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HomeMy WebLinkAbout45482-Z �gUFFOd a Town of Southold 9/7/2022 P.O.Box 1179 " x 53095 Main Rd oy p� Southold,New York 11971 CERTIFICATE 'OF OCCUPANCY No: 43400 Date: 9/7/2022 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 360 Private Rd#8,East Marion SCTM#: 473889 Sec/Block/Lot: 23.-1-18.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/9/2020 pursuant to which Building Permit No. 45482 dated 11/23/2020 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: One family dwelling with attached two car garage, covered front porch,roof deck connecting finished rec room over garage and finished basement,as applied for The certificate is issued to Rubin,Maia&Babkow,Jonathan of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-18-0036 7-21-2022 ELECTRICAL CERTIFICATE NO. 45482 8-15-2022 PLUMBERS CERTIFICATION DATED 6-1-2022 17 Piecuch Uthriz d ignature o�SUFFot,r�o. TOWN OF SOUTHOLD BUILDING DEPARTMENT N z TOWN CLERK'S OFFICE oy + 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#: 45482 Date: 11/23/2020 Permission is hereby granted to: Rubin, Maia 2112 Broadway Apt 7C New York, NY 10023 To: construct a new single family dwelling as applied for per DEC, Trustee and SCHD approvals. At premises located at: 360 Private Rd #8, East Marion SCTM #473889 Sec/Block/Lot# 23.-1-18.1 Pursuant to application dated 11/9/2020 and approved by the Building Inspector. To expire on 5/25/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $3,440.00 CO-NEW DWELLING $50.00 Total: $3,490.00 Building Inspector osoFFo TOWN OF SOUTHOLD BUILDING DEPARTMENT y 2 ' TOWN CLERK'S OFFICE o SOUTHOLD, NY y�ipl `�ap�'i 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#: 45209 Date: 9/16/2020 Permission is hereby granted to: Rubin, Maia 2112 Broadway Apt 7C New York, NY 10023 To: Electric temporary service. At premises located at: 0 ), D �� 360 Private Rd #8, East Marion V V _I SCTM # 473889 Sec/Block/Lot# 23.-1-18.1 Pursuant to application dated 9/16/2020 and approved by the Building Inspector. To expire on 3/18/2022. Fees: ELECTRIC $85.00 Total: $85.00 Building Inspector '1 1 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTWINT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: I. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. Ba For existing buildings(prior to Aped 9,1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial $15.00 Date. New Construction: )( Old or Pre-existing Building: (check one) ,� a Location of Property: 3(,o pr/VA � � !"la►-lOf'� House No. Street Hamlet Owner or Owners of Property: , a.Aao h^ L"� lY!)_n Suffolk County Tax Map No 1000, Section 23 Block / Lot J , / Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applic ignature SOU�yQ! 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 sean.devlinCaD_town.southold.nV.us Southold,NY 11971-0959Q BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Maia Rubin Address: 360 Private Rd #8 city:East Marion st: NY zip: 11939 Building Permit#: 45482 Section: 23 Block: 1 Lot: 18.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA: Platinum East Electric License No: 34091 ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1 st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 110 Ceiling Fixtures 21 Bath Exhaust Fan 6 Service 3 ph Hot Water Gas GFCI Recpt 17 Wall Fixtures 23 Heat Detectors 2 Main Panel 150X2 A/C Condenser 3 Single Recpt Recessed Fixtures 74 CO2 Detectors Sub Panel A/C Blower 3 Range Recpt Ceiling Fan Combo Smoke/CO 8 Transfer Switch 150A UC Lights Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect Switches $$ 4'LED 15 Exit Fixtures Pump El Other Equipment: Fridge, Mini Fridge 3, Oven, Hood, DW, Micro, Cooktop, 2 Step Lights, Central Vac, 150A Panel 42 Circuits / 35 Used, 150A Panel 42 Circuit/ 23 Used , 80A Sub 24 Circuit/22 Used Notes: New Two Story w/ Finished Basement Inspector Signature: Date: August 15, 2022 S.Devlin-Cert Electrical Compliance Form SQ��o`o Town Hall Annex Telephone(631)765-1802 -54375 Main Road- Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 7 GINV EE f7n:: D 21 BUILDING DEPARTMENT TOWN'OF-SOUTHOLD- JDI __3 2022 r,.T I�HJDFNMI DEET, -CERTIFI-CATIO-N Date: Building Permit No. L)SL)8 -Owner.-- f3ck6kaw (Please print) Plumber. Kewck Mease-print)- I certify that the solder used in the water supply system contains less than 2/10 of 1% lead.- imhers signature) Sworn to before me this -dayot -Sune- 20 iz -SUSAN A.-Rt2ZO Notary Public,State of New York No.01816183459 Notary Public, County Qualified in Suffolk County 0 _ -Commission-Expires-March-1.7.2 Y v - Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) I,_Main Rubin residing at 2112 Broadway, 7C New York, NY 10023 (Print property owner's name) (Mailing Address) do hereby authorize Nancy Steelman , (Agent) Samuels and Steelman Architects to apply on my behalf to the Southold Building Department. G (Owner's Signature) (Date (Print Owner's Name) 1� V " r �,*4K I r;,7 " � %�i� ;, .,� `l, ,,rte-.�`.""x� - -�� �• ^t r a r � •'tom�/ 098543502 N 44, 'ill �w A r REScheck Software Version 6.1.0 Compliance Certificate PryKit BABKO:'r NL'5iN FE Si�E N:.F • •�InoeAl,mhlr�•s�....�>�. . I � .w..rr. wuww. res rs ons ns tr.,,rwr.uw r .s wc.vgru.mrnu .rur .sxw.srw r raey.wr .wse�r,ra r . sur..w.w,e�r n.w r r ( uq.rr d.owwew nr. r , 1 ur.wuq.saw.+.n. r r r71,wC.re.Ynw nw. rrW,s,et e.naww — _ ....... - •..an 4n.On,po t 3� • F.. �! k Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) I, Jonathan Babkow residing at 2112 Broadway, 7C New York, NY 10023 (Print property owner's name) (Mailing Address) do hereby authorize Nancy Steelman , (Agent) Samuels and Steelman Architects to apply on my behalf to the Southold Building Department. !r (O is ignature) (Date) ! CA,1c Rff �3 (Print Owner's Name) OP SOUTyOlo �� � /��vot (s ;ecj--#-6 # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG.. ` [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY : [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE7 11,6 INSPECTOR # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST Mo [ ] ROUGH PL13G. [FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] .ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: _ DATE h-v INSPECTOR �OGSOGl9 �o� Olo # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION 7F] NDATION 1-ST [ ] ROUGH PLBG. NDATION 2ND ` [ ] INSULATION/CAULKING MING /STRAPPING [ ] FINAL [ ] 'FIREPLACE & CHfMNEY [ ] FIRE-SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL-(FINAL)- [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE INSPECTOR OE so(/T�o # # TOWN OF SO.UTHOLD BUILDINGDEPT. �ccou765-1802 INSPECTION ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] .INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE INSPECTOR �1�.� SOUIyO -- - - TOWN OF SOUTHOLD BUILDING DEPT. °`ycaurm ' 765-1802 _a.1=NSPECION [ ] FOUNDATION 1ST" - [ 7Rq GH PLBG. [ ] FOUNDATION,2ND [ [ ] FRAMING /STRAPPING [ ] FINAL [ ] -FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION' [ ] FIRE RESISTANT CONSTRUCTION [ ] , FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ . ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: ,/ a S 4D A k t fRAM , VO4� DATE �� �� INSPECTOR a0F SOUIy - �I �g Yoe # # TOWN OF SOUTHOLD BUILDING DEPT. °`ycou631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND. [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING. [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATIONc[ ] PRE C/O [ ] RENTAL REMA KS: 7 _ �o jh� A aCAtftUA VF (D PdF5ok�' l .r' Ovmbe-). i .� l� � �y osc. D / -o GA/mz, • DATE INSPECTOR OE SOUIya� 4 S 1-f ?� * TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: a&n kcAm O Are, 4,G)k- LoL-pezvi �r , DATE 7 7i' INSPECTOR o�aOF SOGlyolo 9.54 L?,,- �7 b0 �r' h TOWN OF SOUTHOLD BUILDING DEPT. urmN 631-765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [7Q` ELECTRICAL (FINAL) [ ] CODE VIOLATION n [ ] -PRE C/O [ ] RENTAL REMARKS: e� DATE INSPECTOR f 1977 Main Road, Laurel NY 11948 --ja�� 0a �� O �O D� OF INSULATION AMERICAN CHEMIS := __ __ - DATE OF INSTALLATION: 09/29/2021 COUNCILonq� """`"�`,`''"'`' \\Q H|GHPRBSGURE SP I V)NG DEPT DATE OFINSTALLATION OFFIRE B 1 000012223 �[\VNorSu"''- ME H|C#H-5Q538jyt Wy PROJECT|NFO ROOF(AMC) O.5L8Open Cell 1ONominal Inches R-38 Spray Foam @R-8.8Per Inch 3r ''-� .-�-` ''`--� --'`-'--'-- -----.......... -'--.�-.---''-'-- ��- '-'`�--`' --` - --'.`........---BabhovRubinReoidenom BASEMENT R-OOUn-Faond 5`5�uhds R-38'_ �a�nRn3�#8 ,08P _��.�..' ........... ............... ...................... ...'.. -------------------- East __�'-'-�-'�-Eaa'Marion NY, 11Q30 GARAGE CEILING R-38 Kraft Faced 12 Inches R'88 ' Fiberglass �-_--'`--r------------- '----'�'-,----'--r--_---- ---'-�-'�`--�' ABOVE GRADE- 2L8(�osadC�| ` 8 �chea � EXTERIOR WALL '8pra/,Foam, R'7,Pe�Inoh uXp', _ . ^. ` -_^-'^_.`���-'�_.---_-..-'-' .^-_-..---.'.-.-'�-'-��--�'------ -'-�-_-'-� BOX BEAM RIM 2LBClosed Cell 3Nominal Inches R-21 ` JOIST Spray Foam @R-7Per Inch --------------------- __--------_-----_-__--_---,.----_-----_---_ OF ' ruU/vDA/u"x 2LB Closed Cell 2Nominal o^^=": R--1'4.,- co -,°. - - . yV�LLS Spray Foam @R'7Per inch ^ - ---'^----^---^'-'^-----'---- -- --------------------_'--_--- ED | Frank FenoyJrcertify that project referenced above . Authorized Babkow- Rubin Residence JUN 3 2022 Lj HVAC Load Calculations for Babkow-Rubin East Marion, New York "A EEr 11 kqVI 1% R it zfvAc RrmwawnAL, HVAC LoADs Prepared By: Condon Engineering, P.C. 1755 Sigsbee Road Mattituck, New York 11952 631-298-1986 Monday,June 21,2021 Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. • 6 Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Engineering Babkow-Rubin Residence Mattituck NY 11952 Page 2 Project Report General Project Information Project Title: Babkow- Rubin Residence Designed By: John J. Condon, P.E. Project Date: June 18, 2021 Client Name: Babkow- Rubin Client City: East Marion, New York Company Name: Condon Engineering, P.C. Company Address: 1755 Sigsbee Road Company City: Mattituck, New York 11952 Company Phone: 631-298-1986 Desicin Data Reference City: Suffolk County, New York Building Orientation: House faces South Daily Temperature Range: Medium Latitude: 40 Degrees Elevation: 67 ft. Altitude Factor: 0.998 Outdoor Outdoor Outdoor Indoor Indoor Grains Bulb Wet Bulb Rel.Hum $eLHum DSI Bulb Difference Winter: 10 9 n/a n/a 72 n/a Summer: 83 71 56% 50% 75 30 Check Figures Total Building Supply CFM: 3,263 CFM Per Square ft.: 0.665 Square ft. of Room Area: 4,904 Square ft. Per Ton: 679 Volume(ft'): 51,576 Building Loads Total Heating Required Including Ventilation Air: 144,472 Btuh 144.472 MBH Total Sensible Gain: 66,209 Btuh 76 % Total Latent Gain: 20,512 Btuh 24 % Total Cooling Required Including Ventilation Air: 86,721 Btuh 7.23 Tons (Based On Sensible+ Latent) Notes Rhvac is an ACCA approved Manual J, D and S 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\Owner\Favorites\Manual J, D, and S\Babkow-Rubin.rh9 Monday, June 21, 2021, 3:41 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Engineering Babkow-Rubin Residence Mattituck NY 11952 Pa a 58 System 4 Room Load Summa Htg, Min Run Run Clg Cig 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--- 16 Master Bedroom 387 . _ .6,450 93 3-0 ___ _ 0_ 5,11,6 607 _ 233 _ 280 Zone 1 subtotal 387 6,450 93 5,116 607 233 280 ---Zone 2--- 17 Master Sitting 306 5,930 85 3-0 0 4,612 585 210 252 Room 18 Master Bathroom 185 3,570 51 1-0 0 1,071 119 49 58 19 Master.Closet 120 _ 156_ _ 2_ _1-0 _ _ 0__ 152_ 0. . 7 .8 Zone 2 subtotal 611 9,656 139 5,835 704 266 31.9 ---Zone 3--- 7 Wet Bar 99 3,888 56 1-0 0 847 120 39 46 8 Powder Bath 45 2,146 31 1-0 0 712 86 32 39 20 Recreation Room 638 16,878 243 4-0 0 7,801 907 355 426 21 Recreation 75 2,429 35 1-0 0 920 88 42 50 -Bathroom - __ Zone 3...subtotal_. ,_. 85.7. 25,340.. _ 364 _ _. ._. _._., 10,279.. .,- _..1_,201 , _ _ ., 468- 562 Ventilation 5,827 752 1,753 Humidification 4,309 Duct Latent 307 Return Duct_ 3,810 _ 3,287 _ 916 System 4 total 1,855 55,393 596 25,268 5,489 967 1,160 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. 11 Cooling system summary Cooling Sensible/Latent Sensible Latent Total Tons Split _ _Btuh _Btuh _ Btuh Net Required: 2.56 82%/18% 25,268 5,489 30,757 Actual: 2.84 77%/23% 26,430 7,680 34,110 'E ui ment Data Heating System Cooling System Type: Natural Gas Boiler Standard Air Conditioner Model: EVG220 24ABC636A Indoor Model: FX4D043 Brand: Evergreen Efficiency: 95 AFUE 16.5 SEER, 13.5 EER Sound: 0 0 Capacity: 206,000 Btuh 34,110 Btuh Adjusted Capacity: n/a 34,110 Btuh Sensible Capacity: n/a 26,430 Btuh Adjusted Sensible Capacity: n/a 26,430 Btuh Latent Capacity: n/a 7,680 Btuh Adjusted Latent Capacity: n/a 7,680 Btuh This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB: 83F, SOWB: 71F,WODB: 10F, SIDB: 75F, SIRH: 50%,WIDB: 72F, Sen. gain: 25,268 Btuh, Lat. gain: 5,489 Btuh, Sen. loss: 55,393 Btuh, Entering clg. coil DB: 78.2F, Entering clg. coil WB: 64.1 F, Entering htg. coil DB: 64.6F, Clg, coil TD: 20F, Htg. coil TD: 70F, Req. clg. airflow: 967 CFM, Req. htg. airflow: 596 CFM C:\Users\Owner\Favorites\Manual J, D, and S\Babkow-Rubin.rh9 Monday, June 21, 2021, 3:41 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Engineering 0Babkow-Rubin Residence Mattituck NY 11952 Page 57 S stem 3 Room Load Summa 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--- 12 Bedroom#1 256 7,757 113 3-0 0 4,518 623 206 302 13 Bedroom#1&2 189 2,166 31 1-0 0 1,264 55 58 85 Bathroom - Zone 1 subtotal 445 9,923 144 5,782 678 263 387 ---Zone 2--- 14 Bedroom#2 26 6,750 98 3-0 0 . 3,608 . 600._ 164 241 Zone 2 subtotal 26 6,750 98 3,608 600 164 241 ---Zone 3--- 15 Stair Hall 352 4,522 66 2-0 0 1,926 108 88 129 -Zone 3 subtotal 352 4,522 .616. - __ 1,926 108 ,- 88 129 Ventilation 3,719 480 1,119 Humidification 2,437 Duct Latent 278 Return-Duct. - .3,132 2,723 775_ _- System 3 total 822 30,483 308 14,518 3,558 516 757 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. Coolinq S stem Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 1.51 80%/20% 14,518 3,558 18,076 Actual: 1.89 69%/31% 15,670 6,950 22,620 E ui ment Data Heating System Cooling System Type: Natural Gas Boiler Standard Air Conditioner Model: EVG220 24ABC624A Indoor Model: FX4D025 Brand: Evergreen Efficiency: 95 AFUE 16 SEER, 14 EER Sound: 0 0 Capacity: 206,000 Btuh 22,620 Btuh Adjusted Capacity: n/a 22,620 Btuh Sensible Capacity: n/a 15,670 Btuh Adjusted Sensible Capacity: n/a 15,670 Btuh Latent Capacity: n/a 6,950 Btuh Adjusted Latent Capacity: n/a 6,950 Btuh This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data:"SODB: 83F, SOWB:71 F, WODB: 1 OF, SIDB: 75F, SIRH: 50%, WIDB: 72F, Sen. gain: 14,518 Btuh, Lat. gain: 3,558 Btuh, Sen. loss: 30,483 Btuh, Entering clg. coil DB: 78.9F, Entering clg. coil WB: 64.3F, Entering htg. coil DB: 64F, Clg. coil TD: 20F, Htg. coil TD: 70F, Req. clg. airflow: 516 CFM, Req. htg. airflow: 308 CFM C:\Users\Owner\Favorites\Manual J, D, and S\Babkow-Rubin.rh9 Monday, June 21, 2021, 3:41 PM I , l Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Engineering Babkow 'Rubin Residence Mattituck• NY 11952 Page-56 - S sterni-2 Room Load-Summa 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--- 4 Dining Room 426 5,490 81 2-0 0 3,385 1,729 154 190 5_ Kitchen- ____ ____288-- 3,93358________3-0__ _____04,467 1,229 204 251_ Zone 1 subtotal 714 9,423 139 7,852 2,958 358 441 ---Zone 2--- - 6 _Mud--Room- ----- - 198-------7,422 110 - 2-0 - - - -2,643- - _316 120 ----,148- Zone -- 148_Zone 2_subtotal__ _ 198_- 7,422_., 110 _ _ __ ._ _ _ 2,643 - _316 120 148 Ventilation 4,413 569 1,328 Humidification 2,262 Duct Latent 185 Return Duct_._. _ ._. . .- .. .... - .. 713...-. .__ . _ .. . .0 - 563 - System 63 _System 2 total 912 24,234 249 11,064 5,349 478 589 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 System Summa" - Cooling Sensible/Latent Sensible Latent Total Tons __. _ Split Btuh Btuh Btuh Net Required: 1.37 67%/33% 11,064 5,349 16,413 Actual: 1.44 69%/31% 11,840 5,440 17,280 Equipment Data Heating System Cooling System Type: Natural Gas Boiler Standard Air Conditioner Model: EVG220 24ABC618A Indoor Model: FX4D019 Brand: Evergreen Efficiency: 95 AFUE 16 SEER, 13.5 EER Sound: 0 0 Capacity: 206,000 Btuh 17,280 Btuh Adjusted Capacity: n/a 17,280 Btuh Sensible Capacity: n/a 11,840 Btuh Adjusted Sensible Capacity: n/a 11,840 Btuh Latent Capacity: n/a 5,440 Btuh Adjusted Latent Capacity: n/a 5,440 Btuh This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB: 83F, SOWB: 71 F, WODB: 1OF, SIDB: 75F, SIRH: 50%, WIDB: 72F, Sen. gain: 11,064 Btuh, Lat. gain: 5,349 Btuh, Sen. loss: 24,234 Btuh, Entering clg. coil DB: 75.917, Entering clg. coil WB: 63.5F, Entering htg. coil DB:64.2F, Clg. coil TD: 20F, Htg. coil TD: 70F, Req. clg. airflow: 478 CFM, Req. htg. airflow: 249 CFM C:\Users\Owner\Favorites\Manual J, D, and S\Babkow-Rubin.rh9 Monday, June 21, 2021, 3:41 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Engineering Babkow-Rubin Residence Mattituck NY 11952 Page 55 S stem 1 Room Load Summaly Htg Min Run Run Clg Cig 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 Media Room. 378 7,897 103_ _ 3-0_ _ . _ 0__ 4,647 1,085 212 243 Zone 1 subtotal 378 7,897 103 4,647 1,085 212 243 ---Zone 2--- 2 Living Room 414 8,466 110 2-0 0 3,855 1,049 176 201 3 Entry 189 3,054 40 1-0 0 1,074 88 49 56 11 Powder Room 35 117 2 1-0 0 5 0 0 0 Bath#1 Zone 2 subtotal 638 11,637 152 4,935 1,137 225 258 ---Zone 3--- 9 Guest Bedroom 234 5,301 69 2-0 0 3,479 588 159 182 10 Guest Bedroom 67 1,613 21 1-0 0 1,425 42 65 74 Bathroom . Zone_3 subtotal_ _. 301 . _6,914__. _ - . 90._ 4,904 _630 223 256_ Ventilation 6,769 873 2,037 Duct Latent 314 Return Duct, 1,143 . _ __ 0 9.14 System 1 total 1,316 34,362 344 15,359 6,116 660 757 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. Coolinq S stem Sumniary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 1.79 72%/28% 15,359 6,116 21,476 Actual: 1.86 70%/30% 15,671 6,649 22,320 Equipment Data Heating System Cooling System Type: Natural Gas Boiler Standard Air Conditioner Model: EVG220 24ABC624A Indoor Model: FX4D025 Brand: Evergreen Efficiency: 95 AFUE 16 SEER, 12 EER Sound: 0 0 Capacity: 206,000 Btuh 22,620 Btuh Adjusted Capacity: n/a 22,620 Btuh Sensible Capacity: n/a 15,671 Btuh Adjusted Sensible Capacity: n/a 15,671 Btuh Latent Capacity: n/a 6,649 Btuh Adjusted Latent Capacity: n/a 6,649 Btuh This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB: 83F, SOWB: 71F,WODB: 10F, SIDB: 75F, SIRH: 50%, WIDB: 72F, Sen. gain: 15,359 Btuh, Lat. gain: 6,116 Btuh, Sen. loss: 34,362 Btuh, Entering clg. coil DB: 76.1 F, Entering clg. coil WB: 63.7F, Entering htg. coil DB: 62.7F, Clg. coil TD: 20F, Htg. coil TD: 70F, Req. clg.,airflow: 660 CFM, Req. htg. airflow: 344 CFM C:\Users\Owner\Favorites\Manual J, D, and S\Babkow-Rubin.rh9 Monday,June 21, 2021, 3:41 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Engineering Babkow-Rubin Residence Mattituck NY 11952 Page 54 Detailed Room Loads - Room 21 -Recreation Bathroom Average Load Procedure 11 General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 5.0 ft. System Number: 4 Room Width: 15.0 ft. Zone Number: 3 Area: 75.0 sq.ft. Supply Air: 50 CFM Ceiling Height: 11.0 ft. Supply Air Changes: 3.7 AC/hr Volume: 825 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 5 CFM Runout Air: 0 CFM Percent of Supply.: 10 % Actual Summer Vent.: 4 CFM Percent of Supply: 7 % Actual Winter Infil.: 10 CFM Actual Summer Infil.: 4 CFM Item Area =U= Htg Sen Clg Lat Sen Descri`tion Quantity Value HTM loss_ - _ H_TM Gain _Gain W-Wall-R-20 15 X 11 152.5 0.059 3.7 558 1.0 0 154 N-Wall-R-20 3 X 11 33 0.059 3.7 121 1.0 0 33 W-GIs-U=0.3 ,SHGC=0.33 shgc- 12.5 0.300 18.6 232 33.6 0 420 0.330%S (2) UP-Roof-R-60 5 X 15 75 0.016 1.0 74 1.0 0 76 Floor-R-22_Batt 15.X_5_ __ .__ .75 _0.045_ _ __ 2.8 _ _ 209. _ _. 0.1 _ .__ ... 0 10 Subtotals for Structure: 1,194 0 693 Infil.:Win.: 9.7, Sum.:4.3 198 3.328 659 0.192 88 38 Ductwork:__, 576 _ _ __ 189 Room Totals: 2,429 88 920 C:\Users\Owner\Favorites\Manual J, D, and S\Babkow-Rubin.rh9 Monday, June 21, 2021, 3:41 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Engineering Babkow-Rubin Residence Mattituck NY 11952 Page 53 Detailed Room Loads - Room 20 - Recreation Room (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 29.0 ft. System Number: 4 Room Wdth: 22.0 ft. Zone Number: 3 Area: 638.0 sq.ft. Supply Air: 426 CFM Ceiling Height: 11.0 ft. Supply Air Changes: 3.6 AC/hr Volume: 7,018 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 4 Actual Winter Vent.: 35 CFM Runout Air: 0 CFM Percent of Supply.: 8 % Actual Summer Vent.: 31 CFM Percent of Supply: 7 % Actual Winter Infil.: 56 CFM Actual Summer Infil.: 25 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantily Value HTM Loss HTM Gain Gain S-Wall-R-20 26 X 11 232 0.059 3.7 849 1.0 0 234 W-Wall-R-20 14 X 11 154 0.059 3.7 563 1.0 0 155 N-Wall-R-20 26 X 11 227 0.059 3.7 830 1.0 0 229 E-Wall-R-20 29 X 11 267 0.059 3.7 977 1.0 0 269 E-Wall-R-20 10 X 10 100 0.059 3.7 366 1.0 0 101 S-GIs-U=0.3 ,SHGC= 0.33 shgc- 30 0.300 18.6 558 15.9 0 478 0.330%S (2) S-GIs-U=0.3 ,SHGC=0.33 shgc- 24 0.300 18.6 446 16.0 0 383 0.330%S N-GIs-U=0.3 ,SHGC= 0.33 shgc- 30 0.300 18.6 558 8.8 0 264 0.33 100%S (2) N-GIs-U=0.3.,SHGC= 0.33 shgc- 24 0.300 18.6 446 8.8 0 211 0.33100%S N-GIs-U=0.3 ,SHGC= 0.33 shgc- 5 0.300 18.6 93 8.8 0 44 0.33100%S E-GIs-U=0.3 ,SHGC=0.33 shgc- 10 0.300 18.6 186 33.5 0 335 0.330%S E-GIs-U=0.3 ,SHGC=0.33 shgc- 42 0.300 18.6 781 33.5 0 1,408 0.330%S UP-Roof-R-60 29 X 22 638 0.016 1.0 633 1.0 0 643 Floor-R-22 Batt 22 X 29 638 0.045 2.8 1,780 0.1 0 86 Subtotals for Structure: 9,066 0 4,840 Infil.: Win.: 56.0, Sum.:24.8 1,145 3.328 3,811 0.190 507 218 Ductwork: 4,001 1,600 People: 200 lat/per, 230 sen/per: 2 400 460 Equipment: 0 683 Room Totals: 16,878 907 7,801 Equipment Coolin Loads Cont. Cont. Output Output Avg. Pct Sens. Lat. Sens. Lat. In-Use Used Load Load EltemName Btuh Btuh Output /Hour Btuh Btuh Color television 683 0 100 100 683 0 Total 683 0 C:\Users\Owner\Favorites\Manual J, D, and S\Babkow-Rubin.rh9 Monday,June 21, 2021, 3:41 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Engineering Babkow-Rubin Residence Mattituck NY 11952 Pa a 52 Detailed Room Loads - Room 8 -Powder Bath (Average Load Procedure 11 General -_ Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 7.5 ft. System Number: 4 Room Width: 6.0 ft. Zone Number: 3 Area: 45.0 sq.ft. Supply Air: 39 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 5.2 AC/hr Volume: 450 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 4 CFM Runout Air: 0 CFM Percent of Supply.: 11 % Actual Summer Vent.: 3 CFM Percent of Supply: 7 % Actual Winter Infil.: 10 CFM Actual Summer Infil.: 4 CFM Item Area =U= Htg Sen Clg L-at Sen De§cri0ti6n Quaritily Value HTM Loss H_TM Gain Gain N-Wall-R-20 6 X 10 60 0.059 3.7 219 1.0 0 61 E-Wall-R-20 7.5 X 10 65 0.059 3.7 238 1.0 0 66 S-Wall-R-20 6 X 10 60 0.059 3.7 219 1.0 0 61 E-GIs-U=0.3 ,SHGC=0.33 shgc- 10 0.300 18.6 186 33.5 0 335 0.330%S Floor-R-22 Batt 6 X 7.5 45 0.045 2.8 126 0.1 0 6 Subtotals for Structure: 988 0 529 Infil.:Win.: 9.5, Sum.:4.2 195 3.328 649 0.190 86 37 Ductwork: 509 146 Room Totals: 2,146 86 712 C:\Users\Owner\Favorites\Manual J, D, and S\Babkow-Rubin.rh9 Monday, June 21, 2021, 3:41 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Engineering Babkow-Rubin Residence Mattituck NY 11952 Page 51 Detailed Room Loads - Room 7 - Wet Bar Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 9.0 ft. System Number: 4 Room Width: 11.0 ft. Zone Number: 3 Area: 99.0 sq.ft. Supply Air: 46 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 2.8 AC/hr Volume: 990 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 8 CFM Runout Air: 0 CFM Percent of Supply.: 17 % Actual Summer Vent.: 3 CFM Percent of Supply: 7 % Actual Winter Infil.: 13 CFM Actual Summer Infil.: 6 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain N-Wall-R-20 11 X 10 82.5 0.059 3.7 302 1.0 0 83 E-Wall-R-20 9 X 10 90 0.059 3.7 329 1.0 0 91 S-Wall-R-20 7 X 10 52.5 0.059 3.7 192 1.0 0 53 S-Door-Fire Rated Door 2.5 X 7 17.5 0.420 26.0 456 8.0 0 140 N-GIs-U=0.3 ,SHGC= 0.33 shgc- 10 0.300 18.6 186 8.8 0 88 0.33100%S N-GIs-U=0.3 ,SHGC= 0.33 shgc- 17.5 0.300 18.6 326 8.8 0 154 0.33100%S Floor-R-22 Batt 11 X 9 99 0.045 2.8 276 0.1 0 13 Subtotals for Structure: 2,067 0 622 Infil.: Win.: 13.2, Sum.: 5.8 270 3.330 899 0.189 120 51 Ductwork: 922 174 Room Totals: 3,888 120 847 C:\Users\Owner\Favorites\Manual J, D, and S\Babkow-Rubin.rh9 Monday, June 21, 2021, 3:41 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Engineering Babkow-Rubin Residence Mattituck NY 11952 0 Pa a 50 Detailed Room Loads - Room 19 - Master Closet (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 16.0 ft. System Number: 4 Room Width: 7.5 ft. Zone Number: 2 Area: 120.0 sq.ft. Supply Air: 8 CFM Ceiling Height: 11.0 ft. Supply Air Changes: 0.4 AC/hr Volume: 1,320 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 0 CFM Percent of Supply.: 4 % Actual Summer Vent.: 1 CFM Percent of Supply: 7 % Actual Winter Infil.: 0 CFM Actual Summer Infil.: 0 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain UP-Roof-R-60 16 X 7.5 120 0.016 1.0 119 1.0 0 121 Subtotals for Structure: 119 0 121 Infil.: Win.: 0.0, Sum.: 0.0 0 0 0 0 0 0 Ductwork: 37 31 Room Totals: 156 0 152 C:\Users\Owner\Favorites\Manual J, D, and S\Babkow-Rubin.rh9 Monday,June 21, 2021, 3:41 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Enqineerinq Babkow-Rubin Residence Mattituck NY 11952 Page 49 Detailed Room Loads - Room 18 - Master Bathroom (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 18.5 ft. System Number: 4 Room Width: 10.0 ft. Zone Number: 2 Area: 185.0 sq.ft. Supply Air: 58 CFM Ceiling Height: 11.0 ft. Supply Air Changes: 1.7 AC/hr Volume: 2,035 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 7 CFM Runout Air: 0 CFM Percent of Supply.: 13 % Actual Summer Vent.: 4 CFM Percent of Supply: 7 % Actual Winter Infil.: 13 CFM Actual Summer Infil.: 6 CFM Item Area -U- Htg Sen Cig Lat Sen Description Quantity Value, HTM Loss MTM Gain Gain N-Wall-R-20 18.5 X 11 159.5 0.059 3.7 583 1.0 0 161 W-Wall-R-20 3 X 11 33 0.059 3.7 121 1.0 0 33 E-Wall-R-20 3 X 11 33 0.059 3.7 121 1.0 0 33 N-GIs-U=0.3 ,SHGC= 0.33 shgc- 24 0.300 18.6 446 8.8 0 211 0.33100%S N-GIs-U=0.3 ,SHGC= 0.33 shgc- 20 0.300 18.6 372 8.8 0 176 0.33 100%S (2) UP-Roof-R-60 18.5 X 10 185 0.016 1.0 184 1.0 0 186 Subtotals for Structure: 1,827 0 800 Infil.:Win.: 13.2, Sum.: 5.8 270 3.328 897 0.189 119 51 Ductwork: 846 220 Room Totals: 3,570 119 1,071 C:\Users\Owner\Favorites\Manual J, D, and S\Babkow-Rubin.rh9 Monday, June 21, 2021, 3:41 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Engineering Babkow-Rubin Residence Maftituck NY 11952 Page 48 Detailed.Room Loads - Room 17--. Master Sitting.Room Average Load"Procedure General_- _ Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 18.0 ft. System Number: 4 Room Width: 17.0 ft. Zone Number: 2 Area: 306.0 sq.ft. Supply Air: 252 CFM Ceiling Height: 11.0 ft. Supply Air Changes: 4.5 AC/hr Volume: 3,366 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 3 Actual Winter Vent.: 12 CFM Runout Air: 0 CFM Percent of Supply.: 5 % Actual Summer Vent.: 19 CFM Percent of Supply: 7 % Actual Winter Infil.: 20 CFM Actual'Summer Infil.: 9 CFM Item Area =U- Htg Sen Clg Lai Sen Deseti tion Quantity Value HTM Loss HTM Gain Gain_ N-Wall-R-20 18 X 11 153 0.059 3.7 560 1.0 0 154 W-Wall-R-20 17 X 11 145 0.059 3.7 530 1.0 0 146 E-Wall-R-20 3 X 11 33 0.059 3.7 121 1.0 0 33 W-GIs-U=0.3 ,SHGC=0.33 shgc- 42 0.300 18.6 781 33.5 0 1,408 0.330%S N-GIs-U=0.3 ,SHGC= 0.33 shgc- 25 0.300 18.6 465 8.8 0 219 0.33100%S N-GIs-U=0.3 ,SHGC= 0.33 shgc- 20 0.300 18.6 372 8.8 0 176 0.33 100%S (2) UP-Roof-R-6018X17_ _ _ 306 _0.016 _ _1.0 _ 304__ - _ _ 1-.0 0 308 Subtotals for Structure: 3,133 0 2,444 Infil.: Win.:20.4, Sum.: 9.1 418 3.328 1,391 0.189 185 79 Ductwork: 1,406 946 People: 200 lat/per, 230 sen/per: 2 400 460 Equipment:- - - -- - 0. 