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Home My WebLink About48483-Z o�oSUFFQ�,fcoGy1 Town of Southold 5/28/2024 - P.O.Box 1179 CD o • .f 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45217 Date: 5/28/2024 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 4980 Pequash Ave., Cutchogue SCTM#: 473889 Sec/Block/Lot: 110.-3-26 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in.this office dated 7/18/2022 pursuant to which Building Permit No. 48483 dated 11/14/2022 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single-family dwelling with finished basement,covered porches, screened porch and attached garage as applied for The certificate is issued to Lockwood,Mark&Robin of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-19-0115 5/22/2024 ELECTRICAL CERTIFICATE NO. 48483 4/25/2024 PLUMBERS CERTIFICATION DATED 4/25/2024 d f ie uch Aut riz dr �o�suFFn �o TOWN OF SOUTHOLD BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE o • SOUTHOLD, NY .0 BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 48483 Date: 11/14/2022 Permission is hereby granted to: Lockwood, Mark 270 W 17th St Apt 2L New York, NY 10011 To: demolish existing dwelling and construct single-family dwelling as applied for per SCHD approval. At premises located at: 4980 Peguash Ave., Cutchogue SCTM # 473889 Sec/Block/Lot# 110.-3-26 Pursuant to application dated 7/18/2022 and approved by the Building Inspector. To expire on 5/16/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,633.20 DEMOLITION $520.20 CO-NEW DWELLING $50.00 Total: $3,203.40 Buil ing nspector �o�SUFFOL/C TOWN OF SOUTHOLD ay BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES 1 WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 48253 Date: 9/6/2022 Permission is hereby granted to: Lockwood, Mark 270 W 17th St Apt 2L New York, NY 10011 To: 400A underground electric service. At premises located at: V010 -14ddtd-6 4980 Peguash Ave:, Cutchogue SCTM #473889 Sec/Block/Lot# 110.-3-26 Pursuant to application dated 9/6/2022 and approved by the Building Inspector. To expire on 3/7/2024. Fees: ELECTRIC $85.00 Total: $85.00 Building Inspector pF SO!/r�ol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q sean.devlin(M-town.southold.ny.us Southold,NY 11971-0959 �OUNT`l,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Mark Lockwood Address: 4980 Pequash Ave city:Cutchogue st: NY zip: 11935 Building Permit#: 48483 Section: 110 Block: 3 Lot: 26 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Platinum East Electric License No: 34091 ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 80 Ceiling Fixtures 33 Bath Exhaust Fan 7 Service 3 ph Hot Water Gas GFCI Recpt 12 Wall Fixtures 31 Smoke Detectors 6 Main Panel 200X2 A/C Condenser 2 Single Recpt Recessed Fixtures 36 CO Detectors Sub Panel 100A A/C Blower 2 Range Recpt 50A Ceiling Fan 3 Combo Smoke/CO 3 Transfer Switch 200A UC Lights 16' Dryer Recpt N Emergency Strobe Heat Detectors Disconnect Switches 7Q Step Light Exit Fixtures 11 Sump Pump Ed Other Equipment: Septic Disconnect, Fridge, Mini Fridge, Elec. Cooktop, Double Oven, DW, Micro, Hood, Gas FP, Smart Toilet(2), Car Charger Outlet(1), 200A Panel 54 Circuit/22 Used, 200A Pane 54 circuit/23 Used, 100A Sub Panel 24 Circuit/ 24 Used Two Story w/ Finished Basement Inspector Signature: Date: April 25, 2024 S. Devlin-Cert Electrical Compliance Form qcbqhOPSOUI 7 * TOWN OF SOUTHOLD BUILDING DEPT. co 631-765-1802 INSPECTION [/F0DATION 1ST [ ] ROUGH PLBG. [ OUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: I&V o AaJ�Al D n DATE INSPECTOR # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPEC TMN [ ] 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: l DATE l© 3o`Y3 INSPECTOR OF SOOT TOWN OF SOUTHOLD BOIL ING DEPT. courm��'' 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: DATE Z 23 INSPECTOR �i� OE SOGTyO� # # TOWN OF SOUTHOLD BUILDING DEPT. urm��`' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION // [ ] PRE C/O [ ] RENTAL REMARKS: /1 �J7 Gil a U 6,,a,�cd. Woww— Ja-Cekq� DATE 3 INSPECTOR / U OF SOUTHoIo TOWN OF SOUTHOLD BUILDING DEPT. �o • ,o �ycou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION/CAULKI G FRAMING /STRAPPING FINAL Q [ ] [ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ]] PRE C/O [ ]' RENTAL REMARKS: L ( a-mt -fl Uv''l,/ DATE I INSPECTOR OF SOUt _q &9 b3 Li t �510 # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] -FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: , � oil 01(9 DATE �� Z� INSPECTOR �s�FFot�-�o "• _ town Hatt Annexe: Gys Telephone(631)765-1802 54375 Main Road P.O.Box 1179 Southold.NY 11971-0959 M MAY - 1 2024 BUILDING DEPARTMENT 11 'PrIDIN G 71"5 TOWN OF SOUTHOLD �J$U , CERTIFICATION Pate: Building Permit No. 4 gq Owner: (Please print) Plumber:--� (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1%lead. (Plumbers Signature) Sworn to before me this oZ \ day of 20� Notary Public, ��T County SUSAN A.RIZZO Notary 10i State of W York R16183459 No. Qualified in Suffolk County Commission Expires March 17.2lX2? '1 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 February 16, 2024 Mr. Mike Verity Building Department Town of Southold Town Hall P.O. Box 1179 Southold, NY 11971-0959 Re: 4980 Pequash Avenue, Cutchogue, NY Dear Mr. Verity: As requested, I performed a blower door test for the dwellin ;AC;H) hich e refer property. orK The blower door reading for the dwelling is 1,273.6 CFM 1.75 is than the required maximum leakage rate of 2,180.8 CFM5oor3.0 CH. me of the building is 43,616 CF. 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 tr ly nC on, P.E. l F EB 2 7 2024 Building Town of Southold East End Insulation L.L.C. 1977 Main Road, Laurel NY 11948 CERTIFICATE OF INSULATION AMERICAN CHEMISTRY E C E E DATE OF INSTALLATION:8/27/2023 COUNCIL ® HIGH PRESSURE SPF ID# 0 CT - 2 20 DATE OF FIRE BLOCK INSTALLATION:8/26/2023 EO 000012223 Building Department Building Permit#48483 LIC#H-59538 Town of Southold PROJECT INFO Location Insulation Type Inch. - - North Fork Woodworks ROOF 2LB Closed Cell 7 Nominal Inches R-49 4980 Pequash Avenue Spray Foam @ R-7 Per Inch .......................................-........................-.........-..........................------.............. Cutchogue, NY 11935 EXTERIOR WALLS R-19 Kraft-Faced 5.5"' R-19 Fiberglass With Air Seal ------------------------------------------------------------------------------------------------------------------------- SCREEN PORCH 0.5LB Open Cell 8 Nominal Inches R-30 ROOF Spray Foam @ R-3.8 Per Inch ------------------------------------------------------------------------------------------------------------------------- FOUNDATION 2LB Closed Cell 2 Nominal Inches R-14 WALLS Spray Foam @ R-7 Per Inch ------------------------------------------------------------------------------------------------------------------------- BASEMENT R-30 Kraft-Faced 10" R-30 CEILING Fiberglass ------------------------------------------------------------------------------------------------------------------------- BOX BEAM/RIM 2LB Closed Cell 3 Nominal Inches R-21 JOISTS Spray Foam Q R-7 Per Inch ------------------------------------------------------------------------------------------------------------------ ATTIC DC315 Ignition 18 Wet Mils Barrier Authorized Signature I Frank Fenoy Jr certify that project referenced above was insulated as estimate signed by home owner/ builder, and that the install was preformed in conformance to the applicable codes. i a � _ Apr26 ^024 410 bosom- 1 r i i i I i I i A� "- "�}• — ) 'M' "ice ,.� -y ,:�r s'`: ' kr J_ i " r t a Y:X � rt e _ _ iv 14 L GNU P0P 000C I It ti r ,t h 1 1 _ vo u ! r r .l ,k `�'� �' V� _�<'' .ti.: � h ' �� .��: 4 � �� '�'' s �. •��. 1 /,� _ .___ ��- ., ��,_, �' ;�` �!,� � ;�-- „:; . ,�, �'�;'. r:, Fy, ._ �� Sri�;<:� '��'� 'x; �„*. y �, ��;_ ��. .....y _ ,� ,.� ��:, 1 �� r_ � � f7r" � �., � n .. 1 � � � f �� a ,f ,.� � � t • _ rt :a I 1� �.f e r _ r;.,y„ - a ,. .+1� 3r+-�_ _ i - t I .Y/�'♦ J�1�•, ~ ,•�:t t I f,19'�}M'r1��•'�*tt �. 1. i , AYV 79p .I A / o`. .4. 1 ..,� ., r /I, 4" �,rfi,P_��'�k, "pia,�►. STAN D A R D P R O D U C T S ' TFL 719.737 9090•FAX 719 797.HOg9 y .• .• WE991TE:SUPFF:'REL C,,j DELTA — 1 i• • �e • I _ .► = 095175177 x � _ • on FOCUS RXRe L i,L10140Y 1 e 60M,W13 aof +� a 76177 NHIM 11111RIPMA _ LONG ISLAND.O= HCR L ' EE ler•��r. 1 rme — Y This Building h equlpped whh an IntarcmWOd Eleark PDMIef Protluctlan ourte II I I Swrcf Irw:ilxOr e..rr: ' rtr r..pnm t.e. — r.`� APR 2 5 a i I . r. GENERATOR PANEI c, V E� APR 2 5 ^' L a Lockwood 11 Residence HVAC Load Calculations for CFJJkt )*nit RHVACRxoioxNrnAL HVAC LOADS Prepared By: John J Condon, PE Condon Engineering, PC 1755 Sigsbee Road Mattituck, NY 11952 631-298-1986 Monday,April 10, 2023 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. Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Enqineerinq Lockwood II Residence Mattituck-NY 1_195_2 Page 2- Pro ect Report ] General Pro act Information _ - _ _ - A Project Title: Lockwood II Residence Designed By: John J. Condon, PE Project Date: April 10, 2023 Company Name: Condon Engineering, PC Company Representative: John J Condon, PE Company Address: 1755 Sigsbee Road Company City: Mattituck, NY 11952 Company Phone: 631-298-1986 Design Data— _ Reference City: Westhampton, New York Building Orientation: Front door faces East Daily Temperature Range: Medium Latitude: 42 Degrees Elevation: 67 ft. Altitude Factor: 0.998 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum BeLHum Dry Bulb Difference Winter: 10 9 n/a n/a 70 n/a Summer: 83 71 56% 50% 75 30 Check Figures Total Building Supply CFM: 2,750 CFM Per Square ft.: 0.584 Square ft. of Room Area: 4,711 Square ft. Per Ton: 927 Volume (ft3): 33,481 Bullding Loads Total Heating Required Including Ventilation Air: 76,419 Btuh 76.419 MBH Total Sensible Gain: 45,725 Btuh 81 % Total Latent Gain: 10,421 Btuh 19 % Total Cooling Required Including Ventilation Air: 56,146 Btuh 4.68 Tons (Based On Sensible + Latent) 5.08 Tons (Based On 75% Sensible Capacity) -- 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. Monday, April 10, 2023, 1:53 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Enqineerinq Lockwood II Residence Mattituck, NY 11952 _ _ _ _ _ _ Page 3 j Miscellaneous Resort i System 1 System 1 Outdoor Outdoor Outdoor Indoor Indoor Grains In ut Data _ Dry-Bulb Wet Bulb ReI.HUm _ Rel.Hum Dry Bulb Differencej Winter: 10 9 80% n/a 70 n/a Summer: 83 71 56% 50% 75 30.17 Sy tern 2 System 2 Outdoor Outdoor Outdoor Indoor Indoor Grains In ut Data Dry ulb Wet_Bulb Rel._Hum Rel.Hum___. D._ Bulb Differ n Winter: 10 9 80% 30% 70 25.24 Summer: 83 71 56% 50% 75 30.17 System 3 System 3 Outdoor Outdoor Outdoor Indoor Indoor Grainsl In ut Data _ Dry-Bulb Wet Bulb_ Rel,Hum Rel.Hum DrvBulb _Difference) Winter: 10 9 80% 30% 70 25.24 Summer: 83 71 56% 50% 75 30.17 Duct Sizing Inputs _ - _ Main Trunk Runouts Calculate: Yes Yes Use Schedule: Yes Yes Roughness Factor: 0.00300 0.01000 Pressure Drop: 0.1000 in.wg./100 ft. 0.1000 in.wg./100 ft. Minimum Velocity: 650 ft./min 450 ft./min Maximum Velocity: 900 ft./min 750 ft./min Minimum Height: 0 in. 0 in. Maximum Height. 0 in. 0 in. [Outside Air Data Winter Summer Infiltration Specified. 0.179 AC/hr 0.079 AC/hr 100 CFM 44 CFM Infiltration Actual: 0.225 AC/hr 0.151 AC/hr Above Grade Volume: X 33,481 Cu.ft. X 33,481 Cu.ft. 7,550 Cu.ft./hr 5,047 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration: 126 CFM 84 CFM Total Building Ventilation: 105 CFM 105 CFM ---System 1--- Infiltration &Ventilation Sensible Gain Multiplier: 8.78 = (1.10 X 0.998 X 8.00 Summer Temp. Difference) Infiltration &Ventilation Latent Gain Multiplier: 20.47 = (0.68 X 0.998 X 30.17 Grains Difference) Infiltration &Ventilation Sensible Loss Multiplier: 65.84 = (1.10 X 0.998 X 60.00 Winter Temp. Difference) Winter Infiltration Specified: 0.173 AC/hr(10 CFM) Summer Infiltration Specified: 0.076 AC/hr(4 CFM) Blower Door Data: Wind Shielding Class: 3- More Obstructions Building Stories: 2 Multi/Single Option: Multi-Point C: 74.7 n: 0.622 ---System 2--- Infiltration &Ventilation Sensible Gain Multiplier: 8.78 = (1.10 X 0.998 X 8.00 Summer Temp. Difference) Infiltration &Ventilation Latent Gain Multiplier: 20.47 = (0.68 X 0.998 X 30.17 Grains Difference) Infiltration &Ventilation Sensible Loss Multiplier: 65.84 = (1.10 X 0.998 X 60.00 Winter Temp. Difference) Winter Infiltration Specified: 0.183 AC/hr(56 CFM) Summer Infiltration Specified: 0.081 AC/hr(25 CFM) Blower Door Data: Wind Shielding Class: 3- More Obstructions Building Stories: 2 Multi/Single Option: Multi-Point C: 74.7 Monday,April 10, 2023, 1:53 PM 1 LRhac-Residential 8 Light Commercial HVAC Loads Elite Software Development,Inc. don Enqineerinq Lockwood II Residence tituck,NY 1.1952 _ Page 4 Miscellaneous Report (cont'd) Outside Air Data n: 0.662 ---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: 65.84 = (1.10 X 0.998 X 60.00 Winter Temp. Difference) Winter Infiltration Specified: 0.173 AC/hr(34 CFM) Summer Infiltration Specified: 0.076 AC/hr(15 CFM) Blower Door Data: Wind Shielding Class: 3- More Obstructions Building Stories: 2 Multi/Single Option: Multi-Point C: 74.7 n: 0.622 Monday, April 10, 2023, 1:53 PM Condon Req deentiacl&Light Commercial HVAC Loads - Elite Software De elLockwood IpRes t nc. Mattituck.NY 11952 Page e 5, Load Preview Report Not Scone TOM Tool tt No Sy Sy 3y Ducl - ----J- Serr al Oai Loss H Clp 31z - � CFM� CFM� CFM /To Are Oafrt Oai Building 4.68 5.08 927 4,711 45,725 10,421 56,146 76,419 2,750 2,750 2,750 System 1 1,03 1,14 1,583 1,804 10,258 2,088 12,348 28,524 775 775 775 12x1 Zone 1 1,804 10,258 2,068 12,346 28,524 775 775 775 1-Cellar Mach East 344 2,233 418 2.651 6,429 175 169 169 7 2-Cellar Playroom 743 2,740 824 3,564 8,775 238 207 207 7 3-Cellar Stair 145 542 12 554 3,343 91 41 41 3 4-Cellar Storage Mach.West 266 2,211 410 2,621 3,502 95 167 167 7 5-Cellar Under Bedroom 1 306 2,532 424 2,956 6,475 176 191 191 7 System 2 2,13 2,32 775 1,801 20,920 4,677 25,597 25,608 1,150 1,160 1,150 12x1 Humidification 961 Zone 1-Clq,:80%,Htm. 78% 1,228 18,669 3,902 20,571 18,691 672 918 918 6-Great Room 396 5,185 1,235 6,420 8,810 411 285 285 5,5, 7-Entry Hall 110 850 95 945 1,986 93 47 47 4 8-Powder Room/Hall 95 285 43 328 767 36 16 16 2 9-Mud/Laundry 130 1,160 93 1,253 1,664 78 64 64 4 10-Kitchen/Dlninq 333 8,981 2,314 11,295 4,085 191 494 494 7,7, 11-Stair Hall 1st 162 209 122 331 1,379 64 11 11 2 Zone 2-Ciq.:20%,Hta,:24% 575 4,251 775 5,026 5,954 278 234 234 12-Center Hall/Dressinq 186 355 70 425 933 44 20 20 3 13-Bedroom 1 234 3,536 599 4,135 3,606 168 194 194 5, 14-Bath 1 155 360 106 466 1,415 66 20 20 3 System 3 1,52 1,62 684 1,106 14,547 3,656 18,203 22,289 825 825 825 100 Ventilation 922 2,149 3,071 6,913 Humidification 2,378 Zone 1-Clq„42%,Htq.:53% 587 5,669 570 8,239 6,898 438 343 343 15-Bedroom 2 216 3,489 492 3,981 3,565 226 211 211 5, 16-Hall2 50 409 21 430 759 48 25 25 3 17-Dressinq 2 84 311 12 323 510 32 19 19 3 18-Bath 2 84 311 12 323 510 32 19 19 3 19-Stair Hall2nd 153 1,149 33 1,182 1,554 99 70 70 4 Zone 2-Ciq„58%,Htq„47% 520 7,958 937 8,893 8,100 367 482 482 20-Office Hall 50 409 21 430 759 48 25 25 3 21-Office 161 3,203 422 3,625 1,318 84 194 194 5, 22-Bedroom 3 hall 27 360 12 372 498 32 22 22 3 23-Bath 3 84 311 12 323 510 32 19 19 2 24-Bedroom 3 198 3,673 470 4,143 3,015 191 222 222 5, Monday, April 10, 2023, 1:53 PM Duct Size Preview Room or Souroa Minimu Meximu Rough Desig SP Du Du Htg Clg Act. Duct Reg Duct Name Vslod Velocity Facto U10 Loss Velocit_Length Flow Flow Flow Si Size Svstem 1 Supply Runouts Zone 1 1-Celler Mach East(SR•420) TMDD 600 900 0.0055 0.08 0.142 632.4 40 175® 169 7 8x12 2-Cellar Playroom TMDD 600 900 0.0055 0.08 0.188 774.6 30 238® 207 7 12x12 (SR-410) 3-Caller Stair(SR-400) TMDD 600 900 0.0055 0.08 0.223 835.3 10 91® 41 3 4x8 4-Celler Storage Mach, TMDD 600 900 0.0055 0.08 0.098 624.9 15 95® 167 7 8x12 West(SR-390) 5-Cellar Under Bedroor ®i (SR-180) TMDD 600 900 0.0055 0.08 0.139 714.7 20 176 191 7 8x12 Other Ducts in System 1 Supply Mein Trunk TMDD 600 900 0.0003 0.08 0.123 775 10 775®, 775 12x12 (ST-100) RT-100 TMDD 400 700 0.005 0.08 0.132 676.4 5 775®1 775 11x15 RR-100 TMDD 400 700 0.005 0.08 0.099 676.4 15 OM 775 11x15 24x24 Svstem 2 Supply Runouts Zone 1 8-Greet Room(SR 430 600 900 0.0055 0.08 0.124 696.7 10 5 6x10 SR-440,SR-450) TMDD 600 900 0.0055 0.08 0.124 696.7 10 411 285 5 6x10 600 900 0.0055 0.08 0.155 696.7 20 5 6x10 7-Entry Hall(SR-530) TMDD 600 900 0.0055 0.08 0.119 538.6 25 93®� 47 4 4x8 B-Powder Room/Hall(SR-5401 TMDD 600 900 0.0055 0.08 0.411 733.4 25 36® 16 2 4x8 9-Mud/Laundry(SR-55 TMDD 600 900 0.0055 0.08 0.196 733.4 20 78® 64 4 4x8 10-Kitchen/Dining 600 900 0.0055 0.08 0.088 617.4 10 7 8x12 (SR-460.SR-470.SR-5 101 TMDD 600 900 0,0055 0.08 0.088 617.4 10 191 494 7 8x12 600 900 0.0055 0.08 0.096 617.4 15 7 8x12 11-Stair Hall 1st(SR-5; TMDD 600 900 0.0055 0.08 0.137 504.2 15 64. 11 2 4x8 Zone 2 12-Center Hell/Dressi (SR-480) TMDD 600 900 0.0055 0.08 0.065 407.4 15 44® 20 3 4x8 13-Bedroom 1 (SR-490 600 900 0.0055 0.08 0.178 711.4 25 ®! 5 WO SR-500) TMDD 600 900 0.0055 0.08 0.178 711.4 25 168 194 5 6x10 14-Bath 1 (SR-560) TMDD 600 900 0.0055 0.08 0.076 407.4 20 66® 20 3 4x8 Other Ducts in System i Supply Main Trunk(ST-130) TMDD 600 900 0.0003 0.08 0.152 864 10 1,152 1,152 12x16 RT-110 TMDD 400 700 0.005 0.08 0.136 670.4 15 1,150=1 1,150 1309 RR-120 TMDD 400 700 0.005 0.08 0.088 634.4 15 0 MI 916 26x8 24x24 ST-140 TMDD 600 900 0.0003 0.08 0.168 801.2 40 874®' 918 11x15 ST-150 TMDD 600 900 0.0003 0.08 0.088 624 5 278® 234 6x9 RR-130 TMDD 400 700 0.005 0.08 0.052 467.4 15 0�j 234 9.8 12x12 Svstem 3 Supply Runouts Zone 1 15-Bedroom 2(SR-570 600 900 0.0055 0.08 0.192 777.4 20 5 6x12 SR-580) TMDD 600 900 0.0055 0.08 0.192 777.4 20 226 211 5 602 16-Hall 2(SR-590) TMDD 600 900 0.0055 0.08 0.118 509.3 20 48® 25 3 4x8 17-Dressinp 2(SR-600 TMDD 600 900 0.0055 0.08 0.068 387.1 20 32 19 3 4x8 Monday,April 10, 2023, 1:53 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Enqineerinq Lockwood II Residence Mattituck.NY 11952 - - _ - Pa e 7 Duct Size Preview (cont' q Room or Source Minimum Maximum Rough, Design SP Du Du Htg Clg Act, Duct Reg Duct Name Velocity Velocity Factor LI10q LossL Val Lengt Flow Flow Flow Size 18-Bath 2(SR-610) TMDD 600 900 0.0055 0.08 0.068 387.1 20 32 19 3 4x8 19-Stair Hall 2nd(SR-6 TMDD 600 900 0.0055 0.08 0.234 802.2 20 99® 70 4 4x8 Zone 2 20-Office Hall(SR-630; TMDD 600 900 0.0055 0.08 0.083 509.3 10 48® 25 3 4x8 21-OHice(SR 840, TMDD 600 900 0.0055 0.08 0.145 711.4 15 84 194 5 WO 900 0.0055 0.08 0.145 711.4 15 ® 5 6x10 SR-880) 0 22-Bedroom 3 hall TMDD 600 900 0.0055 0.08 0.091 448.2 20 32® 22 3 4x8 (SR-880) 23-Bath 3(SR-670) TMDD 600 900 0.0055 0.08 0.49 870.9 20 32® 19 2 4x8 24-Bedroom 3(SR-880 600 900 0.0055 0.08 0.232 814.1 25 5 6x12 SR-690) TMDD 600 900 0.0055 0.08 0.232 814.1 25 191 222 5 6x12 Other Ducts in System Supply Main Trunk TMDD 600 900 0.0003 0.08 0.129 793.9 10 825® 827 10x15 (ST-160) ST-170 TMDD 600 900 0.0003 0.08 0.118 709.7 10 437M 345 7x10 ST-180 TMDD 600 900 0.0003 0.08 0.121 723 10 388® 482 8x12 RT-120 TMDD 400 700 0.005 0.08 0.14 675 15 825® 825 11x16 RR-140 TMDD 400 700 0.005 0.08 0.073 561.7 15 0 343 11x8 24x24 RRA60 TMDD 400 700 0.005 0.08 0.075 578.1 15 0 482 15x8 24x24 Summary Svstem 1 Heating Flow: 775 Design Friction Rate: 0.124 TEL Return: 278. Cooling Flow: 775 Total Cumulative SP Loss: 0.578 TEL Sugggly: 188. Fan ESP: 0.578 Device SP Loss: 0 TEL Total: 466. Fan SP Available: 0.578 Return Loss Added to Sugqly: 0.232 Svstem 2 Heating Flow: 1150 Desion Friction Rate: 0.122 TEL Return: 327. Cooling Flow: 1150 Total Cumulative SP Loss: 0.954 TEL SUDDIV: 452. Fan ESP: 0.954 Device SP Loss: 0 TEL Total: 780. Fan SP Available: 0.954 Return Loss Added to Supply: 0.224 Svstem 3 Heating Flow: 825 Desian Friction Rate: 0.159 TEL Return: 269. Coolino Flow: 825 Total Cumulative SP Loss: 0.956 TEL SugDly: 331. Fan ESP: 0.956 Device SP Loss: 0 TEL Total: 601. Fan SP Available: 0.956 Return Loss Added to SuoDly: 0.215 Monday, April 10, 2023, 1:53 PM [Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Engineering Lockwood II Residence Mattituck,NY 11952 _ _ Page_8 Tabular Manual D Ductsize Grid Ducts Rooms) Feeds Flow Diam Wid Hei Vel -Zones Lockwood II Manual J-D-S Lockwood II Residence ' U System 1 -System 1 E Supply 0 ST-10( 1 775 13.1 12 12 775 SR-160 Cellar Under Bedroom 1 1 191 7 5.4 7.7 715 SR-390 Cellar Storage Mech.West 1 167 7 5.4 7.7 625 SR-40( Cellar Stair 1 41 3 2.4 3.3 835 SR-410 Cellar Playroom 1 207 7 5.4 7.7 775 SR-420 Cellar Mech East 1 169 7 5.4 7.7 632 C Return El RT-10( 1 775 14 11 15 676 Cellar Mech East Cellar Playroom RR-10( Cellar Stair 1 775 14 11 15 676 Cellar Storage Mech.West Cellar Under Bedroom 1 E7 System 2-System 2 E Supply 4 El ST-13( 1,2 115215.1 12 16 864 ST-14( 1 918 14 11 15 801 SR-430 Great Room 1 95 5 3.9 5.5 697 SR-440 Great Room 1 95 5 3.9 5.5 697 SR-450 Great Room 1 95 5 3.9 5.5 697 SR-460 Kitchen/Dlninq 1 165 7 5.4 7.7 617 SR470 Kitchen/Dlninq 1 165 7 5.4 7.7 617 SR-510 Kitchen/Dlninq 1 165 7 5.4 7.7 617 SR-520 Stair Hall 1st 1 11 2 1.6 2.2 504 SR-530 Entry Hall 1 47 4 3.1 4.4 539 SR-sac Powder Room/Hall 1 16 2 1.6 2.2 733 _ SR-550 Mud/Laundry 1 64 4 3.1 4.4 733 ST-150 2 234 8 6 9 624 SR-480 Center Hall/Dressinq 2 20 3 2.4 3.3 407 SR-490 Bedroom 1 2 97 5 3.9 5.5 711 SR-500 Bedroom 1 2 97 5 3.9 5.5 711 SR-560 Bath 1 2 20 3 2.4 3.3407 LEI Return RT-11( 1150 17.1 13 19 670 Great Room Entry Hall RR-12( Powder Room/Hall 916 15.1 26 8 634 Mud/Laundry Kitchen/Dlning Stair Hall 1st I Center Hall I Dressing RR-130 Bedroom 1 234 9.3 9 8 467 Bath 1 Monday,April 10, 2023, 1:53 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. LCondon Engineering Lockwood It Residence Mattituck NY 11952 Page 9 [Tabular Manual D Ductsize Grid (cont'd) Ducts Room(s) Feeds Flow Diam,Wid Hei Vel Zones System 3-Svstem 3 El Supply p ST-16( 1.2 827 13.3 10 15 794 tF1 ST-170 1 345 9.1 7 10 710 SR-570 Bedroom 2 1 106 5 3.9 5.5 777 SR-580 Bedroom 2 1 106 5 3.9 5.5 777 SR-590 Hall 2 1 25 3 2.4 3.3 509 SR-600 Dressing 2 1 19 3 2.4 3.3 387 SR-610 Bath 2 1 19 3 2.4 3.3 387 SR-620 Stair Hall 2nd 1 70 4 3.1 4.4 802 I- E-1 ST-1 a( 2 482 10.7 8 12 723 SR-630 Office Hall 2 25 3 2.4 3.3 509 SR-640 Office 2 97 5 3.9 5.5 711 SR-650 Office 2 97 5 3.9 5.5 711 SR-660 Bedroom 3 hall 2 22 3 2.4 3.3 448 SR-67( Bath 3 2 19 2 1.6 2.2 871 SR-680 Bedroom 3 2 111 5 3.9 5.5 814 _ SR-690 Bedroom 3 2 111 5 3.9 5.5 814 B Return El RT-12( 825 14.4 11 16 675 Bedroom 2 Hall 2 RR-140 Dressing 2 343 10.2 11 8 562 Bath 2 Stair Hall 2nd !Office Hall Office RR-15( Bedroom 3 hall 482 11.8 15 8 578 Bath 3 Bedroom 3 Monday,April 10, 2023, 1:53 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Enqineerinq Lockwood II Residence iNattituck NY- 11952_ Page 10 Tabular Manual D Ductsize Data - Duct System 1 - Supply ---Duct Name, etc. Type [Reg,Size] Roughness Diameter Velocity SPL.Duct Upstream Temperature Width Loss/100 SPL.Fit Shape Length Height Fit.Eq.Len SPL.Tot Sizing CFM_ - Area SP.Avail SPL.Cumul ---Duct Name: ST-100, Fittings: 1-A, 8-D1, 8-1131, Effective Length: 163.9 Trunk 0.0003 13.1 775 0.008 Up: Fan 72 12 0.075 0.116 Rect 10.0 12 153.9 0.123 Nearest Inch 775 40 0.223 0.355 ---Duct Name: SR-160, Supplies: Cellar Under Bedroom 1, Fittings: 3-A, 8-A2, 8-A2, 8-A2, 13-A, 4-G, Effective Length: 66.5 Runout, Reg: 8x12 0.0055 7 715 0.042 Up: ST-100 72 5.4 0.209 0.097 Rnd 20.0 7.7 46.5 0.139 Nearest Inch 191 36.7 0.084 0.494 ---Duct Name: SR-390, Supplies: Cellar Storage Mech. West, Fittings: 3-A, 8-A2, 8-A2, 8-A2, 13-A, 4-G, Effective Length: 61.2 Runout, Reg: 8x12 0.0055 7 625 0.024 Up: ST-100 72 5.4 0.161 0.074 Rnd 15.0 7.7 46.2 0.098 Nearest Inch 167 27.5 0.124 0.453 ---Duct Name: SR-400, Supplies: Cellar Stair, Fittings: 3-A, 8-A2, 8-A2, 8-A2, 13-A, 4-G, Effective Length: 24.7 Runout, Reg: 4x8 0.0055 3 835 0.090 Up: ST-100 72 2.4 0.900 0.133 Rnd 10.0 3.3 14.7 0.223 Nearest Inch 41 7.9 0.000 0.578 ---Duct Name: SR-410, Supplies: Cellar Playroom, Fittings: 3-A, 8-A2, 8-A2, 8-A2, 13-A, 4-G, Effective Length: 76.6 Runout, Reg: 12x12 0.0055 7 775 0.073 Up: ST-100 72 5.4 0.245 0.114 Rnd 30.0 7.7 46.6 0.188 Nearest Inch 207 55 0.035 0.543 ---Duct Name: SR-420, Supplies: Cellar Mech East, Fittings: 3-A, 8-A2, 8-A2, 8-A2, 13-A,4-G, Effective Length: 86.2 Runout, Reg: 8x12 0.0055 7 632 0.066 Up: ST-100 72 5.4 0.164 0.076 Rnd 40.0 7.7 46.2 0.142 Nearest Inch 169 73.3 0.081 0.497 Report Units: Pressure: in.wg, Duct lengths: feet, Duct sizes: inch, Airflow: CFM, Velocity: ft./min, Temperature: F Notes: Static pressure available values for return ducts are at the entrance of the duct. For supply, they are at the exit. The cumulative static pressure loss value for a return trunk is with respect to the entry point of the return runout upstream with the highest static pressure available. Total and cumulative static pressure loss values for the supply main trunk include any device pressure losses entered, and the cumulative may also include the total static pressure loss of the return side. Summary - - - - - Number of active trunks: 1 Number of active runouts: 5 Total runout outlet airflow: 775 Monday, April 10, 2023, 1:53 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Enqineerinq Lockwood II Residence Mattituck,NY 11952 Page-IL Tabular Manual D Ductsize Data - Duct System 1 - Supply (cony*_ Summary Main trunk airflow: 775 Largest trunk diameter: 13.1 ST-100 Largest runout diameter: 7 SR-160 Smallest trunk diameter: 13.1 ST-100 Smallest runout diameter: 3 SR-400 Supply fan external static pressure: 0.578 Supply fan device pressure losses: 0.000 Supply fan static pressure available: 0.578 Runout maximum cumulative static pressure loss: 0.578 SR-400 Return loss added to supply: 0.232 Total effective length of return (ft.): 278.3 RR-100 Total effective length of supply (ft.): 188.6 SR-400 Overall total effective length (ft.): 466.9 RR-100 to SR-400 Design overall friction rate per 100 ft.: 0.124 (Available SP x 100/TEL) System duct surface area (Scenario 1): 240.3 (Not linked to duct load) Total system duct surface area: 240.3 Monday,April 10, 2023, 1:53 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Enqineerinq Lockwood II Residence Mattituck,NY 11952 Page 12 Tabular Manual D Ductsize Data - Duct System 2 - Supply ---Duct Name, etc. Type(Reg.Size] Roughness Diameter Velocity SPL.Duct Upstream Temperature Width Loss/100 SPL.Fit Shape Length Height Fit.Eq.Len SPL.Tot Sizing CFM Area SP.A_vail -__ SPL.Cumul ---Duct Name: ST-130, Supplies Zones: 1, 2, Fittings: 1-A, 8-D1, 8-D1, Effective Length: 194.5 Trunk 0.0003 15.1 864 0.008 Up: Fan 72 12 0.078 0.144 Rect 10.0 16 184.5 0.152 Nearest Inch 1,152 46.7 0.578 0.375 ---Duct Name: ST-140, Supplies Zone: 1, Fittings: 2-F, 8-D1, 8-D1, 13-13, Effective Length: 224.9 Trunk 0.0003 14 801 0.030 Up: ST-130 72 11 0.075 0.138 Rect 40.0 15 184.9 0.168 Nearest Inch 918 173.3 0.411 0.543 ---Duct Name: ST-150, Supplies Zone: 2, Fittings: 2-F, 8-D1, 8-D1, 13-8, Effective Length: 92.9 Trunk 0.0003 8 624 0.005 Up: ST-130 72 6 0.095 0.084 Rect 5.0 9 87.9 0.088 Nearest Inch 234 12.5 0.490 0.464 ---Duct Name: SR-430, Supplies: Great Room (in Zone 1), Fittings: 3-A, 8-A2, 8-A2, 8-A2, 13-A, 4-G, Effective Length: 39.5 Runout, Reg: 6x10 0.0055 5 697 0.031 Up: ST-140 72 3.9 0.313 0.092 Rnd 10.0 5.5 29.5 0.124 Nearest Inch 95 13.1 0.287 0.667 ---Duct Name: SR-440, Supplies: Great Room (in Zone 1), Fittings: 3-A, 8-A2, 8-A2, 8-A2, 13-A, 4-G, Effective Length: 39.5 Runout, Reg: 6x10 0.0055 5 697 0.031 Up: ST-140 72 3.9 0.313 0.092 Rnd 10.0 5.5 29.5 0.124 Nearest Inch 95 13.1 0.287 0.667 ---Duct Name: SR-450, Supplies: Great Room (in Zone 1), Fittings: 3-A, 8-A2, 8-A2, 8-A2, 13-A,4-G, Effective Length: 49.5 Runout, Reg: 6x10 0.0055 5 697 0.063 Up: ST-140 72 3.9 0.313 0.092 Rnd 20.0 5.5 29.5 0.155 Nearest Inch 95 26.2 0.256 0.698 ---Duct Name: SR-460, Supplies: Kitchen / Dlning (in Zone 1), Fittings: 3-A, 8-A2, 8-A2, 8-A2, 13-A, 4-G, Effective Length: 56.2 Runout, Reg: 8x12 0.0055 7 617 0.016 Up: ST-140 72 5.4 0.157 0.072 Rnd 10.0 7.7 46.2 0.088 Nearest Inch 165 18.3 0.322 0.631 ---Duct Name: SR-470, Supplies: Kitchen / Dining (in Zone 1), Fittings: 3-A, 8-A2, 8-A2, 8-A2, 13-A, 4-G, Effective Length: 56.2 Runout, Reg: 8x12 0.0055 7 617 0.016 Up: ST-140 72 5.4 0.157 0.072 Rnd 10.0 7.7 46.2 0.088 Nearest Inch 165 18.3 0.322 0.631 Monday,April 10, 2023, 1:53 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Enqineerinq Lockwood II Residence Mattituck NY 11952 Page 13 Tabular Manual D Ductsize Data - Duct System 2 - Supply (cont'W ---Duct Name, etc. Type [Reg.Size] Roughness Diameter Velocity SPL,Duct Upstream Temperature Width Loss/100 SPL.Fit Shape Length Height Fit.Eq.Len SPL.Tot Sizing CFM Area SP.Avail SPL.Cumul ---Duct Name: SR-480, Supplies: Center Hall/Dressing (in Zone 2), Fittings: 3-A, 8-A2, 8-A2, 8-A2, 13-A, 4-G, Effective Length: 29.3 Runout, Reg: 4x8 0.0055 3 407 0.033 Up: ST-150 72 2.4 0.221 0.032 Rnd 15.0 3.3 14.3 0.065 Nearest Inch 20 11.8 0.425 0.528 ---Duct Name: SR-490, Supplies: Bedroom 1 (in Zone 2), Fittings: 3-A, 8-A2, 8-A2, 8-A2, 13-A, 4-G, Effective Length: 54.5 Runout, Reg: 6x10 0.0055 5 711 0.081 Up: ST-150 72 3.9 0.326 0.096 Rnd 25.0 5.5 29.5 0.178 Nearest Inch 97 32.7 0.312 0.641 ---Duct Name: SR-500, Supplies: Bedroom 1 (in Zone 2), Fittings: 3-A, 8-A2, 8-A2, 8-A2, 13-A, 4-G, Effective Length: 54.5 Runout, Reg: 6x10 0.0055 5 711 0.081 Up: ST-150 72 3.9 0.326 0.096 Rnd 25.0 5.5 29.5 0.178 Nearest Inch 97 32.7 0.312 0.641 ---Duct Name: SR-510, Supplies: Kitchen / Dining (in Zone 1), Fittings: 3-A, 8-A2, 8-A2, 8-A2, 13-A, 4-G, Effective Length: 61.2 Runout, Reg: 8x12 0.0055 7 617 0.024 Up: ST-140 72 5.4 0.157 0.072 Rnd 15.0 7.7 46.2 0.096 Nearest Inch 165 27.5 0.315 0.639 ---Duct Name: SR-520, Supplies: Stair Hall 1st(in Zone 1), Fittings: 3-A, 8-A2, 8-A2, 8-A2, 13-A, 4-G, Effective Length: 23.2 Runout, Reg: 4x8 0.0055 2 504 0.089 Up: ST-140 72 1.6 0.592 0.048 Rnd 15.0 2.2 8.2 0.137 Nearest Inch 11 7.9 0.273 0.680 ---Duct Name: SR-530, Supplies: Entry Hall (in Zone 1), Fittings: 3-A, 8-A2, 8-A2, 8-A2, 13-A, 4-G, Effective Length: 46.6 Runout, Reg: 4x8 0.0055 4 539 0.064 Up: ST-140 72 3.1 0.256 0.055 Rnd 25.0 4.4 21.6 0.119 Nearest Inch 47 26.2 0.291 0.662 ---Duct Name: SR-540, Supplies: Powder Room/Hall (in Zone 1), Fittings: 3-A, 8-A2, 8-A2, 8-A2, 13-A, 4-G, Effective Length: 33.3 Runout, Reg: 48 0.0055 2 733 0.308 Up: ST-140 72 1.6 1.233 0.102 Rnd 25.0 2.2 8.3 0.411 Nearest Inch 16 13.1 0.000 0.954 Monday, April 10, 2023, 1:53 PM CRhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. C__ Engineering Lockwood II Residence Mattituituck,_NY 119.52 Pa a 14 Tabular Manual D Ductsize Data - Duct System 2 - Supply (cont'd)- _ ---Duct Name, etc. Type(Reg.Size] Roughness Diameter Velocity SPL.Duct Upstream Temperature Width Loss/100 SPL.Fit Shape Length Height Fit.Eq.Len SPL.Tot Sizing CFM Area SP.Avail SPL.Cumul ---Duct Name: SR-550, Supplies: Mud/Laundry (in Zone 1), Fittings: 3-A, 8-A2, 8-A2, 8-A2, 13-A, 4-G, Effective Length: 41.8 Runout, Reg: 4x8 0.0055 4 733 0.094 Up: ST-140 72 3.1 0.469 0.102 Rnd 20.0 4.4 21.8 0.196 Nearest Inch 64 20.9 0.215 0.739 ---Duct Name: SR-560, Supplies: Bath 1 (in Zone 2), Fittings: 3-A, 8-A2, 8-A2, 8-A2, 13-A,4-G, Effective Length: 34.3 Runout, Reg: 4x8 0.0055 3 407 0.044 Up: ST-150 72 2.4 0.221 0.032 Rnd 20.0 3.3 14.3 0.076 Nearest Inch 20 15.7 0.414 0.539 Report Units: Pressure: in.wg, Duct lengths: feet, Duct sizes: inch,Airflow: CFM,Velocity: ft./min, Temperature: F Notes: Static pressure available values for return ducts are at the entrance of the duct. For supply, they are at the exit. The cumulative static pressure loss value for a return trunk is with respect to the entry point of the return runout upstream with the highest static pressure available. Total and cumulative static pressure loss values for the supply main trunk include any device pressure losses entered, and the cumulative may also include the total static pressure loss of the return side. Summary — Number of active trunks: 3 Number of active runouts: 14 Total runout outlet airflow: 1,152 Main trunk airflow: 1,152 Largest trunk diameter: 15.1 ST-130 Largest runout diameter: 7 SR-460 Smallest trunk diameter: 8 ST-150 Smallest runout diameter: 2 SR-520 Supply fan external static pressure: 0.954 Supply fan device pressure losses: 0.000 Supply fan static pressure available: 0.954 Runout maximum cumulative static pressure loss: 0.954 SR-540 Return loss added to supply: 0.224 Total effective length of return (ft.): 327.5 RR-120 Total effective length of supply (ft.): 452.6 SR-540 Overall total effective length (ft.): 780.1 RR-120 to SR-540 Design overall friction rate per 100 ft.: 0.122 (Available SP x 100/TEL) System duct surface area (Scenario 1): 510 (Not linked to duct load) Total system duct surface area: 510 Monday,April 10, 2023, 1:53 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Engineering Lockwood II Residence Matti uck NY 11952 Page 15 Tabular Manual D Ductsize Data - Duct System 3 - Supply _ ---Duct Name,etc. Type[Reg.Size] Roughness Diameter Velocity SPL.Duct Upstream Temperature Width Loss/100 SPL.Fit Shape Length Height Fit.Eq.Len SPL.Tot Sizing CFM Area SP.Avail SPL.Cumul ---Duct Name: STA60, Supplies Zones: 1, 2, Fittings: 1-A, 8-D1, 8-D1, Effective Length: 164.5 Trunk 0.0003 13.3 794 0.008 Up: Fan 72 10 0.079 0.121 Rect 10.0 15 154.5 0.129 Nearest Inch 827 41.7 0.611 0.344 ---Duct Name: ST-170, Supplies Zone: 1, Fittings: 2-F, 8-D1, 8-D1, 13-B, Effective Length: 116.3 Trunk 0.0003 9.1 710 0.010 Up: ST-160 72 7 0.102 0.108 Rect 10.0 10 106.3 0.118 Nearest Inch 345 28.3 0.493 0.463 ---Duct Name: ST-180, Supplies Zone: 2, Fittings: 