-(Is to apply-on J ;MY ehal Tow of Southold Building Departmentfor approval as described herein. 7 - tea - � I Ow er's Signature pate �0, r Print Owner's Name 2 CONSENT TO INSPECTION �..r�. ..... . the undersigned. does) hereby state: lani—e(O That the undersigned (is) (are) the owners)of the premises in the Town of Southold, located at p. L-gip_. d which is shown and desig;iiated on t)�e Su ounty Tax.Map as.District 1 O0Q, Section Block„-(2—. Lot That the,undersigned (has) {have) tiled, or causaw be Bled, an application in the Southold Town Building Inspector's Office for the following:_ro 6,S2c That the undersigned do(es) hereby give consent to theBuilding Inspectors-ofthe 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.prernises comply with all of the laws. ordinances, rules and regulations ofthe TOWn"bf: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"infipectibns may be used in subsequent prosecutions for violations of the laws. otdinance5,.ri les or regulations of the Town of Southold. 1,2 Dated: cl, i« Ire int Name) .(Signature) (Print Name) Off01,r roGy BUILDING DEPARTMENT-Electrical Inspector C3„ x TOWN OF SOUTHOLD oy • �� Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959 Telephone (631) 765-1802 Temporary Certificate # < Date "' �® 2022 Customer NameT - / Electrician Name 7 I Address j0pZOADIJ Phone 335: lqqg, e-mail p !, e-mail 7kJC. do 1 Phone License# Size d A Phase " Overhead Underground #of Meters Remarks #of Underground Laterals 2 New "H" Frame or Pole P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter#F . 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 <\(�.— d �QS�fF81/r C IF;Couthold, G DEPARTMENT- Electrical Inspector �O G TOWN OF SOUTHOLD yFEB _ 9 1l'o'�nrnnnex - 54375 Main Road - PO Box 1179 o yC BUILDING DET New York 11971-0959 y off, TOWN OF SOUTr &1ephone (631) 765-1802 - FAX (631) 765-9502 roaerr(cbsoutholdtownny.aov - seand(a)-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: - � Company Name: Lcc_A/'c Electrician's Name: License No.: Elec. email:, C 7;Z-e p f 6 Elec. Phone No: 3S ❑1 request an email copy d Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name:2etc r 5D, Address-,-,--'-/' Cross Street - --' Phone No.: BIdg.Permit#:' qvi 75 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Pao YVU 5-e Square Footage: Circle All That Apply: Is job ready for inspection?: 1-1YES E21NO F-1 Rough In ❑ Final Do you need a Temp Certificate?: 0 YES ❑ NO Issued On Temp Information: (AII information required) Service Size 1 Ph❑3 Ph Size: :500 A # Meters � Old Meter# Z.fNew Service❑Fire Reconnect[]Flood Reconnect❑Service Reconnect❑Underground-❑Overhead # Underground Laterals 1 %HFrame Pole Work done on Service? Y FfN Additional Information: Z7 C PAYMENT DUE WITH APPLICATION �Z� lyl q�� a i,�'r, BUNDtNG DEPARTMENT- Electrical Inspector �® • _ TOWN OF SOUTHOLD �n - -9 Town Hall Annex-54375 Main Road - PO Box 1179 ��,�� ,_. ':Southold,.New York,1197170959 r�EPT -rowv o '80u- elephone (631) 765-1802 - FAX (631) 765-9502 rogerr(cDsoutholdtownny.gov — seand(a-southoldtownny.gov. APPLICATION FOR ELECTRICAL INSPECTION , ' ELECTRICIAN INFORMATION (All Information Required)_ Date: =�l '011 ; Company Name: Electrician's Name: License No.: Elec. email: 6 Elec. Phone No: ' ,�r(— 3 3S I request an email copy Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: 2II Address: �� L�e� �r f Cross Street: 9 i Phone No.: -Bldg.Permit#: email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print.Clearly): Cf 31 le VU 1 � you, Square Footage: Circle All That Apply: Is job ready for inspection?: 0 YES 0 O ❑Rough In ❑ Final Do you need a Temp Certificate?: 0 YES ❑ NO Issued On Temp Information' (All information required) Service Size 1 Ph❑3 Ph Size: 300 A # Meters Old Meter# New Service[]Fire Reconnect❑Flood Reconnect[—]Service Reconnect❑Underground❑Overhead # Underground Laterals 1 Frame Pole Work done on Service? Y Additional Information, PAYMENT DUE WITH APPLICATION IJ) �� I 4 PERMIT# r r � Switches f Outlets G F I's �� Surface Sconces `� rte•n H H's I r : UC Lts Fans ' Frid"gj HW Exhaust/ ` Oven W/D ' Smokes DW Mini Carbon ',: Micro Generator. Combo C Cooktop Transfer AC- AH 11/� Hood Service I( l n"" : Am Have Used Special: V S �vV111 4 OA Comments: _ r� d A� U1C��1�' �C'1E]E . Scott A. Russell '7C'c �][�.I�� . . . SUPERVISOR �- 1�MIA NAGIE�� (ENT,_ . SOUTHOLD TOWN HALL-.P.O.Box 1179 p '53095 Main.Road-SOUTHOLD,NEW YORK 11971 �' Town of Southold P'E'ER-2316 .W. S,' QLZ,, tA1 j-AG I TI ' '; 3 SH 'T ' ( TO BE COMPLETED I3Y THE APPLICANT) DOES THIS PR03ECT (NTE 01XL E .ANY of TPIE ,.li®T:LOWING:, (CHECK All. THAT APPLY) Yes No . A. Clearing, grubWng, .grading or stiripp ng of .Iand which affects mare ' than 5,000 square feet of,ground surface. B. Excavation or filling involving more than 200 cubic yards of material Within any parcel or any contiguous area. E] C. Site preparation on slopes which exceed 10 feet vertical,.rise to 100 feet of, horizontal distance. D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. i .. E. Site. preparation'wii 17in the ore-hundreal-year..floodplainas depicted ' F. Installation of new or resurfaced impervious surfaces of'1;0;00 square feet or more unlessPP rior approval of a Storm�vater,M, rn anageent P - i Control Plan was .received by the Town and the;proposal includes , in-kind replacement of impervious surfaces. If you`answered NO to all of the questions above, STOP!, Complete the Applicant sectibn.below,witli your Name, Signature,'Contaet„Informatlon, Date & County Tai:XN p NumbitY Chapter,236 does;not,Apply to,your project. If you answered YES to I one or more of the above, please submit Two copies of a�Stormwatex.Management.Control:Plan and a complete:Check_Listform to the Building Department rvitfi'your.Building Permit,Applieation. APPLICAtVT, (Property Owner,Design Professional,Agent,Contractor,Other) &C—T.M. #' QLO nn Bate NAME e�t'�� o ( 1 Section Block, Lot �3 3---1U,0 i a_ (i or�.Yf k)y B d 70-7 CAWW' �Q r p ”""'' FOR BUILU NG'DEPAR'T'MENT USE. ONLY "' Contact lnformatiom (a✓z l�2�J —C Mq Cel ro>n�,wmmt , 'Reviewed By: Date: T?ror.i _<Address../,Location of Construction Work: -. -- — -- — — — -- - -- - - — — A}iprovrcl"'l'iirproceSaCri�'Buil'ctiri'�f'�rrtstt;—___..._......__..._ vStormwater Management Control Plan Not Required. Stormwater Managem0l Control Plan is Required. (Forward to Engineering Department for Review.) FORM SMCP-TOS MAY 2014 , APPLiCANT: fRroperty Owner.Design Protessionai,.AgenY,Contractor.Otbrd S.C.T.M.O: 1000 q TER .�J6_. (�, .. _ _4 � ffi Y $ F,MaI meet R Y��$1�� ':€int Pia_ ::. ECK LIST e NAME 1 LQ 5 5ecitan- .Btock Int -- - . ,; s ,�a,,;,„ _ , t : S IVI G-P -Plan Requirements:-Provide=,ONE copy of the Buil ing Permtt Application. c Date . _* The applicant must provide a Complete Explanation andfo Reason for not providing —a�0 all lnformatioii that has been Regulred by the,foltowing Chec list! :renie 7q.xrvumexr. - A Site Plan drawn to,kai.e Not Less that 60'to,the inch MUST if You amwered'No o'NA to-an Item,Please Prov a Justification Here! YES NO: ,NA y show all[of the following items. If you need additional.room for explanations,Please: rovide'additional Paper: a. Location&Descri tion:of,Property Boundaries" -b., Total Site Acreage. c. -6 iAln,=N.6tural°& Man;Made Features-Within-500 L.F. 6f,the Site Boundary as.required by§2as-i7(cN2t. - d. 'Test.H61e,Data lndtcating-Soil CharaciertsEtcs&Deptki.to Gcound Ivester, e. :Liinits=of Clritg`-&•.Area of P17000 Eu f. -Existing 9.-Woposed Contours'of the_Site tNtinimurrizintermid I. g. Loc 1iiOn of-611 existing&proposed structures;rt}ads, . driveways, sidewalks,drainage improvements&utilities. ; h. Spot-Gi ades&Finish Floor Elevations-for all existing proposed structures. - 1 I. La: fion:bf proposed Swimming Pool and discharge-_ring. _ - l j. Location'of proposed Soll Stock ile Area(s). k. Location-of proposed.Constriction=EntraricefStagir. Area(s). !. Location 2LLI o osed-concrete'washout-area(s). _ M. Location-of all.proposed erosion&sediment control.measures. i 2, stormwater Management'Control;Plan'must,include Calculations showing i that the stormwater improvements aresized to capture,store;and Infiltrate i on-site the-run-off from all impervious surfaces generated by a two(Z)inch rainfall/storm event. 3. Details 8 Sectional Drawings for stormwaterprnctices are rgquired for approval. j Items requiring details-shall include but not be limited to 3 a. Erosion imen ontro s. b. Construct ion_Entrance"&Site Access. c. Inlet Drainage Structures (e.g.catch basins,trench drains,etcl d. leaching Structures (e. infiltration-basins.swalm.etc.) FYXI EyGINEERING DEPARTMENT USE ONLY = Additional Information.is Reu!red, T i Reviewed& f � I 9tormwiter Martgement Controf P1a is-Not_Complete. Approved By: I — — —- — — — _. p 1 _ l , Stormwater Management Control Plan. isComA)ete. Date: 1 I SMCP.has been ap' roved by the Eng veering Department. i. t . FORM'R SWCP Check List-TOS,MAY 2014 'Townb -. . Mail Annex 54375 Main Road °, t r-' • Telephone(631)785-1802 1179 ._ :., '= Fax (631)16S 9502 - Southold, NY 19971-0958 G, t ,•iii��,�'�n5^.•�Rsro }A�i < ' BUILDING DEPARTMENT. NOTICE OF-UTILIZATION OF.TRlJSS TYPE:CONSTRtlCTION PRE-ENGINEERED? d- Q CO (STIR CTION AP�C3/0W.TI ER GN TRUCTION Date. —ZS- 2- -Owner: Owner: _..?e- -e✓ 0. r-- �..-_. _...._ ...�._.... Location of Pro e P dY: .W.__L_wlI cep n< d Please tie notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure _ Rehabilitation,to an existing commercial or residential:structure to be constructed or performed at the subject property reference above will.utllize (check applicable line): Truss type construction (TT) _...._..-._...._...__._ Pre-engineered good construction (PIN) Timber construction (TC) in the following.location(s) (check applicable line}: Floor framing, including girders and beams('F) Roof framing.( ) Floor and roo frami g (FR) Signature,: .......... 'NameN Name(person submit ' thls,form): ___--..{_._._ _._....._.e Capacity(check applicable line): Owner -_ Owner representative TrussRe41.5.doox Wective 1/1/2015 rGenerated-by �EScAlceck-WWF 5� #ware Cor ptiance Certificate Project Soreft Residence Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 3,208 ft2 Glazing Area. 20% Climate Zone: 4 (5.57.2 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Ackerly Pond Rd Peter Sorell robert higgins architect Southold, NY 50 hidden acres path wading river, NY 11792 Compliance: 33.5%Better Than Code Maximum UA: 565 Your UA: 489 Maximum SHGC: 0.40 Your SHGC: 0.30 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code'trade-oft rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum code home. Envelope_Assembti�es Gross Area cavity Cont. Prop. Req, Prop. Req. Assembly or Peeimeter Ceiling: Cathedral Ceiling 3,210 38.0 0,0 0.027 0.026 87 83 Wall:Wood Frame, 16" o.c. 2,731 21,0 0.0 0.057 0.060 119 126 Door:Solid Door(under 50%glazing) 80 0,400 0.320 32 26 Door 1:Glass Door(over 50%glazing) 149 0.300 0.320 45 48 SHGC: 0.30 Window:Wood Frame SHGC: 0.30 410 0.300 0.320 123 131 Floor:All-Wood Joist/Truss 3,208 38.0 0.0 0.026 0.047 83 151 Compliance Statement: The proposed building,design descri6hisnsistent with the building plans,specifications, and other calculations submitted with'the permitapplication.The prophas been designed to.meetthe.2018 IECC requirements.in REScheck Version: REScheck-Web and to°•comply with the mirerne. d In the REScheek Inspection Checklist. robert higgins archtect 6/28/2021 Name-Title Date Project Title: Soreli.Residence Report date: 06/28/21 Data filename: Pagel of 9 REScheck Software VelrsibmREScheck-Web Inspection Checklist L� J Energy Code: 2018 IECC Requirements: 94.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed.Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified i Field Verified Pre-Inspection/Plan Review - Value Value Complies?' CommentsLAssuinptions 103.1, Construction drawings and ❑Complies Requirement will be met. 103.2 documentation demonstrate E]Does Not [PR1]1 energy code compliance for the building envelope.Thermal ❑Not Observable envelope represented on ❑Not Applicable construction documents. 103,1,r_Construction drawings and _ �� OComplies _Requirement will be met. 103.2, documentation demonstrate 0Does Not 403.7 energy code compliance for [PR3]1 Irlighting and mechanical systems. ❑Not Observable Systems serving multiple ONot Applicable dwelling units must demonstrate compliance with the IECC Commercial Provisions. _ 302.4 Heating and cooling equipment is Heating: ^Heating: ❑Complies Requirement will be met. 403.7 sizedper ACCA Manual S-based Btu/hr Btu/hr []Does Not [PR2]2 on loads calculated per ACCA Cooling: Cooling: 'Manual J or other methods Btu/hr Btu/hr []Not Observable approved by the code official. ❑Not Applicable Additional Comments/Assumptions: I High Impact(Tier 1) 2 rMedium Impact(Tier 2) L�3Low Impact(Tier 3) _J Project Title: Sorell Residence Report date: 06/28/21 Data filename: Page 2 of 9 Section. # MFoundation"Inspection ; Complies? Comments/Assumptions & Re .ID _ 303.2.1. ",A protective covering is installed to ❑Complies Requirement will be met. [FO1i]2protect exposed exterior insulation ❑Does Not and extends a minimum of 6 in.below grade, []Not Observable _ []Not Applicable _ 403.9 ",Snow-and ice-melting system controls DComplies Requirement will be met. [FO12J2 installed. []Does Not DNot Observable 1 []Not Applicable 1{ Additional Comments/Assumptions: �11 High Impact(Tier 1) 2]_ Medium Impact(Tier 2) F3-1Low Impact(Tier 3) Project Title: Sorell Residence Report date: 06/28/21 Data filename: Page 3 of 9 Section Plans Verified :Field Verified# Final Inspection Provisions ValueValue Complies? Comments/Assumptions Req.ID ___,,_...I� 402.1.1, Ceiling insulation R-value. R- R- ❑Complies See the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.2, 402.2.6 ❑ Steel ❑ Steel []Not Observable [FI1]1 ❑Not Applicable 303.1.1.1, Ceiling insulation installed per ❑Complies Requirement will be met. 303.2 manufacturer's instructions. ❑Does Not [FI2]1 Blown insulation marked every 300 ft2. ❑Not Observable ❑Not Applicable 40.i.3'_' Vented attics with air permeable ❑Complies Requirement will be met. [17122F, insulation include baffle adjacent - •❑Does Not to soffit and eave vents that extends over insulation. ❑Not Observable __ ___ []Not Applicable 402.2.4 Attic access hatch and door R- `M R- ❑Complies Requirement will'be met. (FI3]1 insulation aR-value of the []Does Not adjacent assembly. ❑Not Observable _ _ ONot Applicable 402.4.1.2 Blower door test @ 50 Pa.<=5 ACH 50 = ACH 50= ❑Complies Requirement will be met. [FI17]1 ach in Climate Zones 1-2,and []Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable 403.3.3 Ducts are pressure tested to cfm/100 cfm/100 ❑Complies Requirement will be met._ [F127]1 determine air leakage with ft2 ft2 ❑Does Not either:Rough-in test:Total leakage measured with a ❑Not Observable pressure differential of 0.1 inch [)Not Applicable w.g. across the system including the manufacturer's air handler enclosure if installed at time of test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch mg.across the entire system including the manufacturer's air handler enclosure. 403.3.4 Duct tightness test result of<=4 cfm/100 cfm/100 ❑Complies Requirement will be met. (FI4]1 cfm/100 ft2 across the system or ft2 ft2 ❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ❑Not Observable tests,verification may need to ❑Not Applicable occur during Framing Inspection. 403.3.2.1 Air handler leakage designated ❑Complies Requirement will,be met. [F12411 by manufacturer at<=2%of ❑Does Not design air flow. . ❑Not Observable ❑Not Applicable 403.1.1 Programmable thermostats ❑Complies Requirement will be met. [FI9]2- installed for control of primary ❑Does Not heating and cooling systems and initially set by manufacturerto ❑Not Observable code specifications. ❑Not Applicable 403.1.2 Heat pump thermostat installed � ❑Complies �Requirement will be met. [F110]2 'on heat pumps. ❑Does Not []Not Observable ❑Not Applicable 403.5.1 Circulating service hot water ❑Complies Requirement will be met. [.FI11]2 systems have automatic or []Does Not accessible manual controls. [)Not Observable �,.... [Not Applicable 1 High Impact(Tier 1) T2 (Medium Impact(Tier 2j G 3 Low Impact(Tier 3) Project Title: Sorell Residence Report date: 06/28/21 Data filename: Page 7 of 9 Section plans Verified f` Field Verified` I # Framing/Rough-In Inspection) Value 4Jalue I Complies? Comments/Assumptions &116q.113 402.1.1, Door U-factor, U- U- ❑Complies See the Envelope Assemblies 402.3.4 ❑Does Not table for values. [FR1]1 a , ❑Not Observable ONot Applicable 402.1.1, Glazing U-factor(area-weighted U- U_ OComplies ` see the Envelope Assemblies 402.3.1, average). ❑Does Not table for values. 402.3.3, 402.5 ❑Not Observable [FR2]1 ❑Not Applicable 303.1,3 Ufactors of fenestration products.'' - ElComplies Requirement will be met. [FR4]1 are determined in accordance ❑Does Not Sal with the NFRC test procedure or taken from the default table. ONot Observable _42.4. _ONot Applicable 42.4,1.1 Air barrier and thermal barrier ❑Complies [FR23]1 installed per manufacturer's ODoes Not instructions. - (]Not Observable ONot Applicable 402.4.3 Fenestration that is not site built - OComplies Requirement will be met, [FR20]1 is listed and labeled as meeting ❑Does Not zap AAMA/WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC ❑Not Observable 400 that do not exceed code ONot Applicable _limits. 4b2,45 IC-rated recessed lighting fixtures V OComplies Requirement will be met. [FR16]2 sealed at housing/interior finish -ODoes Not and labeled to indicate s2.0 cfm . leakage at 75 Pa. ❑Not Observable ONot Applicable 403.3.1 Supply and return ducts in attics ❑Complies Requirement will be met. (FR12]1 insulated >= R-8 where duct is ❑Does Not 01 >= 3 inches in diameter and >= R-6 where<3 inches.Supply and ❑Not Observable return ducts in other portions of ONot Applicable the building insulated >= R-6 for diameter>=3 inches and°R-4.2 for<3 inches in diameter. 403.3.2 Ducts, air handlers and filter �� OComplies Requirement will be met. [FR13]1 boxes are sealed with ❑Does Not i joints/seams compliant with International-Mechanical Code or []Not Observable International Residential Code, as . " ❑Not Applicable applicable. _ 403.3.5. Building cavities are not used as []Complies Requirement will be met. (FR15]3 ducts or plenums. ❑Does Not �i ❑Not Observable _ ONot Applicable_ 403.4 +HVAC piping conveying fluids R- R- ❑Complies Requirement will be met. [FR17]2 above 105 4F or chilled fluids ❑Does Not below 55¢F are insulated to zR- 3 ❑Not Observable ONot Applicable 403.4.1 ' Protection of insulation on HVAC ..❑Complies Requirement will be met. [FR24]1 piping. "❑Does Not $. ❑Not Observable ONot Applicable 403,5.3 Hot water pipes are insulated to R- R- � ❑Complies + Requirement will be met. (FR1812 zR-3. ❑Does Not []Not Observable ONot Applicable 11 High Impact Medium Impact(Tier 2) !.3. Low Impact(Tier 3) Project Title: Sorell Residence Report date: 06/28/21 Data filename: Page 4 of 9 Section Plaits Verified i~ield.Verified ' # . Fiamirtg%Rough,in inspection. Compl'ies? Comments/Assumptions &.Req.lD T Value Value - 403.6 Automatic or gravity dampers are, ocomplies Requirement will be met. [FR19jz'_ •installed on all outdoor air '[:]Does Not intakes and exhausts. ' ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) ',3 1_ow Impact(Tier 3) Project Title: Sorell Residence Report date: 06/28/21 Data filename: Page 5 of 9 Section Plans Verified Meld Verified' # Insulation Inspection ) value Value I C®mpli'es? Comments/Assumptions 303.1 All installed insulation is labeled OComplies [IN13]2 or the installed R-values ODoes Not provided. •❑Not Observable ONot Applicable 402.1.1, Floor insulation R-value. R- R- OComplies See the Envelope Assemblies 4012,6 O Wood ❑ Wood ODoes Not table for values. [IN1]1 ❑ Steel ❑ Steel ❑Not Observable •ONot Applicable 303.2, Floor insulation installed per w EComplies _Y Requirement will be met. 402,2.8 manufacturer's instructions and ❑Does Not [IN2]1 in substantial contact with the underside of the subfloor,or floor ❑Not Observable framing cavity insulation is in []Not Applicable contact with the top side of sheathing, or continuous insulation is installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. 402.1.1, Wall insulation R-value.If this is a R- R- OCompiies See the Envelope Assemblies 402,2,5, mass wall with at least 1/2 of the O Wood ❑ Wood •ODoes Not table for values. 402,2.6 wall insulation on the waft O Mass ❑•Mass []Not Observable [IN3]1 exterior,the exterior insulation VP applies (FR10). ❑ Steel F-1 Steel ❑Not Applicable 303.2 Wall insulation is installed per ❑Complies Requirement will be met. [IN411 manufacturer's instructions. ❑Does Not []Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) I Project Title: Sorell Residence Report date: 06/28/21 Data filename: Page 6 of 9 Section Final inspection Provisions I Plans Verified Field Verified & Ite .ID�� p J Value Value I Compfi®s? Comments/Assumptions 403,6.1` All mechanical ventilation systemI❑Complies Requirement will'be met, (F125]2 'fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy and air flow limits per Table ❑Not Observable 11403.6.1, _ ❑Not Applicable 403,2 ` ''Hot water boilers supplying heat ❑Complies Requirement will be met. [F126]2 . through one-or two-pipe heating []Does Not systems have outdoor setback control to lower boiler water ❑Not Observable temperature based on outdoor ❑Not Applicable temperature, _ 403.5,1,1 Heated water circulation systems ❑Complies Requirement will be met.^� [FI28]2 have a circulation pump.The ❑Does Not system return pipe is a dedicated return pipe or a cold water supply ❑Not Observable pipe, Gravity and thermos- ❑Not Applicable syphon circulation systems are not present,Controls for circulating hot water system pumps start the pump with signal for hot water demand within the occupancy.Controls -automatically turn off the pump when water is in circulation loop is at set-point temperature and no demand for hot water exists. 403.5,1.2 ,Electric heat trace systems ❑Complies Requirement will be met. [FI29]2 ._comply with IEEE 515.1 or UL ❑Does Not 515. Controls automatically adjust-the energy input to the ❑Not Observable heat tracing to maintain the ❑Not Applicable desired water temperature in the piping 403.5.2 Demand recirculation water y ❑Complies Requirement will be met. [FI30]2 systems have controls that ❑Does Not manage operation of the pump and limit the temperature of the ❑Not Observable water entering the cold water '❑Not Applicable piping to<= 1049F. 403.5.4 Drain water heat recovery units ❑Complies Requirement will be met. [F131]2 tested in accordance with CSA ❑Does Not B55.1.Potable water-side pressure loss of drain water heat ❑Not Observable recovery units<3 psi for ❑Not Applicable individual units connected to one or two showers. Potable water- side pressure loss of drain water heat recovery units<2 psi.for individual units connected to three or more showers. 