683 Room Totals: 5,930 585 4,612 Equipment Coolin Loads Cont. Cont. Output Output Avg. Pet Sens. Lat. Sens. Lat. In-Use Used Load Load Item Name Btuh_ Btuh _ _Output- /Hour Btuh Btuh Color television 683 0 100 100 683 0 Total 683 0 C:\Users\Owner\Favorites\Manual J, D, and S\Babkow-Rubin.rh9 Monday,June 21, 2021, 3:41 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Engineering Babkow-Rubin Residence Mattituck NY 11952 Page 47 Detailed Room Loads - Room 16 - Master Bedroom (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 18.0 ft. System Number: 4 Room Width: 21.5 ft. Zone Number: 1 Area: 387.0 sq.ft. Supply Air: 280 CFM Ceiling Height: 11.0 ft. Supply Air Changes: 3.9 AC/hr Volume: 4,257 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 3 Actual Winter Vent.: 13 CFM Runout Air: 0 CFM Percent of Supply.: 5 % Actual Summer Vent.: 21 CFM Percent of Supply: 7 % Actual Winter Infil.: 23 CFM Actual Summer Infil.: 10 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain S-Wall-R-20 18 X 11 153 0.059 3.7 560 1.0 0 154 W-Wall-R-20 21.5 X 11 196.5 0.059 3.7 719 1.0 0 198 N-Wall-R-20 3 X 11 33 0.059 3.7 121 1.0 0 33 S-GIs-U=0.3 ,SHGC= 0.33 shgc- 20 0.300 18.6 372 16.0 0 320 0.330%S (2) S-GIs-U=0.3 ,SHGC= 0.33 shgc- 25 0.300 18.6 465 16.0 0 399 0.330%S W-GIs-U=0.3 ,SHGC= 0.33 shgc- 20 0.300 18.6 372 33.5 0 670 0.330%S (2) W-GIs-U=0.3 ,SHGC= 0.33 shgc- 20 0.300 18.6 372 33.6 0 671 0.330%S UP-Roof-R-60 18 X 21.5 387 0.016 1.0 384 1.0 0 390 Subtotals for Structure: 3,365 0 2,835 Infil.: Win.: 22.9, Sum.: 10.1 468 3.328 1,556 0.190 207 89 Ductwork: 1,529 1,049 People: 200 lat/per, 230 sen/per: 2 400 460 Equipment:- 0 683 Room Totals: 6,450 607 5,116 E ui ment Cooling Loads Cont. Cont. Output Output Avg. Pct Sens. Lat, Sens. Lat. In-Use Used Load Load Item Name Btuh Btuh Output /Hour Btuh Btuh Color television 683 0 100 100 683 0 Total 683 0 C:\Users\Owner\Favorites\Manual J, D, and S\Babkow-Rubin.rh9 Monday, June 21, 2021, 3:41 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Engineering Babkow-Rubin Residence Mattituck NY 11952 0 Pa a 46 Detailed Room Loads - Room 15 - Stair Hall (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 19.0 ft. System Number: 3 Room Width: 18.5 ft. Zone Number: 3 Area: 351.5 sq.ft. Supply Air: 129 CFM Ceiling Height: 11.0 ft. Supply Air Changes: 2.0 AC/hr Volume: 3,867 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 12 CFM Runout Air: 0 CFM Percent of Supply.: 9 % Actual Summer Vent.: 9 CFM Percent of Supply: 7 % Actual Winter Infil.: 14 CFM Actual Summer Infil.: 5 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss _ _ HTM Gain Gain S-Wall-R-20 18.5 X 11 159.5 0.059 3.7 583 1.0 0 161 W-Wall-R-20 1 X 11 11 0.059 3.7 40 1.0 0 11 E-Wall-R-20 1 X 11 11 0.059 3.7 40 1.0 0 11 S-GIs-U=0.3 ,SHGC=0.33 shgc- 20 0.300 18.6 372 16.0 0 320 0.330%S (2) S-GIs-U=0.3 ,SHGC=0.33 shgc- 24 0.300 18.6 446 16.0 0 383 0.330%S UP-Roof-R-60 19 X 18.5 351.5 0.016 1.0 349 1.0 0 354 Subtotals for Structure: 1,830 0 1,240 Infil.: Win.: 13.9, Sum.: 5.3 226 4.200 947 0.204 108 46 Ductwork: 1,745 625 AED Excursion: 15 Room Totals: 4,522 108 1,926 C:\Users\Owner\Favorites\Manual J, D, and S\Babkow-Rubin.rh9 Monday, June 21, 2021, 3:41 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Engineering Babkow-Rubin Residence Mattituck NY 11952 Page 45 Detailed Room Loads - Room 74 - Bedroom #2 Avera e Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 18.0 ft. System Number: 3 Room Width: 1.4 ft. Zone Number: 2 Area: 25.5 sq.ft. Supply Air: 241 CFM Ceiling Height: 11.0 ft. Supply Air Changes: 51.6 AC/hr Volume: 281 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 3 Actual Winter Vent.: 17 CFM Runout Air: 0 CFM Percent of Supply.: 7 % Actual Summer Vent.: 17 CFM Percent of Supply: 7 % Actual Winter Infil.: 26 CFM Actual Summer Infil.: 10 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM _ Loss HTM Gain Gain N-Wall-R-20 18 X 11 154 0.059 3.7 563 1.0 0 155 W-Wall-R-20 3 X 11 33 0.059 3.7 121 1.0 0 33 E-Wall-R-20 17 X 11 175 0.059 3.7 640 1.0 0 177 N-GIs-U=0.3 ,SHGC= 0.33 shgc- 20 0.300 18.6 372 8.8 0 176 0.33 100%S (2) N-GIs-U=0.3 ,SHGC= 0.33 shgc- 24 0.300 18.6 446 8.8 0 211 0.33100%S E-GIs-U=0.3 ,SHGC=0.33 shgc- 12 0.300 18.6 222 33.5 0 402 0.330%S (3) UP-Roof-R-60 18--X 1.4 25.5 0.016 1.0 25 1.0 0 26 Subtotals for Structure: 2,389 0 1,180 Infil.:Win.: 25.8, Sum.: 9.8 418 4.201 1,756 0.206 200 86 Ductwork: 2,605 1,171 AED Excursion: 28 People:200 lat/per, 230 sen/per: 2 400 460 Equipment: 0 683 Room Totals: 6,750 600 3,608 Equipment Coolin Loads Cont. Cont. Output Output Avg. Pct Sens. Lat. Sens. Lat. In-Use Used Load Load Item Name Btuh Btuh Output /Hour Btuh Btuh Color television 683 0 100 100 683 0 Total 683 0 C:\Users\Owner\Favorites\Manual J, D, and S\Babkow-Rubin.rh9 Monday, June 21, 2021, 3:41 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Engineering Babkow-Rubin Residence Mattituck NY 11952 Pa a 44 Detailed-Room Loads - Room 1,3 = Bedroom #1&2 Bathroom (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 10.5 ft. System Number: 3 Room Width: 18.0 ft. Zone Number: 1 Area: 189.0 sq.ft. Supply Air: 85 CFM Ceiling Height: 11.0 ft. Supply Air Changes: 2.4 AC/hr Volume: 2,079 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 6 CFM Runout Air: 0 CFM Percent of Supply.: 7 % Actual Summer Vent.: 6 CFM Percent of Supply: 7 % Actual Winter Infil.: 7 CFM Actual Summer Infil.: 3 CFM Item - Area =U= Htg Sen Clg Lat Sen Desaiotion _ -Quahtily, Value HTM Lost HTM Gain Gain E-Wall-R-20 10.5 X 11 99.8 0.059 3.7 365 1.0 0 101 E-GIs-U=0.3 ,SHGC=0.33 shgc 15.8 0.300 18.6 293 33.5 0 528 0.330%S UP-Roof-R-60 10.5 X 18 189 0.016 1.0 187 1.0 0 191 Subtotals for Structure: 845 0 820 Infil.: Win.:7.1, Sum.: 2.7 116 4.199 485 0.208 55 24 Ductwork: 836 410 AED Excursion: 10 Room Totals: 2,166 55 1,264 C:\Users\Owner\Favorites\Manual J, D, and S\Babkow-Rubin.rh9 Monday,June 21, 2021, 3:41 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Engineering Babkow-Rubin Residence Mattituck NY 11952 Page 43 Detailed Room Loads - Room 12 - Bedroom #1 Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 15.5 ft. System Number: 3 Room Width: 16.5 ft. Zone Number: 1 Area: 255.8 sq.ft. Supply Air: 302 CFM Ceiling Height: 11.0 ft. Supply Air Changes: 6.4 AC/hr Volume: 2,813 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 3 Actual Winter Vent.: 20 CFM Runout Air: 0 CFM Percent of Supply.: 7 % Actual Summer Vent.: 22 CFM Percent of Supply: 7 % Actual Winter Infil.: 29 CFM Actual Summer Infil.: 11 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain S-Wall-R-20 18 X 11 154 0.059 3.7 563 1.0 0 155 W-Wall-R-20 8 X 11 88 0.059 3.7 322 1.0 0 89 E-Wall-R-20 16.5 X 11 169.5 0.059 3.7 620 1.0 0 171 S-GIs-U=0.3 ,SHGC= 0.33 shgc- 20 0.300 18.6 372 16.0 0 320 0.330%S (2) S-GIs-U=0.3 ,SHGC= 0.33 shgc- 24 0.300 18.6 446 16.0 0 383 0.330%S E-GIs-U=0.3 ,SHGC=0.33 shgc- 12 0.300 18.6 222 33.5 0 402 0.330%S (3) UP-Roof-R-60 15.5 X 16.5 255.8 0.016 1.0 254 1.0 0 258 Subtotals for Structure: 2,799 0 1,778 Infil.:Win.: 28.9, Sum.: 10.9 468 4.201 1,964 0.205 223 96 Ductwork: 2,994 1,467 AED Excursion: 34 People: 200 lat/per, 230 sen/per: 2 400 460 Equipment: 0 683 Room Totals: 7,757 623 4,518 E ui ment Coolinq Loads Cont. Cont. Output Output Avg. Pct Sens. Lat. Sens. Lat. In-Use Used Load Load Item Name Btuh Btuh Output /Hour Btuh Btuh Color television 683 0 100 100 683 0 Total 683 0 C:\Users\Owner\Favorites\Manual J, D, and S\Babkow-Rubin.rh9 Monday,June 21, 2021, 3:41 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Engineering Babkow-Rubin Residence Mattituck NY 11952 Pa a 42 Detailed Room Loads - Room. 6 Mud Room (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 11.0 ft. System Number: 2 Room Width: 18.0 ft. Zone Number: 2 Area: 198.0 sq.ft. Supply Air: 148 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 4.5 AC/hr Volume: 1,980 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 29 CFM Runout Air: 0 CFM Percent of Supply.: 19 % Actual Summer Vent.: 16 CFM Percent of Supply: 11 % Actual Winter Infil.: 30 CFM Actual Summer Infil.: 15 CFM Item Area =U= Htg Sen CI'g Lat Sen Description Quanti Value HTM- Loss HTM Gain Gain N-Wall-R-20 18 X 10 138 0.059 3.7 505 1.0 0 139 S-Wall-R-20 18 X 10 135 0.059 3.7 494 1.0 0 136 W-Wall-R-20 9.5 X 10 74 0.059 3.7 271 1.0 0 75 W-Door-Fire Rated Door 3 X 7 21 0.420 26.0 547 8.0 0 168 N-GIs-U=0.3 ,SHGC=0.33 shgc- 42 0.300 18.6 781 8.8 0 368 0.33100%S S-GIs-U=0.3 ,SHGC=0.33 shgc- 25 0.300 18.6 466 16.0 0 400 0.330%S (2) S-GIs-U=0.3 ,SHGC=0.33 shgc- 20 0.300 18.6 372 16.0 0 319 0.330%S UP-Roof-R-60 11 X 18 198 0.016 1.0 196 1.0 0 200 Floor-R-22 Batt 18 X 11 198 0.045 2.8 552 0.1 0 27 Subtotals for Structure: 4,184 0 1,832 Infil.: Win.: 30.1, Sum.: 15.5 455 4.499 2,047 0.299 316 136 Ductwork: 1,191 171 AED Excursion: 25 Equipment: . ... .... .. ....... . .......... _.. ...._ .. ._,.._. ,.. .-._.. ..._ .0. . ... .. . ..478 Room Totals: 7,422 316 2,643 li Equipment Coolin Loads Cont. Cont. Output Output Avg. Pct Sens. Lat. Sens. Lat. In=Use Used Load Load E'ItemName Btuh -_ Btuh Output- _ -/Hour_ Btuh Btuh Clothes washing machine- 10 percent to space 205 0 50 50 51 0 Vented clothes dryer- 10 percent to space 1707 0 50 50 427 0 Total 478 0 C:\Users\Owner\Favorites\Manual J, D, and S\Babkow-Rubin.rh9 Monday,June 21, 2021, 3:41 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Engineering Babkow-Rubin Residence Mattituck NY 11952 Page 41 Detailed Room Loads - Room 5 - Kitchen (Average Load Procedure General - - Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 16.0 ft. System Number: 2 Room Width: 18.0 ft. Zone Number: 1 Area: 288.0 sq.ft. Supply Air: 251 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 5.2 AC/hr Volume: 2,880 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 3 Actual Winter Vent.: 15 CFM Runout Air: 0 CFM Percent of Supply.: 6 % Actual Summer Vent.: 28 CFM Percent of Supply: 11 % Actual Winter Infil.: 14 CFM Actual Summer Infil.: 7 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain N-Wall-R-20 18 X 10 127.5 0.059 3.7 466 1.0 0 129 W-Wall-R-20 3 X 10 30 0.059 3.7 110 1.0 0 30 N-GIs-U=0.3 ,SHGC= 0.33 shgc- 30 0.300 18.6 558 8.8 0 264 0.33 100%S (2) N-GIs-U=0.3 ,SHGC= 0.33 shgc- 22.5 0.300 18.6 419 8.8 0 197 0.33100%S Floor-R-22 Batt 18 X 16 288 0.045 2.8 804 0.1 0 39 Subtotals for Structure: 2,357 0 659 Infil.:Win.: 13.9, Sum.: 7.1 210 4.500 945 0.300 146 63 Ductwork: 631 290 AED Excursion: 43 People: 200 lat/per, 230 sen/per: 2 400 460 Equipment: 683 2,952 Room Totals: 3,933 1,229 4,467 Equipment Coolin Loads - Cont. Cont. Output Output Avg. Pct Sens. Lat. Sens. Lat. In-Use Used Load Load Item Name Btuh Btuh Output /Hour Btuh Btuh Refrigerator or freezer- 16 cubic feet 1000 0 100 100 1000 0 Cooking range with hood-four burners on high heat 0 0 100 100 0 0 Dishwasher 4096 1433 100 25 1024 358 Microwave 4949 1732 75 25 928 325 Total 2952 683 C:\Users\Owner\Favorites\Manual J, D, and S\Babkow-Rubin.rh9 Monday, June 21, 2021, 3:41 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc., Condon Engineering Babkow-Rubin Residence Mattituck NY 11952 --Page 40 Detailed Room Loads - Room 4 - Dining Room Avera e-Load Procedure 11-General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 23.0 ft. System Number: 2 Room Width: 18.5 ft. Zone Number: 1 Area: 425.5 sq.ft. Supply Air: 190 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 2.7 AC/hr Volume: 4,255 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 21 CFM Runout Air: 0 CFM Percent of Supply.: 11 % Actual Summer Vent.: 21 CFM Percent of Supply: 11 % Actual Winter Infil.: 12 CFM Actual Summer Infil.: 6 CFM Item Area =U= Htg Sen Clg Lat Sen Description tion Quari Value _ HTM Loss HTM Gain _ Gain N-Wall-R-20 18.5 X 10 57 0.059 3.7 209 1.0 0 58 N-GIs-U=0.3 ,SHGC= 0.33 shgc- 128 0.300 18.6 2,381 8.8 0 1,123 0.33100%S Floor-R-22_Batt_.1.8.5 X_23 ... .. ... . .. .. _. .._._425.5_ _.__..,0.045 2.8- _ _ ..1,187 __-0.1__.__._-.._..._.- .-_0. _ -57_ Subtotals for Structure: 3,777 0 1,238 Infil.: Win.: 12.2, Sum.:6.3 185 4.497 832 0.297 129 55 Ductwork: 881 219 AED Excursion: 33 People: 200lat/per 230 sen/per: _ _.. ._ 8 _.__...- -----. - .- -----..----- ---------------------,-- ------1,600 - ---1_,840 Room Totals: 5,490 1,729 3,385 C:\Users\Owner\Favorites\Manual J, D, and S\Babkow-Rubin.rh9 Monday,June 21, 2021, 3:41 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Engineering Babkow-Rubin Residence Maftituck NY 11952 0 Page 39. Detailed Room Loads - Room 10 - Guest Bedroom Bathroom (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 7.0 ft. System Number: 1 Room Width: 9.5 ft. Zone Number: 3 Area: 66.5 sq.ft. Supply Air: 74 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 6.7 AC/hr Volume: 665 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 6 CFM Runout Air: 0 CFM Percent of Supply.: 8 % Actual Summer Vent.: 10 CFM Percent of Supply: 13 % Actual Winter Infil.: 5 CFM Actual Summer Infil.: 2 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantily Value HTM Loss HTM Gain Gain W-Wall-R-20 7 X 10 32.5 0.059 3.7 119 1.0 0 33 W-GIs-U=0.3 ,SHGC=0.33 shgc- 37.5 0.300 18.6 699 33.5 0 1,257 0.330%S (3) Floor-R-22 Batt 9.5 X-7 66.5 _ --0.045- - 2.8_ 186_ 0.1 _ 0 _ 9 Subtotals for Structure: 1,004 0 1,299 Infil.: Win.: 5.0, Sum.: 2.1 70 4.900 343 0.257 42 18 Ductwork: _ _ _266 108 Room Totals: 1,613 42 1,425 C:\Users\Owner\Favorites\Manual J, D, and S\Babkow-Rubin.rh9 Monday, June 21, 2021, 3:41 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Engineering Babkow-Rubin Residence Mattituck NY 11952 Page 38 Detailed Room -Loads Room. 9 - Guest Bedroom Avera e Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 13.0 ft. System Number: 1 Room Width: 18.0 ft. Zone Number: 3 Area: 234.0 sq.ft. Supply Air: 182 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 4.7 AC/hr Volume: 2,340 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 20 CFM Runout Air: 0 CFM Percent of Supply.: 11 % Actual Summer Vent.: 24 CFM Percent of Supply: 13 % Actual Winter Infil.: 22 CFM Actual Summer Infil.: 9 CFM Item. Area =U= Htg Sen Clg Lat Sen Description Quanti Value HIM Loss _ _ HTM Gain Gain S-Wall-R-20 18 X 10 135 0.059 3.7 494 1.0 0 136 W-Wall-R-20 13 X 10 100 0.059 3.7 366 1.0 0 101 S-GIs-U=0:3 ,SHGC=0.33 shgc- 45 0.300 18.6 837 15.9 0 717 0.330%S (3) W-GIs-U=0.3 ,SHGC=0.33 shgc- 30 0.300 18.6 558 33.5 0 1,006 0.330%S (2) Floor-R-22_Batt 18 X 13 _. _._ ._.234___ _ 0.045 _ __ 2.8_.____._653. _ _ 0.1__._ _ _ _. 0 _ _ 32. Subtotals for Structure: 2,908 0 1,992 Infil.: Win.: 22.3, Sum.: 9.2 310 4.897 1,518 0.261 188 81 Ductwork: 875 263 People: 200 lat/per, 230 sen/per: 2 400 460 0- -683 Room Totals: 5,301 588 3,479 11 Equipment Coolin Loads Cont. Cont. Output Output Avg. Pct Sens. Lat. Sens. Lat. In=Use Used Load Load Item Name Btuh Btuh Output /Hour_ Btuh Btuh Color television 683 0 100 100 683 0 Total 683 0 C:\Users\Owner\Favorites\Manual J, D, and S\Babkow-Rubin.rh9 Monday, June 21, 2021, 3:41 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Engineering Babkow-Rubin Residence Mattituck NY 11952 Page 37 Detailed Room Loads - Room 77 - Powder Room Bath#7 Avera e Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 7.0 ft. System Number: 1 Room Width: 5.0 ft. Zone Number: 2 Area: 35.0 sq.ft. Supply Air: 0 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 0.0 AC/hr Volume: 350 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 0 CFM Percent of Supply.: 156 % Actual Summer Vent.: 0 CFM Percent of Supply: 13 % Actual Winter Infil.: 0 CFM Actual Summer Infil.: 0 CFM Item Area -U- Htg Sen Clg Lat Sen Description QuantiN Value HTM Loss HTM Gain Gain Floor-R-22 Batt 5 X-7- 35 0.045 2.8 98 0.1 0 5 Subtotals for Structure: 98 0 5 Infil.: Win.: 0.0, Sum.: 0.0 0 0 0 0 01 0 Ductwork: 19 0 Room Totals: 117 0 5 C:\Users\Owner\Favorites\Manual J, D, and S\Babkow-Rubin.rh9 Monday, June 21, 2021, 3:41 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Engineering Babkow-Rubin Residence Mattituck NY 11952 Page 36 Detailed'Roorn Loads -,Room 3 - EntH Avera e.Load Procedure 'General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 14.5 ft. System Number: 1 Room Width: 13.0 ft. Zone Number: 2 Area: 188.5 sq.ft. Supply Air: 56 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 1.8 AC/hr Volume: 1,885 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 11 CFM Runout Air: 0 CFM Percent of Supply.: 20 % Actual Summer Vent.: 7 CFM Percent of Supply: 13 % Actual Winter Infil.: 10 CFM Actual Summer Infil.: 4 CFM Item Area =U= Htg Sen Glg L-at Sen Description Quantity Value_ _ _HTM Loss HTM - Gain Gain_ S-Wall-R-20 14.5 X 10 92.5 0.059 3.7 338 1.0 0 93 S-GIs-U=0.3 ,SHGC=0.33 shgc- 28 0.300 18.6 520 15.9 0 446 0.330%S(2) S-GIs-U=0.3 ,SHGC=0.33 shgc- 24.5 0.300 18.6 456 16.0 0 391 0.330%S Floor-R-22 Batt 13 X 14.5 188.5 0.045 2.8 526 0.1 0 25 Subtotals for Structure: 1,840 0 955 Infil.:Win.: 10.4, Sum.:4.3 145 4.897 710 0.262 88 38 Ductwork:-- -- -- --- -- 504. - -- - -- — - - - -- 81 Room Totals: 3,054 88 1,074 C:\Users\Owner\Favorites\Manual J, D, and S\Babkow-Rubin.rh9 Monday, June 21, 2021, 3:41 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Engineering Babkow-Rubin Residence Mattituck NY 11952 Page 35 Detailed Room Loads - Room 2 - Living Room Avera e Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 23.0 ft. System Number: 1 Room Width: 18.0 ft. Zone Number: 2 Area: 414.0 sq.ft. Supply Air: 201 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 2.9 AC/hr Volume: 4,140 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 32 CFM Runout Air: 0 CFM Percent of Supply.: 16 % Actual Summer Vent.: 26 CFM Percent of Supply: 13 % Actual Winter Infil.: 30 CFM Actual Summer Infil.: 12 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantily Value. HTM Loss HTM Gain Gain E-Wall-R-20 23 X 10 197 0.059 3.7 721 1.0 0 199 N-Wall-R-20 18 X 10 52 0.059 3.7 190 1.0 0 52 N-GIs-U=0.3 ,SHGC= 0.33 shgc- 128 0.300 18.6 2,381 8.8 0 1,123 0.33100%S E-GIs-U=0.3 ,SHGC= 0.33 shgc- 33 0.300 18.6 614 33.5 0 1,106 0.330%S (2) Floor-R-22 Batt 18 X 23 414 0.045 _ 2.8 1,155 0.1 0 56 Subtotals for Structure: 5,061 0 2,536 Infil.:Win.: 29.5, Sum.: 12.2 410 4.898 2,008 0.261 249 107 Ductwork: 1,397 292 People:200 lat/per, 230 sen/per: 4 800 920 Room Totals: 8,466 1,049 3,855 C:\Users\Owner\Favorites\Manual J, D, and S\Babkow-Rubin.rh9 Monday, June 21, 2021, 3:41 PM i Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Engineering Babkow-Rubin Residence Matti uck-NY 11952 Pa a 34 Detailed Room Loads, Room. 1 = Media Room Avera e Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 18.0 ft. System Number: 1 Room Width: 21.0 ft. Zone Number: 1 Area: 378.0 sq.ft. Supply Air: 243 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 3.9 AC/hr Volume: 3,780 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 3 Actual Winter Vent.: 30 CFM Runout Air: 0 CFM Percent of Supply.: 12 % Actual Summer Vent.: 32 CFM Percent of Supply: 13 % Actual Winter Infil.: 34 CFM Actual Summer Infil.: 14 CFM Item Area =U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HIM Gain Gain S-Wall-R-20 18 X 10 108.5 0.059 3.7 397 1.0 0 109 E-Wall-R-20 21 X 10 180 0.059 3.7 658 1.0 0 182 W-Wall-R-20 8 X 10 80 0.059 3.7 293 1.0 0 81 S-GIs-U=0.3 ,SHGC=0.33 shgc- 39 0.300 18.6 726 15.9 0 622 0.330%S (2) S-GIs-U=0.3 ,SHGC=0.33 shgc- 32.5 0.300 18.6 605 16.0 0 519. 0.330%S E-GIs-U=0.3 ,SHGC= 0.33 shgc- 30 0.300 18.6 558 33.5 0 1,006 0.330%S (2) Floor-R-22 Batt 21 X 18 __ -_ _ _378_-_ 0.045 _-__ 2.8 _ - 1,055 0.1_ _ 0 __- _ 51 Subtotals for Structure: 4,292 0 2,570 Infil.: Win.: 33.8, Sum.: 13.9 470 4.898 2,302 0.260 285 122 Ductwork: 1,303 352 People:200 Iat/per, 230 sen/per: 4 800 920 Equipment:.- 0 683_ Room Totals: 7,897 1,085 4,647 LE ui merit Cooling Loads Cont. Cont. Output Output Avg. Pct Sens. Lat. Sens. Lat. In=Use Used Load Load 'Item Name- _ __ Btuh Btuh Output _ /Hour Btuh_ _ _Btuh Color television 683 0 100 100 683 0 Total 683 0 C:\Users\Owner\Favorites\Manual J, D, and S\Babkow-Rubin.rh9 Monday,June 21, 2021, 3:41 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Engineering Babkow-Rubin Residence Mattituck NY 11952 Page 33 S stem 4 Zone 3 Summary Loads Average Load Procedure for Rooms Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain U=0.3 ,SHGC= 0.33: Glazing-U=0.3 ,SHGC=0.33, U- 215 3,998 0 4,120 4,120 value 0.3, SHGC 0.33 Fire Rated Door: Door-Fire Rated Door, U-value 0.42 17.5 456 0 140 140 R-20: Wall-Frame, Custom, R-20 in Frame Wall, U-value 1575.5 5,763 0 1,590 1,590 0.059 R-60: Roof/Ceiling-Roof Joists Between Roof Deck and 713 707 0 719 719 Ceiling or Foam Encapsulated Roof Joists, Custom, R-60, U-value 0.016 R-22 Batt: Floor-Over open crawl space or garage, 857 2,391 0 115 115 Custom, R-22 Batt, U-value 0.045 _ _. _ _ Subtotals for structure: 13,315 0 6,684 6,684 People: 2 400 460 860 Equipment: 0 683 683 Lighting: 0 0 0 Ductwork: 6,007 0 2,108 2,108 Infiltration:Winter CFM: 88, Summer CFM: 39 6,018 801 344 1,145 System 4, Zone 3 Load Totals: 25,340 1,201 10,279 11,480 Check Fi ures Supply CFM: 562 CFM Per Square ft.: 0.655 Square ft. of Room Area: 857 Square ft. Per Ton: 896 Volume(ft'): 9,283 Zone Loads Total Heating Required: 25,340 Btuh 25.340 MBH Total Sensible Gain: 10,279 Btuh 90 % Total Latent Gain: 1,201 Btuh 10 % Total Cooling Required: 11,480 Btuh 0.96 Tons (Based On Sensible+ Latent) -'Notes. Rhvac is an ACCA approved Manual J, D and S 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\Owner\Favorites\Manual J, D, and S\Babkow-Rubin.rh9 Monday, June 21, 2021, 3:41 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Engineering Babkow-Rubin Residence Mattituck NY 11952 Page 32 System 4 Zone'2 Sdmmaty Loads LAvera a Load Procedure for Rooms Component Area Sen L-at Sen Total Desc-Qh tft Quan Loss_ Gain Gain-_ Gain U=0.3 ,SHGC=0.33: Glazing-U=0.3 ,SHGC=0.33, U- 131 2,436 0 2,190 2,190 value 0.3, SHGC 0.33 R-20: Wall-Frame, Custom, R-20 in Frame Wall, U-value 556.5 2,036 0 560 560 0.059 R-60: Roof/Ceiling-Roof Joists Between Roof Deck and 611 607 0 615 615 Ceiling or Foam Encapsulated Roof Joists, Custom, R-60, Uwv_alue 0.016--- -- ---- —---- --- — - - - - --._... - - Subtotals for structure: 5,079 0 3,365 3,365 People: 2 400 460 860 Equipment: 0 683 683 Lighting: 0 0 0 Ductwork: 2,289 0 1,197 1,197 Infiltration:.Wnter.CFM- K.Summer.CFM: 15 2,288- 304 130-_,_.- , .., 434 System 4, Zone 2 Load Totals: 9,656 704 5,835 6,539 CheckA ures - - - - Supply CFM: 319 CFM Per Square ft.: 0.522 Square ft. of Room Area: 611 Square ft. Per Ton: 1,121 Volume(ft'): 6,721 (Zone Loads Total Heating Required: 9,656 Btuh 9.656 MBH Total Sensible Gain: 5,835 Btuh 89 % Total Latent Gain: 704 Btuh 11 % Total Cooling Required: 6,539 Btuh 0.54 Tons(Based On Sensible+ Latent) Notes Rhvac is an ACCA approved Manual J, D and S 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\Owner\Favorites\Manual J, D, and S\Babkow-Rubin.rh9 Monday, June 21, 2021, 3:41 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Engineering Babkow-Rubin Residence Mattituck NY 11952 Page 31 S stem 4 Zone 7 Summaty Loads Avera e Load Procedure for Rooms Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain U=0.3 ,SHGC= 0.33: Glazing-U=0.3 ,SHGC=0.33, U- 85 1,581 0 2,060 2,060 value 0.3, SHGC 0.33 R-20: Wall-Frame, Custom, R-20 in Frame Wall, U-value 382.5 1,400 0 385 385 0.059 R-60: Roof/Ceiling-Roof Joists Between Roof Deck and 387 384 0 390 390 Ceiling or Foam Encapsulated Roof Joists, Custom, R-60,_U-value 0.016 Subtotals for structure: 3,365 0 2,835 2,835 People: 2 400 460 860 Equipment: 0 683 683 Lighting: 0 0 0 Ductwork: 1,529 0 1,049 1,049 Infiltration:Winter CFM: 23, Summer CFM_: 1„0 _ _ 1,556 207 89 296 System 4, Zone 1 Load Totals: 6,450 607 5,116 5,723 Check Figures Supply CFM: 280 CFM Per Square ft.: 0.722 Square ft. of Room Area: 387 Square ft. Per Ton: 811 Volume (ft'): 4,257 Zone Loads Total Heating Required: 6,450 Btuh 6.450 MBH Total Sensible Gain: 5,116 Btuh 89 % Total Latent Gain: 607 Btuh 11 % Total Cooling Required: 5,723 Btuh 0.48 Tons (Based On Sensible+ Latent) Notes Rhvac is an ACCA approved Manual J, D and S 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\Owner\Favorites\Manual J, D, and S\Babkow-Rubin.rh9 Monday, June 21, 2021, 3:41 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc.. Condon Engineering Babkow-Rubin Residence Mattituck NY 11952 0 Page 30 System 3 Zone 3 Summa Loads Avera e Load Procedure for Rooms Component Area Sen . Lat Sen Total Description Quan _ Loss _Gain Gain Gain U=0.3 ,SHGC= 0.33: Glazing-U=0.3 ,SHGC=0.33,U- 44 818 0 703 703 value 0.3, SHGC 0.33 R-20: Wall-Frame, Custom, R-20 in Frame Wall, U-value 181.5 663 0 183 183 0.059 R-60: Roof/Ceiling-Roof Joists Between Roof Deck and 351.5 349 0 354 354 Ceiling or Foam Encapsulated Roof Joists, Custom, R-60, U-value 0.016 _ Subtotals for structure: 1,830 0 1,240 1,240 People: 0 0 0 0 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 1,745 0 625 625 Infiltration:.Winter CFM: 14, Summer CFM: 5 _ 947 _ 108 . 46 154 System 3, Zone 3 Load Totals: 4,522 108 1,926 2,034 Check Fi ures Supply CFM: 129 CFM Per Square ft.: 0.367 Square ft. of Room Area: 352 Square ft. Per Ton: 2,074 Volume(ft'): 3,867 !Zone Loads Total Heating Required: 4,522 Btuh 4.522 MBH Total Sensible Gain: 1,926 Btuh 95 % Total Latent Gain: 108 Btuh 5 % Total Cooling Required: 2,034 Btuh 0.17 Tons (Based On Sensible+ Latent) !Notes Rhvac is an ACCA approved Manual J, D and S 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\Owner\Favorites\Manual J, D, and S\Babkow-Rubin.rh9 Monday, June 21, 2021, 3:41 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Enqineerinq Babkow-Rubin Residence Mattituck NY 11952 Page 29 System 3 Zone 2 Summa Loads Avera e Load Procedure for Rooms Component Area Sen Lat Sen Total 'Description Quan Loss Gain Gain Gain U=0.3 ,SHGC= 0.33: Glazing-U=0.3 ,SHGC= 0.33, U- 56 1,040 0 789 789 value 0.3, SHGC 0.33 R-20:Wall-Frame, Custom, R-20 in Frame Wall, U-value 362 1,324 0 365 365 0.059 R-60: Roof/Ceiling-Roof Joists Between Roof Deck and 25.5 25 0 26 26 Ceiling or Foam Encapsulated Roof Joists, Custom, R-60, U-value 0.016 _ Subtotals for structure: 2,389 0 1,180 1,180 People: 2 400 460 860 Equipment: 0 683 683 Lighting: 0 0 0 Ductwork: 2,605 0 1,171 1,171 Infiltration: _Winter CFM: 26,-Summer CFM: 10 1,756 200 86 - 286 System 3, Zone 2 Load Totals: 6,750 600 3,608 4,208 Check Figures Supply CFM: 241 CFM Per Square ft.: 9.462 Square ft. of Room Area: 26 Square ft. Per Ton: 73 Volume(ft'): 281 Zone Loads Total Heating Required: 6,750 Btuh 6.750 MBH Total Sensible Gain: 3,608 Btuh 86 % Total Latent Gain: 600 Btuh 14 % Total Cooling Required: 4,208 Btuh 0.35 Tons (Based On Sensible+ Latent) Notes Rhvac is an ACCA approved Manual J, D and S 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\Owner\Favorites\Manual J, D, and S\Babkow-Rubin.rh9 Monday, June 21, 2021, 3:41 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Engineering Babkow-Rubin Residence Mattituck NY 11952 Page 28 System 3 Zone 1 Summaty Loads (Average Load Procedure for Rooms Component Area Sen Lat Sen Total 't-Description Quan Loss Gain Gain Gain U=0.3 ,SHGC= 0.33: Glazing-U=0.3 ,SHGC=0.33, U- 71.8 1,333 0 1,633 1,633 value 0.3, SHGC 0.33 R-20: Wall-Frame, Custom, R-20 in Frame Wall, U-value 511.2 1,870 0 516 516 0.059 R-60: Roof/Ceiling-Roof Joists Between Roof Deck and 444.8 441 0 449 449 Ceiling or Foam Encapsulated Roof Joists, Custom, _R-60, U-value_0_.016_ Subtotals for structure: 3,644 0 2,598 2,598 People: 2 400 460 860 Equipment: 0 683 683 Lighting: 0 0 0 Ductwork: 3,830 0 1,877 1,877 Infiltration:Winter CFM: 36, Summer CFM: 14.." 2,449_ 278 _ 120 398 System 3, Zone 1 Load Totals: 9,923 678 5,782 6,460 Check Figures Supply CFM: 387 CFM Per Square ft.: 0.870 Square ft. of Room Area: 445 Square ft. Per Ton: 826 Volume(ft3): 4,892 'Zone_Loads Total Heating Required: 9,923 Btuh 9.923 MBH Total Sensible Gain: 5,782 Btuh 90 % Total Latent Gain: 678 Btuh 10 % Total Cooling Required: 6,460 Btuh 0.54 Tons (Based On Sensible+ Latent) Notes Rhvac is an ACCA approved Manual J, D and S 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\Owner\Favorites\Manual J, D, and S\Babkow-Rubin.rh9 Monday, June 21, 2021, 3:41 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Engineerinq Babkow-Rubin Residence Mattituck NY 11952 Page 27 System 2 Zone 2 Summaly Loads (Average Load Procedure for Rooms Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain U=0.3 ,SHGC= 0.33: Glazing-U=0.3 ,SHGC= 0.33, U- 87 1,619 0 1,087 1,087 value 0.3, SHGC 0.33 Fire Rated Door: Door-Fire Rated Door, U-value 0.42 21 547 0 168 168 R-20: Wall-Frame, Custom, R-20 in Frame Wall, U-value 347 1,270 0 350 350 0.059 R-60: Roof/Ceiling-Roof Joists Between Roof Deck and 198 196 0 200 200 Ceiling or Foam Encapsulated Roof Joists, Custom, R-60, U-value 0.016 R-22 Batt: Floor-Over open crawl space or garage, 198 552 0 27 27 Custom, R-22 Batt, U-value 0.045_ _ _ Subtotals for structure: 4,184 0 1,832 1,832 People: 0 0 0 0 Equipment: 0 478 478 Lighting: 0 0 0 Ductwork: 1,191 0 .171 171 Infiltration:Winter CFM: 30, Summer CFM: 15 _ 2,047 316 136 452 System 2, Zone 2 Load Totals: 7,422 316 2,643 2,959 Check Figures Supply CFM: 148 CFM Per Square ft.: 0.749 Square ft. of Room Area: 198 Square ft. Per Ton: 803 Volume(ft3): 1,980 Zone Loads Total Heating Required: 7,422 Btuh 7.422 MBH Total Sensible Gain: 2,643 Btuh 89 % Total Latent Gain: 316 Btuh 11 % Total Cooling Required: 2,959 Btuh 0.25 Tons (Based On Sensible+ Latent) Notes Rhvac is an ACCA approved Manual J, D and S 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\Owner\Favorites\Manual J, D, and S\Babkow-Rubin.rh9 Monday, June 21, 2021, 3:41 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Engineering Babkow-Rubin Residence Mattituck NY 11952 0 Pa a 26 S stem 2 Zone 7 Summajy Loads Avera e Load Procedure for Rooms 'Component Area Sen Lat Sen Total Description Quan Loss Gain Gain _ Gain U=0.3 ,SHGC= 0.33: Glazing-U=0.3 ,SHGC=0.33, U- 180.5 3,358 0 1,584 1,584 value 0.3, SHGC 0.33 R-20: Wall-Frame, Custom, R-20 in Frame Wall, U-value 214.5 785 0 217 217 0.059 R-22 Batt: Floor-Over open crawl space or garage, 713.5 1,991 0 96 96 Custom, R-22 Batt, U-value 0.045_ _ Subtotals for structure: 6,134 0 1,897 1,897 People: 10 2,000 2,300 4,300 Equipment: 683 2,952 3,635 Lighting: 0 0 0 Ductwork: 1,512 0 509 509 Infiltration:Winter CFM: 26, Summer CFM: 13 1,777 275 118 393 System 2, Zone 1 Load Totals: 9,423 2,958 7,852 10,810 Check Figures _ Supply CFM: 441 CFM Per Square ft.: 0.618 Square ft. of Room Area: 714 Square ft. Per Ton: 792 Volume(ft'): 7,135 Zone Loads Total Heating Required: 9,423 Btuh 9.423 MBH Total Sensible Gain: 7,852 Btuh 73 % Total Latent Gain: 2,958 Btuh 27 % Total Cooling Required: 10,810 Btuh 0.90 Tons (Based On Sensible+ Latent) Notes Rhvac is an ACCA approved Manual J, D and S 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\Owner\Favorites\Manual J, D, and S\Babkow-Rubin.rh9 Monday, June 21, 2021, 3:41 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Engineering Babkow-Rubin Residence Mattituck NY 11952 Page 25 System 1 Zone 3 Summajy Loads (Average Load Procedure for Rooms Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain U=0.3 ,SHGC= 0.33: Glazing-U=0.3 ,SHGC=0.33, U- 112.5 2,094 0 2,980 2,980 value 0.3, SHGC 0.33 R-20: Wall-Frame, Custom, R-20 in Frame Wall, U-value 267.5 979 0 270 270 0.059 R-22 Batt: Floor-Over open crawl space or garage, 300.5 839 0 41 41 Custom, R-22 Batt, U--value-0.045- Subtotals for structure: 3,912 0 3,291 3,291 People: 2 400 460 860 Equipment: 0 683 683 Lighting: 0 0 0 Ductwork: 1,141 0 371 371 Infiltration: Winter CFM: 27, Summer CFM: 11 __ 1,861 230 99 329 System 1, Zone 3 Load Totals: 6,914 630 4,904 5,534 Check Figures, Supply CFM: 256 CFM Per Square ft.: 0.853 Square ft. of Room Area: 301 Square ft. Per Ton: 652 Volume(ft'): 3,005 Zone Loads Total Heating Required: 6,914 Btuh 6.914 MBH Total Sensible Gain: 4,904 Btuh 89 % Total Latent Gain: 630 Btuh 11 % Total Cooling Required: 5,534 Btuh 0.46 Tons (Based On Sensible+ Latent) Notes Rhvac is an ACCA approved Manual J, D and S 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\Owner\Favorites\Manual J, D, and S\Babkow-Rubin.rh9 Monday, June 21, 2021, 3:41 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Engineering Babkow-Rubin Residence Mattituck NY 11952 1U Pa a 24 System 1 Zone 2 Summa Loads(Average Load Procedure for Rooms Component Area Sen Lat Sen Total Description Quan Loss _ - Gain Gain _ _ - Gain U=0.3 ,SHGC=0.33: Glazing-U=0.3 ,SHGC=0.33, U- 213.5 3,971 0 3,066 3,066 value 0.3, SHGC 0.33 R-20: Wall-Frame, Custom, R-20 in Frame Wall, U-value 341.5 1,249 0 344 344 0.059 R-22 Batt: Floor-Over open crawl space or garage, 637.5 1,779 0 86 86 Custom, R-22_Batt, U-value 0.045_ Subtotals for structure: 6,999 0 3,496 3,496 People: 4 800 920 1,720 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 1,920 0 374 374 Infiltration:Winter CFM:40, Summer CFM: 16.. 