2-F, 8-1211, 8-131, 13-13, Effective Length: 138.9 Trunk 0.0003 10.7 723 0.009 Up: ST-160 72 8 0.087 0.112 Rect 10.0 12 128.9 0.121 Nearest Inch 482 33.3 0.490 0.465 ---Duct Name: SR-570, Supplies: Bedroom 2(in Zone 1), Fittings: 3-A, 8-A2, 8-A2, 8-A2, 13-A,4-G, Effective Length: 49.6 Runout, Reg: 6x12 0.0055 5 777 0.078 Up: ST-170 72 3.9 0.388 0.115 Rnd 20.0 5.5 29.6 0.192 Nearest Inch 106 26.2 0.300 0.655 ---Duct Name: SR-580, Supplies: Bedroom 2(in Zone 1), Fittings: 3-A, 8-A2, 8-A2, 8-A2, 13-A,4-G, Effective Length:49.6 Runout, Reg: 6x12 0.0055 5 777 0.078 Up: ST-170 72 3.9 0.388 0.115 Rnd 20.0 5.5 29.6 0.192 Nearest Inch 106 26.2 0.300 0.655 ---Duct Name: SR-590, Supplies: Hall 2(in Zone 1), Fittings: 3-A, 8-A2, 8-A2, 8-A2, 13-A,4-G, Effective Length: 34.5 Runout, Reg: 4x8 0.0055 3 509 0.068 Up: ST-170 72 2.4 0.341 0.049 Rnd 20.0 3.3 14.5 0.118 Nearest Inch 25 15.7 0.375 0.580 ---Duct Name: SR-600, Supplies: Dressing 2(in Zone 1), Fittings: 3-A, 8-A2, 8-A2, 8-A2, 13-A,4-G, Effective Length: 34.2 Runout, Reg: 4x8 0.0055 3 387 0.040 Up: ST-170 72 2.4 0.200 0.028 Rnd 20.0 3.3 14.2 0.069 Nearest Inch 19 15.7 0.424 0.531 ---Duct Name: SR-610, Supplies: Bath 2 (in Zone 1), Fittings: 3-A, 8-A2, 8-A2, 8-A2, 13-A,4-G, Effective Length: 34.2 Runout, Reg: 48 0.0055 3 387 0.040 Up: ST-170 72 2.4 0.200 0.028 Rnd 20.0 3.3 14.2 0.069 Nearest Inch 19 15.7 0.424 0.531 Monday,April 10, 2023, 1:53 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Enqineerinq Lockwood II Residence Mattituck,NY 11952 Page 16, Tabular Manual D Ductsize Data - Duct System 3 - Supply (cont'd� ---Duct Name, etc, Type [Reg.Size) Roughness Diameter Velocity SPL.Duct Upstream Temperature Width Loss/100 SPL.Fit Shape Length Height Fit.Eq.Len SPL.Tot Sizing CFM_ Area _ SP.Avail SPL.Cumul ---Duct Name: SR-620, Supplies: Stair Hall 2nd (in Zone 1), Fittings: 3-A, 8-A2, 8-A2, 8-A2, 13-A,4-G, Effective Length: 41.9 Runout, Reg: 48 0.0055 4 802 0.112 Up: ST-170 72 3.1 0.559 0.122 Rnd 20.0 4.4 21.9 0.234 Nearest Inch 70 20.9 0.259 0.697 ---Duct Name: SR-630, Supplies: Office Hall (in Zone 2), Fittings: 3-A, 8-A2, 8-A2, 8-A2, 13-A, 4-G, Effective Length: 24.5 Runout, Reg: 4x8 0.0055 3 509 0.034 Up: ST-180 72 2.4 0.341 0.049 Rnd 10.0 3.3 14.5 0.083 Nearest Inch 25 7.9 0.407 0.549 ---Duct Name: SR-640, Supplies: Office (in Zone 2), Fittings: 3-A, 8-A2, 8-A2, 8-A2, 13-A, 4-G, Effective Length: 44.5 Runout, Reg: 6x10 0.0055 5 711 0.049 Up: ST-180 72 3.9 0.326 0.096 Rnd 15.0 5.5 29.5 0.145 Nearest Inch 97 19.6 0.345 0.611 ---Duct Name: SR-650, Supplies: Office (in Zone 2), Fittings: 3-A, 8-A2, 8-A2, 8-A2, 13-A, 4-G, Effective Length: 44.5 Runout, Reg: 6x10 0.0055 5 711 0.049 Up: ST-180 72 3.9 0.326 0.096 Rnd 15.0 5.5 29.5 0.145 Nearest Inch 97 19.6 0.345 0.611 ---Duct Name: SR-660, Supplies: Bedroom 3 hall (in Zone 2), Fittings: 3-A, 8-A2, 8-A2, 8-A2, 13-A, 4-G, Effective Length: 34.4 Runout, Reg: 4x8 0.0055 3 448 0.053 Up: ST-180 72 2.4 0.266 0.038 Rnd 20.0 3.3 14.4 0.091 Nearest Inch 22 15.7 0.399 0.557 ---Duct Name: SR-670, Supplies: Bath 3 (in Zone 2), Fittings: 3-A, 8-A2, 8-A2, 8-A2, 13-A, 4-G, Effective Length: 28.3 Runout, Reg: 4x8 0.0055 2 871 0.346 Up: ST-180 72 1.6 1.729 0.144 Rnd 20.0 2.2 8.3 0.490 Nearest Inch 19 10.5 0.000 0.956 ---Duct Name: SR-680, Supplies: Bedroom 3 (in Zone 2), Fittings: 3-A, 8-A2, 8-A2, 8-A2, 13-A,4-G, Effective Length: 54.7 Runout, Reg: 6x12 0.0055 5 814 0.106 Up: ST-180 72 3.9 0.425 0.126 Rnd 25.0 5.5 29.7 0.232 Nearest Inch 111 32.7 0.258 0.698 Monday, April 10, 2023, 1:53 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Enqineerinq Lockwood II Residence Mattituck NY 11952 _ Page 1 Tabular Manual D Ductsize Data - Duct System 3 - Supply (conVo ---Duct Name, etc. Type[Reg.Size) Roughness Diameter Velocity SPL.Duct Upstream Temperature Width Loss/100 SPL,Fit Shape Length Height Fit.Eq,Len SPL.Tot Sizing CFM - _ Area SP.Av_ ilk_ SPL.Cumul ---Duct Name: SR-690, Supplies: Bedroom 3 (in Zone 2), Fittings: 3-A, 8-A2, 8-A2, 8-A2, 13-A,4-G, Effective Length: 54.7 Runout, Reg: 6x12 0.0055 5 814 0.106 Up: ST-180 72 3.9 0.425 0.126 Rnd 25.0 5.5 29.7 0.232 Nearest Inch 111 32.7 0.258 0.698 Report Units: Pressure: in.wg, Duct lengths: feet, Duct sizes: inch, Airflow: CFM, Velocity: ft./min, Temperature: F Notes: Static pressure available values for return ducts are at the entrance of the duct. For supply, they are at the exit. The cumulative static pressure loss value for a return trunk is with respect to the entry point of the return runout upstream with the highest static pressure available. Total and cumulative static pressure loss values for the supply main trunk include any device pressure losses entered, and the cumulative may also include the total static pressure loss of the return side. I summary Number of active trunks: 3 Number of active runouts: 13 Total runout outlet airflow: 827 Main trunk airflow: 827 Largest trunk diameter: 13.3 ST-160 Largest runout diameter: 5 SR-570 Smallest trunk diameter: 9.1 ST-170 Smallest runout diameter: 2 SR-670 Supply fan external static pressure: 0.956 Supply fan device pressure losses: 0.000 Supply fan static pressure available: 0.956 Runout maximum cumulative static pressure loss: 0.956 SR-670 Return loss added to supply: 0.215 Total effective length of return (ft.): 269.6 RR-150 Total effective length of supply (ft.): 331.7 SR-670 Overall total effective length (ft.): 601.3 RR-150 to SR-670 Design overall friction rate per 100 ft.: 0.159 (Available SP x 100/TEL) System duct surface area (Scenario 1): 362.5 (Not linked to duct load) Total system duct surface area: 362.5 Monday, April 10, 2023, 1:53 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Engineering Lockwood II Residence Mattitu_ck_NY 11952 Page 18 Tabular Manual D Ductsize Data - Duct System 1 _-Return ] ---Duct Name, etc. Type [Reg.Sizel Roughness Diameter Velocity SPL.Duct Upstream Temperature Width Loss/100 SPL.Fit Shape Length Height Fit.Eq.Len SPL,Tot Sizing _ __ CFM_ _ -_ Area- SP.Avail SPL.Cumul ---Duct Name: RT-100, Fittings: 8-D1, 8-D1, 10-A, Effective Length: 158.9 Trunk 0.005 14 676 0.004 Up: Fan 72 11 0.083 0.128 Rect 5.0 15 153.9 0.132 Nearest Inch 775 21.7 -0.099 0.232 ---Duct Name: RR-100, Returns From: Cellar Mech East, Cellar Playroom, Cellar Stair, Cellar Storage Mech. West, Cellar Under Bedroom 1, Fittings: 3-A, 8-A2, 8-A2, 8-A2, 13-A, 4-G, Effective Length: 119.3 Runout, Reg: 24x24 0.005 14 676 0.013 Up: RT-100 72 11 0.083 0.087 Rect 15.0 15 104.3 0.099 Nearest Inch 775 65 0.000 0.099 Report Units: Pressure: in.wg, Duct lengths: feet, Duct sizes: inch, Airflow: CFM, Velocity: ft./min, Temperature: F Notes: Static pressure available values for return ducts are at the entrance of the duct. For supply, they are at the exit. The cumulative static pressure loss value for a return trunk is with respect to the entry point of the return runout upstream with the highest static pressure available. Total and cumulative static pressure loss values for the supply main trunk include any device pressure losses entered, and the cumulative may also include the total static pressure loss of the return side. Summar r� Number of active trunks: 1 Number of active runouts: 1 Total runout outlet airflow: 775 Main trunk airflow: 775 Largest trunk diameter: 14 RT-100 Largest runout diameter: 14 RR-100 Smallest trunk diameter: 14 RT-100 Smallest runout diameter: 14 RR-100 Runout maximum cumulative static pressure loss: 0.099 RR-100 Return loss added to supply: 0.232 Total effective length of return (ft.): 278.3 RR-100 System duct surface area (Scenario 1): 86.7 (Not linked to duct load) Total system duct surface area: 86.7 Monday, April 10, 2023, 1:53 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Engineering Lockwood II Residence Mattituck.NY 11952 Page 19 Tabular Manual D Ductsize Data - Duct System 2 - Return ---Duct Name,etc. Type[Reg.Size] Roughness Diameter Velocity SPL.Duct Upstream Temperature Width Loss/100 SPL,Fit Shape Length Height Fit.Eq.Len SPL.Tot Sizing FM Area SP.Avall SPL.Cumul ---Duct Name: RT-110, Fittings: 8-D1,8-D1, 10-A, Effective Length: 213.3 Trunk 0.005 17.1 670 0.010 Up: Fan 72 13 0.064 0.126 Rect 15.0 19 198.3 0.136 Nearest Inch 1,150 80 -0.088 0.224 ---Duct Name: RR-120, Returns From: Great Room, Entry Hall, Powder Room/Hall, Mud/Laundry, Kitchen/ Dining, Stair Hall 1st, Fittings: 3-A, 8-A2, 8-A2, 8-A2, 13-A,4-G, Effective Length: 114.2 Runout, Reg: 24x24 0.005 15.1 634 0.012 Up: RT-110 72 26 0.077 0.077 Rect 15.0 8 99.2 0.088 Nearest Inch 916 85 0.000 0.088 ---Duct Name: RR-130, Returns From: Center Hall/Dressing, Bedroom 1, Bath 1, Fittings: 3-A, 8-A2, 8-A2, 8-A2, 13-A, 4-G, Effective Length: 75.3 Runout, Reg: 12x12 0.005 9.3 467 0.010 Up: RT-110 72 9 0.069 0.042 Rect 15.0 8 60.3 0.052 Nearest Inch 234 42.5 -0.036 0.052 Report Units: Pressure: in.wg, Duct lengths: feet, Duct sizes: inch,Airflow: CFM,Velocity: ft./min,Temperature: F Notes: Static pressure available values for return ducts are at the entrance of the duct. For supply, they are at the exit. The cumulative static pressure loss value for a return trunk is with respect to the entry point of the return runout upstream with the highest static pressure available. Total and cumulative static pressure loss values for the supply main trunk include any device pressure losses entered, and the cumulative may also include the total static pressure loss of the return side. [Summary Number of active trunks: 1 Number of active runouts: 2 Total runout outlet airflow: 1,150 Main trunk airflow: 1,150 Largest trunk diameter: 17.1 RT-110 Largest runout diameter: 15.1 RR-120 Smallest trunk diameter: 17.1 RT-110 Smallest runout diameter: 9.3 RR-130 Runout maximum cumulative static pressure loss: 0.088 RR-120 Return loss added to supply: 0.224 Total effective length of return (ft.): 327.5 RR-120 System duct surface area (Scenario 1): 207.5 (Not linked to duct load) Total system duct surface area: 207.5 Monday,April 10, 2023, 1:53 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software DevelopmeK Inc. Condon Engineering Lockwood 11 Residence Mattituck.NY 11952 Page 20 Tabular Manual D Ductsize Data - Duct System 3 - Return - ---Duct Name, etc. Type[Reg.Size] Roughness Diameter Velocity SPL.Duct Upstream Temperature Width Loss/100 SPL.Fit Shape Length Height Fit.Eq.Len SPL.Tot Sizing _. - _ -__ CFM - -_- Area _ SP.Avail SPL.Cumul ---Duct Name: RT-120, Fittings: 8-131, 8-D1, 10-A, Effective Length: 174.4 Trunk 0.005 14.4 675 0.012 Up: Fan 72 11 0.080 0.128 Rect 15.0 16 159.4 0.140 Nearest Inch 825 67.5 -0.075 0.215 ---Duct Name: RR-140, Returns From: Bedroom 2, Hall 2, Dressing 2, Bath 2, Stair Hall 2nd, Fittings: 3-A, 8-A2, 8-A2, 8-A2, 13-A,4-G, Effective Length: 83.5 Runout, Reg: 24x24 0.005 10.2 562 0.013 Up: RT-120 72 11 0.088 0.060 Rect 15.0 8 68.5 0.073 Nearest Inch 343 47.5 -0.002 0.073 ---Duct Name: RR-150, Returns From: Office Hall, Office, Bedroom 3 hall, Bath 3, Bedroom 3, Fittings: 3-A, 8- A2, 8-A2, 8-A2, 13-A,4-G, Effective Length: 95.2 Runout, Reg: 24x24 0.005 11.8 578 0.012 Up: RT-120 72 15 0.079 0.064 Rect 15.0 8 80.2 0.075 Nearest Inch 482 57.5 0.000 0.075 Report Units: Pressure: in.wg, Duct lengths: feet, Duct sizes: inch,Airflow: CFM,Velocity: ft./min, Temperature: F Notes: Static pressure available values for return ducts are at the entrance of the duct. For supply, they are at the exit. The cumulative static pressure loss value for a return trunk is with respect to the entry point of the return runout upstream with the highest static pressure available. Total and cumulative static pressure loss values for the supply main trunk include any device pressure losses entered, and the cumulative may also include the total static pressure loss of the return side. Summary Number of active trunks: 1 Number of active runouts: 2 Total runout outlet airflow: 825 Main trunk airflow: 825 Largest trunk diameter: 14.4 RT-120 Largest runout diameter: 11.8 RR-150 Smallest trunk diameter: 14.4 RT-120 Smallest runout diameter: 10.2 RR-140 Runout maximum cumulative static pressure loss: 0.075 RR-150 Return loss added to supply: 0.215 Total effective length of return (ft.): 269.6 RR-150 System duct surface area (Scenario 1): 172.5 (Not linked to duct load) Total system duct surface area: 172.5 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. Monday,April 10, 2023, 1:53 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Enqineerinq Lockwood II Residence i Mattituck NY 11952 Page 21 Tabular Manual D Ductsize - Pressure Changes Graph - System 1 Pressure Changes Through Route with Highest Static Pressure Loss 04 D 03 E 0.2 3 0.1 c H A d 0.0 a` -0.1 B -0.2 C -0.3 —e— Static Pressure Available --�— Velocity Pressure -�-- Total Pressure Available Notes: Return side point values are at entrance of duct, while supply side points are at exit. When a return system is present, an additional return side point named [Fan Entrance] is drawn in the graph to show the static pressure available at the entrance of the fan. When a supply system is present, and an additional supply side point named [Fan Exit] is drawn to show the static pressure available at the exit of the fan. Any device pressure losses entered for the supply main trunk are accounted for between the fan entry and exit points. P in __Name Static Pressure Available Total Pressure Avallable A RR-100 0.000 0.028 B RT-100 -0.099 -0.071 C [Fan Entrance] -0.232 -0.204 D [Fan Exit] 0.346 0.383 E ST-100 0.223 0.260 F SR-400 0.000 0.043 Monday, April 10, 2023, 1:53 PM I Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Engineering Lockwood II Residence Mattituck,NY 11952 _ _ _ _ __ Pa a 22 Tabular Manual D Ductsize - Pressure Changes Graph - System 2 Pressure Changes Through Route with Highest Static Pressure Loss 0.8 D 0.7 0.6 E 0.5 F 04 3 0.3 c ai m 0.2 N a` 0.1 A 0.0 G -0.1 B -0.2 C -0.3 —� Static Pressure Available —�-- Velocity Pressure —�-- Total Pressure Available Point Notes: Return side point values are at entrance of duct,while supply side points are at exit. When a return system is present, an additional return side point named [Fan Entrance] is drawn in the graph to show the static pressure available at the entrance of the fan. When a supply system is present, and an additional supply side point named [Fan Exit] is drawn to show the static pressure available at the exit of the fan. Any device pressure losses entered for the supply main trunk are accounted for between the fan entry and exit points. Point Name Static Pressure Available Total Pressure Available A RR-120 0.000 0.025 B RT-110 -0.088 -0.060 C [Fan Entrance] -0.224 -0.196 D [Fan Exit] 0.730 0.776 E ST-130 0.578 0.624 F ST-140 0.411 0.450 G SR-540 0.000 0.033 Monday,April 10, 2023, 1:53 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Engineerinq Lockwood II Residence �attituck NY 11952 Page 23 Tabular Manual D Ductsize - Pressure Changes Graph - System 3 Pressure Changes Through Route with Highest Static Pressure Loss 0.8 D 0.7 E 0.6 0.5 F 0.4 3 0.3 c w 0.2 d a` 0.1 A 0.01 G -0.1 B -0.2 C -0.3 t Static Pressure Available —0— Velocity Pressure Total Pressure Available Notes: Return side point values are at entrance of duct, while supply side points are at exit. When a return system is present, an additional return side point named [Fan Entrance] is drawn in the graph to show the static pressure available at the entrance of the fan. When a supply system is present, and an additional supply side point named [Fan Exit] is drawn to show the static pressure available at the exit of the fan. Any device pressure losses entered for the supply main trunk are accounted for between the fan entry and exit points. PointName Static Pressure Available Total Pressure Avallab(6 A RR-150 0.000 0.021 B RT-120 -0.075 -0.047 C [Fan Entrance] -0.215 -0.187 D [Fan Exit] 0.740 0.779 E ST-160 0.611 0.650 F ST-180 0.490 0.522 G SR-670 0.000 0.047 Monday, April 10, 2023, 1:53 PM 1 , Rhvac-Residential& _ glnme,.. it HVAC Loads Elite Software Development,Inc. of Lockwood If Residence Page 24 Total Building Summary Loads Component - Let V Son � Total Description Quan Loss Gain Gain Gain 2A-w-o: Glazing-Double pane low-e(e= 0.60), operable 45.8 825 0 1,068 1,068 window,wood frame, outdoor insect screen with 50% coverage, U-value 0.3, SHGC 0.25 2B-w-o: Glazing-Double pane low-e (e= 0.60), fixed 532.4 9,584 0 6,479 6,479 sash, wood frame, outdoor insect screen with 50% coverage, U-value 0.3, SHGC 0.25 2B-w-o: Glazing-Double pane low-e(e= 0.60), fixed 247.8 4,461 0 4,085 4,085 sash, wood frame, U-value 0.3, SHGC 0.25 8Bc-sww: Glazing-Skylight, Flat double pane clear, small 39 1,310 0 2,047 2,047 curb, wood sash,wood curb, no insulation, plywood shaft, no insulation, horizontal, U-value 0.56, SHGC 0.21 11 D: Door-Wood- Solid Core, U-value 0.39 23.1 541 0 171 171 151315-0m-6: Wall-Basement, , framing with R-15 sill to 1744.8 7,560 0 156 156 floor in 2 x 4 cavity, core, no board insulation, plus interior finish, metal studs, 6'floor depth, U-value 0.061, above grade U-value 0.112 12E-2bw: Wall-Frame, R-19 insulation in 2 x 6 stud 27.3 103 0 6 6 cavity, R-2 board insulation, brick finish, wood studs, U-value 0.063 12E-Osw: Wall-Frame, R-19 insulation in 2 x 6 stud 2818.1 11,500 0 1,996 1,996 cavity, no board insulation, siding finish, wood studs, U-value 0.068 R49: Roof/Ceiling-Roof Joists Between Roof Deck and 2131.2 2,610 0 1,650 1,650 Ceiling or Foam Encapsulated Roof Joists, Custom, R49 open cell or Batt, U-value 0.02 22A-ph-c: Floor-Slab on grade, No edge insulation, no 238 19,391 0 0 0 insulation below floor, carpet covering, passive, heavy moist soil, U-value 1.358 Subtotals for structure: 57,885 0 17,658 17,658 People: 26 5,200 5,980 11,180 Equipment: 1,349 19,412 20,761 Lighting: 0 0 0 Ductwork: 0 0 0 0 Infiltration: Winter CFM: 126, Summer CFM: 84 8,282 1,723 737 2,460 Ventilation: Winter CFM: 105, Summer CFM: 105 6,913 2,149 922 3,071 Exhaust: Winter CFM: 165, Summer CFM: 165 Humidification (Winter) 9.10 gal/day : 3,339 0 0 0 AED Excursion: 0 0 1,016 1,016 Total Building Load Totals: 76,419 10,421 45,725 56,146 Check Figures Total Building Supply CFM: 2,750 CFM Per Square ft.: 0.584 Square ft. of Room Area: 4,711 Square ft. Per Ton: 927 Volume (ft'): 33,481 Building Loads Total Heating Required Including Ventilation Air: 76,419 Btuh 76.419 MBH Total Sensible Gain: 45,725 Btuh 81 % Total Latent Gain: 10,421 Btuh 19 % Total Cooling Required Including Ventilation Air: 56,146 Btuh 4.68 Tons (Based On Sensible+ Latent) 5.08 Tons (Based On 75% Sensible Capacity) 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. Monday,April 10, 2023, 1:53 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Engineering Lockwood II Residence Mattituck NY 11952 Page 39 Detailed Room Loads - Room 7 -_Entry Hall (Average Load Procedure) 'General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 10.0 ft. System Number: 2 Room Width: 11.0 ft. Zone Number: 1 Area: 110.0 sq.ft. Supply Air: 47 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 3.2 AC/hr Volume: 880 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Percent of Supply.: 0 % Actual Summer Vent.: 0 CFM Percent of Supply: 0 % Actual Winter Infil.: 6 CFM Actual Summer Infil.: 5 CFM F em Area -U- Htg Son Clg Lat Sen Description -Quantity Value HTM _- Loss HTM Gain i S-Wall-1 2E-Osw 11 X 8 76 0.068 4.1 310 0.7 0 54 E-Wall-1 2E-Osw 10 X 8 45 0.068 4.1 184 0.7 0 32 E-Door-11 D 3.3 X 7 23.1 0.390 23.4 541 7.4 0 171 S-GIs-2B-w-o shgc-0.25 0%S 12 0.300 18.0 215 11.9 0 142 E-GIs-213-w-o shgc-0.25 0%S 11.9 0.300 18.0 214 25.9 0 308 UP-Roof-R49 10 X 11 110 0.020 1.2 135 0.8 0 85 Subtotals for Structure: 1,599 0 792 Infil.:Win.: 5.9, Sum.:4.6 168 2.304 387 0.244 95 41 AED Excursion: 17 Room Totals: 1,986 95 850 Eguinment Cooling Loads 7 Cont. Cont, Output Output Avg. Pct Sens. Lat. Sens. Lat, In-Use Used Load Load Item Name _ __ _—Btuh_ Stuh Output /Hour Btuh Btuh Miscellaneous Equipment -913 0 100 100 -913 0 Stereo 375 0 100 100 375 0 Computer and monitor 1536 0 35 100 538 0 Total 0 0 Monday, April 10, 2023, 1:53 PM I vac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Enqineerinq Lockwood II Residence Mattituck,NY 11952 _ Page 40 Detailed Room Loads - Room 8 - Powder Room/Hall (Average Load Procedure) General Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 10.0 ft. System Number: 2 Room Width: 9.5 ft. Zone Number: 1 Area: 95.0 sq.ft. Supply Air: 16 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 1.2 AC/hr Volume: 760 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Percent of Supply.: 0 % Actual Summer Vent.: 0 CFM Percent of Supply: 0 % Actual Winter Infil.: 3 CFM Actual Summer Infil.: 2 CFM Item Area -U- Htg Son Cig Lot Son DesCrl tlon _ _ Quantity Value HTM Loss HTM Gain Gain S-Wall-12E-Osw 9.5 X 8 64 0.068 4.1 261 0.7 0 45 S -GIs-213-w-o shgc-0.25 0%S 12 0.300 18.0 215 11.9 0 142 UP-Roof-R49 10 X 9.5 95 0.020 1.2 116 0.8 0 74 Subtotals for Structure: 592 0 261 Infil.: Win.: 2.7, Sum.: 2.1 76 2.303 175 0.237 43 18 AED Excursion: 6 Room Totals: 767 43 285 Equipment 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 Miscellaneous Equipment -913 0 100 100 -913 0 Stereo 375 0 100 100 375 0 Computer and monitor 1536 0 35 100 538 0 Total 0 0 Monday, April 10, 2023, 1:53 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Enqineerinq Lockwood II Residence Mattituck.NY 11952 Page 41 [Detailed Room Loads - Room 9 - Mud/Laundry (Average Load Procedure) I General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 10.0 ft. System Number: 2 Room Width: 13.0 ft. Zone Number: 1 Area: 130.0 sq.ft. Supply Air: 64 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 3.7 AC/hr Volume: 1,040 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Percent of Supply.: 0 % Actual Summer Vent.: 0 CFM Percent of Supply: 0 % Actual Winter Infil.: 6 CFM Actual Summer Infil.: 5 CFM item Area -U. Htg San Clg Lot San Description Quantity Value HTM Loss HTM GaIn Gain S-Wall-12E-Osw 13 X 8 92 0.068 4.1 376 0.7 0 65 W-Wall-1 2E-Osw 7.5 X 8 39 0.068 4.1 159 0.7 0 28 S-GIs-2B-w-o shgc-0.25 0%S 12 0.300 18.0 215 11.9 0 142 W-GIs-2B-w-o shgc-0.25 66%S 21 0.300 18.0 378 13.5 0 283 UP-Roof-R49 10 X 13 130 0.020 1.2 159 0.8 0 101 Subtotals for Structure: 1,287 0 619 Infil.: Win.: 5.7, Sum.: 4.5 164 2.299 377 0.244 93 40 AED Excursion: 23 Equipment: 0 478 Room Totals: 1,664 93 1,160 Equipment Cooling Loads Cont, Cont. Output Output Avg. Pct Sens, Lat. Sens. Lat, In-Use Used Load Load Btuh Btuh Output /Hour Btuh _ _ Btuh Vented clothes dryer- 10 percent to space 1707 0 50 50 427 0 Clothes washing machine- 10 percent to space 205 0 50 50 51 0 Total 478 0 Monday, April 10, 2023, 1:53 PM r Rhvac-Residential&Light Commercial HVAC Loads — Elite Software Development,Inc. Condon Engineering Lockwood II Residence Mattituck,NY 11952 Page 42 j Detailed Room Loads - Room 10 - Kitchen/Dining (Average Load Procedure) - General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 15.5 ft. System Number: 2 Room Width: 21.5 ft. Zone Number: 1 Area: 333.3 sq.ft. Supply Air: 494 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 11.1 AC/hr Volume: 2,666 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 3 Actual Winter Vent.: 0 CFM Percent of Supply.: 0 % Actual Summer Vent.: 0 CFM Percent of Supply: 0 % Actual Winter Infil.: 10 CFM Actual Summer Infil.: 8 CFM Item Area -U- Htg Son Clg Lat Sen Description Q_uant4___ Value HTM Loss HTM Gain -_ Gain S-Wall-12E-Osw 21.5 X 8 104.5 0.068 4.1 427 0.7 0 74 E-Wall-1 2E-Osw 11 X 8 88 0.068 4.1 359 0.7 0 62 W-Wall-12E-Osw 4 X 8 32 0.068 4.1 131 0.7 0 23 S-GIs-2B-w-o shgc-0.25 0%S 46.5 0.300 18.0 836 11.9 0 553 S-GIs-26-w-o shgc-0.25 0%S 21 0.300 18.0 378 13.2 0 278 UP-Sky-8Bc-sww shgc-0.21 27 0.560 33.6 907 52.5 0 1,417 UP-Roof-R49 15.5 X 21.5 306.2 0.020 1.2 375 0.8 0 237 Subtotals for Structure: 3,413 0 2,644 Infil.: Win.: 10.2, Sum.: 8.1 292 2.301 672 0.243 165 71 AED Excursion: 176 People: 200 Iat/per, 230 sen/per: 4 800 920 Equipment: 1,349 5,170 Room Totals: 4,085 2,314 8,981 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 Coffee maker-brewer 1331 717 100 25 333 179 Cooking range no hood -four burners on high heat 13311 7167 25 25 832 448 Toaster 3532 392 100 10 353 39 Dishwasher 4096 1433 100 25 1024 358 Microwave 4949 1732 75 25 928 325 Refrigerator or freezer- 16 cubic feet 1000 0 100 100 1000 0 Refrigerator or freezer- 12 cubic feet 700 0 100 100 700 0 Total 5170 1349 Monday,April 10, 2023, 1:53 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,inc. Condon Enqineerinq Lockwood II Residence Mattituck,NY 11952 Page 43, [Detailed Room Loads - Room 11 - Stair Hall 1 s(Average Load -Procedure) rGeneral Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 9.0 ft. System Number: 2 Room Width: 18.0 ft. Zone Number: 1 Area: 162.0 sq.ft. Supply Air: 11 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 0.5 AC/hr Volume: 1,296 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Percent of Supply.: 0 % Actual Summer Vent.: 0 CFM Percent of Supply: 0 % Actual Winter Infil.: 8 CFM Actual Summer Infil.: 6 CFM tem Area -U- Htg Son Clg Lat San Description Quantity Value HTM Lose HTM Gal n Gain W-Wall-1 2E-Osw 9 X 8 72 0.068 4.1 294 0.7 0 51 N-Wall-12E-Osw 18 X 8 144 0.068 4.1 588 0.7 0 102 Subtotals for Structure: 882 0 153 Infil.: Win.: 7.6, Sum.: 6.0 216 2.301 497 0.241 122 52 AED Excursion: 4 Room Totals: 1,379 122 209 Equipment Cooling Loads _ Cont. Cont. Output Output Avg, Pet Sens. Lat. Sens. Lat, In-Use Used Load Load Miscellaneous Equipment -913 0 100 100 -913 0 Stereo 375 0 100 100 375 0 Computer and monitor 1536 0 35 100 538 0 Total 0 0 Monday,April 10, 2023, 1:53 PM r Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Enqineerinq Lockwood II Residence Mattituck,NY_11952 Pa a 44 Detailed Room Loads - Room 12 - Center Hall/Dressing (Average Load Procedure aenerai - Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 15.5 ft. System Number: 2 Room Width: 12.0 ft. Zone Number: 2 Area: 186.0 sq.ft. Supply Air: 20 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 0.8 AC/hr Volume: 1,488 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Percent of Supply.: 0 % Actual Summer Vent.: 0 CFM Percent of Supply: 0 % Actual Winter Infil.: 4 CFM Actual Summer Infil.: 3 CFM FDOSCOpton Area -U- Htg Son Cig Lat Sen Quantity Value HTM Loss_ HTM Gain Gain W-Wall-12E-Osw 15.5 X 8 113.8 0.068 4.1 464 0.7 0 80 W-GIs-2B-w-o shgc-0.25 0%S 10.2 0.300 18.0 184 23.3 0 238 Subtotals for Structure: 648 0 318 Infil.: Win.: 4.3, Sum.: 3.4 124 2.298 285 0.242 70 30 AED Excursion: 7 Room Totals: 933 70 355 Equipment Cooling Loads _ I Cont. Cont, Output Output Avg. Pct Sens, Lat. Sens. Lat. In-Use Used Load Load Item Name Stuh Btuh Output /Hour Stuh Btuh Miscellaneous Equipment -913 0 100 100 -913 0 Stereo 375 0 100 100 375 0 Computer and monitor 1536 0 35 100 538 0 Total 0 0 Monday, April 10, 2023, 1:53 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Engineering Lockwood II Residence Mattituck NY 11952 Paae_45 Detailed Room Loads - Room 13 - Bedroom 1 (Average Load Procedure- FGeneral :1 Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 13.0 ft. System Number: 2 Room Width: 18.0 ft. Zone Number: 2 Area: 234.0 sq.ft. Supply Air: 194 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 6.2 AC/hr Volume: 1,872 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Percent of Supply.: 0 % Actual Summer Vent.: 0 CFM Percent of Supply: 0 % Actual Winter Infil.: 12 CFM Actual Summer Infil.: 10 CFM Fem Area -U- Htg Son Clg Lat San 'Description Quantity Value HTM Loss HTM Gain Gain S-Wall-12E-Osw 18 X 8 79.4 0.068 4.1 324 0.7 0 56 E-Wall-12E-Osw 13 X 8 83 0.068 4.1 339 0.7 0 59 W-Wall-12E-Osw 13 X 8 92 0.068 4.1 376 0.7 0 65 S-GIs-2B-w-o shgc-0.25 100%S 64.6 0.300 18.0 1,164 6.5 0 418 E-GIs-2B-w-o shgc-0.25 31%S 21 0.300 18.0 378 20.0 0 419 W-GIs-26-w-o shgc-0.25 0%S 12 0.300 18.0 215 25.8 0 309 Subtotals for Structure: 2,796 0 1,326 Infil.: Win.: 12.3, Sum.: 9.7 352 2.301 810 0.241 199 85 AED Excursion: 69 People: 200 [at/per, 230 sen/per: 2 400 460 Equipment: 0 1,596 Room Totals: 3,606 599 3,536 LE_QLy nt Cooiing Loads _ —M Cont. Cont. Output Output Avg, Pct Sens, Lat. Sens. Lat, In-Use Used Load Load Stereo 375 0 100 100 375 0 Computer and monitor 1536 0 35 100 538 0 Color television 683 0 100 100 683 0 Total 1596 0 Monday,April 10, 2023, 1:53 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Engineering Lockwood II Residence Mattituck NY 11952 - Page 46j Detailed Room Loads - Room 14 - Bath 1 (Average Load Procedures Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 15.5 ft. System Number: 2 Room Width: 10.0 ft. Zone Number: 2 Area: 155.0 sq.ft. Supply Air: 20 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 1.0 AC/hr Volume: 1,240 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Percent of Supply.: 0 % Actual Summer Vent.: 0 CFM Percent of Supply: 0 % Actual Winter Infil.: 7 CFM Actual Summer Infil.: 5 CFM Item Area -U- Htg Son Clg Let Son Descri�tlon - - - ti Quan Val-us - HTM__ Loss_ - HTM Gain _ _Gain S-Wall-1 2E-Osw 4 X 8 16.5 0.068 4.1 67 0.7 0 12 N-Wall-12E-Osw 4 X 8 32 0.068 4.1 131 0.7 0 23 W-Wall-1 2E-Osw 15.5 X 8 124 0.068 4.1 506 0.7 0 88 S-GIs-2B-w-o shgc-0.25 0%S 15.5 0.300 18.0 278 11.9 0 184 Subtotals for Structure: 982 0 307 Infil.: Win.: 6.6, Sum.: 5.2 188 2.303 433 0.245 106 46 AED Excursion: 7 Room Totals: 1,415 106 360 Monday,April 10, 2023, 1:53 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Enqineerinq Lockwood II Residence Mattituck NY 11952 Page 47 Detailed Room Loads - Room 15 - Bedroom 2 (Average Load Procedures General - Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 12.0 ft. System Number: 3 Room Width: 18.0 ft. Zone Number: 1 Area: 216.0 sq.ft. Supply Air: 211 CFM Ceiling Height: 10.6 ft. Supply Air Changes: 5.5 AC/hr Volume: 2,290 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 29 CFM Percent of Supply.: 14 % Actual Summer Vent.: 27 CFM Percent of Supply: 13 % Actual Winter Infil.: 10 CFM Actual Summer Infil.: 4 CFM Item Area -U- Htg Son Cig Lot San ri Quantity Value HTM - _ Lose — HTM N-Wall-12E-Osw 18 X 10.6 140.8 0.068 4.1 575 0.7 0 100 E -Wall-12E-Osw 12 X 8 82.7 0.068 4.1 338 0.7 0 59 W-Wall-1 2E-Osw 12 X 8 82.7 0.068 4.1 338 0.7 0 59 N -GIs-213-w-o shgc-0.25 100%S 50 0.300 18.0 900 6.5 0 323 E-GIs-213-w-o shgc-0.25 0%S 13.3 0.300 18.0 239 25.9 0 343 W-GIs-213-w-o shgc-0.25 0%S 13.3 0.300 18.0 239 25.9 0 343 UP-Roof-R49 12 X 18 216 0.020 1.2 264 0.8 0 167 Subtotals for Structure: 2,893 0 1,394 Infil.: Wn.: 10.2, Sum.: 4.5 383 1.755 672 0.102 92 39 People: 200 [at/per, 230 sen/per: 2 400 460 Equipment: 0 1,596 Room Totals: 3,565 492 3,489 EQUIpment Cooling Loads Cont. Cont. Output Output Avg. Pct Sens. Lat, Sens. Lat. In-Use Used Load Load Item Nam Btuh Btuh Output /Hour Btuh _B Computer and monitor 1596 0 100 100 1596 0 Total 1596 0 Monday, April 10, 2023, 1:53 PM e Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,; Condon Engineering Lockwood II Resid Mattitu NY 11952 Pa Detailed Room Loads - Room 16 - Hall 2 (Average Load Procedure - General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 11.0 ft. System Number: 3 Room Width: 4.5 ft. Zone Number: 1 Area: 49.5 sq.ft. Supply Air: 25 CFM Ceiling Height: 10.6 ft. Supply Air Changes: 2.8 AC/hr Volume: 525 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 6 CFM Percent of Supply.: 25 % Actual Summer Vent.: 3 CFM Percent of Supply: 13 % Actual Winter Infil.: 2 CFM Actual Summer Infil.: 1 CFM Item Area -U- Htg Son Clg Let Son Description_ _- _ - - Quanta --Value HTM Loss HTM Gain E-Wall-1 2E-Osw 11 X 8 74.7 0.068 4.1 305 0.7 0 53 E-GIs-213-w-o shgc-0.25 0%S 13.3 0.300 18.0 239 23.3 0 309 UP-Roof-R49 11 X 4.5 49.5 0.020 1.2 61 0.8 0 38 Subtotals for Structure: 605 0 400 Infil.: Win.: 2.3, Sum.: 1.0 88 1.750 154 0.102 21 9 Room Totals: 759 21 409 Monday,April 10, 2023, 1:53 PM r Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Enqineerinq Lockwood II Residence Mattituck NY 11952 Page 49 Detailed Room Loads - Room 17 - Dressing 2 (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 6.0 ft. System Number: 3 Room Width: 14.0 ft. Zone Number: 1 Area: 84.0 sq.ft. Supply Air: 19 CFM Ceiling Height: 10.6 ft. Supply Air Changes: 1.3 AC/hr Volume: 890 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 4 CFM Percent of Supply.: 22 % Actual Summer Vent.: 2 CFM Percent of Supply: 13 % Actual Winter Infil.: 1 CFM Actual Summer Infil.: 1 CFM Item Area -U- Htg Son Clg Lot Son DescOptlon Quantity Value HTM Loss _ HTM_ Gain Ggln W-Wall-1 2E-Osw 6 X 8 38.8 0.068 4.1 158 0.7 0 27 W-GIs-213-w-o shgc-0.25 0%S 9.2 0.300 18.0 165 23.3 0 214 UP-Roof-R49 6 X 14 84 0.020 1.2 103 0.8 0 65 Subtotals for Structure: 426 0 306 Infil.: Win.: 1.3, Sum.: 0.6 48 1.750 84 0.104 12 5 Room Totals: 510 12 311 Monday, April 10, 2023, 1:53 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Engineering Lockwood II Residence Mattituck�NY 11952 Page 50 Detailed Room Loads - Room 18 - Bath 2 (Average Load Procedure) General 71 Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 6.0 ft. System Number: 3 Room Width: 14.0 ft. Zone Number: 1 Area: 84.0 sq.ft. Supply Air: 19 CFM Ceiling Height: 10.6 ft. Supply Air Changes: 1.3 AC/hr Volume: 890 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 4 CFM Percent of Supply.: 22 % Actual Summer Vent.: 2 CFM Percent of Supply: 13 % Actual Winter Infil.: 1 CFM Actual Summer Infil.: 1 CFM Item Area -U- Htg Son Cig Let Son Deacript Ion_ - _Quanti Value H_TM Loss _ HTM Gain Gain W-Wall-1 2E-Osw 6 X 8 38.8 0.068 4.1 158 0.7 0 27 W-GIs-26-w-o shgc-0.25 0%S 9.2 0.300 18.0 165 23.3 0 214 UP-Roof-R49 6 X 14 84 0.020 1.2 103 0.8 0 65 Subtotals for Structure: 426 0 306 Infil.: Win.: 1.3, Sum.: 0.6 48 1.750 84 0.104 12 5 Room Totals: 510 12 311 Monday,April 10, 2023, 1:53 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Engineering Lockwood II Residence Mattituck NY 11952 Page 51 Detailed Room Loads - Room 19 - Stair Hall 2nd (Average Load Procedure) General Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 8.5 ft. System Number: 3 Room Width: 18.0 ft. Zone Number: 1 Area: 153.0 sq.ft. Supply Air: 70 CFM Ceiling Height: 10.6 ft. Supply Air Changes: 2.6 AC/hr Volume: 1,622 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 13 CFM Percent of Supply.: 18 % Actual Summer Vent.: 9 CFM Percent of Supply: 13 % Actual Winter Infil.: 4 CFM Actual Summer Infil.: 2 CFM r m Area -U- Htg Son Clg Lat Son s ri Quantity Value �ITM Loss HTM Gain Gain E-Wall-12E-Osw 8.5 X 8 54.7 0.068 4.1 223 0.7 0 39 W-Wall-12E-Osw 8.5 X 8 68 0.068 4.1 277 0.7 0 48 E-GIs-213-w-o shgc-0.25 0%S 13.3 0.300 18.0 239 23.3 0 309 UP-Sky-8Bc-sww shgc-0.21 12 0.560 33.6 403 52.5 0 630 UP-Roof-R49 8.5 X 18 141 0.020 1.2 173 0.8 0 109 Subtotals for Structure: 1,315 0 1,135 Infil.: Win.: 3.6, Sum.: 1.6 136 1.757 239 0.103 33 14 Room Totals: 1,554 33 1,149 Monday, April 10, 2023, 1:53 PM e Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Engineering Lockwood II Residence Mattituck,NY 11952 Page 52 Detailed Room Loads - Room 20 - Office Hall (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 11.0 ft. System Number: 3 Room Width: 4.5 ft. Zone Number: 2 Area: 49.5 sq.ft. Supply Air: 25 CFM Ceiling Height: 10.6 ft. Supply Air Changes: 2.8 AC/hr Volume: 525 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 6 CFM Percent of Supply.: 25 % Actual Summer Vent.: 3 CFM Percent of Supply: 13 % Actual Winter Infil.: 2 CFM Actual Summer Infil.: 1 CFM Item Area -U- Htg Son Clg Let Son Description_ ___ Quantity_ _ Value _ _HTM _ Loss_ HTM Gain Gain E-Wall-12E-Osw 11 X 8 74.7 0.068 4.1 305 0.7 0 53 E-GIs-2B-w-o shgc-0.25 0%S 13.3 0.300 18.0 239 23.3 0 309 UP-Roof-R49 11 X 4.5 49.5 0.020 1.2 61 0.8 0 38 Subtotals for Structure: 605 0 400 Infil.: Win.: 2.3, Sum.: 1.0 88 1.750 154 0.102 21 9 Room Totals: 759 21 409 Monday,April 10, 2023, 1:53 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Enqineerinq Lockwood II Residence Mattituck,NY 11952 Page 53 Detailed Room Loads - Room 21 - Office (Average Load Procedure) General Calculation Mode: Htg. &cig. Occurrences: 1 Room Length: 11.5 ft. System Number: 3 Room Width: 14.0 ft. Zone Number: 2 Area: 161.0 sq.ft. Supply Air: 194 CFM Ceiling Height: 10.6 ft. Supply Air Changes: 6.8 AC/hr Volume: 1,707 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 11 CFM Percent of Supply.: 5 % Actual Summer Vent.: 25 CFM Percent of Supply: 13 % Actual Winter Infil.. 