404.1 90%or more of permanent ❑Complies Requirement will be met, (F1611 fixtures have high efficacy lamps. ❑Does Not ❑Not Observable ❑Not Applicable 404.1.1 Fuel gas lighting systems have ❑Complies Requirement will be met. [F123)3 no continuous pilot light. []Does Not J]Not Observable ❑Not Applicable 401,3 Compliance certificate posted. ❑Complies Requirement will be met, [FII]2 []Does Not []Not Observable []Not Applicable High Impact(Tier 1) ••,2;)Medium Impact(Tier 2) 3' Low Impact(Tier 3) Project Title: Sorell Residence Report date: 06/28/21 Data filename: Page 8 of 9 Sectlon # Final Inspection �I.isions Plans Verified I Field:Verified Como es? Coaa�ments/Assuan Mons & Re .ID . Value Value p 303:3- Manufacturer manuals for ❑Com,piies Requirement will be met. GF'a18j ,: -'•mechanical and water heating ; 'Oboes Not systems have been provided, []Not Observable ❑Not Applicable Additional Comments/Assumptions: Ll High impact(Tier 1) '2 ,Me(� ilium Impact(Tier 2) ! �, Low Impact(Tier 3) Project Title: Sorell Residence Report date: 06/28/21 Data filename: Page 9 of 9 201:8 l ECC n rgy E ff l .lency Certificate InsulEivoti Kati Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 38.00 Ceiling/Roof 38.00 Ductwork Junconditioned spaces.): Poor Rating . lNindow 0.30 0.30 Door 0.30 0.30 .. Efficiency Heating System: Cooling System: Water Heater: Name: Date: Comments Leeds Expediting .134 Sequoia Drive Coram,New York 11727 631-509-4248 JenniferLeeds0255@gmail.com July 25, 2021 Town of Southold Town Clerk's Office Town Hall 54375 NYS Route 25 Southold,NY 11971 Re: 1970 Ackerly Pond Lane, Southold SCTM# 1000-69-3-10.2 Dear Reviewer: Enclosed herein you will find an application, SCDHS approved plan/survey and check for construction of a septic tank for a new residential construction at the above-mentioned location. If you require any additional information or have any questions regarding this application,please do not hesitate to call or email me. Yours very truly, nnifer L ed Leeds Expediting 134 Sequoia Drive Coram,New York 11727 631-509-4248 JenniferLeeds0255@gmail.com July 25, 2021 Town of Southold Building Department Town Hall P.O. Box 1179 54375 NYS Route 25 Southold,NY 11971 Re: 1970 Ackerly Pond Lane, Southold SCTM# 1000-69-3-10.2 Dear Reviewer: Enclosed herein you will find an application for new residential construction at the above-mentioned location. The following is enclosed for your review: • Building Permit Application for a Single-family dwelling/Owners Authorization • Consent to Inspect • Application for construction of a Septic Tank—for Clerk's Office • Truss form • Application for Certificate of Occupancy • Copy of the filed Deed • Proof of Contractors Insurance -pending • Storm Water Management Work Sheet with 2 copies of the plans • Suffolk County Department of Health Services Permit#R-20-1592 • Survey of Property • 4 sets of Construction Plans with energy compliance/RES check If you require any additional information or have any questions regarding this application, please do not hesitate to call or email me. Yours very truly, e iifer Lee s Nunemaker, Amanda From: Michaelis,Jessica Sent: Thursday,August 12, 2021 8:29 AM To: Nunemaker,Amanda Subject: FW: Beach Plum Homes Please see Heather's response below. From: Lanza, Heather<heather.lanza@town.southold.ny.us> Sent:Wednesday,August 11, 202112:37 PM To: Michaelis,Jessica <jessicam@southoldtownny.gov> Subject: RE: Beach Plum Homes Su ,^-.,C&R# 5 has been met.Town bought the development rights on Lot 1 3-10.2 and 10.8 are not separate recognized lots.They are Lot 1The tax parcels were created when the development rights were purchased by the Town. They should both be in the same ownership and considered one lot by Town Lot Recognition 280-9. (the Town has started putting these back into single tax parcels—I'll let the Assessors know this one qualifies for that,but they are recognized already as one single lot by virtue of the subdivision approval and filed subdivision map). so ote C&Ritem 15. Driveways are supposed to be of pervious materials.. &R item 12: e have no evidence that a SPDES permit was obtained.You may want to check with the Town a out the importance of having one in this location for the three lots that have not yet been developed. And if one is required, then the applicant will need to provide proof of it, or provide something from the DEC that it isn't necessary. From: Michaelis,Jessica Sent:Tuesday,August 10, 20212:08 PM To: Lanza, Heather<heather.lanza@town.southold.ny.us> Subject: Beach Plum Homes TownOfSouthold\Planning Department\Applications\Conservation Subdivision\Approved\1000-69-3-10.1 Building Department is asking if items#5 and#12 of the C&R's have been met. I IN- 11111111 IN 1111111111 IN 11111 II II 1111111111111111111111111 SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: DECLARATION/DOP Recorded: 08/16/2006 Number of Pages: 6 At: 04:10:24 PM Receipt Number : 06-0080541 LIBER: D00012464 PAGE: 913 District: Section: Block: Lot: 1000 069.00 03.00 010.001 EXAMINED AND CHARGED AS FOLLOWS Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $18.00 NO Handling $5.00 NO COE $5. 00 NO NYS SRCHG $15.00 NO TP-584 $0. 00 NO Notation $0.00 NO Cert.Copies $5. 00 NO RPT $30.00 NO SCTM $0.00 NO Fees Paid $78.00 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL Judith A. Pascale County Clerk, Suffolk County I' � I I IIIIIIIIIIIIVIIIVIIIVIIIVIIIVIIIVIIIVIIIIIIIIIII � 111111 VIII(IIII IIII IIII � I i I I i SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE i I Type of Instrument: DEED Recorded: 05/03'/2021 Number of Pages : 5 At: 03 : 08j: 07 PM i Receipt Number : 21-0086882 TRANSFER TAX NUMBER: 20-30828 LIBER: D00013102 PAGE : 592 District: Section: Block: Lot: 1000 069 . 00 03 . 00 010 . 008 EXAMINED AND CHARGED AS FOLLOWS Deed Amount: $8^v0,Q00 . Cu Received the Following Fees For Above Instrument Exempt Exempt Page/Filing . $25 . 00 NO Handling $20 . 00 NO COE $5 . 00 NO NYS SRCHG $15 . 00 NO EA-CTY $5 . 00 NO EA-STATE $250 . 00 NO TP-584 $5 . 00 NO Notation $0 . 00 NO Cert.Copies $0 . 00 NO RPT $400 . 00 NO Transfer tax $3,200 . 00 NO Comm.Pres $3,540 . 00 NO Fees Paid $7 ,465 . 00 I I TRANSFER TAX NUMBER: 20-30828 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL i I JUDITH A. PASCALE County Clerk, Suffolk County I I I I I { I i S FiVI Number of pages REC=ORDED 2021 Mau 03 03:08;07 P11 JUDITH A. PASI=ALE This document will be public CLERK O record. Please remove all SUFFOLK COUNT`) Social Security Numbers +..- D O01..'1ir2 P 5,32 prior to recordin u '20-7-0828 r Deed/Mortgage Instrument Deed/Mortgage Tax Stamp Recording/ Filing Stamps 3 1 FEES Mortgage Amt. Page/Filing Fee 1. Basic Tax Handling 20. 00 2. Additional Tax TP-584 5 Sub Total Spec./Assit. Notation or EA-52 17 (County) Sub Total Spec. /Add. EA-5217(State) TOT. MTG.TAX Dual Town Dual County R.P.T.S.A. ®bL , Held forAppointment Comm. of Ed. 5. 00 ; Transfer Tax `�- --� Mansion Tax Affidavit �� + . IN�p � The property covered by this mortgage is Certified Copy or will be improved by a one or two NYS Surcharge 15. 00 family dwelling only. Sub Total YES orNO Other ��- " Grand Total If NO, see appropriate tax clause on page # of this instrument. 4 Dist.1000 21025459 $ Community Preservation Fund Real Property P T Snsideration�Amount Tax Service R SMI A II 111111 I�IIIIIIII��IIIIIIIIIIIII1 Agency 03-MAY-2 P Tax Dule $ ? - Verification Improved Satisfactions/Discharges Releases List Property owners Mailing Address 6 RECORD&RETURN TO: Vacant Land Christopher Modelewski, PC TD Attorney At Law 44 Elm Street, Suite 18 TD Huntington, New York 11743 TD mf)4- Mail to: Judith A. Pascale, Suffolk County Clerk Title Company Information 310 Center Drive, Riverhead, NY 11901 Co. Name www.suffoll<countyny.gov/clerk Title# 21-TWA-73664-S 8 Suffolk County Recording & Endorsement. Page This page forms part of the attached Bairgain and Sale Deed made by: (SPECIFY TYPE OF INSTRUMENT) Flower Hill Building Corporation The premises herein is situated in SUFFOLK COUNTY, NEW YORK. TO In the TOWN of Southold Peter Byron Sorell and Kristin Ann Sorell In the VILLAGE or HAMLET of Southold BOXES 6 THRU 8 MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING. over BARGAIN AND SALE DEED WITH COVENANT AGAINST GRANTOR'S ACTS (INDIVIDUAL OR CORPORATION) STANDARD NYBTU FORM 8007 CAUTION:THIS AGREEMENT SHOULD BE PREPARED BY AN ATTORNEY AND REVIEWED BY ATTORNEYS FOR SELLER AND PURCHASER BEFORE SIGNING. THIS INDENTURE, made the P1 day of RP P—' f 2021 between FLOWER HILL BUILDING CORPORATION,a New York Corporation having an office and principal.place of business at 353 Split Rock Road, Syosset,NY 11791 party of the first part, and PETER BYRON SORELL and KRISTIN ANN SORELL � ,-a residing at 123 Pinehill Road,Port Jefferson,NY 11777 party of the second part, WITNESSETH,that the party of the first part, in consideration of Ten Dollars and other lawful consideration, lawful money of the United States, paid by the party of the second part, does hereby grant and release unto the party of the second part,the heirs or successors and assigns of the party of the second part forever, ALL that certain plot, piece or parcel of land,with the buildings and improvements thereon erected, situate, lying and being at Southold, Town of Southold, County of Suffolk and State of New York. SEE SCHEDULE `A' ATTACHED HERETO AND MADE A PART HEREOF Being part of the same premises described in the deed dated 02/08/1985 and recorded 02/28/1985 in Liber 9743 at Page 560. This transaction is made in the regular course of business by the party of the first part. TOGETHER with all right,title and interest, if any, of the party of the first part in and to any streets and roads abutting the above described premises to the center lines thereof, . TOGETHER with the appurtenances and all the estate and rights of the party of the first part in and to said premises, TO HAVE AND TO HOLD the premises herein granted unto the party of the second part, the heirs or successors and assigns of the party of the second part forever. AND the party of the first part, covenants that the party of the first part has not done or suffered anything whereby the said premises have been encumbered in any way whatever, except as aforesaid. AND the party of the first part, in compliance with Section 13 of the Lien Law, covenants that the party of the first part will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the same first to the payment of the cost of the improvement before using any part of the total of the same for any other purpose. The word "party" shall be construed as if it read "parties" whenever the sense of this indenture so requires. IN WITNESS WHEREOF, the party of the first part has duly executed this deed the day and year first above written. Flower ing Corporation By: homas Ulil, Secretary/ reasurer NYSBA Residential Real Estate Forms on HotDocs' (9/00) Copyright Capsoft'Development -1- STATE OF NEW YORK ) as.. COUNTY OF SUFFOLK ) On the day of ��, in the year 2021, before me,the undersigned personally appeared Thomas Uhl,personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to the that he executed the same in his capacity, that by his signature on the instrument,the individual, or the person upon behalf of which the individual acted, executed the instrument. rAr NOTA PUBLIC JOAN M.OUVO Notary Public,State of New York No.01 OL5006874 Qualified in Suffolk County Commission Expires January 11,20 DEED District 1000 Title No. Section 069.00 Block 03.00 FLOWER HILL BUILDING Lot 010.002 & 010.008 CORPORATION County or Town SUFFOLK To SORELL Return By Mail To: Christopher Modelewski, P.C. 41 Elm Street, Suite 18 Huntington, NY 11743 Reserve This Space For Use Of Recording Office NYSBA Residential Real Estate Forms on HotDoeso(9/00) Copyright Capsofi'Development -2- 1 i Titlell orks Abstract, Inc. Title No. 21-TWA-73664-S SCHEDULE A ALL that certain plot,piece or parcel of land, situate, lying and being in at Southold,in the Town of Southold, County of Suffolk and Stale of New York, known and designated as "Lot#1 Development Rights to be Sold to the Town of Southold" and "Bldg. Envelope" as both are shown on a certain map entitled, "Map of Flower Hill Bldg. Corp. Cluster Conservation Subdivision of Beach Plum Homes" and filed in the Office of the Clerk of the County of Suffolk on November 1, 2006 as Map No. 11458,being bounded and described according to said map as follows: BEGINNING at a point on the west side of Main Road(S.R. 25) adjoining land now or formerly of Faszczewski on the south, said point of beginning being northerly 425.00 feet, more or less, from the northerly side of Ackerly Pond Road, formerly Bowery Lane; and from said point of BEGINNING; RUNNING THENCE along said land now or formerly of Faszczewski, the following two (2) courses and distances: 1. North 79 degrees 56 minutes 20 seconds West, 95.90 feet; 2.North 82 degrees 01 minute 40 seconds West, 104.10 feet; RUNNING THENCE continuing along land now or formerly of Baker,the following three (3) courses and distances: 1. North 81 degrees 01 minute 30 seconds West, 473.01 feet; 2.North 78 degrees 37 minutes 50 seconds West, 312.63 feet; 3. South 07 degrees 59 minutes 20 seconds West, 545.31 feet to Ackerly Pond Lane; RUNNING THENCE along said Ackerly Pond Lane, the following four (4) courses and distances: 1.North 77 degrees 40 minutes 50 seconds West, 59.09 feet; 2. North 61 degrees 16 minutes 50 seconds West, 162.61 feet; 3. North 38 degrees 44 minutes 00 seconds West, 692.13 feet; 4. North 39 degrees 43 minutes 50 seconds West, 380.16 feet to lands now or formerly of Diller; RUNNING THENCE along the lands now or formerly of Diller, the following two (2) courses and distances; The policy to be issued under this report will insure the title to such buildings and improvements erected on the premises which by law constitute real property. TOGETHER with all the right,title and interest of the party of the first part,of,in and to the land lying in the street in front of and adjoining said premises. 18 Fairview Street*Huntington,NY 11743 Phone(631)549-7300*Fax(631)425-1264 I TitleWorks Abstract, Inc. Title No. 21-TWA-73664-S SCHEDULE A 1. South 88 degrees 11 minutes 20 seconds East, 401.38 feet; 2. North 16 degrees 05 minutes 10 seconds East, 368.80 feet to land now or formerly of "Southold Villas, Section 2" File No, 9237; RUNNING THENCE along said lands, South 75 degrees 43 minutes 10 seconds East, 757.92 feet; RUNNING THENCE South 12 degrees 40 minutes 40 seconds West, 325.00 feet; RUNNING THENCE South 77 degrees 19 minute's 20 seconds East, 452.00 feet; RUNNING THENCE North 12 degrees 40 minutes 40 seconds East, 314.48 feet; RUNNING THENCE South 81 degrees 12 minutes 30 seconds east, 167.11 feet to land now or formerly of Burnett; RUNNING THENCE South 12 degrees 40 minutes 40 seconds West along said land now or formerly of Burnett and later along land now or formerly of Zanganas, 276.44 feet; RUNNING THENCE South 81 degrees 16 minutes 50 seconds East along said land now or formerly of Zdnganas, 200.00 feet to the west side of Main Road(S.R. 25); RUNNING THENCE South 11 degrees 36 minutes 20 seconds West along said west side of Main Road(S.R. 25), 275.07 feet to the point or place of BEGINNING, For Informational Purposes Only: Being part of the same premises described in the deed dated 02/08/1985 and recorded 02/28/1985 in Liber 9743 at Page 560. Said premises is known and designated as District 1000, Section 069.00, Block 03,00, Lots 010.002 and 010.008. The policy to be issued under this report will Insure the title to such buildings and improvements erected on the premises which by law constitute real property. TOGETHER with all the riglit,title and interest of the party of the first part,of,in and to the land lying in the street in front'of and adjoining said premises. 18 Fairview Street*Huntington,NY 11743 Plione(631)549-7300*Fax(631)425-1264 c� • 2 RECORDED Number of pages 2006 Aug 16 04.10:"4 PM TORRENS 3udi tF A. Pascale CLERK OF Serial# SUFFOLK COUNTS' L D00012464 Certificate# P ?iv Prior Ctf.# Deed.Mortgage Instrument Deed/Mortgage Tax Stamp Recording/Filing Stamps 3 FEES Page/Filing Fee Mortgage Amt. 1.Basic Tax _ Handling 5.90 2.Additional Tax TP-584 Sub Total Notation Spec./Assit. !� or EA-5217(County) Sub Total N J Spec./Add. TOT.MTG.TAX _ EA-5217(State) Dual Town— Dual County R.P.T.S.A. Held for Appointment Transfer Tax —_ Comm.of Ed. 5. 00 Mansion Tax o � Affidavit �f�, �� The property covered by this motgage is F ��T or will be improved by a one or two Certified Copy 5 family dwelling only. ReYES or NO g. opy Sub Total If NO,see appropriate tax clause on Other Grand Total page# of this' ent. 4 1 District 1000 Section 69 Block 3 Lot 10.1 5 COnlmunitv Preservation Fund Real 1000 06900 0300 010001 Consideration Amount $ Property Tax Service PTS CPF Tax Due $ Agency F2 LPA A Verification 7t3,�1t1a Improved Vacant Land 6 Satisfaction/Discharges/Release List Property Owners Mailing Address RECORD&RETURN TO: TD Charles R.Cuddy,Esq. TD P.O.Box 1547 Riverhead,NY 11901 TD 7 Title Company Information Co.Name Title# 8 Suffolk County Recording & Endorsement Page This peas forms part of the attached Declaration of Covenants and Restrictions made by: (SPECIFY TYPE OF INSTRUMENT) Flg=RM Roilding Corp. The premisis herein is situated in SUFFOLK COUNTY,NEW YORK. TO In the Township of _Southold 1226ifftuthold In the VILLAGE or HAMLET of BOXES 6 THROUGH 8 MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING. Dear Taxpayer, Your satisfaction of mortgage has been filed in my office and I am enclosing the original copy for your records. If a portion of your monthly mortgage payment included your property taxes,you will now need to contact your local Town Tax Receiver so that you maybe billed directly for all future pEgJ4 tax bills. Local property taxes are payable twice a year: on or before January 10th and on or before May 31 st. Failure to make payments in a timely fashion could result in a penalty. Please contact your local Town Tax Receiver with any questions regarding property tax payment. Babylon Town Receiver of Taxes Riverhead Town Receiver of Taxes 200 East Sunrise Highway 200 Howell Avenue North Lindenhurst,NY 11757 Riverhead,NY 11901 (631)957-3004 (631)727-3200 Brookhaven Town Receiver of Taxes Shelter Island Town Receiver of Taxes 250 East Main Street Shelter Island Town Hall Port Jefferson,NY 11777 Shelter Island,NY 11964 (631)473-0236 (631)749-3338 East Hampton Town Receiver of Taxes Smithtown Town Receiver of Taxes 300 Pantigo Place 99 West Main Street East Hampton,NY 11937 Smithtown,NY 11787 (631)3242770 (631)360-7610 Huntington Town Receiver of Taxes Southampton Town Receiver of Taxes 100 Main Street 116 Hampton Road Huntington,NY 11743 Southampton,NY 11968 (631)351-3217 (631)283-6514 Islip Town Receiver of Taxes Southold Town Receiver of Taxes 40 Nassau Avenue 53095 Main Road Islip,NY 11751 Southold,NY 11971 (631)2245580 (631)765-1803 Sincerely, in �fu 424 //A. 43"� Edward P Ramaine Suffolk County Clerk DECLARATION OF COVENANTS AND RESTRICTIONS THIS DECLARATION,made this �day of A u c cisT ,2006,by FLOWER HILL BUILDING CORP.,a domestic corporation with an office located at 353 Split Rock Rd., Syosset, New York 11791,hereinafter referred to as the DECLARANT: WITNESSETH : WHEREAS,the DECLARANT is the owner in fee simple of certain real property situate at Southold,Town of Southold,County of Suffolk, State of New York,known.and designated on the Suffolk County Tax Map as District 1000-69-3-10.1 and more particularly described on the annexed Schedule A,which real property is the subject of a pending subdivision application; and WHEREAS, for and in consideration of continuing subdivision approval the Planning Board of the Town of Southold has deemed it to be for the best interests of the Town of Southold, the owners and prospective owners of subdivision lots that the within covenants and restrictions be imposed on said lots, and that said Planning Board has required that the within Declaration be recorded in the Suffolk County Clerk's Office; and WHEREAS,the DECLARANT has considered the foregoing and has determined that same will be in the best interests of the DECLARANT and subsequent owners of said lots; NOW,THEREFORE,THIS DECLARATION WITNESSETH: That the DECLARANT for the purpose of carrying out the intentions above expressed,does hereby make known,admit,publish,covenant,and agree that the lots within said subdivision map shall hereafter be subject to the following covenants and restrictions as herein cited,which shall run with the land and shall be binding upon all purchasers and holders of said premises, their heirs, executors,legal representatives,distributees,successors,and assigns,to wit: Page 1 of 4 5 � 1. Clearing restrictions for lots numbered 2 through 5 shall be as shown on the approved and filed subdivision map known as the subdivision map of Beach Plum Homes as prepared by John Metzger. 2. Flower Hill Building Corp., as the owner and developer of the subdivision, shall replace street trees which are substantially deceased or die from natural causes within five(5)years of the filing of the subdivision map. 3. The open space on the subdivision map shall be held subject to a recorded Development Rights Easement in favor of the Town of Southold. 4. In the event the Development Rights Easement sale is not completed pursuant to the approved subdivision map and a copy of the recorded Deed-of Development Rights Easement submitted to the Town of Southold Planning Department,then,in such event,the Planning Board's approval of the subdivision shall no longer be valid. The Town of Southold Building Department shall not issue building permits for any lots on the approved and filed subdivision map until the Development Rights Easement sale is completed pursuant to the approved subdivision map and a copy of the recorded Deed of Development Rights Easement submitted to the Southold Town Planning Department. 6. There shall be no further subdivision of lots 2,3,4 and 5 as shown on the approved and filed subdivision map. 7. No change shall be made to any of the lot lines shown on the approved and filed subdivision map without approval of the Town of Southold Planning Board. 8. By this Declaration,future residents of the lots which comprise the subdivision are advised that the lots may be subject to the noise,dust and odors normally associated with agricultural activities pursuant to Article XXII,Farmland Bill of Rights,of the Southold Town Code. 9. The clustered open space is equal to 4.397 acres and is included within the Development Rights Easement on Lot 1. 10. The building envelopes for Lots 2, 3,4,and 5,shown on the approved subdivision Page 2 of 4 I ! map,are based on the non-conforming setbacks pursuant to Section 100-244(B)of the Town Code. 11. Lots 2,3, 4,and 5,as shown on the approved subdivision map,are subject to a 15'- wide non-disturbance/non-fertilization buffer until completion of construction of a home at the particular lot, after which time, the owner will landscape and maintain the 15'-wide buffer with native trees,plants, and shrubs. 12. Prior to the issuance of building permits for any of the lots shown on the approved subdivi ' map,the property owner shall be required to obtain a General Permit for Storm-Water Runoff from Construction Activity(GP-02-01)administrated by-the New York State Department of Environmental Conservation under Phase II State Pollutant Discharge Elimination System (SPDES)Program. 13. Residential structures on Lot 1 shall be located within the building envelope as shown on the approved subdivision map. 14. Landscaping on Lots 2,3,4, and 5 shall include native plants,disease-resistant and drought-tolerant plants. 