2,718 . 337 145 482 System 1, Zone 2 Load Totals: 11,637 1,137 4,935 6,072 Check Fi ures _ _ Supply CFM: 258 CFM Per Square ft.: 0.405 Square ft. of Room Area: 638 Square ft. Per Ton: 1,260 Volume(ft'): 6,375 Zone Loads Total Heating Required: 11,637 Btuh 11.637 MBH Total Sensible Gain: 4,935 Btuh 81 % Total Latent Gain: 1,137 Btuh 119 % Total Cooling Required: 6,072 Btuh 0.51 Tons(Based On Sensible+ Latent) Notes Rhvac is an ACCA approved Manual J, D and S 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\Owner\Favorites\Manual J, D, and S\Babkow-Rubin.rh9 Monday, June 21, 2021, 3:41 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Engineering Babkow-Rubin Residence Mattituck NY 11952 Page 23 S stem 1 Zone 1 Summajy Loads Avera e Load Procedure for Rooms Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain U=0.3 ,SHGC= 0.33: Glazing-U=0.3 ,SHGC=0.33, U- 101.5 1,889 0 2,147 2,147 value 0.3, SHGC 0.33 R-20: Wall-Frame, Custom, R-20 in Frame Wall, U-value 368.5 1,348 0 372 372 0.059 R-22 Batt: Floor-Over open crawl space or garage, 378 1,055 0 51 51 Custom, R-22 Batt, U-value 0.045 _ _ Subtotals for structure: 4,292 0 2,570 2,570 People: 4 800 920 1,720 Equipment: 0 683 683 Lighting: 0 0 0 Ductwork: 1,303 0 352 352 Infiltration:Winter CFM: 34, Summer CFM: 14 2,302 _ 285 122 407 System 1, Zone 1 Load Totals: 7,897 1,085 4,647 5,732 Check Figures Supply CFM: 243 CFM Per Square ft.: 0.642 Square ft. of Room Area: 378 Square ft. Per Ton: 791 Volume(ft'): 3,780 Zone Loads Total Heating Required: 7,897 Btuh 7.897 MBH Total Sensible Gain: 4,647 Btuh 81 % Total Latent Gain: 1,085 Btuh 19 % Total Cooling Required: 5,732 Btuh 0.48 Tons (Based On Sensible+ Latent) Notes Rhvac is an ACCA approved Manual J, D and S 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\Owner\Favorites\Manual J, D, and S\Babkow-Rubin.rh9 Monday, June 21, 2021, 3:41 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Engineering Babkow-Rubin Residence Mattituck NY 11952 Page-22 Manual S Performance Data- System 4 - Master. Bedroom/Rec Room Loads and Design Conditions Cooling: Outdoor Dry Bulb: 0 Sensible Gain: 25,268 Outdoor Wet Bulb: 71 Latent Gain: 5,489 Indoor Dry Bulb: 75 Total Gain: 30,757 Indoor RK 50 Load SHR: 0.82 Supply Airflow: 0 Entering Dry Bulb: 0 Entering Wet Bulb: 0 Heating: Outdoor Dry Bulb: 10 Sensible Loss: 55,393 Indoor Dry Bulb: 72 Entering Dry Bulb: 64.6 Indoor RH: 30 Supply Airflow: 1,160 Equipment Performance Data at System Design Conditions This system's equipment was selected in accordance with ACCA Manual S. Cooling: Model Type: Standard Air Conditioner, Model: , Nominal Capacity: 34,110, Manufacturer: Carrier Interpolation Results: Percent LQad of Load Sensible Capacity: 26,430 25,268 105% Latent Capacity: 7,680 5,489 140% Total Capacity: 34,110 30,757 111% Heating: Model Type: Natural Gas Boiler, Model: EVG220, Nominal Capacity: 206,000, Manufacturer: Weil Mclain Results: Percent Load of Load Heating Capacity: 206,000 55,393 372% C:\Users\Owner\Favorites\Manual J, D, and S\Babkow-Rubin.rh9 Monday, June 21, 2021, 3:41 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Engineering Babkow-Rubin Residence Mattituck NY 11952 Page 21 Manual S Performance Data - System 3 - Bedrooms Loads and Design Conditions Cooling: Outdoor Dry Bulb: 0 Sensible Gain: 14,518 Outdoor Wet Bulb: 71 Latent Gain: 3,558 Indoor Dry Bulb: 75 Total Gain: 18,076 Indoor RH: 50 Load SHR: 0.80 Supply Airflow: 0 Entering Dry Bulb: 0 Entering Wet Bulb: 0 Heating: Outdoor Dry Bulb: 10 Sensible Loss: 30,483 Indoor Dry Bulb: 72 Entering Dry Bulb: 64.0 Indoor RH: 30 Supply Airflow: 757 Equipment Performance Data at System Design Conditions This system's equipment was selected in accordance with ACCA Manual S. Cooling: Model Type: Standard Air Conditioner, Model: , Nominal Capacity: 22,620, Manufacturer: Carrier Interpolation Results: Percent Load of Load Sensible Capacity: 15,670 14,518 108% Latent Capacity: 6,950 3,558 195% Total Capacity: 22,620 18,076 125% Heating: Model Type: Natural Gas Boiler, Model: EVG220, Nominal Capacity: 206,000, Manufacturer:Weil Mclain Results: Percent Load of Load Heating Capacity: 206,000 30,483 676% C:\Users\Owner\Favorites\Manual J, D, and S\Babkow-Rubin.rh9 Monday, June 21, 2021, 3:41 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Engineering Babkow-Rubin Residence Mattituck NY 11952 Pacie 20 Manual S Performance.Data - System 2 - Kitchen/Dining Loads and Design Conditions Cooling: Outdoor Dry Bulb: 0 Sensible Gain: 11,064 Outdoor Wet Bulb: 71 Latent Gain: 5,349 Indoor Dry Bulb: 75 Total Gain: 16,413 Indoor RH: 50 Load SHR: 0.67 Supply Airflow: 0 Entering Dry Bulb: 0 Entering Wet Bulb: 0 Heating: Outdoor Dry Bulb: 10 Sensible Loss: 24,234 Indoor Dry Bulb: 72 Entering Dry Bulb: 64.2 Indoor RK 30 Supply Airflow: 589 E ui ment Performance Data at System Design Conditions This system's equipment was selected in accordance with ACCA Manual S. Cooling: Model Type: Standard Air Conditioner, Model: , Nominal Capacity: 17,280, Manufacturer: Carrier Interpolation Results: Percent Load of Load Sensible Capacity: 11,840 11,064 107% Latent Capacity: 5,440 5,349 102% Total Capacity: 17,280 16,413 105% Heating: Model Type: Natural Gas Boiler, Model: EVG220, Nominal Capacity:206,000, Manufacturer:Weil Mclain Results: Percent Load of Load Heating Capacity: 206,000 24,234 850% C:\Users\Owner\Favorites\Manual J, D, and S\Babkow-Rubin.rh9 Monday, June 21, 2021, 3:41 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Engineering Babkow-Rubin Residence Mattituck NY 11952 Page 19 Manual S Performance Data - System 1 Living Room/Media/Guest Bedroom Loads and Desi n Conditions Cooling: Outdoor Dry Bulb: 0 Sensible Gain: 15,359 Outdoor Wet Bulb: 71 Latent Gain: 6,116 Indoor Dry Bulb: 75 Total Gain: 21,476 Indoor RH: 50 Load SHR: 0.72 Supply Airflow: 0 Entering Dry Bulb: 0 Entering Wet Bulb: 0 Heating: Outdoor Dry Bulb: 10 Sensible Loss: 34,362 Indoor Dry Bulb: 72 Entering Dry Bulb: 62.7 Indoor RH: 30 Supply Airflow: 757 E ui ment Performance Data at System Design Conditions This system's equipment was selected in accordance with ACCA Manual S. Cooling: Model Type: Standard Air Conditioner, Model: , Nominal Capacity: 22,620, Manufacturer: Carrier Interpolation Results: Percent Load of Load Sensible Capacity: 15,671 15,359 102% Latent Capacity: 6,649 6,116 109% Total Capacity: 22,620 21,476 105% Heating: Model Type: Natural Gas Boiler, Model: EVG220, Nominal Capacity: 206,000, Manufacturer:Weil Mclain Results: Percent Lead of Load Heating Capacity: 206,000 34,362 600% C:\Users\Owner\Favorites\Manual J, D, and S\Babkow-Rubin.rh9 Monday, June 21, 2021, 3:41 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Engineering Babkow-Rubin Residence Mattituck NY 11952 Page-18 E ui ment Data - $ stem 4 - Master Bedroom/Rec Room Cooling System Type: Standard Air Conditioner Outdoor Model: 24ABC636A Indoor Model: FX41D043 Outdoor Manufacturer: Carrier Indoor Manufacturer: Carrier Nominal Capacity: 34,110 Adjusted Capacity: 34110 Adjusted Sensible Capacity: 26430 Adjusted Latent Capacity: 7680 Efficiency: 16.5 SEER, 13.5 EER Heating System Type: Natural Gas Boiler Model: EVG220 Tradename: Evergreen Manufacturer: Well Mclain Capacity: 206,000 Efficiency: 95 AFUE This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB: 83F, SOWB: 71F,WODB: 10F, SIDB: 75F, SIRH: 50%, WIDB: 72F, Sen. gain: 25,268 Btuh, Lat. gain: 5,489 Btuh, Sen. loss: 55,393 Btuh, Entering clg. coil DB: 78.2F, Entering clg. coil WB: 64.1F, Entering htg. coil DB: 64.6F, Clg. coil TD: 20F, Htg. coil TD: 70F, Req. clg. airflow: 967 CFM, Req. htg. airflow: 596 CFM C:\Users\Owner\Favorites\Manual J, D, and S\Babkow-Rubin.rh9 Monday, June 21, 2021, 3:41 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Engineering Babkow-Rubin Residence Mattituck NY 11952 Page 17 Equipment Data - System 3 - Bedrooms Cooling System Type: Standard Air Conditioner Outdoor Model: 24ABC624A Indoor Model: FX41D025 Outdoor Manufacturer: Carrier Indoor Manufacturer: Carrier Nominal Capacity: 22,620 Adjusted Capacity: 22620 Adjusted Sensible Capacity: 15670 Adjusted Latent Capacity: 6950 Efficiency: 16 SEER, 14 EER Heating System Type: Natural Gas Boiler Model: EVG220 Tradename: Evergreen Manufacturer: Weil Mclain Capacity: 206,000 Efficiency: 95 AFUE This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB: 83F, SOWB: 71 F,WODB: 10F, SIDB: 75F, SIRH: 50%,WIDB: 72F, Sen. gain: 14,518 Btuh, Lat. gain: 3,558 Btuh, Sen. loss: 30,483 Btuh, Entering clg. coil DB: 78.9F, Entering clg. coil WB: 64.3F, Entering htg. coil DB:64F, Clg. coil TD:20F, Htg. coil TD: 70F, Req. clg. airflow: 516 CFM, Req. htg. airflow: 308 CFM C:\Users\Owner\Favorites\Manual J, D, and S\Babkow-Rubin.rh9 Monday, June 21, 2021, 3:41 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Engineering Babkow-Rubin Residence Mattituck NY 11952 Pa a 16 E ui ment Data - _System 2 - Kitchen/Dinin Cooling System Type: Standard Air Conditioner Outdoor Model: 24ABC618A Indoor Model: FX4D019 Outdoor Manufacturer: Carrier Indoor Manufacturer: Carrier Nominal Capacity: 17,280 Adjusted Capacity: 17280 Adjusted Sensible Capacity: 11840 Adjusted Latent Capacity: 5440 Efficiency: 16 SEER, 13.5 EER Heating System Type: Natural Gas Boiler Model: EVG220 Tradename: Evergreen Manufacturer: Weil Mclain Capacity: 206,000 Efficiency: 95 AFUE This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB: 83F, SOWB:71F, WODB: 10F, SIDB: 75F, SIRH: 50%, WIDB: 72F, Sen. gain: 11,064 Btuh, Lat. gain: 5,349 Btuh, Sen. loss: 24,234 Btuh, Entering clg. coil DB: 75.917, Entering clg.-coil WB:63.51F, Entering htg. coil DB: 64.21F, Clg. coil TD: 20F, Htg. coil TD: 70F, Req. clg. airflow: 478 CFM, Req. htg. airflow:249 CFM C:\Users\Owner\Favorites\Manual J, D, and S\Babkow-Rubin.rh9 Monday, June 21, 2021, 3:41 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Engineering Babkow-Rubin Residence Mattituck NY 11952 Page 15 E ui ment Data - S stem ' - Living.Room/Media%Guest Bedroom Cooling System Type: Standard Air Conditioner Outdoor Model: 24ABC624A Indoor Model: FX4D025 Outdoor Manufacturer: Carrier Indoor Manufacturer: Carrier Nominal Capacity: 22,620 Adjusted Capacity: 22620 Adjusted Sensible Capacity: 15671 Adjusted Latent Capacity: 6649 Efficiency: 16 SEER, 12 EER Heating System Type: Natural Gas Boiler Model: EVG220 Tradename: Evergreen Manufacturer: Weil Mclain Capacity: 206,000 Efficiency: 95 AFUE This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB: 83F, SOWB: 71F,WODB: 10F, SIDB: 75F, SIRH: 50%,WIDB: 72F, Sen. gain: 15,359 Btuh, Lat. gain: 6,116 Btuh, Sen. loss: 34,362 Btuh, Entering clg. coil DB: 76.1 F, Entering clg. coil WB: 63.7F, Entering htg. coil DB: 62.7F, Clg. coil TD: 20F, Htg. coil TD: 70F, Req. clg. airflow: 660 CFM, Req. htg. airflow: 344 CFM C:\Users\Owner\Favorites\Manual J, D, and S\Babkow-Rubin.rh9 Monday, June 21, 2021, 3:41 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Engineering Babkow-Rubin Residence Mattituck NY 11952 Pae 14 S stem 4 Master Bedroom/Rec Room Summa .Loads Component Area Sen Lat Sen Total Description Quan Loss Gain ._ Gain Gain U=0.3 ,SHGC=0.33: Glazing-U=0.3 ,SHGC=0.33, U- 431 8,015 0 8,370 8,370 value 0.3, SHGC 0.33 Fire Rated Door: Door-Fire Rated Door, U-value 0.42 17.5 456 0 140 140 R-20: Wall-Frame, Custom, R-20 in Frame Wall, U-value 2514.5 9,199 0 2,535 2,535 0.059 R-60: Roof/Ceiling-Roof Joists Between Roof Deck and 1711 1,698 0 1,724 1,724 Ceiling or Foam Encapsulated Roof Joists, Custom, R-60, U-value 0.016 R-22 Batt: Floor-Over open crawl space or garage, 857 2,391 0 115 115 Custom, R722 Batt, U-value 0.045 Subtotals for structure: 21,759 0 12,884 12,884 People: 6 1,200 1,380 2,580 Equipment: 0 2,049 2,049 Lighting: 0 0 0 Ductwork: 13,636 1,223 7,640 8,864 Infiltration:Winter CFM: 145, Summer CFM: 64 9,862 1,312 563 1,875 Ventilation:Winter CFM: 86, Summer CFM: 86 5,827 1,753 752 2,505 Exhaust: Winter CFM: 86, Summer CFM: 86 Humidification (Winter) 11..75 gal/day: 4,309 0 _ 0 0 System 4 Master Bedroom/Rec Room Load Totals: 55,393 5,489 25,268 30,757 Check Figures Supply CFM: 1,160 CFM Per Square ft.: 0.625 Square ft. of Room Area: 1,855 Square ft. Per Ton: 724 Volume(ft3): 20,261 System Loads Total Heating Required Including Ventilation Air: 55,393 Btuh 55.393 MBH Total Sensible Gain: 25,268 Btuh 82 % Total Latent Gain: 5,489 Btuh 18 % Total Cooling Required Including Ventilation Air: 30,757 Btuh 2.56 Tons (Based On Sensible+ Latent) Notes _ Rhvac is an ACCA approved Manual J, D and S 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\Owner\Favorites\Manual J, D, and S\Babkow-Rubin.rh9 Monday, June 21, 2021, 3:41 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Engineering Babkow-Rubin Residence Mattituck NY 11952 Page 13 System 3 Bedrooms Summajy Loads Component Area Sen Lat Sen Total 'Description Quan Loss Gain Gain Gain U=0.3 ,SHGC= 0.33: Glazing-U=0.3 ,SHGC=0.33, U- 171.8 3,191 0 3,125 3,125 value 0.3, SHGC 0.33 R-20:Wall-Frame, Custom, R-20 in Frame Wall, U-value 1054.8 3,857 0 1,064 1,064 0.059 R-60: Roof/Ceiling-Roof Joists Between Roof Deck and 821.8 815 0 829 829 Ceiling or Foam Encapsulated Roof Joists, Custom, R-60, U-value 0.01.6 _ _ _.__ _ _ Subtotals for structure: 7,863 0 5,018 5,018 People: 4 800 920 1,720 Equipment: 0 1,366 1,366 Lighting: 0 0 0 Ductwork: 11,312 1,053 6,396 7,449 Infiltration:Winter CFM: 76, Summer CFM: 29 5,152 586 252 838 Ventilation:Winter CFM: 55, Summer CFM: 55 3,719 1,119 480 1,599 Exhaust: Winter CFM: 55, Summer CFM: 55 Humidification (Winter) 6.65 gal/day : 2,437 0 0 0 AED Excursion: . 0 .0 86 86 System 3 Bedrooms Load Totals: 30,483 3,558 14,518 18,076 Check Ficiures Supply CFM: 757 CFM Per Square ft.: 0.921 Square ft. of Room Area: 822 Square ft. Per Ton: 546 Volume(ft'): 9,040 S stem Loads Total Heating Required Including Ventilation Air: 30,483 Btuh 30.483 MBH Total Sensible Gain: 14,518 Btuh 80 % Total Latent Gain: 3,558 Btuh 20 % Total Cooling Required Including Ventilation Air: 18,076 Btuh 1.51 Tons (Based On Sensible+ Latent) Notes Rhvac is an ACCA approved Manual J, D and S 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\Owner\Favorites\Manual J, D, and S\Babkow-Rubin.rh9 Monday, June 21, 2021, 3:41 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Engineering Babkow-Rubin Residence Mattituck NY 11952 Pae 12 System 2 Kitchen%Dinin Summa Loads Component Area Sen Lat Sen Total Description _ Quan Loss Gain Gain . ._ Gain U=0.3 ,SHGC= 0.33: Glazing-U=0.3 ,SHGC= 0.33, U- 267.5 4,977 0 2,671 2,671 value 0.3, SHGC 0.33 Fire Rated Door: Door-Fire Rated Door, U-value 0.42 21 547 0 168 168 R-20: Wall-Frame, Custom, R-20 in Frame Wall, U-value 561.5 2,055 0 567 567 0.059 R-60: Roof/Ceiling-Roof Joists Between Roof Deck and 198 196 0 200 200 Ceiling or Foam Encapsulated Roof Joists, Custom, R-60, U-value 0.016 R-22 Batt: Floor-Over open crawl space or garage, 911.5 2,543 0 123 123 Custom, R-22 Batt,_U-value 0.045 _ Subtotals for structure: 10,318 0 3,729 3,729 People: 10 2,000 2,300 4,300 Equipment: 683 3,430 4,113 Lighting: 0 0 0 Ductwork: 3,417 748 680 1,428 Infiltration:Winter CFM: 56, Summer CFM: 29 3,824 591 254 845 Ventilation: Winter CFM: 65, Summer CFM: 65 4,413 1,328 569 1,897 Exhaust: Winter CFM: 65, Summer CFM: 65 Humidification (Winter)6.17 gal/day : 2,262 0 0 0 AED Excursion: 0 0 101 101 System 2 Kitchen/Dining Load Totals: 24,234 5,349 11,064 16,413 Check Figures Supply CFM: 589 CFM Per Square ft.: 0.646 Square ft. of Room Area: 912 Square ft. Per Ton: 666 Volume(ft'): 9,115 S stem Loads Total Heating Required Including Ventilation Air: 24,234 Btuh 24.234 MBH Total Sensible Gain: 11,064 Btuh 67 % Total Latent Gain: 5,349 Btuh 33 % Total Cooling Required Including Ventilation Air: 16,413 Btuh 1.37 Tons (Based On Sensible+ Latent) ri-Notes ___ Rhvac is an ACCA approved Manual J, D and S 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\Owner\Favorites\Manual J, D, and S\Babkow-Rubin.rh9 Monday,June 21, 2021, 3:41 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Engineering Babkow-Rubin Residence Mattituck NY 11952 Page 11 System 1 Living Room/Media/Guest Bedroom Summajy Loads Component Area Sen Lat Sen Total Description Quan Loss:, Gain Gain Gain U=0.3 ,SHGC= 0.33: Glazing-U=0.3 ,SHGC=0.33, U- 427.5 7,954 0 8,193 8,193 value 0.3, SHGC 0.33 R-20: Wall-Frame, Custom, R-20 in Frame Wall, U-value 977.5 3,576 0 986 986 0.059 R-22 Batt: Floor-Over open crawl space or garage, 1316 3,673 0 178 178 Custom, R-,22 Batt,-U-value 0.045 _ _ _ _ Subtotals for structure: 15,203 0 9,357 9,357 People: 10 2,000 2,300 4,300 Equipment: 0 1,366 1,366 Lighting: 0 0 0 Ductwork: 5,508 1,228 1,097 2,324 Infiltration:Winter CFM: 101, Summer CFM:42 6,881 852 366 1,218 Ventilation: Winter CFM: 100, Summer CFM: 100 6,769 2,037 873 2,910 Exhaust:Winter CFM:.100, Summer CFM: 100.- . _. System 1 Living Room/Media/Guest Bedroom Load 34,362 6,116 15,359 21,476 Totals: Check Fi ures Supply CFM: 757 CFM Per Square ft.: 0.575 Square ft. of Room Area: 1,316 Square ft. Per Ton: 735 Volume (ft'): 13,160 S stem Loads Total Heating Required Including Ventilation Air: 34,362 Btuh 34.362 MBH Total Sensible Gain: 15,359 Btuh 72 % Total Latent Gain: 6,116 Btuh 28 % Total Cooling Required Including Ventilation Air: 21,476 Btuh 1.79 Tons(Based On Sensible+ Latent) Notes Rhvac is an ACCA approved Manual J, D and S 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\Owner\Favorites\Manual J, D, and S\Babkow-Rubin.rh9 Monday, June 21, 2021, 3:41 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Engineering Babkow-Rubin Residence Mattituck NY 11952 Pae 10 Total Building Summary Loads Component Area Sen'; Lat Sen Total Description- Quan Loss Gain Gain -Gain U=0.3 ,SHGC=0.33: Glazing-U=0.3 ,SHGC= 0.33, U- 1297.8 24,137 0 22,359 22,359 value 0.3, SHGC 0.33 Fire Rated Door: Door-Fire Rated Door, U-value 0.42 38.5 1,003 0 308 308 R-20: Wall-Frame, Custom, R-20 in Frame Wall, U-value 5108.2 18,687 0 5,152 5,152 0.059 R-60: Roof/Ceiling-Roof Joists Between Roof Deck and 2730.8 2,709 0 2,753 2,753 Ceiling or Foam Encapsulated Roof Joists, Custom, R-60, U-value 0.016 R-22 Batt: Floor-Over open crawl space or garage, 3084.5 8,607 0 416 416 Custom, R_22•Batt, U--value 0.045..__,_.. Subtotals for structure: 55,143 0 30,988 30,988 People: 30 6,000 6,900 12,900 Equipment: 683 8,211 8,894 Lighting: 0 0 0 Ductwork: 33,873 4,252 15,813 20,065 Infiltration:Winter CFM: 378, Summer CFM: 163 25,719 3,341 1,435 4,776 Ventilation: Winter CFM: 305, Summer CFM: 305 20,728 6,236 2,675 8,911 Exhaust: Winter CFM: 305, Summer CFM: 305 Humidification (Winter)24.56 gal/day : 9,009 0 0 0 AED Excursion: 0 0 187 187 Total Building Load Totals: 144,472 20,512 66,209 86,721 f Check Figures 77771 Total Building Supply CFM: 3,263 CFM Per Square ft.: 0.665 Square ft. of Room Area: 4,904 Square ft. Per Ton: 679 Volume(ft'): 51,576 Buildin" Loads Total Heating Required Including Ventilation.Air: 144,472 Btuh 144.472 MBH Total Sensible Gain: 66,209 Btuh 76 % Total Latent Gain: 20,512 Btuh 24 % Total Cooling Required Including Ventilation Air: 86,721 Btuh 7.23 Tons(Based On Sensible+ Latent) Notes Rhvac is an ACCA approved Manual J, D and S 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\Owner\Favorites\Manual J, D, and S\Babkow-Rubin.rh9 Monday, June 21, 2021, 3:41 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Engineering Babkow-Rubin Residence Mattituck NY 11952 Page 9 Tabular Manual D Ductsize Grid i Ducts Room Feeds Flow Diam Wid Hei Vel Zones t! Babkow-Rubii Babkow-Rubin Residence 0 Svstem 2-Kitchen/Dininc I Supply Retum E3 Svstem 4-Master Bedroom/Rec Roorr Supply Return C:\Users\Owner\Favorites\Manual J, D, and S\Babkow-Rubin.rh9 Monday, June 21, 2021, 3:41 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Engineering Babkow-Rubin Residence Mattituck NY 11952 Page 8 Duct Size Preview cont'd Summary Cooling Flow: 757 Svstem 2 Heating Flow: 589 Cooling Flow: 589 Svstem 3 Heatina Flow: 757 Cooling Flow: 757 Svstem 4 Heatina Flow: 1160 Cooling Flow: 1160 CAUsers\Owner\Favorites\Manual J, D, and S\Babkow-Rubin.rh9 Monday, June 21, 2021, 3:41 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc l Condon Enqineerinq Babkow-Rubin Residence Mattituck NY 11952 _ _ _ Pa e 7 Duct Size Preview Room or Source Minimum Maximu Rough Design SPi Du Du Htg Clg Act. Duct Reg Duct Name i _ Velocity Veloci Factor U10q Loss Velocit Lengtl Flow Flow Flow Size Size Svstem 1 Supply Runouts Zone 1 1-Media Room Built-In 600 900 0.01 0.1 0 226_1 243 3--0 Zone 2 2-Living Room Built-In 600 900 0.01 0.1 0 242_ 201 2--0 3-Entry Built-In 600 900 0.01 0.1 0 87_ 56 1--0 11-Powder Room Bath#1 Built-In 600 900 0.01 0.1 0 3_ 0 1--0 Zone 3 9-Guest Bedroom Built-In 600 900 0.01 0.1 0 152_ 182 2--0 10-Guest Bedroom Bathroor Built-In 600 900 0.01 0.1 0 46■ 74 1--0 Other Ducts in System 1 Supply Main Trunk Built-In 700 900 0.0003 0.1 0 757_i 757 0 Svstem 2 Supply Runouts Zone 1 4-Dininq Room Built-In 600 900 0.01 0.1 0 192_1 190 2--0 5-Kitchen Built-In 600 900 0.01 0.1 0 138_I 251 3--0 Zone 2 6-Mud Room Built-In 600 900 0.01 0.1 0 260_, 148 2--0 Other Ducts in System 2 Supply Main Trunk Built-In 700 900 0.0003 0.1 0 589_! 589 0 Svstem 3 Supply Runouts Zone 1 12-Bedroom#1 Built-In 600 900 0.01 0.1 0 277_ 302 3--0 13-Bedroom#1&2 Bathroon Built-In 600 900 0.01 0.1 0 77. 85 1--0 Zone 2 14-Bedroom#2 Built-In 600 900 0.01 0.1 0 241_ 241 3--0 Zone 3 15-Stair Hall Built-In 600 900 0.01 0.1 0 162_I 129 2--0 Other Ducts in System 3 Supply Main Trunk Built-In 700 900 0.0003 0.1 0 757_I 757 0 Svstem 4 Supply Runouts Zone 1 16-Master Bedroom Built-In 600 900 0.01 0.1 0 181_I 280 3--0 Zone 2 17-Master Sittinq Room Built-In 600 900 0.01 0.1 0 166_ 252 3--0 18-Master Bathroom Built-In 600 900 0.01 0.1 0 100_ 58 1--0 19-Master Closet Built-In 600 900 0.01 0.1 0 4_I 8 1--0 Zone 3 7-Wet Bar Built-In 600 900 0.01 0.1 0 109_1 46 1--0 8-Powder Bath Built-In 600 900 0.01 0.1 0 60_ 39 1--0 20-Recreation Room Built-In 600 900 0.01 0.1 0 472_ 426 4--0 21-Recreation Bathroom Built-In 600 900 0.01 0.1 0 68M 50 1--0 Other Ducts in System 4 Supply Main Trunk Built-In 700 900 0.0003 0.1 0 1,16 1,160 0 Summary Svstem 1 Heatino Flow: 757 I C:\Users\Owner\Favorites\Manual J, D, and S\Babkow-Rubin.rh9 Monday, June 21, 2021, 3:41 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Engineering Babkow-Rubin Residence Mattituck.NY 11952 Page 6 Load Preview Report (cont'd) _ Not R Sen Lat Net Sen Hts Sys Act Duc Scope T R Gain Gain Gain Loss 9 Dig Siz CFM CFM CFM 20-Recreation Room 638 7,801 907 8,708 16,878 472 426 426 21-Recreation Bathroom 75 920 88 1,008 2,429 68 50 50 C:\Users\Owner\Favorites\Manual J, D, and S\Babkow-Rubin.rh9 Monday, June 21, 2021, 3:41 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Enqineerinq Babkow-Rubin Residence ttituck,-NY 11952 Page Load Preview Report --__- __-- - - - __J Net tt.a Sen Lat Ne 1j' Sen Ht CIS S's Du Scope Ton, /Ton Area Gain Gain Gain Loss 9 9 Size CFM CFM CFM Buildinq 7.23 679 4,904 66,209 20,512 86,721 144,472 3,263 3,263 3,263 Svstem 1 1.79 735 1,316 15,359 6,116 21,476 34,362 757 757 757 Ventilation 873 2,037 2,910 6,769 Supplv Duct Latent 314 314 Return Duct 0 914 914 1,143 Zone 1-Clq.:32%.Htq.:30% 378 4,647 1,085 5,732 7,897 226 243 243 1-Media Room 378 4,647 1,085 5,732 7,897 226 243 243 Zone 2-Clq.:34%.Htq.:44% 638 4,935 1,137 6,072 11,637 333 258 258 2-Living Room 414 3,855 1,049 4,904 8,466 242 201 201 3-Entry 189 1,074 88 1,162 3,054 87 56 56 11-Powder Room Bath#1 35 5 0 5 117 3 0 0 Zone 3-Clq.:34%.Htq.:26% 301 4,904 630 5,534 6,914 198 256 256 9-Guest Bedroom 234 3,479 588 4,067 5,301 152 182 182 10-Guest Bedroom Bathroom 67 1,425 42 1,467 1,613 46 74 74 Svstem 2 1.37 666 912 11,064 5,349 16,413 24,234 589 589 589 Ventilation 569 1,328 1,897 4,413 Supplv Duct Latent 185 185 Return Duct 0 563 563 713 Humidification 2,262 Zone 1-Clq.:75%,Htq.:56% 714 7,852 2,958 10,810 9,423 329 441 441 4-Dininq Room 426 3,385 1,729 5,114 5,490 192 190 190 5-Kitchen 288 4,467 1,229 5,696 3,933 138 251 251 Zone 2-Clq.:25%.Hto.:44% 198 2,643 316 2,959 7,422 260 148 148 6-Mud Room 198 2,643 316 2,959 7,422 260 148 148 Svstem 3 1.51 546 822 14,518 3,558 18,076 30,483 757 757 757 Ventilation 480 1,119 1,599 3,719 Supplv Duct Latent 278 278 Return Duct 2,723 775 3,498 3,132 Humidification 2,437 i Zone 1 -Clq.:51%.Htq.:47% 445 5,782 678 6,460 9,923 354 387 387 I 12-Bedroom#1 256 4,518 623 5,141 7,757 277 302 302 13-Bedroom#182 Bathroom 189 1,264 55 1,319 2,166 77 85 85 Zone 2-Clq.:32%.Htq.:32% 26 3,608 600 4,208 6,750 241 241 241 14-Bedroom#2 26 3,608 600 4,208 6,750 241 241 241 Zone 3-Clq.: 17%.Hta.:21% 352 1,926 108 2,034 4,522 162 129 129 15-Stair Hall 352 1,926 108 2,034 4,522 162 129 129 Svstem 4 2.56 724 1,855 25,268 5,489 30,757 55,393 1,160 1,160 1,160 Ventilation 752 1,753 2,505 5,827 Supplv Duct Latent 307 307 Return Duct 3,287 916 4,203 3,810 Humidification 4,309 Zone 1-Clq.:24%.Htq.:16% 387 5,116 607 5,723 6,450 181 280 280 16-Master Bedroom 387 5,116 607 5,723 6,450 181 280 280 Zone 2-Clq.:27%,Htq.:23% 611 5,835 704 6,539 9,656 270 319 319 17-MasterSittinq Room 306 4,612 585 5,197 5,930 166 252 252 18-Master Bathroom 185 1,071 119 1,190 3,570 100 58 58 19-Master Closet 120 152 0 152 156 4 8 8 Zone 3-Clq.:48%.Htq.:61% 857 10,279 1,201 11,480 25,340 709 562 562 7-Wet Bar 99 847 120 967 3,888 109 46 46 8-Powder Bath 45 712 86 798 2,146 60 39 39 C:\Users\Owner\Favorites\Manual J, D, and S\Babkow-Rubin.rh9 Monday, June 21, 2021, 3:41 PM h Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Engineering Babkow=Rubin Residence Mattituck NY 11952 Pacie 4 Miscellaneous Report- cont'd Outside Air Data ---System 4--- 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: 68.04 = (1.10 X 0.998 X 62.00 Winter Temp. Difference) Winter Infiltration Specified: 0.370 AC/hr(125 CFM), Construction:Average, Fireplaces: 1,20 CFM,Average Summer Infiltration Specified: 0.190 AC/hr(64 CFM), Construction:Average Duct Load Factor Scenarios for System 1 Attic Duct Duct Surface From No. Type Description Location Ceiling Leakage Insulation Area [T]MDD 1 Supply Main Basement - 0.09 8 673 No 1 Return Main Basement - 0.15 8 374 No Duct Load Factor Scenarios for System 2 Attic Duct Duct Surface From No. Type Description Location Ceiling Leakage Insulation Area_ fTIMDD 1 Supply Main Basement - 0.09 8 414 No 1 Return Main Basement - 0.15 8 230 No Duct Load-Factor-Scenarios for System 3 Attic Duct Duct' Surface From No. Type Description Location Ceiling Leakage Insulation Area [T]MDQ1 Supply Main Attic 16B 0.09 8 569 No 1 Return Main Attic 16B 0.15 8 316 No Duct Load Factor Scenarios for S stem 4 Attic Duct Duct Surface From No. T e Description Location Ceiling Leakage Insulation. Area [T]MDD 1 Supply Main Attic 16B 0.09 8 673 No 1 Return Main Attic 16B 0.15 8 374 No C:\Users\Owner\Favorites\Manual J, D, and S\Babkow-Rubin.rh9 Monday, June 21, 2021, 3:41 PM r � Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Engineering Babkow-Rubin Residence Mattituck NY 11952 Page 3 Miscellaneous Report System 1 Living Room/Media/Guest Bedroom Outdoor Outdoor Outdoor Indoor Indoor Grains Input Data Dry Bulb Wet Bulb Rel.Hum Rel'.Hum Dry Bulb Difference Winter: 10 9 80% n/a 72 n/a Summer: 83 71 56% 50% 75 30.17 [Inyput stem 2 Kitchen/Dining Outdoor Outdoor Outdoor Indoor Indoor Grains Data Dry Bulb Wet Bulb Rel.Hum Rel.Hum 'Dry Bulb Difference Winter: 10 9 80% 30% 72 27.56 Summer: 83 71 56% 50% 75 30.17 System 3 Bedrooms Outdoor Outdoor Outdoor Indoor Indoor Grains In u Data Dry Bulb Wet Bulb Rel.Hum Rel.Hum D Bulb Difference Winter: 10 9 80% 30% 72 27.56 Summer: 83 71 56% 50% 75 30.17 System 4 Master Bedroom/Rec Room Outdoor Outdoor Outdoor Indoor Indoor Grains Input Data Dry, Bulb Wet Bulb Rel.Hum Rel.Hum D Bulb Difference Winter: 10 9 80% 30% 72 27.56 Summer: 83 71 56% 50% 75 30.17 Duct-SizingWuct-Sizing Inputs Main Trunk Runouts Calculate: No No Use Schedule: No No Roughness Factor: 0.00030 0.01000 Pressure Drop: 0.1000 in.wg./100 ft. 0.1000 in.wg./100 ft. Minimum Velocity: 700 ft./min 600 ft./min Maximum Velocity: 900 ft./min 900 ft./min Minimum Height: 0 in. 0 in. Maximum Height: 10 in. 0 in. Outside Air Data Winter Summer Infiltration Specified: 0.440 AC/hr 0.190 AC/hr 378 CFM 163 CFM Infiltration Actual: 0.440 AC/hr 0.190 AC/hr Above Grade Volume: X 51,576 Cu.ft. X 51,576 Cu.ft. 22,683 Cu.ft./hr 9,799 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration: 378 CFM 163 CFM Total Building Ventilation: 305 CFM 305 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: 68.04 = (1.10 X 0.998 X 62.00 Winter Temp. Difference) Winter Infiltration Specified: 0.370 AC/hr(81 CFM), Construction:Average, Fireplaces: 1, 20 CFM,Average Summer Infiltration Specified: 0.190 AC/hr(42 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: 68.04 = (1.10 X 0.998 X 62.00 Winter Temp. Difference) Winter Infiltration Specified: 0.370 AC/hr(56 CFM), Construction:Average, Fireplaces: 1, 0 CFM, Tight Summer Infiltration Specified: 0.190 AC/hr(29 CFM), Construction:Average ---System 3--- 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: 68.04 = (1.10 X 0.998 X 62.00 Winter Temp. Difference) Winter Infiltration Specified: 0.370 AC/hr(56 CFM), Construction:Average, Fireplaces: 1, 20 CFM,Average Summer Infiltration Specified: 0.190 AC/hr(29 CFM), Construction:Average C:\Users\Owner\Favorites\Manual J, D, and S\Babkow-Rubin.rh9 Monday, June 21, 2021, 3:41 PM r� !9 1' r` r I1 } f } f �rt 4 LA 1 .e t U k °4 "Ai Condon Engineering, P.C. New York State Licensed Professional Engineers 1755 Sigsbee Road 631-298-1986 Mattituck,New York 11952 Fax 631-298-2651 www.condonengineering.com May 5, 2022 Mr. Mike Verity Building Department Town of Southold Town Hall P.O. Box 1179 Southold, NY 11971-0959 Re: 360 Private Road 8, East Marion, NY Dear Mr. Verity: As requested, I performed a blower door test for the dwel' at the bove referenced property. The blower door reading for the dwelling is 1,778 CFM (1.52 ACH) hich is less than the required maximum leakage rate of 3,516 CFM5oor 3.0 CH. The ductwork is located withing the envelope of the building and is not required to be tested. As required by the 2020 NYSECCC, I am a RESNET Certified Home Energy Rater and am qualified to provide performance testing of buildings. Please call me if you have any questions or require additional information. Yours truly, Condon, P.E. FOUNDATION(1ST) FOUNDATION(2ND) ROUGH-FRAMING..