2 CFM Actual Summer Infil.: 1 CFM Item Area -U- Htg Ben Cig Lat --Son Description _ Quantity Value HTM _ Loss HTM Gain I W-Wall-1 2E-Osw 11.5 X 8 50 0.068 4.1 204 0.7 0 35 W-GIs-2I3-w-o shgc-0.25 0%S 42 0.300 18.0 756 23.3 0 978 UP-Roof-R49 11.5 X 14 161 0.020 1.2 197 0.8 0 125 Subtotals for Structure: 1,157 0 1,138 Infil.: Win.: 2.5, Sum.: 1.1 92 1.750 161 0.098 22 9 People: 200 lat/per, 230 sen/per: 2 400 460 Equipment: 0 1,596 Room Totals: 1,318 422 3,203 Monday, April 10, 2023, 1:53 PM r, Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Engineering Lockwood II Residence I Mattituck, NY 11952 _ _ _ Page 54 LDetailed Room Loads - Room 22 Bedroom 3 hall (Average-Load Procedure)_ General _ Calculation Mode: Htg. &cig. Occurrences: 1 Room Length: 6.0 ft. System Number: 3 Room Width: 4.5 ft. Zone Number: 2 Area: 27.0 sq.ft. Supply Air: 22 CFM Ceiling Height: 10.6 ft. Supply Air Changes: 4.6 AC/hr Volume: 286 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 4 CFM Percent of Supply.: 18 % Actual Summer Vent.: 3 CFM Percent of Supply: 13 % Actual Winter Infil.: 1 CFM Actual Summer Infil.: 1 CFM Item Area -U- Htg Son Clg Lat San Description -_ Quantity -_ _Value HTM_— Loss- HTM _ ___ Gain Gain E-Wall-1 2E-Osw 6 X 8 34.7 0.068 4.1 142 0.7 0 25 E-GIs-26-w-o shgc-0.25 0%S 13.3 0.300 18.0 239 23.3 0 309 UP-Roof-R49 6 X 4.5 27 0.020 1.2 33 0.8 0 21 Subtotals for Structure: 414 0 355 Infil.: Win.: 1.3, Sum.: 0.6 48 1.750 84 0.104 12 5 Room Totals: 498 12 360 Monday,April 10, 2023, 1:53 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Enqineerinq Lockwood II Residence Mattituck NY 11952 Page 55 Detailed Room Loads - Room 23 - Bath-3 Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 6.0 ft. System Number: 3 Room Width: 14.0 ft. Zone Number: 2 Area: 84.0 sq.ft. Supply Air: 19 CFM Ceiling Height: 10.6 ft. Supply Air Changes: 1.3 AC/hr Volume: 890 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 4 CFM Percent of Supply.: 22 % Actual Summer Vent.: 2 CFM Percent of Supply: 13 % Actual Winter Infil.: 1 CFM Actual Summer Infil.: 1 CFM em Area -U- Htg San Clg Lat San Description Quantity Value HTM Loss HTM Galn Gain W-Wall-12E-Osw 6 X 8 38.8 0.068 4.1 158 0.7 0 27 W-GIs-2B-w-o shgc-0.25 O%S 9.2 0.300 18.0 165 23.3 0 214 UP-Roof-R49 6 X 14 84 0.020 1.2 103 0.8 0 65 Subtotals for Structure: 426 0 306 Infil.: Win.: 1.3, Sum.: 0.6 48 1.750 84 0.104 12 5 Room Totals: 510 12 311 Monday,April 10, 2023, 1:53 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Engineerinq Lockwood II Residence Mattituck,NY 11952 ____ Page 56 Detailed Room Loads--Room 24 - Bedroom 3 (Average Load Procedure) General Calculation Mode: Htg. &cig. Occurrences: 1 Room Length: 11.0 ft. System Number: 3 Room Width: 18.0 ft. Zone Number: 2 Area: 198.0 sq.ft. Supply Air: 222 CFM Ceiling Height: 10.6 ft. Supply Air Changes: 6.4 AC/hr Volume: 2,099 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 24 CFM Percent of Supply.: 11 % Actual Summer Vent.: 28 CFM Percent of Supply: 13 % Actual Winter Infil.: 8 CFM Actual Summer Infil..- 3 CFM Item Area -U- Htg Son Clg Lat Son Description_ -_ Quantity Value HTM Loss HTM Gain Gain S-Wall-12E-Osw 11 X 10.6 66.6 0.068 4.1 272 0.7 0 47 E-Wall-12E-Osw 11 X 8 74.7 0.068 4.1 305 0.7 0 53 W-Wall-12E-Osw 11 X 8 74.7 0.068 4.1 305 0.7 0 53 S-GIs-2B-w-o shgc-0.25 0%S 50 0.300 18.0 900 11.9 0 595 E-GIs-2B-w-o shgc-0.25 0%S 13.3 0.300 18.0 239 25.9 0 343 W-GIs-26-w-o shgc-0.25 0%S 13.3 0.300 18.0 239 25.9 0 343 UP-Roof-R49 11 X 18 198 0.020 1.2 242 0.8 0 153 Subtotals for Structure: 2,502 0 1,587 Infil.: Win.: 7.8, Sum.: 3.4 293 1.753 513 0.103 70 30 People: 200 lat/per, 230 sen/per: 2 400 460 Equipment: 0 1,596 Room Totals: 3,015 470 3,673 Equipment CoolftLoads Cont. Cont. Output Output Avg. Pct Sens. Lat. '7 Sens. Lat, In-Use Used Load Load Item Na-ma Btuh Btuh Output /Hour Btuh Btuh Computer and monitor 1596 0 100 100 1596 0 Total 1596 0 Monday,April 10, 2023, 1:53 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Engineerinq Lockwood II Residence Mattituck,NY 1.1952 -_ _ — _ _ Page 57 Lystem 1 Room Load Summary Htg Min Run Run Clg Clg Min Act Room Area Sens Htg Duct Duct Sens Lat Clg Sys No Name _SF Btuh CFM Size Val Btuh Btuh CFM F ---Zone 1--- 1 Cellar Mech East 344 6,429 84 7 - 2,233 418 102 169 2 Cellar Playroom 743 8,775 114 7 - 2,740 824 125 207 3 Cellar Stair 145 3,343 44 3 - 542 12 25 41 4 Cellar Storage 266 3,502 46 7 - 2,211 410 101 167 Mech. West 5 Cellar Under 306 6,475 84 7 - 2,532 424 115 191 Bedroom 1 System 1 total 1,804 28,524 371 10,258 2,088 467 775 System 1 Main Trunk Size: 12x12 in. Velocity: 775 ft./min Loss per 100 ft.: 0.075 in.wg Duct size results above are from Manual D Ductsize. Runout duct velocities are not printed with duct size results from Manual D Ductsize since they can vary within the room. See the Manual D Ductsize report for duct velocities and other data. Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split uh _ Btuh Btuh Net Required: 1.03 83%/ 17% 10,258 2,088 12,346 Recommended: 1.14 75%/25% 10,258 3,419 13,678 Actual: 2.25 75%/25% 20,250 6,750 27,000 E ui ment Data Heating System Cooling System Type: Air Source Heat Pump Air Source Heat Pump Model: PUZ-HA30NHA5 PUZ-HA30NHA5 Indoor Model: PUZ-HA30NHA5 Brand: P-Series P-Series Description: Air Source Heat Pump Air Source Heat Pump Efficiency: 9.5 HSPF 16.5 SEER Sound: 0 0 Capacity: 32,000 Btuh 27,000 Btuh Sensible Capacity: n/a 20,250 Btuh Latent Capacity: n/a 6,750 Btuh AHRI Reference No.: n/a 201754485 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: 70F, Sen. gain: 10,258 Btuh, Lat. gain: 2,088 Btuh, Sen. loss: 28,524 Btuh, Entering clg. coil DB: 75F, Entering clg. coil WB: 62.5F, Entering htg. coil DB: 70F, Clg. coil TD: 20F, Htg. coil TD: 70F, Req. clg. airflow: 467 CFM, Req. htg. airflow: 371 CFM Monday, April 10, 2023, 1:53 PM �Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Lockwood 11 Residence Page 58 System 2 Room Load Summary Htg Min Run Run W Clg - Cig Min Act *Room Areser Sens Htg Duct Duct Sens Lat Cig Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM CFM ---Zone 1--- 6 Great Room 396 8,810 119 5,5,5 - 5,185 1,235 236 285 7 Entry Hall 110 1,986 27 4 - 850 95 39 47 8 Powder Room/Hall 95 767 10 2 - 285 43 13 16 9 Mud/Laundry 130 1,664 23 4 - 1,160 93 53 64 10 Kitchen/Dining 333 4,085 55 7,7,7 - 8,981 2,314 409 494 11 Stair Hall 1st 162 1,379 19 2 - 209 122 10 11 Zone 1 subtotal 1,226 18,691 253 16,669 3,902 760 916 ---Zone 2--- 12 Center Hall/ 186 933 13 3 - 355 70 16 20 Dressing 13 Bedroom 1 234 3,606 49 5,5 - 3,536 599 161 194 14 Bath 1 155 1,415 19 3 - 360 106 16 20 Zone 2 subtotal 575 5,954 81 4,251 775 194 234 Humidification 961 System 2 total 1,801 25,606 333 20,920 4,677 953 1,150 System 2 Main Trunk Size: 12x16 in. Velocity: 864 ft./min Loss per 100 ft.: 0.078 in.wg Duct size results above are from Manual D Ductsize. Runout duct velocities are not printed with duct size results from Manual D Ductsize since they can vary within the room. See the Manual D Ductsize report for duct velocities and other data. 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 Summ ry - Cooling Sensible/Latent Sensible Latent Total _ - Tons - S-011-t Btuh _ - Btuh Btuh Net Required: 2.13 82%/ 18% 20,920 4,677 25,597 Recommended: 2.32 75%/25% 20,920 6,973 27,893 Actual: 3.02 75%/25% 27,150 9,050 36,200 E ui ment Data -- -_ - - - - - -- Heating System Cooling System Type: Propane Boiler Standard Air Conditioner Model: NhB-150 4TTR7036A1 Indoor Model: TEM6AOC36H31+TDR Brand: NAVIEN TRANE Description: Natural Gas or Propane Boiler Efficiency: 95 AFUE 17 SEER Sound: 0 0 Capacity: 120,000 Btuh 36,200 Btuh Sensible Capacity: n/a 27,150 Btuh Latent Capacity: n/a 9,050 Btuh AHRI Reference No.: n/a 7947764 This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB: 83F, SOWB: 71F, WODB: 1OF, SIDB: 75F, SIRH: 50%, WIDB: 70F, Sen. gain: 20,920 Btuh, Lat. gain: 4,677 Btuh, Sen. loss: 25,606 Btuh, Entering clg. coil DB: 75F, Entering clg. coil WB: 62.5F, Entering htg. coil DB: 70F, Clg. coil TD: 20F, Htg. coil TD: 70F, Req. clg. airflow: 953 CFM, Req. htg. airflow: 333 CFM Monday,April 10, 2023, 1:53 PM � h LRhva,c-Residential&Light Commercial HVAC Loads Elite Software Development,Incn Engineering Lockwood 11 Residence NY 11952 Page 59 System 3 Room Load Summary -- _ Htg Min Run Run Clg Clg Min Ad Room Area Sens Htg Duct Duct Sens Let Clg Sys No Name M Size Val Eltuh Btuh CFM ---Zone 1--- 15 Bedroom 2 216 3,565 55 5,5 - 3,489 492 159 211 16 Hall 50 759 12 3 - 409 21 19 25 17 Dressing 2 84 510 8 3 - 311 12 14 19 18 Bath 2 84 510 8 3 - 311 12 14 19 19 Stair Hall 2nd 153 1,554 24 4 - 1,149 33 52 70 Zone 1 subtotal 587 6,898 106 5,669 570 258 343 ---Zone 2--- 20 Office Hall 50 759 12 3 - 409 21 19 25 21 Office 161 1,318 20 5,5 - 3,203 422 146 194 22 Bedroom 3 hall 27 498 8 3 - 360 12 16 22 23 Bath 3 84 510 8 2 - 311 12 14 19 24 Bedroom 3 198 3,015 46 5,5 - 3,673 470 167 222 Zone 2 subtotal 520 6,100 94 7,956 937 363 482 Ventilation 6,913 922 2,149 Humidification 2,378 System 3 total 1,106 22,289 200 14,547 3,656 621 825 System 3 Main Trunk Size: 10x15 in. Velocity: 794 ft./min Loss per 100 ft.: 0.079 in.wg Duct size results above are from Manual D Ductsize. Runout duct velocities are not printed with duct size results from Manual D Ductsize since they can vary within the room. See the Manual D Ductsize report for duct velocities and other data. 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 Summary Cooling Sensible/Latent Sensible Latent Tote r Tons Split Btuh Btuh Btuh Net Required: 1.52 80%/20% 14,547 3,656 18,203 Recommended: 1.62 75%/25% 14,547 4,849 19,396 Actual: 3.02 75%/25% 27,150 9,050 36,200 Equipment Data -- Heating System Cooling System Type: Propane Boiler Two Stage A/C Model: NHB-150 4TTR7036A1 Indoor Model: TEM6AOC36H31+TDR Brand: NAVIEN TRANE Description: Natural Gas or Propane Boiler Efficiency: 95 AFUE 17 SEER Sound: 0 0 Capacity: 120,000 Btuh 36,200 Btuh Sensible Capacity: n/a 27,150 Btuh Latent Capacity: n/a 9,050 Btuh AHRI Reference No.: n/a 7947764 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%, WIDE: 70F, Sen. gain: 14,547 Btuh, Lat. gain: 3,656 Btuh, Sen. loss: 22,289 Btuh, Entering clg. coil DB: 76F, Entering clg. coil WB: 63.7F, Entering htg. coil DB: 62.4F, Cig. coil TD: 20F, Htg. coil TD: 70F, Req. cig. airflow: 621 CFM, Req. htg. airflow: 200 CFM i Monday,April 10, 2023, 1:53 PM FIELD INSPECTION REPORT DATE COMAJZNTS 2- V49 FOUNDATION (IST) PAW �d M � ------------------------------------- FOUNDATION (2ND) r/• d � o ROUGH FRAMING& PLUMBING y '` a W 04 44... v1 owl j®- 5d - ia�vo.�s• v12e6(e.�C Ok- }v covP�t2. m INSULATION PER N.Y. m STATE ENERGY CODE n .. to FINAL ''! 1�. f.+ ?.. i ADDIT ONAL COMME TS O k- G �. 03,Rq -7 o 2_ 47 1d,1A47Wj k, (L z ,e s "sed b a S'erfl e n4 p - a- b � ..� e- dG � fi ro O o � r t- , x . ae b =o�o�uFFot,r�oGy� TOWN OF SOUTHOLD—BUILDING DEPARTMENT H z Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldto=.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only ® �� PERMIT NO. Building Inspector: ILA JUL- 18 2022 BUILDING DEPT. Applications and forms must be filled out in their entirety. Incomplete TOWN OFSOUTHOLD applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date: July 14, 2022 OWNER(S)OF PROPERTY: Name: Mark and Robin Lockwood SUM#i000=110.-3-26 Project Address: 4980 Pequash Ave, Cutchogue, NY 11935 Phone#:(917) 449-4501 (M) (917) 312-1972 (R) Email:rparkslockwood@gmailxom, malockwood@deloitte.com Mailing Address: 4980 Pequash Avenue, Cutchogue NY 11935 CONTACT PERSON: Name: Robin Lockwood Mailing Address: 4980 Pequash Avenue, Cutchogue, NY 11935 Phone#: 917-3124972 Email: meryl@mkarchitect.com DESIGN PROFESSIONAL INFORMATION: Name: Meryl Kramer Architect, PC Mailing Address: PO Box.1600, 260 Hortons Lane, Southold, NY 11971 Phone#A31-47778736 '- Email: meryl @ mkarchitect.com CONTRACTOR INFORMATION: Name: North Fork Woodworks, Inc. Mailing Address: PO Box 1407, 810 Traveler Street, Southold, NY 11971 Phone#: 631-298-7900 Email: rachel@nfwoodworks.com DESCRIPTION OF PROPOSED CONSTRUCTION ®New Structure ❑Addition ❑Alteration ❑Repair ®Demolition Estimated Cost of Project: ❑Other $1 Million Will the lot be re-graded? igYes ❑No Will excess fill be removed from premises? ®Yes E.]No . 1 PROPERTY INFORMATION Existing use of property: Single Family Residence Intended use of property:Single Family Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R40 this property? ❑Yes ®No IF YES, PROVIDE A COPY. B 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. Meryl Kramer Application Submitted By(print name): BAuthorized Agent pOwner Signature of Applicant: Date:06/30/2022 STATE OF NEW YORK) COYNTY F ) -� being duly sworn, deposes and says that(s)he is the applicant (Name of iAdivfd al igning ontract)above named, _(S)he is the (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 ;Je day of TU 20 a off- :�arad ��uW Notary Pq"KCE L. DWYER NOTARY PUBLIC,STATE OF NEW YORK_ NO.01 D W6306900 QUALIFIED IN SUFFOLK COUN PROPERTY OWNER AUTHORIZATION COMMISSION EXPIRES JUNE30, p (Where the applicant is not the owner) I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 UILDING DEPARTMENT-Electrical Inspector �P i 2d�2 TOWN OF SOUTHOLD BU`�o�N�oEPOL�own Hall Annex- 54375 Main Road - PO Box 1179 W0 of sou Southol&, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr _southoldtownny.gov- seand0-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ail Information Required) Date: 'I-)-2,-L. Company Name: a ! JAJC . Electrician's Name: K 7r& License No.: M(L 3 Vol j Elec, email: 0, /nvm Cccsf I 1100. kl Elec. Phone No: 631-7&97 Ilay request n email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (AII Information Required) Name: MAQ,iL 4 RoA10 Locn.,cob Address: L11bb - , vAi t+ Cross Street: Phone No.: 3 t rl(Q,S-9,(Xcf Bldg.Permit M — email: 4 M cam{ 2 ,co Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): SCRVIcc Square Footage: Circle All That Apply: Is job ready for inspection?: YES NO Rough In Final Do you need a Temp Certificate?: ` YES NO Issued On - ,2 2 �9 tLei�1r1 Temp Information- (All information required) ) (45 Service Size 1 Ph❑3 Ph Size: � ®0 A #Meters I Old Meter# ❑New Service Fire Reconnect[]Flood ReconnectService Reconnect .lnderground[]Overhead #Underground Laterals 1 Z2 �k/H Frame Pole Work done on Service? Y Additional Informatiort PAYMENT DUE WITH APPLICATION S <:I'tt is BUILDING DEPARTMENT-Electrical Inspector Le /I I V/ `� TOWN OF SOUTHOLD - �, QEC Town H A nex 54375 Main Road PO Box 1179 5 202? tholdfNew York 11971-0959 �W�OFNuG®E'�lep (631) 765-1802 - FAX (631) 765-9502 rg C eoutholdtownny.gov— seandCa)_southoldtownny.aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: L-)T-2Z Company Name: A "C / JVC . Electrician's Name: YCC 7•.+- License No.: MV( - 3 Val j Elec. email: a /nvM leccSf VIL 1100, 0*1 Elec. Phone No: &31- &9 9. t�w request An email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: 1,0CI!f u-,/v0-0 Address: 49 PIS 1f AViL Cur Cross Street: Phone No.: L3 BIdg.Permit#: y 0 y � email: m c { Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUA E (Please Print Clearly): -IFl �Aou S� t Square Footage:e: Circle All That Apply: Is job ready for inspection?: YES NO [:]Rough In Final Do you need a Temp Certificate?: El YES ENO Issued On Temp Information: (All information required)`� Service SizeD1 Ph 73 Ph Size: A #Meters Old Meter# ❑New Service0 Fire Reconnect[]Flood ReconnectOService ReconnectDUnderground DOverhead #Underground Laterals 1 2 H Frame 171 Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION re-cif- I ®3 a Q`7 e) P:�r q%-gj3 fa BUILDING DEPARTMENT-Electrical Inspector MJE ' 5 II I V/_� `� TOWN OF SOUTHOLD Town H if, A nex�- 54375 Main Road-�POyBox 1179 +� EC 5 2022 tholdoNew York 11971-0959 TO 6E lene 631) 765-1802'- FAX (631) 765-9502 (�aoutholdtownny.4ov sea nd(a-southoldtownny.gov APPLICATI.ON FOR ELECTRICAL INSPECTION. ELECTRICIAN INFORMATION (Ali Information Required) r,, _Date: j -)"i�71 Company Name: Cf-C &! Electrician's Name: KC ITj+- License No.: /ftr; 3 V091 �Elec. email: Elec. Phone No: &31. &E 9 �+ request An email copy of Certificate,bf.Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: L 0C 0.0 Address: 49 B �S}-F i! Cross Street: ' Phone No.: L3 - Bldg.Permit#: Lu y V 3 email: Tax Map District: 1000 Section: Block: BRIEF DESCRIPTION OF WORK, INCLUDE SQUAR E (Please_Print Clearly): Square Footage: Z) Circle All That.apply: Is job ready for inspection?: YES'�tNO EI Rough In7 Final Do you need aTemp Certificate?: YES ENO Issued On Temp Information: (All information required) Service Size71 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service[]Fire Reconnect[]Flood ReconnectOService Reconnect FlUnderground[]Overhead #Underground Laterals 1 2 r"t H Frame M Pole Work done on Servic-0 n v Mrm Additional Information: PAYMENT DUE WITH APPLICATION Z 112Zc� i z 2S Ce-C:tf 10 3 9°7 PERMIT # Address: `Z O Switches > Outlets •1 GFI's Surface Sconces H H's ttt ttt ��` I � ,Y U C Lts I (VIA" 1'V Fans } 3 Fridge I HW Exhau st Oven o,, Yc WAD Smokes DW I Mini Carbon Micro I\ Generator JIB n J Combo Cooktop ��/ �� Tr nsfer, I( a /. fy I 'AC AHJ 2 Hood S rvice .L Am 2 saiv� Us T � —11 Special: �� S � � rL Comments v 1` 0 � I Scott A. Russell ,��°SU` '� ' S'7C'0]kMWATIER. SUPERVISOR MANAGEMENT �T T SOUTHOLD TOWN HALL-P.O.Box 1179 V' 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold Cd6"' J2�6 - STORMWATER MANAGEMENT WORK SHEET ® SE P 0 9 2022 1 U 1 ( TO BE COMPLETED BY THE APPLICANT ) TOWKI OFSCUTP019 U DOES THIS PROJECT INVOLVE ANY OF THE (FOLLOWING: Yes No (CHECK ALL THAT APPLY) 0❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ©❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ©❑ C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ ✓❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑© E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. ©❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date District NAME. Mark + Robin Lockwood 110 3 26 09/06/2022 rrmn Section Block Lot FOR BUILDING DEPARTMENT USE ONLY**** Contact Information: 917-449-4501; 917-312-1972 ff kpbom Number) Reviewed By: — — — — — — — — — — — — — — — —i Date: Property Address/Location of Construction Work: — — — — — — — — — — — — — — — — — 4980 Pequash Avenue ❑ Approved for processing Building Permit. Stormwater Management Control Plan Not Required. Cutchogue, NY 11935 Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 APPLICANT: S.C.T.M.# 1000 CHAPTER 236 (Property Owner,Design.Professional,Agent,Contractor,Other) — bQSQk Mark+ Robin Lockwood 110 3 - 26 Stormwater Management Control Plan CHECK LIST NAME pie�vnM Section Block Lot o x S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. I 917 449 4507 Dater �k The applicant must provide a Complete Explanation and/or Reason for not providing 09/06/2022 all Information that has been Required by the following Checklist! - Signature Tdepnone Number. 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST If You answered No or NA to any Item, Please Provide Justification Here! show all of the following items: YES NO NA If you need additional room for explanations,Please Provide additional Paper. a. Location&Description of Property Boundaries ✓ 0 b. Total Site Acreage. ✓ �0 c. Existing-Natural & Man Made Features within 500 L.F. ✓ �� of the Site Boundary as required by§236-17(C)(2). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. �0 e. Limits of Clearing& Area of Proposed Land Disturbance. ✓ f. Existing& Proposed Contours of the Site (Minimum z Intervals) �0 g. Location of all existing& proposed structures, roads, driveways,sidewalks,drainage improvements& utilities. h. Spot Grades&Finish Floor Elevations for all existing& proposed structures. I. Location of proposed Swimming Pool and discharge ring. ✓ 00 j. Location of proposed Soil Stockpile Area(s). �0 k. Location of proposed Construction Entrance/Staging Area(s). ✓ �� 1. Location of proposed concrete washout area(s). 0� M. Location of all proposed erosion&sediment control measures. 0� 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(21 inch 0 0 rainfall/storm event. 3. Details&Sectional Drawings for stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion&Sediment Controls. 00 b. Construction Entrance&Site Access. �0 c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) 0� d. Leaching Structures (e. .infiltration basins,swales,etc.) FOR ENGINEERING DEPARTMENT USE ONLY**** Additional Information is Required. Reviewed& ! Stormwater Management Control Plan is Not Complete. Approved By: — — — — — — — — — — — — — — — — — — — — — — — Stormwater Management Control Plan is Complete. Date: ! SMCP has been approved by the Engineering Department. FORM * SWCP Check List-TOS MAY 2014 Telephone 631. 765-1802 Town Hall Annex .�.�o.,,, Gy �` p ( ) 54375 Main Road �-, Fax(631)765-9502 P.O. Box 1179 W.. Southold, NY11971-0959 BUILDING-DEPARTMENT NOTICE.OF UTILIZATION OF TRUSS TYPE'CONSTRUCTION,,PRE-ENGINEERED WOOD CONSTRUCTION:AND/OR TIMBER CONSTRUCTION Date: 07/14/22 Owner: Mark and Robin Lockwood Location of Property: 4980 Pequash Avenue, Cutchogue NY 11935 Please take notice that the (check applicable line): X 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): 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 Floor and roof framing (FR) Signature: Name (person submitting this form): Meryl Kramer Capacity(check applicable line): Owner X Owner representative TrussReg15.docx Effective 1/1/2015 i I 611 DIAMETER REFLECTIVE WHITE REFLECTIVE RED ` PANTONE #187 H 1/2" STROKE The construction type designation shall be - ccl»� 'ill'°, c61l1711 gV'lor AAV» to indicate the construction classification of the structure under DESLG.NAT'1",0 ' F�OR' STRUCTURAL section 602 of the BCNYS CO1M�PONEIVTS THAT ARE OF TRUSS; TYPE. IONSTR:U:CTION r "F99 FLOOR FRAMING, INCLUDING ■ ■ GIRDERS AND BEAMS ROOF FRAMING .. � FR . FLOOR AND ROOF FRAMING STANDARDS AND CODES- nationalgn November 14, 2022 Mark Lockwood 1750 Broadwaters Rd Cutchogue, NY 11935 Email: roarkslockwoodOmmail.eom;kvle@nfwoodworks.com National Grid WO#T102503594—4980 Pequash Ave, Cutchogue To Whom It May Concern: This letter is to advise you that the natural gas service line to the above location was physically disconnected on November 14, 2022. Please advise your contractor that care should be taken not to damage or remove the existing gas valve curb box. This curb box will be used in the future by National Grid to reconnect the gas service line to this property. By Law, excavators and contractors working in New York City and Nassau and Suffolk Counties must contact New York 811 at least 2 full business days, not including the day of contact, prior to digging by calling 811 or by using the website hftDs:Hnqftork-81 1.com/. This confirmation letter of a gas cut-off service line to the subject property does not relieve the excavator of contacting NY 811. If you have any further questions, kindly contact me at 833-359-0645. Respectfully, >L� Christina M. Bond! Sr. Supervisor, Central Processing Gas Customer Connections NYSIF New York state Insurance Fund PO Box 66699,Albany,NY 12206 - nysitcom CERTIFICATE OF WORKERS' COMPENSATION INSURANCE (RENEWED) NAAAAA 272628352 ti AMWINS BROKERAGE OF NEW YORK . 200 ELWOOD DAVIS ROAD . SUITE 200 LIVERPOOL NY 13088 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER NORTH FORK WOOD WORKS INC TOWN OF SOUTHOLD P O BOX 1407 54375 MAIN ROAD SOUTHOLD NY 11971 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD - DATE Z2280 317-5 560262 05/01/2022 TO 05/01/2023 .6/1/2022 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2280 317-5, COVERING THE . ENTIRE OBLIGATION OF THIS .POLICYHOLDER FOR WORKERS' COMPENSATION. UNDER THE NEW YORK WORKERS' COMPENSATION_ LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERTICERTVAL.ASP.THE'NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM,BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. PRESIDENT SCOTT EDGETT NORTH FORK WOOD WORKS INC THIS CERTIFICATE.IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND,. EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STAT SUR NCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER: 167947247 DATE(MM/DD/YYYY) A�" CERTIFICATE OF LIABILITY INSURANCE 05/31/2022 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Edgewood Partners Insurance Center PHONE Commercial Support FAX 40 Marcus Drive 3rd Floor A/C No Ext: (631) 390-9700 A/C No: 631 390-9790 E-MAIL Melville NY 11747 ADDRESS: msmcertscm@epicbrokers.com INSURERS AFFORDING COVERAGE NAIC# INSURERA:SOUTHWEST MARINE AND GENERAL I 12294 INSURED INSURER B: North Fork Woodworks Inc INSURER C: PO Box 1407 INSURERD: Southold NY 11971 INSURERE: INSURER F:. COVERAGES CERTIFICATE NUMBER:Cert ID 3949 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUER POLICPOLICY NUMBER MM/DDY EFF POLICY MM DD EXP LIMITS LTR A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE � OCCUR Y GL2022LHB00002 01/01/2022 01/01/2023 PREMISES Eaoccu ante $ 100,000 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY 7 JECT LOC PRODUCTS-COMP/OP AGG $ 2,000,000 X OTHER:& location $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $. OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED r $ NON-OWNED PROPERTYDAMAGE $ AUTOS ONLY AUTOS ONLY Per accident A UMBRELLALIAB X OCCUR EX2022LEB00002 01/01/2022 01/01/2023 EACH OCCURRENCE $ 2,000,000 g EXCESS LIAB CLAIMS-MADE AGGREGATE $ 2,000,000 DED RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE I I ER ANYPROPRIETOR/PARTNER/EXECU I— E.L.EACH ACCIDENT $ OFFICER/M EMBER EXCLUDED? N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) Town of Southold is included as additional insured for general liability coverage as required by written contract. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town of Southold ACCORDANCE WITH THE POLICY PROVISIONS. 54375 Main Road AUTHORIZED REPRESENTATIVE Southold NY 11971 ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD Do 1 _F 1 YRK Workers' CERTIFICATE OF INSURANCE COVERAGE STATE. CO ensatibn under the NYS DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW Board PART 1.To be completed.by Disability and Paid Family Leave Benefits Carrier or Licensed Insurance Agent of that Carrier 1a.Legal Name&Address of Insured(use street address only) I b.Business Telephone Number of Insured NORTH FORK WOOD WORKS INC 810 TRAVELER STREET 631-298-7900 c.Federal Employer Identification Number of Insured or Social Security SOUTHOLD NY 11971 Number Work Location of Insured(Only required if coverage is specifically 272628352 limited to certain locations in New York State,i.e.,Wrap-Up Policy) 2.Name and Address of Entity Requesting Proof of Coverage(Entity Being Listed as the Certificate Holder) a Name of Insurance Carrier HARTFORD LIFE AND ACCIDENT INSURANCE COMPANY . TOWN OF SOUTHOLD 54375 MAIN ROAD 3b Policy Number of Entity Listed In Box"I a" SOUTHOLD,NY 11971 LNY-628416 c Policy effective period 04/01/2022 to 03/31/2023 4.Policy provides the following benefits: E]A.Both disability and paid family leave benefits. ❑ B.Disability benefits only. ❑C.Paid family leave benefits only. 5.Policy covers: I]A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law ❑ B.Only the following class or classes of employer's employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits Insurance coverage as described above. Date Signed 07/12/2022 r rPLZO' (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that Insurance carrier) Telephone Number (212)553-8074 Name and Title:Elizabeth Telio-Assistant Director,Statutory Services IMPORTANT: If Boxes 4A and 5A are checked,and this form is signed by the insurance carriers authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE.Mail it to the certificate holder. - If Box 4B,4C or 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220,Subd.8 of the NYS Disability and Paid Family.Leave Benefits Law.It must be mailed for completion to the Workers'Compensation Board,Plans Acceptance Unit,PO Box 5200,Binghamton,NY 13902-5200. PART 2.To be completed by the NYS Workers'Compensation Board(Only if Box 4C or 5B of Part 1 has been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law with respect to all of his/her employees. Date Signed By (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title Please Note.Only insurance carriers licensed to write NYS disability and paid family leave benerds insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1. Insurance brokers are NOT authorized to Issue this form DB-120.1(9-17) II IIIII�II'lI1IIl0 1lI111'I9II17I�III IH. Additional Instructions for Form 1313-120.1 By signing this form,the insurance carrier identified in Box 3 on this form is certifying that it is insuring the business referenced in box 1 a"for disability and/or paid-family leave benefits under the New York State Disability and Paid Family Leave Benefits Law.The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed as the certificate holder in Box 2. The insurance carrier-must notify the above certificate holder and the Workers'Compensation Board within 10 days IF a policy is cancelled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from coverage indicated on this Certificate.(These notices my be sent by regular mail.)Otherwise,this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent,or until the policy expiration date listed in Box 3c,whichever is earlier This certificate is issued as a matter of information only and confers no rights upon the certificate holder.This certificate does not amend,extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Disability and/or Paid Family Leave Benefits contract of insurance only while the underlying policy is in effect. Please Note: Upon the cancellation of the disability and/or paid family leave benefits policy indicated on this form,if the business continues to be named on a permit,license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of NYS Disability and/or Paid Family Leave Benefits Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Disability and Paid Family Leave Benefits Law. DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW §220. Subd. 8 (a) The head of a state or municipal department, board,commission or office authorized or required by law to issue any permit.for or in connection with any work involving the employment of employees in employment as defined in this article, and not withstanding any general or special statute requiring or authorizing the issue of such permits,shall not issue such permit unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair,that the payment of disability benefits and after January first,two thousand and twenty-one,the payment of family leave benefits for all employees has been secured as provided by this article. Nothing herein, however,shall be construed as creating any liability on the part of such state or municipal department, board, commission or office to pay any disability benefits to any such employee if so employed. (b) The head of a state or municipal department, board,commission or office authorized or required by law to enter into any contract for or in connection with any work involving the employment of employees in employment as defined in this article and notwithstanding any general or special statute requiring or authorizing any such contract, shall not enter into any such contract unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair,that the payment of disability benefits and after January first,two thousand eighteen,.the payment of family leave benefits for all employees has been secured as provided by this article. 