15. Pervious driveways shall be used to serve each ofthe lots on the approved subdivision map. 16. The water line easement 10'wide shall remain free of structures. These covenants and restrictions shall run with the land and shall be binding upon the Declarant,its successors and assigns,and upon all persons or entities claiming under them,and may be terminated,revoked or amended by the owner of the'property only with the written consent of the Town granted by a majority plus one vote of the Planning Board after a public hearing. If any section,subsection,paragraph,clause,phrase or provision of these covenants and restrictions shall,by a Court of competent jurisdiction,be adjudged illegal,unlawful,invalid or held to be unconstitutional,the same shall not affect the validity of these covenants as a whole or any other part or provision hereof other than the part so adjudged to be illegal, unlawful, invalid, or unconstitutional. Page 3 of 4 The aforementioned Restrictive Covenants are intended for the benefit of and shall be enforceable by the Town of Southold, State of New York,by injunctive relief or by any other remedy in equity or at law.The failure of said agencies or the Town of Southold to enforce the same shall not be deemed to affect the validity of this covenant nor to impose any liability whatsoever upon the Town of Southold or any officer or employee thereof. The within Declaration is made subject to the provisions of all laws required by law or by their provisions to be incorporated herein and made a part hereof,as though fully set forth.That the within Declaration shall run with the land and shall be binding upon the Declarant and its successors and assigns, and upon all persons or entities claiming under them, and may not be annulled,waived,changed,modified,terminated,revoked,or amended by subsequent owners of the property unless and until approved by a majority plus one vote of the Planning Board of the Town of Southold or its successors,after a public hearing. IN WITNESS WHEREOF, the Declarant above named has executed the foregoing Declaration the day and year first above written. FLOWER HILL BUILDING CORP. (75q COUNTY CLERK'S OFFICE STATE OF NEW YORK SS.: COUNTY OF SUFFOLK I,JUDITH A. PASCALE, Clerk of the County of Suffolk and the Court of Record thereof, do hereby" cert'fy that I have compared the annexed With the original . �.Lr.�e!4,T7d.N.....RECORDED in my office on under LIBER ...........PAGE ..9/3....and, that the same is a true copy thereof, and of the whole of such original. In Testimony Whereof, l have hereunto set y hand and of ed theseal of said County and Court on this .&C.k.-day of. ....... ....... 20....... CLERK....... Page 4 of 4 Commission Expires July 13,20..)a 1814 Middle Country Road Suite D Ridge,NY 11961 Phone 631-345-9427 Fax 631-345-9429 Michael Collins,P.E. September 23, 2021 Engineering Department 53095 Main Road P.O. Box 1179 Southold,NY 11971 RE: 1970 Ackerly Pond Lane, Lot 1,Map of Flower Hill Building Corp Clustered Subdivision of Beach Plum Homes, situated in Southold, Town of Southold,New York. SCTM No. 1000-069-03-010.2&0 10.8 Dear Michael, As shown on our building department survey, the proposed clearing is less than an acre at 43,061 square feet. Also,the site has four proposed drainage systems which will contain all runoff from all impervious and lawn surfaces. Thank you, ]Kenneth H. Beckman, LS D C C� F P n/I I E r. SEP 2 4 2021 _, BUILDING DEPT. TOWN OF SOUTHGLO . r l Nunemaker, Amanda From: Collins, Michael Sent: Friday, September 24, 2021 10:36 AM To: Nunemaker,Amanda Cc: jenniferleeds0255@gmail.com' Subject: FW: 1970 Ackerly Pond Rd., Southold Attachments: ACKERLY POND.pdf,Ackerly Sorell.wps.pdf Amanda: I received an e-mail regarding the proposed construction of a single family residence on SCTM#1000-069-03- 10.2. According to the attached documents,the proposed disturbance associated with this project is 43,061 square feet, which is less than the 43,560 square foot threshold that requires a SPDES construction permit. Therefore,this project only has to comply with Chapter 236 of the Southold Town Code provided that the project does not exceed its proposed limits of clearing. Michael Collins, P.E. Town Engineer Town of Southold (631) 765-1560 hqp://www.southoldtomM.gov/index.aspx?nid=195 CONFIDENTIALITY NOTICE:This communication with its contents may contain confidential and/or legally privileged information. It is solely for the use of the intended recipient(s). Unauthorized interception, review, use or disclosure is prohibited and may violate applicable laws including the Electronic Communications Privacy Act. If you are not the intended recipient, please contact the sender and destroy all copies of the communication. From:Jennifer Leeds<jenniferleeds0255@gmail.com> Sent:Thursday,September 23, 20214:23 PM To: Collins, Michael<michael.collins@town.southold.ny.us> Subject: 1970 Ackerly Pond Rd.,Southold Michael, Attached is the information you required regarding drainage. Ken Beckman wants to mail you hard copies. Should we reference an application number? If yes,please email it to me. Thanks, Jennifer Jennifer Leeds Leeds Expediting Services 134 Sequoia Drive Coram, New York 11727 Office # 631-509-4248 Email-JenniferLeeds0255@gmail.com Website-www.LeedsMediting.com i t ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 2 Nunemaker, Amanda From: Nunemaker,Amanda Sent: Thursday,August 12, 2021 9:01 AM To: Collins, Michael Subject: 1970 Ackerly Pond Lane Southold Hi Michael, I am revieing an application for a proposed dwelling on vacant land (1000-69-3-10.2, Lot 1 of Flower Hill Bldg. Corp Cluster Subdivision)that does have C& R's intact from Planning. One of the conditions states that they are required to obtain a SPDES permit from the DEC. Heather stated that it does not appear they have gotten one and to contact you to see if it is still required. If one is required,can I have them contact you as we do not have any knowledge on that here? Thank you. Amanda Nunemaker Building Permits Examiner Southold Town Hall Building Department 631-765-1802 1 Bunch, Connie From: Glew, Claire Sent: Tuesday, October 19, 2021 9:05 AM To: Bunch, Connie; Lanza, Heather Cc: Michaelis,Jessica Subject: Municity Attachments: 69.-3-10.9.pdf Good morning, Please move any pertinent information on municity as indicated below: Deleted: 69.-3-10.2 & 10.8 Add: 69.-3-10.9 AIso- eather—Did you want to make a notation in Municity that these parcels were merged due to a policy change on Development Rights? The development right parcel will no longer be a separate parcel. I have attached the first page of the property card for you to take a look at. Thanks. Cla xe,(�le�w Assistant to Assessor Town of Southold Board of Assessors (631)765-1937 Phone (631)765-1356 Fax www.southoldtownny.aov claireg(@southoldtownny.gov i °P.a^c "m s wiERl0.4 UEANWT ".e� g3' .�` 'w•Fe �s�Bz• / +°s.,°' 1 wm Q' r 'we. ___ rains u '� a w c �rxn r I '4..1•' �3' 1 /Bl •+� �eeAro+°vrxce a er. �^ W J$V ♦" yy 2V wm \ z / 4¢°V,�` � a ea•�j asoe�"= � � �p a=:a'8�„cn• .cR � "+Ow'r'o- uw ta.ex xwemrar Q�. =•y�Rw 1=ivz'°' $ ' mono p, ,87.,,• d•+,m. ,oa 5 8811'20•E nq ,� _ •emr7°•e asv>a `,...,:a 'siem'=�• ��' /� � `_` \1 '•� � +" e LOT 1 1719 •E TOTAL AREA wr'Vsiuorw 1,011,674 S.F.OR 73.9126 ACRESY S 8 Tll a r®, FS; xriiw i.a�.rm°:°arts a l� IN Q e � 9• N 87171.,W �. 0 � �•r'w' 'nrmaro- 473.01' p?O CERTIFlED 104.10 1Y .P ^:" 82U7'tp• •? SBO vn se= •rt ecr e.F w rt T� a9v uT ° ue wima w wvr I eRo 1,N 76Tis gyp• °'w. A�oF rvrY +nam¢ro Ili.IA-..R. CS•+U-ti� �' ~K ra I Stsrttv Co—Dcwa*+cxr Or MF.in Scwlcu rork�w.s=00=e w ' �cw snv0"vo cvo um+-In nw n vn.•ex n..er.cw. T¢a�rs �: PERNP Fox A—AL Or Cmxerx Pox F.A t�2¢i.r r u_ave°xr.xAx w.rt sA ,wi rwr 'Pj� �iw`�p uc a+ L.Fumy R=smexcF NLY 5 5161FY�d ,we.aev pJ• vnrox=m xPax xmv1A. sxro a.ne W) �:.iow-am w.rt. '1. rc-[as.vnA,10-xzu o.rt n.cev. r lm.,nan GATE u MS.RCF.No. ��zai�ae ar mvitms f5wle Awnou[o luv xxavmsrn aiAmc_om,sr. 3 Fox M—w R BFDx00Ne !o'o>tRI¢0 F(mj� PS iROM MTE Ci APPROVAL 17 vps✓.g __ ur PK mxw'�ari 'All— ¢oSNN¢s _ Er ire Y,xrs SURVEY OF LOT 1 FLOUR HIL BLDG CORP.CLUSIER£D CONSERVARW OF BEACH PLUM NORM h s ys µx� S—I To CovLNN.Ts a Ri—IDT—L- KENNETH H. BECKMAN. L.S. HIED NOYEY6ER 1,]006 FlLE No 11158 �. _ PAi.F .Wn0SOU7AT LD AP7s2p7, IM T wr =.mae s weyD g ena Lana Plennln9 Tau Biddle Cauni y Hoed TOBN OF SOUTHO D rx*e=eW 9v uvwr a aM l'. N.YS11 88D suFFrxx CW/JiY "*A+we°�nrQ x°°a�D.e"wTenn=�s aae"i`°n=no=' (631)345-9427 NEW ttIPK N 77.90•.•y aamms ynnort an-tame PA%(831)346-9429 uAa N�� f HEALTH NOTES: s.n1vATgMS as1a1 PAM TD NAYJ O8 DATUM N� ♦ �+kv LY ��•' semen aB7 N. �.' 2 10, / FRE a THAw7 ° CAyM ARE 911 SS. eam /$• i /4)v � r ._ NO SURFACE wATESG\ °s TLAws mncN 300 FEET of s�oe yp ♦PROPOSED SMOTARY S1"IFAI 6 LAeK �p �p >'•/ ` s G.J •�` � �M�a' �� A 1500 Sc'PTIC 7ANX AND J DOR 5 ERFT.l£AWPOOLS FnvtmlaR CLEANOUT A, m FOR A S BEDROOM MAX DWELLING y m •f ` tea\ L'�M� `I ``�''�• s.ALL POSE DSA SANITARY SYSTEM of 15W N` J� �/ `xr,4r��' '�•�� 5792' � �`'$a`�' C ,a�4>. _ CONNECTED AN 7D PUBUC tYATER SUPPLY Tv •zcry r ` [.� OCR CLXKE TO KA WATER UNE ASR AL gy /} �y4�I '�QZ SEPARADON DWANCE OF 16•. �j.S r J,S,• WHO gggd W/ 0 5cj V / +°T°��"L.♦ y 'sem �` tmo, •o. S�g a07�` R °sw44 ° soNnJ O rsc f px sZo• 40�,• • 70,MOE MIER � $'! /�(t L•J,�Nb 9e$ !� I2Lorz ASeN,,Payer tt9. sBI7YJp• LtE.I9• �{ [OrJOR. LAND Aow cR rc&vMy + wSz A. is ta`0t7 b� ��OP,2•fY_ _ d�P'D•E ` S BLSTr OF NEL1aLo as a L (T QM1 Aav 9+}[r2'n ` ahjt y E`+rz>8 0 `'�UAD a/7 of � 817230° __�R c saorr • 167.11• �°'� t oar♦Aq.roc S 88'11'20'E Y H x'ezKD3,� •n> r�° `ro• -� a v' °T . mac `n�•,�x . 4 .m au• 401.38• 7feF1 �♦,. \M �\` -�� h APS ga _ T,2- Pim. •CT b > N'I �Pl Lor s N IdB7t ab'w 39RTd� +T1s'p'9 _�� . _ (AAD N/F ?$,E No OK NZ �• ACROf� GRAD"--------- AND QF FOR C1O'NSTRVCTAAV L"NIT or wSO Lor 5cv NAND r _`OF � y / aaeoAo� W A& Lor o � ;>c a 4 \req J/ OF �uY d w `dos T920° • 2 LOT 1 �• f h TOTAL AREA= T x ° wm�Lv"osro or 1,041,634 S.F. OR 2pp• 23.9126 ACRES + ! S 8176'su°E oz, 2QL �00 SC'US N.OR 2 4126 QB 97s.2ss sr.OR na2s AGRES �ey 0 rr�CV N N �6375p°W ` Q Y7 �• N 81'01•x. W 1 ,ems . -10 44AV Mme• I" 4s� Q !` �roey�y�, 473.01• �� ', i Jn u CERTIFIED TO: O PETER B.SOF01 AND WISTDi A.S FAT81 C(YcDtT EAST.AG ��T1�° W N•�� 9 DRA NAIL GF_ TITLENORKS A95R7A0T;HC N-I11 7 S19EL No-1 OND REPV&1C NATIONAL TRIS wSAt/LNCE C/A9ANT I 1vc 91, 2Q� DRnE1 A AREA. S.SF;2/12 z LOO;.633 W.FT. Y qe• CRASS AREA..- 78 2/12 X 1571:.125 CU.R O hili EL 29 I TOTAL RFA OAP. 7r8 CU.FL .;• ,f'o,? L75E 2-8'DU,to RF7 ttsa aG .FT.ACT. P. 0LOAM GRASS Rr AAlD/OR OF�•sS,� viDU%L (OL) ROOF AAEA-A026 SF.:2/72 r TOOK-671 CU.c7. DD,STEN CRASS AREA..- 6 Y 2/12 x t5%.125 CU.FT. ANY ZA 61l rll' G. C $UrfOIt:CWNTY DLPAA(cITNT QP N:ALTN LRV,Cri~• TOTAL 10' CAP. 796 CU.FT. 8,., Afir A'IE F/ • , USE 1-10'WA.12 RFf.0 621 C.FT.ACL CAP. ! tr C. PL'AM,T FOR Apt'RINAL OP CO.'."-AuCTtON Fox A ..^ `•~tel a•J $fAGLr FAIGR.Y RCLL9LACL ONLY f/NANDiCRlZED AL•` A4� SAND tt TO JFdS S7ARYEY JS ' S£CTA7V 7203 aF VC AEW YORK STALE (�SYQ� EDVCArOV LAW. pAYt N-f/„±lZl ttS.RLP.Faa F CORZS OF TN6 STNRLE'Y YAP nor GE'ARnST N INE LAAO 91R1£YORs JA:Tm SEAL OR APPaOZLD - NR7SSTDS:RSwuNorSE'COVS�D Folk OF .s BECMONL ' CO TO 8f A SM TRUE COW. a4 C WA%1 S tADlUlE11 JNERECN S7MLL RJDv 17 ERPit4E87y{(iYt YLARD FROU DATE Olt APPROVAL LyflY ID IF P£RF.OY FOR PANpM]NE SOR1£Y TEST MOLE e1 JS PREPARED ANO OV FAS BLXALf TO IFNE Ar 5lLOY.N O!1 MAP O'F _ y DRE CaIPANY,COVIIA'.VENTAL AGL7NCY AJL?! FLOiAJt HAL 61Da CORP. fo O F OF IFI�R t Dd71- CLUSTDIED CONSERVATION SUSOIMSfOF1Of ff-E-� FlLED �VNO.P1wMHmips 2008FB.ENw 7,•58 SURVEY OF LOT 1 ` FLOWER HILL BLDG CORP. CLUSTERED MV-(0?VA77av OF BEACH pLUM HOA(Eg H FILED NOVEMBER 1,2006 FILE No.11458e'y$SO° _ surtax COJNTY TAX MAP STIUATED AT Dw. low KENNETH HL-BECKMAN..(.'KN(AN L.S. - SOUTHOLD � ys2 �� SL �9 SD�EaloCovcr.iyT58ficsTxxTlo7sueER ixN; Surveying and land Planning TOWN OF SOUTHOLD RECEIVEO B7• LOT maze o,ob t "� • PATE vJ 1814 Middle Country Road SUFFOLK COUAGY RQ �,YOW ,.al'2 ri 2`21 y 9.09 mob' rn` ADD aox DATA 5/7/2021 - Ridge, N.Y.suite 961 n�SO W ADD BLDG DWELC ES&-20 x/27/2021 62L_2Oggg 345-9427 r`:= SCALE:1•.ED DATE:FEBRUARY 9,2021 PAX (631) 345-9429 .q3 Nz 827-20729 � ♦ �Nit- / � — - , ZZ"N WEALTH.0"TOTES: / / _ lm ,.0"ATIONS SFA41 REFFR _ TO NAKT 66 DATUM �� \ a' _ 2 PROPOSED GROSS FLOOR AREA BOYNN �i•t_�//`s FIRST FLOOR.2229 SS. •r t/r 43.1 p• I f ct• f ` _ -'"9/ SE-CO-0 FLOOR- 97 S.F. aaP L s WVnANDS�3000FF4T \ f (Sp / G ` •` 4.PROAPROMRY SYSTEM 6 rNot O LY� tom• u"D+�is•a // "22`1 A SOD 5 MSWRR.LEi£ACI c Pons iHALL 7FR/01?IXEAHOUT �y w� S' �:p� J �� / t�N FOR A s NGS WITHM Y MAX owE1J.WG SXc AS h e , '4'R• 7S) a•• S MEANT siSrEU �' ARE r}' / rA. � �� E 92, / .vim / �• ,�. 6.CROSSNO eFTAM WATER UNE�ROOf' CRI:: DRAW WU UXE TO HAVE A A Y VERACAL t CLI"b/07 1 SEPARATiMC DISTAXCC OF 11r. VAR N �7� O tt �• ce; /•v a 9 1Y[A,t + tit• i j $ L4Y0 N m a:•*�; _ // 70 % 7FATFR IA l 4r ply ��MIlIr � \ 2 rIA/a•. y i,re �&. �t\ 1 _ 8 •� y�• se»rJo- � 4 CF � L LRA NDq aR ruYRF FRtr FY L M, /LA. �—; �� 0P 7'w e L�, Lor 7 / - J Bi'i2.3a• / Gi N:Jao?CO aK a IaA (\J`18.."_, :) 3 gift —i��, O Af•� E � /O 3 ry7v7p-E _� 1 h SCOTT tAlVD N/F a- �+a• �c,� 167.11' Q r rct•tAi l+u S 8891'20`E 401 38' �d R X"21 �� 't '� ,P^ .W w.o. ^ : 9 .� s ,a1. aU• m t.i• ..m.a•,t r. � i�r' •2x11• _Jw�b 1j2 /y. �r� cors •37r N 8B7!'2o'q JDAM, 115'29 g ? ' fAf aV CK LWr OF ClrMWS,GRAD" 7 AND CRO""DSnQWMCE ` `~ •� c y FSP CONSMC;m .:.- 4 'Lo. O �—_ M g $ LAW N/r or !\ . Rr• _Lor J 1 N / i w PAJMMU y o:QP�S Lu � LOT s s a. p LANDS •�� 'm LOT 1 LAW Nit oP TOTAL AREA= g� �� * ARANNIT O 1,041,634 S.F. OR ?00•• v 23.9126 ACRES "` S Is. N� a0.Q0' -X" Sara 1CDD-069-QY-OIDB �` yf 275,795 Sr.OR 224176 ACRES C11 Yp 1 JJO l� T\ N 78137°so•w Q ! \ C 81'01$0• w ! czzlAY" 473.01- �ul s CERTIRED TO: � 10 O r 3 AAft CRM ACA A 53RnL FFPETER N 821) - �c, 7RLEWORKS ABSTRACT,tINC. w N 7 S, ORA�u- AfF I"��• ,�an�.lt""' OLD REPUSUC NATIONAL MIF WSURAWE COWMy I 8 Za` DMY Ne t 4A 40 Nogg Y CA- O AY ARF--3820 S.F.SF x 7/12 T f00..2 653 ULT.FT. O �ECY El..22 I ! ORASS AREA .- Su 2A2 s t5X.125 CU.FT. ct\�? O 1 TOTAL REO.CAP.�776 CU.FT. LOAL USE 2-Y DTA.10 1r Fr.-644 CD.Fr.ACT.CAP. � ,; .- (OL) SYSIDi Nn O.. 40i ROOF RASSAREA-4048 S.F..2/12 a IDOX•671 CU.FT. AfE EAtSTD 05 040Vi TOTAL AREA-'D6 SF U 2/12 t tSX 1T CLL FL ANY NOT SH 1 SuFrat%C4OXTY DtPARiMtHt Cr K.ALiX kYlcCt.� USE 1-1�0�OV.12 KFT. 621 C Ff.ACL CAP. mz2j AN%E:141t9vT5 CF iECA4D:rr 1 'e5 QQ J• 1 Ate`,/• SYSY P 1,TFORAPPR7IALOACOr:5'AUCTION FOR0. u U ATf�L AL� JjQt AQ_ ! �tEl 1'wtu,FAY1Le RtsltsNct 041-Y SECAOV 7203 GF IS NEN VOW SIAM A% $. MUr47MV UM. DATL N T4I21 F/CyS.-RCP."I �-•" - COPIES G AOS.SLOMY FLIP AAT BEARWo NBI�Sm swAu mr sc LYSYSIum SVRWYCIrS=ED SSU OR AP^r0.076D pF TO Sr A PAW TRUE C6"Y. FOR Kum"of .S M5100us WMANME5 W W"A /dREpY yrACL RUN 17 �LPfRfiB iNN[L YEARD F20M OAtE AP?QOV1J. O C"PRC"IrEPARFQ F AND QV!OS AFA7Y TME SURVEY TEST HOLE pl OO AAF OYIN7ANY•COYFp6!Xl AfiF1�T AND FL WMt M ON YAP ,. IV DIE SSGVM LISTEDPr CLUSTERED CONSERVATION Su67M9M1 1.eCYCd Fldi1R •td i.r�:lz/?1 7JYM IM ARE GMT TR.V1h5F2 MBL8 Of BEACH PWY hViES SURICy OF r I MED NOV.1,20M FILE Na 11456 FLONEit HILL BLDG CORP. CLUSTERED CO.VSOMA7lON OF BEACH PLUM HM ES N @iy , FILED NOVWS£R 1.2006 FILE No.11458 BSO. SUMU COWL Y TAX YAP KENNETH H 'BECKMAN. L.S. �, a sT. 1003 ATED AT /l SECT. 069 Su?:sTioCevta,ter56RE>ixKrw:�su6Eq 12?a; Surveying and Land Planning SOUTHOLDELM TOM OF SOUTHOLD R£i.EN/C-0 4 6�B7• LOT 010.2�010.6 (� �., 1814 Middle Country 7A;¢ a�I Reed CA,�,yoA•� _. Suite D SUFFOLK L10ilNTY "° >tcrAA�A eaYq ADO DDX.DATA 5 Ridge. N.Y. 11961 �1E' Zf N 9 345-9427 ADD BLDG DWELOPE HTEg BOUNDS 4/21/2027 821-20888 NEW YORK �� SCALE i' BO' DATE FMMARY 9,2021 JOB Na 821-20729 FAX 1831 346-9429 'SUFE.rp,.,E: h r":CES lbw �9 ►�� '9 LANG OF Mme. LIAD N/F LAND / BL �OnVY HEALTH NOTES: F.F. EL 126.3 Lq 1. ELEVATIONS SHOWN REFER NBpN OF ` TO NAVD 88 DATUM INTERIort \ . \ .�\ .�� I'1N 2. PROPOSED GROSS FLOOR AREA �o `S 7 43+ ,� / LqN ONS OF / ��S��H W FIRST FLOOR = 2299 S.F. MIN. tV4 10 E LLE SECOND FLOOR = 997 S.F. 8Q0' L'4N0 (Sp• `/9 W GARAGE - 911 S.F. Rq/I: pF / Ii1DE� NF 3. THERE ARE NO SURFACE WATERS\ NO Oast. W`" WETLANDS WITHIN 300 FEET OF EPKC 7 a+ LgNO N� 3 WA yuN `` SUBJECT PROPERTY 4. PROPOSED SANITARY SYSTEM IS OF A 1500 SEPTIC TANK AND O v �,� �� r ss`� h % 2-8' DIA. 8 V.FT. LEACHING POOLS INTERIOR CLEANOUT v v S�SO"L� ° \x �� 5 LAND iy� `l "�o � s FOR A 5 BEDROOM MAX. DWELLING W� Nj �/ ?S,g63� �� 7.92' `/ OBER � _ ago' 5. ALL DWELLINGS WITHIN 150' OF �W? h SCTMPROPOSED SANITARY SYSTEM ARE p" „ H LgNO Q Z or 6. CROSSIj CONNING BETTWEENBLIC WATER IJNESANDLROOF cv �� ry/e 65,3395 E�6'9-0,3�0 \ e SANT DRAIN LINE TO HAVE A MINIMUM VERTICAL �� +� F OR LOPE 10? TH#1 4•p�� csK, OO 3 SEPARATION DISTANCE OF 18". OQ / ��p� S ACRES / N uNK F1VC �� O =f j ��/ Q / (? ,off R �O�� SYST. No. 2 p ,� S 7543,`` 'NAP pF SO 1p �o f7L U'HOLD 04 S Q •'� A x s 4o DA EL. (29.0) � p � E O E 9237 � � p �� 30•,x'• d�Ao :1 +ti0' �o O "� 13g4p, � v � No. AS `�l l� +'�O I2 LAND N 2 •� s3� °�� ?Sti W +ti$ / 10' WIDE WATER OF ERP ® S T. Q� r3� �o �? W LINE EASEMENT O �' !n S 817230" LOT 1 PR S Nc o�' eg 11 W� ^ '� E 111.39' _ � �� LAND V/p 2 10 L.P. 4yi, w 9.8 rygh /� BEST OF / PROP. ?9� ,cRQoR F'y' �'Q _ L.P. f/ J GpgS, e 3 11 ��r PR0 ? �_ 7j79?0" L�2E LOT 2 i S 81.1 , R, e 3 o WATER MAIN � -� � � ¢3?78. Q �� LAND N/1- OF � �4 s �� 0 167.1)'j'j �,/ LAND NOW OR FORMERLY StrsT. No. 1 q ��• 3 OF HEMBLO D.W. EL (2B 2) 28.6) PROP. 29 4) / S 77 \ W 1 0 SCOTT r G " ` 1 DRIVE 4' o X19?p"E � , �l 3 ' fl1C► 8.ort Ifo �1 20, E .y9g o�' • 43 �. W O N y F1VC S .� c3ayo QVC 278 �� O �7 4•eW w� /A h M 'o 6� 4' POST do RAIL FENCE S 88011 X20~ E �'�S �S N �6 3� �� N + ^ cp LOT 5 �'� 401 38 10.6 160 '`— 19.3x 22.3x � �o �o� � 4� ' � `3;5¢SO" W � � /� � W� ` LAND N OF 2a.2 x PROP. DRIVE 27•� x /g4' 3S¢?• NOVAC FlVC GARAGE 115 . 0" W �� + s>k 2 9E '* � N 8871'20" W 399.76' "_' c 76.21 2 + 1 ?5563' / 0.1E I ,Z W FA oma• y+ \ LIMIT OF CLEARING, GRADING J �_ ' W AND GROUND DISTURBANCEW � �f/ .� ° FOR CONSTRUC710N p �• v �o pLAND N/r OF F� �° �• '� LOT 3 \_ °p N P/CKERELL LAND N/F OF co GEORGIADIS LAJ LOT 4Q4 LAND N/F OF c d� /•� MCKAY •0 �Q a \o N cv 7779. " *� \ 20 E 2 0 LOT 1 LAND N/f' OF TOTAL AREA= BRANDSTON 1,041,634 S.F. OR N ;x.008 P0*1'do RAIL FIYC I G� 23.9126 ACRES S • 81'16'5 „ SER X200.00' OtCE is S.C.T.M. 1000-069-03-010.8 �NI 976,295 S.F. OR 22.4126 ACRES I G,o I hI` N N 78'37 W 50» � ' Q o O � 312.63' 3 mo N 130�• �� - �� LAND W I � NOW B KERRMERL Y or 47,3.011 , OZ N 6DEER FENCE t3 FNC I N 8 104.10' 4.OW I CERTIFIED TO: � H PETER B. SORELL AND KRISTIN A. SORELL '2 01 40 O M FARM CREDIT EAST, ACA w �W N .95.90 TITLEWORKS ABSTRACT, INC. ,96'20" OLD REPUBLIC NATIONAL TITLEJNSURANCE COMPANYLAND NOW OR DRAINAGE CALCULATIONS: SYSTEM No. 1 OF N E j V )_ FORMER DRIVEWAY AREA - 3820 S.F x 2/12 x 100% 653 CU. FT. O ROESER L Y OF GRASS AREA = 5000 S.F. x 2/12 x 15% = 125 CU. FT. N �" �Fc �� EL. 29 I ern TOTAL REQ. CAP. - 778 CIJ. FT. G �` A ' 0 LOAM �r w, ,. (OL) USE 2-8' DIA. 10 V.FT. — 844 CU. FT. ACT. CAP. Y 7- LOAM II 1 ) ' SYSTEM No. 2 ]NE EXISTENCE OfI�HTS dF,jA)'�. ROOF AREA = 4026 S.F. x 2/12 x 100% = 671 CU. FT. AND EXI EASEMENTS IF OFl�w� F; >-t> GRASS AREA - 5000 S.F. x 2/12 x 15% — 125 CU. FT. U✓ LQ ANY, NOT SHOWN AR �O7 TOTAL REQ. CAP. - 796 CIJ. FT. GUARANTEED. `S 0498 �Z USE 1-10' DIA. 12 V.FT. = 821 C. FT. ACT. CAP. ��., �� LAND 5� UNAUTHORIZED AL ON OR A D177ON SAND do TO THIS SURVEY IS A VIOLATION OF GRAVEL SECTION 7209 OF THE NEW YORK STATE (SW) 3 EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING p THE LAND SURVEYOR'S INKED SEAL OR .N TO BE AE VALID TRUE COPY SEAL SHALL OT BE CONSIDERED GUARANTEES INDICA7FD HEREON SHALL RUN 17 0 ONLY TO THE PERSON FOR WHOM THE SURVEY TEST HOLE #1 IS PREPARED, AND ON HIS BEHALF TO THE AS r 0) TIRE COMPANY, GOVERNMENTAL AGENCY AND FLOWER SHOWN O ILLBLDG. CORP. LENDING INS777U77ON LISTED HEREON, AND CLUSTERED CONSERVATION SURAVISION TO THE ASSIGNEES OF THE LENDING INS77- OF BEACH PLUM HOMES TUAON, GUARANTEES ARE NOT TRANSFERABLE. FILED NOV. 1. 2006 FILE No. 11458 G,o SURVEY OF LOT 1 ° p /V FLOWER HILL BLDG. CORP. CLUSTERED CONSERVA TION OF BEACH PLUM HOMES 6�ys, SUFFOLK COUNTY TAX MAP KENNETH H. BECKMAN, L.S. FILED NOVEMBER 1, 2006 FILE No. 11458 S0; DIST. 1000 SITUATED AT �Y / SECT. 069 Surveying and Land Planning S0U�0L0 �p � IS26', - LOT BLOCK 03 do 010.8 1814 Middle Country Road Suite D LAND g N.Y. 11961 Ridge,TOWN OF S FWD. VOW ADD B.O.H. DATA 5/7/2021 E21-20825 3 SUFFOLK COUNTY g• moN. (6 1) 345-9427 NEW YORK N 77.40,50��, SCALE: 1" = 60' DATE: FEBRUARY NVELO�PE2M2TES do BOUNDS 4/21/2021 B21-20886 JOB No. B21-20729 FAX (631) 345-9429 LANO N / N, OF �D LgNc Mqy IgBLOrN� L RAC�OF / HEALTH NOTES: F.F. EL 126.3 N Lq ` 1. ELEVATIONS SHOWN REFER 80/0,V OF TO NAVD 88 DATUM INTERIOR � � 2. PROPOSED GROSS FLOOR AREA `S J' / LgNO N / �" 'S/�,J� W FIRST FLOOR - 2299 S.F. MIN. tV4 Vit. 43'10" ROLLS OF �/ ` ` NF SECOND FLOOR = 997 S.F. 80.0' F ANO (SO- /C w 3. THERE ARE NO SURFACE WATERS\ ROMq O / K�pE) �` W` WETLANDS WITHIN 300 FEET OF �'no ( ftSr WAI SUBJECT PROPERTY TANK yva+ qN0 N,p OF 3 044 4. PROPOSED SANITARY SYSTEM IS 4 V S� y,$ �,� x <o 'HELLO / -- 11( A 1500 SEPTIC TANK AND O 73 �� h S / `�% 2-8' DIA. 8 V.FT. LEACHING POOLS INTERIOR CLEANOUT v co l X450"E� °p` \x 7 LgND A" 01- FOR A 5 BEDROOM MAX. DWIILING W� M co z5s6� 9� 57.92. / itEBER 5. ALL DWELLINGS WITHIN 150' OF 1 2 h / SC `� ' Lq Q PROPOSED SANITARY SYSTEM ARE �� N N eU 100p O6 �' \ �o l s4NT C�OF I V CONNECTED TO PUBLIC WATER SUPPLY / N 65, D/A 9�0 OCE .11 ' 39 E .3� 6. CROSSING BETWEEN WATER LANE AND ROOF ��' 3�0 '� SF NI.LrLO SEPARATION DRAIN LINE TO HAVE A DISTA CE OF 1181UM VERTICAL Oe % (? ,� OR r.s A RES ? TN 1 ONK OvC 0 a 144 c j 4;/ O ?g R R4 RD SYST. No. 2 p FNQ S SS• -) c0 MAP Cr SOU D.W. EL (29.0) e� O /b t 4`T 10"E / O T f7LE NO- 9237 VILLAS � �° / '° sQ°'' •� +� ti/ O 4z� 380p, O l� � '` LOT 92.37 ' 32,0. N9p�. RoOY ti�a /+ .3 O v 3 2 LAND N OF c;.Q��}s W + / 10 WDE WATER /,y IE�yESK/ PROP. R o o• w LINE EASEMENT O EXP ® S T. a f?? �, ?a -� $ h N S 8172:30" t LOr 1 Z do L.P. s �; M g 119 a��y w /� y E 111.39' �' �� LAND N/r OF PROP. ?g A'Qqo R M�. � 1 W fTyC __�_ BEST / L P. �/ 'J Ap��o g,� N PROP, 2h w _ '� W;'7'79, � ,2�* LOT 2 c3 81.12',30" / \ �� 0 167 LAND NOW OR FORMERLY sYST. No. t ^O TER Mq/N S _ 432 78, O LAND N/1" OF ;r s •11 OF HEMBLD D.W. EL (28.2) �28 6) PROP. 29.4) W Q SCOTT DRIVE r /O 1^/9?O" 3 � 0G� ffo '21'20% . E •yag of •" • 43` �- w N y Fiv1 SSo % c3� ��c1� o• . 76 h 27 .� og 6 4' POST>!c RAIL FENCE ;� 88.11'20" E N 13 1 + sb 8 �O 401.38 4.6w �h 10.8 16.0 x 1s.3 x 3 x ' �� i ` X35450" +� 5 _w M LOT 5 A o 22 4 24.2 x PROP. DRI ve 2T.T x �4. .35 if � ty ti� LAND N/F OF NOVACK CARAT 115 ,20" W �•' \ '� ?SS. + Snc '�- w AR 'A 4 N 88'1120" W 399.76' __"' S 7g•21 + \63 / o.tE 3 -� E LIMIT OF CLEARING, GRADING ti 3 ) o ° AND GROUND DIS7IJRBANCE ` Q FOR CONS7RUC77ON p LAND NIF OF Fo t9. 3r N LOT 3 N N P/CKERELL LAND N/F OF s0 GEORGIADIS �G •� La 3 a LOT 4 °c ,��.. LAND N/F OF �d MCKAY •d• �O u'do 7779'20,- .- 2 N •�� LOT 1V' e 5* to LAND NII- OF TOTAL AREA= BRANDSTON 1,041,634 S.F. OR �� .`,.T. r1 PoS�' & RAIL fwc �G 23.9126 ACRES N*04 S 81�6'50 M a• �00•00' a �FEN S C.T.M. 1000-069-03-010.8 Edcq 976,295 S.F. OR 22.4126 ACRES I Si` 1 O N h N ,� Q o 78137-50- W 312• ' 3 Q o 6,31 h mo `��• N 81 X1.30�. ;M 4 �. ��-`- A. �p; LAND NOW OR W 4 �J �y AKERRMERL Y O,c- 473.01' O �y 2 6 DEQ FENCE ' v XI c1 z C CERTIFIED TO: 104.10 �o I PETER B. SORELL AND KRISTIN A. SORELL N 82.01' a _' FARM CREDIT EAST, ACA 40 W STRACT, INC. N "95.90 TITLEWORKS..r �G'O 46 OLD REPUBLICNATIONALTITLE INSURANCE COMPANY 7916►20,- DRAINAGE CALCULATIONS: �O "'yam LAND NO SYSTEM No. 1 W O DRIVEWAY AREA - 3820 S.F x 2/12 x 100% - 653 CU. FT. OF NE[j/ yRESER MERLY op GRASS AREA - 5000 S.F. x 2/12 x 15% = 125 CU. FT. <<G O EL. 29 TOTAL REQ. CAP. - 778 CU. FT. N gEc 0 USE 2-8' DIA. 10 V.FT. - 844 CU. FT. ACT. CAP. �� * LOAM SYSTEM No. 2 1z U K.r. ..