& PUMMING' INSULATION PER N.Y. RIA I V. ) �.` , STATE ENERGY CODE Mia W.,Wr M es ,oa�, 111TIR =,XiMto j NMI A) L' v - 1 /a •/NEWr • 1 r�� �• `. ROM r � 7 was R TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959 Telephone(631)765-1802 Fax(631)765-9502 https://www.southoldtownny.gov , For Office Use Only to Rece!!e!J S , Lj iJ PERMIT NO. Building Ins or. U-1.1 9 2020 Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an owner's Authorization form(Page 2)shall be completed. LD Date: 111V20 OWNER('S�OFPROPERTY Name:Jonathan Babkow& Maia Rubin Tax Map#:SCTM#1000-23-1-18.1 Physical Address:360 Private Road#8, East Marion, NY Phone#:917 664-1302 jeb333333@yahoo.com Mailing Address: 2112 Broadway#7C, New York, NY 10023 -1-1 7i AI, Name: see below Mailing Address: Phone#: Email: 0, ''-DIESG 01PROVIESS1 INFORIVIATION-P.-I, IJ Name: Nancy Steelman,Samuels and Steelman Architects Mailing Address: 25235 Main Road,Cutchogue, NY 11935 Phone#: 631734-6405 ail: nancy@samuelsandsteelman.com R, IC C ,!NFO P Name: North Fork Woodworks, Inc. Mailing Address: PO Box 1407,Southold, NY 11971 Phone#: 631298-7900 Email:kyle@nfwoodworks.com ---R S OP Ell),:CONSTRUCTIOW"' %New Structure ElAddition LIAlteration DRepair ElDemolition Estimated Cost of Project: F-1Other $__2,000,000 Will the lot be re-graded? DQYes ONO Will excess fill be remove-T-frompremises? ElYes ANo Existing use of property:Single Family Residence Intended use of property: same Date of Purchase:2003 Name of Former Owner: Zone or use district in which premises is situated: R-80 Are there any covenants and restrictions with respect to this property? XYes El No IF YES, PROVIDE A COPY. �) Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(p yiname): Na ySteelman,Architect ❑Authorized Agent ❑Owner Signature of Applicant Date: STATE OF NEW YORK) LAUREN M.MCKISSICK Notary Public,State of New Yolk SS: No.01 MC6342308 ntY COUNTY 0 F SV r—FO l t ) Cornmiss oan Suffolk h ay 23,2026 Nancy Steelman being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Architect,Agent (Contractor,Agent,Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of 20 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I,Jonathan Babkow&Maia Rubin residing at 2112 Broadway#7C, New York, NY 10023 do hereby authorize_Nancy Steelman,Architect to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date _Jonathan Babkow&Mai Rubin Print Owner's Name ,.1� •••i:�i�._ ••iii'•�i'•• ''iii'iirq•o�. '�iii'r5f'': { �. �r n":•.. '- it rY•' i' iii' (Y�-� � =`:- •t= ;1t.• •Z•' I'`�' �•3�`?i� ;!<� - _ _ � �f•1 1r"..¢`- •;�%�1, �.r,,,..4� ��./ s •• '`bT r3^Tnp+r/Flu:rn+,Rx?":vA^c�Ti,L'x":r•D1.a,+u!p�cr,T.Alr;p'r'tta'nnk:+.::c�2van;uagr�4?7P'�S[.rancnbAY?ac�3mvy�ivn av11�S2?^;1r±YS:n�C?3Ty�m,.nno>mq•tm^!rnRcT�,'LLaz9urY''S?::�C>2 \Vk7A•.ronttco��JS •rte `�'I b� � �3,i BOARD OF SOUTHOLD TOWN TRUSTEES ' SOUTHOLD,NEW YORK ��''` PERMIT NO. 9388 DATE: FEBRUARY 13,-2019 o- ISSUED TO: JONATHAN BABKOW & MARIA RUBIN PROPERTY ADDRESS: 360 PRIVATE ROAD#8,EAST MARION \ 1 SCTM# 1000-23-1-18.1 t- AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in � V accordance with the Resolution of the Board of Trustees adopted at the meeting held on February 13,2019,and y- y in consideration of application fee in the sum of$250.00 paid by Jonathan Babkow&Maria Rubin and subject •t°'ti's€ to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the following: •; N'a` R �•i 6i• r' Wetland Permit to demolish existing 2,543sq.ft. dwelling with 1,567sq.ft. of decking; remove existing 2,236sq.ft. of vinyl pool,terrace and retaining walls; remove existing 2,830sq.ft. ,' '' Y concrete driveway and walkway; construct new 2,861sq.ft.two-story dwelling with attached 2- J' y car garage; construct a 352sq.ft. landward terrace and a 675sq.ft.seaward side terrace t• s, attached to dwelling; construct a 620sq.ft.trellis; construct a combined 2,972sq.ft.gunite "' 4 a I swimming pool(20'x401)and pool terrace seaward of dwelling; install pool enclosure fencing around perimeter of property; install a new well and sanitary system,2,255sq.ft.of new gravel driveway and parking area and new 322sq.ft. entry walkway,all to be located landward of �z? Trustee jurisdiction; and to install gutters to leaders to drywells to contain roof runoff,and in d I accordance with Chapter 236 of the Town Code—Stormwater Management;with the condition Y ' to establish and perpetually maintain a 15'wide non-turf buffer landward of fence and that the t_ area seaward of the fence be a non-disturbance zone; tree removal is to be limited; and as 'iia-- depicted on the site plan prepared by Samuels &Steelman Architects, dated February 5,2019, s" and stamped approved on February 13,2019. . IN WITNESS WHEREOF the said Board of Trustees hereby causes its Corporate Seal to be affixed w g and these resents to be subscribed b a majority of the said Board as of the 13°'da of February,2019. P Y j h' Y rY� a �J; i �4 ���� CSG �5_�• -.-' T= _ 1 17 . _ /��F,n+Nr»,oi..r»:ivrra•»rmti..+a:»x✓S,uu.l:na,;y;LGi lhui}lYra.art.;v:;n�nvxital,r,.J;NC.ri»i::uTu7:01vxuliuiu::rus v:.nitYmuibiY.F.ritir,um,iro:.rivl';S1Sumivuw✓hsn._m,:in+ld[vAv4Yro ro'S.iRS;u''$ibw)rSi,Y �• '?'t. `'�JJ; : ' - `i+„ � m�•- �f, _ - +1\� - _j 'x•`1.0 �.*.,s:�-: �=bo�; _ - � • - � t .' v C•' f- ,� • '' <;` \�^,ter Glenn Goldsmith,President ��®F 5®(/�� Town Hall Annex A.Nicholas Krupski,Vice President ��� ®� 54375 Route 25 P.O. Box 1179 Eric Sepenoski i Southold,New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples ® �� Fax(631) 765-6641 D [EC5EGVF- BOARD OF TOWN TRUSTEES SEP 1 2022 TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE TnBUILDING DEPT. # 1948C Date: August��®FSOUTHOLD THIS CERTIFIES that the demolition of existing 2,543sq.ft. dwelling with 1,567sq.ft. of decking_, remove existing2236sq.ft. of vinyl pool,terrace and retaining walls; remove existing 2,830sq.ft.concrete driveway and walkway; construct new 2,861sq.ft.two-story dwelling with attached 2-car garage, construct a 352sq.ft. landward terrace and a 675sq.ft.seaward side terrace attached to dwellings construct a 620sq.ft.trellis,construct a combined 2,972sq.ft. gunite swimming pool(20'x40')and pool terrace seaward of dwelling- install pool enclosure fencing around perimeter of property; install a new well and sanit4U system,2 255sq.ft.of new gravel driveway and parking area and new 322sq.ft. entry walkway, all to be located landward of Trustee jurisdiction; and to install gutters to leaders to dDaells to contain roof runoff,and in accordance with Chapter 236 of the Town Code—Stormwater Management;with the condition to establish and perpetually maintain a 15' wide non-turf buffer landward of fence and that the area seaward of the fence be a non-disturbance zone;tree removal is to be limited, At 360 Private Road#8,East Marion Suffolk County Tax Map 41000-23-1-18.1 Conforms to the application for a Trustees Permit heretofore filed in this office Dated November 15, 2018 pursuant to which Trustees Wetland Permit#9388 Dated February 13,2019,was issued and conforms to all the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the demolition of existing 2,543sq.ft.dwelling with 1,567sq.ft. of decking-,remove existing 2,236sa.ft.of vinyl pool,terrace and retaining walls;remove existing 2 830sq.ft. concrete driveway and walkway, construct new 2,861sq.ft.two-story dwelling with attached 2- car garage;construct a 352sq.ft. landward terrace and a 675sq.ft.seaward side terrace attached to dwelling; construct a 620sq.ft.trellis; construct a combined 2,972sq.ft. gunite swimming pool(20'x40') and pool terrace seaward of dwelling-, install pool enclosure fencing around perimeter of properly; instalI a new well and sanitary ystem 2 255sq.ft. of new gravel driveway_and parking area and new 322sq.ft. entry walkway, all to be located landward of Trustee jurisdiction; and to install gutters to leaders to drywells to contain roof runoff,,and in accordance with Chapter 236 of the Town Code—Stormwater Management;with the condition to establish and peMetuaIly maintain a 15' wide non-turf buffer landward of fence and that the area seaward of the fence be a non-disturbance zone;tree removal is to be limited. The certificate is issued to Jon'athandabkow&Maria Rubin owner of the aforesaid property. Authorized Signature Am F NE"T!YORK STATE DEPARTV T OF ENVIRONMENTAL CONSERVA" \ Facility DEC ID 1-4738-04586 PERMIT Under the Environmental Conservation Law ECL Permittee and Facility Information Permit Issued To: Facility: . JONATHAl\T BABKOW BABKOW PROPERTY 2112 BROADWAY.# 7C 360 PRIVATE RD #81SCTM# 1000-23-1-18;1 NEW YORK,NY 10023 EAST MARION,NY 11939 Facility Application.Contact: SAMUELS &STEELMAN ARCHITECTS 25235 MAIN-RD CUTCHOGUE,NY 11935 (631) 734-6405 - Facility Location: in SOUTHOLD in SUFFOLK COUNTY Facility Principal Reference Point: NYTM-E: 724.579 ' NYTM M 4557.282 Latitude: 41'08'08.8" Longitude: 72'10'27.5" Project Location: 360 Private Road#8,East Marion, SCTM# 1000-23-118.1 Authorised Activity:The.portion of the project and property landward of the northern 10-foot elevation contour line;as shown on the survey prepared by Nathan Taft Corwin III on 6/21/17,is beyond 'the jurisdiction of Article 25 Tidal Wetlands. - Remove specified trees,plants, fencing,utility pole, overhead wires,portion of the existing pool patio and pool and construct a portion of the new stone terrace below the above referenced 10-foot elevation contour,as shown on the plans prepared by Samuels& Steelman on November 15, 2018, and stamped approved on 3/4/2019.. This permit modification supersedes the original permit issued on May 8,2018 and previous modification issued on July 19,2018. Permit Authorizations Tidal Wetlands -Under Article 25 Permit ID 1-4738-04586/00001 New Permit Effective Date: 5/8/2018 -Expiration Date: 5/7/2023 Modification# 1 Effective Date: 7/19/2018 Expiration Date: 5/7/2-023 Modification##2 Effective Date: 3/4/2019 Expiration Date: 5/7/2023 Page 1 of 6 AM NEW YORK STATE DEFARTY 'T OF ENVIRONMENTAL CONSERVA'T l' � Facility DEC 1D 1-4738-04586 NYSDEC Approval By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all,applicable regulations, and all conditions included as part of this permit. Permit Administrator:JOHN A WIEL ,Deputy R . on Permit A strator . Address: NYSDEC Re ' zi 1"Head ers SFN lull @ Sto,�'�$rook15 ircle Rd Ston B o QTY 1179 -3409 Authorized Signature: f DatelQl/ 6Lf /.201 9 Distribution List SAMUELS &STEELMAN ARCHITECTS Marine Habitat Protection Environmental Permits Permit Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS,APPLY.TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NATURAL RESOURCE PERMITCONDITIONS Apply to the Eollowmi g Permits: TIDAL WETLANDS 1. Conformance With Plans All activities authorized by this permit must be in strict conformance with the approved-plans submitted by the applicant or applicant's agent as part of the permit application. Such-approved plans were prepared by Samuels & Steelman on November 15,2018, and stamped approved on 3/4/2019. . 2. Notice of Commencement 'At least 48 hours prior to commencement of the project, the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project,the bottom portion of the form must also be signed_and returned, along with photographs of the completed work. 3. Post Permit Sign The permit sign enclosed with this permit shall be posted in a conspicuous location on the worksite and adequately protected from the weather. Page 2 of 6 NEM YORK STATE DEPARTS' _T OF ENVIRONMENTAL CONSERVA" Ni Facility DEC ID I-4738-04586 %- 4. Tree Cutting Window All tree clearing must take place between November 1 si and March 31 st to avoid disturbance to roosting northern long-eared bats. All other activities on the property.may take place at any time. 5. Storage of Equipment, Materials The storage of construction equipment and materials shall be confined within the project work area and/or upland areas greater than 75 linear feet from the tidal wetland boundary. 6. Install,Maintain Erosion Controls .Necessaryerosion control measures,i.e., straw bales, silt fencing, etc., are to be placed on the.downslope edge of any disturbed area. This sediment barrier is to be put in place before any disturbance of the ground occurs and is to be maintained in good arid functional condition until thick vegetative cover is established'. 7. Contain Exposed,Stockpiled Soils All disturbed areas where soil will be temporarily exposed or stockpiled for longer than 48 hours shall be contained by a continuous line of staked haybales./silt curtains(or other NYSDEC approved devices)placed on the seaward*side between the fill and the, wetland or:protected buffer.area. Tarps are authorized.to supplement these approved methods.. 8. No Equipment below Apparent High Water Equipment operation below(seaward) apparent high water is strictly prohibited. 9. Clean Fill Only All-fill shall consist of clean sand, gravel,or soil(not asphalt, slag, flyash,broken ..concrete or demolition debris). 14. Concrete Leachate During:construction,no wet.or fresh concrete or.leachate.shall be allowed.to " .- escape into any wetlands or waters of New York State,nor shall washings from:ready-mixed concrete trucks,mixers,or other devices be allowed to enter any wetland or waters.:Only watertight or. waterproof forms shall-be used. Wet concrete shall not be poured to displace water.within the forms. 11. Seeding Disturbed Areas All areas of soil-disturbance:resulting from the approved-proj ect shall be= stabilized with appropriate vegetation(grasses, etc.) immediately following project completion or prior to permit expiration,whichever comes first. If the project site remains inactive for more than 48"hours or planting is impractical due to the season,then the area shall be stabilized with straw or hay mulch or jute matting until weather conditions favor germination. 12. No Disturbance to Vegetated Tidal Wetlands There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activities. 13. No Construction Debris in Wetland or Adjacent Area Any debris or excess material from construction of this project shall be completely removed from the adjacent area(upland) and removed to an approved upland area for disposal. No debris is permitted in wetlands.and/or protected buffer:areas. .. .. Page 3 of 6 `t NEW YORK STATE.DEPART' T OF ENVIRONMENTAL CONSERVA- � Facility DEC ID 1-4738-04586 4-f ` 14. State May Order Removal or Alteration of Work If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare.of the people of the State, or cause loss or destruction of the natural resources of the State, the owner may be ordered by the Department to remove or alter the structural work, obstructions, or hazards.caused thereby without expense to the State, and if,upon the expiration or revocation of this permit,the structure, fill, excavation, or other modification of,the watercourse hereby authorized shall not be completed,.the owners, shall,without expense,to the State,and to such-extent and in.such time,and manner.as.the.Department of Environmental Conservation may require,remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. 15. State May Require Site Restoration If upon the expiration or revocation of this permit,the project hereby authorized has not been completed,.the.applicant shall,without expense to the-State,-and to such extent and in.such time and-manner as the Department-of Environmental Conservation -may lawfully require,remove all or any portion of the uncompleted structure or fill and restore the site to its 'former condition..No claim shall be made against the State of New York on account of any such. removal or alteration. 16. Precautions AgainstContamination of Waters All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels, solvents, lubricants, epoxy coatings,paints, concrete, leachate.or any other environmentally deleterious materials associated with the project. 17. State Not Liable.for Damage The State of New York shall in no-case.be:liable for any damage or injury to the structure or work herein-authorized which may be caused by or result-from future operations undertaken by the State for the conservation or improvement of navigation, or for.other purposes, and.no claim or right to compensation shall-accrue from any such damage. GENERAL CONDITIONS Apply to ALL Authorized Permits: 1. Facility Inspection.by The Department The permitted site or facility,including relevant records, is subject to inspection at reasonable hours and intervals by an authorized represeptatiye of the Department ..of EnvironmentalConservation(the Department),to determine whether the permittee is complying with .this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71- 0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection -to the permit area when requested by the Department. A copy of this permit, including all referenced maps;drawings and special conditions,must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. Page 4 of 6 t ob/ NEW YORK STA'T'E DEPARTS." TOE ENVIRONMENTAL CONSERVA- 'i � Facility DEC ID 1-4738-04586 2. Relationship of this Permit to Other Department Orders and Determinations;Lnlgss expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. 3. Applications For Permit Renewals,Modifications or Transfers The permittee must submit a separate written application to the Department for permit renewal,modification or transfer of this permit. Such applicationimust include any forms or supplemental information the Department requires. Any renewal,modification or transfer granted by the Department must be in writing. Submission of .applications.for permit renewal, modification or transfer are to be submitted to: Regional Permit Administrator NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony.Brook,NY!1790-3409 4. Submission of Renewal Application The permittee must submit a renewal application at least 30 days before permit expiration for the following permit authorizations: Tidal Wetlands. 5. Permit Modifications, Suspensions and Revocations by the Department The Department reserves the right to exercise all available authority to modify, suspend or revoke this permit. The :grounds for modification,suspension or revocation include:. a: materally__ alse or inaccurate statements.in the permit application or.supporting papers; . b. -failure by the permittee to comply with any terms or conditions of the permit; c. exceeding the.scope of the project as described.in the permi .application; d. newly-discovered material information ora material change in environmental conditions,relevant technology.or applicable law or regulations since the issuance of the.existing permit; e. noncompliance with previously issued permit conditions, orders of the commissioner,any. provisions of the Environmental Conservation.Law or regulations of the Department related to the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute,regulation or another permit condition. Applications for permit transfer should be submitted.prior to actual transfer of ownership. Page 5of6 `i .—NEWYORK STATE DEPARTM OF ENVIRONMENTAL CONSERVAT 'NOW' Facility DEC ID 1-4738-04586 NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS. Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee, excepting state or federal agencies, expressly agrees to indemnify and hold harmless.the Department,of Environmental.Conservation of the State of New York, its representatives, employees, and agents (i'DEC") for all claims, suits, actions; and damages,to the extent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with,or operation and maintenance of, the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the.permit. This indemnification does not extend to any claims, suits, actions, or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims,suits,or actions naming the DEC and.arising under Article.78 of the New York Civil_Practice Laws and.Rules or anycitizen suit or civil rights provision . under federal or state laws.. Item Bc Permittee's Contractors to Comply with Permit The permittee is'responsible for informing its independent contractors, employees,agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons.shall be subject to.the same . sanctions for violations of the Environmental Conservation Law as those prescribed for thepermittee: -Item'C: Permittee.Responsible for Obtaining Other Required Permits The permittee-is.responsible for.obtaining.any.other pernmits,.approvals, lands,easements andrights=of- way that may be'.required"to.carry-out.the activities that are authorized,by'tliis permit. . . Item D: No Right to Trespass or Interfere with Riparian Rights Thi'Vermit does-_not convey to the permittee any right to trespass upon the lands or interfere with the. riparian rights of others in order to.perform the permitted work nor does it authorize the impairment of any rights; title,or interest in real or personal property held or vested in-a person not a party to the permit. Page 6 of 6 oS ,��o G BUILDING DEPARTMENT-Electrical Inspector C* y` TOWN OF SOUTHOLD _ ! Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (631) 765-1802-FAX(631) 765-9502 Temporary Certificate # P(A Date q__15 2021 Customer Name M au f n Electrician Name- I(f (th pia�i n um Cao Oedri. Address 'j(X W jv&k 1J.'dg Ep*I 006) NY Phone 631 765 _ gL12 e-mail 333333 93I e-mail Phone `;;` : _ �a License# E— �d� Size_ 2Djb A Phase 1 Overhead Undergroun #of Meters . Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification isvali �from �daAabove. Authorized by D f f�� AUG 2 0 2021 LDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD B S C Jown Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 O � OI'�-OF SO�?T Teelele phone (631) 765-1802 - FAX (631) 765-9502 1 roger.richert(&-town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: kov Date: 9-20^.21 Company Name: — RC-C l V - Name: License No.: m - 3 YD R email: a 81 v"eu s{ 1 G400. a141 Address: 3 – Phone No.: JOB SITE INFORMATION: (All information Required) Name: fU81-V Address: 3Q R l vgrCf P-0 P 7- MIgaivo Cross Street: Phone No.: &3(- (y y Bldg.Permit#: email: JAII'luft-ec,SI eo-t Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: PYE / NO Vued Final Do you need a Temp Certificate?: NO Temp Information' (All information required) Service Size 1 p 3 Ph Size: 'KOO A # Meters Meter# New Service - Fire connect- Flood Re_ onnect- Service Reconnected - ndergroun Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: rormAs MENT DUE WITH APPLICATION Request for InspeY��6 C) �� G HILDING DEPARTMENT-,Electricae I Inspector g11FFQ1� AUG'1 ?'.� 2021 P , �., TOWN OF SOUTHOLD ' n Hall Annex- 54375 Main'Road - PO Box 1179 . � L� rs.�FT Southold;-'New York'111971-0959 o • O 'VN O�S01TTTe_�3. Telephone (631) 765-1802 FAX (631) 765-9502 1, roper.richert(cD-town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION, . REQUESTED BY: Date: �g= v=�( Company Name: Name: License No.: email: A ing Lm eci s{.2 Avo_ ci Address: 3 - �- kDvvc� 57 �s Phone No. � -- - JOB SITE. INFORMATION: (All Information Required)' Name: pup, Address: 360R l�iA7'L% Cross Street: Phone Np.: Bldg.Permit#: yS � 2 email: )a MVf,easi I y Block: 1 Tax Map District: 1000 � - Section: . Lot: BRIEF DESCRIPTION.OF WORK (Please Print Clearly) , :, 3,�bb s c�van e ri Circle All That Apply: Is job ready for inspection?. YE / NO Rough Final Do you need a.Temp Certificate?: . YE' NO ued Ort Temp Information- (All information required) - - -•- Meter#.. Serwce Size 1 p 3 Ph Size: A #Meters -L:g- New S ervice - Fire connect- Flood Re nnect- Service Reconnected - roun Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional lnformatiorn: PAYMENT DUE WITH APPLICATION Request for Inspection FormAs �� PERMIT# ddrerss: Switches Outlets G F I's 11 Surface 11 2� Sconces H H s i UC Lts `'t Fans Fridge HW • Exhaust � ( � Oven W/D I Smokes I DW 1 Mini , J�e Carbon Micro I Gener for Combo , Cooktop Transfer AC AH Hood ervice �( 3 1 I lps ve Used Special: Comments. '! /lQ' 4� �d "' VAI w of os : e �� � + �O�L C.A,-Q- FfQ1 BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD G Town Hall Annex - 54375 Main Road - PO Box 1179 ® �� o • Southold, New York 11971-0959 Ci 1O� Telephone (631) 765-1802 - FAX (631) 765-9502 roger.richerKD-town.southold.ny.us l� APPLICATION FOR ELECTRICAL INSPECTION EQUESTED BY: J4- IT14- Date: , Company Name: —,1,�, rl , WT f IUC. Name: kr t Tfi License No.: email: 0164,91VA7 2 V4 bw Address: 13.10 /�E-,�•a.� ` d� go"r4oc Phone No.: 631 - rX S_ JOB SITE INFORMATION: (All Information Required) Name: N T#AJ &ev61(m& -P tl4t4 tZVY1-U Address: 3Cop �Ic`q-�i' ,20/f6 � �20d'V Cross Street: d„iV Ave Phone No.: &3 A r5 -q 900 -C(c�L - 1)P'iLl BIdg.Permit email: f4 f vAlf4ve,4fvo-(cvi Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) 48r- V1 Ce 8r- V1Ce i r� Piz cAI Mom 17#.,U Circle All That Apply: s Is job ready for inspection?” YES O Rough In Final Do you need a Temp Certificate?: ES / NO Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: A # Meters Old Meter# New Service - Fire Reconnect- Flood Reconnect- Service Reconnected - Underground -Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Request for Inspection FormAs ��� Town Hall Annex ` ' Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 ; P.O.Box 1179 Southold, NY 11971-0959 - BUILDING-DEPARTMENT NOTICE:AF._UTILIZ_ ATION-.OF.TRUSS..TYPE':C.O.NSTR-U.CTtON JPREwENGINEERE CIi' ,WOOD:CONSTRUCTION:AN ..TIMBEWC.ONS.TRUCTION:m- Dates,:._ -__---. _ •� I Owner.:.-.J6Y�- th��h..... 2 .� ,_ _ Ia _UI�I1� ......... . . F Location of n Pro ert ::...?z. 2 p Y —( � Please take notice that the (check applicable line): f 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 utilize (check applicable line): F Truss type.construction (TT) ,X Pre-engineered'wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line),: Floor framing, including girders and beams (F) Roof framing (R) X Floof and roof framing (FR) Signature :. _._ .. )J_ zej_/............... Name (per 'on submiting this form):_- -. G_ _....._..._... _.cue a h...- Capacity(check applicable line): Owner + Owner representative TrussReg15.docx Effective 1/1/2015 • REFLECTIVE WHITE REFLECTIVE RED:. PANTONE#187 . t S A 1 s' � � s t j S y I. } � t t `H 4 ! TROKE., The construction type designation shall be &AIV"or acV» to indicate the construction c)assificat%on of the structure underOES1`0 -.4 A. . . section 602 of the BCNYS C+C)MPONEli++i'T'S THAT'ARE Of TRU" TYP. QN.STAWCTO0N ccF!! FLOOR FRAMING, INCLUDING ti I•. GIRDERS AND BEAMS ccs!! ROOF FRAM N•G U I IN 6ccFR7_FLOOR A"Q, ROOF FRAMING STANDARDS AND CODES , f PRIVATE WELL COVENANTS DECLARATION-OF COVENANTS AND RESTRICTIONS THIS.DECLARATION'made by MAIA RUBIN AND JONATHAN BABKOW,this 16" day of July, 2020, residing at 2112 Broadway,.Apt. 7C,New York,New York 10023, hereinafter referred to as the DECLARANT,as the owner of PREMISES described in Schedule "A"annexed hereto,(hereinafter referred to as the PREMISES) desires to restrict the use and enjoyment of said PREMISES and has for such purposes determined to impose on said PREMISES covenants and restrictions and does hereby declare that said PREMISES shall be held and shall be conveyed subject to the following covenants and restrictions: 1. The DECLARANT has made application to the Suffolk County Department.of Health Services(hereinafter referred to as the DEPARTMENT) for a permit to construct, and/or approval of plans for a single family residence, a subdivision or development or other construction project on the PREMISES; and The PREMISES are to be served by an individual on-site private well and the test wells. sampled for the PREMISES,indicated a groundwater supply that had contamination in excess of the minimum drinking water standards and/or guidelines of the State of New York and has previously, contained excess of the following: Chlorides; and A complete list of current analysisresults is attached as'Schedule"C"and the County of Suffolk Department of Health Services has agreed to issue a permit only if there be a record covenant that the necessary water conditioning equipment be installed so as to meet the minimum drinking water standards and/or guideline of the State of New York. The DEPARTMENT recommends periodic comprehensive water analysis of the outside private well in order to monitor drinking water quality, and DECLARANT agrees to install necessary water conditioning equipment to meet the minimumdrinking water standards and/or guidelines of the State of New York. 2. The DECLARANT appeared before the Board of Review requesting a variance from the Private Water Standards and the Residential Construction Standards of the Suffolk County Sanitary Code to wit: • The applicant proposes to utilize a shallow private well to serve a single-family dwelling that does not conform to standards in-that the well has less than 10 feet of water above the top of the well screen. and the Board of Review of the.County of Suffolk Department of Health Services granted a variance by letter dated August 26, 2019, attached hereto as Schedule"D",and.made a part hereof, provided a covenant is filed,the DECLARANT,,its successors,Heirs or assigns, agrees: a.) The DECLARANT,their heirs or successors and assigns forever, agrees that no structure including,but not limited to,residence and commercial buildings upon the above PREMISES, will be occupied prior to the installation of the necessary water conditioning equipment to treat chlorides so that the water,when conditioned,meets the said minimum quality standards for drinking water of the State of New York and evidence of the same is furnished to the Suffolk County Department of Health Services for their written approval. r b.) The use of the onsite private well is prohibited for automatic irrigation purposes. C.) DECLARANT, its successors,heirs or assigns,further agrees to hold harmless,indemnify and defend the County of Suffolk, its employees, officers,_or agents harmless from any claim for damages or injuries that may arise out of the installation or use of the subsurface sewage disposal system. 