1313-120.1(9.17)Reverse 1 M E R Y L K R A M E R a r c h i t e c t 2 6 0 HORTONS LANE POST OFFICE BOX 1600 SOUTHOLD, NY 1, 1971 6 3 1 - 4 7 7 - 9 7 3 6 m k a r c h i t e c t c o m LETTER OF AUTHORIZATION Mark and Robyn Lockwood 4980 Pequash Avenue Cutchogue, NY 11935 We hereby authorize MERYL KRAMER ARCHITECT to act as our agent in obtaining all permits required by TOWN OF SOUTHOLD, SUFFOLK COUNTY AND NEW YORK STATE for the new construction at 4980 Pequash Avenue, Cutchogue. 7/11/2022 Owner Date tb 7/11/2022 Owner Date- M E R Y L K R M E R e a r c h i t c t 2 6 0 H O R T O N S L A N E POST OFFICE BOX 1600 SOUTHOLD, NY 1 1971 1 6 3 1 - 4 7 7 - 8 7 3 6 m k a r r h i t P. c t . c n m Southold Town Building Dept. Southold Town Hall PO Box 1179 Southold, NY 11971 December 20,2023 RE: 4980 Pequash Ave,Cutchogue BP#48483 To Whom It May Concern: Attached are 4 copies of the revised basement plan to amend the building permit for a finished basement. If you need any more information, please feel free to call or email me. Very truly yours, Melyll Kramer Architect P.C. By: ' Meryl IVKr& r,AA LEED AP, President DEC 2 2 2023 r' r- _ . 18'-0"MAX. C.to C. _ U LOCKWOOD _�� RESIDENCE M W ,� ,✓ 4980 Pequash Avenue r f/, -_/0-11 PROPOSED PROPOSED STEPPING PROPOSED R.R.TIE Cutchogue, New York STONE,TYP. RETAINING WALL I R , PERSPECTIVE VIEW ETAINING WALL PROPOSED 43 SF PROPOSED 30 SF PROPOSED RETAINING EXISTING PROPOSED EV "'1 GEO TIED WIRE FENCING TYP. UNCOVERED POOL OUTDOOR SHOWER WALL+SLAB STEPS WALL CHARGING STATION Lw�r TIED TO WIRE FENCE 2"x4"OPENINGS N 57°4 ' 0"E EQUIPMENT(BY ARCH) (BY ARCH) (23.9) (23.79) (23.05) (22.52) (21.79) (20.86) 175.00' t D 48"FENCE POST _ x C Q �� mttimlmnmm�u wiitlmuultmnw m wfRnflm mrtRfTImA11TBmiT1RT�rtRRR�RRTR�Bm a v i k EXISTING COMPACTED SOIL 8'O.C. O = 'i IIj -X-X- =�X-X�' - - mumnnmumm�nnnnmumunuuuu mu uummmmunnmunuuwnumunnumummunnm� O = x- • x-x-xx-x x -x�- x (25.05) _ o B I!!!Dl r GRAD GEOTEXTILE O i TW 29.22 _ ' (20.1 ) D © ® ®y e C4 BW23.0+ +BW22.0 = o TO BE BURIED 14TW33. BS 25.75IN GROUND, POOL EQUIPPE - � •TS 2I"I22 I+ BW O SSHOWN � U24 �YLBS24.17� PROP.0 2 .5) x } ) 24.5 25.67 = 10� �uuuunnunnnw_ it iiii_ GRAVEL - ,II NOTE: I I = (28.7 )x AC [AC AC AC GE �- 2" MAXIMUM DRAINAGE AREA Ed 2) � AREA 5" 1/2 ACRE / 100LINEARFEET ( e D + 4.50 -nD D TW TS ( '3.5)'x N - marshall p" oetzel 0. 29.42 29.22 27.72 _ i 26.525,E ,� v „ _ LANDSCAPE Af2CHITECTURE w 31 12 +TW DS u PROPOSED PROPOSED N / - \ N -`r PROJECT LIMITING SILT FENCE PROPOSED 29.22 WINDOWWELL f GRAVELAREA 1166 SF r'd i (BY ARCH.) 7 / PROPOSED ACO \ - PROPOSED 12"W. NORTH FORK 1 = TW ON-GRADE I PROPOSED R.R.TIE Detail Not to Scale BRICKSLOT DRAIN,TYP., _ �o x 25.37 ( DW-4 - --I pyy-5 v - - ACO TRENCH DRAIN,TYP., 5175 Route 48 -SEE DETAIL 5 _ 35.00 PATIO TD' -- - - RETAINING INING WALL -- 1 = __ e + 31. ti9 I ( ) PROPOSED PROP. \ _ - 154 SF PROPOSED 4"SDR 35 phone: (631]209-2410 U. +,27.45 I PROPOSED GARAGE = DRAINAGE PIPE,TYP. fax: (631)315-5000 8"TRAFFIC BEARING ' _ - I I COVERED PATIO FIFE:26.00 ON- PROPOSED _ CONCRETE SLAB COVER s �� I PAP ) (BY ARCH.) �� GRADE 650 SF email: mail@mplastudio.com PROPOSED PROPOSED 306 SIF I J MASONRY OIL+STONE PROPOSED DRYWELL,TYP., X = �i 14'1 X 36'-0" 4"SDR 35 CN- - APRON DRIVEWAY D 22.00 REFER TO'DRAINAGE ? SWIMMING POOL DRAINAGE PIPE, ( ti� GRADE Y75+ SDR 35 PVC INLET PIPE _ 1 PATIO 2 5+ TS 26.0 26.0 (23.75) x - CALCULATIONS AND TD TYP. ( 27. + STRUCTURE SCHEDULE' ARCHITECT: GRADE I `'= 31 15 COPING ELEV I I BS 25.55 _ BW SEE PLAN FOR PIPE SIZE - TOP DE DRYWELL 31.29 PROPOSED I + -SEE DETAIL 2 Meryl Kramer Architect PROPOSED 4"SDR 35 (26.8)171 2.00SIZING, P.O. Box 1600 (SEE PLAN FOR = 9"SQ.NDS CATCH x -- - - { 2 \ MAX ELEVATION) _ ' BASIN,TYP., DRAINAGE PIPE,TYP. - PROPOSED COVERED ; RETAINING WAPROPOSLL, W 260 ortons Lane SDR 35 PVC BACKFILL 3'-0"MINIMUM - Southold, NY 11971 OVERFLOW PIPE ❑ ❑ ❑ ❑ _--AROUND DRYWELL WITH _ -SEE DETAIL 3 ( TD TD I LANDING+STEP3 I r,�p z Office: (631) 477 873E SEE PLAN FOR i„- 1„ = 28.E 26.E (BY ARCH. ❑ ❑ ❑ ❑ 1 1 MEDIUM COARSE _ _ _ _ _ _ _ _ _ _ _ _ PIPE SIZE a e I BW PROPOSED STEPPING SURVEYOR: ❑ ❑ ❑ ❑ SAND/GRAVEL = + 28.62 iW 29.80 BW STONE,TYP. PRECAST CONCRETE _ + + +26.37 I DS _ LL Kenneth W oychuk LS SEE PLAN FOR DEPTH ❑ ❑ ❑ ❑ STORM DRAIN RING = (31.07) x, TW 31.12 I h i W N.Y.S. Licensed Land Surveyor O - " ( PROPOSED i x _ P.O. Box 153 ❑ ❑ ❑ ❑ NOTES: P� _ © �1 C', RETAINING WALL / I N PROPOSED �- -- i (23.42) W Aquebogue, NY 11931 ❑ ❑ [� ❑ _ +31.12 , TYP. / \ ' RESIDENCE ->` = Office: (631) 298-1588 ❑ ❑ ❑ 4'-0"MINIMUM PENETRATION INTO RATEABLE SOIL. = 7W 35.00 �1W- / TS BS '�\ DW 3 (BYFFEC28T OCR , i/ 'S PROPOSED Q CIVIL ENGINEER: _ _ ❑ ❑ ❑ ❑ ❑ 25-0' MAXIMUM DEPTH BELOW GRADE 32.80 DW-2 ' ` 29.12 + 26.62 - \ SEPTIC SYSTEM SL Maresca &Associates + \'`.., - \ _ :j (BY ENGINEER) 188 West Montauk Highway-Suite E4 2'-0"MINIMUM ABOVE GROUND WATER / \ PROPOSED BS PROPOSED ( 6 J x (21.33) Hampton Bays, NY 1 1946 ) x 2'-0" DW'1 961 SF 27.0 27.5 COVERED PATIO CONCRETE y 3mmimmwmmimnmmmmumnmmuunmwmmmmmmwuioommmmunur� \ ( + (BY ARCH.) x o Office: (631) 728-9480 MIN SEE PLAN FOR WIDTH 2'-0 MAXIMUM ACCESSCHIMNEY(IF NECESSARY) _ \ O PA PATIO a WASHOUT TEST GROUND WATER LINE = AREA HO v NON-RATEABLE SOIL = © `�i \ / - --- LE ' DRYWELL TO BE PROPOSED MASONRY 6'-0" LOCAL CODES INSTALLED AS PER STATE AND ON EDGE+SLAB STEPS MIN - - ''9.13) x SAND AND GRAVEL-RATEABLE SOIL °�� / PROPOSED i PROPOSED CLEAN MEDIUM / \ TW$i.12+ ACO BRICKSLOT 26.00+ COARSE FILL ��`` Bs PD-1 DRAIN,TYP., - 27.5 I + 26.5 \ / STEPS WITH -SEE DETAIL 5 PROPOSED ` : _ I HANDRAIL ' � a SCREENED PORCH I TS 26,00 _ PRECAST CONCRETE DRYWELL = FIFE:27.5/ \ \ _ I _ PROPOSED + IBS' �� © = / MATERIAL/ O i COVERED 1 22 6 z i = (31.83) x -TOPSOIL Detail Not to Scale = ) I PATIO SITE DATA: 1 STOCKPILE L\ (BY ARCH.) _ \\ N I _ TW AREA / BS 27.0 27.5+ �Y 26.00+ SCTM# 1000-110-3-26 - 50'-0" \ / ; Lot Area: 17,500 SF (or.4 acres) N, DS � BW27.00 TOPSOIL+ ! '�"nip,,,�� J /� + + + 27 - \, - w EXISTING ASPHALT LANDSCAPING NDS#1242,#1243+#1245 \\ - 'i''��""'��i,,,,�� TW 31.12 TW 30.0 I //�5?2 PROPOSED OWGRADE - DRIVEWAY TO BE USED UNIVERSAL LOCKING OUTLET - MASONRY PAD FOR CONSTRUCTION TWIST LOCK INTO POSITION AT O = �. I\ ACCESS+STAGING DW } BW 26.00 STEP,TYP. HAYBALES ANY KNOCK OUT NDS CAST IRON GRATE- °0 i PROPOSED TYPE TBD c°�I _ \ 6 +TW 26.00 �P') NOTES: - SLOPE -f SLOPE - -- -- --- -- ,, + o BW 23.00 _ nu S 57 42 00 W -x� EXISTING TR�wrw-1Grw� 111 i�,,,,,,,x. x. 111LI� /1�� ,,, �� u �� 1111U=111 u,�, ,,,,,,,,,,,,,,,,,,,,,,,, 111U=R �,�u 175.00' 1. Existing conditions based on survey PROJECT LIMITING SILT FENCE PROPOSED PROPOSED SANITARY PROPOSED MESH+ EXTEND CONSTRUCTION EXISTING TREE prepared by Kenneth M.Woychuk Land TO REMAIN AREA OF DISTURBANCE=*16,000 SF WIRE MESH POOL SYSTEM CONTROL PANEL WOOD POOL FENCE+ ACCESS+STAGING AREA TO BE REMOVED Surveying dated 1/19 /2017 and revised - (TYP.) -SEE DETAIL 1 FENCE (BY ENGINEER) GATES WITH 6"DEPTH OF (TYP.) i 9/10/2019. - - - ! CRUSHED STONE SET ON I PROPOSED obtaining permits only. NOT FOR HEAVY DUTY FABRIC 2. This drawing is for the purpose of - a - RETAINING WALL,�P. I CONSTRUCTION. 3,500 PSI CONCRETE I 3. Unauthorized alteration of this Ian is a p violation of NYS Education Law. #5 REBAR - =11 I' _ NDS#1266 #1888 OR #1889 UNIVERSAL - LOCKING OUTLET TWIST L E G E N D REVISIONS LOCK INTO POSITION AT DATE DESCRIPTION _ - I ANY KNOCK OUT - = -- PROPERTY LINE -- FITS 6"OR 8"SOLID WALL OR6"OR8„ CORRUGATED PIPE O EXISTING TREE TO REMAIN FITS 3"+4"SOLID I EXISTING TREE TO BE REMOVED WALL ORE" I -� ip `- -; -i�- CORRUGATED PIPE I i 3,500 PSI CONCRETE 31'NATURAL STING ELEVATION G- COMPACTED STONE BASE RUSHED I +(26.0 PROPOSED OSED ELEVATION " SUBGRADE 9 SQ. CATCH BASIN Drainage Calculations and Structure Schedule ' S p (26) EXISTING CONTOUR S 2 a / 3 DW-1(AS PER ENGINEER'S CALCS.) v T L . , _ 26 PROPOSED CONTOUR DSC Detail Not to Scale Proposed House Roof(1,280 SF @ 100•�) 17 R ^, I Kar/goF'�.p 1,280 SFx 2" rainfall (.167)=213.3 CF/8-Dia. Drywell (42.3) =5.04'depth req'd , V �, Q \ EXISTING STRUCTURE TO BE REMOVED `��0 O ` - - C7 10'depth provided S S = \ , � ,�:•,,,, ' �► ACO KLASSIKDRAIN K300- DW-2 R /� IRON GRATE TBD Proposed Pool Patio(1,166 SF @ 100%) �'1 O TD TOP OF DRAIN I ,� OIL+STONE DRIVEWAY * � ACO POLYMER CONCRETE K300 1,166 SFx 2" rainfall (.167)=194.7 CF/8'Dia. Drywell (42.3) =4.6'depth req'd tP 002710-� OQ' CHANNEL SYSTEM WITH 8"CLEAN RCA COMPACTED GALVANIZED STEEL EDGE RAILS•. 12" 6'depth provided TS TOP OF STEP rF OF��h� ACO-POLYMER PRODUCTS IN TWO 4"LIFTS BS BOTTOM OF STEP DW-3 ` T PAVING STONE Proposed Patio Area A(961 SF @ 100%)' TW TOP OF WALL TITLE: I I ! I ACO DRAIN TYPE 472/473 961 SF x 2" rainfall (.167)=160.5 CF/8' Dia. Drywell (42.3)=3.8'depth req'd E!EV. 22.5 BW BOTTOM OF WALL 11 STAINLESS STEEL HEEL Proposed Patio Area B(306 SF @ 100%) 0' C RN"`i� STO R M W AT E R RESISTANT BRICKSLOT 100 �� LOAh." - 6„ 306 SF x 2 rainfall (.167)=51.1 CF/8 Dia. Drywell (42.3) =1.2 depth req d ? / 1 DW-1 PROPOSED DRYWELL ? ' I PITCH e'PER FOOT 8'depth provided i-TY A ` / MANAGEMENT N A E M E S.I�Y 5��'� G NT ` --I DW-4&5(AS PER ENGINEER'S CALCS.) Proposed House Roof 1500 SF@ 100% , Proposed Mason Aron 154 SF @ 100% , 5� 3 �PDA1 PROPOSED POOL DISCHARGE } 4,000 PSI CONCRETE p ( ) p Masonry p ( ) co _ - - a CONDITIONS VARY-SEE PLAN - CONTROL SITE _ Proposed Oil+Stone Driveway(650 SF @ 100%) l' 2,3045Fx 2"rainfall (.167)=384.8CF/8'Dia. Drywell (42.3) =9.1'depth req'd r 41 � I ACO DRAIN K100 TRENCH DRAIN 16'depth provided S F`�0'' ' 4"SDR 35 DRAINAGE PIPE PLAN 3"COMPACTED RCA BASE p p p 1 I i I I I'I PIPED TO DRYWELL FINE i PIP - RrS SAND CONCRETE SLAB W/sxsWWM DW 6(AS PER ENGINEER'S CALCS.) - 4' CR - _' MORTAR DRAIN TO CONCRETE WALL OR Proposed House Roof(390 SF @ 100%) © 9"SQ.NDS CATCH BASIN HAUNCHED EDGE - -'I, SLAB SUPPORT SHELF 390 SF x 2"rainfall (.167) =65.13 CF/6'Dia. Drywell (22.3)=2.92'depth req'd STEEL REINFORCEMENT+ Z COMPACTED 1 h 1 5 - 21' 0 5 10 SUBGRADE 6 dept provided L- •' Vr'ATcR IV ACO BRICKSLOT DRAIN 7COMPACTED SUBGRADE Proposed Pool Discharge(584 SF x 5'Avg. Depth=2,920 CF) `n�E SAr,D - 23' SCALE 1" = 10' ? 4 TRENCH DRAIN 5 ACO BRICKSLOT DRAIN IN PATIO 2,920 CFx 5%=146 CF/8'Dia. Drywell (42.3)=3.4'depth req'd TEST HOLE 1 ACO KLASSIKDRAIN TRENCH DRAIN DRAWN BY: 4 A.FOX ept provided CHECKED BY: Detail Not to Scale Detail Not to Scale NO SCALE TEST HOLE PERFORMED BY S.PAETZEL SWM C P *NOTE-BOTTOM OF ALL DRYWELLS TO BE MIN V ABOVE GROUNDWATER ELEV. MCDONALD GEOSERVICES mmmnmmmmnwmumi PROJECT LIMITING SILT FENCE DATE:2022.09.06 JANUARY 13.2022 REVISED: SHEET 1 OF 1 fSUFFU��K'COUNTY I)F.PARTMENT OF HEALTH SERVICES FOR OFFICE USE ONLY OFFICE OF WASTEWATER MANAGEMENT r. Health Department Ref.No. 360 YAPHANK AVENUE,SUITE C4 YAPHANK,NY 11980 (631)852-5700 0 a1 � a suffolkcountyny.gov ,al,,.rr,. APPLICATION T I PDATE AN EXISTING PERMIT TO CONSTRUCT SEWAGE DISPOSAL AND WATF, �tSJ$I Y FACILITIES FOR A SINGLE FAMILY DWELLING MR TO REVER SIDE OF THIS FORM FOR INSTRUCTIONS PLEASE COMPLETE APP I•ABLE' f ON'OF THIS FORM, ALL SIGNATURES MUST BE ORIGINAL. i SECTION.1 "i FO �Li; _, WAL9'=TRANSFERS EXISTING REFER(:•f Ui' ER: 'R1'I)=1'9'01�1T5�' Tax MaI2No.: 1000 110.00 03.00 026.000 District Section Block Lot Name of Current Applicant:Meryl,Kramer 7--T- el#: (631), 477-8736 Mailing Address:PO•BOX 1:600.Southold, NY 11971 Email Address:meryl@mkarchite.ct.com" Name of Current Agent:Meryl Kramer TTel#: (631) 477-8736 Mailing Address:PO Box 1600 Southold, NY 11971 Email Address:meryl@mkarchitect.com DATE OF ORIGINAL APPROVAL: 10.22.2019 *If more than 6 years old and SCDHS site inspections have not been erformed a new application will be required SEC,CTION'2-; FOR TRANSFERS WITH PREVIOUS APPLICANT/AGENT PERMISSION Name of Previous Applicant/Agent: Tel#: ( ) - I hereby transfer all rights and interest in the above referenced permit to the new applicant named above; Signature of Previous Applicant/Agent: Date: `;SECTION 3't'i FOR TRANSFERS WITHOUT PREVIOUS APPLICANT/AGENT PERMISSION Name of Previous Applicant's Tel#: Architect/En vieer/Surve oi: I hereby authorize the above named current applicant to use the previous applicant's survey/site plan for this project prepared by me;for the purpose of transferring the above named reference number and its site design. Architect/Engineer/Surveyor's signature: Date: ;SECTION+4; FOR ALL RENEWALS AND.TRANSFERS Application is hereby made to[ ]TRANSFER,[X]RENEW(check applicable) a permit to construct in accordance with this application,surveys and plans submitted. I hereby certify that I have examined this complete application and the statements therein are true and correct,and that all work shall be done in accordance with all applicable Town,County,State and,Federal Laws. "Any false statement made herein is punishable as a misdemeanor pursuant to S210.45 of New York State Penal Law." Signature of Cu nt licant/ DateAt I. ' Print Name of Curren Ap ant/Agent Title# . I 1 Meryl Kramer Architect DEPARTMENT USE ONLY 190 Permit is Transferre enew Until to `2 - Nu er edrooms Approved Signature of Department Representative ,fir Date WWM-104 (Rev. 02/12) Engineer's certification required. Submit P.E. or R.A. DWELLING ELECTRICAL PANEL 20 AMP HYDROACTION TREATMENT UNIT m a ELECTRICAL SERVICE *ENGINEERS CERTIFICATION IS REQUIRED certification for installation and construction of I/A OWTS 24"LOCKING POLYETHYLENE g �, COVER TO GRADE � _ - .- ,� LINE FROM STREET 20 AMP RP7 --- -- -�RECIRCULATION PUMP -E �E -E -E �E -E --0 FOR ALL IAOWTS INSTALLATIONS. THE AND RETAINING WALL for final approval. Use form COVER TO GRADE -� DESIGN ENGINEER MUST BE CONTACTED WWM-073. AIR AIR^ y • j ---8� QUICK DISCONNECT ---- - MIXER PUMP (' � COVER TO GRADE SWITCH c L_ SE In pUM - --- TODIFOUSSER WHEN THE BOARD OF HEALTH/ WASTE q WATER MANAGEMENT INSPECTOR IS 10AMP Abandonment of the existingsanitary system must be in All RECIRCULATIONASSEMBLY� To 245 COMPLETE AN400 J L_--_- -- CONTROL, /'� CONTACTED FOR INSPECTION. ALL SEPTIC y i L 8 'OT �' �� 245CO COMPLETE ASSEMBLY PANEL If- --- -t )HIGH WATER FLOAT conformance with the Departments requirements. 245COMPLETEAN400 AND LEACHING FIELD COMPONENTS MUST BE BI IL°I ', EPT Submit completed form WWM-080 as proof ,Oljv Io SOITH -o p _ REVISED PLANS APPROVED - 7/8/2022 1' TEMPERATURE RATING OF FIELD INSTALLED J- OLYETHYLENE OWTS CONDUCTORS MUST BEAT LEAST 140 DEG F(60 DEG C) - CONTROLPANELANDAIRPUMP GROUND * A MAINTENANCE CONTRACT & PERMIT EXPIRES - 10/22/2022 IN POLYETHYLENE HYDROACTION TREATMENT TANK AN500- PLAN VIEW ON PRECAST CONCRET PAD ENCLOSURE TERMINAL STRIPS AND GROUND LUG DASHED LINES REPRESENT FIELD WIRING CONTINUOUS MAINTENANCE IS REQUIRED NTS USE COPPER CONDUCTORS ONLY. EXTERNAL COMPONENTS(COMPRESSOR AND/OR FOR THE PROPER FUNCTIONING OF ALL s• , PLC CONTROL PUMPS PROVIDED BY OTHERS AND MUST BE U.L. CONNECT GROUND LUG IN PANEL TO A EC050-30-L-100-PLC HP80 COMPRESSOR ) SECURE EARTH GROUND I/A TREATMENT TANKS APPROVED THERMALLY PROTECTED PUMPS -, FASTENER 3/8-16 x 3 t AT HHCS =a 1080 Pequash Ave, ri w/SS NUT&WASHER 9"x9'x7"DIRECT BURIAL BRANCH CIRCUIT PROTECTION AND MAIN DISCONECT WIRING DIAGRAM ALL DRAINAGE SRUCTURES MINIMUM 10' FROM err` F cmd•oqur.NY11935 PROVIDE POLYLOK 3008- JUNCTION BOX FOCUS DBS-97-JB ; . PROVIDED BY OTHERS AND MUST BE SIZED ACCORDING , `' O OR APPROVED EQUAL �" NTS ANY SANITARY COMPONENT AND WATER LINES _ WEST 24"FLAT COVERS&SAFETY GRATING \i TO PUMP/MOTOR MANUFACTURING SPECIFICATIONS 4"PVC PIPE(:iDR35 PROVIDE POLYLOK 3008- �%� / j (n WEST 24"FLAT COVERS&SAFETY GRATING /%� '/` 4 \ CORE DRILL TANK AND INSTALL EXISTING %%//° �\ \/ w`f 9 Fleets Neck , L j WATERTIGHT SEALED FLEXIBLE JOINT GROUND AIR HOSE AND L/ APPROVED BY THE MANUFACTURER TYP. _ ELECTRICAL SUPPLY TO TREATMENT UNIT A INLET \ OUTLE F �Pa 4"STRAIGHT TEI (SDR35 4'PV SD 35 TEE w/SOLIDS DEFLECTOR CONTROL PANEL/ ' 11J Q a"PvcPIPE SDR35 F COMPRESSOR PUMP APPROX. LOCATION OF EXTG PROPOSED 2-STORY FRAME BLDG w/BASEMENT � " � SANITARY SYSTEM TO BE TOTAL(5) BEDROOMS j. „N^ ABANDONED AS PER SCDHS FIRST FLR.: F.F.E. 28.0' GFA 1777.4 S.F. % y' PRETREATM NTTANK AN400 TUw/PLATFORM COMPLETE BASEMENT: F.F.E. 19.1' GFA 1590.0 S.F. 2nd FLR.: F.F.E. 38.33' GFA 976.3 S.F. s©Iw U) • N r r EXTG. BUILDING TO I <i,.;, • W 4q P� BE DEMOLISHED EXTG.WALL 1 COUPLING-4"sGH 35 PVC sx WINDOW WELL EXTG. TREE TO REMAIN �h } 2'-81'` 1 3"THICK BED OF COMPACTED I TYPICAL na„ .Grn•t 2 2 SAND.MAXIMUM TOLERANCE PROP. OUTDOOR SHOWER SEE WATER AND PROP. FOOTWASH 3'-112' -6" OF 3�" IN ANY DIRECTION DRAINAGE LINES ADHESIVE CARTRIDGE N1 N5 7°4.2'00"E, CROSSING DETAIL PROPOSED NEW WATER r , 1"#10 SELF TAPPING SCREW(PPH ZINC) , LINE FROM NEW METER KEY MAP V MRN NC. B K. WA 175.00 /- HYDROACTION TREATMENT TANK AN500- SECTION STANDARD HYDRAULIC LOAD 550 GPD Z � - . ., • . •\ . ,J 2 0::: o " ohs 1 �•---� VJ 3 � NTS WEIGHT OF EMPTY TANK 1100 LBS W -_ - t W W W I W PROPOSED DRAINAGE-TYP. ' ^ T 0 1V �QOUOI L 'I. ,, r{ ( I ( li f _ O m v JAN500 245 NITROGEN REDUCTION SYSTEM DRAWNBV:A.DA"S � TSPx J \ \ o V Oo x S r x S 1i 111 .3'Ia -1 I ® \ y MV e e e DATE: REV.OO7 PART# o 0.92' 29.42'j IS 6 3% O I 31.0' \ AZL+J1fHYDROACTIOI'� I/A O1/VTS Co z hydr coon 06/03/14 HA-180056 0 31. r D I $,� Q Ll.lAN 500 SERIES HYDRO ACTION TREATMENT TANK U w ---J PR2 STY OPOSED 41 25 6 X8' 8 \ �?r�� z ?� - Q (�Z-REINFORCED THERMOPLASTIC ACCESS COVERS TO GRADE, FIRM. DWELLING I �_�''- . 1 25. x8 NN CID \ SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES Q BOLTED TO PREVENT UNAUTHORIZED ACCESS. POOL ; TS 29.22' x --� FFL(28.0) 1 o rnCU *"*HYDRO ACTION CONTROL PANEL, I 25.5' f1.4' � O � I-Tl `J � m VENT W/CARBON FILTER& IF COVER WEIGHS LESS THAN 60 LBS.A SECONDARY SAFETY LID OR U, BW 27 4 ��', IU, DECK _�� F-I-I PERMIT FOR APPROVAL OF CONSTRUCTION FO"z A DEVICE SHALL BE INSTALLED cr I X - ( BW 2210' i-�I SINGLE FAMILY RESIDENCE ONLY O }' PLC CONTROL HP80 COMPRESSOR 28.62' - 1.7' 7.4' L I I (� d' U W/IN ENCLOSURE LOCATED WAN 2'0 PLASTIC 1 -8'0 16'DEEP LEACHING POOL \ ( f. .� W/1 -8'0 16'DEEP EXPANSION POOL i m PROPOSED I I � T 26,0' \ W (nCL 1ST FLR. VIEW OF SEPTIC TANK DISTRIBUTION BOX , COVEI�E II� � ( C1.=1 1 I z Q SANITARY SYSTEM: 00 FFE 28.0' BW 2E:62; F- I , X BW 26.37 4.0' 1 STY. � --�I I t �1 � PROPOSED IA-OWTS(5 BEDROOM SYSTEM): O 00 CU GRADE±2fi.0' GRADE±26.0' � w fW;�31'.f�2 w TW 29 J r II�14 L_ C -I o 10, n HYDROACTION AN500 IA TREATMENT TANK - E 23.2' E122.9' �_ _ I TOP DOME EL.24.5' Q '` o 1 w --I � � 550 GPD w/HEAVY DUTY LOCKING COVERS I __ TS 31_12'= T 29.12'X ___ DW TO GRADE w/PLASTIC DISTRIBUTION BOX t23' t7 I TOP LEACH POOL ��. � ---------- X C, N I � 1 �/ ' MIN. � DATE 10/22/2019 H-S- O, R 10-19-0115 I.E.23.8 IN.T7FT SLOPE j"/FT N. I EL.23.0' Z U O 2 " BS 3 " : Y -J -1i ' I // SLOPE "/FTIMIN. I -I 3 a' 32 8 d'11 '(� 22 62' BS wci-- ,_ t�`_ g �' wl 1 -8'0 16'DEEP LEACHING POOL G I.E.23.3 v SLUE LEACHING EXPANSION I w m s \ �' PROPOSED o �� 2 T ST HO E wl 1 -8'0 16' DEEP EXPANSION POOL APPROVED CLEANOUT T I BACKFILL WITH CLEAN Z) l ° '9 X D ■ II POOL POOL I o a. 1 \ \ \Q \ PERGOLA M I 0 GRADE AT FACE I.E.23.1' I.E.22I7' SAND AND GRAVEL 1 _ ��.�..(( FOR MAXIMUM OF 5 BEDROOMS OF BUILDING I � 3 \ \ � �� _ OVER DE 27.7' ' � EP � � E`U I BACKFILL COLLAR " I \� 1-10 ` \` � � �W 3 SCREENED PORCH = 27.49'� x B �-- 1N MS I�� _ ►�'`\ � EXPIRES THREE YEAR FROM DATE OF APPROVAL ' f--3' 3'� �' \ \ FFL(27.67) 6 �1 ( I rn (TYP.) i I \ o \ 26.�3' �L! CLEAN OUT AT THE PROP. POER ANDS.ARCH.\ \ N x26.8' 7.17 27 7' ' I - FACE OF THE BUILDING I cP X COVERED 37,2 PORCH I P 1 I I o \ \ \ \AGE AS \TW 3 12 E h 1- _ M`N -SEE DETAIL 1 ON S-1 APPLICABLE I/A-OWTS SYSTEM GENERAL SPECIFICATIONS: �� O pr ALL PIPE TO BE MINIMUM 4"0 I I \ \ \ w x �A9 -z � .p SCHEDULE 40/SDR 35 SEWER PIPE I I \ \ \ �'�, LA 1.12' j,1W 30.0'VD . 09s cy -- -- \ 5 P N I I 36.0' r- 5 1.THE INSTALLER MUST HOLD A CURRENT LIQUID WASTE LICENSE PURSUANT TO CHAPTER 563 E BOT LEACH POOL \ \ \ �� ` \ s'ra, \�S � S PROPOSED WALKWAY PAVERS ARTICLE VII (SEPTIC INDUSTRY BUSINESSES)AND ENDORSEMENT J (INNOVATIVE AND - i \ O \ \ Xs' I I a e ,� �'' o SET ON SAND AND GRAVEL ALTERNATIVE TREATMENT SYSTEM INSTALLER)THROUGH THE SUFFOLK COUNTY DEPARTMENT _ 9 IA PROFILE I I EL. y , I I N N N OF LABOR, LICENSING AND CONSUMER AFFAIRS, PURSUANT TO SUFFOLK COUNTY CODE¶ it VERTICAL SCALE:8,= 1'-v 3 IN. S57°4 175.00' s 563-79(II)(J).THE DEPARTMENT OF LABOR, LICENSING AND CONSUMER AFFAIRS MAINTAINS A o W I I PROP. LANDSCAPE DWELLINGS BW 23 0' PROPOSED SANITARY LIST OF LICENSED I/A OWTS MAINTENANCE PROVIDERS. GROUNDWATER EL. 1.5' W 26.0 W/PUBLSCO�WATER RETAINING WALL 5�6s>< �C3�' • " " " " ' - " " " -I- RETAINING WALL-TYP HIGHEST EXPECTED TW 2 0' 2.ALL I/A OWTS MUST BE REGISTERED WITH THE DEPARTMENT IN ACCORDANCE WITH ARTICLE ' R PROPOSED NEW UNDER 19 OF THE SUFFOLK COUNTY CODE PRIOR TO THE DEPARTMENT GRANTING CERTIFICATION OF `. fif:ssiON LAND NOW OR FORMERLY OF 2"VENT W/CHARCOAL FILTER FROM TANK, CONTROL _ MICHAEL THEODOROU PANEL W/GFI OUTLET, HYDROACTION HP80 ( GROUND ELECTRICAL LINE COMPLETED CONSTRUCTION ON"AS BUILT" PLANS. PATRICIA THEODOROU , COMPRESSOR TO BE INSTALLED WITHIN AN LAND NOW OR FORMERLY OF I CONNECTED TO PUBLIC WATER 3.AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE MAINTENANCE IMPROVED ENCLOSURE WITHIN VIEW OF SANITARY SYSTEM. LINE PROVIDER AND PROPERTY OWNER MUST BE SUBMITTED TO THE DEPARTMENT PRIOR TO THE RICHARD CORTON I I -- -- --' TO BUILDING PANEL w/DEDICATED 120 V AC/20 AMP CONNECTED TO PUBLIC WATER APPROVAL OF THE I/A OWTS REGISTRATION BY THE DEPARTMENT IN ACCORDANCE WITH IMPROVED BREAKER.ALL LINES BELOW GRADE TO BE IN CONDUIT LAND NOW OR FORMERLY OF I ARTICLE 19 OF THE SUFFOLK COUNTY SANITARY CODE. EILEEN E PUBLIC 4.ALL INSTALLED I/A OWTS ARE REQUIRED TO HAVE AN INITIAL 3-YEAR WARRANTY AND LAND NOW OR FORMERLY OF --- -- -- CONNECTED TO PUBLIC WATER ALLAN T GOLDSMITH I IMPROVED I I LINDA G GOLDSMITH OPERATION/MAINTENANCE SERVICE CONTRACT. CONNECTED TO PUBLIC WATER RAILING BY OTHERS -►I I PROPERTY LINE SANITARY SITE PLAN ALL SITE DATA SUPPLIED BY IMPROVED 1 O,� I I 1, KENNETH M WOYCHUK LAND SURVEYING, PLLC 5. INSTALLATION AND USE OF THE I/A OWTS MUST CONFORM TO THE DEPARTMENT'S y- - SCALE = 1:20 AQUEBOGUE, NY 01.19.17 REV 12.20.21 APPROVED I/A OWTS GUIDANCE DOCUMENT PREPARED IN ACCORDANCE WITH THE STANDARDS Z I I NAVD 1988 DATUM FOR"APPROVAL AND MANAGEMENT OF INNOVATIVE AND ALTERNATIVE ONSITE WASTEWATER z LAND NOW OR FORMERLY OF I I �--- -- --- FINISHED GRADE - 0 SCTM# 1000-110.00-03.00-026.000 TREATMENT SYSTEMS."THESE STANDARDS COVER VENTING AS FOLLOWS: I _ __ __ I LAND NOW OR FORMERLY OF / , , , _ • LOT AREA 17,500 SF/ 0.40 ACRES "WHEN AN I/A OWTS REQUIRES A VENT THE UNIT SHALL BE VENTED TO THE ROOF OF THE C� DONNA A BELVEDERE 4 -- -- - JOHN MESSNER JR /�\//\/�\//\//\//\//'�''�/`!/ ' CONNECTED TO PUBLIC WATER \ \\ \\ \\ \\''\\/\\/\\%\\�\\ { f RESIDENCE BEING SERVED.VENT PIPES SHALL EXTEND A MINIMUM OF 6"ABOVE THE ROOF 0 LAND NOW OR FORMERLY OF MAUREEN MESSNER / // // // / / ,/ / IMPROVED I LAUREN ZAMBRELLI I I CONNECTED TO PUBLIC WATER /\\�\/\\�\\ \\�\��\\_� /� { ZO O 2O 4O LINE AND THE TOP OF THE VENT SHALL HAVE A MINIMUM HORIZONTAL SEPARATION OF 12"TO O U I 0. CONNECTED TO PUBLIC WATER I IMPROVED \/\/\/ \//�/\/� ��=K *, b GRADE VARIES THE SLOPED PORTION OF THE ROOF. IN CASES WHERE IT IS NOT PRACTICAL TO VENT THE I- IMPROVED I I \\//\��\\/�\�X\\/\//\X \\\\\ _ :.° I / \/ `/\ \ /\ /\ / ;` SYSTEM TO THE RESIDENCE ROOF,A VENT PIPE MAY BE PIPED TO THE EXTERIOR SIDE OF THE O /'`/'' // /\// / \ v\`r RESIDENCE AND TERMINATES A MINIMUM OF 18"ABOVE GRADE.THESE VENT PIPES SHALL BE U \//\�ACKFILL TO BE CLAN 5 REBAR @ 12 O.C. ELEV. Z2.5 /i\/i :, i''' RAINAGE LINE / SAND AND GRAVEN "_'tr - \, • ;, ,..;. ! %/; i!/<' ;% , ;;�j LOCATED A MINIMUM OF 3 FROM ANY WINDOW OR DOORWAY AND MUST TERMINATE WITH A W i1T1 ETFFU-1 fl \ \\!�\/\\\/\/\\ D R BROWN Q 'b LAND NOW OR FORMERLY OF i\\/ /\\/\\'\/\/ /\\/\%\\ _ XX OL ;. ;�;,. \..`, ., !; , . �,• ,� \,, CARBON FILTER DEVICE.ALL VENT PIPES MUST HAVE MINIMUM DIAMETER OF 2 . a / / /j / / / / // / ' Q LOAM �*:, • COMPACTED GRANULAR fNFILL DEBRA SCURACCHIO /\ � \/\/ \/\�\ \� •" ` ' '�:: U = --- -- -- WK ° zsss CONNECTED TO PUBLIC WATER i\\/\/\\/j\i \\/\\/\\%\/\\/\\ :>, .� BETWEEN PIPES 6. GARBAGE GRINDERS SHALL NOT BE PERMITTED WHEN AN I/A OWTS IS UTILIZED AS A MEANS Q IMPROVED /\//\\//;'<�;`�/\�/�\//�\//\\//�`�/\ \; /.-• WATER AND DRAINAGE LINE JOINTS OF SEWAGE DISPOSAL. IN ADDITION,WATER SOFTENERS SHALL NOT DISCHARGE INTO AN I/A z >10'FROM CROSSING 0 z \//\/ WATERPROOF ALL �\ 5 REBAR @ 12"O.C. BROWN - ? OWTS. J CI a ! \\/\\'SURFACES BELOW GRADE> ` ° SILTY SAND • USE HDPE CORRUGATED DRAIN F -- -- --- /\/ / / v / , y \ O•a VO �% PIPING ., -I / // /�'/ '/ / ' / ' / '/ / �� /< -`%; .,., 7.A CONTROL PANEL BOX MUST BE PLACED OUTSIDE NEAR AND WITHIN VIEW OF EACH 0- "i/ 0 z \\ \ \ \ \ \ \ \ _ �p STRUCTURE THAT IT SERVES.THIS MUST PROVIDE A WARNING SYSTEM WHICH WILL ACTIVATE I 1 g�' I // \// \ \ \/\/\//\ S M C 00 ' EP I /\/\. ' : .a o� AUDIBLE AND VISIBLE ALARMS THAT CAN BE READILY SEEN AND HEARD BY THE OCCUPANTS OF Cr) LAND NOW OR FORMERLY OF i\\ \ \ \\ \\ \ \\ \ \\ \\ THE BUILDING SERVED.THE DEPARTMENT RECOMMENDS A TELEMETRY DEVICE BE INSTALLEDIq `p s MARY ROHAN ////�///'�/j.///�/ �' FROM WATER LINE 8 / I CONNECTED TO PUBLIC WATER \\\\' `\\-\\\\`/\\/\\�\\/\\X\ TREATMENT UNIT TO TRANSMIT IMMEDIATE REMOTE ALARM NOTIFICATION TO THE O&M PROVIDER NAMED IN THE LAND NOW OR FORMERLY OF I / / `/\ /\/ \,%\/\/ /\/ c GRADE WATER LINE/ DRAINAGE LINE CROSSING O&M AGREEMENT.A GFI OUTLET MUST ALSO BE PROVIDED NEAR THE CONTROL PANEL TO KATHLEEN FABIO _ _ _ _ _ IMPROVED /\//,•//\/i, //, /i\, //, /% /i, //\ a: \ / \/ \', \ \ ROBERT FABIO s6rsx oo-s ira.00 „�,,,,■, I /\/�\�\ #5 REBAR @ 12" O.C. \' j�//�/��// ,//\\//x PALE SCHEMATIC- NOT TO SCALE PROVIDE POWER FOR MAINTENANCE AND TESTING EQUIPMENT. USE A DEDICATED 120 VOLT " ""�° I __ _ ___ / \/\/� 12"HOOK-30"SPLICE ` /\/\ /\ \�\/\ BROWN ENDCAPTYPE o AC,20 AMP, SINGLE-PHASE CIRCUIT BREAKER IN THE MAIN ELECTRICAL PANEL FOR SERVICE TO CONNECTED TO PUBLIC WATER ,� IMPROVED I 1 I ~- \\/\\/\% \% \' / \i \/ \% \ , a- . _,p \/\\/\\/ \/ % \/\\ SP LEVELING DEVICES o THE HYDRO ACTION CONTROL CENTER. / / / /\ FINE PLAN VIEW tiT I I \/X/ `/\/\ `\\\/\\/\\/ \\/\\ SAND �`��o �`�- ' . 8.THE PLC CONTROL PANEL WITH COMPRESSOR PUMP REQUIRED FOR THIS INSTALLATION /\//` 3"CLR ALL AROUND //\//\ • , // // // / //\//\ LAND NOW OR FORMERLY OF I LAND NOW OR FORMERLY OF `, \\ `� \` \ \\\ \\j \ \' \ 11' ACE OF BUILDING SHALL BE INSTALLED ON A CONCRETE BASE WITHIN VIEW OF THE PRETREATMENT TANK. ' �� /\//\//\//\//\�� /' 1B //\�--/\//\/ GRADE28.0' -- IN.16"X16"X4"DEEP ENSURE ADEQUATE VENTILATION AND PROTECT AGAINST SUNLIGHT. UNIT MUST BE DL SSA ROSNERET I I CONNECTED TO PUBLIC WATER \\\/\\ \ \\ \\\\/\\\\/\\/\ \\i\\/ \ \ , �, VENT STACK a COMPACTED EMBEDMENT \ \ \ \ \ \ .. \ TOPPER OR END PLUG HARD-WIRED TO A DEDICATED 20 AMP BREAKER IN THE CONTROL PANEL ALL UNDERGROUND CONNECTED TO PUBLIC WATER I I IMPROVED / //` / \ /\// / / /'° // ' _ / // // /j '// //\ /\\/\ /\\/\ WIRING TO BE INSIDE CONDUIT. DRAWN BY: EO IMPROVED `\\`\ \ \' \\j\\\`\\ \M\\\\ \\ `\\ \\/ \\\\`\ \//\ /\//\� FLOOR SLAB OR STRUCTURE = LATE OR OTHER / �/ /;/ '/ ••.. /\/\// `i / / / j\\/\ /\\/� SUITABLE COVER /\� / _ \/ \//\ , /j�/j CAPACITY: a LAND NOW OR FORMERLY OF I I I \ e • c \ \ 30 GALLONS \\ \ i,//< / / /'/ 9. INSTALL I/A OWTS TANKS ACCORDING TO MANUFACTURERS RECOMMENDATIONS.ALL -- -- --- %\// a ' .- . . . • •_ j%o\/ \/% j/\� EL. 21 �/i �i�/i� 4 MAX. ; �/ %i\\;��i\\/��i� DATE: 02.11.22 HOEY FAMILY TRUST /\/ / / \ \ \ \ ( APPLICABLE RECOMMENDATIONS PROVIDED BY THE MANUFACTURER SHALL BE IMPLEMENTED. CONNECTED TO PUBLIC WATER I I \\ \\, :< a n- \ \ \ WATER IN j/// /////� -• \j,\;,�i >�j i\\�\j`\j\\j\\%'\ THERMOPLASTIC RISER COVERS WEIGHING LESS THAN 60 LBS.SHALL HAVE A SECONDARY IMPROVED LAND NOW OR FORMERLY OF j\/\ e. _ ,\, / \/\ SP \\\\ \\ \ INTERIOR •° ,EXTERIOR` '/.\% // //\////\// // SCALE: AS // // ,/,/ / / PALE BROWN , / \/\ \\„ \\ \ \\ \ \\ NOTED f -- -- -- -- I ANNE GUARINO /\ \ • , , • - a- \/ \/\ /\// // //< ;/ // // //. /\//\/j./,•//\//\; COVER OR SUPPORT DEVICE INSTALLED BENEATH THEM LAND NOW OR FORMERLY OF I (CONNECTED TO PUBLIC WATER '\\ \\/\ \` / \ \ \ ,\ \ \ \r \ \ KATHLEEN M FLAHERTY $ // / // // // / / / i , TREATMEONT UNI \ \ TO DRAINFIEL `\\�\\ \\' \ / ; /\/\ FINE SAND \,\;\ I ROBERT W FLAHERTY J IMPROVED \ / / r / /. / //\\ \\ \\��\\ 23 \/ BOX BOTTOM24.0' SHEET CONNECTED TO PUBLIC WATER I i\%\\/ / , / /' % , \;/' %/ �' /\/�/\/\/\ )� :^K--'.-;�s \ WASTE LINE !y a• 3°Eueo 10. THIS I/A OWTS, HAVING BEEN APPROVED BY SUFFOLK COUNTY FOR PROVISIONAL USE, IS / // / / // INLET I.E. REQUIRED TO BE SAMPLED WITH THE FREQUENCY REQUIRED BY ARTICLE 19 FOR PROVISIONAL IMPROVED \\ \\/\\/ \ \ \\. . UTLET I.E.22.9' 1 OR 2 USE.DURING THIS PERIOD THE MEAN ROLLING AVERAGE OF TOTAL NITROGEN IN THE SOUTHERN CROSS ROAD �.j#5 R�BAR @ 12"O C.'\ j\�//\\ \ Ff�COTING TOO BE SET ON�/\ TEST HOLE 1 = - / // / %/ /\'. ' // //\/` / //`//UNDISTURBED SOIL SEPTIC TANKSET ON A 12"BED EFFLUENT MUST BE=0R< 19 MG/L. VICINITY MAP //\j\// //\j\j\//\/j\ \/\/ \ //\// j \\ NO SCALE SECTION OF SAND OR PEA GRAVEL • t MINIMUM 2'CAST IRON TEST HOLE PERFORMED BY PLASTIC DISTRIBUTION BOX DETAIL 4 EXTENSION FROM FOUNDATION 11. DETAILED INSTALLATION,OPERATION,AND MAINTENANCE REQUIREMENTS ARE TO BE SCALE .50 1 4 OFFSET RETAINING WALL FOUND IN ARTICLE 19 STANDARDS FOR I/A OWTS SYSTEMS(12.29.17)SECTION 19-107. DETAILED 50' 0' 50' 100' McDONALD GEOSERVICES POLYLOK 3017-206-6 OR EQUAL CLEANOUT AT FACE OF BUILDING - DETAIL1 REGISTRATION REQUIREMENTS MAY BE FOUND IN THE SAME DOCUMENT, SECTION 19-106. SCALE: 3/4" = 1'-0" JANUARY 13, 2022 w/HEAVY DUTY LOCKING COVER TO GRADE OF 1 SHEETS SCHEMATIC EXISTING S.C.T.M. NO. DISTRICT: 1000 SECTION! 110 BLOCK: 3 LOT(S):26 1 1/2 STY FIRM DWtLLING 3 BEDROOM FFL 28.0 FRIN: `: #4980 DWELLINGS o , „ TO BE DEMOLISHED W/PUBLIC WATER 1V57 42 00 E :......cawac..::•::::..:.....:..:..:. 15o STONE DRIVEWAY I MON. 4' CHAINLINK FEN 0.6'N g'.......•. CONC. BLK. WALL 175.00' i Wo 0.8'S my :D iV o W m m o !� 12.1'b a n iD. �� O 80.1' i 6.3' 31.0' 18"OAK co D !z UUU O J < I O mj o G da I ' o m M� _ 2.8'W 25:6' 11.3' 35.5' I m r 18"OAK o-.._.. .._.. Ca` 1.6' 7.4' W.M. j J FND. LOC. z I 4.0' 0 .115123 2o'oAK i C) Y � Zin m I Lim" Uo z iU 3 O N V I Q : i 3 4.5' io 14.0' 0.5'W 9.0, �.• O r 0) O i O � E6 O i O z O j O 36.7' i z (A i Q a= Li I II IVI I MAR 2 7 2023 557�42'00"yY 175.00' DWELLINGS W/PUBLIC WATER ELEV. 24.4 -el T� L�EPT. 150' DR BROWN 1 THE Wit QTl�L17AmLLjL.S, DRYWELLS AND CESSPOOL ! fv0 OL SANDY LOAM 0.8 LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS FOUNDATION LOCATION 3-15-23 1 AND OR DATA OBTAINED FROM OTHERS REVISED 12-20-21 o BROWN REVISED 10-01-19 AREA: 17,500 S.F, OR 0.40 ACRES REVISED 09-10-19 O LOAMY SAND ELEVATION DATUM: SM 3.8' UNAUTHORIZED ALIERA77ON OR ADD1770M TO THIS SURVEY IS A WOLA77ON OF SEC77ON 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY _ MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RON ONLY TO 7HE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TIME COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION (�l LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. S'0 j rr t SW ERN PALE THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND RISE THEREFORE 7HEY ARE lJ l NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECnOIV OF FENCES, ADDITIONAL STRUCTURES OR AND 07HER IMPROVEMENTS MEDIUM EASEMENTS TYPICAL CLEAN OUT TO AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON 774E PREMISES AT THE 77ME OF SURVEY CR COARSE SURVEY OF. DESCRIBED PROPERTY S,s R SAND 12.4' SLATE OR STOPPER END CERTIFIED To: MARK LOCKWOOD; SUITABLE COVER '� OR PLUG MAP OF: ROBIN LOCKWOOD• OAD W/GRAVEL FILED: FIDELITY NATIONAL TITLE INSURANCE . SERVICES LLC• CUTCHQGUE SITUATED AT: JP MORGAN CHASE BANK, N.A.; 30' ELBOW TOWN OF.SOUTHOLD KEXNETH M WOYCHUK LAND SURVEYING, PLLC 60' WYE NO WATER :SUOOLK COUNTY,.NEW YORK professional Land Surveying and Design — .17' "r^ i 4f P.O. Box 153 Aquebogue, New York 11931 FLOW*-, JULY 20, 2019 „ , PHONE (631)298-1688 FAX (631) 298-1588 K. WOYCHUK LS FILE #1 7-08 SCALE.1 =20 DATE:JAN. 19, 2017 N.Y.S LISC. NO. 050882 mntntnlnln the tacos.of Hobart T. Hemeaey&vewwem H.Toychuk EXISTING.., S.C.T.M. NO. DISTRICT: 1000 SECTION: 110 BLOCK: 3 LOT(S):26 1 112 STY FRM. DWELLING :.::.::•::: ::::•:.:.... 3 BEDROOM' FFL 28.0 . #4980 o TO BE DEMOLISHED N57 42 00 E .`'':`•:.:.GARAGE;::`.:::;:::;.''? STONE DRIVEWAY MON. L 4' CHAINLINK FENCE 0.61N. STOCKAD 175.00' ca X X—�� SHOWER p 0.8. _ WATER LINE•_.._.._.._.._.._.._. �. y W I � 6' POST/WIRE o - - _._._.._._.._.��-, _ . TIMBER WALL W.M. •m F 0 v, GRAVEL "WINDOW GEN. "cqs E V U� m WELL :,:.12.6. o GRAVEL ® e CHARGER V, D 24.4' :''�r.............. I z O i co ' : :::::::::::::::.:.:.::.:.:.:.:.:.:::.:::::: �+: GRAVEL /1O'0z6't z p m c ao::::: •••••'•'•-•'•'•'•'.'•'•'•'•'• ....... -.GARAGE o6 - DRIVEWAY I D.W. O !' STONE .-. o �o .- ............................................:.:.:.:.:.:.:.:.:.:.:.. �� c j ON BRICK i a �Q'•':':::.:: 2.8'W PATIO 18'0x6't a 2a ,•••............. ..•,•--•••............ j INGROUND: t`D.W I 25.6'•:••'........ .................. ...11.4.':: 35.5' POOL::: STONE PATIO 1.7'•: 2 STY FRAME.-.v......, j •........... 3 .4:5'::::..:.:.."....:.:.:..:.:.. l M I U CONC. WALL STONE O 32' m Z H BRICK o a; j (3 ��-.\ PATIO wo - ::::::::::::::::::::::::: :::,'�. C.O. OWTSCc- / c�i p W j t8'0x6'1 oa 41' I ! O. �„% 11 t�D.W c� �29' D.P. I 29' ................9:5'- �� 53' 0.5'W ::::::: :: :::::: i SUFFOLK COUNTY DEPARTMENT OF HEALTH.SERVICES wo P—LSTONE �i..:::::: ::' z- z -18. APPROVAL OF CONSTRUCTED WORKS FOR p cwi BRICK •' '' '''• oa R �� - i ASINGLE FAMILY RESIDENCE p w PATIO • ''27.s'':':::::::::•: c i L.P. : C Date 5I22I24 H.S. Ref--No. a10-1s-o»e i z 71 CONC. WALL _ ME GAS ELEC i The sewage disposal and water supply facilites at this location have been = 0.5E o x'W- METER l inspected and/or certified by this Department or other agencies and found to be satisfactory FORA MAXIMUM OF. 5 BEDROOMS. :� k 0..1'N 4' POST/WIRE i �'/ �x�S�5`y �• o > » AIR PUMP CRAIG.KNEPPER, PE..CHIEF S57 42 00 W 175.00, . . Office of Wastewater Management THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL No LOCAPONS SHOWN ARE FROM FIELD OBSERVAAONS O .AND OR DATA OBTAINED FROM OTHERS.. O O " AREA: 17,500 S.F. OR 0.40 ACRES ELEVA77ON DATUM: UNAUTHORIZED AL TERA 770N.OR ADD177ON TO THIS SURVEY/S A VIOLATION OF SEC77ON"7209 OF THE NEW YORK STATE EDUCA77ON LAW., COPIES OF THIS SURVEY MAP NOT BEARING 7HE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO.BE A- VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS717U710N, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE SU NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADD177ONAL STRUCTURES,OR AND 07HER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY ENDENT ON 774E PREMISES AT THE 71ME OF SURVEY Ctjo SURVEY oF: DESCRIBED PROPERTY . IDF; Nfw CERTIFIED To: MARK LOCKWOOD; l� S's RD ! MAY 2 2 ]]�� 2024 MAP OF: ,�P .�1� M. K'py rO,A ROBIN LOCKWOOD' Al! FILED: _� may. FIDELITY NATIONAL TITLE INSURANCE � � 4, c r x SERVICES, SITUATED AT: CUTCHOGUE r JP MORGAN CHASE BANK, N.A., u: `w• ° o FINAL 03-18-24 � Town OF.SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING,_.PLLC FOUNDATION LOCATION 3-15-23 SUFFOLK COUNTY,, NEW YORK 2�F 0508e2 J2/ Professional Land Surveying and Design REVISED 12-20-21 P.O. Bog 153 Aquebogue, New York 11931 REVISED 1.0-01-19 rr r PHONE (831)298-1588 FAX (631) 298-1588 - - - FiLE'# 17-08 scaiE:l .=20 DATEJAN. 19;. 2017 N.Y.S. LISC.NO. 050882 mefatafnln�me records o:Robert is Senaemy a Kezmeeb;lr.,l/oyebuk REVISED 09-10-.19 Suffolk County Dept.of Labor,Licensing&Consumer Affairs HOME IMPROVEMENT LICENSE Name KYLE.ISCHADT BumsiScSS��m��a►i___ Business This certifies that the NORTH FORK WOOD WORKS INC. bearer is duly licensed by the County V,suffolK License Number:H-45819 Rosalie Drago Issued: 02/1912009 Commissioner Expires: 02/01/2023 Generated by REScheck--Web Software Compliance Certificate Project Lockwood II Energy Code: 2028 IECC Location: Cutchogue, New York JUL 18 202� Construction Type: Single-family lu Project Type: New Construction BUILDING DEPT. Orientation: Bldg.faces 45 deg.from North TOWN OF SOUTHOLD Conditioned Floor Area: 3,278 ft2 Glazing Area 22% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 4980 Pequash Ave. Cutchogue, NY 11935 Compliance: Passes using UA trade-off Compliance: 19.1%Better Than Code Maximum UA: 676 Your UA: 547 Maximum SHGC: 0.40 Your SHGC: 0.25 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. Slab-on-grade tradeoffs are no longer considered In the UA or performance compliance path in REScheck. Each slab-on-grade assembly In the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblles Prop.Gross Area Cavity Cont. L Perimeter Ceiling at 2-Story Volume:Flat Ceiling or Scissor 1,345 49.0 1.6 0.025 0.026 33 35 Truss Skylight at 2-Story Volume: Metal Frame 15 0.550 0.550 8 8 SHGC:0.40 Flat Ceiling at Entry&Kitchen:Flat Ceiling or Scissor 698 42.0 6.8 0.024 0.026 16 17 Truss Skylight at Flat Ceiling: Metal Frame 27 0.550 0.550 15 15 SHGC:0.40 Cathedral Ceiling at Great Room:Cathedral Ceiling 514 49.0 1.6 0.021 0.026 11 13 North Wall:Wood Frame,16"o.c. 700 19.0 8.2 0.039 0.060 23 35 Orientation:Front North Window K(1):Wood Frame SHGC:0.27 11 0.300 0.320 3 4 Orientation:Front North Window K(2):Wood Frame SHGC:0.27 11 0.300 0.320 3 4 Orientation:Front North Window K(3):Wood Frame SHGC:0.27 11 0.300 0.320 3 4 Orientation:Front Project Title: Lockwood If Report date: 07/15/22 Data fllename: Pagel of 4 t Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter North Window G(1):Wood Frame SHGC:0,18 19 0.290 0.320 6 6 Orientation:Front North Window G(2):Wood Frame SHGC:0.18 19 0.290 0.320 6 6 Orientation:Front North Window DA:Wood Frame SHGC:0.27 15 0.300 0.320 5 5 Orientation:Front North Window D.2:Wood Frame SHGC:0.32 35 0.280 0.320 10 11 Orientation:Front East Wall:Wood Frame,16"o.c. 1,172 19.0 8.2 0.039 0.060 39 60 Orientation:Left side Door 2:Solid Door(under 50%glazing) 20 0.290 0.320 6 6 Orientation:Left side Door 2A:Glass Door(over 50%glazing) SHGC:0.22 10 0.280 0,320 3 3 Orientation: Left side Door 5:Glass Door(over 50%glazing) SHGC:0.22 18 0.280 0.320 5 6 Orientation:Left side Door 9:Glass Door(over 50%glazing) SHGC:0.22 20 0.290 0.320 6 7 Orientation:Left side Door 10:Glass Door(over 50%glazing) SHGC:0.22 20 0.290 0.320 6 7 Orientation:Left side East Window A(1):Wood Frame SHGC:0.27 12 0.300 0.320 4 4 Orientation: Left side East Window A(2):Wood Frame SHGC:0.27 12 0.300 0.320 4 4 Orientation: Left side East Window A(3):Wood Frame SHGC:0.27 12 0.300 0.320 4 4 Orientation:Left side East Window A(4):Wood Frame SHGC:0.27 12 0.300 0.320 4 4 Orientation: Left side East Window A(5):Wood Frame SHGC:0.27 12 0.300 0.320 4 4 Orientation: Left side East Window A(6):Wood Frame SHGC:0.27 12 0.300 0.320 4 4 Orientation: Left side East Window E:Wood Frame SHGC:0.27 10 0.290 0.320 3 3 Orientation: Left side South Wall:Wood Frame,16"o.c. 840 19.0 8.2 0.039 0.060 19 29 Orientation:Back Door 6:Glass Door(over 50%glazing) SHGC:0.17 18 0.280 0.320 5 6 Orientation:Back Door 7:Glass Door(over 50%glazing) SHGC:0.17 67 0.280 0.320 19 21 Orientation:Back Door 8:Glass Door(over 50%glazing) SHGC:0.17 67 0.280 0.320 19 21 Orientation:Back Project Title: Lockwood II Report date: 07/15/22 Data filename: Page 2 of 4 Prop.Gross Area Cavity Cont. Req. Prop. Assembly or South Window L:Wood Frame SHGC:0.32 11 0.280 0.320 3 4 Orientation:Back South Window CA:Wood Frame SHGC:0.32 50 0.280 0.320 14 16 Orientation:Back South Window I:Wood Frame SHGC:0.18 45 0.290 0.320 13 14 Orientation:Back South Window DA:Wood Frame SHGC:0.27 15 0.300 0.320 5 5 Orientation:Back South Window D.2:Wood Frame SHGC:0.32 35 0.280 0.320 10 11 Orientation:Back South Window G(1):Wood Frame SHGC:0.18 19 0.290 0.320 6 6 Orientation:Back South Window G(2):Wood Frame SHGC:0.18 19 0.290 0.320 6 6 Orientation:Back South Window C.2:Wood Frame SHGC:0.27 17 0.290 0.320 5 5 Orientation:Back West Wall:Wood Frame,16"o.c. 1,122 19.0 8.2 0.039 0.060 37 57 Orientation:Right side Door 3:Glass Door(over 50%glazing) SHGC:0.22 18 0.280 0.320 5 6 Orientation:Right side Door 11:Glass Door(over 50%glazing) SHGC:0.25 40 0.290 0.320 12 13 Orientation:Right side Door 1:Glass Door(over 50%glazing) SHGC:0.22 20 0.270 0.320 5 6 Orientation:Right side West Window A(1):Wood Frame SHGC:0.27 12 0.300 0.320 4 4 Orientation:Right side West Window A(2):Wood Frame SHGC:0.27 12 0.300 0.320 4 4 Orientation:Right side West Window K:Wood Frame SHGC:0.27 11 0.300 0.320 3 4 Orientation: Right side West Window B(1):Wood Frame SHGC:0.27 8 0.300 0.320 3 3 Orientation: Right side West Window B(2):Wood Frame SHGC:0.27 8 0.300 0.320 3 3 Orientation:Right side West Window B(3):Wood Frame SHGC:0.27 8 0.300 0.320 3 3 Orientation: Right side West Window E:Wood Frame SHGC:0.27 10 0.290 0.320 3 3 Orientation:Right side West Window F:Wood Frame SHGC:0.27 5 0.290 0.320 1 2 Orientation:Right side Project Title: Lockwood II Report date: 07/15/22 Data filename: Page 3 of 4 Prop.Gross Area Cavity Cont. Prop. Req. Perimeter West Window L:Wood Frame SHGC:0.32 11 0.280 0.320 3 4 Orientation:Right side First Floor(over unconditioned space):All-Wood 1,060 23.0 1.6 0.038 0.047 40 50 Joist/Truss Second Floor(over unconditioned space):All-Wood 414 23.0 1.6 0.038 0.047 16 19 joist/Truss Basement Slab:Slab-On-Grade(Unheated) 115 11.4 0.697 0.700 0 0 Insulation depth:2.0' Basement Wall-North:Solid Concrete or Masonry Orientation:Front Wall height:9.0' 200 15.0 10.9 0.033 0.059 7 12 Depth below grade:8.0' Insulation depth:9.0' Basement Wall-East:Solid Concrete or Masonry Orientation:Left side Wall height:9.0' 316 15.0 10.9 0.033 0.059 10 17 Depth below grade:8.0' Insulation depth:9.0' Basement Door 005:Solid Door(under 50%glazing) 20 0.280 0.320 6 6 Orientation:Left side Basement Wall-South:Solid Concrete or Masonry Orientation:Back Wall height:9.0' 200 15.0 10.9 0.033 0.059 7 12 Depth below grade:8.0' Insulation depth:9.0' Basement Wall-West:Solid Concrete or Masonry Orientation:Right side Wall height:9.0' 316 15.0 10.9 0.033 0.059 10 17 Depth below grade:8.0' Insulation depth:9.0' Basement Window J.1:Wood Frame SHGC:0.27 12 0.300 0.320 4 4 Orientation:Right side Basement Window J.2:Wood Frame SHGC:0.32 12 0.280 0.320 3 4 Orientation:Right side 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 Iding has bee I ned to meet the 2018 IECC requirements in REScheck Version :REScheck-Web and to comply with the man require s ' he REScheck Inspection Checklist. 1Wt I It�itw+w i L Name-Title Si nature Date Project Title: Lockwood II Report date: 07/15/22 Data filename: Page 4 of 4 Generated by REScheek-Web Software Compliance Certificate Project Lockwood II Energy Code: 2018 I ECC i a' :.•.= 1 rt � 1�?J,f , s Location: Cutchogue, New York Construction Type: Single-family Project Type: New Construction I' '' APR 2 5 2024 Orientation: Bldg. faces 45 deg. from North ' Conditioned Floor Area: 3,278 ft2 j1r J ,* Glazing Area .22% Climate Zone: 4 (5572 HDD) of Jv t Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 4980 Pequash Ave. Cutchogue, NY 11935 trade-offCompliance: Passes using UA Compliance: 19.1%Better Than Code Maximum UA: 676 Your.UA: 547 Maximum SHGC: 0.40 Your SHGC: 0.25 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. Slab=on-grade tradeoffs are:no longer considered in the UA or performance compliance path in REScheck. Each slab=on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth'requirements. Envelope Assemblies Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Ceiling at 2-Story Volume: Flat Ceiling'or Scissor 1,345 49.0 1.6 0.025 0.026 33 35 Truss Skylight at 2-Story Volume: Metal Frame 15 0.550 0.550 8 8 SHGC: 0.40 Flat Ceiling at Entry&Kitchen: Flat Ceiling or Scissor 698 42.0 :6.8 0.024 0.026 16 17 Truss Skylight at Flat Ceiling: Metal Frame 27 0.550 0.550 15 15 SHGC: 0.40 Cathedral Ceiling at Great Room: Cathedral Ceiling 514 49.0 1.6 0.021 0.026 11 13 North Wall: Wood Frame, 16"D.C. 700 19.0 8.2 0.039 0.060 23 35 Orientation: Front North Window K(1): Wood Frame SHGC: 0.27 11 0.300 0.320 3 4 Orientation: Front North Window K(2):Wood Frame SHGC: 0.27 11 0:300 0.320 3 4 Orientation: Front North Window K(3):Wood Frame SHGC: 0.27 11 0.300 0.320 3 4 Orientation: Front Project Title: Lockwood II Report date: 01/04/23 Data filename: Page 1 of12 .P z Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter North Window G (1):Wood Frame SHGC: 0.18 19 0.290 0.320 6 6 Orientation: Front North Window G (2):Wood Frame SHGC: 0.18 19 0.290 0.320 6 6 Orientation: Front North Window D.1:Wood Frame ss SHGC: 0.27 t 15 0.300 0.320 5 5 Orientation: Front North Window D.2:Wood Frame SHGC: 0.32 35 0.280 0.320 10 11 a Orientation: Front Y _ East Wall:Wood Frame, 16"o.c. Orientation: Left side y 1,172 19.0. 8.2 0.039 0.060 39 60 Door 2: Solid Door(under 50%glazing) 20 0.290 0.320 6 6 Orientation: Left side Door 2A: Glass Door(over 50%glazing) SHGC: 0.22 10 0.280 0.320 3 3 Orientation: Left side Door 5: Glass Door(over 50%glazing) SHGC: 0.22 18 0.280 0.320 5 6 Orientation: Left side . Door 9: Glass Door(over 50%glazing) SHGC: 0'.22 20 0.290 -0.320 6 7 Orientation: Left side Door 10: Glass Door(over 50%glazing) SHGC: 0.22 20 0.290 0.320 6 7 Orientation: Left side East Window A(1): Wood Frame SHGC: 0.27 12 0.300 0.320 4 4 Orientation: Left side East Window A(2): Wood Frame SHGC: 0.27 12 0.300 0.320 4 4 Orientation: Left side East Window A.(3):Wood Frame SHGC: 0.27 12 0.300 0.320 4 4 Orientation: Left side East Window A(4):Wood Frame SHGC: 0.27 12 0.300 0.320 4 4 Orientation: Left side East Window A(5):Wood Frame SHGC: 0.27 12 0.300 0.320 4 4 Orientation: Left side East Window A(6): Wood Frame SHGC: 0.27 12 0.300 0.320 4 4 Orientation: Left side East Window E:Wood Frame SHGC: 0.27 10 0.290 0.320 3 3 Orientation: Left side South Wall:Wood Frame, 16"o.c. Orientation: Back 840 19.0 8.2 0.039 0.060 19 29 Door 6: Glass Door(over 50%glazing) SHGC: 0.17 18 0.280 0.320 5 6 Orientation: Back Door 7: Glass Door(over 50%glazing) SHGC: 0.17 67 0.280 0.320 19 21 Orientation: Back Door 8: Glass Door(over 50%glazing) SHGC: 0.17 67 0.280 0.320 19 21 Orientation: Back Project Title: Lockwood II Report date: 01/04/23 Data filename: Page 2 of12 Prop.Gross Area Cavity Cont. Prop. Assembly or South Window L: Wood Frame SHGC: 0.32 11 0.280 0.320 3 4 Orientation: Back South Window CA:Wood Frame SHGC: 0.32 50 0.280 0.320 14 16 Orientation: Back South Window I:Wood Frame SHGC: 0.18 45 0.290 0.320 13 14 Orientation: Back South Window D.1:Wood Frame SHGC: 0.27 15 0.300 0.320 5 5 Orientation: Back South Window D.2:Wood Frame SHGC: 0.32 35 0.280 0.320 10 11 Orientation: Back South Window G (1):Wood.Frame SHGC: 0.18 19 0.290 0.320 6. 6 Orientation: Back South Window G (2): Wood Frame SHGC: 0.18 19 0.290 0.320 6 6 Orientation: Back South Window C.2: Wood Frame SHGC: 0.27 17 0.290 0.320 5 5 Orientation: Back West Wall:Wood Frame, 16"o.c. 1,122 19.0 8.2 0.039 0.060 37 57 Orientation: Right side Door 3: Glass Door(over 50%glazing) SHGC: 0.22 • 18 0.280 0.320 5 6 Orientation: Right side Door 11: Glass Door(over 50%glazing) SHGC: 0.25 40 0.290 0.320 12 13 Orientation: Right side Door 1: Glass Door(over 50%glazing) SHGC: 0.22 20 0.270 0.320 5 6 Orientation: Right side West Window A(1): Wood'Frame - SHGC: 0.27 12 0.300 0.320 4 4 Orientation: Right side West Window A(2): Wood Frame SHGC: 0.27 12 0.300 0.320 4 4 Orientation: Right side West Window K:Wood Frame SHGC: 0.27 11 0.300 0.320 3 4 Orientation: Right side West Window B (1):Wood Frame SHGC: 0.27 8 0.300' 0.320 3 3 Orientation: Right side West Window B (2):Wood Frame SHGC: 0.27 8 0.300 0.320 3 3 Orientation: Right side West Window B (3):Wood Frame SHGC: 0.27 8 0.300 0.320 3 3 Orientation: Right side West Window E:Wood Frame SHGC: 0.27 10 0:290 0.320 3 3 Orientation: Right side West Window F:Wood Frame SHGC: 0.27 5 0.290 0.320 1 2 Orientation: Right side Project Title: Lockwood II _ Report date: 01/04/23 Data filename: Page 3 of12 Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter West Window L: Wood Frame SHGC: 0.32 11 0.280 0.320 3 4 Orientation: Right side First Floor(over unconditioned space):All-Wood 1,060 23.0 1.6 0.038 0.047 40 50 joist/Truss Second Floor(over unconditioned space):All-Wood 414 23.0 1.6 0.038 0.047 16 19 Joist/Truss Basement Slab:Slab-On-Grade(Unheated) 115 11.4 0.697 0.700 0 0 Insulation depth: 2.0' Basement Wall -North: Solid Concrete or Masonry Orientation: Front Wall height: 9.0' 200 15.0 10.9 0.033 0.059 7 12 Depth below grade: 8.0' Insulation depth: 9.0' Basement Wall -East: Solid Concrete or Masonry Orientation: Left side Wall height: 9.0' 316 15.0 10.9 0.033 0.059 10 17 Depth below grade: 8.0' - - Insulation depth: 9.0' Basement Door 005: Solid Door(under 50%glazing) 20 0.280 0.320 6 6 Orientation: Left side Basement Wall-South: Solid Concrete or Masonry Orientation: Back Wall height: 9.0' 200 15.0 10.9 0.033 0.059 7 12 Depth below grade: 8.0' Insulation depth: 9.0' Basement Wall-West: Solid Concrete or Masonry Orientation: Right side Wall height: 9.0•' 316 15.0 10.9 0.033 0.059 10 17 Depth below grade: 8.0' Insulation depth: 9.0' Basement Window J..1: Wood Frame SHGC: 0.27 12 0.300 0:320 4 4 Orientation: Right side Basement Window J.2: Wood Frame SHGC: 0.32 12 0.280 0.320 3 4 Orientation: Right side 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 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: Lockwood II Report date: 01/04/23 Data filename: Page 4 of 12 CREScheck Software Version .e REScheck-Web NJ/ Inspection checklist Energy Code: 2018 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in.the "Comments/Assumptions" column is provided by the user in the REScheck'Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in_a separate table, a reference to that table is provided. Section. Plans Verified Field Verified ## Pre=lnspection/Plan Review Complies? Comments/Assumptions & Req.ID Value Value 103.1, Construction drawing sand ❑Complies ; 103.2 I documentation demonstrate ❑Does Not. ! [PRl]1 :energy code compliance for the ! l9 ; ❑Not Observable building envelope.Thermal envelope represented on (]Not Applicable construction-documents. 103.1, ;Construction drawings and ❑Complies ; 103.2, documentation'demonstrate ❑Does Not 403.7 j energy code compliance for [PR3]1 ;lighting and mechanical systems. ❑Not Observable U ISystems serving multiple ❑Not Applicable dwelling units must demonstrate compliance with the IECC ; Commercial Provisions.' 302.1, ;Heating and cooling equipment is.! Heating: Heating: OComplies 403.7 !sized per ACCA Manual S based Btu/hr Btu/hr !❑Does Not [PR2]2 !on loads calculated per ACCA Cooling: Coolin ®) Manual J or other methods g' ! 9 !❑Not Observable ;approved by the code official. I Btu/hr Btu/hr T❑Not Applicable l I , Additional Comments/Assumptions': 1 J.High Impact(Tier 1) 2 Medium Impact(Tier 2) 13:1 Low Impact(Tier 3) Project Title: Lockwood ll. Report date: 01/04/23 Data filename: Page.5 of12 7 T Section Plans Verified .Field'Verified # Foundation his Complies? Comments/Assumptions & Re .ID Value Value 402.1.2 Slab edge insulation R-value. R- R- ❑Complies ;See the Envelope Assemblies [F0111 ;❑ Unheated ;❑' Unheated ElDoes Not :table for-values. ❑ Heated ;❑ Heated ;❑Not Observable ❑Not Applicable 402.1.2 !Slab edge insulation ft ft ;❑Complies ;See the Envelope Assemblies [FO31 p th/len 1 'de '❑Does Not table for values. !depth/length. ; ; 0 ; ;❑Not Observable ; ❑Not Applicable 402.1.1 !Conditioned basement wall R- R- E❑Complies ;See the Envelope Assemblies [FO4]1 insulation R-value.Where interior R_ R_ ;❑Does Not :table for values. 44 ;insulation is used,verification !may need to occur during ; ❑Not Observable !Insulation Inspection. Not ;❑Not Applicable ; ;required in warm-humid locations'; in Climate Zone 3. ; I 303.2 !Conditioned basement wall ❑Complies ; [FO5]1 knsulation installed per ❑Does Not U ;manufacturer's instructions. -❑Not Observable ❑Not Applicable: .; 402.2:9 .Conditioned basement wall ft ft ;❑Complies ;See the Envelope Assemblies [FO6]1 !insulation depth of burial or !❑Does Not ;table for values. J ;distance from top of wall. ;❑Not Observable ; ❑Not Applicable 303.2.1 !A protective covering is installed - ❑Complies ; [F011]2r Ito protect exposed exterior ❑Does Not U !insulation and extends a []Not Observable imirilmum of 6 in. below grade. ❑Not Applicable ; 403.9 Snow-and ice-melting system ❑Complies [FO12]2 !controls installed. ❑Does Not U ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Lockwood II Report date: 01/04/23 Data filename: Page 6 of12 I ' Section :Plans Verified Field Verified # Framing/Rough-In Inspection Complies? Comments/Assumptions & Req.ID. Value Value 402.1.1, ;Door U-factor. ; U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.4 :❑Does Not ;table for values. [FR1]1 ' ❑Not Observable ® :❑Not Applicable. 402.1.1, !Glazing U-factor(area-weighted ; U- ; U- ;❑Complies ;See-the Envelope Assemblies 402.3.1, 1average). I❑Does Not ;table for values. 402.3.31 ' 402.5 ;❑Not Observable [FR2]1 ;❑Not Applicable 303.1.3 ;U-factors of fenestration products ❑Complies ; [FR4]1 !are determined in accordance ❑Does Not' i with the•NFRC test procedure or ,taken from the default table. ❑Not Observable , []Not Applicable 402.1.1, ;Skylight U-factor. ; U- U- ;❑Complies ;See the Envelope Assemblies 402.3.3, ! ! ❑Does Not ;table for values. 402.3.6, 402.5 ; ! ! ;❑Not Observable [FR5]1 1 ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier ❑Complies ; [FR23]1 11 installed per manufacturer's '' ❑Does Not j instructions. 0� ; ❑Not Observable ; ❑Not Applicable 402.4.3 ;Fenestration that is not site built ❑Complies' [FR20]1 !is listed and labeled as meeting ❑Does Not. !AAMA/WDMA/CSA 101/I.S.2/A440 U ;or has infiltration rates per NFRC ❑Not Observable I400 that do not exceed code ❑Not Applicable limits. . 402.4.5 ;IC-rated recessed lighting fixtures - . ❑Complies [FR16]2 I sealed at housing/interior finish ❑Does Not• i and labeled to indicate s2.0 cfm leakage at 75 Pa. ❑Not Observable i ❑Not Applicable 403.3.1 ,Supply and return ducts in attics , ' ❑Com plies , . [FR12]1 ;insulated >= R-8 where duct is []Does Not >= 3 inches in diameter and >_ U R-6 where < 3 inches. Supply I and ❑Not Observable return ducts in other portions of ❑Not Applicable !the building insulated >= R-6 for diameter>= 3 inches and R-4.2 ; :for< 3 inches in diameter. I 403.3.2 ;Ducts, air handlers and filter ❑Complies [FR13]1 F boxes are sealed with ODoes Not :joints/seams compliant with ej ;International Mechanical Code or []Not observable International Residential Code,as ONot Applicable applicable. 403.3r5 Building cavities are not used as ❑Complies ; [FR15]3 ducts or,plenums. ❑Does Not Q) ❑Not Observable I []Not Applicable 1 .High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact.(Tier 3). Project Title: Lockwood II Report date: 01/04/23 Data filename: Page 7 of12 x Section Plans Verified Field Verified # Framing/ Rough-in Inspection Complies? Comments/Assumptions & Re .ID' Value'. Value 403.3:7. Ducts declared to be within the ❑Complies ; [I R28j3- conditioned space'are either 1) ❑Does Not le completely within the f continuous air barrier and within the building ❑Not Observable thermal envelope, 2) buried ❑Not Applicable within ceiling insulation in accordance with Section R403.3.6 and the air handler is located completely within the continuous air barrier and within - ; the.building thermal envelope and the duct leakage is'<= 1.5 ; cfm/100 square feet of ; conditioned floor area served by the duct system, or 3)the ceiling insulation R-value installed against and above the insulated duct>=to the proposed ceiling ; insulation R-value, less the R- ; value of the insulation on the 403.4 ;HVAC piping conveying fluids ; R- ; R- ;❑Complies ; [FR17]1. . labove 105 °F or chilled fluids ;❑Does Not l8Jbelow 55 °F are insulated to >—R- I3 ; ;' . ;❑Not Observable ❑Not Applicable 403.4.1 !Protection of insulation on HVAC ❑Complies [FR24]1 !piping. ❑Does Not U ❑Not Observable { ❑Not Applicable 403.5.3 !Hot water pipes are insulated to ; R- R- ;❑Complies [FR18]? I>R-3. ❑Does Not ' �— U I i :❑Not Observable ;❑Not Applicable 403.6 ;Automatic or gravity dampers are ❑Complies [FR19]2 !installed on all outdoor air []Does Not intakes and exhausts. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 12 IMedibm Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Lockwood II Report date: 01/04/23 Data filename: Page 8 of12 i 1 Section Plans Verified Field Verified # Insulation Inspection V alue• Complies?. Comments/Assumptions & Req.ID. . : Value 303.1 ;All installed insulation 1s labeled ❑Complies [IN13]2 !or the installed R-values []Does Not J I provided. ❑Not Observable ❑Not Applicable 402.1.1, ;Floor insulation R-value: ; R- R- ;❑Complies ;See the Envelope Assemblies 402.2.6 ❑ Wood 1❑ Wood :❑Does Not ;table for values. [IN1]1 I❑ Steel I❑ Steel Not Observable g :❑Not Applicable 303.2, ;Floor insulation installed per ❑Complies ; 402.2.8 :manufacturer's instructions and ❑Does Not [IN2]1 I in substantial contact with the g I underside of the subfloor, or floor ❑Not Observable U 1framing,cavity insulation is in []Not Applicable ; contact with the top side bf - r sheathing, or continuous ; {insulation is installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. 402.1.1, ;Wall insulation R-value. if this is a; R- R-' ;❑Complies ;See the Envelope Assemblies 402.2.5, !mass wall with at least 1/z.of.the ❑ Wood ❑ Wood :❑Does Not ;table for values. 402.2.E wall insulation on the wall ❑ Mass ❑ Mass ❑Not Observable [IN3]1 ;exterior,the exterior insulation ; ; g� requirement applies(FR10): ; Steel i ❑ Steel ❑Not Applicable ; 303.2 ;Wall,insulation is installed per ❑Complies' ; [IN4]1 ;manufacturer's instructions. ❑Does Not . ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11_High impact(Tier 1) 1,2 1 Medium impact,(Tier 2) 3 Low Impactt-(Tier 3). Project Title: Lockwood II Report date: 01/04/23 Data filename: Page.9 of12 Section Plans Verified :Field Verified # Final Inspection'Provisions Complies? Comments/Assumptions & Re' .ID Value Value. 402.1.1, ;Ceiling insulation R-value. ; R- ; R- ❑Complies ;See the Envelope Assemblies 402.2.1, ;❑ Wood. ;❑ Wood ;❑Does Not table for values. 402.2.2, ;❑ Steel 10 Steel ;❑Not Observable ; 402.2.6 [Fill' ; ; ;❑Not Applicable 303.1.1.1, Ceiling insulation installed per ❑Complies ; 303.2 manufacturer's instructions. ❑Does Not [17I2]1 ;Blown insulation marked every ❑ 300 ft2.. Not Observable ; ❑Not Applicable 402.2.3': Vented attics with air permeable ❑Complies ; [FI22]2 !insulation include baffle adjacent ❑Does Not to soffit and eave vents that ;extends over insulation. ❑Not Observable ; ❑Not Applicable' 402.2.4 iAttic access hatch and door ; R- I R- ;❑Complies ; [FI3]1 iinsulation >_R-value of the ! :❑Does Not !adjacent assembly. ' I ; ;❑Not Observable ; ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = {❑Complies ; [FI17]1• :ach, in Climate Zones 1-2, and ❑Does Not I<=3 ach in Climate Zones 3-8. '❑Not Observable ❑Not Applicable 403.3.3 !Ducts are pressure tested to cfm/100 I cfm/100 I❑Complies ; [FI27]1 !determine air leakage with ft2 ft2 ❑Does Not ;either: Rough-in test:Total !leakage measured with a ; []Not Observable !pressure differential of 0.1 inch ! ! ;❑Not Applicable ; w.g.across the system including ;the manufacturer's air handler jenclosure if installed at time of ! ! ! ! ;test. Postconstruction test:Total ;leakage measured with a i I ! I !pressure differential of 0.1 inch w.g. across the entire system ;including the manufacturer's air ;handler enclosure. !. 403.3.4 ;Duct.tightness test result of<=4 ! cfm/100. ; cfm/100 ;❑Complies ; [FI4]1 'cfm/100 ft2 across the system or ftz ft2 ;❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ; ; ❑Not Observable !tests,verification may need to I ;ONot Applicable ; ;occur during Framing Inspection. ; I 403:3.2.1';Air handler leakage designated ❑Complies [FI24]1 !by manufacturer at<=2%of ❑Does Not ;design airflow. ❑Not Observable ; ❑Not Applicable 403.1.1 !Programmable thermostats ❑Complies ; [F[9]2' !installed for control of primary ❑Does Not heating and cooling systems and initially set by manufacturer to ❑Not Observable !code specifications. ❑Not Applicable ; 403.1.2 .Heat pump thermostat installed ❑Complies [FI10]2 `on heat pumps. ❑Does Not I []Not Observable ; ❑Not Applicable 403.5.1 'Circulating service hot water ❑Complies [FI11]2. , !systems have automatic'or ❑Does Not ; accessible manual controls. ❑Not Observable 1 ! ❑Not Applicable ; 1.1 JHlgh Im act(Tier 1) 1 2 IMedium Impact(Tier 2) 1 3'. Low Impact(Tier 3) Project Title: Lockwood II Report date: 01/04/23 Data filename: Page 10 of12 1 � Section Plans Verified Field Verified # Final Inspection Provisions, Complies? Comments/Assumptions & Req.ID. . : Value Value 403.6.1 :All mechanical.ventilation system ❑Complies ; [F125]2. ;fans not part of tested and listed- []Does Not 1 HVAC equipment meet efficacy E and air flow limits per Table. .. ❑Not Observable ; I R403.6;1. ❑Not Applicable 403.2 ;Hot water boilers supplying heat ❑Complies ; [FI26]2 !through one-or two-pipe heating ❑Does Not `systems have outdoor setback control to lower boiler water ❑Not Observable (temperature based on outdoor ❑Not Applicable temperature. 403.5.1.1 '1 Heated water circulation systems ❑Complies ; [FI28]2 !have a circulation pump.The ODoes Not I l system return pipe is a dedicated ❑Not Observable return pipe or a cold water.supply ❑Not Applicable pipe. Gravity and thermos- pp . syphon circulation,systems are not present.Controls for !circulating hot water system pumps start the pump with signal for hot water demand within the I occupancy. Controls automatically turn off the pump when water is in circulation loop ; 1 is at set=point temperature and no demand for hot water exists: 403.5.1.2 •;Electric heat trace systems ❑Complies ; [FI29]2 :comply with IEEE 515.1 or UL ❑Does Not 515. Controls automatically adjust the energy input to the []Not Observable 1 heat tracing to maintain the ❑Not Applicable desired water temperature in the 1 piping. 1 403.5.2 ;Demand recirculation water' ❑Complies ; [F130]2 systems have controls that []Does Not I manage operation of the pump and limit-the temperature of the []Not Observable water entering the cold water ❑Not Applicable piping to <= 1049F. 403.5.4 ;Drain water heat recovery units ❑Complies ; [FI31]2 i tested in accordance with CSA ❑Does Not I B55.1. Potable water-side pressure loss of drain water heat ❑Not Observable, ; 1 recovery units < 3 psi-for ONot Applicable ;individual units connected to one i or two showers. Potable water- 'side pressure loss of drain water 1 heat recovery units < 2 psi for individual units connected to ; three or more showers. I .403.10.1 Readily accessible switch on. ❑Complies ; [FI12]3. heaters for swimming pools or ❑Does Not permanent in-ground spas. Switch operation does not ❑Not Observable ; change heater thermostat ❑Not Applicable setting. Heater.circuit breaker is installed independent of switch. ; Gas-fired heaters equipped with 1 ignition pilots that are not continuously burning pilots. ; 403.10.2. Timer switches or other ❑Complies [FI19]3 . automatic preset schedule ❑Does Not control method are installed on heaters and pumps serving pools. ❑Not,Observable and permanent ❑Not Applicable 1 High Impact(Tier 1) 1.2 1 Medium Impact(Tier 2) 1 3.1 Low Impact(Tier 3). Project Title: Lockwood II Report date: 01/04/23 Data filename: Page 11 of12 T Section. Plans Verified Field Verified # Final Inspection Provisions Complies? Comments/Assumptions & Re .ID Value.' Value. 46116.3 Outdoor heated pools and ❑Complies [FI20j3 . outdoor permanent.spas have a ❑Does Not vapor retardant cover. ❑Not Observable ❑Not Applicable 404.i 90%or more of,permanent ❑Complies [FI6] ;fixtures have high efficacy lamps. ❑Does Not I []Not Observable I []Not Applicable 464A.1 Fuel gas Lighting systems have ❑Complies [FI23',13 no continuous pilot light. ❑Does Not []Not Observable []Not Applicable 401.3 ;Compliance certificate posted. ❑Complies [F[7]2 IE]Does.Not []Not Observable ❑Not Applicable 3d3.3 Manufacturer manuals for. ❑Complies [Flllgj3, mechanical and water heating ❑Does Not systems have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: . .1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Lockwood II Report date: 01/04/23 Data filename: Page 12 of12 2018 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 27.20 Below-Grade Wall 25.94 Floor 24.61 Ceiling / Roof '50.57 Ductwork (unconditioned spaces): Glass & Door Rating U-Factor SHGC Window 0.28 0.32. Door 0.28 0.17 Skylight 0.55 0.46 CoolingHeating & Heating System: Cooling System. Water Heater: Name: Date: Comments 3 4 '-'-O--'-'-'OO -�---0 1IIII----_----A--3 20-1-,.---1�• -'_-wI1I1 . II1I1 O O! 7,n0rsv1JmB O„E8 k„ 7AM B6SM ----------, a R,'WC_ N mIl,uM FuCmMO6m �1 6R72! R..r_-_- -----------AM ND PE T �1r-0t7 as yr aa Bd. ---•--------------------'-'----- ----------------------------'- .-----'--------------------!------ -•-'- l I I I I SLAB ON GRADE I I I ;� I -----------------L------- ' Y----�� O'•'--I—'— y------------------------'t--------------------'—'—'I—'—'—'—'—'—'—'—•—.—..._.—' -. I._._. v .,YL9�k.. .•Cd i' ,'..Tt? i.. m-. I —'—'— _ I 104. 1 is DEC 2 2 2023 EGRESS I I I I 9 �/W�ELL WIN I �JDIN I ; I PTD.GWB WAL AND CEILING, ; .� •r Q`-p 1t'4u!"M .Yb PTD.WOOD dTRIM D-M-Lound: w I ( P I HED I ----- 1va0oe.avow te-0• A300 A.90D A300 I 'e" 3'-01 7 I P.C.3 FLOOR 1 zdmgw,3mtt.,m• CONS LT./ 1 A-300 N ARCH. GAMING I O PLAC ENTOF ; rncua P.a raoam•nuu CONTR JOINTS I 0 Nw P.O.Fa,debnwtl r ------L----------<------- -'----- ---------------- Iai.e.t�. -'------'I---------------------�-------- -'- -1' + -- -'-' -. .�•. .> v v ._.-. I.-. SNP I j a 11 1 I .P .'�• 5,7. I � I A�00 I t1 I I ME�HJs70R. .- I AJ00 Dam Tg I I 1 1 I OFW 1 _— s-ssmE � weBD.h,nm1R�aImtTAwaX-TXBw — --- - ------ ------- -- Y------------ POLISHED .___.______._ c -I .41t ) stNc sEA75 Q DwALLoccsETAT s � FOR SCREENPoaw BAN SLAB GRADE ------------- q 1 I . a_ ar+IIL.�Irr+l��.rr}+►.�.a�ra-s..wara��r i�v�•- � + I I I 1 31 ff1 I I I Up R+ N :O: kRMlorDwR6m 1bg oo� a DDORIDE7NL4: A-301 I I W I I I � I I -- I.•- I� j I I I I I !004 ! HANDRAIL PER ! N I I I I I b l I PTD.GWB WALL ANDCEILING, ! LLOBET NYS R31I,TVP. I ! m I PTD.WOOD BASEBTRIMA PER A-600 THROUGHOUT I I I I I I I SLAB ON GRADE I ! UNFlNI3HED ! I - ! �Go' +[d' o _; I I I I I I j POLISHED j r--------- � i I M c R T L 5 R . M z a I MECHANICAL I 1 I I I I P.G.SLAB FLOOR; I k 1 I t I I I I 1 1 I I CONSULTw/ i t c c ARCH.REGARDING I I I I I PLACEMENT OF I I !CONTROL JOINTS 1 6 o H O 0.T O N 5 LANE ) N I I L _� 1 I 4 ! o , j , I POST OFFICE BOX 1600 I _ I I I IW-v 'd 17�- 1P-,117 !617 � p-0,�. SOUTH OLD, NY I1971 I 6 3 1 - 1 7 7 - B 7 3 6 I I I t------------- ---i o I I I ; ! mk,rcnit,ct.com --, I L ----Y -•---'-IC-O 1N---------- '-' -'---10'a 17"-'-- -- -1'-0tf{r I--•------.