`�^e ,7Z (OL) THE EXISTENCE OF RIG 75 FA ROOF AREA - 4026 S.F. x 2/12 x 1008 = 671 CU. FT. AND OR EASEMENTS O ARE ORD"IFS. r17 'y G GRASS AREA - 5000 S.F. x 2/12 x 15% - 125 CU. FT. / " M > TOTAL REQ. CAP. = 796 CU. FT. ANY, NOT SHOWN ARE Iv6T' USE 1-10' DIA. 12 V.FT. 821 C. FT. ACT. CAP. j� GUARANTEED. Go F0 5) UNAUTHORIZED ALTERATION 0 `r4DDON SAND do TO THIS SURVEY IS A VIOLA77ON OF GRAVEL SEC71ON 7209 OF THE NEW YORK STATE (SW) EDUCA770N LAW. COPIES OF 7HIS SURVEY MAP NOT BEARING Q THE LAND SURVEYOR'S INKED SEAL OR �N EMBOSSED SEAL SHALL NOT BE CONSIDERED p� TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN 17 �G•o O^ ONLY TO THE PERSON FOR WHOM THE SURVEY TEST HOLE #1 IS PREPARED, AND ON HIS BEHALF TO THE AS SHOWN ON MAP OF co 777LE COMPANY, GOVERNMENTAL NAND FLOWER HILL BLDG. CORP. ENDING /NS711U710N LISTED HEREON, AND CLUSTERED CONSERVATION SUBDIVISION TO THE ASSIGNEES OF THE LENDING INS77- OF BEACH PLUM HOMES TU7701V, GUARANTEES ARE NOT TRANSFERABLE. FILED NOV. 1, 2006 FILE No. 11.458 G,o SURVEY OF LOT 1 '�° N FLOWER HILL BLDG. CORP. CLUSTERED CONSERVATION OF BEACH PLUM HOMES KENNETH H BECKMAN L S FILED NOVEMBER 1, 2006 FILE No. 11458 504, �- SUFFOLK COUNTY TAX MAP L.S. SITUATED AT DIST. loon �6 - _ BLOCK o 9 Surveying and Land Planning SOUTHOLD �A ' ?s,. LOT 010.2 & 010.8 1814 Middle Country Reap TOWN OF SOU7NOLD �D LAND Nosy,OR FOR Ridge, N.Y. 11961 SUFFOLK COUNTY 77 MON nKKANEN LY OF ADD B.O.H. DATA 5/7/2021 B21-20825 (631) 345-9427 NEW YORK N •40'So to ADD BLDG ENVELOPE METES & BOUNDS 4/21/2021 B21-20886 FAX (631) 345-9429 SCALE: 1" = 60' DATE: FEBRUARY 9, 2021 JOB No. B21-20729 LAiy �vD IANiCF OF 4,4NO MON Z4,94p OF B D�/F OF / \� HEALTH NOTES: F.F. EL. 126.3 EN / LgNO \ 1. ELEVATIONS SHOWN REFEROUT BpN�F OF INTERIOR \` `\ TO NAVD 88 DATUM . \ .\� .\ s 75 , / LgNO N/F / c/,4 � w \` ` 2. PROPOSED GROSS FLOOR AREA o N OF FIRST FLOOR = 2299 S.F. MIN. 1Y4•�1. 43 10 ROSE w SECOND FLOOR = 997 S.F. 80.0• 4ANDX50' CA GARAGE = 911 S.F. 8011, OF NF fX1s w` 3. THERE ARE NO SURFACE WATER'S\ T. SUBJECT PROPERTYSE WETLANDS WITHIN00 FEET OFNKC O 3�a �, LgMEN/F OF / 3 Wq�R M,q�N 4. PROPOSED SANITARY SYSTEM ISV O l A 1500 SEPTIC TANK AND INTERIOR CLEANOUT l �3S4so• �~ Sr0 KC /0e�\ / �qNO �V `%lrs 2-8' DIA. 8 V.FT. LEACHING POOLS �, (o E FSC x N/F o FOR A 5 BEDROOM MAX. DWELLING � E y S�92, / WE-BER 01- FOR F 5. ALL DWELLINGS WITHIN 150' OF e7 So 7 1-29 \ �� `ci y l L'`1N0 PROPOSED SANITARY SYSTEM ARE O�O N CV M1pp \ o Sq N/F 0,4- S&" / v CONNECTED TO PUBLIC WATER SUPPLY tv / N PRO 65ZDING 069,0 NTAC/'' 6. CROSSING BETWEEN WATER LINE AND ROOF O 5`6 P UMIT '9S,c EN!'E� '3 010 DRAIN LINE TO HAVE A MINIMUM VERTICAL % DIS OR 1•SO'oZ' ? TH#1 4. CHAIN N Q 3 •� SEPARATION DISTANCE OF 18". =OQ (? R� 1LRe�Cr Acmes / UNK FHC Q (V (%g� pR,JR '�O RO 4, D.W.SYSTEL x(29.0) O ig C. S 7S¢3'p» '!J �h MAP pF >NO SOU oqc AR +tiy� /oa `\00 / F/LE No. g �LLAS O � Irs• olo / / Qj / 40;r,2 NP 32,0. Nc�,oROp 'P° cy 0A �� a O ? LAND N/F OF •O 9aj �,�'�ay, q w +� / 10' WIDE WATER /� 3 2ENESKj EPR XP ® s r. c�,F f�� ,° (? w PROP LINE EASEMENT 2;30 LOT PRO . ��s He cqR h 9g 19 y w UMIT OF DfSTURBANCf ^ ° S 81 1 "E 111.39' ARE FNC LAND /V� OF o� L.P. h 8 ye l� �'_ �£ BEST \ PROP. ?y� ,o Rio R ° �� W S / 1PN 2 L P. �/ AP �ry PROP• 2• w >>7g' »E �E LOT 2 Z °_ FFA ° S 81012'30" */ O r� LAND N/F OF LAND NOW OR FORMERLY sYST. No. 1 R.o 9�j" 26.4) WATER MAIN `/`3218• 3 3 / \+S� �a. doe 167'•11 OF HEMBLO D.W. EL (2a.2 28 6) + G PROP. DRIVE 4z /r S >77920» I O SCOTT T.H.#2 E 21.28" E ry9y h E 432,-8. PROP, s/LTN� O N 4NC max/ ZN FNc�^ �„ sW N �6• 13 /. ---- ° 0� 4' POST Qc RAI FENCE S 8 ' '� PROP. LIMIT o M 9Z• PRpp• SILT 1 NRgpNC£.106 tp PROP UMIT w A O OF DISTURBANCE 4 1. 8' o PROP UMIT LOT 5 ,� �o� FA�� oyy 08 16.0 x 19.3 \N "JZ5'-o, / "v DF DIS LAND N/F OF 9 A b 223 x PROP. T FENCE 24.2 x PROP. 12' WIDE DRIVE 27.7 x `�S4?• S¢SO» 'L�' �RBANCE NOVACK FNC GARAGE 2.9E A N 887120" W 399.76 1 .21.20 + / 011E ( ,� w PROP, LIMIT OF DISTURBANCE S �6 1 y* 0� \?S\\3 � � � E'o Go�. D.WTEL (10.9) sYST. No. 3 LIMIT OF CLEARING GRADING ti 3 iso ' , D.W. EL (21.1) AND GROUND DISTURBANCE 0 FOR CONSTRUCTIONNIF o l�^ LAND PICKEREL OF LOT 3 __ N N N LAND N/F OF sO3 GEORGIADIS to 3 s 5 C. LOT 4 0 4 x LAND N/F OF Leh McKAY •� O ° 7 CIV 7.19,20" `� 2 a LOT 1 �` �' s;°G� z LAND N/F OF TOTAL AREA= �' BRANDSTON 1,041,634 S.F. OR �" z. '00s POST dt RAIL FNC ' 2 GA 23.9126 ACRES �`" 1.4N?� S 81.16'50" E 200.00' 0 2°Nw 8"DEER FENCE °L IV/S S.C.T.M. 1000-069-03-010.8 976,295 S.F. OR 22.4126 ACRES 4 GQ ti 9� 4 �FyT I N NQj 78'37' » / � o 9 50 W Z • Q � 312.63CO Q � N 81-01, 0 3 " W R• A LAND NOW OR FO 473 , U1 eAKERRMERL Y pF •O1 ciN I �N DEER FENCE ti to FNC,• r� 4 CERTIFIED T0: "' � az 'owl DRAINAGE CALCULATIONS: s 104'10' o �o SYSTEM No. 1 PETER B. SORELL AND KRISTIN A. SORELL N 82.01'40» N o CREDIT T EAST ACA W <'� 95.90 DRIVEWAY AREA = 3820 S.F x 2/12 x 100% = 653 CU. FT. F M �W GRASS AREA = 5000 S.F. x 2,/12 x 15% = 125 CU. FT. �a, TITLEWORKS ABSTRACT, INC. N 7966 20" TOTAL REQ. CAP. = 778 CU. FT. D dim �. OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY ' LAND NO USE 2-8' DIA. 10 V.FT. = 844 CU. FT. ACT. CAP. O OR FORM v SYSTEM No. 2 OF NEI,j/ EL. 29 EL. 10.8 h'OESER ERL Y OF / ROOF AREA = 4026 S.F. x 2/12 x 100% = 671 CU. FT. C 0 7-7 GRASS AREA = 5000 S.F. x 2/12 x 15% = 125 CU. FT. A H. 6F c O TOTAL REQ. CAP. = 796 CU. FT. c c� h LOAM BROWN SILTY o USE 1-10' DIA. 12 V.FT. = 821 C. FT. ACT. CAP. w (OL) SAND (SM) Ni THE EXISTENCE 0/ Rl HTSJ Qf.7VA Y ?z SYSTEM No. 3 AND/OR EASEMEI4'TS F RE'�ORD'-��"' Q o DRIVEWAY AREA = 3960 S.F x 2/12 x 100% = 660 CU. FT. ANY, NOT SHOWN C, PALE BROWN USE 2-8 DIA. 8 V.FT. = 676 CU. FT. ACT. CAP. .� GUARANTEED. FINE SANDSYSTEM No. 4 o t�• 2s �4��41 p�� (SP) ri DRIVEWAY AREA = 2040 S.F x 2/12 x 100% = G'8 UNAUTHORIZED ALTER �[�l�O A Dth SAND & G . 0.8' ER i. 340 CU. FT. 7j �j\\II''� EL. 0.8' USE 2-8' DIA. 4 V.FT. = 338 CU. FT. ACT. CAP. TO THIS SURVEY ISA VI L�4 N�� GRAVEL - - SECTION 7209 OF THE NEW YORK STATE (SW) EDUCATION LAW. WATER IN PROPOSED CLEARING = 43,061 S.F. D �/I �� 3 PALE BROWN COPIES OF THIS SURVEY MAP NOT BEARING FINE SAND 2 4 2021 ` N THE LAND SURVEYORS INKED SEAL OR (SP) SEP SN SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. � ;n 17 BUILDING DtPT TOWN OF SOUTFiOLD GUARANTEES INDICATED HEREON SHALL RUN Go ONLY TO THE PERSON FOR WHOM THE SURVEY TEST HOLE #1 TEST HOLE #2 IS PREPARED, AND ON HIS BEHALF TO THE AS SHOWN ON MAP OF BY McDONALD GEOSERVICES co 777LE COMPANY, GOVERNMENTAL AGENCY AND FLOWER HILL BLDG. CORP. 9/13/2021 LENDING INS77TUTION LISTED HEREON, AND CLUSTERED CONSERVATION SUBDIVISION TO 774E ASSIGNEES OF THE LENDING INS7I- OF BEACH PLUM HOMES 7U71ON, GUARANTEES ARE NOT TRANSFERABLE. FILED NOV. 1, 2006 FILE No. 11458 G,o SURVEY OF LOT 1 FLOWER HILL BLDG. CORP. CLUSTERED CONSERVATION OF BEACH PLUM HOMES Gp?° 6�'16S SUFFOLK COUNTY TAX MAP KENNETH H. BECKMAN, L.S. FILED NOVEMBER 1, 2006 FILE No. 11458 03 DIST. 1000 SITUATED AT _ SECT. obs Surveying and Land Planning SOUTHOLD �p?' '626,• BLOCK 03 & o1o.s 1814 Middle Country Road Suite D TOWN OF SOUTHOLD LAND NOW ORF ADD CLEARING, DRAINAGE AND SILT FENCING 9/22/2021 Ridge, N.Y. 11961 SUFFOLK COUNTY Jc9• MON, BKKgA(,ry IY or ADD B.O.H. DATA 5/7/2021 B21-20825 (631) 345-9427 NEW YORK N 77'40�5Off " ADD BLDG ENVELOPE METES & BOUNDS 4/21/2021 B21-20886 FAX (631) 345-9429 SCALE: 1 = 60 DATE: FEBRUARY 9, 2021 JOB No. B21-20729 GqND / NCF OF GA FND `\ MON. LAN 2 D N/F pF LAND / BGpTNY BRAC OF Off, N LAND S 7 BO/f NF / GAND N / _ ��S/� w „ '?044,1/F / � 310 OF � 80 0' £ SRO N/F pF (Sp• DE> A A w o e MANO Wq`� \ � LAND N/F }� 3 MaN �, V � S\ �n x o y 4f,-Z OS OF Ilk \ L.P. v Qj / 73S¢ \ �a Sl0 kC oxo LAND `V ��r'iS 32' E \ ff C 757.92, j H' IV14-OF moo. v / S.T. 45' Q ke M ?5S6,3� \ ;y R cn �W \ �� 'o v, LAND 57. IT SANT RACE f v ^7 L.P. � w DRYWELL S L, 4'CHIN V N / O 3 O / 8 DIA. M 1D UNK FNC 4z� O SEPTIC DETAIL =moo �-�.�. 65 eviGD/Nc-069`p ` (� o aW 1 = 30 Lu /DRYWELL '� 9 sF 0 N`, 0102 / O t8 S 75¢•3\ h MAP pF SOU, 8 DIA. ��vivr 53.1 R GS A E p a �� 1O"E O F/LE pL0 VILLAS U 4l.FT.55.2 CRE,S No. 9?37 ti G�4i ? iOq�jOt X y 1 DRYWELL h y\• LOT .2 p o 331'0 X, 10'y ° ( 4 v� ry / "�� 0 0 3 ? LAID N/F OF • •'` 's / 10 WIDE WA TER kz o ENESK/ �Oh54NT-. o ti a` o F �o ° sX52. W LINE EASEMENT �� O o 811 " LOT /N 3,3 3y�? iso h 0qR o 119 6' W= ` ^ /;,' S 230 E 111.39' �Rf PNC LAAIDD v/F OF � o EST \ / S.T. LP. so• oma` �► S 7j1g, L� f S 81'12'30, LOT 2 °F� — 123 t/ LAND NOW OR FORMERLY TRANSFORMER sEPnc b l Q° `f32 j Q LAND N/F OF 3 � � � 167.11 ,E O ETUL L.P. / Q SCOTT 3e SjOc�+ pyC, B'Offer, OF HEMBLD ELEC. DRYWELL S 7j19' "� W -�8' METER o ?O � E L1 s DIA f �! FNc. gco�/ /n � 4 V.FT. r b >7 4.6W �" �� v�i _ -►." .�_ �c N X6.21 2.;3, ¢3?78' _' �.�!' _ ^ / LOT 5 "o OO 4' POST & RAIL FENCE S $$'1 1'20' E 401.38' 2 =� i 35¢ \ ,� '-- �W \ oGAS. " __ ROCK BASE DRIVE ' 15 6 W �� 8RDIA` \3\ " K, / �` -� LANOVACKND NIF OF CA AGE O METER N 887120 W 399.76, 2 s v.F .� c t s7k. ` Frvc 2.9E DRYWELL S 76' �_ I 1.4W -� ' 00 5 DIA. FT. LIMIT OF CLEARING, GRADING \ AND GROUND DISTUR13ANCE y FOR CONSTRUCTION LAND N/F OF R� �9. �• __ «� Ad, N PICKERELL LOT 3 ' N LAND N/F OF sQ�y GEORGIADIS w � s "� G° LAND N F "Q C. �t ,y QPM ��D LOT 4 � �. o a /F O MCKAY Q CIV cw, i N 77'1 9'20„ x 2 W ~ 0 ` E�6w v�+, LOT 1 �' $t�% OF Ty 20 LAND NST N TOTAL AREA= BRANDSTO 452.00 1,041,634 S.F. OR �N �?M #�' • POs Qc RAIL C ' 23.9126 ACRES t N 2.3E . S 81 1 g'S0„ E 20o 00, "ND. 8'DEER FENCE MON, ti3 S.C.T.M. 1000-069-03-010.8 ti o coil 976,295 S.F. OR 22.4126 ACRES 1/ ^n M G,o FO ' N A N 780,37',50,, 8,350»7' U I W 312-639 12•63 2 co 0 �/ `��• N 81'0130" `.4 �� w LAND ND I U1 �- 03 BgKERRMERL Y OF 473.01- UN r �i �� O � s' DEER FENCE ci rn F)VC " �� CERTIFIED T0: 10 , o �Z 4.6 PETER B. SORELL AND KRISTIN A. SORELL N 8201 40,► ,� x gs Q M EDIT EAST, ACA W �W N .g0 FARMCR TITLEWORKS ABSTRACT, INC. 796'20„ OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY LAND NO ROE ER MER, Y OF O NEW Y \ o / t7 THE EXISTENCE r �� t$ O;, �A1' 61 AND/OR EASE N O L9 ANY, NOT SHO GUARANTEED. „ UNAUTHORIZED AL �A(3b1 ON TO THIS SURVEY lS A OL-A 7ONF SECTION 7209 OF THE NEW YORK STATE 3 EDUCA770N LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR N EMBOSSED SEAL SHALL NOT BE CONSIDERED 0) TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONL Y TO THE PERSON FOR WHOM THE SURVEY U- IS PREPARED, AND ON HIS BEHALF TO 7HE 777LE COMPANY, GOVERNMENTAL AGENCY AND 0 r LENDING INSTITU770N LISTED HEREON, AND TO 774E ASSIGNEES OF THE LENDING 1NS77- r- TURON, GUARANTEES ARE NOT TRANSFERABLE. �391I66-75 73', SURVEY OF LOT 1 FLOWER HILL BLDG. CORP. CLUSTERED CONSERVATION OF BEACH PLUM HOMES SUFFOLK COUNTY TAX MAP KENNETH H. BECKMAN, L.S. FILED NOVEMBER 1, 2006 FILE No. 11458 6`S0� DIST. 1000 SITUATED AT �p� 6 SECT. 069 Surveying and Land Planning 03 SOUTHOLD ' 2s,. LOT 010.2 & 010.8 1814 Middle Country Road REV. 9/28/2022 PER SCDHS COMMENTS Suite D LAND N.Y 11961 TOWN OF SOUTHOLD NOH' OR Fp FINAL SURVEY 8/29/2022 622-21703 Ridge, SUFFOLK COUNTY N 7749.49 MON. i? FINAL FOUNDATION LOCATION 11/22/2021 B21-21251 (631) 345-9427 NEW YORK 40'50\`a, _ ADD BLDG ENVELOPE METES & BOUNDS 4/21/2021 B21-20886 FAX (631) 345-9429 SCALE: 1 = 60 DATE: FEBRUARY 9, 2021 JOB No. B21-20729 of I / MpN ?ABLOTNy F L BD RACKEN I ND `\ o*1<</ _ LA &010NF OF �� \ tiG, o S 7S • I LAND 4`310 OO / 80.0, F }/ LARNOD `D W 14 Or � EXIS LA M — T WA W0 OQ L.P. ¢�. '' x\ 32' Q CIS 35 SO F� ? •• T o � R CC 757� LANA N/F OF S.T. �i >45' W h� /'7 SS 63� � ;y 9? / ER/ LANDNL.P.�� &48: SANTACRO w DRYWELL SC r 4' /IV 8 DIA. M UNK �`c O SEPTIC DETAIL oQ y�vFT. Bvi 7000,0 / C. 69 !!,�,� O a 1 = 30' / `- ss`339 S/NG ENP –03 01 a Fiyc s `'1 O MAP v Q 8RDYIVAVELL �y '` OR SLOPE �? / p t8��75¢310" % FL SOUn%'OLD ViL �1 G .2 `��°Ae+ x 325 ACRES 0 E 1,380, O E No' 9237 LAS 0 �% 2 s ) quo* o, (18RDnINAELL ti / / a�O /? LAND OT 2 `'e 4 V.FT. r O A'�F OF �j Q) 3 0 's Q`�fi £y O Qi o i 3 ZEN a l0 WIDE WATER A e ti 3 c F o° ° 32• LINE EASEMENT o o O 440 S 817230" LOT 1 ^y so.h CqR^ 118 s, W` ` ` ^ /� E 111.,38. — �E FNC LANG N/F OF S.T. LP. ?S0, ..� w '� ` FNC / Lu 2f 2 '�_ " S 81.12, 7jyg20• Q of \ LOT 2 / F,p �M 30" ef� o #— \,\ �0 167 110 .J LAND NOW OR FORMERLY TRANSFORMER sEPnc S�� Q _ ¢3278, Q LAND N/F OF c s O ETAIL LP. / O SCOTT i 3 OF HEMBLO ELEC. "�, w �„ 3 rocs., mac. e'aEf�. G F " E METERS .1 8 DIA. y92O E "` � \ I ti Fly O FNC SZo�/ a 8 C ti� ^- �c �- 4 v.FT. 4,3238, - = _ o M W 4.sw �i 001 ,1 6'2120, ,� � a �� vo 4' POST Qe RAIL FENCES 88 11'20" E �F01.38a E� oo , %3�� 35¢ 0 /� „\ o > �� \ N o/ �. _ ROCK BASE DRIVE 0 DRYWELL� �3;S¢S (0 / _W LOT 5 �ZM oras 6 " e DIA. " �, ^ ` — LANDNOVACKOF .�", METER N 887120" W 399.76, /7S Vtf 8 V� ` �� (0 S7K '� FNC 29fAGE Go DRYWELL $ 14 a►� 8 DIA. OF CLEARING, GRADIN \" t s v.FT. LIMIT \ _ (10 U AND GROUND DISTURBANCE FOR CONSTRUCTION LAND N/F OF ��• � __ N N PICKERELL LOT 3V- LAND N/F OF s0'3 co GEORGIADIS W 3 S Ry C. LOT 4 �. 0.4 LAND N/F OF O McKAY O _N " •� 77.19'20„ W LOT 1 t� � � LAND N/F OF TOTAL AREA= �, 45 BRANDSTON 1,041,634 S.F. OR �" 4 #x•40'.-r— \ �Go RAIL FN POs 23.9126 ACRES M ' & C i•4N 'sr S 81.1650„ E 200 00, ENO, 8' DEER FENCE Mom, U�3# S.C.T.M. 1000-069-03-010.8 4 o N' 976,295 S.F. OR 22.4126 ACRES I G,o ` syr N 1. 1V 78.3 750 W � •� Q ,� 312.639CO w 4 f o N 81'01'34., W w :`� OO'' LAND NOW OR FO473.01- U1 �2F O Ly SA/�ERRMERL Y OF �N s ' •DEER FENCE ti to FNCcj ' 1 CERTIFIED T0: N 104 10, "y y o 0 4 0 • W PETER B. SORELL AND KRISTIN A. SORELL 82 01 40» �< 1V 90 FARM CREDIT EAST, ACA . W 95 o� �GA TITLEWORKS ABSTRACT, INC. w 79lJ6 20„ Q OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY I 4A ND COLIN i U 'f�A TME`lT OF HEALTH`?ERVICES OROR D NOW APP,ROV'A.L C C:�'?°'�'ISCTED WORKS FOR F N E W yO ROESER MERZ Y OF A SP,I.LE F. . .i°e R2z..Sir?ENCc � � 1 onto OCT 7 Q - IH.IF".Rc,.No._/Z-0-1 6 a0 o _ ,LU � ,,, � The sewage dispr.sal and vr!i+r sunp'y f3cli ies rt this location have been THE EXISTENCE F R GMT WY�� in Cf aix'Jor r.Cril d b ttl;s C3� �.tn�nt Cr Of"�r ag:ncles acd snd to AND/OR EASEMENT S F f7 CbR W. 0 be saGstact"FOR A KAXIt�.1UM. .17 5 SEDROOMS. LQ ANY, NOT SHOWN 1(R Nd Tf GUARANTEED. R S� SJ UNAUTHORIZED AL TERA bk T DI ON e TO THIS SURVEY IS A VIOLA OF �i.I; ,.. SECTION 7209 OF THE NEW YORK STATE __...�� +y!X•-.-¢;z. .:i««.`-i_r;t,;=.«�ic.:_.:..:�,;_,�'w4 - ..,, .,��. _may.,} _ 3 EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING p THE LAND SURVEYOR'S INKED SEAL OR 1�p L1 L� OCT 2 0 2022 „ EMBOSSED SEAL SHALL NOT BE CONSIDERED L s N p) TO BEA VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE/��(�� (�Q. !/►` (n TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING lNST1TU77ON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI– TURON, GUARANTEES ARE NOT TRANSFERABLE. Dl� GA SURVEY OF LOT 1 FLOWER HILL BLDG. CORP. CLUSTERED CONSERVATION OF BEACH PLUM HOMES SUFFOLK COUNTY TAX MAP KENNETH H. BECKMAN, L.S. FILED NOVEMBER 1, 2006 FILE No. 11458 650 .• �� DIST. 1000 SITUATED AT 16 SECT. 039 Surveying and Land Planning SDUTHOLD �p?' �6,• LOT 03 & o1o.s 1814 Middle Country Road REV. 9/28/2022 PER SCDHS COMMENTS Suite D TOWN OF SOUTHOLD LAND NOH, OR FINAL SURVEY 8/29/2022 B22-21703 Ridge, N.Y. 11961 nKKAN SUFFOLK COUNTY S''' EN FORM ERLY OF FOUNDATION LOCATION 11/22/2021 B21-21251 (631) 345-9427 NEW YORK N 77 40'50\ON – ADD BLDG ENVELOPE METES & BOUNDS 4/21/2021 821-20886 FAX (631) 345-9429 SCALE: 1" – 60' DATE: FEBRUARY 9, 2021 JOB No. B21-20729 SL opoo SM apo0 Umoy agl3o jad sr pa.ltnbas ZLL.zajdcg0 04 uollairdas a.lt3 ru.zojuoa IIEgs pa�ieda.a ao paaeida.><`paitelsut will#tl.iot.za1XO 11d 43000 NM013H110 92 H31dVH0 O11NVnSVAd •pa.linba.l Bunsal ijoNnu b31VM MIS KlV13V xsomlanp our Ndd(1��0 �0 .loop .larn t� AO ;��JMd�N(1 SI 3S(1 apo �.�au� SAN �0 J��Ndd(1��0 .lad se pus 1 `Q si-enuuvq aptno.zd isnw 'a3AOUddV NE139 S'VFI NOUVOOl NOilV0Nnw dQ S331Snf�1N1Gt6t�9 �' `A3A,dnS mNn ON11, MA �. ,, -,nu nnc-- HlIM 033008d ION 0® J SNO,IIM 1��1d1S�� •O M3N t33'aInJ3 "0 '".®3tfa%'td Ssnt31 '3000 3000 lld H1IM l a'ldlNOO aa'um3a N0 j jC)3dSNi 'S8o883 NOIlOn81SN00 8O NOIS30 80d 3191SNOdS38 ION MVIS NHOA M3N d0 SHOO 3HI d0 S1MM&n038 3Hi 133W llbHS NOIIOn81SNOO lld ONN"DA00 3M3g NU6� 1 cJOd 3I31dW00 38 _ :��10N181r� 07-IN EU 83ldNlr'�, Ism NOIi:7n8ISNOO - ldNld 'b nld'�1 NOl1Himl T Misnnld T JNINBd • HJnou z 313HONOO 038nOd 80d 0381n038 OM1 - N011VONnoi 'l r�7 %t -10 012 0330X3 :SNOl1O3dSNl JNIMOIIOd 'ONW n31SAS A7ddnS 3H1 80d Wd b Ol ViVS ZM-99L x/31 dM N/03SlI�l307OS 1 Vd34 Wains lION '33d ")NVd]000-do 3i yo1411y30 Y 7 y0338IN31NOO OV37 NaS-1 #'d'e � :31VO YJawnId 031ON Sd 03A 8 dd GENERAL CONSTRUCTION DOTES 14a. Draftstoppping material R302.12 shall be as follows: TABLE P3201.7 TRAP SIZES FOR PLUMING FIXTURES MIN. UNIFORMLY DISTRIBUTED LOADS FASTENING SCHEDULE In combustible construction where there is usable space both above and below the concealed space 1. All construction shall conform to the 2020 Residential Code NEW YORK STATE. of a floor-ceiling assembly, draftstops shall be installed so that the area of the concealed space does LIVE DEAD BASED ON TABLE 8602.3 (1) NAILING SCHEDULE as adopted by New York State May 12, 2020, not exceed 1,000 square feet. Draftstopping shall the concealed space into approximately PLUMBING FIXTURE TRAP SIZE USE LOAD LOAD Additional Code Compliance: equal areas.. Draftstopping shall be provided in the following locations: MINIMUM 10 NUMBER AND TYP Uninhabitable attics without storage DESCRIPTION SPACING AND 2020 Energy Conservation Construction Code of New York State,the 1. Ceiling is suspended under floor framing. inches OF FASTENER LOCATION 2020 Building Code of New York State; Plumbing code; Fire code; Mechanical code; 2. Floor framing is constructed of truss-type open-web or perforated members. Uninhabitable attics with limited storage 20 10 Fuel gas code; Existing building code; Property maintenance code. Bathtub (With Or Without Shower head ALL CODES shall supercede the drawings and shall be incorporated into the 15. No backfill shall be placed against the foundation walls and/or whirlpool attachments 1-1/2 Habitable attics&attics served with fixed stair 30 10 ITEM ROOF FRAMING drawings WHETHER they are indicated on the Plans or NOT. until the first floor framing is in place or brace the foundation 1 BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE 4-8d BOX (2-1/2")OR EACH RAFTER,TOE NAIL Bidet 1-14 Balconies(exterior)and decks 40 10 3-8d COMMON Additions,Alterations& Renovations: shall conform with Appendix J 16. Double joists under parallel partitions and under whirlpool tubs. Clothes Washer standpipe 2 Fire escapes 40 20 2 CEILING JOISTS TO TOP PLATE 4-8d BOX (2-1/2")OR Double around openings in floor and roof framing. Dishwasher on separate trap) 1-1/2 2. Written Dimensions take precedence over scaled dimensions 3-8d COMMON EACH JOIST,TOENAIL Guards and Handrails 200 CEILING JOISTS NOT ATTACHED TO PARALLEL 4-10d BOX (3")OR Floor drain 2 3 RAFTER LAPS OVER PARTITION TABLE R802.5.2 3-16d COMMON 3-1/2" FACE NAIL 17. Metal flashing shall be installed were concrete abuts wood, Guard in-fill components 50 CEILING JOISTS ATTACHED TO PARALLEL 3. The contractor prior to the start of construction shall verify all and were decks abut house framing. Kitchen sink (one Or two traps, with Or 4 RAFTER HEEL JOINT) SEE TABLE 8802.5.2 FACE NAIL dimensions,existing or new and be responsible for field fit. Without dishwasher and food waste disposer) 1-1/2 passenger vehicle garages 50 18. Install joist hangers at all flush structural load bearing conditions. _ 5 COLLAR TIES 4-10d BOX (3") OR 4. The mechanical systems, electrical systems, plumbing systems and solar energy systems, Laundry tub (one or more compartments) Rooms other than sleeping rooms 40 10 OR 1-1/4"X 20 9a RIDGE STRAP 3-10d COMMON 3" FACE NAIL TO EACH RAFTER shall be installed in accordance under latest State approved Building Codes. 19. All habitable rooms shall be provided with aggregate glazing area of not less 8 percent of the Lavatory - 6 RAFTER TO TOP PLATE 3-10d COMMON OR 2 TOE NAILS ON ONE SIDE AND All systems are to be designed, installed, &specified by the general contractors; HVAC, floor area of that room,and the minimum openable area to the outdoors shall be 4 percent of Shower (based on the total flow rate through Sleeping rooms 30 10 4-10d BOX 1 TOE NAILS ON OPPOSITE SIDE electrical or plumbing sub-contractors. the floor area being ventilated. Refer to Residential Code section R303 showerheads and bodysprays) Stairs 40 20 OF EACH RAFTER OR TRUSS Electrical certificates are to bc;P rovided the electrical contractor. 20. All window and door headers to be 2-2x10 unless noted otherwise. FIOW rate: Roof 4-16d OR 5. All New Footings shall bear on Virgin, undisturbed soil with an assumed bearing capacity 20 20 7 ROOF RAFTERS TO RIDGE,VALLEY OR HIP TOE NAIL of 2000 pounds per square Foot. All Footings shall be 36"below rade Minimum. It shall 5.7 gpm and less 1-1/2 3-16d COMMON p q g g 21. Vent dryers to exterior as per Section M1502 3-1sd BOX OR be the responsibility of the general contractor to verify the depth of all existing footings Vent range hoods as per Section M1503 More than 5.7 gpm up to 12.3 gDm 2 2-16d COMMON END NAIL disturbed by construction. Bathrooms/mechanical ventilation as per Section M1507 More than 12.3 gpm up to 25.8 gpm 3 ALLOWABLE DEFELECTION OF ALLOWABLE in More than 25.8 gpm up to 55.6 gpm 4 STRUCTURAL MEMBERS DEFLECTION WALL FRAMING TABLE 8401.4.1 subscript b: Where the building official determines that in-place soils 22. Smoke Alarms: Shall be listed in accordance with UL 217, installed as per the Section 314 with an allowable bearing capacity of less than 1,500 psf are likely to be present at the site, and NFPA 72 .Shall be provided in each sleeping Room, outside of each separate sleeping no finished ceilinlg attached to rafters/12 with $ STUD To STUD(NOT AT BRACED WALL PANELS) isd COMMON the allowable bearing capacity shall be determined by a soils investigation. area in the immediate vicinity of the bedroom and on each story of the dwelling, including LI180 3.5"x 0.162" 24"O.C.FACE NAIL ' ♦ O basement and cellars and not less than 3 feet from the bathroom door containing a 9 STUD SE STUD AND ABUTTING STUDS AT 16d BOX v 6. Cast-in-place concrete shall tie air entrained; 5% <7%total air content b volume and have Interior walls and partitions HI180 INTERSECTING WALL CORNERS AT BRACED WALL PANELS (3-112"x 0.162") 16"O.C. FACE NAIL y bathtub or shower. Alarms shall be interconnected and hardwired to a commercial source. 16d COMMON Z ry an ultimate compressive strength at 28 days of 3000 psi. Except exposed slabs, WHENEVER an alteration, addition, or conversion is made to an Existing Residence, TABLE 83LI360 10 BUILT-UP HEADER (3-112"x 0.162") 16"O.C. FACE NAIL ALONG EDGES 02.6 5-8d BOX other structural merneL/240 OR 4-8d COMMON(2-112"X0,113") Q garage slabs and steps shall be 3500 psi. All work shall be in accordance with chapter 4. the smoke detection system of the ENTIRE residence must be brought up to code, All othtl bers 11 CONTINUOUS HEADER TO STUD TOE NAIL All Concrete shall conform to the latest ACI standards. hardwired and interconnected. DWELLING-GARAGE SEPARATION SEPARATION MATERIAL Exterior walls with stucco finish HI360 12 TOP PLATE TO TOP PLATE 16d BOX(3-1/2"x 0.162) 16"O.C.FACE NAIL Z R404.1.3.2; Reinforcement lbr Foundation Walls: Steel reinforcement shall comply with 23. Carbon Monoxide Alarms: Shall be provided in accordance with Section 915 FROM THE RESIDENCE AND ATTICS Exterior walls-wind loads/brittle finishes 8-16d COMMON 3- ) FACE NAIL ON EACH SIDE OF END the requirements of ASTM A(315,A 706 or A 996. of the 2020 fire code of NY. Shall be Installed outside of each separate sleeping area NOT LESS THAN THE -INCH GYPSUM OR L1240 ( 1/2" U) 0 Minimum yield strength of reinforcing steel shall be:40,0000 psi rade 40 , in the immediate vicinity of the bedrooms. combination carbon monoxide EQUIVALENT TO THE GARAGE SIDE 13 DOUBLE TOP PLATE SPLICE OR 12 16d BOX(3 112") JOIST(MIN 24"LAP SPLICE LENGTH �+ / .. y g g p (g ) Y Exterior walls-wind loads/flexible finishes L1140 required reinforcement shall be in accordance with Table R404.1.2(1)thru and smoke alarms shall be permitted in lieu of carbon monoxide alarms. FROM HABITABLE ROOMS ABOVE THE GARAGE W NOT LESS THAN 5/8"-INCH TYPE X GYPSUM EACH SIDE OF END JOINT) UJ 1 0 16d COMMON Q R404.1.2(9). BOARD L=span length,H=span height 14 BOTTOM PLATE TO JOIST,RIM JOIST,BANDCOI; (3-1/2")OR 16"O.C. FACE NAIL All CO alarms shall be connected to the lighting circuit with no intervening wall STRUCTURE(S)SUPPORTING FLOOR/CEILING ASSEMBLIES OR BLOCKING(NOT AT BRACED WALL) 16 BOX(3-1/2") 12"O.C. FACE NAIL J Location of Reinforcement:The center of vertical reinforcement in basement walls shall be switch with battery backup. Battery-powered alarms are not allowed. USED FOR SEPARATION REQUIRED BY IRC-R302.6 NOT LESS THAN 1/2"-INCH GYPSUM BOARD J O located at the centerline of the wall determined from tables R404.1.2(1)through R404.1.2(9). 