3. The DECLARANT, its successors and/or assigns shall set forth these covenants, agreements and declarations in any and all leases to occupants,.tenants and/or lessees of the above described PREMISES and shall,by their terms, subject same to the covenants and restrictions contained herein. Failure of the DECLARANT, its successors and/or assigns to so condition the leases shall not invalidate their automatic subjugation to the covenants and restrictions. 4. All of the covenants and restrictions contained herein shall be construed to be in addition to and not in derogation or limitation upon any provisions of local, state, and federal laws, ordinances, and/or regulationsin effect at the time of execution of this agreement, or at the time such laws,ordinances, and/or regulations may thereafter-be revised, amended,or promulgated. 5. This document is made subject to the provisions of all laws required by law or by their provisions to be incorporated herein and they are deemed to be.'incorporated herein and made a part hereof, as though fully set forth. 6. The aforementioned Restrictive Covenants shall be enforceable by the County of Suffolk, State.of New York, by injunctive relief or by any other remedy in equity or at law. The failure of said agencies or departments of the County of Suffolk, the DEPARTMENT or the County of Suffolk,to enforce the same shall not be.deemed to affect the validity of this covenant nor to impose any.liability whatsoever upon the County of Suffolk or any officer or employee thereof. 7. These covenants and.restrictions shall run with the land and shall be,binding.upon the DECLARANT, it successors and assigns,and upon all.persons or entities claiming under them,and may be terminated,revoked or amended only with the written consent of the DEPARTMENT. 8. 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. 10. Local Law#32-1980 -The DECLARANT represents and warrants thathe has not offered or given any gratuity to any official, employee, or agent of Suffolk County,New York State, or of any political party, with the purpose or intent of securing favorable treatment with respect to the performance of an agreement, and that such person has read and is familiar with the provisions of Local Law#32-1980. Annexed hereto and made a part hereof as Schedule "B", is the consent of the holder of a mortgage,lien or judgment, of the PREMISES. F . "/,Mw is Rubin Jonathan Babkow STATE OF NEW YORK, COUNTY OF (�P,ti� t'ItS�( k : ss: On the 2Pday of January,in the year 2020,before me,the undersigned, a Notary Public in and for said State,personally appeared MAIA RUBIN AND JONATHAN BABKOW, personally known to me or proved to me on:the basis of satisfactory evidence to the individual whose name is subscribed to the within instrument and acknowledged to me that they executed the same in their capacity and that by.their signatures on.the instrument,the.individuals, or the person upon behalf of which the,individuals acted,executed the instrument. Notary Public jA(,pj�jA.Sh�ei l Et 6#6MP4 re%&rNDBoardoJReviewBab'kow2019 SAMANTHA SHANEIL ELLIOTT CHARLEY Notary Public-State of New York -_,_..,....,_..._._.:_.._.w-„�.__�._. ,._,..:.,._,..,..._.,_...__............. ..._-..._.._..v.w._............._„ N0.61E108966_t Qualified in New York County My Commission Expires Apr 1,2023 SCHEDULE "A" DESCRIPTION OF PROPERTY' H.D.REF.NO: RI 6-'18-.0036; SCTM#:.1000-023.00-01.00-018.001 ALL that:certain.-plot, piece or parcel of land, situate, lying and being in the Town of Soutliold, County of Suffolk and State of New York,,bounded and described,as follows,: BEGINNING at a point on the Northerly side of Main Road(S.R. 25)where same is intersected by land now or formerly of Fried with the Northerly side of Main Road; RUNNING THENCE Westerly along said Northerly side of Main Road on a curve to the left, having a-radius of 28-98.00 feet, a distance of 62.30 feet; THENCE along a 30 foot wide right of way the following two (2) courses: 1.--North-64--degrees 28-minutes-West"161:99"feet; -- - 2. North 15 degrees 30,minutes 00 seconds West 211.74 feet; THENCE North 75 degrees 30 minutes 00 seconds West 29.96 feet to land now or formerly of Mendillo;. THENCE along land now or formerly of Mendillo North 18 degrees 33 minutes 50.seconds East 231.62 feet more or Iess to the Southwesterly side of-Dam Pond; THENCE along the Southwesterly side of Dam Pond; on a tie line bearing South 61 degrees 3.1 minutes 00 seconds East_103.39 feet to the Westerly side of land now or formerly of Fried; THENCE.along land now or formerly of Fried, South 15 degrees 30.minutes 00 seconds East 451.08 feet to the Northerly side of Main Road(S.R. 25) and the point.or place of BEGINNING. DECLARATION.OF COVENANTS THIS DECLARATION made-this y-of January,2020-by MAIA RUBIN AND JONATHAN BABKOW,residing at 2112 Broadway, Apt. 7C,New York, New.York 1002,3,hereafter referred to as `DECLARANT": W 1-TW E..S_S-ET-H: WHEREAS, DECLARANT is the owner of a certain real property located at 360 Private Road#8,East Marion,Town,of.Southold, County of.Suffolk,State.of New York 11939,described in the Suffolk County Tax Map as District 1000, Section 023.00;Block 01.00,Lot 018.001, which is more particularly bounded and described as set forth in "Schedule A"annexed hereto,hereafter referred to as the Property; WHEREAS,the Property is situate on lands within the jurisdiction of the Board of Trustees of the Town of Southold(hereinafter the "Trustees")pursuant to Chapter 27s of the Town Code of the Town of Southold or its successor,and various activities conducted upon the property may thug be subject to the regulation and approval of the Trustees prior to being conducted; WHEREAS,DECLARANT has made application.to the Trustees for a permit pursuant to the Wetlands Law of the Town of Southold to undertake certain regulated activities; and WHEREAS,as a condition of the granting of a Wetlands Permit to undertake such regulated activities, the Trustees have required that DECLARANT record evidence of the Wetlands Permit issued by the Trustees and the"non-turf buffer"condition of the Permit,whereby the Trustees required that the DECLARANT establish and perpetually maintain a 15' wide.non-turf buffer landward of fence and that the area seaward of the . fence be a non-disturbance zone;tree removal is to be limited to and as depicted on the site plan prepared by Samuels& Steelman Architects,dated February 5,2019 and stamped approved on February 13,2019 (the"Plan"),attached as"Schedule W%and the Trustees' Permit dated February 13,2019,attached hereto as "Schedule C" WHEREAS the DECTARdNT has considered the foregoin and has determined that the same will.die in the best interest of the DECLARANT.and su seuuen.t ownem of thePropert: and 'NOW,THEREFORE,THE DECLARANT does hereby covenant and agree as follows: 1) Upon the substantial completion of the aforementioned permitted activities there shall be established and subsequently maintained a"Non Turf Buffer" as defined by Chapter-275 of the Town Code within the"Non Disturbance Zone",as shown on the Plan. 2) These covenants shall run with the land and shall be binding on the DECLARANT,their heirs,assigns,purchasers,or-successors in interest and may only be modified after a public hearing and upon resolution of the Trustees. 3) These covenants shall constitute a notice covenant and deed restriction restricting the Property as aforesaid. IN WITNESS WHEREOF,the owner has executed this instrument this �' day of January,2020, aIa Rubirr Jona an Babkow STATE OF NEW YORK, COUNTY OF "IUY K : ss: On the 214'day ofUGi( ,in the year"efore me,the undersigned,a Notary Public in and for said Statd,personally appeared Maia Dubin and Jonathan Babkow,personally known to me or proved to me on the basis of satisfactory evidence that they executed the same in their capacity and that by their signatures on the instrument, the individuals, or the persons or entities.upon.behalf of which the individuals. acted,executed the instrument, Notary Public re1c&rTrus1eesBabkoi.v2019 ESAMANTHAEIL ELLIOTt'CHARLEY-'State of Nevi YorkCLb38960i New York County Expires Apr 1,2023 Z t SCHEDULE A ALL that certain plot,piece or parcel of land, situate, lying and being in the Town of Southold, County of Suffolk and State of New York, bounded and described as follows; BEGINNING at a point on the Northerly side of Main Road (S.R.25)where same is intersected by land now or formerly of Fried with the Northerly side of Main Road; RUNNING THENCE Westerly along said Northerly side of Main Road on a curve to the left, having a radius of 2898.00 feet, a distance of 62.30 feet; THENCE along a 30 foot wide right of way the following two (2) courses: 1. North 61 degrees 28 minutes West 161.99 feet; 2. North 15 degrees 30 minutes 00 seconds West 211.74 feet; THENCE.North-75.degrees-30-minutes 00-seconds-West 29-.96 feet to land now or formerly of MendilIo; ' THENCE along land now or formerly of Mendillo North 18 degrees 33 minutes 50 seconds East 231.62 feet more or less to the Southwesterly side of Dam Pond; THENCE along the Southwesterly side of Dam Pond, on a tie line bearing South 61 degrees 31 minutes 00 seconds East 103.39 feet to the Westerly side of land now or formerly of Fried; THENCE along land now or formerly of Fried, South 15 degrees 30 minutes 00 seconds East 451.05 feet to the Northerly side of Main Road(S.R. 25)and the point or place of BEGINNING. 5laEET+tSF+-� APPR�YED Y. �•'••• AAM PO1V,f3 �T� � -�-� �OARaorm TQ111t O1�SObi sOTI t 7t06;�.p1,�1tA CAFRk t3 � PILOG6RTL• 06tD+N1b • �py��� h0'rlh lO6ATlpli OF tCc?t POOr. /IOWIG98 Ba.ltb/ka NY 1/� , eNGt•OXtiH H 19 �C: bN7tfR: Jolrr{���mr.Ran N@'r�i.TJ81i7N G76ttr+9�RY.,R t 'y v: �::' .� �y. -� snre.u+Fw 7f.E6s'Sbrorb7gotwes u kVffZtAUas -4700,pr.-tAOewts. } a rr TOklt/!N Rio lam y,3� 1 1 SYjNfiYOA: NdAae7sltCgnwlo7ll ••w �^^ .• uj 1Se6NaiaMd7t dmanpp�R(t,,NowYaekfl�t Lir NCEHtElB0�6! • ♦ I A?4TRp'Jipt624.2Dt7 I ` atv�elbNsn�v.aet�tie+lcBa _,, ,..�~ \ mNa.4risgnaTur3 I "`U LOCATION MAP � o `yy' ,� , 83 _ .,,,,•• d'^ 'l '�.�, + - O'T4i.'"'1:•air M ,x .,tom. �'�•.�.. •aw� ' �si,i °!�. •,.}x S :NN 5 ' tTos OVERALL PLAN �" ,"'`aft• `�..�_ '�91 E17'E r. I�LAN tFRp A11bN1lY/nY ��. S A M U E L S & S T E E L M A N November 9, 2020 Building Department Town of Southold P.O Box 1179 Southold, NY 11971 Re: Babkow-Rubin Residence 360 Private Road #8 East Marion, NY We would like to apply for a Southold Town Building Permit for the proposed Babkow- Rubin Residence. This project includes the construction of a new Single Family Residence with attached Garage. A Demolition Permit was issue September 16, 2020 (permit#45213) for the removal of the existing residence. The Demolition Application included the following: Owner's Authorization, and approvals from the Southold Town Trustees and NYS DEC. Attached documentation includes the following: 1. Building Permit Application 2. Application for Certificate of Occupancy 3. (4) sets of Construction Documents 4. REScheck 5. Utilization of Pre-engineered wood form 6. Suffolk County Department of Health Approval Separate Building Permit applications will be submitted for the Construction of a New Swimming Pool and Tennis Court. Please review the attached information and get back to me with any questions. If application is complete, please prepare a Building Permit, and contact my office with a total fee for same. A lman Samuels and Steelman Architects ARCHITECTS 25235 MAIN ROAD CUTCHOGUE,NEW YORK 11935 (631)734-6405 FAX(631)734-6407 EL 7' S A M U E L S & bbl S T E E L M A N Jurve-5,1022 Building Department Town of Southold Pfd Boy Ma Southold, NY 11971-0959 RE: BABKOW/RUBIN - Residence Private Road 48, East Marlon, -NY SCTM# 1000-23-1-18.1 Building Permit#45482 Enclosed, please fixnd the following amended Construction Documents, as ren+.jested by John Jarski during the final inspection for the aboved referenced project: 1. Revised Basement Plan with showing new perimitter walls new Storage Closet. 2. Revised Second Floor Plan with new enlarged Stair Hall. Blease get hack to me if there any questions or concerns. Sincerely, Samu sand teelman Architects cy eeiman, R.A. Enclos res ARCHITECTS 25235 MAIN ROAD CUTCHOGUE,NEW YORK 11935 (631)734-6405 FAX(631)734-6407 D EC EE VE S A M U E L S0--& MAY 1 2 2022 DO ING DEPT S T E E L M A N TOWN o SOUTHOLD May 10, 2022 Building Department Town of Southold PO Box 1179 Southold, NY 11971-0959 RE: BABKOW/RUBIN - Residence 360 Private Rom , East Marion, NY SCTM# 1000-23-1-18.1 Building Permit#45482 We are requesting an EXTENSION to the BUILDING PERMIT dated Novermber 23, 2020 for the above referenced project. The current Permit will be expiring on May 5, 2022. The project is currently finalizing construction and will be completed early Summer 2022. Sincerely, Sam Is and St Iman Architects ancy elman, R.A. Enclos res ARCHITECTS 25235 MAIN ROAD CUTCHOGUE,NEW YORK 11935 (631)734-6405 FAX(631)734-6407 25235 Main Road, Cutchogue NY 11935 Samuels & Steelman (631) 734 6405 Architects Fax (631) 734 6407 ]LIN R TRAMEWTA To: BUILDING DEPARTMENT Fnm: Nancy Sleelman Addnass: TOM OF SOtl[FlO D Dao SepL%2022 P.O. Box 1179 Cm SouffwW NY 11971 Re. Babkow-lhibinRice ( _uest X Lir P-00 ew E L DonTnent S Ple Rem Description: 1. Two Revised Basement Floor Plans Please note the Floor Plan has been updated to show that the Basement is finished as requested. Nancy Steelman G I TE REVISIONS: J 2/512019 NON TURF BUFFER NON DISTURBANCE ZONE ENLARGF-ME-NT EXISLIREESTORE AIN SHEET #Sim-2 .�"I�rt DAM POND SCTM # 1000-23-01-18.1 , j $ =�� ^ � • / �00, � •tom° \ PROPERTY: 360 Private Road #8 ey °� � ssT-% ►r0°a�nH° NOTE: LOGTION OF NEW POOL ADDRESS East Marion, NY 11939 44;o f K ENCLOSURE FENCE 15 BOUNDARY OWNER: John Babkow & Maia Rubin BETWEEN NON D15TURBANGE 2112 Broadway 7c NON TURF BUFFER New York NY 10023 N/O/F AL 6'1. r SITE AREA: 77,883 SF or 1.788 acres Uj IV Michael Mendillo & n/ 1 �3 p p0,, 2 sty fr dw Iling Barbara MendilloPsy 3g WETLANDS: 347 SQ. FT. = 0.008 ACRES 1000-23--1-3.2 � o� ON TURF BUFFS O DWELLING WITH WELL M � 15 T DE ZONING: R-80 �0 °0QK PROPOSED: 4,951 SF ORFS-=• ON DISTURBANCE ZONE STRUCTURES . Uj existing LOT: 6.36% Uj hbor,n � O�J� COVERAGE FLOOD ZONE: "X" A �'\ co 20� °N� w ��� SURVEYOR: Nathan Taft Corwin III Ulm! \ J o� ° 1586 Main Road N/0/F 0, MICHAEL Jamesport, New York 11947 MICHAEL MEA�DILLO b, c o �' LICENSE #50467 & BARBARA MF'ND1LL0 0'' \. �° `t' �° DATED JUNE 21, 2017 CIO ^ �a a� N °� ELEVATIONS ARE REFERENCED AlIkAdbL EXISTIN6 POOL \ . �� ° z6 ��� TO N.A.V.D. 1988 DATUMaj existing TO BE REMOVED (j1 O e h nolghboring s�,tem E U I N/0/F L - O _ -N \ �O J Paul Z Fried x Judith Fried 1000-23-1-4 - DWFLLING WITH WEIL / { p: POLE "' I a E lam A wN ?0' o'� EE 2 sty fr dwelling L 0"' C Am I Nz' M O sF yo EX . VAT'°-ON INSPECTION PED EXIST.SANITARY eACK Ex,, N PEQtt; , N / ABAN oTNEOD ;'J _ -�--}—i - LP Ft `' `+NtTttPY;YSTEt.°" Long Island Sound E3`,Hn �-ALTH 4EPARrt,/,r"T Q O Q RESfDENG r. ODig, sne ghboringUj 6 ltAry L SEPTIC SYSTEMn� / .0 s� h — Dam AdhAft R7 h Q NE►H' j _ ;" :. O Pon 30' WIDE t� > PARKIN& d Q`a RIGHT OF f �' 2 ti COURT - SITEUj WAY *1110 °UND G�,P tv him L _ 47 t �. G`t1'' it J = �FdI► 7Z4 75- 7S � sA43� � EXIST.HOUSE 4 DECK O f 0 TO se REMOVEV existing 2 •96 w Z PAUL Z.FRIED neighboring sanitary & JUDITH FRIL system W ugh� GFgC�N FFFT ON UNK SCE .,.�� _ I Garci i r3ers G Of O .�"..'_ Bay, 2 sty fr dwelling PGOC F�SNO \Z x W;1s= rf.l:�.'JJ:;-.,; .;' i C"' ° Ba 3q i, taw, thl . 1-11E ,L,ifi "EP 1C�a �� 06 Z. GA N/STANZONI UNC W/THIN ��C15'�1N v�,� r� t'Z.2f°I k s Y.l?r" CV L, 0', t;:� K,'.nl. .."!+,t :;�}R & URA STANZONI RAD/USG� Pow �' N Q• M 10b0-23-1-15W1 J Y DWE INC WITH WELL \ �U,t29aA2 mr r+ / (i n' i i 1 Z/J.�l ., �,' Imo- U�'�' LLI z LL �`'.z �• °o FOR RE51 TIDAL aN" O v DRry�WAY ' 3 PRb� W• N U n CONC. ";�: y ISTIN6 WE"LNL TO 9E EZBA m ._ �. ....., ..., 't', Abandonment to n s donment of cxisti> sanit«ry system must be in Q H. � 'a 0'�W E ABANDONED \ __-.,.w_ _..._...,...,,,_ ,_..w,... . - .. -_. .__ comforina ice witli�i^}p3ilmUnt requirement S omit IGH existing .... ...,....,a ,. ccmpietCd form�'It1wtvi- `�,`D \ / noIghborin " J , , S proof. to to WA well g APPROVED Ir'd A�CCCgt!)M-4CC ��� E;l? � --- -- \ °N� pa0SESB Fi I'f diii ^n.ir tit 1 t-I D,r,i7D cs FR _... ...,._ \ t4 W existing o gg g \ -_ we(Ihbormq y �i w'L' ATTAC4.1,:D SPECIAL CONDITION \ o ? Gf;t<r)ItW!; 'IND/0P PLOT PLAN � a \ CIiP1N uN fO�CE, �tT Ate^ SAV c` �` h� K 6 IT • �\, N / ,,,�n� zC, n f'ROJE NO: \ 1705 DRAWN BY: NS CHECKED BY: NS `Pe sN ► DATE: CONCFMON� 2s+k;°� y NOVEMBER 15, 2018 �cF °yams SCALE;. _ a °M�"°° ��� 1 = 30 - 0 11 ��"�i�� e�Uc�°HF oR Nm� I EOVNoo'N•ec J�B PpFtON `W SHEET TITLE: OVERALL WAR �i SITE PLAN ON SHEET NO: �oGE°F P 0 V RA` L L I ,P- L A N SCALE: 1" = 30'-0" , DEC SUBMISSION r� SCDHS SUBMISSION SCDHS Ref. # R10-18-0036 TOWN TRUSTEES SUBMISSION REVISIONS: 2/5/2019 W RESIDENCE FF EL 14.5 FT NON TURF BUFFER Q GRADE LINE ELEVATION 13.1 FT. NON DISTURBANCE ZONE NOTE: LOCATION OF NEN POOL w EXIST. TREES TO REMAIN Q GRADE LINE ELEVATION ±13.2 FT. N I' N. 2' MAX. ENCLOSURE FENCE 15 E3OUNDAR4*r � BETWEEN NON D I STURE3ANC I/4"/FT. I/8"/FT TOP OF POOL 9.4 FT. EXis NON TURF BUFFER SEPTIC LEACHING DAM POND w°o Dock IE. TANK POOL IE. +CIA, IE. +9.15' BOT OF POOL 3.4 FT. N/0/F IE. +C1.65' IE. +q.0-1' GARY STANZONI GROUND WATER 0.4 FT. C�Nc ,111, & LAURA STANZONI 3' MIN 3. EXISTING TREE *44 ,I,, S o ON D 15TURBANCF- ZONA < �- 6,. � SEPTIC PROFILE 1 I FXr °or OTIC i1Ji� (N.T.s.) 2 sty fr dwelling EXISTING UTILITY POLE TO B REMOVE u \ ,� , ti Mp 15 FT W I DE TEST HOLE y, XISTIN6 OVERHEAD WIRES TO BE REMOVE'9� \ wgTFR� �a XISTIN6 TREE NO SCALE -��4 BY MARK McDONALD GEOSCIENCE Rk. �� , XISTIN6 FENCE TO BE REMOVED \ `< SOUTHOLD, NEW YORK 11971 TEST HOLE DATA 9 / 18 / 17 ELEV. + 12.1 existing ;: ~ \` w rsr ,I% EW POOL ENCLOSURE FENCE neighboring well - - ul > _ _><;,> " l ps \ 1.0 FT. DARK BROWN LOAM OL EXISTING OVERHEAD WIRE "o � YPL:ANTI TO BE REMOVED N non-turd EXISTING FENCE TO B '' �'� J - �� �T 11.7 FT BROWN SILTY SAND SM m N/0/F REMOVED >\\\6s �q<< Michael Mendillo & — Barbara Mendillo EXISTING TREE / ` ' \�� WATER IN NE"TEPPIN �'` ! EXIST TREES \ BROWN SILTY SAND SM 1000-23-1-3.2 STONE \ \\ PLANTINGS. 27.0 FT DWELLING WITH WELL REGRADING AS SHOW _ WALKWAY non-turf-//,\ 9 i G�2.�DING `� , . \ N BROWN gyp FINE TOATER ICOARSE SAND SW �>. NEW POOL FEND j ) ®1st AS 5Ho�N� 4 C.? 33 FT. / tree \\ 0. O ��5 COMMENTS: WATER ENCOUNTERED z / \ i 91 �o ��J 11.7' BELOW SURFACE, ELEV 0.4' O EXISTING POOL / \ / rn GRADING J� �P TO BE REMOVED 10- / / \ AS SHOWN ��� 0 7 / \ 1 XISTIN6 TREE \ �h0 BOJ - - 12 � - 1 ' ... fi2:�b 12 existing iLU neighboring / / 1+ I6 XISTIN6 O RHEAD sanitary 1 - - - j \ '� REMOVED 2 II I f I PROPOSED WIRES TO ERE O system Q �40-L - — 1 \\ �� POOL BACK \ II I rF �` \ W WASH DRYWEL - - X \ W 00 FENCE y\ NEW POO 8x4 12.6+ EQUIFN�iENT � � �-_ �;J�-;�_ 7 219 -- 2 sty fr dwelling LOCATION OF EXISTIN ANITARY 12.6+ �� - _ XIST. UTILITY N/O/F 12.9'+ '. ` .`:`. POLE TO REMA N Paul Z Fried SYSTEM TO BE ABANDONED - 6ATE I EXP REMOYI'=D AS gU I RED in LP \ Judith Fried LEAN 1000-23-1-4 EXISTINGh.:�J TO BE REMOVE 1� OUT 13 `<v , , ,, ,. . , ' y �;- DWELLING WITH WELL ST - _,- +13.2 o!S Z OLP EXIST G DRIVEWAY ;FIRST"1=IN FLR �r``�` 1O' existing 39.1 +12. y" In O neighboring N Q TO OEREMOVED - 3 �- �� ,� � I k ' ' T,E1-E1/ I�F:5!; sanitary �• o POSED NEW UNDER6ROU 4' / , B I N x GARAGE 51: LF \ 13 system J y e DRY LLS FOR STORMWATER o / x I _ w -�• W Z 3 RUNOFF FROM DRIVEWAY TOTAL 6Ro55 E � W \ I / r �A A'5,504 S O _ Z " . � ' -t1V'B T, ATE a EXIST ELECT. METER c� / +12.6 36 - j; W• N °= M 30 W `e j4 / •� I OPOSED NEW SEPTIC SYSTEM F RIGHT OF 2 I PARKIPI�s I- .i 3,1 ry �� o FOR A 4 BEDROOM RESIDENCE VV Q F- v a WAY �2_ COMT - -� +12.6 18 113 12 RECREATION ROOM LTANAU A STANZONI 1 X /� I /- - - - - - - - B - 1500 6AL SEPTIC TANK (ST) to 0- A rsrrN / _ I x - CLEANOUT 1 ROAD1 -3.3 # 3= / \� ! '�i,R _ - (3) D' DIA x 6' HIGH LEACHING POOL (LP) N '30,00" H H�LEAGH NG POOLOCATION ORE�8' DIA x 6' existing W � � �� cr � 1 I �I.�. mi/ ZONE "X" � � �, �BILOO neighboring o — _ _ BASEMENT DOOR sanitary 10- -- o I I min system O \ I o / 4 �,� I i TEST HOLE EL + 12.1 �C OF N r�1 POSED NEW UNDERGROUND 4�' �.`rF o��- �` DRYWELLS FOR STORMWATER F / o �, RUNOFF FROM BUILDING STRUCTURES �+ �E'�OMrN FFFr /� // ENTRY 2 sty fr dwelling G p00RgD/US o i S FOND 0 SqN/ a -- / — — — — / ,�Nrus \ 1 N� '� '�°` ' ��o r,,, 1 J, �XXg'f -10 � C,pURT RAS/US �' S`,hr,'e / PROJE T NO: N/O/F 4s jti ,. / / GARY STANZONI ;`h / 1705 & LAURA STANZONIDRAWN 1000-23-1 -15 . po�E / UT DWELLING WITH WELL UTA _jL 254112 \ v�# � \ — ___- -� \ \ CHECKED BY: 9, ` NS W 1�leOPOSED WELL DATE: 0` WIDE FOR RESI EN IAL WATER NOVEMBER 15, 8 R T OF \ \ SCALE: W Y XISTIN6 WELL TO BE 10 exist 1" = 20' - 0 o neighboring ABANDONED \ 1 II SHEET TITLE: \ 9 ENLARGED / SITE PLAN SEE SHEET SP-1 FOR REMAINING PORTION OF 51TE / SHEET NO: existing neighboring L LG D N1eg 9L\ DEC SUBMISSION SCALE: 1 " = 20'-0" SCDHS SUBMISSION SCDHS Ref. # R10-18-0036 TOWN TRUSTEES SUBMISSION SURVEY OF: PROPERTY LOCATED AT ORIENT TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C.T.M. # 1008-23-01-18.1 AREA = 77,883 SF. = 1.788 ACRES SCALE: 1"=50' NOTE: THE EXISTENCE OF RIGHT OF WAYS. WETLANDS AND/OR EASEMENTS OF RECORD IF ANY, NOT SHOWN ARE NOT GUARANTEED. ELEVATIONS REFER TO 1988 NAVD S 603 ,,.--�- ,�3 7100 391 F o n OLC ov b N m fV 22.0 3.8ai m m N 13.4 N 54.0 22.0 m 17.3 CONCRETE FOUNCATION TOP OF m m FOUNCATION v N EL :4.6' 36.0 m \ m 18.0 N 7,5.30, 29,g6po"W \ to Q � I .O o o O�: Y� _ R L S/t'� -- N 0` � O l u4ry �p LANV Lo e. FRAME \ � GARAGE =1 O T� 6Jo� \\ ,67 '06. 9 , 62 0A.� 2 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. SURVEYED B Y COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS INKED OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. PAUL B A R Y L S K I LAND SURVEYING GUARANTEES OR CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED.AND ON HIS BEHALF TO PATCH 0 G U E N Y 11 2 THE TITLE COMPANY.GOVERNMENTAL AGENCY AND LENDING INSTITUTION 631-294-6985 LISTED HEREON.AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. PHONE 6 31—2 9 4—6 9 8 5 GUARANTEES OR CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL FAX 631-627-3166 INSTITUTIONS OR SUBSEQUENT OWNERS. PAULBARYLSKI®YAHOO.COM NOVEMBER 2, 2020) 4385-FND 1-1-11-2021: FOUNDATION LOCATION DAM POND SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES SITE DATA APPROVAL OF CONSTRUCTED WORKS FOR SCTM0 10004341-19.1 A SINGLE FAMILY RESIDENCE PROPERTY: 360 Pd-to Road lM ADDRESS East M.don,NY 11939 Dale_-_-]n112022HS Ref No 1110-18.0036 OWNER: John B.hknw6M.i.R.W. - - --_— 2112 B.bk—& N.w York,NY 10023 Y 3'dr• ]OJJ]Q'!• T,-ie sewage di5p09a1 and water Supply IdGlitre9 at ln�s loon nave OreSUE AREA: 77.11113 SF w 1.71111— n 'Ja• Inspected and,or certified by this Department or other agencies and found WETLANDS: U?SO.FT.•0.000 ACRES U O —�` to be satisfactory FOR MAXIMUM OF_._6___BEDROOMS ZONING: R40 Z } STRUCTURES 11'991 SF W _ DO I��• LOT: 6.36% Q Z CRAIG KNEPPER PE.CHIEF CovERAGE Ofhce of Wastewater Management FLOODZONE:"R" N SURVEYOR: N.th.n T.R C—In 19 W 15K Mal,Ro,d N LICENSo#US York 119{1 LL LICENSE 95066] •er•uru—•^^�^ DATED JUNE 21,2017 Z ELEVATIONS ARE REFERENCED TO NAV.D.1999 DATUM �W ' LL D21 LOCATION MAP o CO a Q � "• n �ka .. m w I / / 8 / / yy 1: t PROJECT NO: 1705 NS NS L DECEMBER 1,2020 SCALE: 1'•30'-0' 811EET TITLE: OVERALL SITE PLAN ,.�"" g0 PO s«EETNO: � Pl�AS-BUILT SITE PLAN SP-1 SCALE:1"•30'4' SCDHS Ref. # R10-18-0036 REScheck Software Version 4.7.0 . Compliance Certificate Project BABKOW-RUBIN RESIDENCE Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 5,169 ft2 Glazing Area 23% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 360 Private Road#8 John&Maia Babkow;Rubin Nancy Steelman East Marion, NY 11939 2112 Broadway 7c. Samuels and Steelman Architects New York, NY 10023 25235 Main Road Cutchogue, NY 11935 631 734 6405 nancy@samuelsandsteelman.com Compliance: Passes using UAtrade-off Compliance: 20.4%Better Than Code Maximum UA: 1132 Your UA: 901 .. Maximum SHGC: 0.40 Your SHGC: 0.31 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Cont.Gross Area Cavity Perimeter Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 2,246 22.0 7.0 0.032 72 Floor 2:Slab-On-Grade:Unheated 206 7.5 0.783 161 Insulation depth: 2.0' Floor 3:All-Wood Joistlrruss:Over Unconditioned Space 505 22.0 7.0 0.032 16 Ceiling 1: Cathedral Ceiling 2,048 60.0 7.0 0.016 33 Ceiling 2: Cathedral Ceiling 669 60.0 7.0 0.016 it Ceiling 3: Flat Ceiling or Scissor Truss 207 60.0 7.0 0.020 4 Ceiling 4: Flat Ceiling or Scissor Truss 7 60.0 7.0 0.020 0 Ceiling 5: Flat Ceiling or Scissor Truss 17 60.0 7.0 0.020 0 Ceiling 6: Flat Ceiling or Scissor Truss 17 60.0 7.0 0.020 0 Ceiling 7: Flat Ceiling or Scissor Truss 7 60.0 7.0 0.020 0 Ceiling 8: Flat Ceiling or Scissor Truss 7 60.0 7.0 0.020 0 Ceiling 9: Flat Ceiling or Scissor Truss 67 60.0 7.0 0.020 1 Ceiling 10: Flat Ceiling or Scissor Truss 14 60.0 . 7.0 0.020 0 Wall 1 garage south elev first fir:Wood Frame, 16" D.C. 125 20.0 7.0 0.040 5 Wall 2 south elev first fir:Wood Frame, 16" D.C. 152 20.0 7.0 0.040 4 Project Title: BABKOW-RUBIN RESIDENCE Report date: 06/17/20 Data filename: C:\Users\ural5\Desktop\Office March 202G\Babkow\Energy Calculation.rck Pagel of 5 Gross Area Cavity Cont. Perimeter Window 1:Wood Frame:Double Pane with Low-E 12 0.300 4 SHGC: 0.33 Window 2:Wood Frame:Double Pane with Low-E 20 0.300 6 SHGC: 0.33 Window 3:Wood Frame:Double Pane with Low-E 12 0.300 4 SHGC: 0.33 Wall 3 south elev first fir:Wood Frame, 16" o.c. . 596 20.0 7.0 0.040 17 Window 4:Wood Frame:Double Pane with Low-E 16 0.300 5 SHGC: 0.33 Window 4 copy 1:Wood Frame:Double Pane with Low-E 16 0.300 5 SHGC:0.33 Window 4 copy 1:Wood Frame:Double Pane with Low-E 16 0.300 5 SHGC:0.33 Window 7:Wood Frame:Double Pane with Low-E 17 0.300 5 SHGC:0.33 Window 7 copy 1:Wood Frame:Double Pane with Low-E 17 0.300 5 SHGC:0.33 Window 9:Wood Frame:Double Pane with Low-E 16 0.300 5 SHGC: 0.33 Window 9 copy 1:Wood Frame:Double Pane with Low-E 16 0.300 5 SHGC: 0.33 Window 11:Wood Frame:Double Pane with Low-E 25 - 0.300 8 SHGC:0.33 Window 12:Wood Frame:Double Pane with Low-E 4 0.300 1 SHGC:0.33 Window 12 copy 1:Wood Frame:Double Pane with Low-E 4 0.300 1 SHGC: 0.33 Window 14:Wood Frame:Double Pane with Low-E 7 0.300 2 SHGC: 0.33 Door 1: Solid 28 0.370 10 Wall 4 garage south eiev second fir:Wood Frame, 16"o.c. 293' 20.0 7.0 0.040 9 Window 15:Wood Frame:Double Pane with Low-E 17 0.300 5 SHGC:0.33 Window 15 copy 1:Wood Frame:Double Pane with Low-E 17 0.300 5 SHGC: 0.33 Window 17:Wood Frame:Double Pane with Low-E 21 0.300 6 SHGC:0.33 Window 18:Wood Frame:Double Pane with Low-E 6 0.300 2 SHGC: 0.33 Wall 5 south eiev second fir:Wood Frame, 16"o.c. 586 20.0 7.0 0.040 17 Window 19:Wood Frame:Double Pane with Low-E 11 0.300 3 SHGC: 0.33 Window 19 copy 1:Wood Frame:Double Pane with Low-E 11 0.300 3 SHGC: 0.33 Window 21:Wood Frame:Double Pane with Low-E 20 0.300 6 SHGC: 0.33 Window 22:Wood Frame:Double Pane with Low-E 6 0.300 2 SHGC:0.33 Window 23:Wood Frame:Double Pane with Low-E 11 0.300 3 SHGC: 0.33 Window 23 copy 1:Wood Frame:Double Pane with Low-E 11 0.300 3 SHGC:0.33 Window 25:Wood Frame:Double Pane with Low-E 20 0.300 6 SHGC:0.33 Window 26:Wood Frame:Double Pane with Low-E 13 0.300 4 SHGC: 0.33 Project Title: BABKOW-RUBIN RESIDENCE Report date: 06/17/20 Data filename: C:\Users\ural5\Desktop\Office March 2020\Babkow\Energy Calculation.rck Page 2 of 5 Gross Area Cavity Cont. Perimeter Window 27:Wood Frame:Double Pane with Low-E 11 0.300 3- SHGC:0.33 Window 27 copy 1:Wood Frame:Double Pane with Low-E 11' 0.300 3 SHGC:0.33 Window 29:Wood Frame:Double Pane with Low-E 20 0.300 6 SHGC: 0.33 Window 30:Wood_ Frame:Double Pane with Low-E 6 0.300 2 SHGC: 0.33 Wall 6 north elev first flr:Wood Frame, 16" o.c. 594 20.0 7.0 0.040 12 Window 31:'Wood Frame:Double Pane with Low-E 15' 0:300 5 SHGC:0.33 Window 31 copy 1:Wood Frame:Double Pane with Low-E 15 0.300 5 SHGC:0.33 Window 33:Wood Frame:Double Pane with Low-E 25 0.300 8 SHGC:0.33 Door 2: Glass 125 0.300 38 SHGC:0.27 Door 2 copy 1:Glass 125 0.300 38 SHGC:0.27 Wall 7 garage north elev first fir:Wood Frame, 16"o.c. .162 20.0 . 7.0 0.040 5 Window 34 copy 1:Wood Frame:Double Pane with Low-E 11 0.300 3 SHGC:0.33 Window 34:Wood Frame:Double Pane with Low-E 11 0.300 3 SHGC: 0.33 Door 5: Glass 19 0.300 6 SHGC:0.27 Wall 8 north elev first fir:Wood Frame, 16"o.c. •121 20.0 7.0 0.040 3 - Door -Door 4: Glass 43 0.300 13 SHGC: 0,27 Wall 9 north elev second fir:Wood Frame, 16"o.c.. 578 20.0 7.0 0.040 17 Window 36:Wood Frame:Double Pane with Low-E 11 0.300 3 SHGC:0.33 Window 36 copy 1:Wood Frame:Double Pane with Low-E 11 0.300 3 SHGC: 0.33 . 'Window•38:Wood Frame:Double Pane-with Low-E. .20 0.300 6 SHGC:0.33 . Window 39:Wood Frame:Double Pane with.Low-E . 