- -- -----' '----'--- 1I 04• ,r-01n• iY ! � I ! p MmM.OArdtlbtlln IN ! , I I 5175RMN MWdW*NY1 1052 1 Pt� :(031}209� 10 Im m ! I 1 ! SfdGW®LEIIWDmG TMtlalEMn-a -----t-------------- ---- ! --- -------- - -- ---- -- --- ---I�lv! -, DVE ! I ! �ED PMra503W7�•1;. 1d1 • tirt'.le3:a7a.-::fit.sere dY ��IQ.#. :4.L•�w�— I I L --------------------------� ---------------v--- - i------ - ; ,-'-'-'-'----------'-'--'-i -._._.i._._ �y��,�� lC��y"A' OR ________________.-_ ___________ I! I I i r-z• I I 1v I �� (� I ------------------------ I 4 ; i �r a Lockwood '--._._._._._._._._.�._.�--._.-._._._._._._._._._- _— f —' —'— —------ —'— 4980 hA Cutchogue,/NY 11935 15-0,7 0a-r ! ! 0a 17 -------------------------- ------------------------- ED VIFDOORABOVE EO I •:�N� �A:- 024802 O asoo A�oo A�o1 O Basement Plan 1 Foundation Plan smle:lia•=r-o• a A-100 0 2022 MBM Km=rArchbct LOCKWOOD RESIDENCE 4980 Pequash Avenue Cutchogue, New York APPR VED AS NOTED DATE: 'P.# FEE: 3, >v NOTIFY BUILD'' .-PARTMENT AT 765-1802 6 ---,M FOR THE FCLLOWIN1(- 1, FOOU,NDAUR N REQUIRED EQUIRED marshal) poetzelF � POD PETE 2. P�.IJGH - FRa1,,,!.,q,_ & PLUMBING LANDSCAPE APCHITECTUPE PROPOSED 3. INSULATIC)N, ROPOSED30 SF OUTDOOR SHOWER 4 'CfNS.7'2,;�' TION MUST NORTH FORK X (BY ARCH) - M E7� - PROPOSED STEPPING PROPOSED R.R.TIE F CO PL � , C 0. 5175 Route 48 PROPOSED PROPOSED 43 SF STONE,TYP. RETAINING WALL ALL CONSTRUGT,i.Dt� SHALL MEET THE Mattituck,NY 11952 C RETAINING WALL, UNCOVERED POOL -PROPOSED RETAINING EXISTING PROPOSED EV REQUIREMENTS OF THE CODES OF NEW phone: (631) 209-2410 TYP, EQUIPMENT WALL+SLAB STEPS WALL CHARGING STATION YORK STATE. NOT RESPONSIBLE FOR N 570 42'00"E (BY ARCH) (23.9) F 175.00, DESIGN OR CONSTRUCTION ERRORS. fax: (631) 315-5000 y ------- 123.791 (23.05, (22.52) (21.79) (20_8�') email: mail@mplastudio.com X " X_X_x X x (25.05� TIN 29.22 CA BW23 0 BIN 22.0 20.15) ARCHITECT: POOL EQUIP + IBS25.75 -Xi INITH ALL CODES OF Meryl Kramer Architect >� (+BW TIN 24.5 S TS 27� TW 33.0 N[][][] ]2't ❑❑ ❑ []x 2-1 [BS 24.7 25.67 NEVV Yu�n TATE & TOWN CODES P.O. Box 1600 01-1 +111 IJ PROP. it - 260 Hortons Lane (I A 'GRAVEL AS RE01 ir<'H) AND CONDITIONS OF Southold, NY 11971 (281 FT1 AC AC AC AC GE AREA ^,MTffiM_BA - Office: (631) 477-8736 1"4+ 1 �2)) I _LIJ VJ"Ikl L BS] �S_ 11 R, 0 '3.5) 30.9 29.42 29.22 27.72 0 26.51,25.67 S77777T�`N�'�, ' "112 BOARD SURVEYOR: q 11 \ TIN L PROPOSED r" 1__: --- LU EES enne oyc u 0 +TW PROPOSED 0 31.12 29.22 WINDOWWELL GRAVELAREA 35.5'- $, USTE 'N.Y.S. Licensed Land Surveyor (BY ARCH.) N.Y.S.D E !P.O. Box 153 TIN PROP. PROPOSED R.R.TIE -------- Aquebogue, NY 11931 x�x_�X_-�xx_�'x t2� LLT� S1 VEL 2-5767 21-11 1) TIN 1�3 ON- x (25.37) RETAINING WALL'- PROPOSED 'Office: (631) 298-1588 35.010 ► +25.67 25.55 OIL+STONE + 7 PATIO DRIVEWAY 9 GRADEI PROPOSED PROP. PLANTING PROPOSED GARAGE ON- CIVIL ENGINEER: 27.45 SL Maresca &Associates COVERED PATIO__\ FIFE:26.00 GRADE OCCUPANCY OR 188 West Montauk Highway-Suite E4 79.92' (BY ARCH.) -1-3 MASONRY PROPOSED APRON AWFUL Hampton Bays, NY 11946 -9480 14'-0"X 36-0" TW E IS UNL Office: (631) 728 X SWIMMING POOL 75+ 1 27�5+1, 26.0 BIN CERTIFICATE 1 27.� TS ATHOUT COPING ELEV PROPOSED BS 25.55 26.00 31.29 ON-GRADE F1 I- I+A + 122.00 W PATIO (26.8) x I OF OCCUPANCY T PROPOSED PROPOSED r- PROPOSED COVERED RETAINING WALL, > LANDING+STEPS RETAINING WALL, . TYP. Z! (BY ARCH.) Z PLANTING BIN PROPOSED STEPPING + 28.62 TIN 29.80 BW STONE,TYP. W RETAIN STORM WATER RUNOFF + + 37 PURSUANT TO CHAPTER 236 (31.07) x TIN 31.12 > OF THE TOWN CODE, X SITE DATA: PROPOSED (2142) < TS BS RESIDENCE SCTM# 1000-110-3-26 +31.12 29.124 + 26.62 PROPOSED-. (BY ARCHITECT) Lot Area: 17,500 SF (or.4 acres) COVERED PATIO (BY ARCH.) FIFE:28.00 PLANTING PLUMBER CERTIFICATION + x (26.1) 22.%x TIN 35.00 TIN PROPOSED MASONRY BS x(21.33) 0 P ON LEAD CONTENT BEFORE �of 32.80 ON EDGE+SLAB STEPS 27.04 27.!+ ATE OF OCCUPANCY BIN +L28.62 j :D SOLDER USED IN WATER SUPPLY SYSTEM CANNOT NOTES: Q.13) x EXCEED 2110 OF 1'%LEAD. TW 31.12+ PROPOSED ON-GRADE TIN TS Rs- 26.00+ 1. Existing conditions based on survey MASONRY PAD W PROPOSED 27.5+ + 26.5 prepared by Kenneth M. Woychuk Land ON-GRADE PROPOSED PROPOSED STEP,TYP. PATIO TS 26.00 Surveying dated 1/19/2017 and revised PROPOSED SCREENED PORCH COVERED 9/10/2019. FIFE:27.6 PATIO 22 2. This drawing is for the purpose of P1 I I� 901�jr_ (31.83) x (BY ARCH.) 0" 1 LAWN DUEDDJU L 7 1 1 -------- '_ALl_PL_ 7E obtaining permits only. NOT FOR CONSTRUCTION. 2� PROPOSED STEPS TIN C) WAT E R BS 27.0 1 27.5+ WITH HANDRAIL', 26.00+ *I,1 NGZ 3. Unauthorized alteration of this plan is a C) I. violation of NYS Education Low. ri rl r 0 PLANTING 1B1cvvcr d, BIN 27.00 v ro,r +1 + 1+ 27 PLANTING Uj and duct, . TIN 31.12 (25.22) x I= testing required. REVISIONS T"3 0 0 Z ELECTRICAL P W Co INSPECTION REQUIRED DATE DESCRIPTION W SETBACK DIMENSIONS 09.06.22 ADD 00�O Qa DO NOT PROr r-77,) w! FROM PROPOSED RESIDENCE Bw TIN LL 26.00 4.26.00 0 TO PROPERTY LINE. BIN 23.00 W X X FIFOUm -x---x--x _x_ X-X--x Z;;2� _X TFZU^s FLACARO'NS n?- U!, X 0 %.; I jr-") S 570 42'00"W 175.00' W SEEN APPHOVE0 PROPOSED PROPOSED- PROPOSED MESH+ PROPOSEDJ WIRE MESH POOL RETAININr,WALL, WOOD POOL FENCE+ RETAINING WALL, FENCE TYP. GATES TYP. dt- -k PAP e- lifVfTf t4,'Ae*-V_ F s e a �j ref!44yz< AP ar/p V1 V't sm 0 rMf 03 7R- III " 0027Ao- j PU TITLE: All exterior ghting Installed,re iced or P is - ------- Must provide Manual repaired shall conform O tj to Chapte- .172 SITE D, J and S as per of the TOWT, Code C /V NYS Energy Code PLAN oss - LEGEND PROPERTY LINE EXISTING CONTOUR 0 5 10 PROPOSED CONTOUR X EXISTING ELEVATION +25A8 PROPOSED ELEVATION SCALE 1' 10 TW TOP OF WALL DRAWN BY: BW BOTTOM OF WALL C.EAST CHECKED BY: TS TOP OF STAIR S.PAETZEL L 1 BS BOTTOM OF STAIR , DATE:2022.07.14 REVISED:2022.09.06 SHEET OF ROOF a"Vent ThruRoof PROJECT INFORMATION Issue Date: Set: 7/14/22 Permit Set 2" SCTM# 1000-110-3-26 - I I' r I I -~ 11 1/2" 11 1/2" 12" 12" 111/2" 11 1/2" PROPERTY 4980 Pegtiash Avenue I LAV. LAV. I ADDRESS Cutchogue, NY 11935 w.c. w.C. I -- SHOWER SHOWER 2ND FLOOR ZONING R40 2" 3" 1 1/2" 4., BUILDING HEIGHT ALLOWABLE - 35' BATH 2 BATH 3 ACTUAL - 25' 2" __ ---- --____ 2" _ ENERGY CODE COMPLIES WITH 2O18 IECC 2" _ r 11 1/2" 12' 12" 4, 4„ i i2" 11 1/2" li 1/2' 2" I I I I I LAV. SINK LAV. LAV. I I LOT SIZE 17,500 sf F.A.I.- -----1 W W.C. CW W.C. SHOWER ED 1ST FLOORTT Tub BUILDABLE AREA 7,875 sf \��ER ARcy (L Ki�� LOT COVERAGE HOUSE Allowable Lot Coverage - 20% = 3,500 sf '� TRAP C.O.- 4 nt LAUNDRY/ POWDER KITCHEN _ BATH 1 Proposed Lot Coverage - 19.7% 3,456 sf a24802 CONNECT TO MUDROOM _ P g ( ) APPROVED -- _ House = 2,952 sf �OF NE`��O SANITARY 1 T �, SYSTEM 11 1/2" 11 1/2" 12" Pool = 504 sf LAV. I W.C. SHOWER SITE PLAN BASED ON SURVEY BY KENNETH M. WOYCHUK, PLLC. BASEMENT 2" 3" 1 1q. DECEMBER 20, 2021 EJECTOR Drawina Leaend: PIT CABANA Wall To Be Removed Existing Wall To Remain ^"7 New Wall 1 PLUMBING RISER DIAGRAM Existing P.C.Foundation Wall Scale: N.T.S. DRAWING LIST New P.C.Foundation Wall Sheet No. Sheet Title Date 1, X X X'y7,-'l Existing CMU Foundation Wall A-000 Cover Sheet 7/14/22 New CMU Foundation Wall L-1 Site Plan 7/14/22 ------- Lines Above A-003 Window& Door Schedule 7/14/22 ----------- Lines Below A-100 Basement Plan 7/14/22 _-__-_--_ Guidelines A-101 First Floor Plan 7/14/22 A-102 Second Floor Plan 7/14/22 Door Tag A-103 Roof Plan 7/14/22 Generated by RESCheel-Web Software A-200 Elevations 7/14/22 101 Window Tag LIGHT WOOD-FRAME WALL Compliance ��i�i A-201 Elevations 7/14/22 A-300 Building Sections 7/14/22 --► x_ SheetA-XXX Section X, A-301 BuildingSections 7/14/22 x PLYWOOD OPENINGS i S-100a Structural Details 7/14/22 PROTECTION;THICKNESS S-100b Structural Details 7/14/22 DEPENDS ON WINDOW S-100C Structural Details 7/14/22 -xX- Detail Tag OPENING WIDTH (1) Project Lockwood II S-100d Structural Details& Notes 7/14/22 S-101a Foundation Wall Energy Code: 2018 IECC ti Wll Sections 7/14/22 x Elevation Tag Location: Cutchogue, New York S-101b Structural Foundation Plan 7/14/22 NOTE: IN LIEU OF SCREWS, Construction Type: Single-family S-102 Structural 1st Floor Plan 7/14/22 x LUGS WITH NUTS AND WASHERS MAYBE USED Project Type: New Construction S-103 Structural 2nd Floor Roof Plan 7/14/22 x Axxx x Interior Elevation Tag Orientation: Bldg. faces 45 deg. from North Conditioned Floor Area: 3,278 ft2 x SEE ETAIL ► Glazing Area 22% A Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: GENERAL NOTES: FRAMING 4980 Pequash Ave. _ Cutchogue, NY 11935 � l- 3"No. 8 SCREWS 12"O.C. 1. ALL WORK MATERIAL,AND EQUIPMENT SHALL BE IN ACCORDANCE WITH THE NEW YORK STATE UNIFORM BUILDING CODE,AND THE NEW YORK STATE ENERGY CONSERVATION CODE,AND LOCAL AUTHORITIES. M E R Y L K R A M E R WASHER(TYP.) " "f* ! °. . a ......_...._ a r c h t t e t t ....._..._:.:,. ..�.= �_._w Y_. ..:__ ._3........,._....w... ..:..:.- _........ m._. ......._...._.. _._,.-.,..,.., ,.w. 2. ALL DIMENSIONS AND GRADE CONDITIONS TO BE VERIFIED BY Compliance: 19.1%Better Than Code Maximum UA: 676 Your UA: 547 Maximum SHGC: 0.40 Your SHGC: 0.25 CONTRACTOR(S)PRIOR TO START OF CONSTRUCTION AND ORDERING The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. OF MATERIALS. THIS FOUNDATION HAS BEEN DESIGNED FOR A SOIL 1/2"PLYWOOD It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. BEARING CAPACITY OF TWO(2)TSF AND GRADES LESS THAN 5%. 2 6 0 H O R T O N S LAN E GLASS Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade CONTRACTOR SHALL VERIFY THAT THESE CONDITIONS ARE MET. ALL assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. FILL BENEATH CONCRETE SLABS TO BE COMPACTED TO 95% POST OFFICE BOX 1 6 0 0 RELATIVE DENSITY. SOUTHOLD, NY I f 971 ; PLASTIC-COATED Envelope Assemblies-p 3. PROVIDE FLASHING AT ALL ROOF BREAKS,CHIMNEYS, 6 3 1 - 4 7 7 - 8 7 3 6 PERMANENT WOOD SCREW ANCHORS SKYLIGHTS, EXTERIOR DOORS, WINDOWS AND DECKS ETC. GLASS - .` m k a r c h i t e c t c o m 1/2"PLYWOOD t! ,� r - . ,.._.._ ___._.,_..._.,__.......v._...,.....-.._... a_...W._..._ :.._ __.,...,._.___.._.-,,.__..,...,. ...__ ._._...._...._.,-..._......_.:_i 4. DO NOT SCALE DRAWINGS. Ceiling at 2-Story Volume: Flat Ceiling or Scissor 5. DESIGN CONSULTANTS OR RECORD ARCHITECT-ENGINEER ARE NOT FRAMING 1,345 49.0 1.6 0.025 0.026 33 35 Truss RESPONSIBLE FOR THE INSPECTION,SUPERVISION, OR ADMINISTRATION Skylight at 2-Story Volume: Metal Frame 15 0.550 0.550 8 8 OF THIS CONSTRUCTION PROJECT. FEDERAL, STATE AND LOCAL ZONING SHGC: 0.40 AND BUILDING CODE COMPLIANCE SHALL BE THE RESPONSIBILITY OF Flat Ceiling at Entry& Kitchen: Flat Ceiling or Scissor 698 42.0 6.8 0.024 0.026 16 17 THE CONTRACTOR. ----WASHER(TYP.) Truss RD tr Skylight at Flat Ceiling: Metal Frame 27 0.550 0.550 15 15 6. THIS DRAWING IS AN INSTRUMENT PREPARED TO FACILITATE �� SHGC: 0.40 \-- JUL13"No.8 SCREWS 12"O.C. Cathedral Ceiling at Great Room: Cathedral Ceiling 514 49.0 1.6 0,021 0.026 11 13 CONSTRUCTION AND SHALL NOT BE CONSTRUED AS A CONTRACT d 7�� BETWEEN BUILDER OWNER. DETAIL A-TYPICAL ATTACHMENT North Wall: Wood Frame, 16"o.c. 700 19.0 8.2 0.039 0.060 23 35 BUILDIN'GDEPT. OF PLYWOOD OPENINGS Orientation: Front 7. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE 11NOFSOUTHOLD PROTECTION TO WOOD-FRAME North Window K(1):Wood Frame NEW YORK STATE ENERGY CONSERVATION CODE. BUILDING SHGC: 0.27 11 0,300 0.320 3 4 Orientation: Front ALTERNATE TO 120 MPH CERTIFIED North Window K(2): Wood Frame 8. CONTRACTOR SHALL OBTAIN ALL PERMITS WINDOW INSTALLATION: PLYWOOD PANEL SHGC: 0.27 11 0.300 0.320 3 4 WINDOW AND DOOR PROTECTION FOR Orientation: FrontNorth Window K(3): Wood Frame 9. DIMENSIONS, ELEVATIONS,MFk',BER SIZES,AND DETAILS OF EXISTING WOOD FRAMED BUILDINGS SHGC: 0.27 11 0.300 0.320 3 4 STRUCTURE SHOWN IN THE DRAWINGS ARE BASED ON LIMITED FIELD Orientation: Front MEASUREMENTS AND MAY NOT BE ACCURATE. THE CONTRACTOR SHALL Lock woodVERIFY ALL DIMENSIONS AND CONDITIONS OF THE EXISTING c V1/ CONSTRUCTION AT THE i0l�z SITE PRIOR TO FABRICATION OR CONSTRUCTION. ANY DEVIATIONS FOUND IN THE FIELD FROM WHAT IS Residence Project Title: Lockwood 11 Report date: 07/15/22 SHOWN ON THE DRAWINGS SHALL BE REPORTED IN WRITING TO THE Data filename: Pagel of 4 ARCHITECT AND ENGIN=E€I,PRIOR TO FABRICATION OR CONSTRUCTION. 10. THE STRUCTURAL r:'1'C:"'1--:NTS OF THE PROJECT HAVE BEEN DESIGNED FOR THE Sca :" IED VERTICAL AND LATERAL FORCES ACTING ON THE COMPLETED <' - NG. IT IS THE RESPONSIBILITY OF THE. CONTRACTOR TO DE,)i " ,ND PROVIDE ALL REQUIRED SHORING AND BRACING NEEDED DU ''ti:.= CONSTRUCTION TO MAINTAIN THE STABILITY AND SAFETY OF THE PAF i TALLY COMPLETED STRUCTURE AND FOR CONSTRUCTION LOADINGS THAT EXCEED THE SPECIFIED DESIGN LOADS. 11. DETAILS LABELED"TYPICAL"ON THE DRAWINGS SHALL APPLY TO ALL Cover Sheet SITUATIONS OCCURRING ON THE PROJECT THAT ARE THE SAME OR SIMILAR TO THOSE SPECIFICALLY DETAILED. THE APPLICABILITY OF THE TYPICAL DETAIL IS TO BE DETERMINED BY THE TITLE OF THE TYPICAL CLIMATIC AND GEOGRAPHIC DESIGN CRITERIAAS PER NYS RESIDENTIAL CODE R 301.2.1 DETAIL. SUCH TYPICAL DETAILS SHALL APPLY WHETHER OR NOT THEY ARE KEYED IN AT EACH LOCATION IN THE DRAWINGS. GROUND SNOW LOAD ULTIMATE SEISMIC DESIGN CATEGORY WEATHERING FROST LINE DEPTH TERMITE DECAY WINTER DESIGN TEMP. ICE SHIELD UNDERLAYMENT FLOOD HAZARDS 12. AT ALL TIMES THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR WIND SPEED(MPH) REQUIRED THE CONDITIONS OF THE JOBSITE INCLUDING SAFETY OF PERSONS AND PROPERTY. THE ARCHITECT'S OR ENGINEER'S PRESENCE OR REVIEW OF A ®®0 20 130 B SEVERE 36"(TOP) M to H S to M 11 YES 1984/1998 WORK DOES NOT INCLUDE THE ADEQUACY OF THE CONTRACTOR'S MEANS OR METHODS OF CONSTRUCTION. © 2020 Meryl Kramer Architect All Rights Reserved LOCKWOOD RESIDENCE 4980 Pequash Avenue Cutchogue, New York marshall paetzel LANDSCAPE ARCHITECTURE PROPOSED 30 SF OUTDOOR SHOWER NORTH FORK HAMPTONS X (BY ARCH) 5175 Route 48 PO Box 1397 PROPOSED STEPPING PROPOSED R.R.TIE PROPOSED PROPOSED 43 SF STONE,TYP. RETAINING WALL Mattituck,NY 11952 530 Montauk H RETAINING WALL, UNCOVERED POOL Hwy,#203 Amagansett,NY 11930 TYP. EQUIPMENT PROPOSED RETAINING EXISTING PROPOSED EV o (BY ARCH) WALL+SLAB STEPS WALL CHARGING STATION phone: (631) 209-2410 fax: (631)315-5000 N 57 42'00 E / (23.9) (23.79) (23.05) (22.52) (21.79) (20.86) 175.00' email: mail@mplastudio.com x-X-X- --6rx c-�--- x \ \ x � x(25.05)BS \ (20.15) 29.22' 75 4 \ BW 23.0+ BIN 22.0 ARCHITECT: \ POOL EQUIP \ gyy Meryl Kramer Architect TS2 .25+ n nnnn1 TW \ �! o O \ + (� L (2 .5) ��JL�L �� 24. ) � LBS24.IT 24.5 25.67 \\ P.O. Box 1600 \ - - -� PROP. 260 Hortons Lane he - ❑ ❑ ❑ (24. ` x GRAVEL Southold, NY 11971 I n�27.,2 �xi (28.7 1 [] ) GE + \ AREA ------ -------- , Office: (631) 477-8736 i i LBS] i TS+ 4 �1 --- ----- -+- 9 TW 7S ( 3.5) x \I TIN 32.80+ o \\ \ .9 29.42 2�.22 BS 26.5 25.6 ,�, \\ \\ ( ` SURVEYOR: o \ \ TIN 27.72 N N N \ \\ Kenneth Woychuk LS p0 TW+ PROPOSED PROPOSED ` \ N N.Y.S. Licensed Land Surveyor 31.12 \ \ C+ 29.22 � I WINDOW WELL �GRAVEL AREA \ \ \\ \ ` \\ , \ \ \ P.O. Box 153 (BY ARCH.) PROPOSED i \ PROP. PROPOSED R.a.TIE �'i A uebo ue, NY 11931 \\ TIN �i ON- I RETAINING WALL OIL+STONE / Office: 631 298-1588 DRIVEWAY,, ( ) \ GRADE I II x(25.37) \\ ► 25.67 25.55 PATIO I PROPOSED PROP. CIVIL ENGINEER: \ PROPOSED GARAGE ON- J SL Maresca &Associates Ix \ COVERED PATIO GRADE \ 188 West Montauk Highway-Suite E4 \ r \ PLANTING 27.45 FIFE:26.00 \ �� ,' (BY ARCH.) MASONRY \ Hampton Bays, NY 11946 \ w PROPOSED PROPOSED` (' APRON Office: (631) 728-9480 14'X 36'-0" \ / I 1 X ON-GRADE \ ` \ SWIMMING POOL \\ PATIO ' 27.5+ 27F5+ 27.3 TS 2'6.0 ny (23.75) x \ \ \ , I I +BS125.55 26.00 BIN W cPJ \ \ COPING ELEV \ \ � � � 22.00 \ 31.29 \ + PROPOSED T PROPOSED �, PROPOSED COVERED RETAINING WALL, LANDING Y ARCH.) i r - RETAINING WLP, TYP. _ ( ) u \ \ \ / BIN z PROPOSED STEPPING \ \\ L A N T i N G + 28.62 TVY 29.80 BIN L -J STONE,TYP. W \\ + + +26.37 \ (31.07) x i-TIN 31�12 `\ I `� 1 I x SITE DATA: \ \ M PROPOSED (2y.42) Q \ \\ +31'12 TS 7 BS N RESIDENCE I SCTM# 1000-110-3-26 \\ \ 1 29.12 + 26.62 PROPOSED \ \ \ \ \ \ (BY ARCHITECT) ; _ 1 � i � Lot Area: 17,500 SF (or.4 acres) \ ` COVERED PATIO (BY ARCH.) FIFE:28.00 __ PLANTING o �\ \ + + PROPOSED MASONRY BS x(26.1) (22.0)Ix x(21.33) V J p \ \ TIN 35.00 TIN co� \ 32.80 ON EDGE+SLAB STEPS 27.0 27.5+ I z x NOTES: \ \ \\ PROPOSED ON-GRADE l. Existing conditions based on curve - ---- TW 31.12+ -1 ____TS_ BS � MASONRY PAD I 26.00+ ` W g y x \ \ PROPOSED � 27:5+• + 26.5 \ I prepared by Kenneth M. Woychuk Land ON-GRADE PROPOSED Surveying I \ i \\ PATIO - PROPOSED PROPOSED'$TEP,TYP. TS 26,00 I dated 1/19 /2017 and revised \ N - SCREENED PORCH COVERED - - - BED; 9/10/2019. \ \ \ \ FIFE:27.5 ------ PATIODL �22I'.1 2. This drawing is for the purpose of \\ \31,83 x \ - (BYARCH.) 11 1 II J -_.J \ \ \ TT LAWN \ � �\ _ _ \ � obtaining permits only. NOT FOR J �I, ` CONSTRUCTION. BS 27.0 27.5+ \\ PROPOSED STEPS M/ \ 26.00+ 3. Unauthorized alteration of this plan is a WITH HANDRAILI o violation of NYS Education Law. PLANTING BW27.00 \ \ \ 9 \ --_TW 3T.12 + + 27 \\ (25.22) x PLANTING _I w REVISIONS \ \ J \ TW 30.0 z 00 � DATE DESCRIPTION w BW )TIN I !� I � n. 26.00 4 26.00 O + BIN 23.00 -�c�c�c�-x��c x-x-�-�x-mac--��x-x x=�x-x x_x_ �C_x �i�Ct--x x- •mac x >� _ I _ _ _ _ _� _ � I o S 570 42'00"W 175.(h0' w PROPOSED PROPOSED PROPOSED MESH+ PROPOSED WIRE MESH POOL RETAINING WALL, WOOD POOL FENCE+ RETAINING WALL, FENCE TYP. GATES TYP. ; I s e a 1 0 NOT FOR CONSTRUCTION TITLE: SITE PLAN LEGEND PROPERTY LINE (5) EXISTING CONTOUR 0 5 10 PROPOSED CONTOUR 1� x(75.0) EXISTING ELEVATION o +25.18 PROPOSED ELEVATION SCALE 1" = 10' 2 TW TOP OF WALL DRAWN BY: BW BOTTOM OF WALL C.EAST CHECKED BY: L 1 TS TOP OF STAIR S.PAETZEL BS BOTTOM OF STAIR DATE:2022.07.14 SHEET 1 OF 1 WINDOWTYPE) Issue Date: Set: 7/14/22 Permit Set ROUGH OPENING NO., QUANTITY MANUFACTURER TYPE GLASS FINISH RO Width RO Height EGRESS REMARKS A 8 LePage Casement Low E 272 Clad Ext. & Primed Int. 217" 510 1/2" Egress B 3 LePage Casement Low E 272 Clad Ext. & Primed Int. 11 9" 5'0 1/2" C 1 LePage / Custom Custom Low E 272 Clad Ext. & Primed Int. 1011" 6'4 3/4" Direct Mull: 4 units Fixed Over Custom Awning, See 7/A-400 D 2 LePage / Custom Custom Low E 272 Clad Ext. & Primed Int. 9'8 1/4" 5'0 1/2" Egress Direct Mull: Casement - Fixed E 2 LePage / Custom Custom Low E 272 Clad Ext. & Primed Int. 5'11 7/8" 1'8 1/2" Direct Mull: Awning F 1 LePage Awning Low E 272 Clad Ext. & Primed Int. 311" 118 1/2" G 4 LePage / Custom - Special Custom Low E 366 Clad Ext. & Primed Int. 91 9" 2'0 1/2" Motorized Operator: Awning H 2 LePage / Custom - Special Custom Low E 366 Clad Ext. & Primed Int. 1013" 2'0 1/2" Motorized Operator: Awning 1 1 LePage / Custom Custom Low E 366 Clad Ext. & Primed Int. 1011" 4'6 1/2" Egress Direct Mull: 4 units Casement, Retractable Screens J 1 LePage / Custom Custom Low E 272 Clad Ext. & Primed Int. 5'3 7/8" 416 1/2" Egress Direct Mull: Casement - Fixed S�EREOARo K 4 LePage Casement Low E 272 Clad Ext. & Primed Int. 217" 4'6 1/2" Egress �� '�`- Klgq� L 2 LePage Fixed Glass Low E 272 Clad Ext. & Primed Int. 27" 4'6 1/2" 1 Fixed WINDOW NOTES: LE -ALL FIXED UNITS TO BE SASH SET TYP.� UNLESS NOTED OTHERWISE WINDOW SCHEDU F ,�o , -- -- - QUOTE TO BE SUBMITTED TO ARCHITECT FOR REVIEW PRIOR TO PLACING ORDER OF tvEW - CONTRACTOR TO VERIFY R.O. ON WINDOW QUOTE PRIOR TO FRAMING - LOW-E 272 GLASS TYP., LOW-E 366 GLASS WHERE INDICATED - WINDOW HARDWARE: CONTEMPORARY - WHITE - EXTERIOR FINISH: CLAD, 523 SLATE CHARBON, UNLESS NOTED OTHERWISE - INTERIOR FINISH: PRIMED, COLOR TBD Drawina Legend: -ALUMINUM SCREENS W/ INVISIBLE MESH AT ALL OPERABLE WINDOWS, UNLESS NOTED OTHERWISE - _ _ _ _ ; Wall To Be Removed - REFER TO PROJECT NOTES FOR ADDITIONAL SPECIFICATIONS i Existing Wall To Remain New Wall Existing P.C.Foundation Wall E 1,Kff T I E R 10 R D 0`0'R SCHEOUN" ULE New P.C.Foundation Wall r Existing CMU Foundation Wall ROUGH OPENING „�, -,�,-., ,^�, ] New CMU Foundation Wall QUANTITY MANUFACTURER ANUFACTURER TYPE FINISH GLASS RO Width RO Height Thickness REMARKS -_____- Lines Above —— Lines Below —.—.—.--- Guidelines 1 1 LePage Swing Clad Ext., Primed Int. Low E 272, Clear 2'11 5/8" 6'11 1/8" 2 1/4" Smart Lock Double Bore '- 1 Select Swing Solid Panel, Primed Ext. & Int. N/A 3'3 5/8" 6'11 1/8" 2 1/4" Entry Door w/ Direct Mull Side Lite, Smart Lock (Double Bore) S Door Tag 2A 1 Select Swing Primed Ext. & Int. Low E, Clear 11'7 5/8" 6'11 1/8" 1 3/4" Side Lite Window Tag 3 1 Select Swing Solid Panel, Primed Ext. & Int. NIA I2'11 5/8" 6'11 1/8" 2 1/4" Smart Lock Double Bore 4 1 Select Swing Solid Panel AYC Clad Exterior N/A 2'11 5/8" 6'11 1/8" 2 1/4" Smart Lock Double Bore X Section X, 5 1 LePage Swing Clad Ext., Primed Int. Low E 272, Clear 2'11 5/8" 6'11 1/8" 1 3/8" Retractable Screen Aftermarket Sheet A-XXX 6 1 LePage Swing Clad Ext., Primed Int. Low E 366, Clear 2'11 5/8" 6'11 1/8" 1 3/8" Retractable Screen Aftermarket �`� Detail Tag It 1 LePage Sliding Clad Ext., Primed Int. Low E 366 Clear 9110 1/2" 6111 1/8" 1 3/4" Screen Doors at Slider Typ. X 13 1 LePage Sliding Clad Ext. Primed Int. Low E 366, Clear 9'10 1/2" 6'11 1/8" 1 3/4" Screen Doors at Slider T . X 9 1 LePage SwingClad Ext. Primed Int. Low E 272, Clear 3'3 5/8" 6'11 1/8" 1 3/4" Elevation Tag 10 1 LePage Swing Clad Ext., Primed Int. Low E 272, Clear 3'3 5/8" 6'11 1/8" 131411 X 11 1 LePage Sliding Clad Ext., Primed Int. Low E, Clear �6'1" 6'11 1/8" 1 3/4" Screen Doors at Slider, Typ. X AXXX x Interior Elevation Tag 12 1 General Doors or Eq. Pending Arch. Approval Overhead AYC Clad Exterior NIA 1121 1/2" 8" 1 3/8" Garage Door X EXTERIOR DOOR NOTES: EXTERIOR DOOR SCHEDULE - QUOTE TO BE SUBMITTED TO ARCHITECT FOR REVIEW PRIOR TO PLACING ORDER 2 --- - CONTRA'CTOR TO VERIFY R.O. ON DOOR QUOTE PRIOR TO FRAMING - LOW-E 22 GLASS TYP., LOW-E 366 GLASS WHERE INDICATED - SLIDING DOOR HARDWARE: PRESTIGE HANDLE - OIL RUBBED BRONZE - SWING DOOR HARDWARE: EMTEK HELIOS LEVER - OIL RUBBED BRONZE - W- - EXTERIOR FINISH: CLAD, 523 SLATE CHARBON, UNLESS NOTED OTHERWISE M E R Y L K R A rn E R a r c h i t e c t - INTERIOR FINISH: PRIMED, COLOR TBD - ENTRY DOOR HARDWARE: HELIOS HANDLE - OIL RUBBED BRONZE - SMART LOCK: LEVEL LOCK (MATTE BLACK) WHERE NOTED, REQUIRES DOUBLE BORE 2 6 0 HORTONS LANE -ALUMINUM SCREENS W/ INVISIBLE MESH AT ALL SLIDING DOORS, UNLESS NOTED OTHERWISE POST OFFICE BOX 1600 - REFER TO PROJECT NOTES FOR ADDITIONAL SPECIFICATIONS S O U T H O L D, NY 11 9 7 1 6 3 I - 4 7 7 - 8 7 3 6 m k a r e h i t e c t c o m lip'SITER10, Rm PE)Ow" Coj` vKmqk S C H E D U L E ROUGH OPENING UNIT SIZE NO. QUANTITY MANUFACTURER TYPE FINISH LOCKSET RO Width RO Height Width Height Thickness REMARKS 001 1 Trustile or E . Pending Architect Approval Swing Solid Panel, Primed Passage 3'1 1/2" 618" 3'0" 6'8" 1 3/4" 002 1 Trustile or E . Pending Architect Approval Swing Solid Panel Primed Privacy 27 1/2" 6-8" 216" 618" 1 3/4" 003 1 Trustile or E . Pending Architect Approval Pocket Solid Panel, Primed Pocket Passage 2'3 1/2" 618" 212" 618" 1 3/4" 004 1 Trustile or E . Pending Architect Approval Swing Solid Panel, Primed Passage 3'1 1/2" 6'8" 3'0" 6'8" 1 3/4" 005 1 Trustile or E . Pending Architect Approval Swing Solid Panel Primed Passage 3'1 1/2" 618" 310" 6'8" 1 3/4" 101 1 Trustile or E . Pending Architect Approval Pocket Solid Panel, Primed Pocket Privacy 27 1/2" 618" 216" 618" 1 3/4" 102 1 Trustile or E . Pending Architect Approval Pocket Solid Panel, Primed Pocket Passage 2'9 1/2" 618" 218" 6'8" 1 3/4" 103 1 Trustile or E . Pending Architect Approval Swing Solid Panel Primed Privacy 3'1 112" 6'8" 310" 6'8" 1 3/4" 104 1 Trustile or E . Pending Architect Approval Pocket Solid Panel, Primed Pocket Passage 27 1/2" 618" 2'6" 6'8" 1 3/4" 105 1 Trustile or E . Pending Architect Approval Swing Solid Panel, Primed Dummy w/ Ball Catch 2'3 1/2" 6-8" 27' 6'8" 1 3/4" Lockwood 106 1 Trustile or E . Pending Architect Approval Pocket Solid Panel Primed Pocket Privacy7 2 1/2.1 6.8.. 21611 6.8., 1 3/4.1 4980 Pequash Ave. 107 1 Trustile or E . Pending Architect Approval Swing Solid Panel, Primed Privacy 2'3 1/2" 618" 27" 618" 1 3/8" Cutchogue, NY 11935 109 1 Trustile or E . Pending Architect Approval Swing Solid Panel, Primed Privacy 21911211 6'8" 2'8" 618" 1 3/4" 201 1 Trustile or E . PendingArchitect Approval SwingSolid Panel Primed Privacy219 112" 6'8" 218" 618" 1 3/4" 202 1 Trustile or E . Pending Architect Approval Swing Solid Panel, Primed Privac 2'5 1/2" 6'8" 214" 6'8" 1 3/4" 203 1 Trustile or E . Pending Architect Approval Swing Solid Panel Primed Passage 2'5 1/2" 6'8" 214" 6'8" 1 3/4" 204 1 Trustile or E . Pending Architect Approval Pocket Glass Panel Clear Pocket Privacy I2'9 1/2" 6'8" 218" 618" 1 3/4" 205 1 1 lTrustile or E . Pending Architect Approval Swing Solid Panel, Primed Privac 2'9 1/2" 618" 2'8" 618" 1 3/4" Window & Door [__�2�66 1 ITrustile or E . Pending Architect Approval Swing Solid Panel Primed Privac 2'5 1/2" 6-8" 2'4" 618" 1 3/4" Schedule INTERIOR DOOR NOTES: - QUOTE TO BE SUBMITTED TO ARCHITECT FOR REVIEW PRIOR TO PLACING ORDER - HARDWARE (EMTEK HELIOS, OIL RUBBED BRONZE) SEE SCHDULE FOR LOCKSET TYPE 1 . SWING DOORS: EMTEK HELIOS LEVER W/ MODERN RECTANGULAR ESCUTCHEON, OIL RUBBED BRONZE, OIL RUBBED BRONZE HINGES, TYP. A-003 3 _INTERIOR_DOOR SCHEDULE 2. POCKET DOORS: TBD, OIL RUBBED BRONZE 3. DOOR STOPS AT SWING DOORS (NOT FOR CLOSET DOORS): TBD, FINISH TBD - SADDLES: TBD, TYP. - REFER TO PROJECT NOTES FOR ADDITIONAL SPECIFICATIONS © 2020 Meryl Kramer Architect All Rights Reserved Issue Date: Set: ! I i 7/14/22 Permit Set Ir=-------I — ! I c Ir------------ -------- --- ---- I I I i I I 1 ! 18'-5 1/2" I I 3'-6 1/2" 4'-0" 1- I I I I I I I ! ! I ! I I ! SLAB ON GRADE I8'` --- -----------------L------ - -- - I i _ ! I I I 15'-7" I EGRESS 9j, 024807 WINDOW WELL �O_ OF NS'N I i C N `O ! I I I PLAY ROOM I "' I -1 Drawina Legend: - - --------------- --- - 5z'8" I I I I POLISHED CONCRETE ! --I- -1----- SLAB FLOOR I - _ _ _ _ _ _ Wall To Be Removed 16'-0" 21'-7 1/2" 11'-6" -_I 3'6 1/2" _ 1 Existing Wall To Remain New Wall Existing P.C.Foundation Wall New P.C.Foundation Wall i 1 L————— - , Existing CMU Foundation Wall F'77 "y 7 17 7 New CMU Foundation Wall - - - - �[>Y I ------- Lines Above ----- -, ---------- - -- - - - - - - - I- - - -- - - - - - - --- - I i -- -- - - ——————— 4'_4" T-9 1 i C --� Lines V. 1 I — - } — — — — — ----------- OWE f I —--•—•— - Guidelines NI -- - ----------------� I -- - - 1 I I I I I I I I I MECH./STOR. TILE ` r! I I FLOOR - I 101 Door Tag 001 � I - 101 Window Tag "1 I I O I � 1 11/2 I r C II II II II II C r 1Il j •- CABANA L---- ------------- ---------------- 1 1 ,1 I-------------------f i W.C. - —� SectioBASEMENT 002 POPC 003 Sheet A XXX SLAB FL. VEST. I ®® I I I I J i I I I I r---- ----------- -I-------------------I- a -_- - LWALL I /' — n I I I WALLOFFSETAT i M SLAB ON GRADE i o rr 4'-2"C OpP-6'2" XX Detail Tag I I I I Ir �----- -----------------------------� r. 2 ALcov� 4 SCREEN PORCH i n - ---- - - w/SHELVES L ( I - _ Elevation Ta g I -t---11L, ! I XBASEMENT A D AI P R ----- Jx '� I ,� IN '14 HALL t�Y R311 TY . I `4 �- ! L V r 1 1 I I co x Axxx x Interior Elevation Tag t I I I i POLIS EDUP I M x I I jk" SL�BFLOOR I N CONC ETEN f HANDRAIL PER005 M NYS R311,TYR- - -_ I - -- SLAB ON GRADE_ -- - - _ T - - I- I 1 I I - !-- - -- - - - - - - - - - -1 UNFINISHED UNFINISHED �� BASEMENENT/- - - - - -- - -- ----- - - ---! BASEMENENT - �" I I I I �' I I r-------- - - I I I I I — 7------------ I M E R Y L K R A M E R MECHANICAL I -- I I I ! ! I I a r c h i t e c t I --- I I I I I I g., I t✓��^ ``' i i I 2 6 0 H O R T O N 5 L A N E I I I I I I g I L-L—n I � ! I I 1 POST OFFICE BOX 1600 I I I 10'0" I'-6 1/2', 10'-11 1/2" 20'6" 4-4 1/2' I I I S O U T H O L D, N Y 1 1 9 7 1 I I CL CL C i 6 3 1 - 4 7 7 - 8 7 3 6 I I L------------- ----} L. k n - - COL. COL. CO-- - - --"— - - - -- COL. m arc itect com L -------------- ----1- 10'-51/4" 1V-01/2" 10'-31/2" 4-61/4" -1-3'-4" 11'-6 1/2" - ---- I -- -- - I I I I I - - I SLAB ON GRADE 1 1 ! N I I I r I I I N iv I I I ON I I N I I I N 1 a RAGE4 O ! � BO I I I I I IQ I I I ! IL---------------------�---- I- I � r v j, I - - --------- --- - ---- ----.__.— I ----(C� � - ---- -�---- +- ---I ------------------- ,---- ----- -----' -- i- -- ------------------ _ ----------- = N 1 10 1-2' ! ! 11 L _ I 10 I ! ! tiNJ Lockwood — — — — 4980 Pe quash Ave. STONE APRON ABOVE ! Cutchogue, NY 11935 -- ------------- VIF DOOR I2'-4" --- 2'-10"-- v � - 33'-7" I �-- ---3'-6 1/2" 2'-10" -- 70'-8' I Basement Plan 0 Foundation Plan Scale: 1/4" = 1'-0" A- 1 00 © 2020 Meryl Kramer Architect All Rights Reserved CJ 0 0 �_J A-200 � 0 2 Ul � Issue Date: Set: 11'-6 1/2" 11'-3 1/4" 11'-3 1/4" 10'-7" 4'-0" A-301 7/14/22 Permit Set 1 T-6 1/2" 4'-0" 4'-0" - - -- - - - -- --- -- - - -- - -- - - :- -- ------------- -- --- - - -- - -- ----- - -- - -- - -- - ------_--- -------.-------_ - - _\_ CL DOWNSPOUT_ - - -- COVEREDS ON FIN COLUMN -- PORCH STONE FLOOR o EQ PITCH TO DRAIN - EQ N _ ---- �E R RED q cy c L Kr�� c' .-1 -- C.L.DOWNSPOUT1� ��ON FIN.COLUMN f� i C.L. OF NE14 4'0" N -- WINDOW, �AT 1 ST& 2ND FLR.I. BEDROOM , M WOOD FLOOR i 17i-1" Drawina Legend: 3 1 2 3'-1 1/2" 2 Wall To Be Removed A-300 A-300 A-300 CASED;OPNG. A-300 Existing Wall To Remain New Wall �z --I 'i---t-- I I o o CENTER I I r-"'--"-1 Existing P.C.Foundation Wall U)� HALL I 1 M --- O r 105 { `/�JC 107 New P.C.Foundation Wall -------oT -- , ---- --- I I 6'-41/2" _ ,1 �Q EQ V _ 2-2 3 O Existing CMU Foundation Wall 4'-0" I 1/2"--_--- 12'-0 O z 21-7 � �! — ---- J -------------- — ..__ - ------ - —- -- New CMU Foundation Wall III --- �' ------- Lines Above IIIII -- --=— _=_ — ------=-- - � — -- - -- — -- — — — -- - _ - -- ----------- Lines Below DOWNSPOUT- a- -- - - - - -- -' --r --- { -- , ON FIN.COLUMN- C.L. 0 4 I ° BATH 1 /4" ---•----- Guidelines II II I A-300 --- - C.L ft ICE FLOOR - C.L. A-300 II COV. P RCH E IND(�W -+----i --;I' E WINDOW a p & HALL & BATH Door Tag o STONE - TUB 8 - II FLOOR 104 DRESSING 1 -- - �i - - �01 Window Tag II' I 3'8" 7'-0" 9'-6" 2 f� -_ - -_ _ - -- - - - - - -- - - - - - - I UP - � I A-201 �/ - -- - - - = -- - - - ---- - -- - - - - - -- --- - --- _ _ - - - - -- - - --' - - - - -- -- - - - ® - Section X, Sheet A-XXX - ! COVERED PORCH-- 6 - III COVERED PORCH �- - CH � BENCH � � �' II �li STONE FLOOR PITCH TO STONE FLOOR - ---- N ! C.L. r—� DRAIN q --- - - -SHOWER_ - WINDOW X I Detail Tag CENTER & SHWR. II M DOOR i j -- - -� - -- J - —N 7 `t DINING o ih - --� - - --- - - - , -- - -- - - - -- --- �- - 1T :___ ' x Elevation Tag __ __ _ WALL _ 103 - - li --- - 1-11 --------------- ---------------- N ---- O MAN-- --- --------------------- ----------- - ------- -- -- ALIGN! `�. Al ' -_- - - •� - �- -- -1- - - �DF P R DOOR#1 x l i 5 1/2" 1/2" t 5 l d' z a NYSE R11 T 'P. SEE x Axxx x Interior Elevation Tag 1 I O9 33'-7" I �, o UP —' ! { 1 BASEMENT O ' SCREEN -ORC -- - - "' ° STAIR HALL I'' PLAN - ri x STONE FLOOR , , � T i' A-301 WOOD FLOOR 1 N o - - - - I I _ o0 PITCH TO DRAIN � i 3 1/2" I KITCHEN 109 51/2" 5 1/2� STONE HEARTH WOOD FLOOR II�- PER NYS R1004 \ I I I. I , -- - --\` - ---ED -i o t - -- --- - -- - - -- - ---- -- ---- - ----- - --- --- --- - -- - - - - -- -- --- - - - - - -C OKTOF - - - -- - - - - - - -. UL LISTED VENTED 5'-1" 511/ " -11'-6 1/2"- I M E R Y L K R A M E R - GAS FIREPLACE �' - --- ---- a r c h i t e c t GAS 'I Fp PER NYS R1004 ' ----- I I I III GREAT ROOM, t I II WOOD FLOOR ; J� 2 6 0 HORTONS LANE ulr :.,.. I .der 7., j POST OFFICE BOX 1600 ' SOUTHOLD, NY 1 1 971 �' 10 -6'\6 3/4" 3'-7 1/2" i { 10'-7" ' 3'-3" 3'-2" 6'-0" 1'-3" I I o 6 3 1 - 4 7 7 - 8 7 3 6 CASED QPNG. - II I ,------ -------------- -------- I -------------.------ -- ---------------------------- ----- CASED QPNG. -------- ------ I M `�\-a--�- I m k a r c h i t e c t c o m 41 ---- REF.-- - -- - -11 � c_o BUILT-IN r BAR ; - '-.-�- � �� OVENS {-- - _ PANTRY -i -_ II 10'-7" a , s's° - - 1 OV. PORC GARAGE N - C.L. - POWDER HALL - AR O 5 1/2' C L. � I I O O 1 - ! - I--- '� SLAB ON I o wooD FLooR _ DbOR STONE _ C.L.-- _ W T o o G.L. ITS = z DooRs MUD/ LAUNDRY 3 FLOOR GRADE V1/INDOW 2A �fl I - ,, { S ' o AUNDRY _o z - T 1 T N b� COVERED EQUAL EQUAL tL cn- C.L.DOOR --_ —T -- ---- A S & a &WINDOW -TILE OR' xs r_ _ +27.32 I 2 D FLR. II ENTRY - - +2 +26.66 i 101 ---- ---- -- g.0 II P RCH 2 `� 11 TONE-FLOD WOOD FLOOR - .. POWDERi,_ .L.WC-T WOOD LOG Rl� W D - ---- - UP III � ENTRY HALLcoITM11 wALL I CLOSET +26.0 4 +26.0 `" > I I C.L.DOWNSPOUT ARCH.DWG .-._�....��._-�.____.__ _ _ EF LANDSCAP I ON FIN.COLUMN -- -_----- -_--- ---------- - -� �, u ARCH.DW S. - - - - - - - - - -I- - - - - - - - - - - - - - - - - - 11'-01/2" 11'-01/2" - C.L.WINDOW C.L.WINDOW C.L.WINDOW O i N - _- J �, iI --- Lockwood z �� — I- - - - - - - - - -- - --- - - - - - - - - - - - - - - - '-- - - - - - - -- - - - - -- - - - - - - - -- - - - - oa- - - - ---- --'- 0 !- -- 4980 Pequash Ave. (1�2 I I UP 't' Cutchogue, NY 11935 (j EQUAL STONE EQUAL APRON 3'-6 1/2" 18 ' 3 1 1 2 First Floor Plan A-300 A-300 A-200 A-301 3 - First Floor Plan A- 1 01 Scale: 1/4" = 1'-0" © 2020 Meryl Kramer Architect All Rights Reserved C C Issue Date: Set: 0 v O C 0 C-C CC O O 34'-1 1 ! ! 