15 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JC` 3-16d BOX 3 EACH 16"O.C. FACE NAIL Vertical reinforcement in basement walls shall be located 24. WALL BRACING: Buildings shall be braced in accordance with TABLE 8802.5.2 OR BLOCKING (AT BRACED WALL PANELS) 2 16d COMMON 2 EACH 16"O.C. FACE NAIL J g NOT LESS THAN 112"INCH GYPSUM BOARD RAFTER/CEILING JOIST HEEL CONNECTION to provide a maximum cover of 1-1/4 inches from the inside face. section R602.10.4.2 Continuous sheathing method. GARAGE LOCATED LESS THAN 3 FEET FROM A APPLIED TO THE INTERIOR SIDE OF J r End conditions for braced wall lines for the continuous sheathing shall conform DWELLING UNIT ON THE SAME LOT EXTERIOR`NALLS THAT ARE WITHIN THIS AREA 16 TOP OR BOTTOM PLATE TO STUD 3-16d BOX END NAIL RAFTER RAFTER GROUND SNOW:20 PSF 2-16d COMMON 1 1 1 R404.1.3.2; Concrete basement foundations shall have horizontal reinforcement as follows: to Figure R602.10.7. Braced wall panel connections SLOPE SPACING W UJ Based on Table R404.1.2(1)- (includes basement entrances and window wells) shall comply With nailing schedule and Figures R602.10.8(1)&R603.10.8(2) OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION R302.5 ATTACHMENT OF GYPSUM BOARD ROOF SPAN 17 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS 3-10d BOX FACE NAIL Less than 8 foot Wall Height: One#4 bar within 12 inches of the top of SHALL COMPLY WITH TABLE R702.3.5 ALL INTERIOR WALLS SHALL HAVE GYPSUM BOARD SHEATHING. 2-16d COMMON wall and One#4 bar near mid-height of wall. 25. WIND DESIGN:shall be as per R301.2.1 A continuous load path shall be 12 FT 20 FT 28 FT 36 FT 3-8d BOX O r , O Greater than 8 foot Wall Height: One#4 bar within 12 inches of the top of provided to transmit the applicable uplift forces in section R80211.1 from the RECESSED LIGHTING FIXTURES RATING WITH PENETRATIONS 18 1' BRACE TO EACH STUD AND PLATE 2-8d COMMON FACE NAIL V wall and One#4 bar near the third points in the wal I story. roof assembly to the foundation. SHALL MEET ASTM El 19 AND FIRE STOPPING PER ASTM E814 OR UL 1479 NUMBER OF 16D COMMON NAILS 7. Base design value for visually graded dimensional lumber: Joists, studs Rafters and All 26. Asphalt Shingles: Shall comply with ASTM D 3462. Wind resistance of Framing lumber shall be DOUG-Fir Larch#2 or better, E= 1,600,000 asphalt shingles shall be tested in accordance with ASTM D 7158 and classified 3: 12 16"O.C. 5 8 io 13 Min. Fb for dimensional lumber=850 psi. as per Table R905.2.4.1 of the NYS Residential Code. TABLE R301.2.1.2 Windborne Debris protection 4: 12 16"O.C. 4 6 8 10 Wood exposed to the weather shall be Pressure Treated Yellow Southern Pine#2 or better. Fasteners for asphalt shingles shall be galvanized or stainless steel, aluminum or Fastening Schedule for wood Structural panels E.o Including but no limited to: Deck Framing, Posts, Headers, Girders&Ledgers. copper roofing nails, minimum 12 gage shank with a minimum- 5: 12 16"O.C. 3 5 6 8 6 r- E 3/8"inch diameter head. The fasteners shall penetrate through the roof sheathing FLOOR FRAMING ° �'- 8. ALL EXTERIOR LUMBER Shall be ACQ requiring the following: and comply with ASTM F 1667.Minimum number of fasteners as per manufacturer Fastener Panel Span Panel Span Panel Span 7: 12 16"O.C. 3 4 5 6 a, O1 t _ `° a°r Type Less than or less than or less than or 4-8d BOX w v rn E m c °o a.) All Fasteners shall be Hot Dipped Galvanized -ASTM A 153 class D but not less than 4 per strip, yp 21 JOIST TO SILL, TOP PLATE OR GIRDER PER JOIST PER JOIST-TOE NAIL o 2 0 O o c a or stainless steel. equal to 4 feet equal to 6 fee: equal to 8 feet 9: 2 6"O.C. 3 4 4 5 3-8d COMMON � c b.) Use Copper flashing Orly against ACQ Lumber Sill Plates 27. Flame Spread Index: R302.9 q 12: 12 16"O.C. 3 3 4 4 RIM JOIST,BAND JOIST OR BLOCKING TO SILL OR TOP 8d COMMON c.) All Structural connectors i.e. Simpson strong-Tie or USP,etc wall and ceiling finishes shall have a flame spread index:5 200 NO 8 Wood screw 22 PLATE ROOF APPLICATIONS ALSO 10d BOX 6"O.C.TOE NAIL .�o ° �, o w N o 0 PP p g based anchor with ( ) ` o:- 0 f U U shall be Hot-Dipped Galvanized or Stainless Steel. Insulation material,vapor retarders within roof, floor,wall, ceiling assemblies 16 inches 10 inches 8 inches o a� ° QY o &attics shall have a flame spread index<_25 2 inch embedment on center on center on center THIS TABLE APPLIES TO CEILING JOISTS LOCATED AT THE 2-10d BOX ff o 0 3 23 BLOCKING TO JOIST EACH END N° 3 L c'c 3 9. All Engineered Wood Products such as"Trus Joists, Micro-Lam, etc" shall be BOTTOM OF THE ATTIC SPACE. FOR CEILING JOISTS 2-8d COMMON o o o s.0 °,,X installed in accordance with the manufacturers latest installation details, Smoke-developed Index: R302.10 lenght LOCATED HIGHER IN THE ATTIC THE HEEL JOINT g ° ° a� _ CO,iu w N Framing connectors,Allowable Hole diagrams, specifications, etc. wall and ceiling finishes having a smoke-developed index <-450 CONNECTION SHALL BE INCREASED AS FOLLOWS: 4-16d BOX N Orn c' �' `r c "Micro-Lam"Design Stress: E= 1.9, Fb =2,600 psi, Fv= 285 psi Insulation material,vapor retarders within roof,floor,wall, ceiling assemblies No 10 Wood screw 24 BLOCKING TO SILL OR TOP PLATE TOE NAIL o L - � 0 o L= `o'E 3 16d COMMON 2 2 ca n ° O 3 o o "Parallam PSL"Design Stress: E =2.0, Fb=2,900 psi, Fv= 290 psi &attics shall have a smoke-developed index<_450 tested with ASTM E 84 or UL 723 based anchor with 16 inches 12 inches 9 inches H c/ H r HEEL JOINT AJDUSTMENT FACTOR � ` ° 0 O ° o E "Anthony Power Beams Design Stress; E=2.1, Fb=3000 psi, Fv= 300 psi 2 inch embedment on center on center 25 2" PLANKS(PLANK&BEAM FLOOR&ROOF) 3 16d COMMON AT EACH BEARING,FACE NAIL L'- ro s c E E' o a 28. SWIMMING POOLS. Shall conform to Section R326 on center 4-10d BOX Mw Z c Q` c d a 0 o lenght 3 1.5 W N'-- f0 U O t n7 10. R310.2 EMERGENCY ESCAPE AND RESCUE: Required in BASEMENTS, o ° a E o o M o ° U 0 each sleeping rooms in basement, habitable attics, and every sleeping room 29. SOLAR READY DWELLINGS: Shall conform to Section R324, including but not limited to: a.This table is based on 180 ultimate design wind speed and a 45-foot mean roof height. 1 /4 1.33 26 BAND OR RIM JOIST TO JOIST 4-16d BOX PER JOIST N a H E nJ=o n shall have at least ONE operable emergency escape opening as follows: Solar ready roof zone area of not less than 300 sq. ft.Access and pathways, roof access points, 1 / 5 1.25 3-16d COMMON Sill height of not more than 44 inches above finished floor. ground access areas panels shall not be located less than 18"from a valley b.Fasteners shall be installed at opposing ends of the wood structural panel. 1 / 6 1.20 27 BUILT-UP GIRDERS AND BEAMS 10d BOX ST O.C.FACE MAIL TO TOP&BOTTOM 9 STAGGERED ON OPPOSITE SIDES z A. Minimum net clear opening of 5.7 square feet. Fasteners shall be located a minimum of 1 inch from the edge of the panel. Except grade floor openings shall have a minimum net clear A permanent certifica�e indicating the"solar-ready zone"and other requirements of 4-16d BOX 0 0 _117 opening of 5 square feet. this section shall be posted near the electrical panel or water heater by the builder, c.Anchors shall penetrate through the exterior wall covering with an embedment length of 2H LEDGER STRIP SUPPORTING JOISTS OR RAFTERS EACH JOIST OR RAFTER,FACE NAIL B. Minimum net clear opening height shall be 24 inches. not less than 2 inches into the building frame. Fasteners shall be located not less than 3-16d COMMON W I- 2-112 inches from the edge of concret block or concrete. TABLE 802.11 2-10d BOX 3" 0 � ~ � � C. Minimum net clear opening width shall be 20". The main electrical panel shall have reserved space for a dual pole circuit breaker RAFTER UPLIFT CONNECTION FROM WIND 29 BRIDGING OR BLOCKING TO JOIST BOX(W) R EACH END TOE NAIL W W Cn D. emergency escape and rsscue openings shall be operational for future solar electric installation and labeled"for future solar electric". 2 8d COMMON (2-1/2P') � z z J O g y pP d.Where screws are attached to masonry or masonry/stucco,they shill be attached from the inside of the room without use of keys or tools. using vibration-resistant anchors having a minimum ultimate withdrawal capacity of 1,500 pounds. RAFTER ROOF EXPOSURE C WOD STRUCTURAL PANELS,SUBFLOOR, J z WHERE Basement contain more than one or more sleeping rooms, 30. EXTERIOR DECKS: Exterior wood decks Shall conform to Section R507 ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND SPACING SPAN 0 Q Q �- an emergency escape opening shall be provided for EACH sleeping room. Exterior glazing in buildings located in Wood-Borne debris regions shall (FEET) ULTIMATE WIND SPEED PARTICLE BOARD WALL SHEATHING TO FRAMING = (� W It shall be the responsibility .� Emergancy escape and rescue opening shall open directly to the outside 31. NEW Construction/Additions&Alterations: protected from wind borne debris. p Y of the General contractor or his subcontractors to submit Glazed opening protection shall meet the Large Missle test AS-M E 1996 130 140 SPACING OF FASTENERS V LLI EXCEPTION: Grade floor or BELOW grade floor openings shall have in detail the design, calculations,drawings,written statements of the mechanical, and the ASTM E 1886 as modified in IRC section 301.2.1.2.1 ROOF PITCH ROOF PITCH DESCRIPTION OF NUMBER AND TYP z N air conditioning,ventilation. heating systems new, existing or upgraded) BUILIDNG ELEMENTS INTERMEDIATE ROOF SHEATHING W 0- anet clear opening of not less than 5 square feet. 9: 9 Y ( 9 P9 ) Garage door glazed opening protection for wind borne debris stall meet <5:12 z 5:12 <5:12 Z 5:12 OF FASTENER PANEL EDGES stamped by a professional engineer if required by the Owner or Building Dept. ANSI/DASMA 115. Areas within hurricane prone regions: SUPPORTS GABLE END WALL FRAMING (� 11. STAIR HANDRAIL: R311.7.8 Provide Handrail on at least one side of each (1). within 1 mile of the coastal high water line were the ultimate design continuous run of treads or flight with FOUR OR MORE RISERS. wind speed is 130 miles per hour or greater. 16"O.C. 12 214 201 30 263 247 6d COMMON 3/8"- 1/2" Bid COMMON(ROOF) 6" SEE NOTE A 6" F( LOOR,WALL) Handrail Height measured above stair tread nosing, shall not be less than (2). In areas where the ultimate wind design speed is 140 MPH or greater. 34 inches and not more than 38inches. All Handrails shall be continuous 16"O.C. 18 277 259 342 322 the full length of the stair from a pint direct) above the to riser of a flight A. EXCEPTION: 16"O.C. 24 340 318 422 396 31 19/32"- 1" Sd COMMON 6" SEE NOTE A 6" g P Y P g I�•- 6" DIAMETER -►I Wood Structural panels with a minimum of thickness of 7/16 inch and a maximum span to a point directly above the lowest riser of the flight. Handrails adjacent to of 8 feet shall be permitted for opening protection.Panels shall be precut&predrilled to a wall shall have a space of not be less than 1-112 inches between the wall cover the glazed openings with attachment hardware provided in the table below. 16"O.C. 28 348 358 476 446 32 1-1/8"- 1-1/4" 10d COMMON NAILS 6" 12" and the handrail.see code for exceptions. Refer to Code for grip sizes specifications. Label all panels and store in a clean dry area of the house. P 9 P P �'"°" 16"O.C. 32 427 398 529 496 CONSTRUCTION TYPE Attachments shall be provided in accordance with the table as follows: 112"STRUCTURAL CELLULOSIC 1-1/2"GALV.ROOFING NAIL 3" p " "I" "l l" "III", "IV", OR"V„ 12. GUARDS: 8312 Porches, balconies or raised floor surfaces located more than 30 33 FIBERBOARD SHEATHING 6 11 16"O.C. 36 469 438 538 547 W above the floor or grade below shall have a railing not less than 36 inches �- I- 16"O.C. 42 535 499 664 622 5/8"STRUCTURAL CELLULOSIC 1-3/4"GALV.ROOFING NAIL 7" 7" N 0 F- in height. Railings shall have Top rails and Balusters and Bottom rails that are I REFLECTIVE RED 34 FIBERBOARD SHEATHING O z NO MORE THAN 4 INCHES APART. EXCEPT: the triangular openings formed j PANTONE#187 16"O.C. 48 599 559 745 697 N by the riser, tread and bottom rail of the guard rail at the open side of a stairway are permitted to be of such a size that a 6 inch sphere cannot pass through. ,,,, 1 35 112" GYPSUM SHEATHING 1-112"GALV.ROOFING NAIL 7" 7" LO Q Open sides of stairs with a total rise of more than:30 inches above the floor or grade below shall have guards not less than 34 inches in height measured TABLE 507.9.1.3(1) w U � w vertically from the nosing of the treads. REFLECTIVE j / 5/8" GYPSUM SHEATHING 1 314"GALV.ROOFING NAIL 7" 7" tY > Q WHITE FIELD fr DECK LEDGER TO BAND JOIST CONNECTION 36 W 0 13. WINDOW FALL PROTECTION: Were the top of the sill of an operable window -- EXTERIOR WALL WOOD STRUCTURAL PANELS opening is located LESS than 24 inches above the finished floor and GREATER - " plywood CONNECTION JOIST SPAN than 72 inches above the finished grade or other surface below on the exterior 7/16 min. structural I WOOd TO RESIST WIND PRESSURES TABLE 18602.3 (3) "` " Panel, Attached to DETAIL <6' 6'1"TO 8' 81"TO 10' 10'1"TO 12' of the building,the window must be provided with a window opening control device DESIGNATION FOR STRUCTURAL that compiles with R312.2,2 Window Opening Control Devices. Frame in accordance 1/2"DIA, LAG SCREW MINIMUM NAIL MIN WOOD MIN.WOOD WALL NAIL SPACING COMPONENTS THAT ARE OF 1/2 DESIGN CRITERIA 30" 23" 18" 15" TRUSS TYPE CONSTRUCTION with Table R301.2.1.2 & 1/2" MAX.SHEATHING NAIL SIZE PENETRATION STRUCTURAL STRUCTURAL PANEL STUD 14. FIREBLOCKING AND DRAFTSTOPPING: Fireblocking shall be installed in STROKE accordance with 8302.11 thru 8302.11.2 and Draftstopping shall be "F" FLOOR FRAMING INCLUDING Of the residential Code PANEL SPAN RATING THICKNESS SPACING EDGES FIELD GIRDERS AND BEAMS of New York State Wind speed: 140 1/2" DIA,THRU BOLT 36" 36" 34" 29" T h� installed per R302.12 thru 8:302.12.1 / "R" ROOF FRAMING No of stories: 2 & 1/2 MAX.M .SHEATHING 6d COMMON NAIL Fireblocking materials R302.11.1 shall be as follows: Mean Roof Ht: 30 ft12'1"TO 14' 14'1"TO 16' 16'1"TO 18' (2.5"X 0113") 1.50 INCH 24/0 7/16" OR 1/2" 16" O.C. 6" 12" M� 11 FTS 1. Two-inch nominal lumber "FR" FLOOR AND ROOF FRAMING Roof pitch: per plan 8d COMMON NAIL 2. 1/2"gypsum board UNDER SECTION 602 OF THE BCNYS WINDOW UNIT Bldg Length per plan 1/2"DIA. LAG SCREW (2.5"X 0131") 1.75 INCH 24/16 7/16 OR 1/2 16 O.C. 6'." 12" 3. Batts or blankets of mineral or fiberglas shall be permitted for compliance & 1/2" MAX.SHEATHING 13" 11" 10" with the 10 foot horizontal fireblocking in walls constructed using parallel Bldg Width Per plan rows of studs or staggered studs. TECHNICAL BULLETIN TITLE 19 NYCRR PART 1265.4 INTERIOR GYPSUM WALL BOARD TABLE 8702.3.5 4. cellulose insulation installed and tested in accordance with ASTM E 119 or NYS REQUIREMENTS WITH ENGINEERED STRUCTURAL WOOD bldg aspect rat10' 3:1 & 1 DIA.THRU BOLT E--I & 1/2" MAX.SHEATHING 24" 21" 19" Nailing Sched: Table R602.3(1) GYPSUM BOARD FRAMING SPACING OF FASTENERS @ U UL 263,for the specific applications GYPSUM BOARD Applicant shall provide engineered wood placard APPLICATION ORIENTATION TO MEMBERS SIZE OF NAILS U' p on or adjacent to electrical meter box for field inspection. LEDGERS SHALL BE FLASHED THICKNESS � Z v TABLE 8401.4.1 PRESUMPTIVE LOAD-BEARING VALUES LAG SCREWS SHALL BE STAGGERED PER 8507.2.1(1) FRAMING SPACING NAILS SCREWS TO WOOD FRAMING PLYWOOD STORM PANEL E� Q �; OF FOUNDATION MATERIALS Residential structures with Truss type construction, 1/2„ CEILING EITHER DIRECTION 16"O.C. 7 12 5d COOLER NAILS ��///!!! 4-�i � ��l Pre-Engineered Wood Construction And/or Timber Construction SHUTTER DETAIL WALL EITHER DIRECTION 16"O.C. 8" 16" ^ > -) 9 CLASS OF MATERIAL LOAD-BEARING PRESSURE for new dwelling and/or any addition,alteration Refer to General Notes for Panel CEILING EITHER DIRECTION 16"O.C. 7" 12" W '� `?' o Crystalline bedrock 12,000 psf a sign or symbol designed in accordance with Title 19 NYCRR Part 1265 5/8" WALL 7„ 12" 6d COOLER NAILS '� Sedimentary and foliated rock 4,000 psf shall be affixed on or adjacent to any electric box attached to the exterior fastener requirements. EITHER DIRECTION 16"O.C. N Sandy gravel and/or gravel(GW and GP) 3,000 psf of the structure for field inspection TYPE"X" AT 1-718"LONG 6d COATED NAILS OR ,..' Sand,silty sand, clayey sand,silty gravel and clayey gravel GARAGE CEILING 5/8'� BENEATH PERPENDICULAR 16"O.C. 6" 611 EQUIVALANT DRYWALL SCREWS. � O !�� M � (SW, SP, SM, SC, GM and 13C) 2,000 psf SCREVVS SHALL COMPLY WITH HABITABLE ROOMS IRC SECTION R702.3.5.1__J O Clay, sandy clay,silty clay, clayey silt,silt and sandy silt CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE 8301.2(1) nches o.c. U (CL, ML, MH and CH) 1,500 psf Where the ultimate design wind speed Is 130 mph or less,nails for attaching wood structural panel roof sheathing to gable end wall fr ming a.When soil tests are required b Section 8401.44, WIND DESIGN SUBJECT TO DAMAGE FROM q Y Where the ultimate design wind speed is greater than 130 mph,nails for attaching panel roof sheathing to intermediate supports sha I to the allowable bearing capacities of the soil shall bie part of the recommendations. o SPECIAL WIND SEISMIC WINTER ICE SHIELD AIR MEAN minimum 48-inch distance from ridges,eaves and gable end walls;and 4 inches on center to gable end wall framing. GROUND SPEED TOPOGRAPHIC BORNE FROST DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL SNOW WIND DESIGN WEATHERING LINE TERMITE b.Where in-place soils with an allowable bearingcapacity of less than 1,500 psf (MPH) EFFECTS REGION DEBRIS CATAGORY TEMP REQUIRED HAZARD INDEX TEMP Y LOAD DEPTH `• R �' � .: are likely to be present at the site, the allowable bearing capacity shall be ZONE determined by a soils investigation. M MODERATE 20 LBS 140 NO NO NO B SEVERE 3-0 TO HEAVY 11 YES NO 1500 or less 52.1 A '; ;�,� -;_ 2 8 2021 f h Qtso�a o II M. In accordance with Section 8301.2.1.2 the jurisdiction shall indicate the wind-borne debris wind zone(s).Otherwise,the jurisdiction shall indicate"NO"in this part of the table. ,.a '9 O.[NY]The ground snow loads to be used in determining the design snow loads for roofs are given in Figure R301.2(6)for sites at elevations up to 1,000 feet. Sites at elevations above 1,000 feet shall have their ground snow load increased from the mapped value by 2 psf for every 100 feet above 1,000 feet. ©F Outside Elevation Extent of header(two braced wall segments) _. Extent of header(one braced wall segment) TABLE 602.10.5 FOR MINIMUM LENGTH OF BRACE WALL PANELS TABLE 602.10.3(1)FOR BRACING REQUIREMENTS BASED ON WIND SPEED 0 L Side Elevation c— rn a 1` I CONTINUOUS RIM FULL HEIGHT BLOCKING Min.3"x 11-114"net header Header fasten king stud to header with _ _ _ METHOD WSP: EXTERIOR SHEATHING OR END JOIST CONTINUOUS ALONG LENGTH CONTINUOUS RIM ADDITIONAL FRAMING FULL HEIGHT BLOCKING 6-16d sinker nails shall occur at top of wall ° , ' . . — — = —' — — = = OR END JOIST MEMBER DIRECTLYABOVE @ 16"OC ALONG fasten top plate to header with ',- - — - n'= - -� �= - — -�� PER TABLE R602.3(3)-FASTENERS 6" OF BRACED WALL PANEL BRACED WALL PANEL BRACED WALL PANEL ° Header shall be Top plate continuity is ° ° ° two rows of 16d sinker nails @ 3"D.C. ,I I I ISI 1, ON EDGE, 12"FIELD. INTERIOR SHEATHING •I I•I I•I I' PER TABLE R602.3(1)OR R602.3(2) — fastened to the required per R602.3.2 ° I I VARIES BY FASTENERS Braced wall line kin stud with V 2-16d NAILS EACH SIDE g ° 1, r o 6-16d sinker nails continuously sheated ISI t y Fasten sheathing with 1/2"wood Minimum 40001b header-to-jack-stud .I ISI METHOD CS-WSP; ti, x g to header with 8d common nails in 3 in.grid strap on both side of opening M pattern as shown and 3 in.o.c.in all framing(studs and sills) structural panels P P 9 •I I'I ,i AS PER TABLE R602.3(3) _ ° L to opposite side of sheathing EXTERIOR SHEATHING ATTACHED 8d @ 6"O.C.ALONG 8d @ 6"O.C.ALONG TOE NAIL 3 8d NAILS — i° WITH Sd COMMON NAILS BRACED WALL PANEL 8d @ 6"O.C.ALONG BRACED WALL PANEL Sd @ 6"O.C.ALONG AT EACH BLOKING MEMEBER Minimum 40001b header-to-jack-stud strap .I 0 on both side of opening opposite side of (0.131 X 2.5"LONG] BRACED WALL PANEL BRACED WALL PANEL Panel splice edges shall occur over ;° sheathing AT 6"0.C.ON EDGE AND 12" O.C. o ° and be nailed to common blocking I INFIELD BRACED WALL PANEL ---,Min.Double 2x4 framing covered with minimum within the middle 24"of the portal- BRACED WALL PANEL BRACED WALL PANEL ° ° ° ° °i° P 9 g 9 g 1BRACED WALL PANEL BRACED WALL PANEL ro = 1/2"thick wood strucral anel sheathin le height, One row of 3"o.c.nailing 1' BRACED WALL PANEL INTERIOR FINISH: iv x i° with 8d common nails @ 3"D.C.in all framing is required in each panel edge. r _ I' SHALL BE MIN. 1/2"GYP.BD FASTENED 3-16d @ 16"OC ALONG 3-16d @ 16"OC ALONG (studs,blocking,and sills)typical if needed (,' I I I•I I' WITH NAILS OR SCREWS IN ACCORDANCE BRACED WALL PANEL 3-16d @ 16"OC ALONG BRACED WALL PANEL 3-16d @ 16"OC ALONG 3 16d @ 16"OC EACH e I° ° W I•I I•I WITH TABLE R702.3.5 OR BRACED WALL PANEL ! 2'to 18'(finished width) TABLE R602.3(1)FOR EXTERIOR WALL BRACED WALL PANEL BLOCKING MEMEBER Min Double 2x4 or Min.length 16" 2x6 King&Jack stud 112"min.thickness wood structural !° per R602.10.5 J _ _ — _•_ _ _ _ H. _ _ J: SHEATHING CONTINUOUS RIM OR P P —� — — — — — — •r7 — — — 4' END JOIST CONTINUOUS RIM OR No.of jack studs per panel sheathing Q 'I . -1'1- ! Min double 2 x post I ' ' END JOIST i° W I• VERTICAL JOINTS IN PANELS SHALL OCCUR Min. 2 2x4 t ( ) YP• Table R602.7(1&2) ' ` O �j •I ISI � 1.i OVER AND BE FASTENED TO COMMON STUDS. ° V !° ° Min.(2)1/2"Diameter anchors I I,I HORIZONTAL PANEL JOINTS IN BRACED 2-16d NAILS EACH SIDE ° !° .I I I•I WALLS PANELS SHALL OCCUR OVER installed per section late washer INTERIOR` I. PND BE FASTENED TO 1-1/2"THICK FULL HEIGHT BLOCKING with 2"x 2"x 3116"plate washer I I-I 1'I COMMON BLOCKING ADDITIONAL FRAMINGUJ SPACING I. CONTINUOUS ALONG LENGTH MEMBER DIRECTLY BELOW FULL HEIGHT BLOCKING Q I I I I I OF BRACED WALL PANEL BRACED WALL PANEL @ 16"O.C.ALONG .I II ISI I. 2 x 4 or 2 x 6 STUD WALL BRACED WALL PANEL Z •I I•I I'1 I• 2X BOTTOM PLATE METHOD CS-PF: CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION - FIGURE R602.10.6.4 U) 0 ;I II I•I I. Attach Sheathing to .. •I I•I I•I 1• EDGE SPACING -6" FIGURE R602.10.8(1) FIGURE R602.10.8(2) W0. BRACED WALL PANEL CONNECTION WHEN Band or Rim joist with nail sole plat Band Sheathing ° nail sole plate BRACED WALL PANEL CONNECTION WHEN SD common nials o;e to joist per Band or Rim joist wi to joist per ''— — — — '-' — — — -1 '— — — —'• at 3"o,c.Top an PARALLEL TO FLOOR/CEILING PERPENDICULAR TO FLOOR/CEILING Sub-Floor ry nailing sched. 8D common nials iling sched. J O FRAMING FRAMING Bottom _ o° at 3"D.C.Top and _ —° ° ° Rim Joist REQUIREMENTS FOR Rim Joist Bottom ° ° ° ° rn' per PlansFASTENING Q ° ° ° ° ° ° ° ° ° Anchor Bolts and BRACED WALL PANEL AS PERW Holdowns per plains 1 LLJ TABLE R602.3.