5 0.300 2 SHGC:0.33 Window 40:Wood Frame:Double Pane with Low-E 11 0.300 3 SHGC: 0.33 Window 40 copy 1:Wood Frame:Double Pane with Low-E 11 0.300 3 SHGC:0.33 Window 42:Wood Frame:Double Pane with Low-E 20 0.300 6 SHGC: 0.33 Window 43:Wood Frame:Double Pane with Low-E 5' 0.300 2 SHGC:0.33 Window 44:Wood Frame:Double Pane with Low-E 11 0.300 3 SHGC: 0.33 Window 44 copy 1:.Wood Frame:Double Pane with Low:E 11 0.300 3 SHGC:0.33 Window 46:Wood Frame:Double Pane with Low-E 20 0.300 6 SHGC:0.33 •Window 47:Wood Framebouble Pane with Low-E 6 0.300 2 SHGC: 0.33 Wall 10 north elev garage second fir:Wood Frame, 16"o.c. 298 20.0 7.0 0.040 9 Project Title: BABKOW-RUBIN RESIDENCE Report date: 06/17/20 Data filename: C:\Users\ural5\Desktop\Office March 2020\Babkow\Energy Calculation.rck Page 3 of 5 t Gross Area Cavity Cont. Perimeter Window 48:Wood Frame:Double Pane with Low-E 5 0.300 2 SHGC:0.33 Window 49:Wood Frame:Double Pane with Low-E 17. 0.300 5 SHGC:0.33 Window 49 copy 1:Wood Frame:Double Pane with Low-E 17 0.300 5 SHGC: 0.33 Window 51:Wood Frame:Double Pane with Low-E 21 0.300 6 SHGC: 0.33 Window 52:Wood Frame:Double Pane with Low-E 6 0.300 2 SHGC:0.33 Wall 11 east elev first fir:Wood Frame, 16"o.c. 482 20.0 7.0 0.040 17 Window 53:Wood Frame:Double Pane with Low-E 17 0.300 5 SHGC: 0.33 Window 53 copy 1:Wood Frame:Double Pane with Low-E 17 0.300 5 SHGC:0.33 Window 53 copy 2:Wood Frame:Double Pane with Low-E 17 0.300 5 SHGC:0.33 Window 53 copy 3:Wood Frame:Double Pane with Low-E 17 0.300 5 SHGC: 0.33 Wall 12 east elev second fir:Wood Frame, 16"o.c. 401 20.0 7.0 0.040 14 Window 57:Wood Frame:Double Pane with Low-E 5 0.300 2 SHGC:0:33 Window 57 copy 1:Wood Frame:Double Pane with Low-E 5 0.300 2 SHGC: 0.33 Window 57 copy 2:Wood Frame:Double Pane with Low-E 5 0.300 2 SHGC:0.33, Window 57 copy 3:Wood Frame;Double Pane with Low-E 5 0.300 2 . SHGC: 0.33 Window 57 copy 4:Wood Frame:Double Pane with Low-E 5 0.300 2 SHGC:0.33 Window 57 copy 5:Wood Frame:Double Pane with Low-E 5 0.300 2 SHGC:0:33 Window 63:Wood Frame:Double Pane with Low-E 12 0.300 4 SHGC: 0.33 Wall 13 west elev first fir:Wood Frame, 16"o.c. 30 20.0 ' 7.0 0.040 1 Wall 14 west elev first fir:Wood Frame, 16"o.c. • 235 20.0 7.0 0.040 7 Window 64:Wood Frame:Double Pane with Low-E 16 0.300 5 SHGC:0.33 Window 64 copy 1:Wood Frame:Double Pane with Low-E 16 0.300 5 SHGC:0.33 . Window 64 copy 2:Wood Frame:Double Pane with Low-E 16 0.300 5 SHGC:0.33 Wall 15 west elev second flr:Wood Frame, 16"o.c. : 393 20.0 7.0 0.040 12 Window 67:Wood.Frame:Double Pane with•Low-E 11 0.300 3 SHGC:0.33. Window 67 copy 1:Wood Frame:Double Pane with Low-E 11 0.300 3 SHGC: 0.33 Window 69:Wood Frame:Double Pane with Low-E 20 0.300 6 SHGC:0.33 Window 70:Wood Frame:Double Pane with Low-E 6 0.300 2 SHGC: 0.33 Door 6: Glass 44. 0.300 13 SHGC: 0.27 Wall 16 east elev garage first fir:Wood Frame, 16"o.c. 148 20.0 7.0 0.040 6 Wall 17 east elev garage second fir:Wood Frame, 16" o.c. .249 20.0 7.0 0.040 7 Project Title:.BABKOW-RUBIN RESIDENCE Report date: 06/17/20 Data filename: C:\Users\ura15\Desktop\Offi'ce March 2020\Babkow\Energy Calculation.rck Page 4 of 5 Gross Area Cavity Cont. Assembly Perimeter Window 71:Wood Frame:Double Pane with Low-E 10 0.300 3 SHGC: 0.33 Window 71 copy 1:Wood Frame:Double Pane with Low-E 10 0.300 3 SHGC:0.33 Door 7: Glass 44 0.300 13 SHGC:0.27 Wall 18 west elev garage first fir:Wood Frame, 16" o.c. .270 20.0 7.0 0.040 11 Wall 19 west elev garage second fir:Wood Frame, 16"o.c. •270 20.0 7.0 0.040 9 Window 73:Wood Frame:Double Pane with.Low-E 17 0.300 5 SHGC:0.33 Window 73 copy 1:Wood Frame:Double Pane with Low-E 17 0.300 5 SHGC: 0.33 Compliance Statement: The proposed building design described here is consistent,with the-building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 4.7.0 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: BABKOW-RUBIN RESIDENCE Report date: 06/17/20 Data filename: C:\Users\ura15\Desktop\Office March 2020\Babkow\Energy•Calculation.rck Page 5 of 5 REVISIONS: m b/b/22 - AS BUILT AMENDMENT APr t..^�VED AS DOTED DATE: B.P.# 22 FEE. BY:-b" 541-0" NOTIFY Bl`'!I_�ING DEPARTMENT AT 0 765-1602 8 AM TO 4 PM FOR THE 20 11 '-8" " � n I I II 811 I II II � FLLOIAING INSPECTIONS: 1, 41 3-4 6 3-9 5:2-01 OFOUt L ATION - TWO REQUIRED FOR POURED CONCRETE 20'-4" 12'-0" 51-0" 4'-0" 101-0" 41-011 2. ROUGH - FRAMING & PLUMBING 3. INSULATION UJ 4. FINAL - CONSTRUCTION MUST _ _ "' BE COMPLETE FOR C.O. —— —•rtr._•. .., '. .>. —,•— — — — — {ya_1ti,a:; ,',u u. t rB 1 — — ———————— —— ALL CONSTRUCTION SHALL M ET THE O —=.- — — — — �';•�,--— =.-- ---- - � —, — — r y.—.—r�:iy.: :t...E I � :�': ,}., .�• �. -� / , :* :": :r.:: \ THE CO F NEW I I I L — — m —— —— — — —— —— —— ——— / : r a \ h h YORK STATE. NOT RESPONSIB '� / • /� / / / / \ E FOR DESIGNOR - I —— —— — — — ( / CONSTRUCTION ERRORS. DEC e Lu w I DOOR AT DOORIF� R.G� AT I I -- - - N / / \/\/\/ /\/\ I .. .... •':: .. �" `• - '..ril 117,777. y. ..� . :.. :,..vim'. .Ir:r, `,• :>~> •:a •v• :..i:: •:•// _15 um! SLAB REINOURED GONG. i ( ( g #4/#4 WWM W/TILE F.F. 5 /\/ / 4" THK. POURED GONG. \ \ / ' ---- - - - -- - - - - - - - -- -- - - - - -- - - -- - - -- - -------- -- ---- -- -- ---- '-- •._ �.. SLAB REINF. w/6x6, I ( \\ \\ y ..t. ,�..•.. 4• '•E I i t. .a w t a `r;fL' .ai',. -•.¢�-• .:ti :•t• •b'>. '.a:• ,c7..�-••r•- � t a.i.' �t. .Y. •n v Y.; N^. =4F.:- ••r. �.4 <'l;�'•` .a. :a. .a-v 2 •.At +i•. Y:r.. ^.Z. .,,.r.,�. .'Y. .a{ -t.. •Y••: ;."y a•i s =S.�:Y rf v.,�r.: u}•'::: iC.[ � .rb:• — p e� #4/#4 MM W/TILE F.F. ..d / x�'•.a :{-rx:;:.,'. ..,. - x.a _ ,,..,,.,. ':•:a•- .� µ}a:a::-,,,,:.•�. :t::. ;.,....�_�..., �#, t.y. .'"• ,.. } .� _ :K.a.w • s: '. y . 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REBAR, a I Lu GONTINUOU5 REBAR I l I I max: 2" DOVER SLAB TOP OF WALL /LIQUID APPLIED I I DAMPPROOFING W/12"x24" ~ B - I - - - - _ - I L I x I - - i - - J - r— — I r 4" O.D. 5TL PIPE GOL I I I POURED GONG. FOOTING SET ;• -I— - - - -I - " - -� 1 I I ON 3 X5 XI8 PG FTG w/3-#5 REBAR EA WAY I I ON UNDI5TURBED 501L w/(5)#5 4 Q SET 4" OFF BOT. I I CONTINUOUS REBAR_14 W � I I I %. L- - - - - - - - -- - - - - -- --- - - -- - --- -� {''-" -%4 �.r r ��: .• tiY.,'i+a => 1Y„ .r,� F_,�7 �,M:, S: ' y I 1 ^S <4-10"x24"IPOURED GONG. iy 4" THK. P GONG. TON UNDISTURBED r,. - I {' I SLAB REINF. bxb, FOOTING 5E - - - - - - - - - - - - - - - - - - --__- -- is,. I I N N I 501L w/(5)#5 CONTINUOUS #4/#4 WWM I ILE F.F. I +� Zz m n� I I = REBAR I I Y I 5-11 7/8' LVL W/2- 4"X II" 5TL PL IX D D I I i% METAL AREAWAY II ARAGE OR RO VERIFY GARA6E DR RO O' ' I �° `fl p 1— � � 1- I ° AT BASEMENT WINDOW O VERIFY G I •.; I m = " I I ': I I ABOV>FROM 0 S 5 4SPRAY FOT I INSULA 0 s I I I x $1/2" M.R 6YP ARD I 111 22'-O" 17'- 0 AT ALL PERI WALLS p `3 I POSTFROM — i POST FROM ' I i 4'-8" d) O to Q• M C - I r t r I x I I 5-11 •1/8" LVL i 'Y L -- -- J g. o O.D. 5TL PIPE -I a COLUMN - TYPICAL I I ?x ° METAL AREAWAY I 3 I I L. -J J I I ,r:t3:f:i;"�t: +tr W -J• W Z 3ILI u AT BASEMENT WINDOW r I I T' I — — `< W v U it N ( I lug I EQUAL EQUAL �... ITCH SLAB 5 I I I I I rH I TO DRAIN 111• a N = r lu II 7/8" TJI/560 FLO R JSTS T 16" OG I F- U I I O IST F I M4 _ 2X6 BEARING WALL ,z J I - -I - _ — _c STOi� G -0 __ I I SUB PANEL —r �- I I 9 - ' f I II 7/8" TJI/560 FLOORIJST5 AT I6' OG I �z 4 I I w I I I CL05ET I \ ` - 1 L- - - - - ---- - -- - -- --- -- - - -- -- - -- - OF NEW Z I ,: —I ► �P �'o :• It '. . � `sa. �•:r•_:.... > :..+q; :( "n.i '. .•:tr-•"+ k�; G' "'�`' t:. t..> '• . +,=.. �..r• :' '.•.�.�r:Q•.7.�j. :�• v,,':p:S: . .n�' _:•...3 ..7,. - �; •:k�aa r•t- •!�' ;a, :ie:- :r.y. :r' „R.,. 'tat....4`',.. c i+.Sq' Y•. rte• t..nr "..t��+::kri i:�.;:; ..�e'•E�=". .'�F± ?` I —� •:.. I �� ~� - -- - - ----- - -- -- - - ---- -- -- - - - - - - i MGt� 1�,IGL ROO " 7E:R AGF- A50\/ /\\/\\/\ I I I -- - - - - T / 4 THK. POURED GONG. �. r / Q 5 /\\//\\X SLAB REINF. w/bxb, :a' .,-: \ \\\\ � I #4/#4 NIM P ROJ E�rT NO: boflerl i I/ 1705 L---- ---- I — - - � / / I I / . k3 r——— DRAWN BY: � — / / ---- - - - - - ---- - - - = NS ,` .•�' •w• ''.y•'. •:,'•: ",:r• •i:•• � :fijt`�:�:.x•..,;y •:: Ti: y;��y, .ti.i': -'yy:.'.,4'�n.jta.`.,°' ar f^" S• -- —— —— —— — — —— - - -- --- - - � I `° a I / \/\ \ I — - - - -, _ CHECKED BY: NS DATE: m I I L __ _ _ —_ _ _ /\/\/\ \/\/ `. I gBA �„tEN�W`NDo , JUNE 15, 202C SCALE: NTS i.� —— _ _—1 I SHEET TITLE: .:. - - -- - -- - BASEMENT FOUNDATION I,'-4" 5' 8' S' EQUAL EQUAL PLAN BA M RE N T F 'amok" mum ft 0 LD A T I (m) ft m I wj Mm SCALE: 1/4" = 1' -0" 18'-011 I8' _011 �� II '�� 18 ( �` °t 61_011 y 411J1•I 19 � ���� �� SHEET NO: BUILDIwj-DEPT. 11 OF SOUTHOLD 541-011 BID & PERMIT SET REVISIONS: 6/6/22 - AS BUILT AN�NDMENT 22'-0" 3'-a1�" I S'-6" 54'-0" �2 �2 2 �2" 02" W2" 5y2" 5y2" 5Y2" W2" 02" 0/2" 0/211 F2 2'-5" II'-8" 2'-5" 5'-a" JI, 14'-1" 5'-41 " 2'-3" II'-8" A v-3" 10'-6Y2" EQ EQ EQUAL EQUAL EQUAL EQUAL EQUAL EQUAL O OUJ cp0 FURR ouT WALL �- 3s-' m =n LV Z 4X8 COLLAR TIE TI W/1-2X10 RR AT EACH DN I 2X8 GJ F E R N 1 DE OF TIE W/4-3/4" MB AT I " m TYPICALT 4 LOG. 12 ( 11 10 GRANGE I N GL tu B_1 U) w 56" H Y404-1- 5/4 ALL W/ P 5/4 X 6 WOOD uj i 1 CAP �, _ _ O 39 �` -� m X I ix — m O A (V - PRO IDE 4-2X6 INC PO i 1 i PROVIDE 4-2x6 KING P05T FULL HT OF 6A L AT FULL HT OF GAMBREL AT P 5-2X6 05 3-2X6 P05T EA SIDE OF WINDOW 2s 2s - N w -EA S DE OF WI W TYPICA 3-2X10 H VER MAIN TYPICAL Aliki 31 cV . - O O 2-2X1 W N CAB I I _ Q . X w -- — - -- - -- -- --- B�T�f FLOOR. I m ' 1 = 5-2X1 HD VER MAIN J 5-2XIOyHD MAIN 2x6 cJ ®I RECREATION RM = Imo, wIN s� -N n n 2-2 IO 0 PER F T NDIN6 3-2X6 P 2-2X10 O U R 6 ���� HARD OD FLOOR IGH RAILING WI 51 I WINq I O ry GA RAL GEILIN6 2411 � I I a 1 =N I I I N o �a m I �, XIO R/R AT I6" OG 5 - - - � I -I - - "' - - `� m - - - III - - - - A 0 13 1 v- - - > 1 ' 56' H_ T _ � I - � Z 0 Q 37 = ( 3-2XI0 R/R VW '101�E G 3-2xio R/R I M 7 w - P T B p 38 - O ,; i I 1 BEDROOM #2 w 4' L ct ,� ,, ~ HARDWOOD FLOOR Q Q 4 "r' R - I _ =i I CATHEDRAL GEILIN6 M _ SIT ROOM 0 5H 4 PL 10 v J I i N - F- GA 0D GE��N6 - I p I v --�IX CASED BM m 3-2X6 POST Q i II� _ - I I IITYPICAL Iomw Q 1 1 1 X CASED BM ;t I I 33 4 � 34 1 o� I I I dMS�ER N �, I 111 c� m GL0 1ET _ I I w 5611141&H RAI LIN I I 1 v HARD FLOOR m "' I O , 9 oil y2 15 �#-2x6 P05T ° IN. G - - - - - --- —I — (� 1 = O O 3� 1 ! �- �- 8 412X4 P05T 5-1 Y�L —— — — — 2" 34:2><b POST 4'-0' X ?-q LI 1W DOORS I ,rcY* I i 4' I I-3" I I 2'-O"III - LIN. GL i I I 31 1 1 I-II 7/8" L RIDGE I I O „/ m 5-2X10 RR - L i M STERIkDROOM I I I I I I I9 27 -1 1 _ °� Z. HARDI�V O FLOOR I I I I ~ 3'-5" I _ C, EQUAL EQUAL � GATHE>p AL GEILIN6 I 3 I/2" LVL �C a I/4" I I V �_ `� N Q I I I CURVED 61RDER i V 23 -� °a y2 2" 2" I I - ! � � >- 5 5y2 � X CASED BM � 2X8 GJ I � I I - c� 2'-6° w CASED BMS TO I AT 16" I 1 I ( N 24 MB ONX 1 w J' z a BE SAME DIM. I I 5T�41 R ALL I I STONE s w• W _ I�EGK _ M 22'-O" ——— — — —— — I I I I HARDWOODI FLOOR I % ", ' ' m g w• a N = r 2 SH VS �412X4 POST Q ~_ I I N 0) 5 1/2" LVL L;F 1/4" wICURVED GIIER - m1 I � - - ' - - - C DN s6" HIGH RAIL N6- TYP. t I J 25 I I cm 9 w =N S I I I I v XI T 16" OG I XIO R/R AT 16" OG pi o 5-2X6 P05T 3+2X6 POST I I I I , BEDROOM #I x cm TYPICAL m �P�sOF _ _WALLIL W _ _ _ — —— p — — — I I HARDWOOD FLOOR N CATHEDRAL GEILIN6 m = W. Irk V15 I I M 2-2X10 C� UPPER O O 9 WI 5 I I —�-IX CASED BM I '7953 PROVIDE 4-2X6 K N6 5T DA. - FULL HT of 6AMB L 5-2x6 P 5T I I I I r EA 51DE OF WIND I I 5-2XIOjHID . MAIN - PO "E NO: 1705 2-2X10 O R PPER � ' Roo LON I WI DRAWN BY: NS I I OH I OI CHECKED BY: NS 3-2X6 P ST I TYPICAL I PROVIDE 4-2X6 KING P05T DATE: FULL HT OF GAMBREL AT JUNE 15, 202C EA SIDE OF WINDOW SCALE: 114" = 1' - 0' SHEET TITLE: EQUAL EQUAL EQUAL EQUAL EQUAL EQUAL 0ECum' "almu FLuuffm rLAIM f2" *2" 02 02" 2" 2" " 2° �2" �2" SECOND SCALE: 114" = 1' -0" 2'-3" II'-8" 2'-3" FLOOR Ib' I8' 18' PLA N s4'-o" FDr ^ SHEET NO: BUILDING DEPT TOWN OF SOUTHOLD BID & PERMIT SET , GENERAL S ITORMWATER POLLUTION PREVENTION NOTES EE S TESITE DATA REVISIONS: PERMANENT STORM WATER RUNOFF CONTROL MEASURE �..`s' :..�... ENLARGEMENT SCTM # 1000-23-01-18.1 SITE DESCRIPTION & GENERAL SEQUENCE OF SITE ACTIVITIES FOR THE ENTIRE SITE t1S� SHEET #SP-2 Development activities far this project will consist of: ! � '„-.,_.' ; �`` p' p r �, P �' s- """ ""` T PROPERTY: 360 Private Road #8 sff °" aeV,� �'e1 l°`4 't° , ° .. ,°, r, . f DAM PQ�� ADDRESS East Marion, NY 11939 1. Installation of temporary erosion control measures (silt fence barriers) "" 2. Clearing of trees and brush in areas shown on Site Plan r 3. Demolition and removal of the existingbuilding and septic system DATE:�.1.'- ��,, a.P.�-!�©.!��f �• / OWNER: John Babkow & Maia Rubin _ 4. Excavation for a new building fount ation and swimming pool FEE New Broadway 0 5. Construction of a new foundation a �d swimming pool f:OT!FY EJILDING I ti�;=,F 7N:1f NT FT w�'� \ New York, NY 10023 765-1002 8 AM TO 4 r';•." FOR `I�H /'� ROCEEO R�IE`( � ��oRF � ����. '�% SITE: 77,883 SF or 1.788 acres Y 6. Construction of the new residence � IING S: �oNO�G\�N•�,\,SOGP \� s ,�s?9 wo�o FOLLOrJ,� .� liv.,PF_CTION.a. 7. Site grading from the ROW to the -� a around the proposed building and swimming pool 1. FOl) !DATION - T�PJO t; OUIRED vl pN! .�1 P•j�OC�1' � � \, h�o� 'Si 2p� o° oo�Nc \��1D ??, 9� r oK WETLANDS: 347 SQ. FT. = 0.008 ACRES 8. Construction of underground elect,, : and utility lines from the utility pole to the new building FOR POURED CONCRETE FO � '�- 204, NOTE: LOGf�TSON OF `i W POOL 9. Construction of a new undergrour�: ^dater line from the new on site well to the new residence 2. ROUGH - FRAMING & PLUMMI G Q�lr', ��� - '� r ENCLOSURE FENCE 1. �30UNDARY ZONING: R-80 10. Installation of the new septic syster; 3. INSULATION oov� 1'!', S ;3' BETWEEN NON DISTUR,3ANGE LU X 11. installation of on site drainage strl�I :..ares (permanent storm water runoff control measures) 4. FINAL - CONSTRUCTION MUST Ngo/F ''A"/< ,+� 6�°3� , r NON TURF BUFFER PROPOSED: 4,951 SF BE COMPLETE FOR C.O. Michael Mendillo & 1614 03 00,, o°U STRUCTURES 12. Installation of underground piping f; ?m gutters and downspouts to the drainage structures ALL CONSTRUCTION SHALL MEET THE 2 sty fr dwelling Barbara Mending `� �a 3 13. Filling and grading of soil above dr rlage structures REQUIREMENTS OF THE CODES OF NEW 1000-23-1-3.2 `', Rsy 9.0 F MFr� ON TURF BUFFER LOT: 6.36% 14. Construction of new terraces and w.,Ikways DWELLING WITH WELL , ; �Mp COVERAGE YORK STATE. NOT RESPONSIBLE FOR I oth , �� ,i 15 FT WIDE driveway and parking areas including grading and driveway surfacing DESIGN OR CONSTRUCTION ERRORS. ,� �° w,�. oo°O0 15. Construction of newy r g g g g Y g I\.-- RFS-=• AI, '` ON DISTURBANCE ZONE', FLOOD ZONE. X 16. Installation of new landscaping plants, lawns 17. Removal of the temporary erosion control measures �- r y �, �4FF SURVEYOR: Nathan Taft Corwin (III LU -'V, W kIrrf',ALL cOD2-3 O.� RRA t � �,;' 1586 Main Road SITE DATA (` , ! �W4 6TATE Et TOWN COD00 MWP�� p,23� � 7 acres ' ` hUOUIPiC01 AND CONDITIONS Of' REJS���O GN�p�� 4� Jamesport, New York 11947 Isom Site Area: 77,883 SF or 1.788 SUR�� GppE. PROPOSED SILT FENCE a-- % J LICENSE #50467U) Soil Classification: See test hole :% 010 ���� A p ���w� DURIN6 GON5 TION � � �s DATED JUNE 21, 2017 •-Z��ti '�N SEE DETAIL 0 Receiving Waters: Gardiners Bay .�,,,t,.,A,�.,,xw�" ,���,.�.,�..., OF sP i \ A. y r" �� "� UJ ELEVATIONS ARE REFERENCED rod \ e w Contractor: N/A c +{:!a° wl+,T>1tt�l -- 9� \ �♦`" \ -�p`��o \ 9 PROPOSED SILT FEN RING TO N.A.V.D. 1988 DATUM """""�'� '-"• `'~ """'fit° �i GONSTRLCTION SEED AIL � LIMITS OF GLEARIN6 AND � � � °�coFs ' ��� � SP POLLUTION CONTROL MEASURES �--- ��� � ;',�', .I"; 2 Ix LAND DISTURBANCE ��1 a t ,,.;. w�r w +/-53530 SF \ 4/ 1110010111 10 NEW REGRADING SHOWNAVA In accordance with the provisions of the Town of Southold, chapter 236, storm water management and erosion and sediment / i / /�z o N IL 11L M EXISTIN6 POOL TO BE 10� %/ / II L0CPJ'%' T101ft0 MAP ddlt control measures including, but not limited to, the following shall be employed during construction: REMOVED I� / VRYWELLS FOR 5 ORMYVA R �^ `f; •"4,; �.< / 1 RUNOFF(8x6) SEE L 1-1 n and shall I `` ` ' `� ' PROPOSED NEW UNDERGROUND _ \ \\ \ \ \ \\ \ \ \\ A. Existing vegetation to remain shall be protected (by installation of construction fence or other approved means) a s a �� I' �io�FF FROM SIT BEE DETAIL I-SPI \ ' 1 `, ;� U L I LIMITS OF GLEARIN6 AND \ JC ° remain undisturbed. „ mr} - _ -- -- - _ _ -� `� e .,P„Y,- � _�. `'..r<•--..- W�12 LAND DISTURBANCE f areas the length of time that areas are , r =< < r t' 12 1Z ;;,.: "{! };;, •. '- ,o +/-53530 SF B. Clearing and Grading shall be scheduled So as to minimize the extent o exposed a ea g { fir.-fi t �C � ,. ��. f-� NEW GU ITE N/011 exposed. A maximum of 1 acre shall be disturbed at one time unless written permission is granted by the NYSDEC. Graded r f F r -, 13 POOL BACK WASH DRYWELL Paul Z Fried \ \ 1p"R ,.i' �`'" Judith Fried 1 ; fixtures ,�h. II be in t l \ b kept stabilized through the use of temporary seeding as required. Seed m = � .� - and stripped areas shall e p g p ry g q -„,i� tl� Pool EauIPMENT - ;r;- ��i�` <': 1000-23-1-4 � \ ' - `; , \ r` ,. J,':-;:'?,?. DWELLING WITH WELL \\\ .. ' \\ \\\\\\\ accordance with the soil conversation service recommendations. \ \�\ \ , O t POLE \. \ \' �\'�� � \. � �. ',x. �..rrbc.� �, 12.6 . .. .:,. ry \\o \ \ C. Bare soils shall be seeded within 14 days of exposure, unless construction will begin within 21 days as sections are All extol �. 8x4 :... x" ;:;; ;,.. �/ ,� .. .r �`�'}" � 2 sty fr dwelling ,�. ��' � \ �;�,.\ �`� SITE \ 'O O completed, or if construciton on an area is suspended, the area shall be seeded immediately. install-d,rcpt,- '2p. \ \ . \\ \ a` ..1 l+fr, LOCATION OF EXISTIN6 SEPTIC \ ' \\. \ \ �• c ri \ iC - a E - it if compacted, remove debris and obsticiles such as roots and stumps. iced ,.'n� 1 a. Seed preparation scarify so p p re a Yo p p P SYSTEM TO BE ABANDONED e ?{„� , ..... 4.i'` '''; \ \\ O•y \ Ii. .. h 13. A C err \\ a^. C. LP b. Soil Amendments to Chat ::,;.`;,,':?'4 13 ------PROPOSED NEW SEPTIC SYSTEM *� 5 ONNE TED \ \\ \\ \ Q 1. Lime to ph 6.0 ts�tl?e TQ.� ��:, ALL DRYWELL c c ® - WITH 4" SDR-35 PIPE 2. Fertilize with 6600 lbs of 5-10-10 or equivalent per acre (14 lbs/100 sq. ft.) PROPOSED NEW UNDERGROUND ' c. Seed Mixtures DRYWELL5 W/MTL GRATE FOR 5TORMWATER RUNOFF FROM SITE r \ \ \\ \ \ \� \\\ \ LU I_ 1. Temporary seedlings SEE DETAIL I-BPI �... .... ' I r r .7 lbs per 1 000 s .._.., ii E . R sass annual or perennial) 30 lbs. a acre O _'�""",``�"'_""""_'°"'�"_".• _, '1' PROPOSED SILT FENCE DURIN6 '•\\ \ a Ye9 ( P )@ P ( P q ) e.,�••� , � EXISTIN6 DRIVEWAY TO ^'� o / �- � -.� .��T N6;Af2E .. yr � CONSTRUCTION SEE DETAIL \ .`,,� ` , :. \ •\> � •,\\\ :. \ \ ..v . per re 2.5 lbs per 1 000 s . ft. use wire.-:r rye if seeding in BE REMOVED cb z z b. Certified Aroostook winter rye (cereal rye) @ 100 lbs. p c ( p q ) y g e \\\��.\,•\ \ \��\\\\� . � \ G RETE' - \. \ \ \\ \ .\ \ \ October/November. W A F \'' \ t* o .I` 'STOLIZr'' \ \ U I 11 \ \ N \ 0 SAP �� P P +2 LE s 2� 7 E - `y \ I I lin s See Landscaping plans o 1 Permanent seed \ 2. e z, �. P 9 p R a \ 9 \\ i z a s \` - 30' WIDE R �r-' 1 o \ ' r ' - 10 x \ I = w from T l ff velocities. R n n ._h I be div j a o - A runou o a e . � to reduIC slo s sh II b minimized reduce F � � �'3;0.,. ,.: •. . � . D. The length and steepness of cleared e a eY �,..�;, t i �Un p p ,....._t f RIGHT OF V x e \ 6 WAY f V 2 cleared slopes. - - - \ p `�D COl�f7�ENT BEFOR �5 � \�'''�. \ \ �.• E. Sediment shall be trapped on the site and not permitted to enter adjacent properties or public roads or drainage systems. _!C,JTE OF OCCUPANCY ' 29.9 RUNOFFL(8x4�5EE DETAIL 1-1 WATER Sediment barriers shall be installed along the limits of disturbance prior to the start of construction and sh�1, maintained until 6 sTN, construction is complete. r r� USED IN WATER ,o_ ,• :• -: - p SYSTEM CANNOT PROP ILT FENCE TO sToc F. A stabilized construction entrance shall be maintained to prevent soil and loose debris from beingtracked onto ir1<.. ! roads. The DURIN6 CONS ON p ° SEE DETAIL 2 't. f9 _ \ f-r',Vi_-1 10 OF 1/o LEAD. \ - SP -- entrance shall be maintained until the site is permanently stabilized. Any sediment trac{ed onto pulj iv oads to be l i RN / TEST HOLE- construction r cleaned on a dal!" basis. _ EXISTIN6 SITE ENTRY TO BE .o '� �*�e.•.,FY:-: / � � EXIST.HOUSE E DECK TO BE removed o -- USED AS A CONSTRUCTION �;� E,� i \ REMO`/ED NO SCALE G. All runoff shall be retained on site in accordance with local regulations and approvals. Drainage inlets installed r?n site shall be 2 sty fr dwelling �l ENTRANCE BUNTIL NEW ENTRY � �5 � i. _ _ _ _ D � ��C15��oU�T XISTIN6 CHAIN LINK FENCE BY MARK McDONALD GEOSCIENCE06 from sediment buildup through the use of appropriate inlet protection. N/o/F \ P;- x / NN15 pg \ \ TO BE REMOVED AND Z protected o p gP &GLAURATSTAoOINI ' ,� Np�l�` Gg \ SOUTHOLD NEW YORK 11971 1000-23 TANZO \ - / fZE c j0 G PoLE F NCE-SEE (SHEET 5P-7 ' N M H. Appropriate means shall be used to control dust during construction. N DWELLING WITH WELL \ p�R DRYWELLS FOR TEST HOLE DATA 9 / 18 / 17 ELEV. + 12.1 Y I. Following permanent stabilization, paved area shall be cleaned of soil and debris and drainage systems shall b:. I PREFAB YARD BASIN(4x4) Bim° i STORMWATER RUNOFF -J �' o cleaned and flushed as necessary. PIPED To DRYWELL "D" PO ,'`. ;r , (8x6) BEE DETAIL I-1 a o �'�`25 G ` _ ° 1.0 FT. DARK BROWN LOAM OIL w W Z 3 - _ - / - W J. The contractor is responsible for inspection and proper maintenance of erosion control measures. Inspections g! a z must be performed every seven calendar days and immediately after periods of rainfall greater than one half;• ..n. Maintenance \ ? PROP05ED SILT FENG w M measures are to include, but are not limited to, cleaning of recharge basins, sediment traps and drywells, cleaning end repair of PLUMBING ° 1. A 2 \ DURIN6 CONS TION e \ o U, °o : 5EE DETAIL 2 , w• �' _ AY`` 2 l' EE 51 TE 11.7 FT BROWN SILTY SAND SM m e sediment barriers, repair of berms and runoff diverters, and cleaning and repair of inlet protection devices. ALL PLUMBING WASTE CON, ",;:.. :°.*E:.: �,°,�' - - sP - - �o m K. During construction, the contractor will comply with all local regulations concerning the disposal of solid waste and debris and WATER LINES NEED TESTING BEFORE COVERING ,� gy � �NLARGDMENT WATER Q ~ e toxic and hazardous waste, as well as sanitary sewer and septic system regu►ation9. Temporary fencing shall be. erected as a IGH O MTEROR RESIDENTIAL shown on Site Plan alongwith the placement of dumpsters to control the buildup of debris. The contractor shall periodically \ 0 9 SHEET #�.J�-� BROWN(SILTY SAND SIM p 0 SIA o 27.0 FT clean up any debris accumulated along tl•e temporary fence and empty the dumpsters regularly. \ _ � P Dg�tBAoK \ - oN R \ I5TIN6 CHAIN LINK FENCE WATER IN BROWN The contractor will report any required modifications to the SWPPP necessitated by field conditions or construction activities to RELTo REMOVED AND the Engineer/Architect for revision of the SWPPP where appropriate. \ LIMITS OF GLEARIN6 APIA REPLACED WITH A NEW 33 FT. FINE TO COARSE SAND SW zf \ FENCE -5EE SPECS �. LAND DISTURBANCE \ COMMENTS: WATER ENCOUNTERED \ +/-53530 SF \ o J ^ 11.7' BELOW SURFACE, ELEV 0.4' DESCRIPTION OF CONSTRUCTION AND WASTE MATERIALS STORED ON SITE ,�•tEo��EZy o Construction materials shall include concrete wood forms, building lumber and associated metal attachments, precast concrete \ r 6 septic/drainage structures, prefabricated buildi6g components (windows, doors, cabinets, flooring materials, finished roofing and \ LV XISTIN6 6ARASE and DRAINAGE CALCULATIONS \ \ EXTERIOR PAVING TO BE siding materials, lighting fixtures, plumbing fixtures), gypsum wall board, batt and rigid insulation, piping for plumbing, outdoor \ \ \ REMOVED TO BE REMOVED paving materials. 5 \ _ \ \ \ ��- \ 8 AREA OF RESIDENCE (DW-A) PROPOSED SILT FENCE DURIN6 DRY WELL AREA x RAINFALL x RUNOi'1- FACTOR Waste materials shall include demolition materials from the existing building structure, unused building materials and products, o \ \ �.�� CONSTRUCTION SEE DETAIL trash from construction workers meals and drinks. Project site shall have a dumpster that all waste marerials will be temporarily 4\. \ \ \ 1�- sP (DN-A) 2,142 5F x (2/12 FT.) x I.0 = 35'1 GU. FT. stored and dumpster shall be emptied weekly by a private carting company. \ USE: (2) 8' DIAMETER x 6' HIGH POOL 1 \ (2) 8' X 6' STORM DRAIN RING = B07 C.U. FT. PROVIDED REOUIIREDROJE O: (81 i 507 GU. FT. > 357 CIU. FT. � � �71 \ \ - AREA OF RESIDENCE (DW-B) DRAWN BY�11111 IN: DRY WELL AREA x RAINFALL x RUNOFF FACTOR ,6 (DW-B) I,a56 5F x (2/12 FT.) x 1.0 = 326 GU. FT. I"� I USE: (2) 8' DIAMETER x 4' HIGH POOL CHECKED BY: TOP OF EXISTING GRADE \ �\� 1 III I ( (2) e,' X 4 STORM DRAIN RING = B37.8 GU. FT. NS CONCF uN.1� / ° S\\ \ \ \ \ eos I J 1 PROVIDED REQUI RED DATE: J CAST IRON FRAME AND COVER TO \ q, y \\ \ \ \� o 337.8 GU. FT. > 326 CU. FT. June n e 5, 26" GRADE (A5 REOU I RED) \F\ y I o , TRAFFIC, SLAB (5EE \ \ \ - - 1' AREA OF DRIVEWAY (DW-C) PLANS FOR LOGATION5) \ \ \ \ \ \ _ - p I I � E SCALE: I I � DRY WELL AREA x RAINFALL x RUNOFFF FACTOR ' .- C e NoM (DN-0) 1,883 5F x (2/12 FT.) x 0.7 = 21cN.7 GU. FT. 30 - �a ce- .�,� nit/O (UF O \ \ \ / ' A I fOVN002N gELG PS�ON i /� �9� sp,�.c+ "F° \ \ /:. 1 MoN• 03 USE: (2) 8 DIAMETER x 4 HIGH FOOL SHEET TITLE• cV � % - \ sT 20� ,V (2) 8' X 4' STORM DRAIN RING = 336 GU. FT. rr ,! if' `�,33� '� 3360E DSD T. � REQUIIRED T. OVL ` :j�P�. S'MIL � DRAINAGE BA51N FOR ,� '99 00��00--•0�03�• �62•'�w Z SIZES SEE SITE PLANS � , \, (1�3 PLAN a > 3' min ® ® ® ® ® ® ® ® ® } BACKFILL MATERIALWIRE FENCE W/ $g 00 c) Z ►tu 53 ® ® ® ® ® ® ® ® Q TO BE GLEAN SAND FILTER CLOTH �..�' R/2• O SWPF < p CE ® ® ® ® ® ® i� AND GRAVEL FILTER CLOTH MIN. 6" SURFACE BELOW GRADE DRAINAGE ��N�po - - � \ o ��. SHEET NO: �E of eP�M� GROUND WATER - - - - - - - '�\/S\ ��, \�� E° 11 NNW PERMANENT STORM WATER RUNOFF CONTROL MEASURE TEMPORARY STORM WATER RUNOFF CONTROL MEASURE 0 V r t's R A^ L mL,. _ ., S I """"E �1� P L A" 'IN Um SCALE. 1 - 30'-0" 1 STORM DRAINAGE RING TYPICAL 2 )�NOSION & SEDIMENT CONTROL DETAIL NO SCALE ALE SID & PERMIT SET NOTE: LOCATION OF NEN POOL_ REVISIONS: DAM P ONDw Cosi w 5 FT 2/5/2019 RESIDENCE FF EL 14. °o qT/N ENCLOSURE FENCE I S �3OUND i�Y v - NON TURF BUFFER al►, bock BETkNEEN NON DISTURBANCE w GRADE LINE ELEVATION 13.1 FT. NON DISTURBANCE ZONE N/0/F �p L �- Q GRADE LINE ELEVATION ±13.2 FT. EXIST. TREES TO REMAIN GARY STANZONI NON TURF BUFFER w I' MIN. 2' MAX. & LAURA STANZONI � ON DISTURBANCE ZONE 1/4"/FT. EXISTING TREE �q(� ail, S 6 I/8"/FT. TOP OF POOL X1.4 FT. SEPTIC � SA � � �r �' EXi � LEACHING �� > �'�. q 03 39 0.1 T B-�E R TANK POOL 2 sty fr dwelling 6 .\ RSy �' RgMp IE. +a.Q IE. +�i.15 SOT OF POOL 3.4 FT. - IE. UTILITY POLE TO B, REMOVE ,\ ,� - 15 ET NI DE IE. +a.6 IE. +q.07' n i ... GROUND WATER 0.4 FT. \ \ .�� ,SII, WoiS X15TING OVERHEAD WIRES TO BE REMOVED 12.5' g ` 0 — O k XISTING TREE \ ��, � MIN XISTING FENCE TO BE REMOVED V E� IC P FILE ME 0 existing V` v �< ' aI►, W POOL ENCLOSURE FENCE neighboring (DECORATIVE FENCE) LU well EXISTING , , / \ EXISTING OVERHEAD WIRE � �- � all, TEST HOLE AOW% TO BE REMOVED N NTS _ UJI In -tur �i �X oksr NO SCALE EXISTING FENCE TOB / Y BY MARK McDONALD GEOSCIENCE N/O/F REMOVED _ \ ` ' . - \�S ��<< SOUTHOLD, NEW YORK 11971 Michael Mendillo & -- 6 Barbara Mendillo EXISTING TREE / - TEST HOLE DATA 9 / 18 / 17 ELEV. + 12.1 1000-23-1 -3.2 NEWTEPPIN \ X15TING TREES, Uj DWELLING WITH WELL - REGRADING AS SHOW �— \ 5 Y �- — o _F Tl u' \ 1.0 FT. DARK BROWN LOAM OL - W NEW POOL FENG ASG " "I % o = (CHAIN LINK) / / �� J exist �' �`� O tree / \� ya�� 11.7 FT BROWN SILTY SAND SM m EXISTING POOL / / \ / GRADING TO BE REMOVED 1 - / / AS 5HOWN J�� WATER IN 27.0 FT BROWN SILTY SAND SM XISTING TREE F�`'J�� WATER IN BROWN 0 FINE TO COARSE SAND SW existing I y ` 2 ��' F 33 FT. neighboring 1 1 �1 XISTING O RHEAD OMMENTS: WATER ENCOUNTERED sanitary 12 \ WIRES TO E REMOVED 1 .7' BELOW SURFACE, ELEV 0.4' system II I I PROPosm \ O POOL \ POOL BACK 20'x A W \ 1� 0 ASH DRYMIL \ II I IEx \ W 00 FENCE Y (G IN LI Q NEW POOL ENCLOSURE FENCE I -__ -_-_-_ \ (DECORATIVE FENCE) 12.6+ 1 \ NEW POO 5x4 r- E �••� EGU I1 iENT 13.4+ 2 I.a I 2 sty fr dwelling (n LOCATION OF EXISTINANITARY I ' 12.6+ XIST. UTILITY N/0/F SYSTEM TO BE ABANDONED - 4. EXP POLE TO REMA N P a u I Z Fried F�-MOVED AS UIRED / v - P Judith Fried W 13 LEAN p �, 1000-23-1 -4 EXISTING HOU56 TO BE REMO 3 — - G?� � OUTEE EXISTING U�RGROUND ELECTRIC LI SITE DWELLING WITH WELL - PROTECT DURING CONSTRUCTION '' �---� p TO I 2 E lel L_A�'G E 1� -N T W UNDERGROUND 1000 GAL --- 3a 1' IDn OLP SHEET #S -� Oneighboring existing ,rP�EROPANE TANK C4, LJ •J sanitar EXI TING DRIVEWAYsy TO BE REMOVE �" / / ' - ,% B c�`t �.;.., . G � O 13 4 -� stemy 22' PROPO ED NEW UNDERGROUND DRYWELL vx E?� EW POOL ENCLOSURE FENG .I : EE011p, _ — (DECORATIVE FENCE) FOR 5TORMWATER JI NOFF FROM DRIVEWAY % O EXIST ELECT. METERCO < +12.6' r 0 30 W w - ._ u� �- -,'� .1 •. .::: .-:.�..: '� r- POSED NEW SEPTIC SYSTEM otS Z RIGHT OF w I_ FOR A 4 BEDROOM RESIDENCE W/ LO WAY �2 m� / `. COURT.. . `:- - +12.6 I�' ',13 RECREATION ROOM a' LAU A STANZONI 11 ` 12 _ 19 B s J o GARY _TAN © { L- - - - - -_1 Z - 1500 GAL SEPTIC TANK (5T) / `� - CLEANOUT a o 10 -1 -3.3 ��n- po�N - -' G P { x N o ROAD 4A 3� \� \ 1- N Li - - (3) 8 DIA x 6 HIGH LEACHING POOL (LP) W W Z N 75. __ DETAIL 5-SP4 i - FUTURE LOCATION FOR (2) & DIA x b' _ z W 3p I5. . i N � W• � wW existing 00 W v, �� d� + I: L ZONE "X" HIGH LEACHING POOL (EXP) a cn o neighboring ��, t0 w0 TONE.PAVE�S ON 4 THK GONG W. N sanitar 10- _ o VL — — — -S1=AB k 6X6 10/10 MM TYPICAL ASEMENT ENTRY STAIRS F y o I ;'�?!n PAVIMIS PATTERN AS SHOYyN — — RAIN LINE FROM BASEMENT STAIRS TO Q . system DRYWELL - PROVIDE AUTOMATIC SUMP 0c - /� 24 4 STEPPING ST011S PUMP LOCATED IN BASEMENT \ `L O 6" THK GRAVEL BASE' / �,\ TEST HOLE EL + 12.1 e'�cNINGFEEI Rq /� // 12RI�/E \��j �•-•'"-"-"- 'CPIN�NG u� ; \ P05ED NEW UNDERGROUND SO r ENTRY; �� ' 2 sty fr dwelling p�O�S /US s o g 5 / G� DRYWELLS FOR STORMWATER F Np `� — x -�11 5P'1 ` RUNOFF FROM BUILDING STRUCTURES O ND SqN/ / y`l �T REMTINC7 HAIN LINK FENCE TO BE o---'F- � r, c� r S \ N/O/F7. GARY STANZONI / `" \ XISTING UTILITY POLE & LAURA STANZONI FAB YARD BASIN (4x4 TO REMAIN 4 .,, g 1000-23-1 -15pLE PIPED TO DRYWELL DWELLING WITH WELL UT���TY 254A2 ` �# — f \ OPOSED NEW UNDERGROUND 0�?