18',0" 7/14/22 Permit Set - 7 - 11'-61l2" - --- 11'31/4" 11'-31/4" ✓ 10'-71/2" - - ---------- - --- ------- - i y �- 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 I I 0 I I I j -- — - ,v:1RED qR n,t - A I 1 Nl 1 1 � N OF NEW O BEDROOM WOOD,FLOOR OA 1 I i t ' I Drawing Legend: ' I — 1 -- -- -- - - - - - - - i Wall To Be Removed f - —j Existing Wall To Remain O A 206 ---- -- 1-TTILE FLOO - New Wall O N { Existing P.C.Foundation Wall -ED 77New P.C.Foundation Wall ! Existing CMU Foundation Wall O 7 x K New CMU Foundation Wall 205 . .. -._ ' I'O ' ——————— Lines Above — i. -- - - - ----------- Lines Below —--•—---- Guidelines i j 101 Door Tag OFFICE _ j ( WOOD FLOOR N - 101 Window Tag 204 11 - - O 3'-8" 12'-11 1/2" Section X - --- -- - I I- - ---- ------ - — -- ----�- SheetA-Xxx f ; I — ------- — C' DECK ¢ I -------- - 0-0 Detail Tag H G G I Elevation g a 4-0 x i HANDRAIL PER + x Axxx x interior Elevation Tag f NYS R311, TYP. I x STAIR HALL S YdGHi -- - 6 O WOOD FLOORCOWD ABOVE O OPEN TO BELOW i OPEN TO BELOW DN „ _ - 1 ' _I_----------- ------ 201 q __ ___ SKYLIGHT ! � .i ------------ - ;1----------------- - -- --- - ---- ON ROOF .., BELOW M E R Y L K R A M E R _ ! ;,� ❑' j a r c h i t e c t HOOD ! EXHAUST 1 1O I -� 2 6 0 H ORTONS LANE j 202X i "TILE —' 0 - ! POST OFFICE BOX 1600 38 -- -- -- -- - -12, 111/2" SOUTHOLD, NY 1 197 1 i ! A I 20 B o 6 3 1 - 4 7 7 - 8 7 3 6 DRESSING 2 O j WOOD FLOOR N M mkarchitect . com _ 1 _ # FLAT 1ST FLOOR I L, ROOF BELOW j I I I I ! I � I 1 � t I I I 1 o I a I 1 1 i 1 1 - ------ BEDROOM 2 WOOD FLOOR 34'-1" Lockwood -=- -- 4980 Pequash Ave. ---- — ----------- ------------------------- --- --- i , °� I I Cutchogue, NY 11935 Second Floor Plan 2 Second Floor Plan Scale: 1/4" = 1'-0" . � A- 1 0 2 © 2020 Meryl Kramer Architect All Rights Reserved 0 0 O rJ 2 0 �� Issue Date: Set. ! ! � 34'-1" A-301 7/14/22 Permit Set ------ ---------- --- —-- 0' ----- ------- -------- - / --- ------- ------ 11'-ti 1/2" -- 11'-3 1/4" 11'-3 1/4" 10'-7 1/2" I j ! ! DOWNSPOUT j I I j -TO DRYWELL FLAT EPDM ROOF I I I I ! I j -- ---- ----- —---------- `' DOWNSPOUT -- -- --- - --------- ! ��\��t KRq�F�i��C1 TO DRYWELL----, --- ---- - ------------ - -- - ------ --- - .. j _-- ------- ---- ---- -- (P DOWNSPOUT; ! 0218 CENTER ON OF t4 WINDOW - - ----- - - --- —- ---- - ----- I I CORNER POST Drawina Legend: ! 3 Wall To Be Removed I � ! 2 Existing Wall To Remain� A-300 � j A-300 j A-300 I A-300 New Wall ----------------- -- - - --- - -------------- ------ -------- DOWNSPOUT Existing P.C.Foundation Wall ------- - - - ---- — --------- -! ------ TO DRYWELL New P.C.Foundation Wall 71 Existing CMU Foundation Wall ! - DOWNSPOUT DOWNSPOUT .-- ,,; , 7New CMU Foundation Wall TO DRYWELL- TO DRYWELL ! ! I ------ ----- - -------- � - --- ---- - -- -- ------------- -- � i ! --- ---- ---- - �-------------------- - - ----- I� ------- Lines Above �- -- --- - - - ---- - --- ------- ----------- Lines Below 44 A-300 - NEW STANDING 4 -------._ Guidelines - ---- -- -- A- I SEAM 300 METAL ROOF - ---------------- 101 Door Tag !FLAT EPDM ROOF DOWNSPOUT I PITCH TO ! TO DRYWELL � � I !WOOD DRAIN 101 Window Tag ! IDECK i -- -- ----- --- - - - -- ------------- -- -- ---- ----- ---- --- -- B E LO - ----_- __ ----- - __----_-- ------_- ---- = _ .- ------=-===- =- -- - --------�--SLOPE--- ---- - --- - --�LOI�E - ---- x_ Section X, - - ---- --------- ------ Sheet A-XXX DOWNSPOUT ONTO FLAT ROOF Detail Tag _ � I DOWNSPOUT � - -------- ----- -- -- - - ---------- -- ---- -- ----------- III x Elevation Tag ONTO FLAT ROOF � I ------------------ I-- ------------------ -- -- ----- ------ - --� ---- 4'-0" x I i I - --------} x Axxx x Interior Elevation Tag LO --- -- -- ------ ---- ---- I a ---- -- - -- - - - -� -- _-_-- SKY- ---- - x STUCCO O j CHIMNEY LIGHT I I � I I -------------- ---------- --- ---- - -- ---- ----- DOWNSPOUT -- -- - -- - -- - TO DRYWELL NEW STANDING — 1 - - 301 c SEAM HOOD - --- --- ----------------- A-301 o I METAL ROOF I III I 0o i- I I I I _+_ S XH�AU I KYL I G H T —_— I -- ------ - ---- ---- - - -...-- ---- ------------- -------- I M E R Y L K R A M E R -. ---------- --------- a r c h i t o c t i 1 2 6 0 H O R T O N S L A N E I i ' I I I - -- --- -- --- -- --- -- -- - - - POST OFFICE BOX 1600 I SOUTHOLD, NY 1 1 971 6 3 1 - 4 7 7 - 8 7 3 6 1 m k a r c h 1 t e c t c o m I i FLAT EPDM ROOF I II I I II I i ___ _ PITCH TO - - DRAIN DOWNSPOUT FLAT EPDM ROOF DOWNSPOUT --------- ---- --- _ --- ---- ---- ----------- -- -- -- - ONTO FLAT ROOF ONTO FLAT ROOF ------------- ----------------- PITCH TO --- --- -- -- ------ --- -- DRAIN I DOWNSPOUT -- ----- - - -- ------ - - - ------ ----- --- - ----- - I ONTO FLAT ROOF ------------------- ----- - - - -------------- -- DOWNSPOUT 34'-1' I TO DRYWELL -- — - — — - -- - / DOWNSPOUT- -- -- - -- --- .. .. -- -- ---- ----- -DOWNSPOUT TO DRYWELL j TO DRYWELL Lockwood ! I I I I - -'`- - - 4980 Pequash Ave. I -- --------I I Cutchogue, NY 11935 A-300 A-300 A-301 Roof Plan 2 Roof Plan Scale: 114" = V-0" A- 1 03 © 2020 Meryl Kramer Architect All Rights Reserved Issue Date: Set: 7/14/22 Permit Set - - - - - - _ _ - - _ - - - T.O. Ridge 2nd Floor Gable 23'-5 1/2" STUCCO CHIMNEY STANDING SEAM METAL ROOFING l i 1.11I Tl TYPICALAT GABLE VOLUMES 1_r .rl ` T_II f1 C i1 I a 1 ii III METAL GUTTERS & DOWN SPOUTS 0 4: l' LI[l irl(l„111, l.rl I. 11 111 T 1 r I TO MATCH METAL ROOFING, TYR AT ALASKAN YELLOW CEDAR 1x6 TRIM, TYP. [ Ti [11 1 T GABLE VOLUMES PROVIDE MOCKUP TO CONFIRM DETAIL IN FIELD w/ARCH. J1 r- 1 _ I I_ I I �1i TII 11 [,I .,I! iJ M I i iL_ t l _ T.O. 2nd Floor Plate - -.-.-.-.-.-. -. _.-.-.- .-._..-.-.-.......-------.-.-.- _.-.-.-.-.-.- --.-.-.-.-.-.- -.-._.-.-.-..-.-.- (t•I� ti_�I 1 f'�T T[J 11 Ti II, tT 1�' _ _.-.� .-.-.-. _.—......- - — — -- ---- —.—_.—.—.—.— —.—.— fL —.—.— — —.. - - - - I' _1L fl'_ l -I iI _,f_f f _LJ 1 Li lI 1,_ 1 18-2 7/8 J 1. h1 . . II r i1 i _I _i_ _!,Ii_ L I_ �_,'!�_,.,,1 ! METAL CLAD WINDOWS, TYP. i, _la.) !1 _ .Ilt_.LI;; I,IIr .a LJ ALASKAN YELLOW CEDAR WRAPPED _i i 1 i_ is j; T.O. Ridge Great Room Gable RED CORNER POST I . :.; ,T :i�_. 1 r _..,-_ f 18 HIGH TEMP. GLASS N ARC J 1i',_,1 RAILING AT ROOF DECK 1T-9 1/2" �� ¢�(L K�� ALASKAN YELLOW CEDAR SHINGLE O �[ Ili W ' ; , I SIDING, TYPICALAT GABLE VOLUMES �1_� _ 'icy;; f SCUPPER, DETAIL T.B.D. ,� �+ 4--�-`�`—ti j�--`I�- --! �7 -r -'�` �i'- - 'r - - -i' � :r 1 A�1 .. - - `r --�-- ..- ,1 t _ �'_ L1: : r ALASKAN YELLOW CEDAR SHINGLE [f [ 1 i��i II r l I- )� N f 11_ ,�, ,.._ .;.�_ � ! : � ,; l_ � . _ � ' ' I �, rT_ ALASKAN YELLOW CEDAR � � _[ �. `[ 1 SIDING, TYPICALAT GABLE VOLUMES l,l 1 = ` `;;L- L_-, L _ �- i�_, � I J : „[�.' , � I � !! 11 ! i�� I�1��IIL'� TJ � 1 ., : i',1 ,.� T�L I I VERTICALT&G SIDING >` ?4802 4 / \ H / \ / \ G / \ [; / \ G / \ J! 11 T.O. 2nd Floor Sub Floor F� �(O AILASKANYELLOW CEDAR FASCIA BOARDS AT �1 _ - - - - - - - - - - - - - - - - - - F vJ -- - - ---- - NE — — - — — — — — _— — — -.—.—.—.— —.—.�.— —.—.—.—.—.— FLAT ROOF,TYP. - -- - L iT j 4 - 4irl t - �� —. r — - JA — — — —— — �i -- -- - 1 .� I`I�f ��I l�i,L f �� _�-, T `[ >r ( T.O 1st Floor Plate 2 storyvol.) �- T_� l� L ' ;1 '!1 !�1 ( 9 1/8„_ - -1METAL SCUPPER& DOWN SPOUTS . i TO MATCH METAL ROOFING, TYP.AT FLAT ROOF; !L.r.i .._ L . 1 _ I _1 I _ 1 LII l.,l_'Ci,tLr' r._�,I ._ , . ( ( ? I ,( � [1 f L,i,L I.._ Li O. 1st Floor Plate 1 story vol. Drawing Legend: PROVIDE MOCKUP TO CONFIRM SCUPPER T �I r;, ;' Y ( ry ) r a a �I �fiT l 1, J ,-'l. L .__l1 �JI_ �_� — 1 1 ii DETAIL IN FIELD w/ARCH. 1_I.TI.1.�1 " _ 8 11/8 - - - - - - - Wall O O O i i i I1 I I I I i I � - - —, - - _ a o Be Removed JT _ , j COVERED SCREEN C Vill : ( I i '' ;, [ Existing Wall To Remain ALASKAN YELLOW CEDAR WRAPPED COLUMNS TYP. PORCH RCH BEYO PORCH '�:; i Ini_tl l i r., New Wall -TI1- II Existing P.C.Foundation Wall LASKA ELLO�W CEDAR New P.C.Foundation Wall J L I CLAd GARAGE DOOR T.O. 1 st Floor Sub Floor Existing CMU Foundation Wall - - - -- - - -- -- - - — - - - - - - - - - - - -- - - - - - - - -- - � - ItC I -.-._ - - - - - - - - - - - - - -. n I New CMU Foundation Wall _I!� 4 TJ _L ——————— Lines Above ___________ Lines Below ALASKAN YELLOW CEDAR T.O. Porch Slab Guidelines 2-1/4" x 5/4"WINDOW CASING, TYP. -7 3/4" 101 Door Tag 101 Window Tag STONE STEPS AT ENTRY PORCH STUCCO FINISH AT FOUNDATION STONE STEPS AT MUD ENTRY WALL ABOVE GRADE, TYP. � Section X, ALASKAN YELLOW CEDAR VERTICAL T&G SIDING Sheet A-XXX TYPICALAT ONE-STORY FLAT ROOF AREAS x 7\ Ill Detail Tag Elevation Tag x 1 BuildingElevation - North x Axxx x Interior Elevation Tag Scale: 1/4" = 1'-0" x JAI T.O. Ridge 2nd Floor Gable STANDINGSEAM METAL ROOFING -.-...- -.- -.- -- - -- - - ---- - - - - -.-._.-.... ............- - - - - - -- - - --- - - -- - - - --.-.- -- --- - - --- ---- - - - ...... .-.-.-.-.-.-.-.-.-.-.-.- -.-.-- ------.-.- - - - - - - - TYPICALAT GABLE VOLUMES 23'-5 1/2" [I' STANDING SEAM METAL ROOFING STUCCO CHIMNEY 1 , TYPICALAT GABLE VOLUMES M E R Y L K R A M E R i T i _: �1yf I,1 1 _ l _ a r c h i t e c t METAL GUTTERS & DOWN SPOUTSf I 1. 7 -; i__ ,i ), I_"I i I_. ALASKAN YELLOW CEDAR 1x6 TRIM TYP. TO MATCH METAL ROOFING TYP.AT GABLE VOLUMES T r;- t T�! ----— �`' � ALASKAN MOCKUP TO CONFIRM DETAIL IN FIELD w/ARCH. 1, .,1.1,E -,L_ - - -- - ------ - - ---- -- - - -- - --- --- -- T.O. 2nd Floor Plate f� � f t� I,L� I- _ - -- _ - _ -_ - - - - ._._._.-.-.-.-.-.-.-- -- - - - - - - -.- - - - - - - -- - - - - � 260 HORTONS LANE - — — — — — Ll_!(1l '' I,' _ i!T', n ,114J, 18'-2 7/8„ POST OFFICE BOX 1600 [ [ I I1 ! - - - METAL CLAD WINDOWS, TYP. O H N S U T OLD Y 1 1 9 7 1 i ill j 'fll-Ur- ALASKAN YELLOW CEDAR WRAPPED T.O. Ridge Great Room Gable 18" HIGH TEMP. GLASS RAILING 17_JI 1 1 . -i_1.i T'' 6 3 I - 4 7 7 - 8 7 3 6 AT ROOF DECK ��,i _I ( l' i I I j CORNER POST ``I`I I.%4 `1' J ;t1 f_`I T _ Op 1 T-9 1/2„ 1_ ;i, J,,)1_ I_ ALASKAN YELLOW CEDAR SHINGLE m k a r c h i t e c t . c o m ALASKAN YELLOW CEDAR !Ii._I] : 1IfL- SIDING, TYPICALAT GABLE VOLUMES VERTICAL T&G SIDING Ir _J11L[`J!, 11 ihTl iIT, �i' ALASKAN YELLOW CEDAR SHINGLE ��1- — _ ALASKAN YELLOW CEDAR FASCIA BOARDS AT FLAT ROOF TYP. t_ li_ j _ SfDING, TYPICALATGABLEVOLUMES L._ll _II ' t _ T.O. 2nd Floor Sub Floor 10'-1 3/4„ iI!1l - - - -- - - -- - - -- - - - - - - - - -- - - (2 story vol - T.O.. 1st Floor Plat s lL i , I`i [ �T y f iI I. 1�. r, t �l[rl lr[I11_'ll, I.I__l I j CO RED COVERED �0. 1 st Floor Plate (1 story vol.) P H PORCH METAL SCUPPER & DOWN SPOUTS 8'-1 1/8" C I!�OV'Ef��D.I, TO MATCH METAL ROOFING,TYP.AT FLAT ROOF; a 7 a g , SCREEN COVERED PROVIDE MOCKUP TO CONFIRM SCUPPER PORCH, 06 RCH BEYO PORCH 1[' i DETAIL IN FIELD w/ARCH. I'' l ALASKAN YELLOW CEDAR WRAPPED COLUMNS, TYP. 11 1 r ICI Lockwood r - _ s Floor u o0 - - T - - — -- -- - -- _ _ -_ — __._ — — o° 4980 Pequash Ave. I ' Cutchogue, NY 11935 ; ALASKAN YELLOW CEDAR VERTICALT&G SIDING T.O. Porch Slab ----------------- TYPICAL AT ONE-STORY FLAT ROOF AREAS STONE STEP AT PORCH -7 3/4" ALASKAN YELLOW CEDAR 2-1/4"x 5/4"WINDOW CASING, TYP. Elevations 2 BuildingElevation- South Scale: 1/4" = 1'-0" A-200 © 2020 Meryl Kramer Architect All Rights Reserved Issue Date: Set: 7/14/22 Permit Set STUCCO CHIMNEY- - _ _ _ _ _ _ _ _ _ _ _ - - - - - T.O. Ridge 2nd Floor Gable _ _ STANDING SEAM METAL ROOFING - TYPICAL AT GABLE VOLUMES ALASKAN YELLOW CEDAR 1x6 TRIM, TYP. PROVIDE MOCKUP TO CONFIRM DETAIL IN FIELD w/ARCH. - - --- - - - - - - - - - - - - - - - - -- - - - - -- - - -- - - -- - - - - - -- - -- -- -- -- - - - - .-._.-.-.-.-- - - - - -.-.-.- - - -- --- T.O. - - -- -.-...-.. - - - - e 2nd Floor Plat EKED - , i i I' - -r it - h - -._.-_.- -.--- --- - - 18'-2 7/8" �� Yl K ARC'S' 1 1 .l L: 1' 1 ' 111 ' L. 14 1 L� ,4 � 4y. I 1 �II � �.. [,, , [ , �, �I - t� 1,�.T l ii , rl4 J,�I rt J 1. �a R� jl.l IJ >1 11I -J� C.I [,\ i l Ci I .I� i�I i 1, , C, �[ �l 1.Il Ir i i f \1. I1 Ii �1-. - I 1. ] I_ Il, - .y •* METAL CLAD WINDOWS, TYP. i� i >rtT, r i 1 4,:\`' j\a :I !�I 4 �AL,gKIAN iYEL`1 OW,CI=D'AR ,1� \ - ';1 � - ,.rr_ \�- Irl-` -T 17.�.1,I _ r� L,.. t[_ I I 11X6 TRIM 1T I 7: \ f' tii Y,P. PRbVII�E bC P T.O. Ridge Great R ALASKAN YELLOW CEDAR WRAPPED \ ,II-,J 1_{ I . - : - \ i� .IlrI�_�i f i1 J 1!_ \ L.il,_, -l.l�I_ �\�Zl�.-:. � � !1. I. 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I �.r �. _, 7 t f „ � - T.O. 2nd Floor Sub Floor - 4EL _.- _ _ t :_ ICI , _- I �- -- t IJ - II ALASKAN YELLOW CEDAR FASCIAr + -r ' , i7 � i lfl_ '1i. t-,t 1 =kL I u IJ I f r' 1LI 11i l 1 �11 Ll` !\ 1 1 i._I 1-_I11 i11 "CT 1 r r lid-- j 1 \,1 I,'' I I I 1'.-! 1 , L,1 ,I I� �.I, 10-1 3/4 BOARDS AT FLAT ROOF, TYP. .-- 1- I ,\\ \1 _ Drawina Leaend: I _ 11. .i .l il! ----------------------- -..I.-.-.-.-.-.---._ - ._ i _.-.-.-.-._.-.-.-.-.-.-. ............ .. - _ _ - _ _ - - J\ T.O. list Floor Plate (2 story vol.) r - - - - - - I i J � =J j I i I I .I,: I. � � Removed III I I ] i ;�i ! I�, I I Ili ' I� r � it I I j � I i i 9-1 1/8" WaIIToBe I \i. I� \ \ T 11 Tl ,I I r' J 1I II J _ it L T I It 1 i, I 1 � 1! i Ij , I 1 [ f l I Existing Wall To Remain n1 r � 4 . �I � � T 1 i I i I 11 Ii -1' l� \1 �\ �;�[ \,'11T \\ -1r' �I .O. 1st Floor Plate (1 story 1 L�!' \! f l - St0 vol.)VOI. New Wall it -, _ COVERED : -- - y _ � I I_ J L_ f rI �1_,'':. VF METAL SCUPPER & DOWN SPOUTS 8-1 1/8 Existing P.C.Foundation Wall COVERED !I / i T1Ifl !l. T I! _l l[r-iTl �Tr_ l U - - / I �I \ PORCH 1 \ I s PORCH - !„ ' -1 '' 1I III i 111`1 I � I'' LI Ll 1_; �_ ! �I RE TO MATCH METAL ROOFING TYP.AT FLAT ROOF; ,TI , I I f � , �.t� i I, I SCREE II 1_rL 1 - 1;\,irk- - New P.C.Foundation Wall [\,'. y_ 'I I �',�I i\ i,_ \I; ! j ! bRCH BE ND I - _.!' PROVIDE MOCKUP TO CONFIRM SCUPPER O _\ \1 ��I J I \ 10 A' \ Existing CMU Foundation Wall \ , I, r.rL I\1 ,1111 - 1\\I\I\-�\l: ! -\ fj r DETAIL IN FIELD w/ARCH. - - C I, t i-_ . I_ '- - —---- — ( h New CMU Foundation Wall ALASKAN YELLOW CEDAR WRAPPED COLUMNS,TYP. T 1 . j,' it �� ;� :; : I 1-1 I �. �.i i�r ,L ' :+,L I'I,,.I\i,i_ I --I�--I ------ I ----; ____----_ _- _ ___ -_- -__ �� 1 I �L\I ( .!, _[ L _I f ! iI f / �. ; I` !11` -—————- Lines Above 1�, 1 ?rt r1� I I 11._L �i�.il1 1,j i v11 ,I i_l.,l --d, jiff 1E _'I lI. �I, -J L � I I, 1 T' � I r Ll h - f l 1�-i''� � `- [ ! � ; i' � � � T.O. 1st Floor Sub Floor t _ -, �'I - - - —. 1\ —.—.—.—.— —-- --- -- — —.—.—.—..—.—.--- _.—.— —.—.—._.—. r, — — — —T— _ Guidelines ,•.� "-ter- 't�- I i''-I- -r-1\- - I K_- - - - Il 1 ;f, ' 0„ 101 Door Tag T.O. Porch Slab ar^ WALL SCONCE BY OWNER, -7 3/4" '�(� tot Window Tag COORD. LOCATION OF BLOCK &WIRING w/ARCHITECT, TYP. Section X � Sheet A-XXX X Detail Tag BuildingElevation - East Elevation Tag 1 Scale: 1/4" = 1'-0" x x Axxx x Interior Elevation Tag x GLASS RAILING AT ROOF DECK STANDING SEAM METAL ROOFING ......- - - - - - - TYPICAL AT GABLE VOLUMES T.O. Ridge 2nd Floor Gable STANDING SEAM METAL ROOFING - - - - - 23'-5 1/2" _y��. TYPICAL AT GABLE VOLUMES " M E R Y L K R A M E R SKYLIGHT a r c h i t e c t ALASKAN YELLOW CEDAR 1x6 TRIM,TYP. PROVIDE MOCKUP TO CONFIRM DETAIL IN FIELD W ARCH. -...-.-.-.-.-.-.- -..-.-.-.-.-.-..-.-.-. -.-.- - _ ._.-.-.-_.- - - -.-..-.-. -.—.—.- - -.- - - - - -- - - 260 HORTONS LANE n Floor Plat T i L i_ i 1 i- r' `t ',I I Ii T,II ,1 L! �1 TI ,I L 1 �,l i�, �� \I11 L`r L,I, ',fI_I, � I� ?i .I� _ ll. , [' ' � L I�i-- 1` I '�`'' 4 r _' '�_. is � 'I I �_,1 � It ! .� \�! I i,I I 1__I 1 C , ",I S O U T H O L D, NY 1 19 7 - I.LL. L _ _ _ i _1 J _ II [ J I I l _ 1 I T.O. Ridge Gre at Room Gable I 1, ,I -�r` I T I I `t r I �� I I g I � � II � � I I � � �. I' I `'� I iI'L �1 I ' I / � / I l l l _. l t- l\__,\,ill , �,I �, IlC' \, - , .I 1L r _I_ �,, l ' ,1_tl �,I�_,. ll ,i' 1 �_I IC_ I-III;I.II 1. 1 li_ I l L Ii t 6 3 1 - 4 I I \ii �1 I�� i-11 1 1 i� , - - > i J I \ 41 J \-, L r! 11 \ II 1' CEDAR SHINGLE SIDING 17'-9 1/2" 7 7 - s 7 3 6 I \ \. I _i 1 _ �I.r L\ �i�rL 1' r' (\ 11 ,� r, LASKAN YELLOW E I II ,1. I. 111 ..I. q [',! .1,,II; lL! B B _II,i, « ! l ! h 1 '11' 1,1 11 ! 1. g L J, I �_�1 _ q I _ , . � I � I ,, J 1 1.1 . L '. j I �.1' _,] L!I ,: �\;_.. _ II I I__�� _ ]_ 1 ,1 11 TYPICAL AT GABLE VOLUMES m k a r c h i t e c t , c o m !.I:! it Ji r !,._! I,: 1<1� -Jt 1 , I 0 \�. a. ! / 1 \ / / h Tl 11 \I 1, I �I \.. Ill ,�I �r �_�I ( 11' ,Il� 41,j_ , Jj I- L,_ 1_ Li l L!i T_. i,I I i_ I-1.1 �t1_` ,._ 1 ! . - _1_ l.}_Il 1-I L -1 11.;1__.l,l J 1 IT i.T . r_r tl 1 I1 .'T i t 1�4 1`�'_ i L,.1: l'', III ¶� 1 r L - l_ i,i, �,' },' i' r ! I iL I\ -J�� I.I_ _i_i it rjtl�� 1 -_,1 L17- 11 --1 I` t' ! 1_ !1 II .!T Il _11 + I r! Il 'II i-I' -1 - - - - I\ \ 111 L I1 ,. 11 + 1� _L' 1 1! 1I1_ LI rt \r L_'�1 f1,i�i ,_ .-1 iL1_!LI it r I _:i _l _ [r \� I _11 J Li ii [i] T J\ 1 1 j l i ' f �i �iTir l , 1. :\II\I \. LI. -- III_. \ L - T.O. 2nd Floor Sub Floor \ \ ,fLI s.: -i 1 1, _. -1 \I\ A i !. _ 1 __L I 1 C \L 7 1`I r 1 i T Il r �.� 7,1 -!, it i 1 i 1 [1 f j �1 r I \i i j \ I 10'-1 3/4 - - - - - - - - - - --1 - - - \ 1\l,�Ir - - - - - - \\ - - -- - - -- - [, - - \ �� \ 1 `CSC A�1 I� 1 [1rr 4i �!:' - i1 t 1w:. 4.� r 1Tr 1 I it 1, 11 �1 - - r - ,l i -_ �r- ,I - ,`!-' I f- ` Ir ` 1',- I\1,'- ' ! .\\�.--I�- 1-4-�', ' I .'! T,' tll;'' 1 , - - L I i - ir, :1. _ ,.f. 1\l,l,l [? 1 \ i _ f l T.O. 1 st Floor P - -- - - - - - .— o late 2 story vol. 1f Cr_ :I Er "t, 1 f�r ( rY ,r r � �'-- \,- '�� lI �.,- _l.s- - -- ._.—.— ) 1\(/�� 1 _�-_li _ -1 I- CL (( I ! -.I •� li ! , I ili t j I' /- " r r , I, I - -I r�,-- - ��-- , - �- i-4- 'r- ,'- -� -`il \: :� ,-4 .-�\�\ \., �� 1.1_ .r �,I..1�_L! I _L, 9 1 1/8 ll =�I , :._ l;lr ( I_. ! .:,7 i j!1 '11 'l it !I., i\ C I__ 1 .I , :! I I1 , 1 1_ . 1_ ,., L iL1_ L L 1i.'' - 11 _ll__ I_ 1_.: l ALASKAN YELLOW CEDAR [ i 111 1_I_ CJ L C J, 1. �. 1 Cr L( 1 j. I�- __l Il I -lL'i L 1T _I I !- -- i 1 _` _ 1. Ilri lj_ l.l'!- 1.\11Pr1 l 1 T ll:, f 1 1!`1�I �I r Ir11. ' \\ 1 �l . WRAPPED COLUMN O. 1st Floor Plate (1 story vol.) ' d'N �IvvVl�vE i L i. 11- l-'; Il I J,I\I 11-1r /O\ / \ E lI I,_I _ : i 1 Li L _j�\LI l :1 _ ill I i ' a I i ar I --- 1 11_ a l_ �i I _iL L 1' _ 1- 1 �- �! 1 !i 'TI \ 7 �1 COVERED 8'-1 1/8" I OCAi°ION O ,SOCK&WIRIN 1 [ L I l t III \1]\ II Jr Ilfi., .i� L 1 �I-f 11 ARGHITECT'TYp �It 11i 1 `111 �. �` 1,IJl I j l\ f1 _I[ �1111r , � K [� 1' _.III Ll 1 PORCH 1 ] _ 1-'11 rl i��_It_ 11_�11 7� -P ly Tr_ T T lI-Il-! _J' i, li , 0 Y I �\ 1; _I: �. !\ '.,� ! 1 IJ 11 I ri,_tI l 1 _` I.l 11 \ 1? t 1 :JL_T 11T .IL i1_! 1,. Ir I J I L 1l 1 i�I,',I rTi ,I,r. ' Ll. r 1 , _J,_, _ �` ��,t 1 1 i Ci_I-I 11 III I\ i,_L 1 ,i- l_ 7l 71T11,P 1 \ \ rI ` [1 !J\I,I \ i': !,I L 1 J Tl l.._l !_rl :_T-1 Al\� 1 1T I-,r _ r 1. ,� I_i I L�- I l r 1 j \- I`I .I 1 fr,l!. I _l i r 1', C11T I� ` ! rt 11\.. L. III\; ! j.;, [ 1 C f l ? �y I IIIL C�: \1 L:I_ I.I _ T� ,11r 1. '_ _ :L _;1I . 1L_ l<;. 11_''III \I LI _ !l'_- ' L'_1 i._ TiIII. +:.--ll !,1,lr,i,l1 11r1_l.,u i!'� !l �r1_ .:_,11I \_'Ij j lii! 11LI. 1T 11 I ! [l Tl� !1 [!T Il l f rl ll \ i 1l (I ! _I 11 11 T.O. 1st Floor Sub Floor j 1 I MITI >[ r l l I. 111 ,l 1 I1 1 LoC�VV�/ooC� .�_ i ! I,.. ,Il� ilLI.�r-._IL...L �1 � _ i - - - - -II- -, ' I� 11 r r- � ;'� IT'-�1 �I I �_ ---__ _-_.- - - __ _ - -.—..-- - - - - ----- ,_�i L r' i, Il ._ ll l �I — �. 1 ILL _: T-11 _r: 1[ ._ ll' 1' '.1 t�I' I i _. >T ! �Cr '_ 11 tl \ �F. / , 111 i 1 1 11` rl' r T r _._._. 4980 Pe quash Ave. fffi I it �I 1.1 j1 11 l!I if q ._[ 1 J.1 I�\.' _I 1.1 �! It i 1 _L ]_. ',L I-I -I 4 1 �� r\I� - — - -- il L hI 1- L -.t ! _,1 I\ \ �\: _LL 1 1, f1 i i Lt, _ it .I I. Cutchogue, NY 11935 II T_�_- 1_ L.l?�.. LI1� I TJ1 T !1 L l - - l r I T.O. Porch Slab J.-. 1 1. . I Idl jll I ALASKAN YELLOW CEDAR SHINGLE SIDING -7 3/4" I I� III ALIGN UNDERSIDE OF SHINGLES w/T.O. WINDOW FRAME ALASKAN YELLOW CEDAR SHINGLE SIDING I III\\ IIII III EXTEND TO 8 ABOVE FINISHED GRADE I IIIl�-_-III I I � 1 I I L----------J EGRESS WINDOW WELL Elevations STUCCO FINISH AT FOUNDATION WALL ABOVE GRADE, TYP. ALASKAN YELLOW CEDAR VERTICAL T&G SIDING 2 BuildingElevation - West Scale: 1/4" = 1'-0" A-201 © 2020 Meryl Kramer Architect All Rights Reserved QQ Q Q Q Q Issue Date: Set: I I I 7/14/22 Permit Set - - - - - - - T.O. Ridge 2nd Floor Gle T.O. Ridge 2nd Floor Gable _i_-._-.-.- 23'-5 1/2" 23-5 1/2 I I I I I I I I I 12 I I I I I I I I I 600 �'. STRUCTURAL - -{- - - - -{ - - - - ----- - -I --- - - - - --- - --- -- - - - - - ----- - -. T.O. 2nd Floor Plate -- -- --- - - - - - - RIDGE - \ - -- - - - -.-_-.-. T.O. 2nd Floor Plate - � - - - - -a -- - - a- - - a - _ _ - - i - - - - 18'-2 7/8" _.-.-.__-.-._ .-. -.- - - - _.-..-. -. - - - - -- - 18'-2 7/811 - - - II►II :..._ F TO. —Ridge Great Room oom G—able�� -, - - - -S--1-10— 1 a—- -IIIIjI- -- -- - - III \�LLm- -- - _+ ---.----.---�IIIII ---_.---..--- -� T.O. Ri.d.ge Great Room8'-Gable 6 1T-9 1/22" > 17'-9 1/2 STRUCTUAL BEDROOM 2RIDGE " _)� S�yR0s� ;E4. D1 E. � A� R N L K TO. 2nd Floor Sub Floor TO. 2nd Floor Sub Floor SRJOISTSSE O ^IZE) 10'-13/4"1 ? l - -- - -- - - — -- -.-.-.-...-. T.O. 1 st Floor Plate (2 sto NJOSEsrrucTURAt. cR SIZE) (> JOISTS . . 9'-1 1/8" 9'-1 1/8 802 OF N SCREEN .O. 1st Floor Plate (1 story vol.) OPEN O. 1st Floor Plate (1 story vol.) AW PORCH PORCH PORCH BEYOND 8 1 BEYOND BUILT- BYG.C. DOOR DOOR IN BEDROOM 1 7 10 s S-101a Drawing Legend: 17/ 7 Wall To Be!�R CeF,mtip oi Qvjted TO. 1 st Floor Sub Floor _ -- ` III III -I.-.----��----�j-�--,I�1I-I-—�--I I-I_------iI-_1 II_i_-----)�I�I�=,----,-=--___-IIi'I I—.--_I,--x_-II---.__!_I-.-I_-=C--------O.---:-!III I----';I e.—,'III--Ii:!----III'IIIII-�--A-----III----------—_—__-•-'_-I-__1IIIII_--__-I-II!!I__I.I;II-.I_III!i II.--:_-I_�--_.__-°-_-——:=�--I�1.;._PIIIIIIfII,III- ----_-5-IIIIII--.------------_---__I,I-I--_---iI---II I--_-_--_''-'''!(_II-_--.--_-,I-I----_---�—-_�=-I-III'_-I I-_----IIII.-------I-_I-__-----.-__-__--_-__'I-'!!'I-'I'I—_--tIIIIII-.-�---_-II--_-�--�-,I'_I_---F---_-—-----—-,--I-!I'I,Ii I--——_-_-I;!IIi_-------II----I-I_--=-_---__---�-___I--I-i;III II•;:I--r_-.--II;—-III'II-.---.----!III i----I_IIp.__--__--'_------�_-�-__--�II;IIIIIi_--_II;'I-i-_----I,�I;AIII�,---_-II--_I°I-IA_--.-I---1I- -- --�_-_I- -I_-� ._F_----_-'I__•:IIIIII—-I�_-Z I!-�-I I.IIIIIIIII,IIIIiIT�II ,-- _I- -- I -g.--•_-.-._- d 'l�1 1LII IIII _ --II -II_II --I.-- - = -I'- I- . T. O.-.1 st TF-.-.-Ol o.o Pr-Soruc1b h-Floor Sl—o lao- b r � t"OO 1x0 xC.4 .0 �P g euENxeqei wsut,iW n aNaWlls Y a hl l T 1oA Remain 01 -- — ` TS(SEE STRUCTURO -!ZE) 011 ^ Existing P.C.Foundation 5 W a ll Ilk New P.C.Foundation Wall FLUSH I GIRDER T.O. Porch Slab TO. Porch Slab Existing CMU Foundation Wal lSTL.LALLY COLUMN -7 3/�' " -73/41 BASEMENTEGRESS New CMU Foundation WallPLAYROOM I IUNF1N.BASEMENT UNFIN.BASEMENT WINDOW WELL ------ LinesAbove ----------- Lines Below ----= Guidelines T.O. Easement Slab TO. Basement Slab Door Tag .-.-.-.-.-. .._.-. . . =-- -81-93/4nt -_ f �i 3/4" __ Window Tag Section X, -XXXSheet A Detail Tagx� tein ctn Buildin Section Elevation Tag 1 e0 2 x /41 Scale: 1/41 -0„d x AOx Interior Elevation Tag x Q Q TO. Ridge 2nd Floor Gable TO. Ridge 2nd Floor Gable 23-5 1/2 23'-5 1/21 12 6 u E M E R Y L K R A M E R a r c h i t o c t TO 2nd Floor Plate cct_L,wr, rlEu TO. 2nd Floor Plate - - - - - - - - -T 260 HORTONS LANE POST OFFICE BOX 1600 12 -O. Rid9e Great Room Gable TO. Ridge Great Room Gable SOUTHOLD, NY 1 19710 17-91/2 17 9 1/2 0 6 3 1 4 7 7 8 7 3 6 O HALL OFFICESTRUC R LL m k a r c h i t e c t c o Inn RIDGE STUCCO h I DECK I_.SH}NGL WALL �i TO. 2nd Floor Sub Floor TO. 2nd Floor Sub Floor . STRUCTURAL 10 1 JOISTS(SEE cI7E) 10'-1 3/4' IEI —.—.—.r, L� 3/4 (2 story VOL)JO!�tS( E FOR 1 st Floor Plate (2 story Vol.)JO!v (SEE S LIGHT eFRUCTORA- TO. st DROP CEILING DROP CEILING ROPCEILINGTRIrTUn�_FORc E, 9'-1 1 8I usH,GzD L S I D FLUSHGIRDER SCREEN PORCH' -.- - _ 9'-1 1/ FLUSH COVERED ..O1stFloor Plate (1 story vol.) O. 1st Floor Plate (1 story vol.) GIRDER ERT AL ENTRY E 1 18OA3D 1/$ j A PRED PORCH HALL DRESSING BATH 1 ` I' DOOR 1COVE DOOR DOOR _ i t TO. 1st Floor Sub Floor r T.O. st Floor Sub Floor- - - - - - JOIS - �RJrT r�grFrcl?r)a - Lockwood 777777777777777 r> TO. Parch Slab FLUSH GIRDER l-7 3/41, -7 3/4" - — CABANA ABANAHALL VEST. BATH WC TO. Basement SlabBasement Slab g Sections -8'-93/41 - - -- 4 BuildingSection A-300 Scale: 1/4" = 1'-0" 3 Building Section Scale: 1/4" = 1'-0" © 2020 Meryl Kramer Architect All Rights Reserved STRUCTURAL RIDGE Issue Date: Set: 7/14/22 Permit Set 12 rnl 6 — a AFC G/ SKYLIGHT \ AT70 TIC - _ GOLLAR TIES 1 I STRUCTURAL RIDGE(SLE.STRUCTURAL FOR SIZE) STRUCT i RIDGE(FEE STRUCTURAL FOR SIZE) Ii EXPOSE[)- I :I !.' ! EKPCSED STAIR HALL { I E I CECOFAFIVE f a A E'R I I I I TIMBER 11 I . I'rI E ;a - JOISTS _ I _ !� SKY IG GREAT ROOM I I I I --4—STUCCO WALLSTS S FINIS 4. AT SCREEN �r PORCH SHEAR WALL, "m' ':� HORT"WALLS ?4802 Q� SEE WALL SCHEDULE ON OF NEW STRUCTURAL DRAWINGS !, KITCHEN j / :/ _I 3 SEASON COVERED CREEN PORCIA PORCH ---- ------- � I � I GAS I ' !: -- 2 I 'F.P, I S-101a Drawina Leaeri I L - - Wall To Be Removed ?j-:. -.�� ¢,_� _a r_ +. +�3f('�� ..x .'•• _. _- � _.. _ �I_O__I_S_T (S._E'E�.__T>Z t'TItF. Lr=U. �17 _ '• _ �"'- � d,, I Ia I I \I I tl I Existing Wall To RemainJOISTS _ New Wall *° a I.. FLUSH FLUSH GIRDER ° _____ _.! ! _ Existing P.C.Foundation Wall GIRDER ;�'a I'I-\ —_— - 1 e°'a - a°Q' - _-_ - New P.C.Foundation Wail ! —_—_ _--!!1! 4 4 - ---= I — ! � d= � Existing CMU Foundation Wall 71 BASEMENT ,° New CMU Foundation Wall - - VEST. UNFINISHED BASEMENT UNFINISHED MECH. Lines Above -_ - - -- ----------- Lines Below °.'; I- ---I FOUNDATION - -- - —_! - - - - - Guidelines I I!I .. - WALL BEYOND III- I I -- I II Door Tag I I - - - ! ----I I --- II- -I -- III —= I= �I I ---I i "-- - ! ...- I - -- ---- --- - -- -- I( I; -- I --- - --� - --- 1�I"--- --•i - I -- --- I - --I 101 Window Tag ---- �� -- == --! -- - -- -- !! --- -- ---! - - - - -- --- " -- -- -! -- - -- --- -- --- - - - - - ---- --- ! ! - -- -- ---- -- -- ! ---- Section X, Sheet A-XXX IIII IIII IIII IIII IIII 'III IIII L J 1 Building Section Detail Tag Scale: 1/4" = 1'-0" x x Elevation Tag x x Axxx x Interior Elevation Tag x T.O. Ridge 2nd Floor Gable ;!STRUCTURAL RIDGE(,SEE STRUCTURAL FOR SIZE TRUCTUR,�L R10GE(SEE STRUCTURAL _ STRUCTURAL RIDGE(SE!~STRUGTURAL FOR SIZE) - - - -" - - - - - - "-"- - - - - - - 23'-5 1/2" I. G' I I I II I HVI UNI li I',TTI 'I 4 '! II I' - ! - HVIkC UN'IbT n.TTiG_ ' i1 -,i I 1 _.. fl l I' M E R Y L K R A M E R C I�' ' +' jl .' i,i : a r c h i t e t t SKy,_IGHT BEl'�ND II f` -� TI I\ \ �f \y _ T.O. 2nd Floor Plate 8 -- - 2 I 7/8 2 6 0 H O R T O N S L A N E POST OFFICE BOX 1600 T.O. Ridge Great Room Gable \ SOUTHOLD, NY 1 1 971 BEDRO M 2 I 0 BEDROOM 3 BATH 3 OFFICE STAIR HALL' BATH 2 DRESSING .- BEDROOM 2 17—9 1/2 I 6 3 1 - 4 7 7 - 8 7 3 6 l; \ m k a r c h i t e c t c o m - f 1 T.O. 2nd Floor Sub Floor FIST (SE STRUICTUR�,L , _� �- 10'-13/4" ► 11 -TRAY CEILING —"— - t, w_ i _.—.—.— — —.— —. 7 JOISTS „_ \ \� FLUSH _ T.O. 1st Floor Plate (2 story vol.) GIRDER _ FLUSH .I 9'-1 1/8" SHEAR GIRDER -y WALL i I!j i r7i - .O. 1st Floor Plate 1 story vol.) COVERED BEDROOM 1 BEDROOM 1 ; GARAGE 8'-1 1/8" PORCH DRESSING' ' 2 I s 6 S-101 a I S-101 a SIM./MIRRORED �- _ — — — —.— —.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.— —.—.— - — — — — -- —'— — — — -- — —"--'—. T.O. 1st Floor Sub Floor I JOIST , _E STRUC TUR 00INGS,;-. .D`R,_GTIOtti -.-.-. - --.-.-.-.-.-.- -.-"-"- -"-- -"- - - -- - -"- - -"-"--'-.-.- -. O W d .. �-- .At_ - -�� ` � OC 00 ' 77 4980 P I equash Ave. ° d - — ! - -- - FLUSH aa. °II- -I!II--I!I!- IIII— ; :; I -- --- I --_-_ ---_ I _—I' -- ---- I� - I - — - T.O. Porch Slab Cutchogue, NY 11935 -- - - ,.GIRDER I --I = �A':' II={=I - ; I =,i _73/4,� a 1 11 -_ - -- PLAYROOM HALL ' SHEAR WALLEEE — __ --- ■ T.O, Basement Slab Building eCt1 O Il S __ — —.—.—.—.— —.—._...—.—�—"— —"-- ---- 1 -- -- - _ - - — f d a --I -- --- - I - ---- I ----- -- _ -8-9 3/4n -- --- f — __ Hill - - - U\I� IIII _:_L �I 111_ 11.L. __IIII_ __IIII IIII_- !II- IIIIIIII—IIII _ IIII—IIII I, I- !III !III III. III IIII III! ,III IIL Ills _IIII_ _-IIII_ IIII- III -_ III___ II�I_____IIII- _ IIII-_-_IIII_-_-_IIII----IIII.__.-. 2 Building Section Scale: 1/4" = 11 A-301 © 2020 Meryl Kramer Architect All Rights Reserved Issue Date: Set: 7/14/22 Permit Set RIM JOIST NOT SHOWN FOR CLARITY (WHERE APPLICABLE) POST,TYP.,SEE PLAN HOLD DOWN,TYP.,SEE SCHEDULE o , POST,SEE PLAN POST,SEE PLAN 0 HOLD DOWN,SEE SCHEDULE HOLD DOWN,SEE SCHEDULE SOLID BLOCKING IN FLOOR tED gR SPACE,MATCH SIZE OF POST o I I ANCHOR ROD,SEE SCHEDULE ° •o ANCHOR ROD,SEE SCHEDULE ANCHOR ROD,SEE SCHEDULE II FOUNDATION WALL I I FOUNDATION WALL,FOOTING N9 02480 L DRILL AND SET ANCHOR ROD INTO OR THICKENED SLAB OF yO I TOP OF FOUNDATION WALL WITH i i DRILL AND SET ANCHOR ROD INTO NE U SIMPSON SET ADHESIVE SYSTEM, I TOP OF FOUNDATION WITH m AND 8"EMBEDMENT,MAINTAIN U SIMPSON SET ADHESIVE SYSTEM, ° 3"MIN.TO EDGE OF CONCRETE AND 8"EMBEDMENT,MAINTAIN 3"MIN.TO EDGE OF CONCRETE Drawing Leqend: Wall To Be Removed Existing Wall To Remain New Wall Existing P.C.Foundation Wall New P.C.Foundation Wall 1,�7_7 1 n x Existing CMU Foundation Wall TYPICAL HOLD DOWN DETAIL z TYPICAL HOLD DOWN DETAIL 3 TYPIFALHO�LD DOWN DETAIL 1 _. - ' NewCMUFoundationWall —— Lines Above (])_N ;ALE NO SCALE NO SCAL ----------- Lines Below Guidelines 101 Door Tag 101 Window Tag OR PROVIDE OR PROVIDE CORNER DOWELS CORNER DOWELS Section Sheet A-XXX a a Detail Tag F- El_rt — � z C/) z Fz— a FOUNDATION WALL D 0 a a x Elevation Tag o o �W �' � � x x Axxx x Interior Elevation Tag x LAP SPLICE WA 1'6" TYP. Y 4"DIA.PERFORATED PVC FOUNDATION DRAIN __ BOTTOM REINFORCING BARS o a -- ----------- (PERFORATIONS PLACED DOWN)IN CRUSHED IN FOUNDATION WALL 00 STONE WRAPPED WITH NON-WOVEN FILTER ; o ire. FABRIC(MIRAFI 140N OR EQUIVALENT)WITH 12"MINIMUM OVERLAP. PROVIDE CLEANOUTS AT CORNERS AND EVERY 50'MAX. COORDINATE M E R Y L K R A M E R WITH SITE DRAWINGS. a r c In i t o c t ��,� OIL MAINTAIN INVERT BELOW I z BASEMENT SLAB ELEV. a 2 6 0 H O R T O N S LANE S z z w o d POST OFFICE BOX 1 600 MU) LAP Nz SOUTHOLD, NY 1 197 1 1'-0" 2'-0" 1 6 3 1 - 4 7 7 - 8 7 3 6 MINIMUM DOWEL WITH STD.HOOK, m a MATCH SIZE AND SPACING m k a r c h i t e c t c o 1 MATCH SIZE AND SPACING S OF HORIZ.REINFORCING U) OF HORIZ.REINFORCING LU REINF.TO MATCH LONGITUDINAL �AP FOOTING REINFORCING Y o ADD(2)VERTICAL BARS, ADD(2)VERTICAL BARS, FOOTING REINFORCING — • b SAME SIZE AS TYP.VERT. SAME SIZE AS TYP.VERT. LU REINFORCING AT WALL • REINFORCING AT WALL z w ENDS,DOOR JAMBS,AND ENDS,DOOR JAMBS,AND o N OPENINGS,U.N.O. OPENINGS,U.N.O. LL TYPICAL FOOTING DRAIN TYPICAL FOOTING STEP TYPICAL WALL CORNER, INTERSECTION AND END DETAILS NO SCALE 4 NO SCALE 5 6 NO SCALE Lockwood 4980 Pequash Ave. Cutchogue, NY 11935 Structural Details S- 1 00a © 2020 Meryl Kramer Architect All Rights Reserved Issue Date: Set: 7/14/22 Permit Set 4"V-GROOVE WITH SEALANT EACH FACE as t` CONTROL JOINT NOTES: 1. JOINT TO BE LOCATED WITHIN 10'-0"OF CORNERS. _— PIPE SLEEVE,12"MAX.DIA. 2. JOINTS TO BE SPACED 20'-0"MAXIMUM. #41 4'-0"LONG,EACH FACE, I EACH SIDE OF OPENING,TYP. ( HORIZONTAL WALL REINFORCING CONTROL JOINT ,2 ERED q "3/16 WIDE SAW CUT WITHIN 12 HOURS OF PLACING CONCRETE Z o AND NO MORE THAN FOUR HOURS AFTER FINAL TROWEL. r; —t Z USE EARLY ENTRY SAW AT SLABS ON GRADE AND TOOL N ` JOINTS AT TOPPINGS. FILL WITH APPROVED ELASTOMERIC ` r THIS SIDE THIS SIDE JOINT SEALANT COMPATIBLE WITH THE FLOORING. 9>' ?1802 � - �_} z F� POURED co POURED F `t FIRST zo SECOND NEW U g X X X X X X X X H BENTONITE WATER STOP LAP d: ( CUT ALTERNATE WIRES OR Drawina Legend: REINFORCING BARS AT CONTROL JOINT 12"x12"MAX.OPENING — _ _ _ _ Wall To Be Removed Existing Wall To Remain #4,4'0"LONG,EACH FACE, EACH SIDE OF OPENING,TYP. New wall #4,1'-6"LONG,EACH FACE, Existing P.C.Foundation Wall EACH CORNER OF OPENING,TYP. F— —� New P.C.Foundation Wall CONSTRUCTION JOINT A Existing CMU Foundation Wall New CMU Foundation Wall TYPICAL CONCRETE WALL JOINTS a TYPICAL SMALL WALL OPENINGS s TYPICAL SLAB ON GRADE JOINTS _______ Lines Above NO SCALE: NO SCALE NO SCALE ___________ Lines Below —.__-- Guidelines 101 Door Tag 101 Window Tag 4" 4" Section X, 1" 1" Sheet A XXX 'j' xx Detail Tag I it. xx Elevation Tag I I I I I I I I x FLOOR SHEATHING,SEE PLAN POST ABOVE UPPER WALL STUDS x Axxx x Interior Elevation Tag I I I I 1/4 LVL BEAM,SEE PLAN UPPER WALL PLATE x I I JOINT IN LVL BEAM(WHERE APPLICABLE) FLOOR SHEATHING 2x STRUCTURAL WALL, TO BE CENTERED OVER COLUMN SEE SCHEDULE AT(3)PLY LVL AT(2)PLY LVL i 2"x5"x8"CAP PLATE WITH(2)a"04 SIMPSON SDS SCREWS PER LVL PLY PT 2x PLATE WITH 20 ANCHORS AT 48"oc STRUCTURAL STEEL COLUMN, Ilk. I SEE PLAN FLOOR JOISTS BASEMENT SLAB,SEE 1/S-100a I _"..._. o o i I 2"x8"x8"BASE PLATE WITH ON 1"NON- M E R Y L K R A M E R SHRINK GROUT,WITH(4)2"(P ANCHORS a r c h i t e c t 0 0 BASEMENT SLAB,SEE 1/S-100a X. x x x x x x x x x x x x 1/4 LOWER WALL PLATES 2 6 0 H O R T O N S LANE i I I 4" 4" x x x x i I x x x x LOWER WALL STUDS o POST OFFICE BOX 1600 SOLID BLOCKING IN S O U T H O L D, NY 1 1 9 7 1 • • NO UNDER SLAB INSULATION BASE PLATE DETAIL FLOOR SPACE, AT STRUCTURAL WALLS wZ MATCH POST ABOVE 6 3 1 - 4 7 7 - 8 7 3 6 6„ (2)#5 cwn • • • • m k a r c h i t e c t c o m #4 AT 18"oc POST BELOW,SEE PLAN,MATCH POST 2'-0" M z ABOVE UNLESS NOTED OTHERWISE o i�—\— #5 AT 12"oc MAX.EACH WAY � o J ly O U Z Lei I Q SEE PLAN �o TYPICAL STRIP FOOTING AT STRUCTURAL BASEMENT WALL �� TYPICAL SPREAD FOOTING AT STEEL COLUMN 12 TYPICAL FLOOR SPACE BLOCKING AT POSTS NO SCALE: NO SCALE NO SCALE Lockwood 4980 Pequash Ave. Cutchogue, NY 11935 Structural Details S- 1 00b © 2020 Meryl Kramer Architect All Rights Reserved Issue Date: Set: 7/14/22 Permit Set PANEL EDGE FASTENING, 0.131"4)x2' ROOF SHEATHING RING SHANK NAILS AT 4"0c PANEL INTERMEDIATE FASTENING, PANEL EDGE FASTENING, 0.131"(Px22"ROOF SHEATHING 0.131"(W2"NAILS AT 6"oc RING SHANK NAILS AT 6"oc,EXCEPT PANEL INTERMEDIATE FASTENING, 4"oc WITHIN 4'-0"OF ROOF EDGE, RIDGE,HIP OR VALLEY 0.131"(W2 'NAILS AT 6"0c UPPER WALL STUDS 1 SHEATHING CLIPS TYPICAL GAP AT SHEATHING JOINTS AT SHEATHING JOINTS UPPER WALL PLATE e EXCEPT AS INDICATED 8"GAP EXCEPT AS INDICATED OTHERWISE BY MANUFACTURER FLOOR SHEATHING OTHERWISE BY MANUFACTURER 14"LSL BLOCKING SHEATHING,SEE PLAN,LONG SHEATHING,SEE PLAN,LONG BETWEEN JOISTS DIRECTION PERPENDICULAR TO DIRECTION PERPENDICULAR TO FRAMING,ENDS STAGGERED FRAMING,ENDS STAGGERED RED A FRAMING,SEE PLAN FRAMING,SEE PLANK� SUBFLOOR ADHESIVE sib 9�F 0 4802 OQ' Op N E.)N FLOOR JOISTS LOWER WALL PLATES LOWER WALL STUDS h Drawing Legend: _ _ _ _ _ _ _ _ _ _ _ Wall To Be Removed h � Existing Wall To Remain New Wall Existing P.C.Foundation Wall New P.C.Foundation Wall e a X Existing CMU Foundation Wall New CMU Foundation Wall TYPICAL BLOCKING AT BEARING WALLS TYPICAL FLOOR SHEATHING LAYOUT AND FASTENING TYPICAL ROOF SHEATHING LAYOUT AND FASTENING ____--_ Lines Above 13 NO SCALE NO SCALE NO SCALE ___________ Lines Below —.