(3) 2 3 METHOD CS-PF: PORTAL FRAME AT RAISED WOOD FLOOR OPTION - FIGURE R602 10 6 4 OUO Simpson 1-1/4" gals. x 20 gage U vJ coil strap with (5) 8d comimon H2A Stud To Rafter Connector Were the distance is SIMPSON H2A nails in each end at each rafter. between 9-1/4"to 15-1/4" at each Rafter. With Typical Metal WINDOW HDR provide blocking @ (5) 8d x 1-1/2" nails in Rafter 4 Ft Perimeter oStrapp = N at Openings N braced wall panels (2) 8d x 1-1/2" nails in plate 4" o.c. Zone Panel Field PROVIDE@STRUCTURAL RIDGES &•o o>= " Each Rafter on Each side w E _� y 20 00 �- 5 8d x 1-1/2 nails in Stud Nails spacing Nailing-See Nailing 2 >To � _ _ t plywood Horizontally ( ) p g g g of Ridge to have a c z m o 8 2 m OUTER THIRD a— �°�'t � " `6" '• OF SPAN ONLY shall have Solid Blocking g �' v of rn o Y a s `o p� n Schedule Dw -1 g @ all Plywood JointsZi Simpson LSU skewable (hanger =_ � _ SIMPSON H2A 2 a Y Y Solid blocking between at each Rafter. With 1-1/4" x 20 Gage Metal Coil °iN Z 2 3 L� a 3 0 3 N L N � C'C.�' O � i' rafters attached to top (5) 8d x 1-1/2" nails in Rafter 1/4 JOIST — 0,-- Strap with (5)-Sd common nails -- plate with 8d nails @ 6 D.C. (2) 8d x 1-1/2 nails in plate DEPTH,MAX. in each end. catch jack studs c c = s ,�4`0= o•S 2"MIN. 1/6 JOIST along length of braced wall (5) 8d x 1-1/2 nails in Stud t Look Out Blocks ° == !5` _ � " o 0 3 o DEPTH, MAX. Comer Holdowns and window or door Header. ° _ _ _ o w o il3JOIST panel. �, _ �, �;._ , �, DEPTH,MAX. Refer to plans _ Less than r•°oro =— E �t' o for locations Typical each side and ALL Gable End Wall ,° „ c r � ,8 iv or Equal ,�: z =,m L y q windows and doors. to 12" = 6. `° ° " o 0 w if required r m Solid sawn joist and rafter RIM JOIST BLOCKING BETWEEN RAFTERS (a�BRACED WALL PANELS � � N cu a � M E 8.5 o Sill Strapping 602.10.8.2 (1) NTS RAFTER-TO-STUD CONNECTOR & notching and boring limits. See details on JACK STUDS TO HEADER TIE RAKE OVERHANG LIMITS - LOOKOUT BLOCKS this page. NTS RAFTER TIOLRIDGE OF GE R P R802.3 NTS NITS TYPICAL ELEVATION PROVIDE MIN.2X4 COLLAR TIES STRAPS 48"O.C. WALL TO HEADER STRAPPING 7 NOTE; 8d COMMON NAILS ARE LOCATED IN THE UPPER THIIRD � ^L_ CI� 4 5 NTS 6 7 2-1/2" LONG 8 g OF THE RAFTERS W THDATTACCHED 4-D NAILS EACH END O n Q 2X P.T.LEDGER; MUST BE ONE SIZE W O � Q CONTINUOUS FLASHING GREATER THAN DECK JOIST AND TREATED WOOD NO GREATER THAN THE DEPTH OF THE RIM JOIST DECKING SECURE TO SIMPSON BSC PAST JOISEXTENDET HANGER ATTACH TO BAND JOIST WITH 1/2"DIA.HOT-DIPPED TOP OF RIM JOIST WITH OMPOSITE RAILING SIMPSON BSC _117 GALV LAG SCREWS PER TABLE R507.2 AND 10D THREADED NAILS OR I SYSTEM.VINYL RAILING PLACEMENT OF LAG SCREWS PER FIGURE R507.1(1) #10 X 3"WOOD SCREWS TOP AND BOTTOM RAIL CUT AT CAREFUL L I 1 see Schedule on DWG-1 AT 6"OCC. FLASHED&CAULKED TO AND COLUMN COVER AND POST TO HEADER CONNECTOR tip of lag screw shall fully extend beyond I POST TO HEADER CONNECTOR PREVENT WATER INTRUSION COMPOSITE DECKING COLUMN CAP.MEET RCNYS LENGTH the inside face of the band joist. SIMPSON ABU POST EXTERIOR OR ATTACHED PER I I FOR CODE 4"TREATED POST TO CONCRETE BRACKET SIMPSON ABU POST 12" Miin BEARING WALL GALV.DECK HANGER MANUF.SPECIFICATION I�I SIDE COVER 2"MINIMUM 4"TREATED POST O CONCRETE BRACKET SIMPSON LUS26 @ 2X6 SIDE COVER 2"MINIMUM SIMPSON LUS28 @ 2X8 X 4 TREATED POSTS c• LAG BOLTED TO JOIST 2-1/2"GALVINIZED CARRIAGE BOLTS NOTCH GREATER SIMPSON LUS28 @ 2X10 — AS PER MANUFACTURES OR SIMPSON SD STRUCTURAL 2-1/2"GALVINIZED CARRIAGE BOLTS CLEAR THAN 50°/„ I SPECIFICATIONS. CONNECTOR SCREW R SIMPSON SO STRUCTURAL (PERCENT)OF 2X LEDGER WITH FASTENERS IN ACCORDANCE O 1/2"DIA.GALV BOLTS W/ GRADE ADHESIVE ANCHORS;HIGH-STRENGTH CONNECTOR SCREW S W PLATE WIDTH 16 GAGE(0.058 IN.)AND 1.5 IN.WIDE WITH TABLE R507.2 2 X JOISTS I GRADE iv LOCK WASHERS. EPDXY ANCHORING ADHESIVE FOR ADHESIVE ANCHORS:HIGH-STRENGTH METAL TIE FASTENED ACROSS AND O USE WITH THREADED ROD EPDXY ANCHORING ADHESIVE FOR O TO THE PLATE AT EACH OF THE SIMPSON DTT1Z W/(6)SO#9 x 1-1/2"SCREWS O 2x RIM JOIST ATTACHED WITH Z MECHANICAL ANCHORS;SIMPSON USE WITH THREADED ROD U.,se 1-1/4" Metal N Z NOTCH WITH 8-10D NAILS EACH SIDE M ALLOWABLE LOAD PER TIE:840 LBS TL ' NOT LESS THAN 4 LOCATIONS SPACED EQUALLY (3)10D THREADED NAILS CR 2 WEDGE-ALL WEDGE ANCHOR Z MECHANICAL ANCHORS;SIMPSON Ctoil Strap 20 Gage iri Q �---�'�AND TWO WITHIN 24"OF EACH END OF DECK (3)#10 X 3"WOOD SCREWS WEDGE-ALL WEDGE ANCHOR 12" Min (5i) 8d common nails = 3. M 14"DIA.CAST-IN-PLACE 4"DIA.CAST-IN-PLACE R507.6.2 SIMPSON H2.5 AT cM U 0 W TOP PLATES OR CONCRETE FOOTING, DOWN CONCRETE FOOTING,DOWN in EACH END at _J BLOCKING EACH JOIST FOOTINGS MUST TO VIRGIN SOIL TO VIRGIN SOIL > Q PIPE EACH Stud. BEAR ON FOOTINGS MUST W SIMPSON DTT2Z W/(8)1/4"x 1-112"SDS SCREWS OVER BEAM (MIN 36"BELOW GRADE) (MIN 36"BELOW GRADE) „ U ALLOWABLE LOAD PER TIE: 1,825 LBS a SIMPSON BC UNDISTURBED PER R507.3 FOR DECK FOOTINGS BEAR ON S 8d @ 6 oc Along � rY � MIN THREAD NOT LESS THAN 2 LOCATIONS WITHIN 24" BETWEEN EACH POST GIRDER SOIL UNDISTURBED Braced Wall Panel PENTRATION OF EACH END OF DECK: JOIST CONNECTOR SOIL FIGURE R602.10.8(1) FIGURE R602.6.1 MAXIMUM OVERHANG 24" P.T. POST TO CONC. PIER & FOOTING 3/8"DIA.LAG SCREW PREDRILLED P.T. POST TO CONC. PIER & FOOTING TOP PLATE FRAMING TO TO CENTER OF TOP PLATE,STUD CONNECTION C@ REAR DECK NTS CONNECTION 6E� FRONT PORCHWALL TO WALL STRAP ACCOMMADATE PIPING R507 EXTERIOR DECKS OR HEADER SIMPSON ABU INSTALLED IN ACCORDANCE SIMPSON ABU INSTALLED IN ACCORDANCE NTS INTS 10 11 LEDGER BOARD ATTACHMENT TO BAND JOIST 12 DECK / GIRDER & RAILING DETAIL 13 WITH SIMPSON SPECIFICATIONS AND DRAWINGS. 14 WITH SIMPSON SPECIFICATIONS AND DRAWINGS. 15 WERE FLOOR JOISTS ARE PARALLEL TO DECK JOISTS NTS FOOTING SIZE PER TABLE R507.3.1 FOR DECKS FOOTING SIZE PER TABLE R507.3.1 FOR DECKS H 1-1/4" x 20 gage G-185 1-1/4"x 20 gage G-185 Hot Dipped Galvanized Strap 1-1/4" x 20 gage G-185 � Hot Dipped Galvanized Strap pp p Hot Dipped Galvanized Strap STAGGERED with (5)-8d common nails with (5)-8d common nails DECK STAIR w N z_ FASTENERS with (5)-8d common nails ct � SEE TABLE 507.2 at each stud at each stud ► H TOP PLATES TOP PLATES IN 2 ROWS Strap may be attached OVER at each stud the plywood OR directly to Strap maybe attached OVER Strap may be attached OVER Q rn UO O O O T6.5" .5"MIN FOR 2X8• Studs. the plywood OR directly to the plywood OR directly to °� _° 5"MAX MIN FOR 2X10 Studs. Studs. GRADE —� Q o STUD BORED HOLE MAX. STUD O O O O Cti .5"MIN O 2 2 �; . , BORED HOLE MAX. DIAMETER 60% CV rap strap under sill Q� DIAMETER 40% (PERCENT)OF STUD `— U ^ �+' M `/ (PERCENT)OF I P D STUD DEPTH DEPTH o ° 11 i°` �� = BLOCK SOLID a Q - z M o an attach to sl pates , ,p 3-16d @ 16 oc Along W � � , , • 2 BETWEEN JOISTS 5/e"MIN. 5/8"MIN. 5/8"MIN. 518"MIN N. 2"MIN LAG SCREW OR THRU-BOLTr' Braced Wall Panel TO EDGE TO EDGE TO EDGE TO EDGE LEDGER BOARD L3/4"MIN _ _ ° ° . N o FIGURE R602.10.8(1) O FSI 'O V NOTCH MUST NOT I— e •�° N M <C OMS NOTCH MUST NOT I III=III EXCEED 25% 0 EXCEED 40% 0 =III '; '• �' (PERCENT)OF0 (PERCENT)OF -111 ° `°` 10 X LEN T OF STEP () STUD DEPTH STUD DEPTH 0 O BORED HOLES SHALL PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS FOUNDATION-SILL-STUD c 40%(PERCENT)AND C '- CAST-IN LA FOOTING C UNDER OTT 2dSL'Pt"z - NOT BE LOCATED IN ` IF HOLE IS BETWEEN STRAPPING BORED HOLES SHALL THE SAME CROSS PER FIGURE R507.9.1.3 (1) 60%(PERCENT)OF Wrap strap under sill >; NOT BE LOCATED IN SECTION OF THE CUT ° • .` THE SAME CROSS STUD DEPTH THEN Applies to Garage Wall and A t� STUD MUST BE DOUBLE OR NOTCH IN STUD 'DISTANCE CAN BE REDUCEDT04.5" =III=III -�; and attach to sill lates TYPICAL STAIR FOOTI t{., ��, .� OF THE N STUD SUCCESSIVE STUDS "=111 NO MORE THAN TWO Slab on Grade Construction '=11I= p 1-1/4" METAL �v �' IF LAG SCREWS ARE USED OR BOLT , ARE DOUBLED SPACING IS REDUCED TO THAT OF X11 ', STRAPPING AND SO BORED LAG SCREWS TO ATTACH 2X8 LEDGERS TO 2X8 BAND JOISTS(112"STACKED NOTE;ALL STRAPPING SHALL BEAR MIN.12"ON STUD OR AT EACH JOIST WASHERS NOT PERMITTED) RAFTER FACE TYPICAL FIGURE R602.6(1) FIGURE R602.6(2) 16 NOTCHING AND NOTCHING AND STRAPPING IN CONTACT WITH CONCRETE OR MASONRY FOUNDATION-SILL-STUD FLOOR FRAMING STRAPPING .J'? BORED HOLE LIMITATIONS FOR EXTERIOR 1 1 8 SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION 1 g STRAPPING 20 WALLS AND BEARING WALLS BORED HOLE LIMITATIONS FOR INTERIOR \^ t NON-BEARING WALLS OR MANUFACTURED FROM G185 OR 2450 GALVANIZED STEEL. AT CANTILEVER FLOOR JOIST `wa op �!'I Fireplace enclosure Thin profile structural insulated to top heathing R-50 Cover Box pushes Rigid insulation 2X ceiling joists of second floor p up and out of the MANUFACTURED LIGHT ENCLOSURE Sheet Metal Firesto thin profile structural glued together see plan w/ ATTIC INSULATION ceiling line way for access p and la on I Od CEIING FRAMING Seal joint with CONTINUOUS BEAD sheathing as draftstop �l Y p Yw Batt Insul support of SEALANT '-� y c,uk=, +,<,� Insulation dams Non-combustible sealant �- a+ c,;ening behind tub Tub attic hatch - R-val blocking I prevent loose-fill Typical equal to the Ceiling Double Frame Attic exterior insulatio re uiremen access opening suBFLooR GLUED,CAULKED j Air Se I insulation from Sealant or 1/4" structural sheathing OR GASKETED TO RIM Gasket falling through Continuous Bead- wall adhesive g �olsTiRIM cLosuRE k = as enclosure liner sealed SEALANT i access of Sealant or e l at perimeter and seams. SILL PLATE INSTALLED adhesive I OVER GASKER SILL Weatherstripping Seal stairs Sealant EXPANDING FOAM SEALANT Pre ab Fireplace Adhesi Casing___-__""` \ 1/2" Gyp. Wall CONTINUOUS BEAD OF SEALANT Refer to manufacturers SEALANT i 1 \ _iPanel frame gap 1X2 Stop RECESSED LIGHTING FIXTURE I Pull down Board DRYWALL CEILING specs for installation manual Ri id insulatio,i Vd�other-stip(hof staircase with caulk Sealant 112" plywood or foam attic hatch AIR SEALING AT PREMANUFACTURED Typical foundation & framing Vi, R-G thres�,o�d (see plan for size) RECESSED LIGHTING FIXTURE See architectural plans PULL-DOWN STAIRCASE DRAFTSTOP & SEALANT AT Wall Access panel INSULATION AND WEATHERSTRIPPING EXTERIOR WALL OF BATHTUB ATTIC HATCH DETAIL AIR SEAL DETAIL (@ PREFAP FIREPLACE AIR BARRIER AT FOUNDATION Weatherstripping and insulation DETAIL TO BAND JOISTS pp g This detail is for weatherstripping and draft sealing, NTS Detail Battle Door Energy Conservation Products It is not to be used as a guide for fireplace installation. 25x54 Attic Pull Down Stair Ladder Cover, Refer to Manufacturer for installation manual. R-50 Insulation F'-50 Attic Stair Cnvrr o O ENERGY NOTES Eave baffle installed 1. All design & construction in compliance and built accordingly to the 9a. R403.3.2: Duct Sealing (Mandatory) Ducts, air handlers and filter boxes shall g p g y adjacent to soffit and cave 2020 Energy Conservation Construction Code of New York State. be sealed by an approved third party(HERS Rater) using the W Q „ „ „ „ „ „ vents. Baffle shall extend over Table R402.4.1.1--Air barrier and insulation installation. The authority having jurisdiction shall be permitted to determine an Manual J Manual, S & D submitted at CO. energy efficiency program to exceed the energy efficiency required by this code. the top Of the attic insulation 9b. R403.3.3: (Mandatory) Duct testing - Ducts shall be pressure tested to determine as per chapter 11 TYP. ROOF CONST. TABLE R402.4.1.1 All HVAC, Plumbing & Electrical systems shall meet the chapter 11 Energy air leakage by an approved third party(HERS Rater) using the (R402.2.3) AIR BARRIER AND INSULATION INSTALLATION manual J Manual , S & D submitted at CO. efficiency, NYS mechanical code, 2020 energy conservation construction code of NYS. 2 x CJ W/ INSULATION 11,J Q COMPONENT AIR BARRIER CRITERIAa INSULATION CRITERIAa ' continuous air barrier shall be installed Air-permeable insulation shall not be used as a sealing material. 2. R401.3. A permanent certificate (Mandatory)shall be completed by the builder General A cont9c. R403.3.5: Building cavities shall not be used as ducts or plenum. Typ Fascia/ AS PER DRAWINGS n/ and posted on a wall in the space where the furnace is located Soffit see OR HERS RATER requirements in the building envelope. 10. R403.4 (Mandatory) Mechanical system piping insulation carrying Const. Dwgs 3. R402.1.2 Building thermal Envelope: meet the requirements of N1102.1.1 - N1102.1.5 fluids > 105 F degrees or< 55F degrees shall be insulated with R-3 Minimum. --� 'J Exte:dor thermal envelope contains a g p q SEALANT continuous air barrier. Building envelope (prescriptive)per table N1102.1.2 insulation & Fen. by Component. J 11. (R403.3.5)Building Cavities (Mandatory) i I Breaks or joints in the air barrier shall be 4. R402.2. Specific Insulation requirements: (prescriptive)shall meet the requirements of Building framing cavities shall not be used as ducts or plenum. Typ. Exterior wall LU W sealed. sections N1102.2 through N1102.2.13 See Const. Dwgs Cavity insulation All cavities nr the thermal envelope shall be filled with insulation. The 12. N1103.5.1 (R403.5.1) Heated grater circulation and temperature maintenance systems (Mandatory) 5. Installation -the components of the buildingthermal envelope shall be installed in Heated water circulation systems shall be in accordance with Section N1103.5.1.1. installation density of the insulation shall be at the manufacturers'product p p Heat trace temperature maintenance systems shall be in accordance with Section N 1103.5.1.2. { recommendation and said density shall be maintained for all volume of accordance with the criteria listed in table 402.4.1.2 or required by code official, ♦^ • or an approved third art using manual "J", "S" & "D". Automatic controls, temperature sensors and pumps shall be accessible. . each cavity. Batt type insulation will show no cords or gaps and pp party g Manual controls shall be readily accessible. maintain an even density for the entire cavity. Batt insulation shall be installed in the recommended cavity depth. Where an obstruction in 6. R402.4.Air Leakage: (Mandatory)Air leakage in accordance with sections N1102.4 through N1102.4.5 13. N1103.6 (R403.6) Mechanical ventilation (Mandatory) RAFTER SEALING AT ATTIC EAVE the cavity due to services,blocking,bracing or other obstruction g The building shall be provided with ventilation that compiles with the requirements of M _ exists,the batt product will be cut to fit the remaining depth of the Section M1505 or with other a roved means of ventilation. Outdoor air intakes and EXTERIOR WALL AIR BARRIER SEALING EXAMPLE "- _ `EE° " cavity.Where the batt is cut around obstructions,loose fill insulation Air leakage shall be tested and verified by an approved HERS rater as having an pp w.e i; N air leakage rate not to exceed three air changes per hour. A written report of the exhausts shall have automatic or gravity dampers that close when the ventilation system ° D1 ,li� P, o shall be placed to fill any surface or concealed voids,and at the is not operating. w a w E t V En °w test results shall be signed by the party conducting the test, p g -°� o,o � _ ° _ ", ° manufacturers'specified density. Where faced batt is used,the 8.2 u�� ° , ° installation tabs must be stapled to the face of the stud. There shall be Refer to N1102.4.1.2 for testing requirements. LOW DENSITY SPRAY FOAM a_ a P N1103.6.1 R403.6.1 Whole-house mechanical ventilations stem fan efficacy "'`� ° _ ° ° yID no compression to the batt at the edges of the cavity due to inset ( ) y Y INSULATION R VALUE I N ` c �.- y ° Fans used to rovide whole-house mechanical ventilation shall meet the efficacy re uirements i ' 0 AR = °Z ° p o stapling installation tabs. 7. R402.4.2: Fireplaces; shall have tight fitting dampers or doors and outside p Y q ACCORDANCE WITH y°'c ,t d 2 ° `- ° ` "o combustion air. Facto built fireplaces shall be listed and labeled of Table N1103.6.1. Exception: Where an air handler that is integral to tested and listed HVAC Rigid Foam or = n N� aY o Factory equipment is used to provide whole-house mechanical ventilation, the air handler shall be Wood Blocking HERS REPORT C;,� �,- " ;r�,s 3 r •ZT 3 C 3 Insulation that upon installation readily conforms to available space according to UL 127. shall be installed filling the entire cavity and within the manufacturers' powered by an electronically comrrutated motor. as backdam C `�, ii i a � N co density recommendation. 8. R403; Systems: N1103.1.1 (Mandatory) programmable thermostats shall be TYP. ROOF CONST. 14. N1103.7 R403.7 Equipment .,.rte N N c N _ °.� provided for each separate heating and cooling system.Temporarily operate ( ) q pment sizing and efficiency rating (Mandatory) i _ 'n N °.. u - r= - N o 3 Q E Roof underlayment '` -� o o w ° o 12 Ceiling/attic The air barrier in any dropped The insulation in any dropped ceiling/soffit shall be aligned with the the system from 55 F to 85 F. preprogrammed thermostats be manufacturer Heating and cooling equipment shall be sized in accordance with 2 x CJ W/ INSULATION `-� ,l i ^ f o o'� � a y sealed to drip edg t �,w ceiling/soffit shall be aligned with the air barrier. shall be max 70 F heating and 78 F Coolin ACCA Manual S based on building loads calculated in accordance with ACCA AS PER DRAWINGS ° - _ E E 2 ° ° 0 9 9• Z.E syr =C) = insulation and any gaps in the air barrier Manual J or other approved heating and cooling calculation methodologies. •`` `°N ° - a Cn co 0 o t y sealed. 9. R403.3: Ducts-Supply and return ducts attics shall be insulated to a minimum New or replacement heating and cooling equipment shall have an efficiency OR HERS RATER r.,r _ t iI ° = a co 0 ° °0 � ,� rating equal to or greater than the minimum re ; II- U ° ~ ° Enc ° Access openings,drop down stair or knee Batt insulation installed in attic roof assemblies may be compressed at of R-8 @ 3 or greater in diameter, and R-6 @ducts less than 3 In diameter. 9 q 9 required by federal law for the Typ Fascial wall doors to unconditioned attic spaces exterior wall lines to allow for required attic ventilation. Diagrammatic. Duct locations drawings shall be provided by an approved third geographic location where the equipment is installed. Soffit see --''� SEALANT + Const. Dwgs party using tManual Manual submitted I�a ihe M " ", Ml "S" &"D" bmitted at CO. r' shall be sealed. 15. N1104.1 (R404.1) Lighting equipment(Mandatory) non-vented Walls The junction of the foundanion and sill Cavities within corners and headers of frame walls shall be insulated Not less than 90 percent of the permanently installed lighting fixtures shall 1 hall be sealed.Thejunction of the b completely filling the cavi with a material having a thermal contain only high-efficacy lamps. plate s J Y P Y g cavity top plate and top of exterior walls shall be resistance of R-3 per inch minimum. Typ. Exterior wall y i�...``-I - U) sealed. Knee walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be See Const. Dwgs " installed in substantial contact and continuous alignment with the air st � .... Q barrier. W Windows, skylights The space between window/door jambs OPTIONAL - RAFTER SEALING AT ATTIC EAVE U) W and doors and i:raming and skylights and framing shall be sealed. WITH SPRAY FOAM INSULATION � DUCT SEALING REQUIREMENTS Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Q TABLE M1505.4.3(2) Floors(including The air barrier shall be installed at any Floor framing cavity insulation shall be installed to maintain LOCAL EXHAUST RATES TABLE M1505.4. INTERMITTENT WHOLE-HOUSE MECHANICAL RATE FACTORSa, b above garage and exposed edge of insulation. permanent contact with the underside of subfloor decking or floor cantilevered floors) framing cavity insulation shall be permitted to be in contact with the RUN-TIME PERCENTAGE IN EACH 4-HOUR topside of sheathing or continuous insulation installed on the AREA BE EXHAUSTED EXHAUST RATES 25°l0 33% 50% 66% 75% 100% SEGMENT underside of floor framing and extend from the bottom to the top of all APPROVED WINDOW perimeter floor framing members. KITCHEN 100 CFM IMTERMITTENT OR 25 CFM CONTINUOUS Factor,' 4 3 2 1.5 1.3 1.0 DEVICE OPENING LIMITING Crawl space walls Exposed earth in unvented crawl spaces Where provided instead of floor insulation, insulation shall be shall be covered with a Class I,black pernianently attached to the crawlspace walls. BATHROOMS-TOILET ROOMS MECHANICAL EXHAUST CAPACITY OF 50 CFM LU vapor retarder with overlapping joints a. For system run dine values between those given,the factors are permitted to be N (- taped. INTERMITTENT OR 20 CFM CONTINUOUS determined by interpolation. _ N z Shafts,penetrations Duct.shafts,utility penetrations,and flue 1 _ b. Extrapolation beyond the table is prohibited. I WINDOW L6 � Q shafts opening to exterior or unconditioned space shall be sealed. = W W 24" (n (36"IN IBC UNITS) 4"SPHERE CANNOT APPROVED WINDOW PASS THROUGH FALL PREVENTION Q W Q DEVICE CONFORM TO0 Narrow cavities Batts in narrow cavities shall be cut to fit and installed to FINISHED FLOOR HEIGHT ASTM F 2090 HEIGHTABOVE the correct density without any voids or gaps or compression,or narrow cavities shall be filled by R312.2 WINDOW FALL PROTECTION DIAGRAMS FINISHED FLOOR HEIHG insulation that on installation readily conforms to the FINISHEEDD GRADE TOP OF THE WINDOW SILL SHALL FINISHED FLOOR available cavity space. BE A MINIMUM OF 24"ABOVE THE FINISHED TABLE M1505.4.3(l) FLOOR AND GREATER THAN 72"ABOVE THE FINISHED ~ Garage separation Air sealing shall be provided between the garage and GRADE OR OTHER SURFACES BELOW ON THE CONTINUOUS ' ` I „ • y AIRFLOW RATE EXTERIOR SIDE OF THE BUILDING.SHALL conditioned spaces. COMPLY AS FOLLOWS: FINISHED GRADE Recessed lighting Recessed light fixtures installed in the building thermal Recessed light fixtures installed in the building thenREQUIREMENTS Q N envelope shall be sealed to the drywall. envelope shall be airtight and IC rated. 1.OPERABLE WINDOW WITH OPENINGS THAT WILL NOT ALLOW I� NUMBER OF BEDROOMS A 4-INCH DIAMETER SPHERE TO PASS THROUGH THE OPENING R312.2.2 WINDOW OPENING CONTROL DEVICES: w Plumbing and Batt insulation shall be cut neatly to fit around wiring and WHERE THE OPENING IS IN ITS LARGEST OPENED POSITION. wiring plumbing in exterior walls.There shall be no voids or WINDOW OPENING CONTROL DEVICE SHALL COMPLY WITH 2,OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FALL ASTM F 2090.THE OPENING DEVICE AFTER OPERATION w cV gaps or compression where cut to fit.Insulation that on FLOOR AREA 0 - 1 2 - 3 4 - 5 6 -7 > 7 PREVENTION DEVICES THAT COMPLY WITH ASTM F 2090. TO RELEASE THE DEVICE SHALL ALLOW THE WINDOW TO C� installation readily conforms to available space shall FULLY OPEN TO MEET THE CLEAR OPENING AS REQUIRE extend behind piping and wiring. (square feet) 3. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW TO MEET EGRESS R310.2.1 Shower/tub on The air barrier installed at exterior walls adjacent to Exterior walls adjacent to showers and tubs shall be Airflow €n CFM OPENINGS CONTROL DEVICES THAT COMPLY WITH SECTION R312.2.2 �, W � � o exterior wall showers and tubs shall separate them from the showers and insulated. tubs, < 1,500 30 45 60 75 90 N1101.14 (R401.3) Certificate (Mandatory) N H d rn ,� ElectricaUphone The air barrier shall be installed behind electrical or rn A permanent certificate shall be completed b the builder or other approved art and posted on a wall O box on exterior wall communication boxes or air sealed boxes shall be installed. 1,501 - 3,000 45 60 75 90 105 p p Y pp party p ,�� oo 0 in the space where the furnace is located, a utility room or an approved location inside the building. o HVAC register HVAC, c shall be otssea ed t the sate building thermal Where located on an electrical panel the certificate shall not cover or obstruct the visibility of the circuit Q ;� cv boots emelape shall be sealed to the strbfloorordr}'wall• 3,001 - 4,500 60 75 90 105 120 directory label, service disconnect label or other required labels. The certificate shall indicate thea/ o14 Concealed When required to be sealed,concealed fire sprinklers shall predominant R-values of insulation installed in or on ceilings, roofs, walls, foundation components s n A L=� sprinklers only be scaled in a manner that is recommended by the 4,501 - 6,000 70 105 120 135 Ct '- '�� --- � manufacturer.Caulking or other adhesive sealants shall not 5 9such as slabs, basement walls, crawl space walls and floors, and ducts outside conditioned spaces; - I� O be used to fill voids between fire sprinkler cover plates and U-factors of fenestration and the solar heat gain coefficient (SHGC) of fenestration and the resultsr`� ' J �'��- walls or ceilings. 