��3 g, \ ! DRYWELL FROM FRENCH DRAIN / sR W EXISTING WELL FOR !i Ar NEW ENTRY APRON (6 FT /TIEDDEEP x 12 FT WWIDE) WIDE RESIDENT AL ATER NDERGROUND FRENCH DRAIN PRO 'T AVO: COBBLESTONES ON 6" T OF ` TO UNDERGROUND DRYWE 5 1705 THK GONG SLAB W/ 6X6 W Y ANDONED LL 1= 10 L DRAWN BY: 10/10 MM \\ PRO SED NE !! l UNDERGR UND DRYWELL ! / existing FROM F=URAIN N 9 neighboring CHECKED BY: NEW ASPHALT PAVIN TO MATCH ASPHALT ON O i TOWN ROAD (MEET TOWN \ =1 well / DATE: HIGHWAY DEPT SPECS) Co. / June 15, ,1' SCALE: - _ N 1" — 20' 0" SEE /�LASITE I X15TING CHAIN LINK FENCE TO BE SHEET TITLE: E I�lRGEME I�tT ; REMOVED SHEET #Sim-- ENLARGED existing SITE PLAN neighboring XISTING GARAGE TO BE DEMOLISHED Jwell \ AND DEBRIS REMOVED J 1 SHEET NO: _ SEE SHEET 5P-I FOR REMAINING PORTION OF 51TE ' S I P ""LA A L tr PARTI LAA% R "b SCALE: 1 20'-011 BID P SET REVISIONS: DAM POND wpoo Oq Opp G k ON D I STURBANGE ZONE EXISTING TREES TO MAI ��<� ,SII, S 61 r S \ 703 000, �kiST o /-LINE SEPARATING NON DISTURBANCE ZONE 2 sty fr dwelling \ � A'gRSh, '`;9' F RgMp� AND NON TURF BUFFER EXISTING UTILITY POL TO B .�, r REMOVED �\ �: %. \�.% >\ /-EXISTING WOOD STEPS AND DOCK TO REMAIN 1A, r XISTING OVERHEAD WIRE5 TO BE REMOVED 0 \ 4CA- XISTING TREE TO REMAIN LU X15TING FENCE TO BE REMOVED EXISTING OVERHEAD WIRE , ^``:� x r';,, O 4 POLE TO BE REMOVED SEE 5PEGIFICATION - co EXISTING FENCE TO B x REMOVED N k K LjJ 8 - p ST � v� N 41 cf) EXISTING TREES T — ' \ OEM= z< BE REMOVELU D EXISTING FENCE T -�, EXISTING TREES TO REMAIN noo _ \�� _ BE REMOVED 9 ' ice- ` u' \ Q Um EXISTING PAVERS TO BE REMOVED AND i� /0 J�i i ��` / W' O mommm REUSED ON 51TE - STORE AS REQUIRED �� / ) i o UTLINE OF PROPOSED germ NEW TERRACE EXI5TING HEDGE TO REMAIN / / UTLINE/ PROTECT DURING CONSTRUCTION 10 �� // / ` / �' NEW POOL F PROPOSED 2 s fr dwellingLU EXISTING POOL TO BE REMOVED A FILLED IN AND COMPACTED / TO BE OVED t X15TING TREE TO BE REMOVED EXISTING FENCE TO BE REMOVE i EXISTING TIMBER WALLS TO BE REMOVE 1 �/ ; _ ` ,12 ION OF EXISTING POOL XISTING OVERHEAD Z LOCATION 12 XISTING 5 IRS EQUIPMENT AND UNDERGROUND ;-Y<yrlti A WIRES TO BE REMOVED = �: y<" O BACKWASH DRYWELL TO BE REMOVED � ' .v„ � �'� �'�` TO BE RE OVER SEE SPEGIFIGATIO o �r�<;;r^. ��ii��,gq,. EXISTING PAVERS TO BE 'A: 1 ' " ` >`>; ;;<1;�r; „ ,<;��;;; :�>;>;,>:,�}.>; � XISTIN PLANTS TO BE REMOVED REMOVED AND REU5ED ON SITE - STORE A5 RE / � w � --_ XISTING UTILITY POLE i -- �, TO REMA EXISTING OIL TANK TO BE PUMPS OUT AND OIL TANK REMOVED - = -- - / XISTING HEDGE TO REMAIN - EXI5TING FENCE TO BE REMOVE , x' - -- r-=�=-- - -_--____:__-___ ---- — _ _ PROTECT URING GON5TRUGTIO EX15T ELECT. LINE PROTECT x - `- _--- DURING CONSTRUCTION - -, x ----- - - -- --------- 1110fid __ Q EXISTING HEDGE 4 plants TO REMAI atr�• � _- -_ -_ - ___ - %� W - PROTECT DURING CONSTRUCTION X x -_ _ '' X15TING DECK STRUCTURES LOCATION OF EXISTING SANITARY AND STAIRS TO BE REMOVED SYSTEM TO BE ABANDONED - REMOV%D AS REQUIRED :. ';x X15TING OVERHEAD EXISTING HOUSE TOB DEMOLISHED AND DEBRIS WIRES TO REMAIN REMOVED \ EXISTING DRIVEWAY ,� T / XISTING PLANTS TO BE REMOVED TO FE REMOVED > EXIST ELECT. LI MM " ;t _ -_-- _\ „���x� ° � �. _ _ _ _ .C.� ��y� UTLINE OF PROPOSED X15T ELECT. METER �i1 �, NEW BUILDING 06 z �+ cn aLn 7), IN ST/N \ \, yX�inn X ) q ,} N Q o M �I SCE >( X X / / i r XI5TING DECK STRUCTURE w -,• W z w N 75• 5 q3 y X '� ` TO BE REMOVED �° _ ? U. 30 00„ r; k/� XISTING TREE w MLj Ln W X\ �\ TO BE REMOVES 1 1 uJ• a cnN 10- X15TING PLANTS TO BE REMOVED — Q I- _ X15TING FENCE AROUND TENNIS _ COURT TO BE REMOVED y y. REMOVED o / S'> EXISTING COBBLESTONES T � � � - y � XISTING OVERHEAD �n / ,�. WIRES TO REMAIN BE REMOVED AND STORED ON W- 2 m 2 sty fr dwelling SITE FOR INSTALLATION ON = XISTING TREES TO REMAIN NEW DRIVEWAY - SEE PLANS a -PROTECT DURING CONSTRUCTION ; XISTING UTILITY POLE 3 ; TO REMAIN X15TING COBBLESTONES TO'tE REMOVED N� �” p POLE AND STORED ON SITE4 R INSTALLATION I IN 25 IJT�`IL# 4A j ON NEW DRLVEW�Y - SEE PLANS 9 W WELL FOR \ XISTING HEDGE TO REMAIN - ��"%t° 1 RESIDENTIAL WATER PROTECT DURING CONSTRUCTION ,. F \ � � PROJECT' NO: y 1705 \ ANDONED EXISTING WELL 1 � 10 DRAWN BY: UT EXISTING TENN15 COURT CHECKED BY: EXISTING ASPHALT SURFACE, 9 NS GRADE BEAM AND FENCING DATE: TO BE REMOVED ALL SUBSURFACE TREE June 15 2020 ROOTS AND SUBSURFACE �� SCALE: 1" - 20' . 011 N VEGETATION TO BE REMOVED - COMPLETELY ' XISTING FENCE AROUND TF-NN15 SHEET TITLE: EXISTING HEDGE TO REMAIN ; '; COURT TO BE REMOVED SITE PROTECT DURING CONSTRUCTION S X15TING POOL HOUSE TO BE DEMOLITION DEMOLISHED AND DEBRIS REMOVED �` -- - DISCONNECT ALL WATER AND ELECTRIC PLAN --'' - LINES AND GAP AT SOURCE SHEET NO: SEE SHEET 517-1 FOR REMAINING PORTION OF 51TE JI A L %%Iaj � D rE1=Eo' M 0 L I T m� 0 N P L A24 H J'tm PA P-stkml'� ""4 1 'k „ = 20'-0" SCALE: 1BID & PERMIT SET 10 11 11 I -10 N U 12 EXISTING OVERHEAD X PROPOSED 4/,FT Hlr-,H WIRES TO BE POOL ENCLOSURE I=EN<-,/E AS 5HOkNIN REMOVED /X 10 Y i / ' / Lad 10 I i I LL1 Lm Z cf) -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- m w E 12 Uj A SHOWN w AS SHOWN — - - - - - - -- existing Uj +Ci.5 40, 1(01-011 FOOL EXISTING I AUTOMATIC existine TERRACE TO BE 12"x72"xl 1/2" TH< STONE FOOL COVER EDGING GONG SLAB T"rP MOTOR +I I.CT 123+1 +12.4-7 +12.62 Alz 12.52+ 13 IL .6612.66+ DRAIN LINES TO F- FOQL-1 < cn LANOSGAPE 5KImm R POO C6NNECTEC, WITH Ah'm < jI I LIGHTING T"rF 5KIMME SWIM OUT 41' 5P Lu SEE SFEC15 I EXISTING L2 PROVIDE DRAIN WITH DRAIN FOOL TO BE #L:2 COVERS CONNECTED TO --12 SUBSURFACE DRAINA&E r--;UN-1tE FOOL DR'T'NF-LL5 7YF SEE SITE PLAN 2 20 IX401 SHALLOW END DEEP END O DEEP SEE E;)RAKNC:;, olov a.&&+ EXISTING POOL ya 5.e>(o+ 4- - TO BE FILLED D- rD Z. 11 I U, AND COMPACTED cn <. A WITH CLEAN FILL FT AUTOMATICII-� ax(o � i I I-- - - -�J Nl;)ERNATER FOOL POOL COVER r� \ \ 1 i / - / LIC-'7HT5 TYPICAL SNITCHED AT HOUSE STEP r�R--rlNELL FOR L:2# *L:2 =3 w 0 Ln W OL Uj 0 OL Po�) SWIM OUT 'n R15 r, NOFF RETURN RE'�LRN —22 "X52F"3�-20THK— U I - - -- -i INLET INL_T STONE POOL OPIN6 FOR L Ll 1^Vj BULLNOSE ED(SE 570RM�NA7ER U) cn- At AUT MATT POOL RUNOFF I — L _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - +12. /6 DR",rAELLS existing DRAIN LINES 70 +12. exist ng A CONNECTED WITH 7 -r--I- I +cj 41, SDR 35 PIPE o" or-f4civ 5X6 +V'2 4-T - - - - - - - - - - - - - - - - - - - -T- — — — — — — — — — — — — — — — — Iz Vol ro -7 - - - - - - - - - - - - -- - - - - - - +V - - - - - -- - - - - - - - - - - - - - - - -7 IL f RZ C, ON 0 L2 POOL BACK lf-,< LLI III i n NEN �OE OL > 5T0 E PAVERS ON / I / WASH - - - - - - - - DRYNELL DRAIN LINE TO F- - - - - - - - 4" T�<-CCNC-5LAB OX4 PRIrAELL FROM N/ (:Pxb 10/10 NAM IW 1256K 12. 11 ICA FAVINC L v 0 FOOL EQUIPMENT 12.5+ 1-No- CONNECTED WITH 4" f t ft F vv IK r< U) PROJE� 1705 PIPE -- - ,-L - - - z I PLANTIN& BED SDR-35PIT TcH 2�r- -11 Tt all fit _4 12.4+ +1') DRAWN BY: j )� I /\ ! /11 - '?-I I MDN FITCH PN/ UT W7, - - - - ->ELr=0TRIo-L1 00 FT) 1 E L . . I - /I �� // 01. up OR, FUTURE CHECKED BY: 12.661 UP R.OLLED 4" THK GONG 5\LAI3 V� &X(o Z— NS I USE LOCA 1;) A,r 10/10 NAM 1 1 16" TREAD , D Lo 3�1 +12 EXTERIOR OF RE:SIDENOE DATE: > PLANTINC7BED 12./4-t* .4 12.5+ .0 11 June 15, 2020 a I 5+ SCALE: I \ 5 1:211 TRA 14. 5+/ 19 - 011 +12.4 1/4" SHEET TITLE: 14.15+ \7 12 N'72 lix 1 1/2" TI-KSTONE N r-oc-1 6 N-C,0$C,-5LAR TY -e�-NEN-TE RACE < 1 -0 ENLARGED STONE PA �EF,5 6N L UP Tu 4" 7H< CONO 5L1 5 1 POOL r v U -ja M--j TERRACE > 14A- T`rFIr-.AL !='A\/IN > NrDN FOOL = 2: PATTERN �5 5H INN EaUIPMENT > -�!� p I U- FITC1 UN PLAN 14.25 14.25+A/ 14.15+ > --ALTOMA710 FOOL COVER JNDERGROUNDC 770R--�5N]70 I.OUSE- SHEET NO: 14.2 15,+ F-LE07R I C, L I NE GATE .5 5'x4' POOL L DN A ax( T-1Z /L [A 7< ASH R NELL 5XZ Al A PROP05E D 4 FT H161,1 1F1 rm4 FOOL ENCLOSURE FENCE W/ SELF CLOSING AND 1 + PERMIT SET LOCKING GATES z 1 1/2" THK BLUE TONE PAVERS WITH 12" PREFAB COLUMN 12"x8' PREFAB 1 // 10 STONE PAVERS 1 O J LONG TREAD ORDER ON MmRTAR BEYOND I 1 1/2" THI BLUESTONE PAVERS ON SETTING BED � I STONE PAVERS PROVIDE METAL WITH 12 x LONG TREAD STRUCTURE FACE 4" THK. GONG. AB SETTING BED/ON 4" THK. G NC. SLAB i \ � ON SETTING BED j , BRACKET AT GONG BORDER N 4" THK. GONG. SLAB I/2" EXPANSION .101NT FILLER AND REINFORCED Wbxb, „ �Q' REINFORCE w/6x6, #6/#6 WWM• BRICK R15Ef� ON GONG. SLAB SLAB FOR COLUMN REINFOR ED w/6xb, #6/#6 WWM. SEALANT #6/#6 1^N^� #4 REBAR I 4 THK. GONG. SLAB REINFORCED w/bxb # # _ J 7 TMP PROVIDE #5 REBAR DOWELS, 12 OG i i i r 51RRUP ® #6/#6 NAM. I'-'�•" � REI�1 FORGED w/6x6, 6/ 6 WWM. I I/2" OVERHANG �� � TY / 111/2 THK BLUESTONE TREAD ON J HORIZONTALLY, 18" LONG - SET 8" , 12" OG BRICK VEENER INTO EXTG GONG FOUNDATION WALL 5I REBAR N rrr r r MORTAR SETTING BED ON 5" THK �° ° `�� ° °d a 51RRUP ® 12" OG GONG. SLAB REINFORCED w/6x6, #4 REBAR - GROUT SOLID TYP GRADE - #4 REBAR / �� 3E" OG W/ 18" -STONE PAVERS ON SETTING BED _ ° ° #6/#6 WWM. AT 12" O/G. �� Z " OVERLAP ° a - -(4)-#S REBAR a _� . 1 1/2" OVERHANG TYP / 4#4 REBAR \ GRADE - --- #4 R AR �° ,X AT 12" O/G. , / CONTINUOUS n 3 CLR. (TYP.) • - - _ -#4 REBAR AT �1-(3)-#5 REBAR 04 • #4 REBAR — ° -- 4#4 EBAR i a/� ry 6RADE /3#4 REBAR 'LF IN GONG 1 12" O/G. 12 12' _ 8" DIA. - 51RRUP CON INUOU5 / / CONTINUOUS ' ..... ° —�- # a ,� ,� i ° r :." -NDATION FOR _ 8„ (4) #4 REBAR CONCRETE 12 OG / -t -(2)- 5 REBAR _ 4„ n_ / 4 / f / E'.'<..GK VEENER (V * CONTINUOUS / PIER <• --- - TOP PIER ° / - EBAR GCyNTRI NUOUS � / /---- - - / / � �6 OG -- __�- d� � • SHELF IN GONG #4 RhBA, PAVING EDGE AT STRUCTURE TI�ICKENED � AD DETAIL PIER �I oF EMBED , (3)-#5 REBAR 12 -r / 4" j FOUNDATION FORS Z11 - - BRICK R15ERj ! SCALE: NTS 2 SCALE: NTS NOTE: DEPTH OF CONCRETE PIER — , ' - / #4 REBAR a a TO BE MINIMUM OF 6' BELOW ONCRETEGRADE / 24" CONCRETE GRADE °> 36 OG C'NDATION REBAR THROUGf� --- - BEAM 1 � #4 REBAR -- _ _--_ / / # / ----STONE PAVERS 36" OG - - 2 4 REBAR __ K/ REBAR / ON SETTING BED CONCRETE ER 8" DIA CONCRETE X , / CONTINUOUS - �` i PIER L'j #4 REBAR " - -4 THK. GONG. SLAB PIER a \ CONCRETE / .° � 8"X20" GONG / / Z 36" OG ° FOUNDATION REBAR #4 REBAR REINFORCED w/bxb, FOUNDATION n � F�G ON / WWM. / 2#4 REBAR ° / / 36" OG W/ 18" UNDISTURBED i CONTINUOUS a / 8"x20" GONG FTG OVERLAP 1 -8" SUBGRADE / GRADE „ r / rBlow ON UNDISTURBED /� ` 1 TYPICAL FOUN ATION SECTION #4 REBAR ® °_ m / SUBGRADE TYP T RA E O U N ��TI O N ®E T/�i La /� / SCALE: NTS ��36 OG W/ IS �I I � - - - - - - - - - - SCAtE IVTS- - - - - - - - - - - - -� r ! a OVERLAP II I'_g�� I'-8" / j \ a • REBAR A TO BE MINIMUM OF 6NOTE: DEPTH OF NBELOW GRADE Uj - j 8" I (4) #_•--REBAR TERRACE STAIR DETAIL- -CONTINUOUS 6 SCALE: NTS / PAY�I �-E _G E AT G RAD E8" DIA CONCRETE PIER ON 3 sc 8"x24 5G GONG FTG W/ 5#5 „ i - - - - - - - - REBARS EACH WAY, 48" I' 8'-6" 8'-6" 10'-3" 10 -3 10 3 121-411 �i BELOW GRADE ON VERIFY i� UNDISTURBED SUBGRADE TYF � existin I r a existing g existing) e�y fisting � +IO.q EXISTING +12.3 +q.8 I +11.0 1 123+ 1 TERRACE TO BE _ .. ,. . .. . • - - EMOV ED -A- - �" j 1 R •. I Z I I A "7j.- ____1 1 U 0 +12.4 +12.621 +1\2.652 . . 12.52 DRAIN LINES TOLU _ — —I � — — — — .�' • _ � — � ' ��•. � DRYWELLS : •:I. ..•. _ �' CONNECTED WITH : ! _i Q L' ' 18 -6 f I I 4" 'SDR-35 PIPE .'. - W I I r• ;• I \. f .. I-011 DRYWELL FOR EXISTING POOL - 16 I I PROVIDE DRAIN WITH DRAIN TO BE REMOVED ;�„ r , I 1ROO� D COVERS CONNECTED TO STORMWATER SUBSURFACE DRAINAGE t RUNOF 1 DRYWELLS TYP SEE 517E PLAN , 2 1 I I LTJ I r3UN I T FOOL t - - - - EXISTING EXISTING I I 20 'X-401 J I DEEP END SHALLOW END { SHALLOW END I DEEP END �• \ I I EXISTING POOL elev +/- 6.0 I 3'-6" DEEP I ]� � N�7 6 -6 DEEP - W-TRAM TO 8E FILLED ON (5RA12E NEW TERRACE STONE PAVERS !, Z. L_. AND COMFAG T ED - �" ,' I I ON 4" THK GONG SLAB W/ 6X6 JAW ,o _ , c� Q- Ma 10/10 WWM TYPICAL PAVING , 13 I I WITH GLEAN FILL • '1 � - - - -I _ I �• I �; PATTERN AS SHOWNOE ITORME L FOR x711 I - - -- _ _ " NATER RYW L z_ 11- -I _ w• U-- - - - - - I I 1 I. . a N o UNOFF FROM L1J I - - - -- -� w' cn - - --� "i E51 DENGE I 1 I I I L - - J cn cn- 1I I •• • s.• I I i • DRAIN LINES TO _ , " I% I I DRYWELLS O exist, I I I existing ', - +q.8 g 1 I 1 II +12.4 I I._4.. 1_8 �_ + - i I I DW A CONNECTED WITH I 5 8 5 4 7 / q 7 : )• _ 8x& 4" SDR-35 FIFE - - - - - - - - - - - - - - - -� - - - - - - - - - - - - - I- - - ---� - - _ - - - -•- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - VERIFY _� / Z�°r�krr r r —1 NEJE TERRACE I r '1 ON GRADE POOL I 1 I - - - - I I \ L.LJ - } NEW TERRACE STONE- BACK I - - - - - - - - - - - i \ existing L J L JL .J WASH I I - - - - - - - - -J _ - - - - - - PAVERS ON 4 THK CON('-' _ '�. — — 'r — �"'` — — — — � existin � � SLAB W/ 6X6 10/10 WWM f •° ,� DRYWELL I g - I OUTLINE OF EXISTING 8" DIA CONCRETE FIER I +13.0 TYPICAL PAVING I -� If' —•I - 7 .I .� PATTERN A5 SHOWNL 'I. ( t .52' 1 / 1 I I RESIDENCE TO BE REMOVED \ ON NEW BUILDING " {' • : 11 -4 I I 3 I I 4 5 I f FOUNDATION FOOTING - 1 r 5�� �" PLANTIN15 BED PROJE 't`NO: 1705 X13 I I / - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - DRAWN BY: 1 I I existin 1 I - UT \ I I I +12. 6 crawl r I. _ - _ -•- - -'.- _ - cs° ��� CHECKED BY: { space L. _ NS I I PLANTING BED 2 / DATE: I i I June 15 2020 I f -- 777777 �, ,. . „ .� f I 1 / SCALE: _ I- - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - I 1 - �\ SHEET TITLE: 4' 1 I I yO4' I - - - - - - - - - - - _-� OUTLINE OF ENLARGED VERIFY EXISTING RESIDENCE TO 1 I / s I. POOL 6' 3'_8" BE REMOVED I (� TERRACE 20'-1 f" 12'-2" I I I '\ I -� ; I s OUNDATIO � \ - I 1 I 13— I I \I PLAN SHEET NO: UNDERGROUND I I ELECTRIC LINE I I JN F 5 NEW POOL { v4. EOU I PMENT i II X T I L PERMIT SE T PROVIDE GONTINUOU5 POUR BOND BEAM AND HAUNGH W/ REOU I RED REBAR IN POOL 5RUGTURE BELOW , FOR PAVING A5 REOU I RED AT 5TONE TERRACE TO BE 2 GON5TRUGTED A5 A MONOLITHIC, 5TRUGTURE GON5RUGTED WITH THE POOL 5TRUGTURE WITH NO GOLD JOINTS - - TYPICAL SURROUND FOR POOL i AUTOMATIC POOL COVER ----- MOTOR Q W SWIM OUT z i PROVIDE DRAIN WITH DRAIN Lmj COVERS CONNECTED TO 1• 40 6" SUBSURFACE DRAINAGE DRYWELL5 TYP SEE SITE PLAN UjA JP5 PROVIDE GON7INUOU5 POUR (X BOND BEAM GUNITE PROPOSED GUNITE o > 57RUG7URE W/ REaU I RED ry p REBAR FOR THE BOX FOR SWIMMING POOL V THE AUTOMATIC POOL SHALLOW END 20X40 DEEP END COVER TO BE W/ MARBLE DUST CONSTRUCTED AS A AO- MONOL I TH I G 5TRUGURE FINISHy CON5TRUCTED WITH THE PROVIDE STEPS INTO POOL WITH 5 EQUAL R15ER5 < POOL 5TRUGURE WITH NO 0z TO BE CONSTRUCTED A5 A MONOL I TH I G 5TRU07URE GOLD JOINTS O CON57RU0ED WITH THE POOL 57RU07URE WITH NO O � GOLD JOIN75 QC O � O Q m LLI W UP UNDERWATER SWIM OUT POOL LIGHT FIXTURE TYP I GAL PROVIDE DRAIN WITH DRAIN COVERS CONNECTED TO SE -- — I DRYWELL5GTYP SEEIA5I E PLAN I tea• M � 4 Q1 � 1 m y QO p f- W -1• w - 3 F w Q Z LL Q N N O t0 C W• fV = M PROVIDE GONTINUOU5 POUR BOND BEAM AND 0 0P L Am% N FAVIN65 A5 HAUNGH W/ REQUIRED REBAR IN POOL 5RU07URE BELOW FOR Q �' REGUIRED A7 �� _ . 11 CON5TRUCTED A5 A MONOLI7R HIG 5TRUG URE GON5TRUCTED AC.E TO BE co N SCALE: 1/2 – 1 -O WITH THE POOL 57RUGTURE WITH NO GOLD JOINT5 - TYPIGAL SURROUND FOR POOL AUTOMATIC POOL COVER SEE MANUFAGURER5 EXPANSION JOINT WITH JOINT —� FILLER AND 5EALANT TYPICAL 12"x-T2"x2" THK STONE POOL COPING GS OR SIZE AND REQUIREMENTS ,oaf W/ BULLN05E EDGE AT POOL 7'1'F EXPAN51 ON JOINT WITH JOINT FILLER PROVIDE STONE PAVERS TO MATCH TERRACE AND 5EALANT TYPICAL Gy PROVIDE STEPS INTO POOL WITH 5 EQUAL RISERS OVER AUTOMATIC, POOL COVER BOX WITH STONE PAVERS ON MORTAR TO BE GON5RUGTED A5 A MONOLITHIC 5TRUGURE REQUIRED 55 SUPPORTS FOR PAVERS STONE PAVERS ON MORTAR SETTING BED ON - 5ETTIN6 BED ON 4" THK GONG GON5RUGTED WITH THE POOL 5TRUGTURE WITH NO ANCHORED INTO POOL GUNITE 5TUGTURE 4" THK GONG SLAB W/ 6X6 10/10 WWM TYP'IGAL 5LAB W/ 6X610/10 WWM TYPICAL, GOLD JOINT5 TERRACE ....\ 1, 11, / TERRACE PROJ T NO: SHALLOW END 1705 PROVIDE 30# BUILDING PAPER PROVIDE 30# BUILDING PAPER BOND BREAK TYPICAL L _ � ROEOSED NEl N BOND BREAK TYPICAL DRAWN BY: i= UT m &UNITE 5 I M I NC- - PROVIDE HAUNCH IN POOL 5TRUGURE FOR CHECKED BY: NS 12 FOOL PAVING A5 REQUIRED AT 5TONE TERRACE PROVIDE CONTINUOUS POUR BOND BEAM max 1 20X4.0 DATE: AND �� BOX FOR AUTOMATIC POOL COVER SEE June 15, 2020 HAUNGH W/ REQUIRED REBAR IN POOL DEEP END MANUFACTURERS 5PEC5 FOR 51ZE AND SCALE: 5TRUGTURE BELOW FOR PAVING A5 REQUIREMENTS REQUIRED AT 5TONE TERRACE TO BE 1/2" GON5TRUGED A5 A MONOLITHIC 3 PROVIDE CONTINUOUS POUR BOND BEAM SHEET TITLE: 5RUGTURE CON5TRUCTED WITH THE POOL max 5RUGTURE WITH NO GOLD JOINT5 - GUNITE 5TRUGURE W/ REaU I RED REBAR FOR TYP I GAL SURROUND FOR POOL UND I SURGED SUBGRADE TYP \� TO BE THE GON�TRUGTED AS AR THE TIC, FOOL MONOLITHIC VE;R POOL 5TRUG7URE CONSTRUCTED WITH THE POOL DETAILS 5TRUGURE WITH NO GOLD JOINT5 PROVIDE GUNITE POOL 5TRUGURE TO BE DRAIN LINE FROM AUTOMATI G POOL COMPACTED GRANULAR FILL. COMPACT IN GON5TRUGED A5 A UNIFIED CONTINUOUS SINGLE COVER BOX TO DRYWELL 12" LIFTS TO a5Y DEN5ITY. FILL BOTH 5TRUGTURE CON5TRUCTED WITH NO GOLD JOINT5, 51DE5 OF WALL EVENLY TYP PROVIDE REBAR5 A5 REQUIRED COMPACTED GRANULAR FILL. COMPACT TYPICAL FLOOR - 6" THK 6UNIE WITH #5 IN 12" LIFT5 TO X15% DENSITY. FILL BOTH SHEET NO: REBAR5 AT 12" OG EACH WAY MIN TYPICAL 51DF-5 OF WALL EVENLY TYP ILI 3 UNDISTURBED 5UB6RADE TYP 0 H "E"mH RUr' POOL SCALE: 1/2" = 1' -0" BID & PERMIT SET_ DW D 8x6 ,r� UNDERGROUND FRENCH DRAINi / i� PROPOSED NEW UNDERGROUND PERFORATED DRAIN PIPE 15" �' 4 PVC, P � DRYWELL FROM BELOW GRADE COVERED WITH / / FRENCH DRAIN GE07EX71 LE FABRIC FILTER WITH 6" OF GRAVEL AROUND DRAIN PIPE, PROVIDE GRAVEL FROM GRADE TO DRAIN PIPE TIE DRAIN PIPE TO UNDERGROUND / , 1 DRYWELLS SHOWN ON SITE PLAN 5EE DETAIL 2-5P7 120' ,,. / -„-- , m II � t ,,i /r/;�, „ir ".' it%/%iii'• "riij<'. rj;- r, / _ oft O r /;. uj TOP OF WALL TOP OF WALL t_ 2 z +11.0 +11.0 4sp� NEW CHAINLINK TENNIS FENCE 8FT HT � % PROVIDE �"X12" CONCRETE 12"x24" CONCRETE GRADE BEAM WITH o Q / PIER @ +/-10 FT OG FOR (4) #4 REBAR CONTINUOUS NEW TENNIS FENCE P057 do woo i' FENCE P057 TO TOP OF AT PERIMETER OF TENNIS COURT TYP ® +/-10 FT OG TYP O vuj WALL FOUNDATION TYP � — NEW RETAINING WALL 1 SEE DETAIL 1-5P- UNDERGROUND FRENCH DRAIN UJI 4” PVC PERFORATED DRAIN PIPE 15" BELOW GRADE COVERED WITH GEOTEXTILE FABRIC FILTER WITH (b OF 6RAVEL AROUND e PROVIDE GRAVEDRAIN L FROMGRADE TO DRAIN PIPE / TIE DRAIN PIPE TO UNDERGROUND N N j' DRYWELLS SHOWN ON 51 TE PLAN SEE Q z z OZ DETAIL 2-SPS Q Q % - - 3 Q Q / TENNIS FENCE POST IN LU METAL SLEEVE AT RETAINING WALL PIER 12 11 all ILUESTONE COPING ADJUSTABLE BASKET / GRADE BALL HOOP Ed / GRAVEL DRAIN \� 1 1/2" OVERHANG TYP REINFORCED BRICK VEENER 06 f j I Z WGATERPROOF GONI \\ t RETAINING WALL I e `�\ 3" I c ) Q• M W/ #4 @ 12" HORIZ. AND ' ��; CLEAR TENNIS COURT STRIPE 2" a j #4 ® 12" VERT. \ TYP TEXTURED WHITE LINES I Na o �i O m \\ � "" fA e+f \� ACCORDANCE WITH USTA�� ,'� w �' F W Z W x SPECS FOR DOUBLE PLAY Z 1"XI2" CONCRETE ��\ d COURT W M j PIER ® +/-10 FT OG \\ c. FOR FENCE POST TO \�\ - ^ TOP OF WALL �i: :: a � c� , E— W• N = M H FOUNDATION TYP ��\ I a E'' v ``�° / ° -- — — 36" SPLICE 12 SHELF IN GO"1C, FOUNDATION FOR l. 2"x4" KEY CONTINUOUSBRICK VEENER j 4.--O—. \ _ X44`K L. gra / 2 4' . ° 12 11 I REINFORCED In m GONG FOOTING W/ •d • w 7� #4 @ 12" O.G. AND #4 g 12" O.G. CONT. .4 , '/ •w •. ♦ . . � e 1. — PROJE rNO: 1705 / 1211x24" CONCRETE N W TENNIS FENCE POST 12 HOOK GRADE BEAM AT 9 +/-10 FT OG TYP DRAWN BY: UT RETAINING WALL DETAIL- PERIMETER OF O' CHECKED BY: L it j I TENNIS COURT TYP NS (N.T.S.) DATE: June 15, 2020 SCALE: TENNIS COURT P05T TENSIONED CONCRETE SHEET TITLE: PAVING 2" OF TOPSOIL ENLARGED J"""� O U R� P A N _ TENNIS / SCALE: 1/4" 1' -0" -_ =_- - /, WRAP GRAVEL WITH / NETENN I S CD COURT ON GRADE FABRIC FILTER ALL COURT W / DW D 8x6 AROUND ° ° STEEL TENSION PLAN PROPOSED NEW PROVIDE LASER GRADING EXISTING ASPHALT SURFACE, GRADE GABLES • PROVIDE 5" THK 4,000 PSI BEAM AND FENG I NG TO BE REMOVED 6" OF GRAVEL °° r / UNDERGROUND CONCRETE POST TENSIONED • ALL SUBSURFACE TREE ROOTS AND AROUND DRAIN PIPE a ° (CONTINUOUS R DRYWELL FROM SLAB SUBSURFACE VEGETATION TO BE 4" PVC, PERFORATED ° ° SHEET NO: FRENGH DRAIN PROVIDE VAPOR BARRIER REMOVED COMPLETELY DRAIN PIPE 18" BELOW °• / UNDER CONCRETE SLAB ANY CONSTRUCTION DEBRIS FOUND GRADE WRAP FABRIC, • PROVIDE CUSHION COATING FROM PRIOR CONSTRUCTION TO BE FILTER AROUND DRAIN 12" PROVIDE ACRYLIC REMOVED COMPLETELY PIPE PIPE TO N POLYMER COLOR COATING DRYWELLS AND LINE PAINTING PROVIDE TENNIS NET AND UNDERGROUND FRENCH DRAIN • POSTS Ym (N.T.S.) BID & P SE T 2:2' 541-011 11 it 51. all 11 V-8 CJ _cill E521-5" 4-011 :20'-,41' 12'-011 10'-O" 1 O- - - - - - - - - - - - - - - - - - - - -N 7. —7- 7 .77777"M7,77" I, -4-1W.".777,77 777-777. 77,77777,77-7— g; - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _h r- — — — — — — — — — — — A- Lu ui 7- z I <—VERIFY R.0 AT R. AT L — — — — — — — — — — — — L DR DOOR - -- — — — — — — — — — — — — — — — — — — ——— -- — — Do 7 77 7: Z/ -4 I L J woo 7 F E D 12 7EF�,RA(fwE AE30\,/E X\\/ Iry 4" THK. POURED GONG. SLAB REINF. vq/bxb, ONE" #4/#4 Y~ Yi/TILE F.F. &ARA&E L - - - - --- - - - - - - - - - - - - - -- - f. 4" THK. POURED C.OW-,. - - - - - T- - - - - - - ---- - --- - - - - - -- - - - F -.-T.-.; 7777 N, SLAB REINF. v4/bxb, O *4/#4 Y~ WTILE F.F. F - - - - - - - - - -- METAL Af;MAY$A%Y YI I I I ;i: �,^" :w. ;.:,4. �:�-'' ..:,,;.,:.',: :f:�. IAT BASEMEN HINDOY4 FTC 24"A X12"D" GONG. -#5 REBAR ON SURFACE /2 41 UND15TRUBED 501L UNTM LED I AT BEARINISS, WALL Z 5" THK. POURED GONG. FDN Flxnm;ms-7yp, r WALL vq/(2)#5 CONT. REBAR, 7 11 -T/W TJI/Bbq FLOPR JSTS AT 16" Or, L TOP OF WALL YVIO"x24" = < 5" THK. POURED CONC. FVN POURED GONG. FOOTING SET j 0 WALL Yq/(2)#5 CONT. REBAR, Lm ON UNDISTURBED SOIL Y4/(B)#!5 CONTINUOUS REBAR TOP OF YqALL /LIGUID APPLIED in \2DOVER SLAB J DAMPFROOFIN& 104112"x24" POURED CONC. FOOTING SET ],.,4" O.D. 5TL PIPE COL cri 11, 4 . _ _ j -7 B —- — - — - —- — -—- —-—-I—L L ON 5'X5'XI5" PC FTC ON UNDISTURBED SOIL Yq/(B)#5 K/5-#5 REBAR EA WAY SET 4" OFF 50T. CONTINUOUS REBAR in UJI Lu L -t I i N;V �'�, <4-10"x:24-' POURED CONC. F L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ___ _ _ _ - - — —— — — — < F D_ FOOTING SET ON UNDISTURBED ILO 501L Yq/(5)#5 CONTINUOUS - - - - - - - - - - - - - - - - - --- - - -- - - -- I I i \ mj 3/4"X 11" 5 EASE ENT ' cv � ) I \ I ? I REBAR 5-11 TLh METAL AREAWAY to > 2i(l1 4" THK. POURED GONG. I AT BASEMENT WINDOW ,4FO-1, \/r=RIf=`r ,5ARA&E DR, RO \/r:;f;ZlFlr GARAGE r;,R RO 1=f057 FROM SLAB REINF. ► 16xb, r 11 Ar:30�L #4/#4 YiNM MITILE F.F/ 7 x -011 06 z- :2:21 K K POST FROM 4 e) Ln __fOST FROM co <. ABOVE BOVE 4 3Y:2 F 5-1► -T/8)" LVL L 11 O.D. 5TL PIPE COLUMN - TYPICAL W -i z 1Y F_ METAL AREAWAY z AT BASEMENT AIN.Doyi W lu EQUAL EQUAL_ SLAB 0 TO DRAIN C4 D Ti 1/560 FLOIR .15T5 AT I e Or-. I % I I ®I I I Q L (1) co- rR < 2X(o BEARING K r A%LL F5/5 RI cl- C.M c 9 5U5 PANEL -7/5" TJI/5&c 5T5 16 FLOZRJ" oc E s I '� �. ,< / '� �� I \\'�\�/ � I X00 � - I �� ... _... �� =d) tvf E C,H A N I C A\� - - - - - - - - -- - - - --- -- - - - - - - - - - - - - i TERRAC/E AE30VE X T_ X// 4" THK. FOU'lZED CONC. SLAB REINF, Y4/6x6, r6 d) p d) M #4/#4 X\ ROJEr NO: 1705 %\\%\\%\\ L — — —— — — bel IorJ DRAWN BY: NS L L 'n CHECKED BY: — — — — — — — — — — —— —— — NS ::: \\\\\ �� �\ I DATE: METAL AREAWAY JUNE 15, 2020 AT BA-SM-olENT KNVOW SCALE: NTS F SHEET TITLE: L _J BASEMENT FOUNDATION A% ft 0 1-71-411 81 EQUAL EQUAL PLAN IFOUNDATION L SCALE: 1/4" V -0" 15, SHEET NO: 541-011 Lo a- F x BID & PERMIT SET q3'-3Ys° :2:2' 502, 502„ Bye„ 502„ 502„ 5.012 BY2 5021, 5Y2 5Y2„ S'-4021, I'-10" 8'-5" 2'-8" 17'-i" 55'-02 151-61, 1.-- --- ------ -- -- ---- ---------- - - ---------- - --- - -- -- - --- --- -- ---- - C-/ 41_8 3_q EQUAL EQUAL p =ry! ----- cp O 5EE FOUNDATION PLAN - SHT ! W FOR TERRACE DIMENVON5 o 9,1 Lu w A-17 - - --- -- 3' -I 5LA8 -- -i-- - - -- - - - - - - ---- --- --- -- z = 18 - -- -- — -- -- - -- ---� Lmj100 DN - — I I I _ LuI VIPB'-1 ji I E D DN - - TER12 Q GE 11 10 54QCONG -0'N ANE 6 LINE SEE SIHT #SP FoR I AMM ITI0 INFO. 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FURR OUT WALL j 4X8 COL AR TIE DN %> z TI C W/I_2X10 R q T EACH 2X8 GJ f E IDE OF TIE W/4-3/4" MB AT 1 d � cn TYPICALfT 4 LOG. : 12 1 1 j CHANGE IN GL w _ 1 O w 36" H WALL W/ I B-1 5/4 X b WOOD - P 8 ujGAP I TILE = i —4 — X I — m _ — PRO IDE 4-2X6 INC PO PROVIDE 4-2X6 KING POST FULL HT OF GAM L AT 3-2X6 OS FULL HT OF GAMBREL AT 3-2X6 POST - --------W45 DE OF WIN W TYPIGA I 3-2X10 HD VER MAIN TYPICAL EA SIDE OF WINDOW — N N O 2-2X10 O UPPER _ O I OI DQ X _ _ _ _ __ _ WIN WS =cv _ _ _ — - -- - - - - - - -- to 3-2X1 HD VLR MAIN - m I = c4 3-2X10 HD MAIN " b RECREATION RM = I �; WIN i J -- WIN 5 Q - i 2-2 10 O UPPER N F TPINDIN6 3-2X6 P 2-2X10 O II? UPPER - HARD OD FLOOR tldl! 6 IGH RAILING " WIN �^ISi i WIND 05 O. 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GUTTER I CHECKED BY: SCALE: NTS SCALE: NTS I I NS ' I I DATE: JUNE 15, 2020 - - - - - - - - - - - - ' 36'-0.. , SCALE: 1/411 _ IDE 5/4" CORNER SHEET TITLE: BOARZro PRIMED AND ROO F PAINTED PAINTED —PAINTEDNG PRIMED AND PLAN X I I ROOF Pr'& LA'ikmm MARVIN AWNING WINDOW SCALE: 1/4" = V -0" MODEL-NO. V~2420. CUPOLA IDE ALL REQUIRED DETAILS I STRAPPING PER CODE. I — I SHEET NO: Ll - - - - 3._2... - - - - O1 CUPOLA PLAN SCALE: NTS BID & PERMIT SET 4 12 10 CLAD FlAw WINDOW CUSTOM CUPOLA V4/&RII I SIM DETAILS AND %x4" PVC SHEET CASING, AND 2' SILL #4 CEDAR SHINSLE ROOFING, PER, Ix8 PVC RAKE BOARD CLAD Fl>an7 P41NVOA SPECS ON LATH UNDE11ZI.AYMENT ON r,5 C2N viAx4 MM PVIX6 MIP7F pV&RII I F AND %xb" PVC %* PLYV0 ON RjAFTERS, PER. 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IL All AS BASEMENT TOP OF SLAB - - - - -- -- - - - - -- NORTH ELENIVARkTIO 'No — — — — — — — — — — - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - -- - — — — — ——— — — — - — — — — — — — — — — — - - 4- - - -- - - -- - -- - - --- --- - - - -+- - -- - - - - - - - - - - J SCALE: 1/4" = 1' -0" BID & PERMIT SET 1 4 CUSTOM CUPOLA C A SEE DETAILS pp SHAT 04 9 7 i PECS on" myev 1 --` FIM PLAN Ix8 PVC RAKE BOARD — �� w/Ix4 TRIM NVIX6 FRIEZE - BD — -- - Lu rr6PdG FA56tA -BOAR - Ixb PYG FASCIA BOARD -- -- TOP OF PL DORMER I a. W/HALF ROUND GUTTER O TOP OF PL 5/4X8 PVG FRIEZE v C AND 4x6" PVC CASING d w 2" SILL OL z � 6 \ / CEDAR SHINGLE ROOFING G_ AR 51-11146 ROOFI � ON LATH ON CURVED _ TOP OF SUBFLR 2ND FLOOR LO� G APER ON YID. cf) RAFTER TAIL5 SHEA TOP OF PL ui — — 2ND FLOOR TOP OF SUBFLR 4 j j/////// _ — _ _ _ IXI2 PVC FRIEZE d 8 I/2"GROWN FR TOP OF PL AT MUDROOM OF Ix8 PVC FASCIA BOARD All L — — — W/HALF ROUND GUTTER r I Ixl2 PVC FRIEZE PROVIDE BLOCKING j I TO RUN FRIEZE OVER TOP OF WINDOWS PAPER. O a _ A A O ' I MUD ROOM 5/4X6 PVC TRIM ° O TERRACE r I SEE SECTION I STONE PAVERS ON FOR ADD INFO TE FLARE 5HINGLES AROUND SEE GONG. SLAB / I110. ON PERIMETER OF ALL WALLS (EXCEPT ON PORCHES) -WAW 6A55L.UE-STONE TREADS TOP OF SUBFLR ! Iaj w/BLOGKING ®Ib" o% FI EXHAUST — d BRICK RISERS , _ _ TOP OF SUBFLR IST FLOOR UDROOM ; — �- ����' ,// ! mollTOP OF ONG. WALL TOP OF 5LAB / / ' i i��/�AT GARAGE / %/�%�/// �/�/// 51UC.G0 FINISH O GRWL SFACE 8" THD. POURED GONG.--� I I IPOURED GONG. STAIR L O I OU -8 THK. POURED GONG. / I FOUNDATION WALL. I I I BASEMENT WINDOW �� _ C ITO BASEMENT WBRICK AREAWAY I I TERRACE WALL ' OWWC CQ all THD. POURED GONG. BASEMENT WALL. I co I w TOP OF SLAB BASEMENT Ejgwk%1bT ELE YAT101mm GAR A GE SCALE: 1/4" = V -011 ELEVAOTRi 'm SCALE: 1/4" = V -0-1 1 4 B A C otS Z. CUSTOM CUPOLA co Q SIE DETAILS U in SHEET 04 J o Y ti ~El8 o -- I - W -j- 'LLL), z w Z LL W• ul M u v CC Q u O i0 -- C W• N =L) n F ■ Q �-•• U m ® (n U)• TOP OF PL TOP OF PL Ixb PVC FASCIA BOARD -IFTIE 5/4X8 PVC, FRIEZE "ALF ROUND GUTTER 5/4X8 PVC FRIEZE w GLAD WINDOW w/GRILLES I H 11 'tp�, �"a p AND s/4xb" PVC, CASING d O 2" SILL \ // � ON a SROOF ON UNDERLAYMENT 2ND FLOOR TOP OF SUBFLR CEDAR SHINGLE ROOFING TOP OF SUBFLR ON LATH ON CURVED ROOF DECK :2ND FLOORRAFTER TAILS TOP OF PL + TOP OF PL /� IXI2 PVG FRIEZE d 3 I/2 G 18 Ix8 PVC FASCIA BOARD PROJEJ T NO: 1705 "ALF ROUND GUTTER I CASED BM W/ IXI2 PWG IXI2 PVC FRIEZE d 3 1/2"GROWN I d 5 1/2"GROWN DRAWN BY: NS 12" DIA PRE-CASE FIBERGLASS - ' M D ROOM COLUMNS WITH BASE d GAP YV CHECKED BY: / \ o / \ O O A POST CLAMPS TOP d BOTTOM CHECKED S / \ Fff] EE �IONFO i I STONE PAVERS ON DATE: /SOLI ANEL \ TERRACZ I GO . SLAB JUNE 15 2020 \ D / STONE PAVERS ON I % S O G. ' FLARE SHINGLES AROUND GONG. SLAB F!APER. ON %• FLYINIXSCALE: PERIMETER = 1' - O" PERIMETER OF ALL M-1-5 MUD ROOM TOP OF SUBFLR (EXCEPT I NPORGIES) �� %/%%/ SHEET TITLE: \ / w/BLOGKIN6 ®Ib" o% i3m/0' ',�/;'%/� i ��� j/��/i%�// - /i / j j 77 . o �� /� . STUCCO FINI51-!TOP OF SLAB STUCCO FINISH � i /i"/ / / i I GRLSFG TOE � I BLUE-STONE 5 I I E L EVAT I O N ICKRISERS d BRICK RI THD. POURED ONG. - _ FOUNDATION WALL. _ I WBRICK AREAWAY > 8" THD. POURED GONG11111 MIL . up —r—T] BASEMENT WALL. I SHEET NO: WESOPF E L EVA"I'l 0 IRMO G RAG E- SCALE: 1/4" = V -0" Lam WESmPF— — — — I ELEVIDIT 1 SCALE: 1/4" = l' -O" BID & PERMIT SET 3- II 7/8" RIDGE SPRAY FOAM 4 BATT INSUL AS PER SPEC 3- II 7/8" RIDGE 2X10 R.R. AT Ib" OG - TYPICAL SIMILAR I/2" GYP BD WITH I/2" BEAD BD CEDAR SHINGLE ROOFING PER '`'\ 1/2" GYP BD WITH l.'-" BEAD BD AT 4' G 0CYi/CAT D L BEAM SPECS ON LATH UNDERLAYMENT PANEL'& W/GA5EE- �:X BEAM 2 1 AT 4' +/- OG AT ALL 2ND FL Lu BEDROOMS 2-2X10 RIDGE--- ON 5/4" PLYWD ON RAFTERS PER '7 \ AT 4' +/- OG AT AI.:_ 2ND FL I BEDROOMS cc 2X10 R.R. AT Ib OG - TYPICAL PLAN \\ 13 13 Luuu = HALF ROUND ALUM �I - --- GUTTER \_+_ ___=--_ TOP OF FLATS HALF ROUND I , ----- / 1 ALUM GUTTER I'_o / \ „ - _ 1------- - — -11 1/2" LVL / -- ` " ' ON 2xb OVERHAN(5 --- - ------ 2X8 GJ AT Ib O -__ _-- - ------ ------------ ---- - 3-2XIO HDR / / �- - 1,=---_-- � (� � li '• SUBFASGIA U IX4 GA51 NG AT II j K J�" BEAD BD PVG SOFFIT GLAD FRENCH / I I ` ALL DRS 8 - - I - I �Ii� DOORS / \ / 1 Ix8 PVG FRIEZE. PROVIDE WINDOWS AS TILE SHOWER j BLOCKING TO RUN FRIEZE / \ PER SPEC TE W/ GLA55 1E E1 LINE OF ROOF BEYOND— --y� - 2 ` y�/ 1/2" WR GYP BD = p = OVER TOP WINDOW CASINGS '1 f`O ENCLOSURE 2 W/ , 1 W/ 3 I/2" PVC GROWN AL \ MOULDING / 1 GLC. L WALLS d 9tuND TT IN L Room / dJ J��T�� ��INSU � SEE 5HT #I-1 - co TT I I�1C74� FOR ADD. INFO PVC DECORATIVE WD FINISH FLOORI UJI RAILING AS PER SPEC / / j " FINISH FLOORI \ / .2 YP BD AT WALL 6 SHINGLE 51DIN6 PER SPECS I YP BD AT WALL G ON BLDG. PAPER ON 3/8" FI 151-► - \ / ` PLYWD. SHEATHING ON PL WD. TILE F ON MUD 2xb®I6" WALL FRAMING, / F MING PER PLANS, BASE N 3/4" W 14X82 STL AM / b" BATT INSUL (SOUND) ` w/INSULATION PER SPECS PLY SUBFL WIBLOGKING WEB / I TOF OF SUBFLR, G / TOP OF PLATE O ol I/2" GYP BD AT ALL i/2"XIb" APB DECORATIVE COFFERED ,. 