6,001 - 7,500 90 105 120 135 150 from any required duct system and building envelope air leakage testing performed on the building. component,Where there is more than one value for each the certificate shall indicate the value IC = insulation contact. > 7 500 105 120 135 150 165 covering the largest area. The certificate shall indicate the types and efficiencies of heating, y't '{ a In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. coolingand service water heating equipment. Where a as-fired unvented room heater : 99 , For 51: 1 square foot = 0.0929 m2, 1 cubic foot per minute = 0.0004719 m3/s. electric furnace, or baseboard electric heater is installed in the residence, the certificate shall �.•, �� 0-10 A10 " "electric furnace" or "baseboard electric heater" `~ E�OF N indicate gas-fired unvented room heater, � as appropriate. An efficiency shall not be indicated for gas-fired unvented room heaters, electric furnaces and electric baseboard heaters. 95-2" 42'-6" 11'-8" 16'-0" 25-0„ 01 19'-4" 23'-2" All BARS,GRILLES,COVERS R310.4 BARS,GRILLES,GRATES OR SIMILAR DEVICES ARE PERMITTED TO BE PLACED OVER EMERGENCY ESCAPE AND RESCUE _____________ _____________________-____ _____________ OPENINGS PROVIDED AS FOLLOWS:NET --- -- ----- CLEAR OPENING SIZE COMPLYING ' WITH R31 0.1.1 TO R310.2.3 AND SHALL .--------------------------------------------------- -----, I BE RELEASABLE OR REMOVABLE FROM THE INSIDE WITHOUT THE USE LADDER&STEPS R310.2.3.1 OF A KEY,TOOL,SPECIAL KNOWLEDGE " ; 22'-6" ; ' W WINDOW WELLS WITH A VERTICAL OR FORCE GREATER THAN THAT REQUIRED DEPTH GREATER THAN 44 INCHES FOR THE NORMAL OPERATION OF THE ; O SHALL BE EQUIPPED WITH PERMANENTLY ESCAPE AND RESCUE OPENING. 1 w 1 1 1 1 AFFIXED LADDER OR STEPS USABLE i i i IN ANCHOR HCR BOLTS IN EACH CS-PORTAL WITH THE WINDOW IN THE FULL OPEN FRAME WALL ABOVE W POSITION. RUNGS SHALL HAVE AN ' ' ' INSIDE WIDTH OF AT LEAST 12 INCHES ; ' ' SECTION-SEE SHALL PROJECT AT LEAST 3 INCHES WINDOW WELL R310.2.3 , , ETAIL 3 ON PG 2 FROM THE WALL AND SHALL BE SPACED HORIZONTAL AREA SHALL BE ' `° ____________________________________________ Z NOT MORE THAN 18 INCHES ON-CENTER MIN V-0"SQ FT.WITH A VERTICALLY FOR THE FULL HEIGHT OF HORIZONTAL DIMENSION THE WINDOW WELL. OF MIN 3'-0"TO ALLOW FOR o EXTERIOR PATIO SLAB EMERGENCY ESCAPE AND oo , 1 6"4000 PSI CAST-IN-PLACE SLAB RESCUE. LADDER SHALL BE ' ' 14"DECK FOOTING n W/6X6 w1.4/w1.4 WELDED WIRE MESH 1 1 N W D_ Q PREMITTED TO ENCROACH ; ON GRANULAR COMPACTED FILL. SEE DETAIL 13 ON DWG-2 ; NOT MORE THAN 6"INTO ' PITCH SLAB AWAY TO DRAIN FOOTING SIZE PER TABLE REQUIRED WINDOW WELL 1 R507.3.1 FOR DECKS ; DEPTH. ; 2-2x8 P.T.GIRDER o J J a 01 L , ry W W ' ,------ --30X16-SLIDER------------ o ' ' 1 , p w 1 'f( riy W ' .____________________ _______. o C a o in X I in I ; DECK LATERAL HOEDOWNS ' ih �,.� N ' SIMPSON DTT2Z w/(8) 4"SLAB LEDGE ' 114"X 1 1/2"SDS ; ; EGRESS ; SEE DET. ON DWG 2 WITHIN 24"OF EACH END c / U) _ TW3052 ; -------------------------------------- -------------- --- ------- ------------------------- ----- -- 1 1 ---------------------- ---- -- ----- ----- ------• , (3)1-3/4"x11-718"LVL 1 ------ -------------------------- ----- -- ' SEE DETAILS ON DWG-2 r ;-------------------- -------; i -- ----------- -- ----------- ----------- ---------- ---- -------- ----------------------------------- --------------' ------------------- --- -------- ------ ------ ------------------- i MAX.FLOOR TO , 1 (2)ANCHOR BOLTS , , In SILL HEIGHT:44" IN EACH CS-PORTAL E o iv 1 FRAME WALLABOVE1 iv o LW c SECTION-SEE D m'0 o E ` IALIARM O I I w DETAIL 3 ON PG 2 w �'Y w E _ N °`o w 1 1 1 1 = U jT U C m C y 0 ' I 1 I 1 1 1 I �7 1 1 1 1 o L2 � O Cc O U 2 ' ALARM co o , 1 1 D U 0 (D 6 0 5 9 a i I I I I I I o° ' ' UNEXCAVATED ' ' � c c`L asi UP 16R 2X4 FRAME AROUND , 1 L� TYPICAL GARAGE SLAB ' '^a ° °' ° m ° 1 1 1 1 O.— ,p U U w ' STAIRCASE FROM FLOOR e O rn ti Y U - I 1 1 d U Y m m - -_---- I TO CEILING. TREATED SHOE ( I ' ' 4" CAST-IN-PLACE SLAB c 2 a = 0- o PLATE AND GYP.WALL BD h fJ , , 1 1 m L" o L rn - INSIDE FACE OF WALL MIN. ° p W!6X6 W4.0 X W4.0 WWM .� 3 `� c 3° ATTACH RAILINGS.HANDRAILS U ' ' , , PITCH SLAB-1l4 FT TO 1 1 0 -------- I 34"-38"ABOVE NOSING. ° `° I I 1 I GARAGE DOORS ' ' ' r• rn(n c m w _c y 1 1 e p ,«- O U O O — m t OUTSIDE BASEMENT ENTRANCE 1 '� o > > f- _ m 1 ° I R302.7 UNDER-STAIR PROTECTION 4 Cl) � � � � � � fA e J J 1 1 C 1 fA N N - `t .� ' .-. -------_ [i' V' 1 1 C C N m O� N.O O'C -� E- ENCLOSED SPACE UNDER STAIRS THAT ' ' a o a 6 L C c m o 8"CONCRETE:WALL ON MIN 16"X 8' ' ' H --_' IS ACCESSED BYADOOR ORACCESS �, 1 1 (n O e- E O V C a FOOTING WITH 4"CONCRETE LAND'NG& , , I ( �� ° I _____,__ I PANEL SHALL HAVE WALLS,UNDER-STAIR �, .� o x I x I , 1 1 t'� m s= E m o 4"DRAIN TO DRYWELL,CONCRETE STAIR ' ' LL L1 , SURFACE AND ANY SOFFITS PROTECTED ° , , , C P 2'z c E-C y-o � c 1 I LL , I U_ ' I - I I ON THE ENCLOSED SIDE WITH C? , Ch , 1 , ' ' w y.-_ Q c '. m o MEETING R311,7-STAIRWAYS. 1 1 It ----- - m c o-E 6 m a m " ° O I 1 1/2-INCH GYPSUM BOARD. oO r 1 , HANDRAIL PER R311.7.8, 34"38"ABOVE ' ' I I N o I ____ ° N ~ I I MAINTAIN REQUIRED SEPARATION ' ' ' ' 9 FL U u=i m a m E a c o n 1 -T-- I LL N N NOSING. 36"HIGH GUARD RAIL ON 1 1 In I J I I DISTANCE FROM ALL HEAT TOP OF CON('.RETE WALL. ' ' ' ' _> > ----- .__ __ ' PRODUCING EQUIPMENT TO ~ J J (2)ANCHOR BOLTS MANUFACTURER'S SPECIFICATIONS ' ' IN EACH CS-PORTAL ' zo -------- I d TYPICAL INT.FOOTING/COL , rn 1 AND LATEST MECHANICAL CODE. i FRAME WALL ABOVE I 1 iV 30"x 30"x 12 THICK In ------- 12'THICK 1 1 '? I °�" CAST-IN-PLACE CONCRETE I ' I , SECTION-SEE p 1 1 1 1 Cl) ________ C, DIRECT VENT 1 I DETAIL 3 ON PG 2 I REBAR:3 #5 EA.WAY C-- N °D 4"DIA STEEL COLUMN ' HEATING SYSTEM ----'---- N o) POINT LOAD ' INSTALL IN COMPLIANCE 'M,) , , ________ ABOVE W/RESIDENTIAL,ENERGY 1 1 1 I &MECHANICAL CODE GAS BOIL R ' A, DROP TOP ______�, I _ ____ __ .___�-__, I O ASREQUIROEDFORCRETE ; I (3)1-3/4"x11-7/8"LVL I - (3)1-3/4"x11-7/8"L L I _ __`_ 1 1 GARAGE DOOR,SEE PLAN • = --- ----------------------------------------- 1 1 I1 FOR GARAGE DOOR SIZE -- -"'I_ I ® ' ---------- ' -I -" - ------= =------ 1 _®�_ 1 , ® 1 ® ' ® ' ---------- -- 1-1 --' ' 1 1 -,----------------- -1--- ---I------- -i- 1 -1-- -1-- -r-- ---------;-- --1-- --------- -1--- -- L-;- ; ' -- = - ----------3'OXy6StIDEP--------------------- 1 i i `° - - --- POINT LOAD --- --- I `- - --- EXTERIOR I � �" - ; ' ABOVE I DINT LOAD LIGHT U 1 I I I ABOVE ; ; ' 1 EGR SS ' ABOVE 8'-10'/z" ° 8' 10" V-10" 8'-10" 8'-10" 1 1 1 1 I 52-10" -------------------------------------------------------------------_UP ' 1 1 N r 1 1 1 1 I , I U I ( O 1 1 •_________________________________________________________________________F.D. ® a o UNFIN. BASEMENT ° I I ' (2)ANCHOR BOLTS AS PER SECTION R506. ~ iv c\I ' 'r�i IN EACH CS-PORTAL O ' z' WS/INSUL �r 4" CAST-IN-PLACE CONCRETE N ' ' Z --_----_Q� 1 0 1 ' ' FRAME WALL ABOVE N o SLAB W/6 MIL VAPOR BARRIER -, , o , � ° 1 , SECTION-SEE LO Q Q R302.13 FIRE PROTECTION OF FLOORS: I o° I I LL ' ' DETAIL 3 ON PG 2 = --------------% ' PROVIDE 1/2"GYPSUM BOARD ON ENTIRE LL I ; W I ~ 1 CEILING ABOVE BASEMENT ATTACHED v � ' ' U W TO THE UNDERSIDE OF THE JOISTS. ( o I I cc i I Q > J m i UJ 0 Q Cn _J o! PLUMBING NOTE: 0 °' LL I U_ I ~ u_( I ALL PLUMBING SYSTEMS SHALL BE '__"_"" --"--"'"""---------- ' ' ' INSTALLED IN ACCORDANCE WITH q ----- -------------------------------- '-------------------------- --'-------- ---------------------- ------ 1 N � � PART VII-PLUMBING -------------------- ------------------4-------- --------; ------ ----------------------------------------------- ELECTRICAL NOTE: 2X10 DECK LEDGERI in ALL ELECTRICAL EQUIPMENT h} DECK LATERAL HOEDOWNS SIMPSON DTT1Z w/(6)SD#9 SEE DET. ON DWG 2 /// 1 iv AND WIRING SHALL BE INSTALLED !e� � X 1-1/2"ONE WITHIN I o ; IN ACCORDANCE WITH PART Vill-ELECTIRCAL 24"OF EACH END AND TWOI ° •-- I 8"CONCRETE PIER ON FOOTING OF THE NYS CODE. A MINIMUM OF 75%PF SPACED EQUALLY ALONG DECK x PERMANENTLY INSTALLED FIXTURES U �° REFER TO DETAILS ON DWG-2 Q I o HOLD 12"BELOW FINAL GRADE MUST HAVE HIGH-EFFICACY LAMPS. 00 co Cf) CENTER ALONG WALL rA I c I 24"x 24"DECK FOOTING MECHANICAL NOTE: TO VIRGIN SOIL THE MECHANICAL SYSTEMS SHALL o c`1 I ( SEE DETAIL 14 ON DWG-2 BE INSTALLED IN ACCORDANCE WITH E-•I ----- ------ FOOTING SIZE PER TABLE PART V&VI OF THE RC OF NYS. P 2-2x10 P.T.GIRDER I ALL MECHANICAL SIZING PER ACCA — _�-- - — - I- --�- -1_ _ —�- -0 MANUAL"S"BASED ON LOADS Ln I , , I I CALCULATED PER ACCA MANUAL"J" i-- U `---- `---- -- DUCT COMPLIANCE WITH MANUAL"Di' O 15'-0" 39'2" 16'0" 25'-0" R303.4 MECHANICAL VENTILATION. I'� Ln DWELLING UNIT SHALL BE PROVIDED C U 4WITH M 95'-2" VENTILATION TIION NHOUSEHOLE ACCORDANCE WITH M U "Cf 01) 70, SECTION M1507.3 TYPICAL FOUNDATION - (9'-0" WALLS ) c,.,,// x U IN ACCORDANCE WITH CHAPTER 4 F'�d � CZ 8" CAST-IN-PLACE WALL WITH 9'-0" FOUNDATION WALL HEIGHT HORIZONTAL REBAR: PER TABLE R404.1.2(1) p A g " FOUNDATION PLAN TYPICALANCHORBOLT -R403.1.6 -)ARC U Greater than 8 foot Wall Height: One #4 bar within MAXIMUM SPACING: 1/2"@ 72"O.C.EMBEDMENT OF 7"WITH �t - �O/t0� „r/ 12 inches of the top of wall and One #4 bar near 9 SCALE: 1/4" = 1'-0" 9 9 NUT&3"SQ WASHER. 2 BOLTS PER PLATE AND HOLD AT LEAST the third points in the wall story. ONE BOLT-12' MAX AND 3-1/2"MIN OFF ENDS OF PLATES. _, VERTICAL REBAR: PER TABLE R404.1.2(8) 1. Walls 24 inches total length or shorter connecting offset braced wall Smoke Detector #5 @ 36 inches on center. *" O panels shall be anchored to the foundation with not fewer than one anchor bolt ON 16"x 8" CAST-IN-PLACE CONT. WALL FOOTING Carbon Monoxide Detector located in the center third of the plate section and shall be attached to adjacent CO braced wall panels at corners as shown in Item 9 of Table R602.3(1). (Fastening Schedule) WITH 3-#5 REBARS CONTINUOUS Refer to DWG-1 General Notes 2-2 x 6 ACQ SILL PLATES, COPPER TERMITE 2. Connection of walls 12 inches total length or shorter connectins' p �° SHIELD,ALL FOUNDATION FOOTINGS TO EXTEND In accordance with Section 915 of the offset braced wall panels to the foundation without anchor bolts s all be permitted 1 TO VIRGIN SOIL AND BE FULL HEIGHT OR STEP 2020 IFC, R314, R315 of the Residential The wall shall be attached to adjacent braced wall panels at corners as shown in `�r� Q1C NE`� FOOTINGS 1V TO 2H . code of NYS Item 9 of Table R602.3(1). (Fastening Schedule) 2 / 95'-2" lo 70'-2" 25-0" 25-0" 42'-6" 11'-s" 16-0" 7'-0" 11'-°" 7'4" Pre-Fab/ Factory Built Fireplaces In accordance with chapter 19'-4" 12'-0" 2'-0 10, factory-built fireplace inserts shall be UL listed and labeled and shall be installed in accordance with the conditions of the listing. Factory-Built fireplaces shall be tested in accordance X4 STEEL PIPE COLUMN with UL 127. Hearths shall be installed in ----------- ------- -- - WITH TOP&BOT accordance with the listing of the ��, PLATES ANCHOR BOLTED TO Fireplace & in accordance with NYS code - ------------------------------- -------------- ---------I 1 FDNANDS.TIRRUPCONNECT ------------------------------ - ---------- -- ---------- for Hearths & Hearth extension.TO 0 (3)1-3/4"x 16"LVL FINISH TO 8X8 W/2X FRAMING All Fireplace shall be equipped with an exterior air supply. Exterior air ducts W J AND AZEK TRIM shall be UL listed. Factory Built Chimneys O shall be in accordance with chapter �/ x NOTE: 10 Section R1005 Factory Built Chimneys. Z Of f) X I 9'-0" PLATE HEIGHT W p I I v M 1 I r I AT GARAGE TW3052 TW3052 UL LISTED GAS ' ' � GUARDS R312.1 PRE FAB FIREPLACE COVERED �' WOOD LANDING Ln GUARDS SHALL LK PROVIDED FOR THOSE PORTIONS, U" 0 GLASS DOORS& MASONRY OPEN-SIDED WALKING SURFACES,INCLUDING STAIRS, V / 0 &STAIRS& 0 o D � HEARTH EXTENSION PATIO � � RAILINGS AS 2"2x10 2.2x10 io RAMPS AND LANDINGS,THAT ARE LOCATED MORE � /1 co iii N AS PER RESIDENTAIL j PER CODE cv THAN 30 INCHES MEASURED VERTICALLY TO THE FLOOR uj u 0 0 CODE-CHAPTER 10 STONE FINISH OR GRADE BELOW AT ANY POINT WITHIN 36 INCHES VENT TO EXTERIOR AS SELECTED o ----------- -`--------- HORIZONTALLYTOTHEEDGEOFTHEOPENSIDE. BY OWNER j -------------- ,/Z" 24 1 5/2, CONSIDERED AS A GUARD INSECT SCREENING SHALL NOT BE > /.� I ------------ --------- ---- HANDRAILS R311.7.8 `�•/ M I I I T.O.W.81-01, HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN ONE W 12'-9 31/32" J TW21046-3 SIDE OF EACH FLIGHT OF STAIRS WITH FOUR OR MORE RISERS. W I I� 4-2X6 I --_ POST -- --- --- _ -- -- - --- m -- co i ;'''�3"); _�-'y��•�',��., TJI 560 16" nroo Floor Joists 16"oc �(� `�Y. 1 4' LVL I co N N i N TW3052 EGRESS EGRESS TW3052 I FWG16080-4 SAAS �. cu °? (3)1-314"x11-7/8"LVL FLUSH GARAGE N 4-2X6 DWELLING GARAGE 2-2x10 2 2x10 POST (3)1-3/4"x11-7/8"LVL I 5'-6" 4-0" 6'-3'/z' SEPARATION IN __--------- _________ ACCORDANCE WITH to E.O 18'_8" 11'_9" 11'-7Ya" KITCHEN /a" 3'/z" of ' TABLE R302.6 o c N 5/z' 5, 5Yz' 9'-0"CLG HT 00 PANTRY o SEE DWG-1 FOR TABLE N o m o E INSULATE WALLS m m = m ON `o 210 °'c U UP 16 R N M1 N ¢_ AREA. WITH LIVING ------------------------ _ o =c t3 `o v y y tD (n(D N C U -------- ® ~ 9'-0" PROVIDE:HEAT i ao c o � o _ _ 'O— n � c v - PLATE HT DETECTOR PER R314.2.1 ' 2'o o t- 0� M.a° T I t� 2 ii �' n _ �- > aw 2.o 3 L c1 o: o m w ________ i N N ` C O ?.0 = `d� E 0 o- o o -- - -- 3.6.. 4'_6� * co o Ll 0 or�' mos.. -� 3'-6 20'-4" " in o 0 0 o c o _ 1_ . a -------- " -- - — - - - (2)13/4"x16 LVL co r o 0 o c U r, a 3 z' I = - - - — - — - — x n. �.c c= r m rri ow o.c -------- FAMILY LL o 5'-4" 4'-0" 2�,/„ II o� o °� M L L N•p E ------ ROOM r = 5'i�' a3Yz' z t � � `� m s_ E ��oa 5/8"FIRE RATED GYP BD o c}-0 ; c m m _ UNDERSIDE OF STAIR W/ N B N m m y BEDROOM #1 -------- UL LISTED GAS OPEN 4 °' o v = Q•E.� m w ` r-. I •_ L to a c O - a R 30 SPRAY FOAM o Z'c ' �-_ F_-__ N H U to W i� �- M E Q. O a �n 4'-0" PRE-FAB FIREPLACE TO N w w N r (� = o o'm c c m o m 9'-0' CLG HT r c m m o F- 0 0 �► C14GLASS DOORS& ABOVE `� m ° FAN --- (2)1-3/4"x 16 LVL -- -- _ HEARTH EXTENSION ¢ x o -- - - - - - - - - - - - - - - - - - - - 9 AS PER RESIDENTAIL °o ® aS: --- ----------- ----------- CODE I O --------- CODE-CHAPTER 10 ¢ C? LL " - -------- 2'6' " VENT TO EXTERIOR "' Me^'- m --------- N --------- ( N U c � - R-21 BATT 2'8" --------- co � --- INSULATION ----------- ----------- --------- _ ___ DN BALCONYABOVE ~ ip MUD o UP 14R Cl) ------ _—_ --_ — - - — —_—_ — — — _ —_ - ROOM o WALK-IN r J (3)1-3/4"x11-7/8"LVL FLUSH 9'-0"CLG HT CLOSET � 2'6' CD Ocn 10'-9" a S Z 16'-4" t.;, 0 2'-1" 3'4" 8'-4/�' CO R302.5.1 OPENING PROTECTION. �5Y� �4t3Y� (3)1 3/4"x11 114"LVL INSULATED SOLID CORE STEEL " " 2 2x10 DOOR,20-MINUTE FIRE RATED. "' "' WEATHER STRIPPED 2'-6" - - - - — - - - — — — — — — — — — — — W/SELF CLOSING DEVICE. LIN o FAN (2)1-3/4"x11-7/8"LVL FLUSH V-0" CL TW3052 " II NOTE: _ 11'-11" 0 5f0" 11'-4" 9' 8' 14'-0" `� 9'-0" PLATE HEIGHT `� AT GARAGE " II o DINING 2-2xlo 2-2x10 T 19 STUDY a II z __ 9'0"CLG HT m ti `° ROOM --- o BATHROOM 6 (9I w 9'-0"CLG HT - TW3052 TW3052 N F- s� w I �I O 9'-0"CLG HT m s L zo 0 0 -o, X N z �� ihlt 0 FAN oo `o ° N M to t: Q = W �o o ® 4.. __ to M [N)]915.3.3 Residential Buildings and Commercial Buildings With an Attached Motor Vehicle Related Occupancyj�° Q Q 6 �J '-0'/i' U) 6 2_0 (, Carbon monoxide detection shall be installed in a central or otherwise approved 5 W U 2-2x10 N t" �� (D ,� location in each occupiable space in a commercial building and within 10 feet off N v x D H the entrance to sleeping areas and sleeping units in residential buildings 4 N N M z N and commercial buildings that: 0 o TW3052 TEMP GL (3)1-3/4"x 9-1/4"LVL (3)1 /4"x 9-1/4"L L (3)1-3/4"x 9-1/4"LVL 1. Have a communicating opening with an attached motor vehicle related occupancy, iV iV '•" 'n 2. Share one or more common walls with an attached motor vehicle related occupancy,or 3. Are located one story above or below a motor vehicle related occupancy. F.y TW3052-2 EGRESS 4 TW3052-2 WINDOWS, EXTERIOR FRENCH & SLIDING DRS Plans indicates ANDERSEN series 400 Tilit Wash I I I I I Model Numbers and shall be In accordance with R609 E-RETo be designed & installed as per manufacturers h�+� o _ M specification for 140 ultimate design wind speed and Table 301.2(2), 301.2(3) Provide HP LOW-E4 glass; U = .30, SHGC = .30 W EGRESS: shall meet R 310 -C� - - - - x6 POST WINDOW FALL PROTECTION: shall meet R312.2 a FINISH TO 8X8 W/ Substitutions made upon meeting Code. o AZEK TRIM See page one, general notes for additional Z - [� d code requirements. o I I -� I j I I --------------- - -------------- 1--� � --r � rn --------------- ----------- 0 r W Q 1 3-2X6 POST/ v O TO RIDGE I I MID 2x10 RAFTERS 0.16"oc a I O 2x10 RAFTERS (a.16"oc - - - - - - - - - - - - - 2x4 COLLAR TIES @ 16"oc X m rTW3052-2 EGRESS O w 2x4 COLLAR TIES @ 16"or .. M U W 7 3-2x10 J , 54'-2" v I 16'-0" 25'-0" I O ' J 5'-6'/z" 8'-9" 39'-10'/z" I o x 0 AFTER "oc I 2x10 RAFTERS 0 16"oc W W 2x4 COLLAR TIE @ 48"oc , 2x4 COLLAR TIES @ 48"ccz 3-RAFTERS I W d W ti} - - -_ - - 15'-9"x 2'0" FIXED GLASS TRANSOM t• TW3046-2 I-€GR-€SS t_ - - - - - - - - - - - - - - � N 11 =41I - - - - - - - - - - - - - - - - - - - - - - - - - � I I E ° (3)1-3/4"x IT"LVL �`D I � �� y I W , 2-2x10 I `\ T X6 POS I a \ I w Y E 2_ N-a o y I T RIDGE I o _ cv I �_u o p I \ 2x10 RAFTERS 16"oc ' ° O0 \ c 101 um c t o c MC c I 12x10 RAFTERS Cagy 16 oc � cfl � Y � 2x 8 RAFTERS lad 16"oc X � I c c �� o � . ._ r 2X8 CEILING JOISTS @ 16"oc oN, Cn c-� o " a ° D ff s `o I 5'/s' 5-1 5'/s' 7-10" N ,/1) 5-0 \ 22-10 I , 5'/2" 10-10 5'/�' 16-2/z t� W 51/zr \ I z a� o o a ac "- o u \ 2x6 CEILING JJISTS 16"o.c. - 2x4 COLLAR TIES @ 48"oc FII n aoi m Y m" 4 I --------- �� I �� ATTIC � I N 0 3 �n3 U \ I N L u) O Lys` O UUN 2x8 RAFT RS 16"oc I --------- \"'/sr, -j o �� / ° ¢ � a" 0 0 0 °' mn F-•¢e @ --------- +9/ I N I,-O-� i -4�, ' O O I �- U O O U O 6 c rn_N w y 2 2 m _C? 2X6 CEILING JOISTS 16-0c \� / X U I I Ia m•�n c L 'o w o E I 2x4 COLLAR IES 48"o ------- - I ( I " o a 8'0' PLATE @ M ---¢ - - ` `t o L r cv - - - - - - - _ I \ vc oo - X - - N 2-RAFTERS oac� a - - - - - �- - - - " I � � - W � � `T � c�� c L— n / 8'-0"PLATE 3 _ — _ - _____ / Un lnished 2nd Floor I -" o a w o w I - �l o J� - - - X (1)1-314"x 12"LVL RIDGE M \ / --------- v 1 In ' oo Storage Only lr N N r - - — - — - — - - - - �- - 7 I I I N t4� ?.2 L to=O C G / � --------- Open to �� I ( ,DN I = c a E m � o $s N T41/2", .r rnQlncm m o •- O �/ I O O'o 7 L C O 4- N 13-4/z ' 5'_ 5'/z' ' below X o m I- io E n._ o n / _ _ yI '/ FLAT CLG in w0D I I I I I IN I C / @ 2ND FLRLEVEL �(3 I --------- / I Q9� N --------- 17'-6'/a" O to �cn ao NSU ATION --------- - — - — - — - - — - — - -I mI 2-2xiC W I - 2 RAFTERS o r --------- O- i o I w BEDROOM #3C 2,-6„ W �� N --------- X MI O _______ I _ �� I _ �� 8'-0"CLG HT / o Gy Z_ m W �; --------- sj o w O �m N / tiS, x UU Ln Lu ® G N X O zz ____--_-_ 2 CI co Lu o (1)1-3/4"x 12"LVL RIDGE _ ° _ N I `O I OPEN RAIL OVER LOOKING BELOW M Z co — - _ I cnCD 0 r, I J� ,4„ --------- - - - - - - -- - _ - - - - - - - - - - - - W W I O 0 (1)1-3/4"x 12"LVL RIDGE z Of R-21 BATT 3-RAFTERS N °X°N I O g o ( Q g INSULATION v I I N �' HALL NC13 BEDROOM #2 o ij 1 I I I N I 8'-0"CLG HT O x 8'0"CLG HT o 0 o I N d v ' - - - - - - - _ - (O CO N O O O N I N LIN 2'-6" S �� W I ' 17'-4"_ I ifl a o T — — — — — — — — — — — — — \ �'s-N / ' \l i'-0" 2'-0'/z" 11'-0" ry L w w L 3-6/i' I 2x10 R FTERS 16"oc 1 x10 RAFTERS 16"oc I M" 2'-6" N O 1 \ o z g I @ 48"oc 2x4 COLLAR TIES @ 48"o ti 3/2" 31/2" M 4'-0" 4'0" `_c 3/z S � J o I 2x4 COL R TIES ' " / \ o W O CLOS I o CLOS I F® I / I \ / T \ N 0 N N M / ° CLOS / W I \ / \ CIO N N N I I 3-2x10 I �LU - I T-3"x 2'-0" /9'-6 = / 1 / Oo I \ CLOS / 0 1 \ � O TW3052 EGRESS N z ATTIC yZ" M W' 3'/z" , _ / � \ M - - - - - - - - - - - - CA HATCH p( `� I � O 1 -I' - I o X I N X T-8" oI 1 f N ' I C? LO V (Lj o N 5 '/zLij > Q BEDROOM #4 I I I =" I I Q \ 5'-4'/z" ' I 8'-0"CLG HT I U " I I I 1 2x8 RAFTERS R 16"oc I I 1 I Lzo ifl 2x8 CEILING JdISTS @ 16"oc I `" Lr) I 2-2x10 I I 2x4 COLLAR TES @ 16"oc I I 2-2x10 I I r - - - ' - - [NY]915.3.3 Residential Buildings and Commercial Buildings L - - - - - - - - - - - - - - - TW]036 - - I 3-2x10 I L - TW3036 j - - - U I With an Attached Motor Vehicle Related Occupancy r M� R312.2 WINDOW FALL PROTECTION NOTE: Carbon monoxide detection shall be installed in a central or otherwise approved `erg - - -TW3046-2 1 -EGRESS - - J I location in each occupiable space in a commercial building and within 10 feet of TOP OF THE WINDOW SILL SHALL the entrance to sleeping areas and sleeping units in residential buildings 2x 8 RAFTERS @ @ 16 II and commercial buildings that: I 2x6 CEILING JOISTS @ is"oc I BE A MINIMUM OF 24 ABOVE THE FINISHED g NOTE:GLAZING HAZARDOUS LOCATION: R308.42x4 COL AR TIES @ 48"oc FLOOR AND GREATER THAN 72"ABOVE THE I I 1. Have a communicating opening with an attached motor vehicle related occupancy, INCLUDING BUT LIMITED TO THE FOLLOWING: FINISHED GRADE OR OTHER SURFACES 2. Share one or more common walls with an attached motor vehicle related occupancy,or I BELOW ON THE EXTERIOR SIDE OF THE 3. Are located one story above or below a motor vehicle related occupancy. ,-, SAFETY GLAZING(TEMP GLASS)IS REQUIRED AT GLAZING IN ABUILDING WALL ENCLOSING I ( BUILDING. SHALL COMPLY AS FOLLOWS: �j a BATHTUBS AND SHOWERS WHERE THE U .--� BOTTOM EDGE OF THE GLAZING IS LESS I I R312.2.2 WINDOW OPENING CONTROL DEVICES: v� O THAN 60 INCHES ABOVE A STANDING 4'-1'/2' 6'-3'/2' T-2Yz" , lie , +� WINDOW OPENING CONTROL DEVICE SHALL SURFACE AND DRAIN INLET. I 3-2/z 6-3/z 4 1/z I ¢ Z O COMPLY WITH ASTM F 2000. THE OPENING WET SURFACES:R308.4.5 15'-0" 13'-7'/z' 11'-11" 13'-7'/a' I DEVICE AFTER OPERATION TO RELEASE THE �I F.-•� � � ��l GLAZING IN WALLS, ENCLOSURES CONTAINING DEVICE SHALL ALLOW THE WINDOW TO ^ ,� M V WHIRLPOOL,BATH TUBS,SHOWERS, L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -J ~ M O SWIMMING POOLS,HOT TUBS WHERE TH BOTTOM FULLY OPEN TO MEET THE CLEAR OPENING , EDGE OF THE GLASS IS LESS THAN 60" AS REQUIRE TO MEET EGRESS R310.2.1 U �O .� MEASURED VERTICALLY ABOVE ANY STANDING OR ® WALKING SURFACE SHALL BE CLASSIFIED ASa. GUARDS R312.1 3g'_2" cz PER TABLE R308.3.1(1)AIND R308.3.1(2) -' M cz GUARDS SHALL BE PROVIDED FOR THOSE PORTIONS OF �D��e EXCEPTION:GLAZING THAT IS MORE THEN 60" OPEN-SIDED WALKING SURFACES, INCLUDING STAIRS, R �� J 141,� '�.1` O MEASURED HORIZONTALLYAND IN A STRAIGHT LINE, RAMPS AND LANDINGS,THAT ARE LOCATED MORE S Smoke Detector x Q� �,j,F0 U THAN 30 INCHES MEASURED VERTICALLY TO THE FLOOR 2ND FLOOR PLAN O l FROM THE WATERS EDGE OR GRADE BELOW AT ANY POINT WITHIN 36 INCHES -_ Carbon Monoxide Detector r I :jjj� vp HORIZONTALLY TO THE EDGE OF THE OPEN SIDE. D A B SCALE: 1/4" = 1'-0" co Refer to DWG-1 General Notes ? -Ail � SAFETY GLAZING IS REQUIRED ADJACENT TO O Smoke Detector r k STAIRWAYS, INSECT SCREENING SHALL NOT BE S LANDINGS, AND RAMPS WITHIN 9 9 9 In accordance with Section 915 of the r " 36 INCHES HORIZONTALLY OF WALKING SURFACE CONSIDERED AS A GUARD. Carbon Monoxide Detector < 2020 IFC, R314, R315 of the ResidentialOR WITHIN 60 INCHES HORIZONTALLY OF THE BOTTOM CO Refer to DWG-1 General Notes AREA SCHEDULE , ,, HANDRAILS R311.7.8 TREAD OF STAIRWAY IN ANY DIRECTION AND WHEN code of NYS .'�-5�•_ t, EXPOSED SURFACE OF GLASS IS LESS THAN In accordance with Section 915 of the NAME AREA opt 60 INCHES ABOVE THE NIOSE OF THE TREAD HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN ONE 2020 1 FC, R314, R315 of the Residential OR WALKING SURFACE. SIDE OF EACH FLIGHT OF STAIRS WITH FOUR OR MORE RISERS. code of NYS SECOND FLOOR AREA 996.0 sq ft. 12 12 S, 12 12 TOP OF PLATE -- W 00 Ll L11 UO 0� W Q 2 D � zz TOP OF SUBFLOOR _ – (n 0 TOP OF PLATE— – W I Q O W W �- 1 it 11ul 000 (0 c) TOP OF SUBFLOOR - - rn TOP OF FOUNDATION – .N Q C N I --- I � U w'- O U C U) C ` ----' I I I I I I c c z a m c i I U f�A 01 `O w Sr j00 - y3,� iiI I �I � o3 -1.0 3 I I LEFT ELEVATION I I I . n � or� 3 °c � `o' oa� c �mu`0,so� o I SCALE 1 /4" _ 1 �_011 I I I I L � �,�.co Ico o a0 CC U ° o oa c ;3cE a TOP OF FOOTING - — - - – ' – – – – – – – – – – – – – – – – – I' – – – – – – – – – – – – – – – – – – – – – – – – – – – I–I – – 'I – ' I – I r- 0 a•E a o o ° r C Z, C N O C c — - — - — - — L — — — — — — — — — — — — — — — L J IL- 5 of m a- Fs- m E o_.E o C. R303.8 Exterior Stairway Illumination Exterior stairways shall be provided with artificial light source located at the top landing of a stairway. Exterior stairways providing access to a basement from the outdoor grade level shall be provided with an artificial light source located TOP OF ROOF at the bottom of the stairway. -- - - - - _ – 12 12 12 12 12 12 12 12 12 12 12 12 12 S, TOP OF PLATE:— - - _ — — _ TOP OF PLATE LLJ 12 12 o O N Z 12 12 LOi Q o S� _ LU Li Bo q W-17 > Q °' Q W U 1-12 _TOP OF SUBFLOOR_ _ _ 4 4 GARAGE)(ROOM ABOVE� TOP OF PLATE: TOP OF SUBFLOOR - - - - - - - - - - - - - - - - - - - Mei TOP OF PLATE - - - - - - - - - - TMS r— —� ADJUST ROOF , TO ALIGN FASCIA'S i � U ; � TOP OF SUBFIOOR t•--I •-+ c� — _ - - TOP OFFOUNDATION _FOU _NDATION 70P OF FOUNDATION 00 M -0 00 o CIS � o U `O I I I I I I I D �j'�®�, , n� I ' V FRONT ELEVATION I �� I I t I I I I I I I I I I — I I I SCALE: 1 /4" V-011 I I I L — J L — J L — J TOPOF FOOTING - - – ' – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – ' – – – – – – – – – – – – – – '— – – – – – – – – – – – – – – – – – – – – – – – – ' i -'�r{�'F NE`�'t� .r - — - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 12 �'ry 12 12 12 S W(.) o Z � Wp /9 z Z _ / ® F w n n TOP OF PLATE- - - L.L - j JJO WWEl E- OUO c/) U) TOP OF SUBFLOOR — _ rimF] LIME] 11a 0 c fG N O O L E TOP OF FOUNDATION M U p) U ElE111L] El rl ED ElEl 4. y O U y p ID I ' � o.aom �owcci ° o C CLU N Y m m y f0 N N �L RIGHT ELEVATION � L � �� gm ��, - �- 2. I it 1 11 uL° o R o o—� ' SCALE. 1 /4" - 1 -0 ' I _ 3 � a � � a � aa�@� mcm �°gym I I I cc 2fu cU o t env c v c o.E m my �. IL- co� aimu IL- mEason- TOP OF FOOTING _ — — — — — — — — — — — — — — — — — — — — — _ - — — — — — — — — L J — — — — — — — — I^ 12 12 12 _ 4 12 12 S, 12 12 W 12 12 r f-- 12 12 N Q 12 12 Z L < � Q Q W U u - - - - - - - - - - - - - - - TOP OF PLATE J TOP OF PLATE - - - - - - - - - - - - - - - - - - May F 11 . . . . ... . . . . TOP OF SUBFLOOR. _ TOP OF SUBFLOO_R - - - - - - - - TOP OF FOUNDATION — to — _ TOP OF FOUNDATION - - - p bb 00 I I I I I I I I I I I 1 I po*, I I I I I I I I I I I I I ✓ F� � II REAR ELEVATION LEVATION I °-j- �Hl^ SCALE. 1 /41 _ -011 ' o L J L rJ I I ' ' EMERGENCY ESCAPE Fa '" 1 , A TOP OF FOOTING I I I I I AND RESCUE - - - - - - - - - - - - ' — — — — — — — — — — — — — — — — — — — — — — — — —' — — — — — — — — — — — — — — '— — — — — — — — — — I— — — — — — — — '— — — — — — — — I — — — — — — — — — — — — — WINDOW WITH WELL — — — — — — -L — — — J- ' - - - - - TOP Or � TI ego 2' e - - - - - - - - - - - - - - - - - - - - - - - - - C - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Z - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �- 1 - - - ;�� ..�� .�o , TYPICAL ROOF CONSTRUCTION RIDGE BOARD R80214.6 COLLAR TIES Class A 30 YR Architectural Roof Shingles w/ SHALL BE NAILED with 4-10d fasteners per manufacturers specification BOX NAILS IN ACCORDANCE and the NYS CODE. WITH FASTENING SCHEDULE Underlayment as per section R905.1.1 & installed per Table R905.1.1(1) Ice & Water barrier as per section R905.1.2 2x4 CT @ 48"°c (Note: Double underlayment is required for Roof slopes between 2 on 12 and 4 on 12) Framing As per plans with 1/2" exterior grade span rated structural plywood Sheathing, R-38 SPRAY 12 Nail to framing in accordance Fastener 12 FOAM IN EACH 12 Schedules & Strapping per detail sheet(s). RAFTER CAVITY Flashing per R905.2.8 Q 12 i W RAFTER/CEILING JOIST HEEL ''" TYPICAL SOFFIT CONSTRUCTION. JOINT CONNECTION 4 12" overhangs-typical U SHALL BE NAILED TOGETHER IN ACCORDANCE LAPPED LAPPED NOT LESS THAN LAPPED JOIST 6" Wood fascia & 6" Wood rake boards. WITH TABLE R802.5.2 SHALL BE NAILED 16d Trim in azek" or equal (SEE DWG-1 FOR TABLE) COMMON NAILS IN ACC ANCE Mtl di WITH SIMPSON H2AAT EACH WITH TABLE R8G2.5.2 ON eadrip G-1 edge per R905.2.8.5 W RAFTER TO STUD. AZEK Soffits w/ 1" screened vent strip TYPICAL EXTERIOR WALL 12 7 Unfinished 2nd Floor ENGINEERED 2x6 Doug-Fir Wood Studs @ 16" oc. v O Storage Only FLOOR Double top Plate and Single Sole Plate. W BEDROOM #2 1/2 exterior Grade - Span Rated 0— _- - --- -- Continuous Structural plywood Sheathing. —� TOP OF PLATE Fastened per Fastener schedule. tyvec House Wrap orequal. --� '�•�� O composite or Wood Siding as per clients selection ® ® installed per manuf specs and NYS code. W W �— Cont. load path strapping installed in accordance n/ h with drawings. Provide Fire Blocking in accordance LL.. oilR-21 BATT with R302.11 & R302.11.1 and O U O KITCHEN DINING INSULATION Draftstopping per R302.12 & R302.12.1 �A �^ ROOM v J v, TYPICAL FLOOR CONSTRUCTION _a ENGINEERED AdvanTech 3/4" Span Rated Subfloor, R 21 BATT JOISTS Glued and Nailed in o — - — - - - — -- - - — — o f6 TOP OF SUBFLOOR INSULATION - r accordance with the fastener schedule. ° m•- TOP OF FOUNDATION Floor joists and Bridging as per Code. w.= w �M ° a - - - - - - - - - e�� i °, o � v ° 23 c m U c L U N O O w TYPICAL FOUNDATION CONSTRUCTION a R-38 BATT in accordance with chapter 4 LVL GIRDER INSULATION ° y Y 3000 psi Air Entrained cast-in-place concrete = a m.N R302.13 FIRE PROTECTION OF FLOORS: 2 wall on cast-in-place Concrete Wall Footing per CEIIL NIG ABOVEYPSUM BASE EOARD ON NTATTACHEDRE °' R403. refer to Foundation Plan for footing size & °o ° o y 9 TO THE UNDERSIDE OF THE JOISTS. = N =r �'U thickness. Concrete Horizontal and Vertical `° ' ° € b. 2 402- UNFINISHED e; Reinforcement per Chapter 4. & gen note #6. Damproofing per R406. 2- 2x6 approved ° ° _ ° _ ° Y~ ° BASEMENT p 9 p pp s 2 E M = (' _0 @ y ui C (D = a, O treated Sill Plates, Sill Seal And Termite shield per L = a.E m co " °s N U. CL TYP. BASEMENT SLAB Section R318. Anchor bolts per Foundation Plan ~ ° in `° ~ `u E ° TOP OF FOOTING .. and R403.1.6 INTERIOR WALL FINISH Provide 1/2" Gypsum Wall Board on ceilings and walls except basement walls & clgs - unless noted. Min 112" Moisture Resistant Wall Board on SECTION — A Ceiling and all walls in Bathrooms (humid areas) and 5/8" cement board on walls and ceilings in wet areas. SCALE: 1 /4" = V-0" Provide 5/8" Fire Rated gypsum wall Board on walls RIDGE BOARD and ceiling located as per code, manufacturers PROVIDE FIRE BLOCKING IN R802.4.6 COLLAR TIES requirements and drawings. ACCORDANCE WITH R302.11 SHALL BE NAILED with 4-10d OF THE IRC RESIDENTAIL CODE. BOX NAILS IN ACCORDANCE Top of Plate WITH FASTENING SCHEDULE INSULATION SCHEDULE 12 shall comply with 2018 IECC 12 RAFTER/CEILING JOIST HEEL Location R-value Thickness 12 2x4 CT @ 48"�c 9 JOINT CONNECTION SHALL BE NAILED Vaulted Clg R-38 SPRAY FOAM TOGETHER IN ACCORDANCE 00 Floor(unheated space) R-38 10-1/4" o WITH TABLE R802.5.2 12 R-38 SPRAY (SEE DWG-1 FOR TABLE) Floor(outside air) R-30c 8-1/4" W ENGINEERED FOAM IN EACH WITH SIMPSON H2AAT EACH Exterior 2x6 walls R-21 5-112" 7 JOISTS RAFTER CAVITY RAFTER TO STUD. O z O air seal walls to pass 3 air changes per hour N Above grade attic walls R-15 3-1/2" o = W Topr - — Foundation Rim Joist: R-38 v �i Top J To Plate All Glazing U = .30 SCGH: .30 WRAP HEADER IN � ' ' '� _ T - — g > Q AZEK BOARDS h Doors-less than 50% glazing U = .40 � O � Door-more than 50% glazing U = .30 SCGH: .30 4"AZEK BEADED_ ADJUST ROOF 0.H. PORCH SOFFIT ON ® ® ® ® ® ® TO ALIGN FASCIA'S *If part or the entire attic will be decked over with plywood, FURRING STRIPS _ the ceiling joists must be deep enough in order to fit the MUD ROOM batt insulation so that it is not compressed. If not then R302.13 Fire protection of floors. ` Clg Jsts will have to be built up or upgraded to the next size. Floor assemblies that are not required elsewhere in this code to be fire-resistance rated,shall be provided with a %-inch gypsum wallboard membrane, ENGINEERED Other Specifications: DECK CONST FLOOR %-inch wood structural panel membrane, SEE DET ON JOISTS or equivalent on the underside of the floor framing member. -� — - - — • Windows: U:5 0.30, SHGCS 0.30 z DWG-2 J '� Top of Subfloor • 100% high efficiency lighting (CFL's or LED's) Penetrations or openings for ducts,vents,electrical outlets, �' " "" "� + "'` f • s 3 air changes per hour [�] N lighting,devices,luminaires,wires,speakers,drainage, piping and similar openings or penetrations shall be permitted. ° ° Top o Foundation • �:All Energy Star appliances �J ;N_ — — :� F_-� a � Exceptions: �/ R403.6 Mechanical ventilation shall be provided that @ U 1. Floor assemblies located directly over a space protected by an R-38 BAT - e- INSULATION b- meets the requirements of section M 1507 � Z � automatic sprinkler system in accordance with Section P2904, R302.13 FIRE PROTECTION OF FLOORS: •s U NFPA 13D,or other approved equivalent sprinkler system. ;: PROVIDE 112"GYPSUM BOARD ON ENTIRE Q �-+ r � I*• CEILING ABOVE BASEMENT ATTACHED M 2. Floor assemblies located directly over a crawl space not intended ° TO THE UNDERSIDE OF THE JOISTS. °: _ R403.7 Heating and cooling equipment Shall be ~ M � for storage or fuel-fired appliances. Q sized in accordance with ACCA manual J by a .•� , 3. Portions of floor assemblies e. Zncertified third party rater. �,.� o UNFINISHED b. shall be permitted to be unprotected where complying with the following: ` BASEMENT 's 7a 3.1.The aggregate area of the unprotected portions does not exceed O M cl� 80 square feet per story 3.2. Fireblocking in accordance with Section R302.11.1 is installed along °: °; ED the perimeter of the unprotected portion to separate the unprotected TYP. BASEMENT SLAB �,GJ 0. portion from the remainder of the floor assembly. _ , , , , , ,, ,, _ ,, Top of ooting U 4.Wood floor assemblies using dimension lumber or structural composite lumber equal to or greater than 2-inch by 10-inch nominal dimension, r or other approved floor assemblies demonstrating equivalent fire performance. PROVIDE FIRE BLOCKING IN T SECTION ACCORDANCE WITH R302.11 O OF THE IRC RESIDENTAIL CODE. ; SCALE: 1 /4" = V-011 k R905.1.2 ICE BARRIERS; SELF-ADHERED POLYMER MODIFIED TYPICAL ROOF CONSTRUCTION RIDGE BOARD BITUMEN SHEETUSED IN PLACE OF NORMAL UNDERLAYMENT AND Class AAsphalt Roof Shingles w/ EXTEND FROM THE LOWEST EDGES OF fasteners per manufacturers specification ALL ROOF SURFACES TO A POINT NOT LESS THAN 24 INCHES INSIDE THE and the NYS CODE. 12 R802.4.6 COLLAR TIES EXTERIOR WALLLINE OF THE BUILDING. Underlayment as per section R905.1.1 & SHALL BE NAILED with 4-10d ON ROOFS WITH SLOPE EQUAL OR GREATER BOX NAILS IN ACCORDANCE THAN 8112,THE ICE BARRIER SHALL ALSO BE installed per Table R905.1.1(1) 12 WITH FASTENING SCHEDULE APPLIED NOT LESS THAN 36"MEASURED ALONG Ice & Water barrier as per section 8905.1.2 THE ROOF SLOPE FROM THE EAVE EDGE OF THE 9, BUILDING (Note: Double underlayment is required 2x4 CT @ 48"oc for Roof slopes between 2 on 12 and 4 on 12) Framing As per plans with 1/2" exterior grade i __ _ span rated structural plywood Sheathing, :'I'• : ':i R-38 SPRAY FOAM IN EACH ------- RAFTER CAVITY 12Nall to framing In accordance Fastener Q Schedules & Strapping per detail sheet(s). ----- -------------------------------------------------------------------------- Flashing per R905.2.8 W 12 TYPICAL SOFFIT CONSTRUCTION. O 12" overhangs-typicalry 11 Yl Z _ TOP OF PLATE 6" Wood fascia & 6" Wood rake boards. W \ Trim in azek" or equal Q \ I II II II II II II II II II II II II Metal drip edge per R905.2.8.5 Q ® ® ® HALL 6 CALL TIES SHALL \ MI II II II II II II II II II II II II BE NAIL with 4-10d Vented AZEK Soffits BOX NAILS IN A CORDANCE \ II II II II O WITH FASTENIN 3 SCHEDULE I II II II II II II II II - \ TYPICAL EXTERIOR WALL W 2x6 Doug-Fir Wood Studs @ 16" Q- 0 °° . BEDROOM #4 L \ I II II II II II VAULTED CEILING II II II II Double top Plate and Single Sole Plate. 1/2" exterior Grade - Span Rated II II II II11 HII II II II o Continuous Structural plywood Sheathing. --J J O I F11 TOP OF SUBFLOOR Fastened per Fastener schedule. -J - - - - - tyvec House Wrap or equal. W W r _ — _ — TOP OF PLATE composite or Wood Siding as per clients selection ry�� installed per manuf specs and NYS code. Cont. load path strapping installed in accordance O U O with drawings. Provide Fire Blocking in accordance �^ �^ WRAP HEADER IN �' v, v J AZEK BOARDS ® ® ® ® ® ® COVERED with R302.11 & R302.11.1 and 4"AZEKBEADED ! ' � ' PORCH Draftstopping per R302.12 & R302.12.1 PORCH SOFFIT ON I `- FAMILY I ' FURRING STRIPS °' TYPICAL FLOOR CONSTRUCTION 0 17 ROOM 3/4" Plywood Span Rated Subfloor, 0. oMn FOYER �� 0 ! Glued and Nailed in 2 E E r N It 0 DECK CONST. 9999 accordance with the fastener schedule. o= L) o SEE DET ON m Ln - a� `o DWG-2 Floor joists and Bridging as per Code. - o N o w o L o '�{ollrr ,,ff f'I TOP OF SUBFLOOR g g p TYPICAL FOUNDATION CONSTRUCTION c ,,Z.0 K N • •. .•♦ I. • ..�.,♦ ♦. • ..'.•♦ ♦ • ..�. ♦ ♦. • aU NSG O — _ TOP OF FOUNDATION in accordance with chapter 4 a r 3 c"C: 3 C °• 3000 psi Air Entrained cast-in-place concrete a _ y y C wall on cast-in-place Concrete Wall Footing per L r E ro N 3 E � R-38 BATT .. • °. '�� __�' INSULATION •d:• °• v o :T a� o o m t° LVL GIRDER I c , I 8403. refer to Foundation Plan for footing size & woo w � �, t.2 TYP.DECK LEDGER I I A; s.0•y E r= E 5 o a �-� �I a thickness. Concrete Horizontal and Vertical 2 U.- y _ A SEE DETAILS ;; UNFINISHED III ' I :',: ►' _ Reinforcement per Chapter 4. & gen note #6. `°N ° ¢N `° E °' ° ON DWG-2 e: BASEMENT i II III I�� \d Rr- 7 b �� Damproofing per 8406. 2- 2x6 approved y° ~° E a.=° a I (I I I I I I �� t :a 8302.13 FIRE PROTECTION OF FLOORS: treated Sill Plates, Sill Seal And Termite shield per d, CEIOLWIGABOVEYPSUM BOARD BASEMENTATTOACHEDRE III III \ ♦ C ,b:D °; Section 8318. Anchor bolts per Foundation Plan TO THE UNDERSIDE OF THE JOISTS. III I I III C °e and 8403.1.6 t e.. III I I I I I I I I III � � •e e: �. TYP. BASEMENT SLAB III y III c ;: 4t TOP OF FOOTING INTERIOR WALL FINISH •a Provide 1/2" Gypsum Wall Board on ceilings and walls except basement walls & clgs - unless N .• RAFTER/CEILING JOIST HEEL noted. Min 1/2" Moisture Resistant Wall Board on RIDGE BOARD JOINT CONNECTION Ceiling and all walls in Bathrooms (humid areas) SECTION — DFR-38OA SPRAY SHALL BE NAILED FOAM IN EACH 12 TOGETHER IN ACCORDANCE and 5/8" cement board on walls and ceilings in wet areas. 12 WITH TABLE FOR .2 Provide 5/8" Fire Rated s RAFTER CAVITY .;•�;.;.,.. (SEE DWG-1 FOR TABLE) gypsum wall Board on walls 12 `''•':" D 4+� WITH SIMPSON H2AAT EACH and ceiling located as per code, manufacturers SCALE: 1 /4" - 1 '-011 RAFTER TO STUD. requirements and drawings. ACCORDANCE WITH 8302.11 - — - — - — - — :••.. .. : ..., ..•; .. ;. PROVIDE FIRE BLOCKING IN — TOP OF PLATE TOP OF PLATE_ _ INSULATION SCHEDULE OF THE IRC RESIDENTAIL CODE. \ "R-38 SPRAY shall comply with 2018 IECC \ FOAM IN EACH p y RAFTER CAVITY P \ ; Location R-value Thickness o R-15 BATT \ Vaulted Clg R-38 SPRAY FOAM W INSULATION BIDo \ �!I o Floor(unheated space) R-38 10-114" o O STUDY \ - m Floor(outside air) R-30c 8-1/4" N z \ Exterior 2x6 walls R-21 5-1/2" L o \ l air seal walls to pass 3 air changes per hour i .Id Above grade attic walls R-15 3-1/2" Lu TOP OF SUBFLOOR / 2 R-38 BATT > Q TOP OF PLATE FOAM IN EACH INSULATION (ROOM ABOVE GARAGE) Foundation Rim Joist: R-38LLJ — _ ,-� JOIST CAVITY — r TOP OF S_UBFL_00_R All Glazing U = .30 SCGH: .30 Doors-less than 50% glazing U = .40 TOP OF PLATE Door-more than 50% glazing U = .30 SCGH: .30 II FIRE RATED GYP BD CEILING *If part or the entire attic will be decked over with plywood, GYP the ceiling joists must be deep enough in order to fit the batt insulation so that it is not compressed. If not then m Clg Jsts will have to be built up or upgraded to the next size. � R-21 BATT - o INSULATION o °' Other Specifications: LIQ I • Windows: Us 0.30, SHGCs 0.30 :� W � N • z 100% high efficiency lighting (CFL's or LED's) _ TOP of suBFLooR 3 CA GARAGE • s 3 air changes per hour a • z All Energy Star appliances Q� U TOP OF FOUNDATION IYF _TOP OF FOUNDATION PITCH TO DOORS Z o • • ,� a R403.6 Mechanical ventilation shall be provided that [-� E"� ¢ � R-38 BATT " '- INSULATION °• • ♦ . , •° meets the requirements of section M1507 H °' rn rn .fl R403.7 Heating and cooling equipment shall be U � o UNFINISHED R302.13 FIRE PROTECTION OF FLOORS: sized in accordance with ACCA manual J by a x N BASEMENT CEIOLINIDGABOVEYBA EPSUM BOARD MENTATTOACHEDIRE certified third party rater. o C5 c I °. TO THE UNDERSIDE OF THE JOISTS. • � � � SECTION - CAR ',c TYP. BASEMENT SLAB .• f "�' M,.' ��'` TOP OF FOOTING � � - - - SCALE: 1 /4" = V-011 $I° PROVIDE FIRE BLOCKING IN ACCORDANCE WITH R302.11 ': OF THE IRC RESIDENTAIL CODE. W Q (.) o Zry W r-) �,. 0 Z Z U) O Wry Q JJO .j o000 _ W W 000 (1) <C cn U) N c E•y Z o c E m W •° rn'� ` °' ` W ° W rn °' a no m Z 'L" Q W W y ° N UO«VENTS: 0 cw � • U ° 0 U °o.o O O ON u O >'- p• O C 3 P3103.1 ROOF EXTENSIONc v' >,a � a�� o OPEN VENT PIPES SHALL EXTEND MINIMUM 6"ABOVE THE ROOF OR 6"ABOVE THE5k w L m ANTICIPATED SNOW ACCUMULATION. w @ h 3 0-E P3103.2 FROST CLOSURE: W W o c c o a' c a' Ci• ° a' c ° a� �oY oft WHERE THE 97.5%VALUE FOR o OUT-SIDE DESIGN TEMP IS 0 DEG F ° c m U c cc M .'E 15 N N O U L N.O c U C OR LESS.VENT EXTENSION THROUGH a' c a E m m a co o 8 w E mb - Q nca' ca' o A ROOF OR WALL SHALL NOT BE LESS IL c°' of m v' H m E a o n RIDGE VENT THAN 3"IN DIAMETER. ANY INCREASE IN SIZE OF THE VENT SHALL BE MADE NOT LESS THE 1 FOOT INSIDE THE THERMAL ENVELOPE OF THE BUILDING. JL 4"VTR JL 4"VTR JL 4„VTR ROOF 2" ;__ 2 RIDGE VENT RIDGE VENT 3„ 3" 1 J/2" 1;1/2" 11/2" ;1 1/2" ; 1 1/2" 1 1/2" 1 1/2" 2„ 2 ND FL. 2" ; I 3" 3„ 2.. I , I 3" I I I I L Q 2,. 2" - _�__ Z LU 2" z z > r 1 — \\ - - ---- W W N U > > f\f C) W W VQ N ---- - 3" ; cD c� (A ---- o o LO 1 1J2"; 2" ;1 1/2" 3" 1 1/2" ; 1 1/2" 1 1/2" 1 1/2" 1 112" ; 1 1/2" ; 1 112" 1 1/2" W WASHER DW U ci) Lu 2„ i 2,. 2„ Q LU Q IOf U 1 ST FL, 2" 3" 3" 3„ 2., I I I � � 1 , 1 , 1 t I I I A 1 I I I I BASEMENT 4"FAIROOF PLAN I I 3„ SCALE: 3/16" = 1'-0" N CO CO CO oj To a New Suffolk County 4" Approved Sanitary System E"� z o U0CO PLUMBING RISER DIAGRAMC��,// Not to Scale 1. PIPING SHALL BE SUPPORTED IN ACCORDANCE WITH SECTION P2605 =' �+ �:' � stti 2. PIPING MATERIALS AND FITTINGS FOR WATER SUPPLY,WASTE AND VENTS MUST BE IN COMPLIANCE WITH CHAPTERS 25 THRU 31 i 01 g'IA�) F+f hCOrrTlrl!IDI I^-Ll'°HE�THED BRACING ER-CEG: -.LLLJrIE CS-WSP CONTINUOUS SHEATHING • i c y"�. c WOOD STRUCTURAL PANEL DETAIL #1 ON DWG-2 CS-P F CONTINUOUS SHEATHING PORTAL FRAME 111^, r�+ X �/ HOLC DETAIL#3,DWG-2 ....—. GET..=': DO-.':N C{� C F-:EL Ll DEICE BF:-CED''LLLF'-NELL.T E.'A'_2 B'i"'i_ 2 4't'vL 1 E'. =E='.E7 `.ALLLI'.E END OFEIRLCED =-LL WE GB GYPSUM BOARD END CONDITION 1 END CONDITION 2 ,y.�,;r�:�y;�,::,�`; ��, p-- � _ '' I~ --- -.. ��._ �-► BRACED WALL NOTES: — .•I. LL LI Ic "r`' ',Tr,'..o..eL• -E=r-=_: REFER TO DETAILS ON DWG-2 FOR HOLDOWNS,STRAPPING,BRACED WALL DIAGRAMS AND DWG-1 ~' FOR NAILING SCHEDULE. ALL BRACED WALL PANELS SHALL BE FULL-HEIGHT / SECTIONS OF WALL WITH NO VERTICAL • :- OR HORIZONTAL OFFSETS, BWL V O -{ - BRACE WALL LINE " .•�f/:,a';... .I iE 8iI'tUli 5R,.[- •t_L G.. °I°5TE^t:E_ E%:CF PP-CE_ .r4LL L11;E END CONDITION 3 END CONDITION 4 .11:'i•'i�. l'F REQUIREMENTS ! Lr.. I 1 T "� = Return panel:24"for b,aced wa"+ l'nes sheathed vdlth Ln vdacd structuralpane's Z `,:44�,'++<}`,:"s•:`:?;, 32"far braced l a;l e's s.ieathed�, t i 1. BRACING REQUIREMENTS AS PER TABLE R602.10.3(1) CLs°?L1�•i5,'\Li . 1 IJ A,+ 1 ! 4r c <'* u*'":`ti'•"::; J r ./ struc,u a'6berboa"d C+) O `,>,�`.•,<�ti,.�;..,:;,.• v - �- - - � �, t. . 2. MINIMUM LENGTH OF BRACED WALL PANELS AS PER TABLE R602.10,5 3. BRACED WALL PANEL END CONDITIONS AS PER FIGURE R602.10.7 .. Distance D: 24"for b•aced vra'r Imes sheathed tiv th 4. EXTERIOR AND INTERIOR WALLS PARALLEL TO A BRACED WALL LINE W Q o24 structural Pane's SHALL BE OFFSET NOT MORE THAN 4 FEET. j 5. BRACED WALL PANELS SHALL BE FULL-HEIGHT SECTIONS OF WALL N, I E: CC)N T;"4!,C''_I S / 32"for braced wa'l Ines sheathed w;l!i THAT SHALL NOT HAVE VERTICAL OR HORIZONTAL OFFSETS. S'(=E 'H;"tit', "'E f H'.)DS rr, .': structura'ti be-board 6. ABRACED WALL PANEL SHALL BEGIN WITHIN 10 FEET FROM EACH FS_(DUIRE ate; i/`• -', END OF A BRACED WALL LINE J O I' N f_' 7;iE BI:;kC'EL, ;'� f.,,, v{ :. '�Jf;'. END CONDITION 5 Hold-down 800 lbs capacity fastened to the.edge of the 7. THE DISTANCE BETWEEN ADJACENT EDGES OF BRACED WALL %' 'r' device: braced wall panel closest to the corner and PANELS SHALL BE NOT GREATER THAN 20 FEET AS PER FIGURE r t0 the fcundatlon or f°aurin ow R602.10.2.2 f:ecr g below For SI:1 inch=25.4 mm, 7 foot=305 mm,11b=4.45N FIGURE R602.10.7 END CONDITIONS FOR BRACED WALL LINES O O WITH CONTINUOUS SHEATHING V LOCATION OF BRACE WALL PANELS FIGURE R602.10.2.2. Q U) N W C E•O 0 O O Dl E E Q D1 N N 7 `O a.O N W U [O N Lc -EE rywv `ow N N N N J °� Cyt O U c lu c O Cn I I J J I J I D U E C O C U C J CO m -r ou I . I Oo • o`oa Np o O o -20,0. 4-0" N Oy0-o `o 3-4/ 4'-0" OEn2com2 oc3 Sys in.83 ccc 300 1'-5 3/16" c 0 col -0 c uni 2 �w.rn CS WSP 1'-5 3116" CS-WSP CS-WSP m.IF 6 c r ` v „_ .-s' - c O..a c o O C 0 0 t c m In 11-'z: E U_ 0 R c o a o 2 1 1 1 a- N •�' O Q 'O m C N 2 T C N 1 n U N y ` E = 4,U N U Q 2 z'C-:. n y'O C C 4,_0„ --------- `r 0 0.-.- Q to C C QQ N O �• —_— _ _—_ _—_—_—_ —_—_ _ _ _—_ F- G Q E N m E UO U o L I _ 1 BWL 2-1 F- ° cn m v' I- m E n�`o a 9'-8 11132" 5'-3 3116" 3'-31G" W H f L'L' d a F- —I I �W<o Y W N V O fn U,' p axow CS-WSP I CS-WSP ICS-WSP CS-WSP LL CS-WSP ( CS-WSP CS-WSP z o 1 I 1 _ 00 ' I BWL 2-2 I U) U ,I . Y BWL 1-1 1' U ------------------- ----------------- ------— --- --------- -------------- --- -------------- --4-- 1 L2.TABLEE R6010.4 °C.AT PANEL ES I I I HNUDINGTOPAND �p 't BOTTOM BOTTOM PLATES,7"IN FIELD w o ALLHORIZONTAL JOINTS w7<a ------- BLOCKEDAND -------- i No 4 • __- FRAMING CONNECTIONS II co N AS PER DETAIL 2 ON DWG 2 > >> NCOLLIDINGTOPAND ES -- --- I ------ - I II 00 GB METHOD ,AT PANEL d CL TP,BLE:R602.10.4 ------ LL I I I I -- ' BOTTOM PLATES,7"IN FIELD C i - (•) ALL HORIZONTAL JOINTS U ---'-" I BLOC<ED AND I U_ r FRAMING CONNECTIONS AS PER DETAIL 2 ON DWG 2 --------- , I d " I I(n` N ________ __ UUj 1 L I O =o a o z N N I ❑ R (n 4 0" I p is x ~ (N) iz - ------- --- --- -----1--- - - --WSP CS-WSP a- i ---- BV/VL 2-3 U, N ------------ (n LL Q I GB METHOD I I I U) rn TABLE R602.10.4 U 7"O.C.AT PANEL EDGES INCLUDING TOP AND BOTTOM PLATES,7"IN FIELD CS-WSP CS-WSP CS-WSP ALL HORIZONTAL JOINTS BLOCKED AND FRAMING CONNECTIONS i 1 AS PER DETAIL 2 ON DWG 2 BWL 1-2 --—- -— — -—- — -—-—-—-— -—- —-— - -—- —-—-—-—-—-— - — — —-—- -—- —-—- — - '- -—- -— -— -—-—-—-—- -- -—-—-— -— - —-—-— —-—-—- -—-—-- T-—- a a BWL 2-4 4 a � 4 4 I I U a CS-WSP CS-WSP U S_WSP CS- SP I CS-WSP CS-WSP CS-WSP I CS-WSP 6'-5 3116" 4'-0" T-10'/" 4'-0" 5'-9 3116" 4'-5 13116" 5'-11 13/16" 5'-11 13N6" I 6'-5 3/16" r� Q) 0 1 U 1- 3/16" O � 1'.5 3116" ' �-i 1'-113116" I I h.. � CCS I 1 4'-0" 46,_2" 4'-0" 16,_0„ �-+ M 2'•10 3116" 2'- 7116" 1 4-0 17'-C" 1 4'-0" � U � OCMO cx -©, 1ST FLOOR WALL BRACING PLAN �C� R � * SCALE: 1/4"=V-0" 2ND FLOOR WALL BRACING PLAN � V .! Cc y SCALE: 1/4"=1'-0" 10