5 4 G NG WALL EILI CEILING I _ -50 CEmNS -- SPRAY FOAM INSUL /2"-BEAT�ED-BD-P?`NE ix8 PVG FASCIA w/GUTTERS AS PER SPEC PER SPEC, PS/BEADED BD PVG l... I/2" GYP BD AT ALLILI= _J _ Ll SOFFIT BELOW Ixl2 FRIEZE BOARD w WALL5 d CEILING /4" PVC SPRUNG Q1/21, TJI/230 ®Ib" OG :ILL GROWN 0 z Q O IIJ W <ITGHEN DININ AREA SITTIN AREA o � o MUD DOOM/ ALL CABINETRY BY 5LIDIN� A55 DR 5LIDIN A55 DR DBL HUNG WINDOW W/ z O LAUNDRY, d) CASED OPENIia j 5/4X b TRIM a I/2" TJI/230 ®I6" OG + I FLARE SHINGLES AROUND Q FINISH WOOD FLOORING OWN g/4" (EXGIEPTON PORCHEMETER OF ALL S)TILE FL ON MUD PLYWD. 5UBFLOOR ON I I/a I j j w/BLOGKING ®I6" o% BASE ON 3/4 TJI/560 w/BRIDGING PER j j i _ PLYWD SUBFL SPECS TOP OF SUBFLR od TOF OF MUD SILL z 1/2" M.R. GYP BD STUCCO FINISH a INSULATION PER—/ INSULATION PER— SPECSJ ° M SPECS W IOX30 STL BEAM W IOX30 STL BEAM 8 m PpGONG. \\/\ \ \ 0 o ON 4 O.D. STL ON 4 O.D. STL FOUNDATION WALL w/#5 REB R - \ \ \ \ W '�• Z W GR Y�IL S G 3/4" THK. PLYWD. STIFFENER, COLUMN �3 S M 1�T COLUMN ®12" VERTICALLY, 24" / -3 w uN do BOTH SIDES WEB OF TJI'S HORIZONTALLY, w/36" SPLIG AND �/\ W• a N (D M 2" CONCRE AT BEARING POINTS (TYP) Ln 0 COVER SLAB PER SPECIFICATIONS, w/LIOU D = N APPLIED DAMPPROOFIN6 10"x24" POURED CONC. FOOTING SET ON UNDISTURBED 501E 4" THK. GONG. SLAB, w/(5)#5 CONTINUOUS REBAR REINFORCED toxo W.W. \\ \\ \\ \\ \\ \ \ \ \ .•• \ \ \ L ..� M TOP OF S oI`tic 'r• -a: 1: ` s Q / �c / / / / / / / / / / / / / / / / / �'/ / / / / / / / / / / / / / / / / / / / / / / \\/ /\\/\\/\\ /Pl\/ \/\\/\\/\\/\\/\\/\\/\\/\\ \\/\\/ ROE NO.: 1705 DRAWN BY: NS U I D I H 10 CHECKED BY: NS SCALE: 3/8" = V -0" DATE- JUNE 15, 2020 SCALE: 3/8" = 1'-0" SHEET TITLE: BUILDING SECTION "A„ SHEET NO: BID PERMIT SET uo 2-11 7/5" LVL RIDGE Lu uJ SPRAY FOAM 4 BATT IN5UL Z AS PER SPEC PERM CEDAR SHINGLE ROOFING PER co 5FE05 ON LATH UNDERLAt*MENT SIMILAR 7 ON 5/4" PLYPO ON RAFTERS PER NOTE: SEE BUILDING SECTION PLAN "A" FOR MORE INFORMATION Z IN THIS AREA �13.,) 13 1/2" C7YF ED WITH 1/2" BEAD 5D —TYPICAL ROOF > PANEL'ry YV0A5ED 2X BEAM AT 4' +/- 00 4X8 COLLAR TIE YVI-2XI0 RR AT EACH SIDE OF TIE YV4-514" ME3 2" FROM EA EDGE TOP OF PLATE REC.,REATION ROOM Ixb PVC FASCIA BO RD ON 2x6 OVERHANG z FRENCH V OR B-1 IFRENCH DOOR— BEAD 5p Pvc ceFFIT JJ EO W5FA501A Ixa PVC FRIEZE. PROVIDE BLOCKING TO RUN FRIEZE SOLID PANEL OVER TOP WINDOW 4�ASINC75 L_J L___� L_ ROOF Eci< YV 5 1/2" Pvc CIROV,4 f--515" H16H PVC. MOULDING RAILING - SEE SPEC, 56" H RAILING mum \7 SHINGLE SIDING PE SPECS ON--- SEE SPEC LAJ BLDG. PAPER ON %T PLYYV. TOP OF S(JBFLP, 5HEATHINrz, ON 2x6alb" WALL FiNp Ov_r-_Loo641 ON-5/4 2-2X6 CASED K/ FRAMING, vi/INSULATION PER PL YI i�=52 R�o �_IX4 IFE INC ON :2x PER-5 K— - 5FLO0 CAP- ftl(9N 5PECIS 14"T.Ji/560 Yq/BPIDC71N(5 PER FASCIA LLJ Lu SPECS YO TOP OF SUE3FLF, -1" BATT INWL LT—OP af-=—DECK ON 2>(4_A::�UT_AITH l!_p_I[Tc1 J E30T OF FRIEZE TOP OF PLATE LAYERS OF 5/5" 5PI;;ZAY FOAf+fN5UL-- SPRAY FOAM INSUL TYPE "X" GYP E30AFZD PER SPELol = I M. j AS PER SPEC I F--] 11/2"dsly-p 00,1, 1/2" GYP ED AT AL IxD PVC FA501 UTTERS EILINC7 WALLS 4 CEILING E 2 50 PVC 5/4" THK. PLYAD. STIFFENER, IBEADE T.JI/ 1/21, TJI/256 01(oll oc, �T ALL PER SPEC, SOFFIT BELOW 4 IxI:a FRIEZE BOTH 51DES M5 OF TJI'5 i it POCK-Ef DOOR -FRENCH DOOR od z BOARD v414" PVC 5FRUN& AT BEARING POINTS (TYP) GROWN LIN co <. c" 1 MUD MUD ROOM/ TYPE "XII C71flp 5r;) AT ALL WALLS LAUNDR"'r a dLu 6ARA6E INSULATION PER z SPE05 z u. EPDXY FLOOR FAINT @it'll ufn cl 14211 TJ/�5�' Lu. U, cl 1/2" T,114250 @I(oll oc C4 a to TILE FL (�N��Uv ui. 0 I TGHEN TILE FL ON MUD L FLARE 5HIN61LE5 ARVUND 15, BASE ON 5/411 PERIMETER OF ALL MALLS LL PLY1,60 5UBFL SEE SECTION "A" PLYWD (EXCEPT ON PORCHE 4" THK. CONC. SLAB REINF. Y416xb, U TOP OF SUE3FLR SUBFL W15LOCKIN6 @16" o11T` 1% MM. PROVIDE CONTROL 1 1 jj,� -- ------ u) cn. I/ JOINT5- PITCH TO DOOR Mr 70F OF SLAE3 C.,R A N L SPACE. • 7,. *.7;? 77777\ I\\ • INSULATION FERJ X \\/ \\ \ / \ \ \X"-. , / [1 2-#4 REBAR x x X SPECS X XN\\�// X//, \<N\\l I #4 REBAP DOWELS AT 24" OC - 12" LONG NL SPACE C,R A OF tiE;V X Yilb" EME3EVED INTO �Z X X/ 2" CONC. COVER FOUNDATION XN/� X SLAB 2" CONC. COVER SLAB N X ,\ X BASEMEN7 1\X 1\\xz z X V X X� M \M/ x/ X/ �\//\//\//\//\//\//\//\//\//\//\//\//\//\//\// X i X ROJE(190.: N 1705 x DRAWN BY: NS //\//�%�\/�\//\� CHECKED BY: NS X X 10 N I LDIN E 10 N BSCALE. 3/8 V -0" B-1 SCALE: 3/8" = V -0" DATE' JUNE 15, 2020 A A A /I SCALE: 3/8" = 11-011 SHEET TITLE: BUILDING SECTION "B" SHEET NO: BID & PERMIT SET 3 13 �---\ 3-II 1/8" LVL RIDGE _ 5/4" PLYWOOD SHEATHIN 3- I6 LVL RIDGE BE,u M W/ICE AND WATER SHELD SPRAY FOAM d BATT INSUL 4 LEAD COATED COPPER AS PER SPEC ROOFING 1x8FI RAKE BOA '.:.: >. :,•..,.:.. .: - ..,. :-. :.:::;:.:;; .:. ; ,'.: ..: :.:,., :. - - -- - - - - -- --. - - --_ .. - - - - W/IX3 TRIM 2X10 R.R. AT Ib" OG % CEDAR SHINGLE ROOFING PER F-- ROOF BEYOND \ SPECS ON LATH UNDERLAYMENT BETWEEN 5 1/2"XQ 1/4" 7 / ON 5/4" PLYWD ON RAFTERS PER I ER 6 _-_-----_-__---_- —_-- ® LVL CURVED G RD PLAN NEW ` • i �\\ O 2-2X10 HDR ' ! 3-2x8 HDR /2" GYP BD WITH 1/2" BEAD BDi' 5-II 1/8" LVL W/2-I/2"XII" 1/12" GYP BD WITH 1/2" BEAD BD LIM i FIXED WINDOW PANEL'G W/CASED 2X BEAMSTL PLATE F ANEL'G W/CA5ED 2X BATTENS HALF ROUND ALUM - - - -- ----- __=—=--- ------ 1 A'1' 4' +/- OG GUTTER AT 4 +/- oc � TOP OF PLATE ---- - --- - _--- - - -- ------- IX BUILT U LIGHT COVE Ixb PVC FASCIA BOARD 5-2XIO HDRlark- 2X8 GJ ® 16" OG I/2' GYP BD CEILING ! CASEMENT WINDO V` BATT INSUL (SOUND) 3 I/2" GROWN MOULDING W/IX4 CASING Yz" BEAD BD PVG SOFFIT 1/2" GYP BD STAIR HALL BLOCK NGRTO RUN PFRIEZE E J �T It� OVER TOP WINDOW CASINGS DBL HUNG WINDOW 5EI�DOOM #2 Nv 5 1/2" PVC GROWN 5/4X b TRIM i MASTER 56 HIGH WOOD WD FINISH FLOORING MOULDING O, ��nRaoM RAILING - SEE SPEC dJ I � WD FINISH FLOORING SHINGLE SIDING PER SPECS FINISH WOOD FLOORING ON /4 ON BLDG. PAPER ON PLYWD. SUBFLOOR ON b BATT INSUL (SOUND) PLYWD. SHEATHING ON 14"TJI/560 w/BRIDGING . m 2xb®I6" WALL FRAMING, SPECS w/INSULATIONPERSPECS TOP OF SUBFLR TOP OF PLATE Z 1/2" GYP BD AT ALL—J WALL5 b CEILING I -6 DECORATIVE COFFERED 3�( HK. PLYWD. STIFFENER, I/2" GYP BD ILIN6 W Ixb PVC FASCIA Y4/GUTTERS PER 130 51DES WEB OF Til 15 1/2" BEADED PANEL SPEC, w/BEADED BD PVC SOFFIT T BE-ARING POINTS (TYP) BELOW 4% x12 FRIEZE BOARD CLOSET E INTR'r w/4" PVC SPRUNG GROWN O 5/4X b TRIM BEDROOM SADDSITION STAIR FOR MED I A ROOM GUEST PV FINISH FLOORING D O Q WD FINISH FLOORING INFORMATION O O O UJI W 1/2" GYP BD AT WALL 4 GLG - — DBL HUNG WINDOW W/ Q i. 5/4X 6 TRIM I � FINISH WOOD FLOORING ON 5/4" i FINISH WOOD FLOORING ON 5/4" PLYWD. SUBFLOOR ON PLYWD. SUBFLOOR ON � 14"TJI/560 Y4/BRIDGING PER 14"TJI/560 vi/BRIDGING PER LARE SHINGLES 2" ON SPECS SPECS BLOCKING (TYP) - TOP OF SUE3F R -- — -- — l otS Z _ TOP OF MUD SILL .• -----�/2" MR GYP B .:. � Q' M W IOX50 5TL BEAM 5-11 "1 LVL I LAYER 5/8" TYPE ".: INSULATION PER— SPECS ER I 2X6 STUD WALL a o M ON 4 O.D. STL ! X GYP BD AT \� \ \ o > „ SPECS COLUMN I BEARING WALL STUD WALLS 4 GLG \ \ \ \ \ W J• W '" 5/4 THK. PLYWD. STIFFENER, R-la BATT INSUL �,{ t�I I = Z \/\\ \/\\/\ :k. BOTH SIDES WEB OF TJI S I I'I �i I�t I GL /\\/\\/\\/\/ Lu / \ .. AT SEARING POINTS (TYP) L. ASE ME I�T I ROOM 2 W• a N °= M 8" THK. POURED GONG. I moo' Q H 012" VERTICALLY, 24f REBAR \ :. HORIZONTALLY, w/Bb SPLICE AND / ::...:: PER SPECIFICATIONS, w/LIQUID -- � ! :;•,., \\/\\/\\/\\ � 4�THK. GONLIED MG�. SLAB N6 I \/ \\ REINFORCED I \\/ / / �(o /\/\/\ TOP OF SLS \ \ \ \ \ \ OF NEIV r // x ,\\\ / // / �\7\71 /// v PROJ NO.: 1705 DRAWN BY: NS IL CHECKED BY: NS U I D 1 %fro %o 10 SCALE:3/8" = V -0" DATEJUNE 15, 2020 SCALE: 3/8" = 1'-0" SHEET TITLE: BUILDING SECTION „C,. SHEET NO: BID & PERMIT SET 2XI0 RR AT 16" 00 SIMILAR SPRAY FOAM 4 BATT INSUL 3 AS PER SPEC 13 CEDAR SHINGLE ROOFING PER SPECS ON LATH UNDERLAYMENT ON 5/4" PLY160 ON RAFTERS PER PLAN 3FPVC RAKE 130k,RV kIVIX5 TRIM UJ1/2" &YP ED AT CEILIN6 ONLY BEAD BD PVC -.'o-OFFIT ATT I C, 5 7 77\- 9!� .2-2XIO HDR 2-2XIO HDR --------- —FIXED Y41NDON —1/21, PLYM NBLL 1/2" BATT 5 FIXED WINDOW LU 2x8 GJ AT 16" 00 5-2XI0 HDR I 5-2XI0 HDR Lu 5 1/2" BATT INSUL i I'i IIS' h (SOUND) III DBL HUNG WINDOWVV BED R80M #5 BATHROOOM #1 BED OO MI #2 -DBL HUNG Y41NDOY4 YV 5/4X b TRIM YO FINISH I.LOORINS SEE SHEET # 16 F N15H FLOC IN67 1/2" 67yp ED — WALL 4 CL& /2" 6YPYO ED AT CL& 5/4X b TRIM 1/2.. INR c7yp Bp AT ALL YiALL5 4 FINISH HOOD FLOORIN& C q 5/4" V' BATT NSUL (SOUND) TILE FL ON MUD-- PL*l'M- WEIFLO R ON I Me ' SHINGLE SIDING PER SPECS BASE ON 5/4" TJli C HIBRIVeIN6 PER - Ix5 PVC FASCIA ON BLDG. PAPER ON %" I - —PLYyo 5UBFL SPE 5 . I ON 2x6 OVERHANG7BOARD PLY160. SHEATHING ON SUBFASCIA 2x6ol6ll HALL FRAM N6, = I I vi/INSULATION PER SPECS TOP OF PLATE 5-2XI0 HEADER 16 AWN& DECORATIVE COFFERED V�ECORATIVE COFFERED HALF ROUND ALUM 5-11 1/5" LVL HDR GUTTER FIXED TRANSOM CEILING CEILING WINDOW 1/2" GYP BV CEILING Vi 142" 67YF 5V CEILING A " BEAD 5V PVC SOFFIT 1/2" BEADED 5V PANEL 1/2" BEADED BD PANEL lxI2 PVC FRIEZE. PROVIDE z -51/2" GROWN MOULDING 5 1/2" GROWN MOULDING BLOCKING TO RUN FRIEZE CONT. AROUND CL6 PANEL CONT. AROUND 01-6 PANEL OVER TOP WINDOW CASINGSo DBL HUNG WINDOW A/ YV 5 1/2" PVC, GROWN 5/4X 6 TRIM MOULDING Lu MED I A ROOM = 51 T71 NO AREA 4 PANEL GLIDING Lu 100 FINISH FLOORINS VV FINISH FLOORIN& DOOR vi IX(o CASING 1 1/2" THK BLUESTONE PAVERS WITH 12" X& LONG TREAD BORDER 5 ON 4" CONC. SLAB FINISH WOOD FLOORING ON 5/411 REIFORCED K/ SP-5 PLYAD. 5UBFLOOR ON 11'/7a" H/bxb, 10/10 KA.M. T-JI/BbO WBRID&Nry PEP, 5PE05 70F OF 5UBFLR od z- 1/21, M.R. c7yp BD < Yi 10>00 1/21, M.R. Gyp ED I LAYER 5/5" TYPE Ln cf) "X11 6 INSULATION PER CD X -,%rl= ED AT A\ T07 SPECS \\j�/\\/\\/\\/\\ ...:' STUD WALLS 4 CL,67 x Li g >1 E LLJ ff! LL FOUNDATION HALL wAS RMAR Lu- \�x 5" THK. POURED GONG. x DBL FLUSH DOORS @12" \-,IERTICALLY, 2411 CD Lo 0 Nt MECHANICAL ROOM HORIZONTALLY, H/56" SPLIC.E AND VLu. BASEMEN7 //\//\//\//\//\//\//\//\/ U r- PER SPECIFICATIONS, WLIOUID X APPLIED VAMPPROI < F-- /A STL PIPE \\ \ \ COLUMN TYPICAL 411 /X THK. CONC. 5LAB, REINFORCED W.W.M. X X, x X OF New . �x K x \. .\ \\ \. . .\.. .:\ \. X \ \R�Xlx//�/\� x X X , X�N\ � x \\i\\i\\i\\/\ �x X// X//, x/\\1 \\ \\ \\ \\ \\ \\ �\ \\ \\ �\ \\ \\ �\ \\ \\ \\ \\/\\ � \/\\/\\/ / / x X , X /\i\iii\i\i\i\i\i\i\i\i\i\i\i\i\i\/\i\i\i\i\i\i\i��\i\i\i\i\i\i\i\i\i\i\i /\i\i olkoir NO.:1705 DRAWN BY: NS U I CHECKED BY: NS 'SCALE: 3/8" V .0" DATE*j UNE 15, 2020 SCALE: 3/8" = 11-011 SHEET TITLE: BUILDING SECTION vvDvl SHEET NO: BID & PERMIT SET ( 33 51MILAR 5/4" PLYWOOD 5HEATHIN - - - - -- - NICE AND WATER 5HELD 8 LEAD OATED OPPER "?+ ROOFING . _. CEDAR SHINGLE ROOFING PER 12 \' SPE05 ON LATH UNDERL.AYMENT '`{r- ` 2X10 R.R. AT 16" BETWEEN 5 1/2"Xa 1/4" A ON V PLYWD ON RAFTERS PER s (� PLAN ' VL CURVED GIRDER Ix8 PVC, RAKE BOARD a`L � X ......:. . : :. >•. .. . .. . x8 PVC, RAKE BOARD Y2.. BEAD BD F%/C, SOFFIT � - - -----_.--_wIX5 TRIM -2X8�lDR — 5-2X8 HDR-- FIXED WINDOP". ATTIC, SFACE FIXED WINDOW I/2 M.R. GYP BD GLG—4LINE OF ------ - -- --- - -- --—— - - BEYOND GLC---- -----`--- -\--- -- (J) z E2X8 GJ AT I6" OG Ys° BEAD BD PVC, SOFFIT — ------------------------------ ---------------- ---- -------------- ---- \_� Lu 3-2X10 HDR 3-2X10 HDR MASTER MASTER BATHROOM CeLOSET OPEN TO SEE SHT #17 WD FINISH FLOORING 1/2" GYP BD AT WALL 4 GLC, ENTR)"OVSTAIR HALL DBL HUNG WINDOW W/ SEE SHEET #14 FOR ADDITIONAL INFO DBL HUNG WINDOW W/ 5/4X b TRIM FINISH WOOD FLOORING ON 5/4X b TRIM PLYWD. SUBFLOOR ON 113a" 2X10 RR AT I6" OG W/ T,11/560 W/BRIDGING PER - SPECS 36"H WD RAILING STANDING SEAM METAL � LE FL ON MUD b BATT INSUL (SOUND) SEE SPEC ROOF ON 5/4" PLYWD ON AS ON 5/4" APPROVED UNDERLAYMENT Y Ix8 PVC, FASCIA BOARD Z 12 ON 2x6 OVERHANG O 5UBFASGIA W/ HALF ROUND TOP OF LATE I M STAIR 4 +/ ALUM GUTTER -- LANDING <-2XIO GJ AT I6" OG-4 TOP OF BM Q 3-II ?/8" L HDR ' DEGORATIYE COFFERED N i -II "I/8 LVL BM CEILING 2X6 ® 12" OG 1/2" GYP BD OMLING W __ _ __ __ EAD BD PANEL 1/2" BEADED M PANEL W/BATTENS AT GLG 5 1/2" GROWN NOULDING 12" DIA PRE-CAST ROUND Q 0 CONT. AROUND GLG PANEL N COLUMN IAM50AN BASE W p DR TO d GAP QBASEMENT 13 DOOR L{GX-IDINC7— lo GASING p I M I O ARF-A O GOYfi� I7 6 STAIRIL POG SP-5 !X LANDING 1 1/2" THK BLUESTONE Lu} ENTRY DOOR d 51DELITE5 PAVERS WITH 12" X8' LONG TREAD BORDER FINISH WOOD FLOORING ON 5/4ON 4" GONG. SLAB 1 1/2" THK BLUESTONE PLYWD. 5UBFLOOR ON II?/8" REIFORGED W/ PAVERS WITH 12" X8' TJI/560 W/BRIDGING PER W/6xb, 10/10 W.W.M. 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SLAB FIN15H WOO FLOORING ON ON 4 GONG. SLAB REIFOZCED YV PLYWD. 5U0LOOR ON IIla" I PLYWD SUBFL SP-5 REIFORGED W/ w w/ /bxb, 10/10 W.W.M. TJI/560 B IDGIN& PER 3-!1 7/8" LVL W/ P4/6x6, 10/10 W.W.M. SPECS I 2-5/4"X 11" 5TL PL Vlt TCP OF BFLR - T -7 - •• a BRICK VENEER PAGING N \ \ \ M FI Y .. NISHED GRAD J r_ .. E ������� W IOX50 11 \ \ - o ow • ••• -i` // / / / / U7 M \/ • : ti LLJ \/\ ./�/./�/. /.�/ \/ \/ a o ` 2-#4 REBAR 4 REBAR DOWELS \ / / W J. W z INSULATION PER SAEl T 24. OG - 12 LONG, \ \ \ \ a Z /� #4 REBAR DOWELS SPECS / W/6" EMBEDED INTO / / / / / W• W / / \/ 11 12" 1 /\/FOUNDATION �� / _ Q o co \ /�\ : •�.'' A b EMBEDED INTO G W• N = M FOUNDATION 55 M I T M //\//\ 8 POURED GONG. //\// \ \ /\/ cn cn /\/ F CATION WALL w/#S REBAR /\/\/\/\/\ \\ \\ \\ \\ \\ \\ SPLICEA ®12" VERTICALLY, 24" " \\ \\ \\ \\ \\ \ // PER 5PEGIFIGATIONS, vw/LIOUID COL MN D. TL PIPE TYPIGAL 11 / // /� // \\/\\/\\/\\/\/\\/\ APP-IED DAMPPROOFIN6 REINFORCED . 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PAPER ON 5/a" \ PLYWD. SHEATHING ON \ Ix8 PVC FRIEZE. PROVIDE 11 AT 4 +/- OG AT ALL 2ND FL \ j BLOCKING TO RUN FRIEZE 2X10 RAFTERS ®I6 C)G BEDROOMS 2x6®16" WALL FRAMING, \\ \ OVER TOP WINDOW CA51NC75 w/INSULATION PER 5PE05 \ W/ 5 1/2" PVC GROWN IL MOULDING Sr—GOND 2x6®16" WALL FRAMING w/ FLOOR \\ \\ � } FLOOR C.PER 5PEG5, GLAD WINDOW AND 5/4x6" \ \ Q PVC CASING AND 2" SILL \ \ W FLOOR = LINE OF GAMBREL EYO \ \ LAD IL WINDOW AND 5/4x6" O \ \\ PVC CASING AND 2" SILL + Q \\ \ \ z \ O \ FINISH WOOD FLOORING ON I.L. CEDAR 5H I NGLE ROOFING \\ CEDAR 5H I NGLE ROOFING PER 5/4" PLYWD. SUBFLOOR ONCEDAR 5H I NGLE ROOFING PER Q ON LATH ON CURVED FINISH WOOD FLOG Iii ON 5PEG5 ON UN DERLAYMENT II-/8"/560 TJI AT 16" OG 5PEG5 ON UN DERLAYMENT C FINISH WOOD FLOORING ON RAFTER TAILS 5/4" PLYWD. SUBFLO RON \ -6 ON 5/4" PLYWD ON RAFTERS PER w/BRIDGING PER SPECS 1-611 ON 5/4" PLYWD ON RAFTERS P c 5/4"�PLYWD. 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SHEATHING ON IIS/8"/560 TJI AT 16" OG PLYWD. 5HEATHIIN6 ON w/BRIDGING PER SPECS 2x6a16" WALL FRAMING, vi/BRIDGING PER 5PE05 2x6@16" WALL FRAMING, vi/BRIDGING PER SPEGS 2x6a16" WALL F=RAMING, w/INSULATION PER SPECS w/INSULATION PER SPECS vi/INSULATION PER SPECS TOP OF sl TOP OF TOP OF SUBFL FLARE SHINGLES AROUND 5UBFL FLARE SHINGLES AROUND 5UBFL FLARE SHINGLES AROUND PERIMETER OF ALL WALLS PERIMETER OF ALL WALLS PERIMETER OF ALL WALLS (EXCEPT ON PORCHES) (EXCEPT ON PORCHES) (EXCEPT ON PORCHES) BOT OF FJ f7m w/BLOCKING ®I6" o% BOT OF FJ w/BLOCKING ®I6" o% BOT OF FJ 4 Y4/BLOCKING alb" o% , n.{r•. ' 51 LL FLASHING �.{f•. : SILL FLASHING n f► SILL FLASHING •" :• a 1/2 MR GYP BD ' f .. • I/2" MR GYP B .l���i�: 1/2 MR GYP BD INSULATION PER SPECS t (2) #5 REBAR, CONTINUOUS tr:.'.: 2) #5 REBAR, CONTINUOUS tr.•i. (2) #5 REBAR, CONTINUOUS 1'ROJT NO: 1705 - INSULATION PER SPECS :;I I ::il`, :'• • STUCCO FIN 15H STUCCO FINISH INSULATION PER SPEGS STUCCO FINISH 5 " ��.': 5/4" THK. PLYWD. STIFFENER .jtyF :; 5 " 'r DRAWN BY: /4 THK. PLYWD. STIFFENER, ::.�t7r:,: /4 THK. PLYWD. STIFFENER, ::ft,.f: BOTH SIDES WEB OF TJI'S • I ;: \\/\\ \ BOTH SIDES WEB OF TJI'5 `\\\\\ \ BOTH SIDES WEB OF TJI'S •: \\/\\ \ NS AT BEARING POINTS (TYP.) }I: \ \� 5/8" x I6" CAST IN PLACE AT BEARING POINTS (TYP.) ::CI:::�:. 5/8" x 16" CAST IN PLACE AT BEARING POINTS (TYP.) :::CI•�::�;:. \ \ 5/8" x 16" CAST IN PLACE CHECKED BY: BASEMENT '��� := \\\ \\ \ ANCHOR BOLT a 52" ;�" - \� \\ \ ANCHOR BOLT � 52" '� • :- \\\ \\ \ ANCHOR BOLT 5211 NS O.C. (TYP) (TYP.) }�=: \/\/\ O.G. (TYP) \/ \/ ' \/ \/ DATE: JUNE 15, 2020 BASEMENT O.C.':�.Ct:::�::. � / /\ EASEMENT DATE' \ \ _ :k #h••;' 8" THK. POURED GONG. 5" THK. POURED GONG. _ ;�fC: - \ \ 5" THK. POURED GONG. F. « :II.. / SCAL FOUNDATION WALL. /\/ FOUNDATION WALL. / /\/ FOUNDATION WA1LL. 3/4" = 1' - 011 r \/\ PROVIDE LIQUID APPLIED i \/\ PROVIDE LIQUID APPLIED r \/\ PROVIDE LIQUID APPLIED DAMPPROOFING BELOW :•;li�:..::• , \/\// GRAD�OOFING BELOW •:: ..j : \/\// �A�MDP' ROOFING BELOW SHEET TITLE: .• �::::. \\/\\/ GRADE .,_ I - .. \\/\\/ :: I :.-�:• \\/\\/ WALL \ \ if::...: \\ \\ : ik::• : \\ \\ SECTIONS II ' 5 REBAR ® 24" VERTICALLY 241�I Nv 5 REBAR ® 24 VERTICALLY .; VERTI GALLY jT 4" THK. GONG. SLAB, :,II:�:'" \\\\\\ 4 THK. GONG. SLAB, 4 THK. GONG. SLAB, REINFORCED w/6x6, °�(o ,:•�k::'�'� \//\/ REINFORCED w/6x6, 10/0 �.��k�::`�'.' REINFORCED w/6x6, W.W.M. Y'ff,:;:;: /\\/\\ SHEET NO: •• P OF SLAB �.Y. ..;. . ;.: / / mss.-:'.'ice• -.:,.:f-''• . ,-,, .�,i• — �.:�-''•-�:•-�.r-•:�.— ._: 'il:• \/\/ P of 5B y. ..... .:. :: . -;' ... .. " II ONO. 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I SURFACE MOUNTED WALL FIXTURE ,�}� SWITCH I I I \ PH TELEPHONE I r I \ L JJ \L I TY TELEVISION 'L PROJ T NO: FS/5] SMOKE DETECTOR 1705 I / / I II _ _ _ / L - - - - - - - - - - - -- - - - - -� NS v GM CARBON MONOXIDE DETECTOR I I _/ DRAWN BY: EF EXHAUST FAN — — ' — —r —/ _ — — — — — — — — —— — — — — — — — — — L I— — — r e,� CHECKED BY: INT HARDW I RED INTERNET CONNECTION J / I NS / I EXTERIOR WALL MOUNTED FLOOD LIGHT I // I DATE: I DN / I JUNE 15, 2020 O O FAN L --- - - - - - - - - - - - t - - - - - - SCALE: 1/4" = 1' - 0., OOO SHEET TITLE: NOTE: ALL NEVI SURFACE MOUNTED FIRST FIXTURES $ H I CAH HATS TO HAVE DIMMERS LI6HTIN&LANE [<�, / FLOOR ELECTRIC PLAN FiRofta"whT FLOOR' SCALE: 1/4" V -0" SHEET NO: BID & PERMIT SET 66.. o II V ' l L� ` uj 4< uj - - - - - - - - - - - - - - - - - 1 � L Z DN / u ( CHAN&EI GEILINS \ \ 1 \ ui � I ATTIC/RGREA;TION RM -' 1 - - - -- - A- - -- -- - - - S/D \ - - - - - --- - - - - - - - - - G1„( et AW - -- - - - - - - - - - - - - - 1- -- - --- -- - - � / I I 1 J I MA15i l I / MA TER I I Z 5IITTINT71 ROOM \ \ I BATH OOM i I O ROOF DI=CK ��\ I I BEDROOM #2 I � \\ / i i r ■ I1H I I i - - - - - - - - - - -- - -- - - - Q I I I L j- TyP i I I 11 1 I I 11 MASTER I I w GM j 1 IO \ I I LIN. GL - - -- - - - - - - - - -� iv 1 - - - - - LIN. GL ' 4 I �� I — — — I I � III G1••� BATHROOM I TO I T FL III z '�ASTEfi�IDROOM 'xl S/D \ 1 SIR HALL 11 III '- 'L —1 \ O E1= � tn Q• M s Lj //i I\\ /moi I � / _� - - J �• Q cn a O M I W �• FZ � W- 2 Lo a N o L \DN 1 I - - \ _ µ Q I-• 1 I I I TO;471 1 IST L \� I I I I I I L I IL_ G M \I I CIO U).ELECTRICAL__ LEGEND 11 1 I I 1IH DUPLEX RECEPTACLE OUTLET \ 1 I I 1 220V RECEPTACLE OUTLET Q"e WATER PROOF RECEPTACLE OUTLET I I I I - - _J I I BEDROOM #1PK�0r-w r GROUND FAULT INTERRUPTOR OUTLET - - - L _ I I I I ca �.S1-sr Vi HIGH HAT FIXTURE OSURFACE MOUNTED GE I L I NG FIXTURE II SURFACE MOUNTED WALL FIXTURE � II _ SWITCH 0 PH TELEPHONE I I I PRdJE NO: ON TELEVISION / 1705 ROOF PELOJAI DRAWN BY: NS S/D SMOKE DETECTOR pq GM CARBON MONOXIDE DETECTOR CHECKED BY: NS EXHAU5T FAN DATE: INT HARDWIRED INTERNET CONNECTION JUNE 15, 2020 kA EXTERIOR WALL MOUNTED FLOOD LIGHT SCALE: 114" = 1' - 0" OQO FAN Ar SHEET TITLE: TRICPLAN O O _ . SECOND NOTE: ALL NEJM SURFAGI= iMOUNTED SCALE: 114, - 1 -0,. F I XTURES $ H I&H HATS TO HAVE D 1 MMERS FLOOR ELECTRIC PLAN SHEET NO: BID & PERMIT SET STRU CTURAL RFV I EVN 5Y STEVE MARESGA, FE WIND-BORNE DEBRIS PFOPENINGS E0�4n),, 188_0-7 lNEST MONTAX H I OHWAY, HAMi=TON SAYS, NY I I,�4C FOR WALL OFENINCS FROTECTION( 559 O lF120 Mfi��t S-SECOND WIND GUSTS RIDGE FHONE 651 -728 c1480 MAX 1 MUM MEAN ROOF HE 1 C-7HT: 55 i/l SIMP5 S LATA - 20 GAGE STRAP - ALL ROOF RAFTERS 2 x 6 TIE ® EACH RAFTER USE/OCCUPANCY IN VIEW OF STRAP. CLASSIFICATION ICE SHIELD MENT DESIGN CRITERIA: REQUIRED - 24" FROMEDGE S1NCFAMILNLr SHUTTER ASSEMBLY DESIGN IN ACCORDANCE W I TH AMER I CAN FOREST PRODUCTS WOOD FRAME N.T.S. CONSTRUCTION MANUAL FOR I + 2 FAMILY HCe;SE FOR PANE;. 3PAN5: O < 4'0 WIDE SPAN I HEI :AT PRESCRIPTIVE METHOD 23/32" (3114 ) APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD I � � (O',/ERLAF ,'.ROUND OPENINGS 4") I 1 i ALTERNATE POSITION OF - I HURRICANE CLIP USE S "" .� MAX I MUM GROUND SNOW LOAD - 45 PSF. O ASSEMBLY: sIMPSON H3 ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ ° i� I FIRST LEVEL - 40 PSP. L.L. � LIVING AREAS - 40 PSP. L.L. #10x3" (w/ ViASHERS) GALVINIZED OR STAINLESS STEEL 1 I WOOD SGR;vW � 16" O.G. SIMP50N H2 HURRICANEBEDROOMS - 30 PSP. L.L. ALTERNATi\,/E FASTENER FOR SHUTTER TO BUILDING: I I ° CLIP NAILED. FROM RAFTER TO sTUQ. - WIND SPEED - 130 MPH Lu #10 TEE NU175 ATTACHED TO BLDG. w/ #10x1-I/2 ( W/ WASHERS) I I TYPICAL ALL RAFTERS FIRE AREA MACHINE B.�LT 12° O.C. t;' I 5 - Sd NAILS EACH END SEISMIC DESIGN CATEGORY - B RSIDNC X WEATHERING - SEVERE APA RATED PLYWOOD TO EXTEND TO TOP OF TOP PROVIDE Sd COMMON T-ROSY LINE DEPTH - 36�� PLATE. NAILS a 4" O.G. AT 1 EXTERIOR EDGE OF ALL TERMITE - MODERATE TO HEAVY I SHEATHING. TYPE OF CONSTRUCTION DECAY - SLIGHT LL GONV�NTIOVAL L I GST FRAME WOOD i IGE SHIELD UNDERLAYMENT RF_aU I RED - YES J .. I i CONSTRUCTION II UL71PLE SECTION ASSEMBLY: 1w1' I I 1/4" THICK BOLTS @ Zoo GENERAL NOTES 11 II I. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN 13. SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY 1 I 1 I I ACCORDANCE WITH THE 2015 INTERNATIONAL RESIDENTIAL SHALL BE DESIGNED AND BUILT IN ACCORDANCE 1 CODE, AND THE NEW YORK STATE ENERGY WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. Z 1 1 1 1 I AND LOCAL AUTHORITIES. I ( 1 1 CONSERVATION GODS, 14. THIS STRUCTURE HAS BEEN DESIGNED IN Q . ALL CONCRETE SHALL BE STONE AGGREGATE WITH A I ACCORDANCE WITH THE NEW YORK STATE ENERGY I� 1°I 1 °� 2 I I PLYWOOD SHEATHING MINIMUM 28 DAY STRENGTH OF 3000 PSI CONSERVATION CODE. 0 1 1 I I I TO OVER LAP BOX I I I I BEAM - TOP + BOTTOM. 3. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- 15. ENGINEER TO BE NOTIFIED IN WRITING OF ALL I I I I I I I LARCH STRUCTURAL GRADE #2 OR BETTER. CHANGES PRIOR TO AND DURING CONSTRUCTION. C G I I I I 1'�, IVr DOUBLE TOP 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL 16. ELECTRICAL AND MECHANICAL COMPONEN75 TO BE E R ASSEMBLY I I I :2 x 6 @I6" O.G. PLATE PARTSTAIITIONS,ITIONS, GEPT DEXAS NOTED FLOOR NON DRAWING1PARALLEL DESIGNED AND SPECIFIED BY OTHERS. SHUTT1 17. ALL STRUCTURAL STEEL TO BE ASTM A36 WITH ONE < co . GOATEPDXY PAINT. ALL FASTENERS TO BE ASTM 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND A-325 BOLTS, 3/4" DIAMETER. FOR PANEL SPANS:4' OR WIDER SPAN I I I IV­, FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT. W 23/32" APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD 1 I I 1 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE 18. CONTRACTOR SHALL OBTAIN ALL PERMITS AND I I I I VERIFIED BY CONTRACTOR(S) PRIOR TO START OF INSURANCE NECESSARY TO PROTECT THE ENGINEER (OVERLAP AROUND OPENINGS 4 ) HURRI6ANE CLIP USE CONSTRUCTION AND ORDERING OF MATERIALS. THIS AND OWNER. 2x4 STRONG-BACKS ® 24" OG 1 ' ' °J SIMPSN H2.5A 4 - Sd NAIL5 FOUNDATION HAS BEEN DESIGNED FOR A SOIL IC1. DO NOT BACKFILL AGAINST FOUNDATION WALLS 1 ' 1 I SIMP50N MST2'7 BEARING CAPACITY OF TWO (2) TSF AND GRADES UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE. ASSEMBLY: I 1 1 1/2" WIDE - 20 GAGE LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT 1). PREASSEMBLE PLYWOOD TO 2x4'5: # 10x3" (w/ WASHERS) GALVINIZED OR I I METAL STRAP ®48" 00. THESE CONDITIONS ARE MET. ALL FILL BENEATH 20. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL STAINLESS STEEL WOOD SCREW @ 12" O.G. I°{-' i NAIL SHEATHING TO BOX BEAM W CONCRETE SLABS TO BE COMPACTED TO ci5Y AND IN BASEMENT ( IF APPLICABLE ). POSITION NEAR 2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ 8d NAILS ® 4 O.C. RELATIVE DENSITY. ENTRY FROM HOUSE TO ATTACHED GARAGE ,AREA. otS Z , #10x3" (w/ WASHERS) GALVANIZED OR STAINLE55 STEEL ; an WOOD SCREW (p 16" O.G. 7. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE 21. SMOKE DETECTORS REQUIRED IN EACH BEDROOM ANDQ ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: SUPPORTED BY DOUBLE UPRIGHTS, a.0 FT AND OVER ON EACH LEVEL OF DWELLING AS REQUIRED BY #l0 TEE NUTS ATTACHED TO BLDG. w/ #IOxI-I/2 ( W/ WA5HER5) NEW YORK STATE BUILDING CODE. J o Flo Y MACHINE BOLT 12" O.G. BY TRIPLE UPRIGHTS. ALL HEADERS TO BE 2 . Q ,r, SEE r�uNDAr1oN vwG. MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING. �0 >_� FOR E516N. 22. ANY ALTERATION, REPAIR, ADDITION OR CONVERSION TO v M to •wz �:v 8. PROVIDE FIRESTOPPING AT ALL LEVEL AN EXISTING DWELLING REQUIRING A BUILDING PERMIT _�z PENETRATIONS NOW REQUIRES THAT ALL SLEEPING ROOMS IN THE � W L WINDOWS - GLAZED OPENING q. PROVIDE FLASHING AT ALL ROOF BREAKS, HOUSE BE UPGRADED WITH HARD WIRED a N t° PROTECTION IS REQUIRED FOR ALL GLAZED AREAS. CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, WINDOWS INTERCONNECTED SMOKE ALARMS. W • N= IN ACCORDANCE WITH LARGE MISSILE TEST OF ASTM E Icfab AND OF ASTM 1886. AND DECKS FTG.. v CONTRACTOR MAY USE WOOD STRUCTURAL PANELS 23. THE NYS CODES ALSO APPLY TO ACCESSORY Q F- . �- IN LIEU OF THE ABOVE MENTIONED WINDOWS. HOLD DOWN + SHEAt CONNECTION 10. DO NOT SCALE DRAWINGS. STRUCTURE DESIGN. v PANELS TO BE PRECUT To FIT OVER WINDOWS WITH HARDWARE PROVIDED. FASTENERS TO BE DESIGNED TO CRITICAL LOAD PATI II. ARCHITECT NOR ENGINEER 15 NOT RESPONSIBLE 24. GARAGE DOORS TO BE RATED FOR 120 MPH. WIND LOAD ALIGN WITH WINDOW JACK POSTS , HEADER + SILL PLATE. SHALL COMPLY W/NYSBC CHAFTER #2304.q.6 FOR THE INSPECTION OR SUPERVISION OF PANELS TO BE MAINTAINED ON SITE. THIS CONSTRUCTION PROJECT. FEDERAL, STATE LABEL LOCATIONS ON EACH PANEL. AND LOCAL ZONING AND BUILDING GODS COMPLIANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. Of 4b L St .......... NAILING SCHEDU.■■E FRAMING NOTES ......... 1 TAKEN FROM 2015 EDITION INTERNA RESIDENTIAL GODS I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d @ 4" DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR o.c. EXTERIOR EDGES AND 6 d ® 12" o.c. oBETTER. SIZED FOR COMMON NAILS; GONTAC ARCHITECT FOR BOX NAIL SIZES INTERMEDIATE. ,-} 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" II. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING ROJECTN 1705 h MIN. THICKNESS OR AS NOTED. RAFTER/TOP PLATE 3-I6d (TOE NAILED) AND WATERPROOFING SHALL BE BY ARCHITECT. ° GE I L I NG JOIST/TOP PLATE 4-56 (TOE NAILED) 3. ALL SUBFLOORI NG TO BE APA RATED 5TURD-I-FLOOR, DRAWN BY: CEILING JOIST/PARALLEL RAFTER 8-16d (FACE NAILED) EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGES OF 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO, THE PLATE UT a a CEILING JOIST LAPS OVER PARTITICI. 7-16d (FACE NAILED) PLYWOOD To BE SET ON SOLID BLOCKING. GLUE AND AND STUD WITH GALVANIZED HURRICANE TYPE NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR CHECKED BY: COLLAR TIE/RAFTER 4-IOd (ea. end i-I/4 strap) NS GABLE ROOFS BLOGKING/RAFTER 4-5d (TOE NAILED) �- TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE o Flo RIM BOARD/RAFTER 4-I6d (END NAILED) 4. ALL HEADERS 6 O AND OVER SHALL BE SUPPORTED CLIPS AT ALL PERIMETER JOIST TO GIIRDER DATE: TOP PLATE/TOP PLATE 2-I6d (FACE NAILED) WITH DOUBLE UPRIGHTS, c11-011 AND OVER WITH CONNECTIONS. JUNE 15, 2020 TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A o TOP PLATE AT INTERSECTIONS 4-166 (FACED NAILED) MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. a 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORG IA h STUD/STUD 2-16d (FACE NAILED) aHEADER/HEADER I6d (PAGE NAILED) 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS PACIFIC GPI SERIES WOOD-I-BEAMS ANID LVL TOP or BOTTOM PLATE/STUD 3-I6d (END NAILED) AND FLOOR BEAMS AS PER N.Y.S. GORE OR AS NOTED PRODUCTS OR EQUAL. ALL J015T5, GIRDERS AND SHEET TITLE: 0 8'-O" O.G. MIN. PROVIDE 2" SPACE FOR AIR HEADERS SHALL HAVE BEARING STIFFENERS IINSTALLED 100< o <,45 BOTTOM PLATE/FLOOR JOIST 3-I6d (FACE NAILED) JOIST/SILL, TOP PLATE or GIRDER 4-8d (TOE NAILED) CIRCULATION IN ROOFS. AS PER MANUFACTURERS RECOMMENDATIONS. WEB o 6. DOUBLE FRAMING AROUND ALL OPENINGS ( skylights, STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND STRUCTURA BRIDGING/JOIST 2-I0d (TOE NAILED) stairs etc. ) OR AS NOTED ON DRAWINGS. BEARING POINTS AT A MINIMUM. A SINGLE I 3/4" 14 71h BLOCKING/JOIST 2-IOd (TOE NAILED) GALE ROOFS BLOCKING/SILL orTOP PLATE 3-I6d (TOE NAILED) �. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL LVL RIM JOIST SHALL BE REQUIRED AT FLOOR NOTES & PERIMETERS. HANDLING, STORAGE, AND EREC71ON OF Ion o iso O 100< o c45 LEDGER STRIP/BEAM 4-I6d (PAGE NAILED) PARTITIONS OR AS NOTED ON DRAWINGS. JOIST ON LEDGER/BEAM 3-16d (TOE NAILED) COMPONENTS SHALL BE AS PER MANUFACTURERS DETAILS PROVIDE Sd COMMON NAILS a 4' o.G. BAND JOIST/J0157 3-I6d (END NAILED) 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED RECOMMENDATIONS. AT HIGH PRESSURE ZONE - 6" O.C. BAND JOIST/SILL or TOP PLATE 3-I6d (TOE NAILED) WITH RATED GALVANIZED METAL CONNECTORS BY HIP ROOFS AT INTERIOR PORTIONS OF Roof= - TYP. 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 BOAS OF 1/2" DIA. loo o X30 o PLYWOOD ROOF DECKING Sd @)4" O.G. EDGES, o8" O.G. FIELD "TECO" OR APPROVED EQUAL. GALVANIZED MACHINE BOLTS @ 12 OG . .. STRIP SHEATHING 8d (ONE/RAFTER) SHEET NO: PROVIDE 8d NAILS ® 4" O.G. AT PERIMETER INTERIOR PLYWOOD WALL SHEATHING 8d @41' O.G. EDGES, ®8"� O.G. FIELD Q. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. PORTIONS of PANELS IN HIGH PRE55URE ZONES. PLYWOOD 5UBFLOOR DECKING Sd @6 O.G. EDGES, @12 O.G. FIELD BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS 15. THIS DRAWING IS AN INSTRUMENT PREPAREID TO NOTE : a = 4 FT. IN ALL GA5E5 SHALL RECEIVE 5-IOD NAILS AT SILL AND PLATE. FACILITATE CONSTRUCTION AND SHALL NOT BE COMPONENT AND CLADDING PRESSURE ZONES ALL EXTERIOR NAILS SHALL BE GALVAN I ZED. CONSTRUED AS A CONTRACT BETWEEN BUILDER AND OWNER. ul BID & PERMIT SET