—.--- Guidelines 101 Door Tag 101 Window Tag Section Sheet A-X-XXX XX I Detail Tag HEADER x x Elevation Tag (2)CSHP18 STRAP-TIES x WITH 0.148"(Px2?NAILS 10" 10" 2x4 BLOCKING x Axxx x Interior Elevation Tag AT ALL HOLES,TYP. MIN.TYP. MIN.TYP. BET.STUDS, TYP. x 2x4 BLOCKING AT PANEL EDGES WALL STUDS, SEE WALL SCHEDULE WALL STUD FLOOR SHEATHING r� SIMPSON MSTA12 AT EACH STUD, WITH(10)0.148"x22 NAILS MERYL KRAM ER PANEL EDGE FASTENING, SEE WALL SCHEDULE WALL OPENING a r c In i t e c t PANEL INTERMEDIATE FASTENING, 2 6 0 H O R T O N S LANE SEE WALL SCHEDULE WALL SHEATHING,SEE WALL POST OFFICE BOX 1 6 0 0 SCHEDULE,LONG DIRECTION SILL PLATES • PERPENDICULAR TO FRAMING, 3"x3"x0.229"PLATE WASHERS SOUTHOLD, NY 1 197 1 ENDS STAGGERED AT SILL ANCHOR BOLTS 6 3 1 - 4 7 7 - 8 7 3 6 8"GAP AT SHEATHING JOINTS m k a r c h i t e c t c o m EXCEPT AS INDICATED OTHERWISE BY MANUFACTURER TYPICAL WALL SHEATHING LAYOUT AND FASTENING TYPICAL FIRST FLOOR & SILL ANCHORS ADDITIONAL STRAPS AT OPENINGS (WHERE INDICATED ON PLAN) 16 NO SCALE 17 NO SCALE 18 NO SCALE Lockwood 4980 Pequash Ave. Cutchogue, NY 11935 Structural Details S- 1 00C © 2020 Meryl Kramer Architect All Rights Reserved ------ -------- ------ ---- ----- ailSzes ---- FOUNDATION NOTES: Joint Description (common nails U.O.N. Nail Spacing _ Issue Date: Set: ROOF FRAMING THE CONTRACTOR IS TO VERIFY ALL MEASUREMENTS IN THE FIELD AND ANY DISCREPANCIES ARE TO BE 7/14/22 Permit Set BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION. Rafter to Top Plate (Toe-nailed) 3-8d per rafter FROST WALL LAP Ceiling Joist to Top Plate(Toe-nailed) 3-8d per joist 1 - ALL CONCRETE 3,500 PSI MINIMUM AFTER 28 DAYS. Ceiling Joist to Parallel Rafter(Face-nailed) 3- 16d each lap BASEMENT FOUNDATION WALL Ceiling Joist Laps over Partitions(Face-nailed) 4- 16d each lap 2-ALL REBAR ASTM A-615 GRADE 60. Collar Tie to Rafter(Face-nailed) 2-8d per tie Blocking to Rafter(Toe-nailed) 2-8d each end 3-FOOTINGS ARE TO BE INSTALLED ON UNDISTURBED VIRGIN SOIL. THE BOTTOMS OF ALL FOOTINGS Rim Board to Rafter(End-nailed) 2- 16d each end ARE TO BE INSTALLED A MINIMUM OF 3'BELOW GRADE UNLESS INDICATED OTHERWISE. WALL FRAMING Top Plate to Top Plate(Face-nailed) 2- 16d 1 per foot 5-ALL SNAP OFF FORM TIES ARE TO BE REMOVED AND REMAINING OPENINGS ARE TO BE TYPICAL WALL REINFORCING Top Plates at Intersections(Face-nailed) 4- 16d joints-each side SEALED/GROUTED. � Stud to Stud(Face-nailed) 2- 16d 24"o.c. 6-THE FOUNDATION CONTRACTOR SHALL COORDINATE WITH THE PLUMBING AND ELECTRICAL PIN NEW FOUNDATION WALL TO Header to Header(Face-nailed) 16d 16"o.c.along edges CONTRACTORS RELATIVE TO INSTALLATION OF SLEEVES AND OTHER PENETRATIONS PRIOR TO POURING BASEMENT WALL WITH#5x36"DOWELS CONCRETE. AT 16"oc LAPPED WITH TYPICAL Top or Bottom Plate to Stud (End-nailed) 2- 16d per 2x4 stud 2- 16d per 2x6 stud 7-THE ENGINEER IS TO BE CONTACTED IF UNACCEPTABLE OR QUESTIONABLE SOIL IS ENCOUNTERED HORIZONTAL WALL REINFORCING, DURING EXCAVATION. UNACCEPTABLE SOIL IS SOIL CONTAINING CLAY AND/OR ORGANIC MATERIAL OR DRILL AND SET WITH SIMPSON SET 3G 2- 16d per 2x8 stud HAVING A BEARING CAPACITY OF LESS THAN 2 TONS PER SQUARE FOOT. ADHESIVE SYSTEM AND 6"EMBED Bottom Plate to Floor Joist,Band'oist,End'oist or Blocking 2- 16d 1'2 �ERED A 1 1 9 per foot(Face-nailed) 8-INSTALL ISOLATION JOINTS ALONG FOUNDATION WALLS AND AT COLUMN AND OTHER FLOOR �6 (L K NEW FOOTING PENETRATIONS. FLOOR FRAMING 9-INSTALLED CONTRACTION JOINTS IN THE CELLAR FLOOR SLAB EVERY 15 MAXIMUM. OP Joist to Sill , Top Plate or Girder(Toe-nailed) 4-8d per joist �tr PIN NEW FOOTING TO EXISTING WALL WITH Bridging to Joist(Toe-nailed) 2-8d each end 10-FOUNDATION EXCAVATION IS NOT TO BE BACK FILLED PRIOR TO THE INSTALLATION OF THE FLOOR (P (2)#506"MIN.DOWELS LAPPED WITH Blocking to Joist(Toe-nailed) 2-8d each end FRAMING AND BASEMENT FLOOR SLAB. !• TYPICAL FOOTING BARS,DRILL AND SET Blocking to Sill or Top Plate(Toe-nailed) 3- 16d each block 9��, 0 802 pQ`' DOWELS WITH SIMPSON SET 3G ADHESIVE Ledger Strip to Beam (Face-nailed) 3- 16d each joist 11 -BACKFILL ALONG FOUNDATION WALLS IS TO BE GW,GP,SW OR SP SOILS PER USCS (ASTM D 2487) OF ��.� v . - ;•._� � :� -�. Joist on Ledger to Beam (Toe-nailed) 3-8d perjoist AND IS TO BE MECHANICALLY COMPACTED IN 6"LIFTS TO 95%OF MAXIMUM DRY DENSITY. SYSTEM AND 6"EMBEDMENT a Band Joist to Joist(End-nailed) 3- 16d per joist TYPICAL FOOTING REINFORCING Band Joist to Sill or Top Plate(Toe-nailed) 2- 16d 1 per foot FRA&U M:HERWISE, LAP LENGTHS SHALL BE AS FOLLOWS: 16"FOR#3,22" FOR#4 AND 27" --- - -- ---- FOR#5. ° ROOF SHEATHING THE CONTRACTOR IS TO VERIFY ALL MEASUREMENTS IN THE FIELD AND ANY DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION. Structural Panels See Detail 15 See Detail 15 ALL FILL BELOW FROST WALL FOOTING WOOD FRAMING Drawing Legend: TO BE GRANULAR FILL COMPACTED TO " 95%OF MODIFIED PROCTOR,OR - `-� Diagonal Board Sheathing - _ _ _ _ _ _ Wall To Be Removed 1"x 6"or 1"x 8" 2-8d per support 1.ALL LUMBER IS TO BE NO.2 OR BETTER DOUGLAS FIR LARCH WITH THE FOLLOWING MINIMUM COMPACTED CRUSHED STONE FILL 1"x 10"or wider 3-8d per support SPECIFICATIONS: Existing Wall To Remain UNDISTURBED FB=900 PSI NATIVE SOIL --- - J ------------ FV= 180 PSI New Wall POURED CEILING SHEATHING FC PERP=625 PSI Existing P.C.Foundation Wall BASEMENT WALL FOOTING E= 1,600,000 PSI Gypsum Wallboard 5d 7"edge/10"field New P.C.Foundation Wall 2.ALL LAMINATED VENEER LUMBER IS TO HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: X Existing CMU Foundation Wall WALL SHEATHING FB=2,900 PSI New CMU Foundation Wall F PERP 290 S1 TYPICAL FROST WALL PINNED TO BASEMENT FOUNDATION WALL --__-_ Structural Panels See Wall Schedul See Wall Schedule FCC PERP=750 PSI _ Lines Above g Fiberboard Panels E=2,000,000 PSI ______-____ Lines Below NO SCALE 7/16" 6d 3"edge/6"field 25/16" 8d 3"edge/6"field 3.ALL LAMINATED STRUCTURAL LUMBER IS TO HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: -_-.-.__- Guidelines Gypsum Wallboard 5d 7"edge/10"field FB =2,800 PSI -- Hardboard gd (see table 3.9) FV=290 PSI 101 Door Tag Particleboard Panels 8d (see table 3.9) FC PERP= 740 PSI Diagonal Board Sheathing E=2,100,000 PSI 101 Window Tag 1"x 6"or 1"x 8" 2-8d per support 4.ALL ANTHONY POWER BEAMS(APB)ARE TO HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: 1"x 10"or wider 3-8d per support FB=3,000 PSI x_ Section X, FV=300 PSI SheetA-XXX FLOOR SHEATHING FC PERP=850 PSI Structural Panels E =2,100,000 PSI X- - I Detail Tag See Detail 14 See Detail 14 5.ALL TREATED LUMBER IS TO BE NO.2 OR BETTER SOUTHERN PINE AS GRADED BY THE SPIB. Diagonal Board Sheathing 6.ALL BEAMS FABRICATED WITH MULTIPLE LAMINATED VENEER LUMBER BOARDS ARE TO BE Elevation Tag I' 1"x 6"or 1"x 8" 2-8d per support NAILED/BOLTED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. P.` 1"x 10"or wider 3-8d per support 7.ALL STRAPS, CONNECTORS, PLATES, BOLTS, NAILS, ETC.ARE TO BE GALVANIZED OR STAINLESS x STEEL. DESIGNATED CONNECTORS, STRAP ETC.ON THESE DRAWINGS ARE MADE BY SIMPSON UNLESS x Axxx x Interior Elevation Tag (1)CSHP18 METAL STRAP INDICATED OTHERWISE.ALL CONNECTORS, STRAPS ETC.ARE TO BE NAILED/BOLTED IN ACCORDANCE PER STUD w/(8)8D 1 Nailing requirements are based on wall sheathing nailed 6"on-center at the panel edge. If wall sheathing is WITH THE MANUFACTURER'S SPECIFICATIONS. x COMMON NAILS PER 10" nailed 3"on-center at the panel edge to obtain higher shear capacities, nailing requirements for structural END LENGTH members shall be doubled,or alternate connectors ,such as shear plates ,shall be used to maintain the load 8.ALL FLOOR SHEATHING IS TO BE 23#32 INCH AC TYPE PLYWOOD,TONGUE AND GROOVE,WITH AN APA path. SPAN RATING OF 48/24. FLOOR SHEATHING SHALL BE GLUED AND SCREWED TO THE FLOOR JOISTS (6" O.C. EDGES AND 12"O.C. FIELD). 9.ALL ROOF SHEATHING IS TO BE APA RATED SHEATHING. SPAN RATING AS REQUIRED TO SUIT SUPPORT SPACING INDICATED, EXPOSURE DURABILITY1,TWO SPAN MINIUMUM. REFER TO DETAIL 15. THICKNESS AS NOTED ON FRAMING PLANS. 10.ALL WALL SHEATHING IS TO BE AS NOTED IN THE WALL SCHEDULE AND DETAIL 16. 11. SOLID BLOCKING IS TO BE INSTALLED EVERY 8'MAX OR MID SPAN OF ALL FLOOR JOISTS WITH M E R Y L K R A M E R SPANS EXCEEDING 8'. a r c h i t e c t 12. DOUBLE JOISTS ARE TO BE INSTALLED BELOW PARALLEL WALLS. 13. BLOCKING IS TO BE INSTALLED AT ALL POINT LOAD BEARING POINTS. 2 6 0 HORTONS LANE ANCHOR BOLT 14. MAXIMUM MOISTURE CONTENT SHALL NOT EXCEED 19%. POST OFFICE BOX 1 6 0 0 4'O.C. (TYPICAL)12"FROM CORNERS 15. CONSTRUCT LOAD BEARING FRAMING FULL LENGTH WITHOUT SPLICES. S O U T H O L D, N Y 1 1 9 7 1 a w/0.229"x3"x3" 16. USE SHEATHING CLIPS BETWEEN SHEETS BETWEEN ROOF FRAMING MEMBERS. 6 3 1 - 4 7 7 - 8 7 3 6 BEARING PLATES, ;•' (TYp.) m k a r c h i t e c t c o m 17.ALL POSTS AND COLUMNS FROM HEADERS AND BEAMS SHALL BEAR CONTINUOUSLY TO CONCRETE FOUNDATIONS INCLUDING SOLID BLOCKING IN FLOOR SPACES. 18.ALL BEARING WALLS SHALL BE BLOCKED AT 4'-0"ON CENTER,VERTICALLY, UNLESS NOTED OTHERWISE. 19.ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESERVATIVE PRESSURE TREATED, PT. 20 Header & Post Tie Downs 20. FILLALL FASTENER HOLES IN WOOD CONSTRUCTION CONNECTORS WITH MANUFACTURER'S Not To Scale RECOMMENDED FASTENER. STRUCTURALSTEEL 1. SHOP DRAWINGS: INDICATE PROFILES, SIZES,SPACING, LOCATIONS OF STRUCTURAL STEEL MEMBERS, INCLUDING OPENINGS,ATTACHMENTS,AND FASTENERS. SHOW ALL CONNECTION DETAILS. INDICATE WELDED CONNECTIONS WITH AWS A2.0 WELDING SYMBOLS. WALL STUD 2. FABRICATOR AND ERECTOR:AISC-CERTIFIED?COMPANY SPECIALIZING IN PERFORMING THE WORK OF THIS SECTION WITH MINIMUM FIVE YEARS EXPERIENCE. 3. MATERIALS 3.1. UNLESS NOTED OTHERWISE, STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING: Lockwood FLOOR JOIST 3.1.1. WIDE FLANGES: ASTM A992,GRADE 50 CSHP18 METAL 3.1.2. ANGLES,CHANNELS, PLATE AND OTHER HOT ROLLED SHAPES: ASTM A36 4980 Pequash Ave. GIRDER AS SPECIFIED STRAPS COMMON w/ AILS RAFTER 3.1.3. TUBES:ASTM A500, GRADE C. CutchOg ue, NY 11935 3.1.4. PIPES:ASTM A53, GRADE B. PER 10"END (1)SIMPSON H2A STRAP 3.2. BOLTS, NUTS,AND WASHERS: BLOCKING PER LENGTH PER RAFTER w/(12)8d • ! MANUFACTURES SPEC. _ COMMON NAILS 3.2.1. BOLTS: TYPE 1, HEAVY HEX, MINIMUM 3/4"DIAMETER. USE"A325"LINO(=ASTM F3125 WALL STUD I RAFTER GRADE A325 OR GRADE F1852). / JOISTAS SPECIFIED WALL PLATES 3.2.2. NUTS: ASTM A563 HEAVY HEX. STRAAPP PER STUD STUD WALL P18 METAL METAL HANGER PER BLOCKING 3.2.3. WASHERS: ASTM F436 TYPE 1 HARDENED WASHERS. S MANUFACTURES SPEC. w/(8)BIDCOMMON RIDGE BEAM 3.3. ANCHOR BOLTS:ASTM F1554 GRADE 36, UNLESS NOTED OTHERWISE. StrUCtUral Details &NAILS PER END 3.4. WELDING ELECTRODES: E70xx PER AWS D1.1 UNLESS NOTED OTHERWISE. Notes s Second Floor Box Typical Joist Hanger Rafter Straps Rafter/Plate/Stud Connection 3.5. GROUT: ASTM C1107, FACTORY-PACKAGED, NONMETALLIC AGGREGATE, NONCORROSIVE Stud Straps P @ 22 YP 9 23 P 24 AND NONSTAINING,SHRINKAGE-RESISTANT GROUT WITH MINIMUM COMPRESSIVE STRENGTH OF 7000 Not To Scale Not To Scale Not To Scale Not To Scale PSF AT 28 DAYS. 4. EXECUTION 4.1. FABRICATE AND ERECT STRUCTURAL STEEL MEMBERS IN ACCORDANCE WITH THE 2016 AISC CODE OF STANDARD PRACTICE. 4.2. INSTALL BOLTS IN ACCORDANCE WITH RCSC'S"SPECIFICATION FOR STRUCTURAL JOINTS S- 1 00d USING HIGH-STRENGTH BOLTS" 4.2.1, JOINT TYPE: SNUG TIGHTENED, LINO. 4.3. WELD IN ACCORDANCE WITH AWS D1.1. MINIMUM WELD SIZES SHALL CONFORM TO AISC REQUIREMENTS FOR MATERIAL THICKNESS BUT SHALL NOT BE LESS THAN 1/4"UNLESS SPECIFICALLY © 2020 Meryl Kramer Architect NOTED TO THE CONTRARY. All Rights Reserved 4.4. ALLOW FOR ERECTION LOADS,AND FOR SUFFICIENT TEMPORARY BRACING TO MAINTAIN STRUCTURE SAFE, PLUMB,AND IN TRUE ALIGNMENT UNTIL COMPLETION OF ERECTION AND STRUCTURAL WALL,SEE WALL SCHEDULE T.O. PORCH 1.25"LSL RIM JOIST,PLACE ICE STRUCTURAL WALL, /-SLAB - I (2) PT 2X6 SILL PLATES w/ &WATER SHIELD BETWEEN- (2)PT 2X6 SILL PLATES w/ SEE WALL SCHEDULE / I Issue Date: et: -0'-7 3/4" I 5/8" DIA.ANCHOR BOLTS AT 48" O.C. RIM JOIST AND CONCRETE 5/8"DIA.ANCHOR BOLTS AT 48"U.l. ___ __________ ! (2)PT 2X6 SILL PLATES w/ I MUD ENTRY COV. PORCH 7/14/22 Permit Set 5/8"DIA.ANCHOR BOLTS AT 48"O,�. (2)#5 AT TOP (2)#4 AT TOP FLOOR SHEATHING,SEE PLAN- FLOOR SHEATHING,SEE PLAN FIREPLACE I! (2)#5 AT TOP #4 At.16"O.C. , )' #5 AT 18"o.c, EACH WAY / MUD ROOM I GARAGE ! ! #4 AT 16"O.C.EACH WAY TJI JOISTS,SEE PLAN- TJI JOISTS,SEE PLAN N i 8�, STOf�E 24" - T.O. #4D'OWELS #4D�WELS - -` Q ` uu - - - - - - T.O. __ - - - - SUBFLOOR PITCH AT 1�"O.C. 124" `� AT 1 °O.C. �24" - - SUBFLOOR DATUM 0-0 --► ---, r N - - - - - - . 6x6-W2.9xW2.9_ - - - - - DATUM 0'-0„ T•O• is iv • LL • , WELDED WIRE FABRIC d� • T.O. _ • FOUNDATION �L' ` J �. 2"RIGID INSULATION 25 PSI FOUNDATION o - � �„ v v` �' - - - - - - - Q MIN.COMP.STRENGTH) /J ` ` _� -0'-3 314„ Jq,— ri } 'I' '1}f ;}1'i, {j '{ P "I } P % W T.O. PORCH SLA JOISTSIji'n' l# }r { i ;•i. {x ,,;,.t , .j1 MIL.VAPOR RETARDER G •f --0-J 5/$' - _ - 1'-5/8„ ;4 (AT MUD ENTRY a i 4 ONLY) \\ _ _ d GRAD PINCH GRADE Al AY 1/4"PER FOOT GRA �._ "" I'{ 1ST JOIST MAX. 16" `'. Q, , "MIN. CLOSED CE L v = - -- 1 / -�- -- •-m._^� „_ _= 1 - - _ #i I , !; 1=G AD FROM OUTSIDE FACE . �. 1. !!!!_= ! --! !!= 1 E v ! I �'' EP 10 _ OF FOUNDATION WALL 10"t 10 0 P a U. v, 1-D SPRAY FOAM _- -- , I == I -- III _ ', 8 - - - .) _ _ �� -__ II' @ 1ST FLOOR -. --- I FOUN1 - --- ,12"MIN.CRUSHED STONE ! - - - -- III - - - - -- -- iA'!11.;; ;•fit: }' f i r{ ,;; i$11##ti I'' :'!: a'' f11 ) III T.O. GARAGE 1 IIII R,--- .. -- " __ - ---- - P _ _ -- ,I - „ -- - - -- --- -- -- --- -- B RIM JOIST TY I A E ER_ SLAB J - $ DRAIN G LAY I - ( ) ?' '� ' - i I -----I! ---'.hI+-.��/4 I - - I- � � = I -- - I PIN SLAB TO FOUNDATION WALL, 1', . a- --- -- _ I -= -__ I !!:�-- -i!!! - III = ! ___ 4 - - -___=i -_-_-_ -- - PT 2x4 SILL PLATI S - _ - IIII- -- #5 X 36"DOWELS AT 16"O.C., GI !!! ---III! --- = 12"MIN.CRUSHED - --- ___ -- -1'-11 1/4" E D O -- -_ - -- -_^_- --- -_ -DRILL AND SET INTO } '!I - _-_- III ( - -- =. _ STONE DRAINAGE LAYER w!1/2"DIA.ANCHOR j _ ! ! _ c _ - 2"RIGID INSULATION _-__ __ _.____ _ ___ P _-_ _-_ _- ! = = ==#4 DOWELS AT 24"O.C.AT CENTER OF WALL --; i I I - I ---! - I -- : ---- I ---FOUNDATION WALL w/ I ,:;). - 25 PSf MIN.COMP.-!III --- I = I -- -- - -- -- ; IIII, ----- IIII ---- -- I - I - �i d � - !� BOLTS AT 48"c. . --- - - ----- --- -' 2"RIGID INSULATION ! II III II SIMPSON SET 3G t, _' STRENGTH)- III—IIII --- `' = ;; (25 PSI MIN.COMP. _ JJ- - - - I SYSTEM D - I ADHAS VE SYS E AN -: I 4 Q. -- P - -I--4„EMBEDMENT --- ! = - =''i - --_ �_ - v - - STRENGTH -- -- - - - -- - -- -- __ _ ___ - ---- 1 =__= =__ 1 - - 11- ---IIII -- - - - -- - - --- y #4 AT 16"O.C.,HORIZ. ,, I-- I 6`? - !� !I I I - -!I - I 12 MIN.CRUSHED,TYPICAL 1st FLOOR CONSTRUCTION: TYPICAL FOUNDATION WALL CONSTRUCTION _ --! - III - _ STONE DRAINAGE LAYER= -- ___ __ !- ------- (REF. - AT FINISHED BASEMENT: _= -- 4 DOWEL O.C. - (`i _III --- -_ — --- - - -- -- ---- ,- -- PROJECT NOTES& -- } --- - - -- - ! -IIII--- III STRUCTURAL DRAWINGS) '�� --',I! ---- !I --- !! (REF.PROJECT NOTES&STRUCTURAL DRAWINGS) _ - _ AT CENTER OF WALL_ I I� i#! - I I - -- - -- _- --- ail - ! FOR 020 0 3/4"WOOD FLOORING • - ! _ _ -STUCCO FINISH(ABOVE GRADE) . I ! _ Q FOUNDATION WALL 4. F 3/4"APA RATED"SUB FLOOR" _ I� I - COLOR T.B.S. -. '` � -I = P - • I I' -- ----I - ,�, .. .•, I __ !&FOOTING INFO. __�' = __! ! ___ FLOOR JOISTS w v _ �• - ' 1 =-- --- -- !!I -IIII - -- ! !I! ---, ;, 4 w/SOUND DAMPENING INSULATION o -! --- ! P - --- - -- ---! -- --- s�- -,�..w, _ I= -- - - -- - -! !-- 4 -- 4 - (BELOW GRADE)(R-12) _ -- -- - ------- - -- w - F,OOTI N DRAh -- -: a. , - - — -- _ _ _-- --- -- - --- _ __ - ., - -- ---- 1�I BITUMINOUS WATERPROOF LAYER -_ = = --- - , - --- _ - --- --- -- . T 5/8"GYPSUM WALL BOARD(PAINTED) oEE D IA1L 4/5�100a _ -- ,!- III_ 'I - --.. = -L` _ �� I ! I ---POURED CONCRETE FOUNDATION WALL - -I -_--_ ____ I , - - - -1"AIR SPACE --- = - -- -- - - - -- _ " -- -2x4 16 O.C.STUD WALL --- - �' -!- i -= 7 10 I I I w/MINERAL WOOL BATT INSULATION R-15 I - Z - - - -5/8"GYPSUM WALL BOARD PAINTED - - - - -- ---- ---- P _ P_ • III ! - -- � - ---- ---- - - - - - - -- I' ---- - - - - -- -- --- _ III I I ---- ' - ---I - -- I ----- I I�----- III-- — I I I -j_ IIII —= I-- - + I--- I _IIII=� -- I - I = I= � !I — ' - ! - --- -- -- -- ---- ---- -- - ---! - --- - - --- - = = - -!( I - - --- == --_ - -- -- -= --! = Drawing Legend: 5AT 18"o.c.,VERTICAL-- I-- -- P- I ------ 5AT 18 0.0.,VERTICAL --- I -- ! -----I - - - -- --- �- '----- 5AT 18 o.c.,VEF- - I ----- --- --- ----- I --- ------ - - 1.25" _ - --- ! ! III III -- - - ---- ! --- 1 2 -_ _ - -- - -! - -- --- III IIII 11 - - - II11 P �' - !' _ ' __ -- I--' ---I -- I - 1.25" I - -- - - ! „ ! , I --- I ---#5 AT 18 o.c.,HORIZONTAL--- - -. _ _ - #5AT 18 o.c.,HORIZONTAL _ I= _ -! =_ = I - _: --! -_-_ - `_ I -- ' #5AT 18"o.c.,HOF Wall To Be Removed - , III -I— — -- -' ---= -� ---- - ---- ------ - CLEAR . - - - -- -- CLEAR !' __ -- - I I I III I- 11 III CLEAR --- - -- I---- -- - I I -- III ----- I ---�I I --- _- Remain - ! - � - —- -- ----- - -- ' - -- - ---I --- , - - - -- I - I: . III, „ �---I ILL, -___!; - I' -= ---_-! _--- ---- -_--I --- - II - ---- I; - I---- -- - ,, 6x6-W2.9xW2.9- 6 -- -- ----I_--- 6x6-W2.9xW2.9 36 - 6x6-W2.9xW2.9 P 36 - -_- _ _ -- --- =- -- - _!- --- --- _- = _ -- New Wall WELDED WIRE FABRIC - _ ! __. WELDED WIRE FABRIC _= _ ___ WELDED WIRE FABRIC = - = III __ -_ _. __ _ _- _ __ ! - _ _ Existing P.C.Foundation Wall 2"RIGID INSULATION(25 PSIO" -- IIII=-=IIII= 2"RIGID INSULATION(25 PSI ! 7��_ 2"RIGID INSULATION(25 PSI !! = -#5 DOWELS AT 18"o.c. � MIN.COMP.STRENGTH) ! - Q MIN.COMP.STRENGTH)- G - #5 DOWELS AT 18"o.c. - -- MIN.COMP.STRENGTH) - I 0- #5 DOWELS AT 18"O.C. ['"'" �'-�� New P.C.Foundation Wall w = IIII -=11 IIII w - w -1!' __ _ -i 1 MIL.VAPOR RETARDER -- -BENTONITE WATERSTOP - 1 MIL.VAPOR RETARDER ? - BENTONITE WATERSTOP -�1 MIL.VAPOR RETARDER �. - BENTONITE WATERSTOP Existing CMU Foundation Wall 1-- --- --- _ - '-- - - -- -- __ - --- ---' ----- New CMU Foundation Wall - _ == -- =! - -- T ical Foundation Section at Garage r = - - `-- - K „ =_- = 4 �� - �- �� --- Lines Above III=! - - -- L — T.O. �T-_r = Scale: 3/4 - 1 I ---- y .SLABI •--. U is .-t ? SLAB --- _ �"- C�`F� ! ----------- Lines Below Px - 18� 4f -8'-9 3/4" Guidelines _ - - w - t op '" .i 11 x - �.~� rn- 4t = III -_--= j _._ - _ m ,( �] 'r�., -.Z y Y �,_=,q�L, l - - t „sl_•- ~..,: C`Fl.;t 101 X- o-., -�,; P- -- I ---- � r__ t.( � .�• o. -�; P. .-_�� k ,�.,_„k�."-�,`7• Q• -P: P_ �" � Door Tag �I I, _ I 6"MIN.CRUSHED STONE _ _P �_ rP_ - �c, _ 6"MIN.CRUSHED STONE _ v P- P- r' �' `� x 6"MIN.CRUSHED STONE' P P Window _ - b0�1N_LlFtglN,= DRAINAGE LAYER " ~- '' = DRAINAGE LAYER:= _ - ° OOTING DRAIN, INTERMEDIATE STAIR 101Tag - - - - - OOTING DRAIN, -- -_ I O DRAINAGE LAYER ---- - -- III --SEE IIDETAIL4 — - " - " ---- - -- --- - - - _7"__: _- 10 . 7 I ---I !I-- I, I__ /SI100a I I!I --- I i -,- � I I III I! --- - 117 I! _ ! SEE DETAIL 4/S-100a III I rr,I I I!I I- -III---- I I III-- SEE DETAIL 4/S-100a LANDING ` - W - -- II I! �__ = _7- =101I - _ --- - ion X, --- --- U 1011 ..- I Shetet A-XXX ---- I!I---- UNDISTURBED EXISTING : ! --- I = (2)#5 - UNDISTURBED EXISTING- ! --, -_ (2)#5_ - UNDISTURBED EXISTING - M - - - - 2)#5_-- ! !— SUBGRADE -- ! __�' =- _- -= =2-0 =- =__ ! -_= X I SUBGRAi E- - I - = SUBGRADE 1 _ -- l -- -_ - - �� Detail Tag x Elevation Tag T ical Stepped Foundation Wall Foundation Wall at Slab on Grade Foundation Wall at Mud Ent Porch 1 Scale: 3/4" = 1'-0" 2 Scale: 3/4" = 1'-0" 3 Scale: 3/4" = 1'-0" X HALLSTAIR EXTERIOR x Axxx x Interior Elevation Tag x i r � o O I � ~ - - -o TO --- - ---- SUB106gR\.} - DATUM 0'-O° M E R Y L K R A M E R w a r c h i t e c t I L_-- I I r I _ T.O. UBFLOORAT 260 HORTONS LANE LANDING. I I _2'_83/4" POST OFFICE BOX 1600 I I ( I SOUTHOLD, NY I I971 PLAYROOM j — _T.O. FOUND. I j _ _ _ _ _ T.O. FOUND. /BASEMENT I I WALL- - — WALL - - 6 3 1 - 4 7 7 - 8 7 3 6 N I 1 -5'-113/4" -3'- 1/2" m k a r c h itect . com 1I ! o0 II I 'v L_ I GRADE ,`j GRADE O I FIXED STEEL LADDER =—'I —!—! 1=--1== 1i8"_ I COMPLIANT -- ! ! - ----- EGRESS WINDOW WELL =I==-' _II--=-- „ T.O. FIN. STONE I I (I I TAPERED STONE SILL - --- --I -�-I-- -I TERRACE -- _ (SEE LANDSCAPE DWGS. T.O. FIN. STONE ,� - r(SEE ! - #4 AT 12 O.C., 60 LO ( I _ -T.O. GARAGE 1 t (2)#5,EXTEND 28"MIN. _ - - _ 1- (2)#5,EXTEND 28"MIN. - _ -= ----- -- LANDSCAPE I SLAB 0 1 - PAST EACH SIDE OF R.O. a d _ ILL. I D RWGS.) rss -- (J CV FND.WALLt IIN :� L -pgy�} I r -- — ! -- - ND.WALL. liil ! -- --- -- ! — = LL - - iv �1' v !N' 1 �� - GRAVEL _ - -- - - P --= GRAD d GRAD j Q ItI Y t ' _ w/DRAIN _ -_ '1 r' `y = _ __ =Ii =-__ _ �?I —_! -_- ---III ----------------. _ ^ - Q ,a.. 'EJ � ", ! — � IIII___.__Ei Z 1 ----- Lockwood a —- - - -- -- ! !-- -- - - -- -- !! -- - — G - -- _- --- ;'-_ -- -- -- -_ `' . ' R — — III — Q 4980 Pe quash Ave. --- - k —__ L.L --- STONE SLAB STEPS a. ! - _ -- x !__ _ _ 1, - — __ — _! _-- - - -= - _ _ -_= _= -_- Cutcho ue, NY 11935 MORTARED TO Q - II III , , I I �2 o.c. I': I I I _ I I I 9 _ __= - =j1'-6"---: 4. --- p . -,'j, : _ _.-.--\ _III,!--�I - - II CONCRETE SLAB; - I =_ .. __! __ 1 --„ ! - -I jl _ _ -----, 4 AT 16 O C. HORIZONTAL I -- II - -_-'— _-- i SEE LANDSCAPE DWGS �,, �i!#�-DOWL T 112"�., - --- -- ! -- -- 24 - - --- - .,'f - `' _ `. ! ---!----DOV1rELS AT 24" O.C.AT `' !II' =___ G -I = - IIII III _:. �I - - - I I -- - u ! - '- ! ---- = -- -----' -I--- z III =CEf�fi ER O'F WALL w/8" HOOK --- =--Z= - I' --!. _ ! __ _ ----a--.�_.r _ ;i, _ - - COMPACTED RCA BASE; BENTONITE WATERSTOP ! _ - r P _ BENTONITE WATERSTOP - - IIII I IIII , III I ( �� - S _--- ! !! _ --- --- -- -- - -- --= III _ - ,; ,� .. I I I I , SEE LANDSCAPE DWGS :�' ', •. .. x� =-_ - - -I ll�-�§TONE : ,i:{ � "J;. �� I{ ,' '. !I I =:_ I I! I = ==11 _- • - III L 'I . II - I y -4 :d .:. � WSH FILL - --' - - �- p �c. -- -- -- ! --- - CONCRETE BLOCK FILLED _ -- -- . . 4. ;c •. -- __.- .- ___ -_ - • 4 : = -= IIILbIW APIRON q;. _. 4 SOLID W/CONCRETE TO _ - - - Foundation Wall I''I I ". ' . .' d, '' -_= I -- j' },_-�� ,': .:'- - P -. -- I I I I I - ! _- -=I '_ �� - d. 00 = 1L # --- '` IIIII III t _7 • -- - --- - --! - .,;�Y' }� -III - -- --- — --- I -- �+ •PATIO SLAB -! --- --- IIII -- O. FbOTiNG BRAIN t ' SeCt�o n S .. -- _=I - ;! 4 4 ,. . �_4 =_- _------- SUPPORT _- 11 „ I I III 1111 II,I IIII I'I�I � I I I � I - - - I - ! -_-! - ' III --- - I! -- 'I I=I I = !' !I -- ' - -I ---I I --,� ! -- '- - ---! _-' '-- -- -- '„ ---- ,_ „ - - - 1 4 _' I I _-- I -_ -=2'-0" _- I =-_ ! -_:_= I; _-- �!-- -! _ -- (! -- -I I I --- I I 2-0- --- -- I --- - - - I ---- ! - 'I - -- !- - =2-0 -- ----Foundation Section at Terrace Stoop & Steps Foundation Section at Garage Apron Foundation Wall at Window Well Foundation Wall at Window Well S- 1 01 a 5 Scale: 3/4" = 1'-0" 6 Scale: 3/4" = 1'-0" 7 Scale: 3/4" = 1'-1i 8 Scale: 3/4" = 1'-0" © 2020 Meryl Kramer Architect All Rights Reserved PLAN NOTES: WALL SCHEDULE Issue Date: Set: -- 1. SHEATHING: 7/14/22 Permit Set SHEATHING SHEATHING FASTENING BLOCKING BOTTOM PLATE 1.1 FLOOR: 3/4"APA RATED, SEE 14/S-100c MARK STUDS PANEL PANEL REQ'D.AT ALL FASTENING TO REMARKS 1.2. ROOF: 5/8"APA RATED, SEE 15/S-100c LOCATION THICKNESS TYPE FASTENER EDGES FIELD PANEL EDGES FRAMING BELOW / 1.3. WALL: SEE WALL SCHEDULE AND 16/S-100c i p PROVIDE SOLID 2. � INDICATES NUMBER OF JACK AND KING STUDS. PROVIDE (1)JACK STUD AND (1) KING STUD AT r— -------------------------- I I 2x4 AT N/A N/A N/A N/A N/A N/A N/A 0.162 DIA.x3 1/2" BLOCKING BETWEEN EACH END OF EACH HEADER UNLESS NOTED OTHERWISE. 16" o.c. NAILS AT 16" o.c. TUDS AT 48"o.c. MAX. � I FROST WALL I I 3. WHERE NOTED, STEEL COLUMN TO BE 3 1/2" DIA. STANDARD PIPE COLUMN (ASTM A53 GRADE B, 1 PROVIDE SOLID 4" OUTSIDE DIAMETER, SCHEDULE 40). 2x6 AT 0.162 DIA.x3 1/2" I I I I 2x ATo.c N/A N/A N/A N/A N/A N/A N/A NAILS I x3 /2" BLOCKING BETWEEN TUDS AT 48"o.c. MAX I SLAB T.O.SLAB I I BEARING WALL. I I ON I I 2x6 AT EXTERIOR 1 1/2" ZIP R- 0.131 DIA.x3 1/2" „ 0.162 DIA.x3 1/2" ( I GRADE -7 3/4" I I HEATHIN 3 O.C. 6 o.c. YES I I I I 16" o.c. IDE OF STUD (R 6) NAILS NAILS AT 6"o.c. I I � PIN FROST WALL TO BASEMENT WALL, I I 2x6 AT EXTERIOR 0.131 DIA.x2 1/2' 0.162 DIA.x3 1/2" I 1 ___—__— SEE DETAIL 19/S-100d --- I I 16"o.c. IDE OF STUD 1/2" APA RATE[ NAILS 4" o.c. 6" o.c. YES NAILS AT 6"o.c. I It—————— a I ( R• ED EXTERIOR 1/2" APA RATE 0,131 DIA.x2 1/2" 4" o.c. 12" O.C. YES I j I � C ��YL K/,Z,q�'Si>, 2x6 AT IDE OF STUD NAILS 0.162 DIA.x3 1/2" <e> 16" o.c. INTERIOR 0.131 DIA.x2 1/2" " �, NAILS AT 3"o.c. 1/2 APA RATE 4 o.c. 12 o.c. YES I : IDE OF STUD NAILS I I I I I I EAM POCKET I . 1 I I I SPLIT SILL N �. I ( I I FOUNDATION I �A 1 I I WALL I 9�� 4802 04 1 I 1 t I pF N HOLD DOWN SCHEDULE j j I m REGRESS I ( (WINDOW I I I i U) IWELL MARK HOLD DOWN LOCATION ANCHOR ROD DETAIL DIAMETER I I CD "_' I I PLAYROOM I I T.O.WAL Drawing Legend: SIMPSON HDU5-SD32.5 SECOND FLOOR WALLHD -5'-11 3/4 r5/8" DIA. 1/S-100a T.O. SLAB ADHESIVE ANCHOR TO FIRST FLOOR WALL _ — — — _ Wall To Be Removed 1 I I I r -8'-9 3/4" I I EAM POCKET Existing Wall To Remain I I I I I New Wall HD SIMPSON HDU5-SDS2.5 FIRST FLOOR WALL 5/8" DIA. 2/S-100a I I WITH ADHESIVE ANCHOR TO FOUNDATION WALL Existing P.C.Foundation Wall 1 I I New P.C.Foundation Wall I I _ Existing CMU Foundation Wall SIMPSON HDU5-SDS2.5 FIRST FLOOR WALL DIA 3/S-100a I I PR5 ,.^} 7;� New CMU Foundation Wall HD 5/8" . I � I I � I I L_____ � Ll WITH ADHESIVE ANCHOR TO FOUNDATION WALL I I —_____— Lines Above SIMPSON HHDD HDU5-SDS2.5 FIRST FLOOR WALL o IIIIIIIIIIIIIjIIIIIIIIiIIIIIIIIIIIIII II —` —IIIIIIIIIIIIIIII------i—jIIIIIIIIIIIIII(IIIIIIIIIIIIIIII --—jIIIIIIiIIIIIIIIIIIIIIIIII(III ——————- -———— ,—--L(IIIIII ----` 1�IIIIIIIIIIIII� II11IIIII1i--�r�I'Go�— J1IIIIIjIIIIIIIII 111jIII I1 I I IiIIIIII1I111I1j� j11 7/o8" L V L ti II,. h) — — — �N p —1l— 1IIIIII1IIIIIIIII1II1II —�IIIIIIIiIII1�IIIjItI ---cin'IjIII ——_ II11IIIII -__Xx_ _- _1_�ll_.__ _ _ Lines in es Below 5/8" DIA. 1/S-100aWITH ADHESIVE ANCHOR TO BASEMENT WALL T.O.WALL 11 7/8"1 1 Guidelines —————————————— -- -3 3/4„ TJI 1101 I 11 7/8"TJI 360 Jolsts a 1 " oc SIMPSON HDU5-SDS2.5 BASEMENT WALL IUS Door Tag HANGER, . WITH ADHESIVE ANCHOR TO FOOTING 5/8" DIA. 3/S-100a FROST WA T.O. SHELFn joists a CAS NA -1'-3 3/4" 001 window T a gHALL ---------- _ --------------- --_— _____________ n SPLIT SILL Section X, FOUNDATION SheetA-XXX WALL t------------------- — ___----- — J I BEARING SPLIT SILL SLAB 07 ---------- 1 oFOUNDATION Detail TagTO. SLAB o x WALLOFFSETAT ON SCREEN PORCH WALL -7 GRADE — ---------- —----- ---- ----r ------ - --------------- G Elevation Tag - IF5 E 3O 11 7/8 LV (flush) w1 x r-------------- --- -- — ----------- — z r --- ( )2x6BEAM POCJA KE Q I enI x x Interior Elevat io n Tag M :3SPLIT SILL FOUNDATION Lo 11 7/8" x cfl TJI110 oists at .O.WAL CU I oc 3/4I 5 no0-if r eo CC14 SLABCo ON I co M E R Y L K R A E LAB I B t-BEAM POCKET a r c In i t e c tGRADE T.O. S T-8'-9 3/4„ -7 3/4° L 260 HORTONS LAN RE MECHANICAL POST OFFICE BOX 1600 SOUTHOLD, NY 1 1971W 12"x42"x42" z EAM POCKETFROST WALL 0 STEEL COL. FOOTING STEEL COL. 6 3 1 - 4 7 7 - 8 7 3 6 r SEE NOTE#:Cn SEE NOTE #3STEEL CO 1-- ---------------t i I I I L (flush) co m k a r c h t e c t c o m (3) 11 7/8' LV � GARAGE (FLUSH) IL-------------------- -SPLIT SILL SLAB SLAB _o I FOUNDATION ON ON BEAM POCKET L__ J � W GRADE wGRADE T.O SLAB o 12"x24"x24' toT.O.SLAB SLAB ON' Q FOOTING VIF-1-11 1/4" -7 3/4„ Ch GRAD FOOTING .O.SLA -9 5/8" PIN FROST WALL FOUND MN WALL ROST WALTO BASEMENT WAL SPLIT SILL SEE DETAIL 19/S-10 — — ------------------I-------- --------- .O.WAL -1'-9 v2o L--------------------------- L————————————— ———————————— C_1 t )U;��) r` o Lockwo od I 4980 Pe quash Ave.L---------------- ----------------J Cutchogue, NY 1193 5 )_FOU n:daio=n 1Structual Plan StructuralScale 1A 0 Foundation Plan S- 101bu L -3T T „ © 2020 Meryl Kramer Architect All Rights Reserved WALL SCHEDULE Issue Date: Set: 7/14/22 Permit Set SHEATHING SHEATHING FASTENING BLOCKING BOTTOM PLATE MARK STUDS PANEL PANEL REQ'D.AT ALL FASTENING TO REMARKS LOCATION THICKNESS TYPE FASTENER EDGES FIELD PANELEDGES FRAMING BELOW ------ PROVIDE SOLID 2x4 AT N/A N/A N/A N/A N/A N/A N/A 0.162 DIA.x3 1/2" BLOCKING BETWEEN 16"o.c. NAILS AT 16" o.c. STUDS AT 48" o.c. MAX. PLAN NOTES: PROVIDE SOLID 1. SHEATHING: T 2x6 AT N/A N/A N/A N/A N/A N/A N/A 0.162 DIA.x3 1/2" BLOCKING BETWEEN 1.1 FLOOR: 3/4"APA RATED, SEE 14/S-1 00cGP 16" o.c. NAILS AT 16"o.c. $TUDS AT 48" o.c. MAX. 1.2. ROOF:5/8"APA RATED, SEE 15/S-1 00c t 1.3. WALL: SEE WALL SCHEDULE AND 16/S-100c ------- 2x6AT EXTERIOR 1 1/2" ZIP R- 0.131DIA.X31/2" - 3 o.c. 6"o.c. YES 0.162 DIA.x3 1/2" -HUCQ610-SDS HANGER------- j <0 16" o.c.,")IDE OF STUD 3 SHEATHING NAILS NAILS AT 6"o.c. \ SEE DETAIL 1 8/s 1 00C INDICATES NUMBER OF JACK AND KING STUDS. PROVIDE (1)ONE JACK STUD AND —FORA 11"I J 2. ITIONALSTIR (1) ONE KING STUD AT EACH END OF EACH HEADER UNLESS NOTED OTHERWISE. J , THIS HEADER Gc�'I.GJ HD HD 21' 0.162 DIA.x3 1/2" > 0.131 IJ 1/ �0 2x6 AT EXTERIOR 7 1/2" APA RATEIE 4"o.c. 6" o.c. YES "IDE OF STUD 3 <@> 16" o.c.$ NAILS NAILS AT 6"o.c. 3. EXTERIOR WALLS TO BE P�@� UNLESS NOTED OTHERWISE. ______(2) 9- 1/2" LVL EXTERIOR 0.131 IJ 1/2" L 1/2" APA RATEIE 4" o.c. 12" o.c. YES 4. WHERE INDICATED PSL TO BE CONTINUOUS FROM FLOOR FRAMING TO TOP OF WALL AT UPPE F. 00 2X6 AT $IDE OF STUD ' NAILS 10.162 DIA.x3 1/2" X (2) 11 7/8" LVL Ilk" NAILS / 16" O.C. INTERIOR— DIA.x2 1/2" LS AT 3"o.c. 2 APA 4"o.c. 12" o.c. YES T cj $IDE OF STUD ��NAILS I I W !I A-300 (D I F C9 CR z z I 1b > 2x8 JOISTS AT 802 3 16"OC LUS28 HANGERS N A-300 80 00 HOLD DOWN SCHEDULE ro I I �Q i TRAY CEILING 0 MARK HOLD DOWN LOCATION ANCHOR ROD DETAIL CID W W X DIAMETER Co 0 Cq 0 N z —Z Drawing Legend: HD SIMPSON HDU5-SlJ SECOND FLOOR WALL 5/8" DIA. I/S-100a WITH ADHESIVE ANCHOR TO FIRST FLOOR WALL Wall To Be Removed (3) 11 7/8" LVL % IExisting a o Remain New Wall HD SIMPSON HDU5-SDS2.5 FIRST FLOOR WALL WITH ADHESIVE ANCHOR TO FOUNDATION WALL 5/8" DIA. 2/S-100a 7H '11 Existing P.C.Foundation Wall New P.C.Foundation Wall SIMPSON HDU5-SDS2.5 FIRST FLOOR WALL 5/8" DIA. 3/S-100a IJ X X Existing CMU Foundation Wall HD WITH ADHESIVE ANCHOR TO FOUNDATION WALL I ,.X "\/<_:'_ 3 New CM Foundation Wall -—————- Lines Above (b .(2)_2x8 SIMPSON HDU5-SDS2.5 FIRST FLOOR WALL 0 ----------- Lines Below (3)�9:414"I-V 5/8" DIA. 1/S-100a ol WITH ADHESIVE ANCHOR TO BASEMENT WALL U) Guidelines E. _j :3 00 QQ - --- - -- i 0 : I— — X t Door Tag SIMPSON HDU5-SlJ BASEMENT WALL HD 5/8" DIA. 3/S-100a ro ------ —------ WITH ADHESIVE ANCHOR TO FOOTING cc) 2X5 JOIST Window Tag —----- ------- Oc AT 1 6,-,-b 11 7/8"TJI 1360 I ro N JJ 11 lus L U�S I L q 0 .I� Section X, LL PT (2) 2x 10 -AN—N.— Sheet A-XXX Ns FM I z D <C Au 0 < ——-------- oc) X T_ 04 Of HD X -1 _ __ ro co Detail Tag W CN D z --—----_-HUC210- 04 -0 ' (2) M < C'4 LVL Z) (2 )(10 HD Elevation Tag 2x10 Uj (b MQ41 DS��— UCQ410 S, S-HANG ro -------------------------- ------------------------- J----------------------- -------- - j1b SHEAR WALL N 5�1 dle C) F .!11-r- 'p, X X Interior Elevation Tag HD U) - — __ HD =3 ER (b co X C14 t;7— X __ - __ 1-- ____ —----------- 1 0 — CN T- l.-(j) I HGUS7.25/10 rbyL j�CY) W I', J HANGER,TYP. (4) 9 1/4" LA >1 IIII0 00 h I- 117/8"TJJ L% 0 LL 7 JOISTS AT 16" OC SKYLIGHT 0 OPEN FOR _X J __ --CATHEDRAL CEILING-- U) UC� 0 , —SHEARL j__1 WALL HANGER ,7 X LLJ Xhood ZZ21 A exhaust'__(2) 2X1 0 U_ UL < C11 I > (/b M I R Y I K I A M E R CO a r c t e c t RIDGE POST ABOVE CATHEDRAL CEILING C) a: 0 X X ro N C, ro co W `�,1�Q II E- � i', , � I I Tli (D 260 HORTONS LANE (4) 9 1/4" LV _j Z < 11 a: POST OFFICE BOX 1600 pi 11 7/8"TJI 360 JOISTS AT 16" OC I 1 00 SOUTHOLD, NY 1 1971 u- NW 6 3 1 4 7 7 8 7 3 6 N Z ti +6� +6 X -2 0 m k a r c In i t e c t c o m N AN G-ER HANG __(Z)_91/4"_LVL HUC21 ---------- ---- ------------ ------ -('2)-%2X 21 _11IJ v T 7---=--Flg�= C<1 MC�a4ll)-SDS HUC041-17--wS -H) (2) 2xl 0 HUCQ410-SDS HAN 1 Ill, (FLUS I A 0 1 0 HANGER HANGER I br Al - D 0 (2) 11 7/8" LVL (0 co I. T X 1; C.0 cc 00 r S X cri < X �D >4 4 O W HANGER CIS C14 HD 00 C" FOR ADDITIONAL STRAPS SEE DETAIL 18/S-100C HUCQ210-2-SD X Z C,4 C\1 N_ < REQ.AT THIS HEADER (" U_ LL U) Z�0� X ow- < G I I Z)(D A _j Z CN II ------- - ---- U_ X X Z) < cc CN_ X C) X X C\ 0 [a C'N 4_1 ]t i (3)1-9-1/4"1 ' 2 M �2)_2x-8 ------------- ------------- 1 j2y�48__ 1 (2) 2x 10 --(flush) +ra - - -- — -- +�_- �Ll1fL/11/11d- /1111/+�/%��- �__11��_/ �-- — '.11 /i, ///i%l%i_ /i11 - 11�< '1..+�/i ro 21-11-7/8"LVL---- Lockwood 4980 Pequash Ave. ro Cutchogue, NY 11935 HD HD SEE DETAIL 18/S-1 OOC FOR ADDITIONAL STRAPS REQ.AT THIS HEADER 3 Structural 1st Floor A-300 Plan S- 102 1b A10/b- lob- F. 2 3 XY� .,ro, Structural trUC Ur �2�d�Floor ra JJrn,In_ 1 _0,�Ioo Jl/4�� 2020 Meryl Kramer Architect All Rights Reserved WALL SCHEDULE Issue Date: Set: 7/14/22 Permit Set SHEATHING SHEATHING FASTENING BLOCKING BOTTOM PLATE MARK STUDS PANEL PANEL REQ'D.ATALL FASTENING TO REMARKS LOCATION THICKNESSTYPE FASTENER EDGES FIELD PANEL EDGES FRAMING BELOW 2x4 AT 0.162 DIA.x3 1/2" PROVIDE SOLID 16"o.c. N/A N/A N/A N/A N/A N/A NIA NAILS AT 16"o.c. BLOCKING BETWEEN TUDS AT 48 o.c. MAX. 2x6 AT 0.162 DIA.x3 1/2" PROVIDE SOLID 16" o.c. N/A N/A N/A N/A N/A N/A NIA NAILS AT 16" o.c. BLOCKING BETWEEN TUDS AT 48"o.c. MAX. 2x6 AT EXTERIOR 1 1/2" 0.131 DIA.x3 1/2" 3"o.c. 6"o.c. YES 0.162 DIA.x3 1/2" PLAN NOTES: - - ----- -- --- 16 o.c. IDE OF STUDS HEATHIN(R-6) NAILS NAILS AT 6 o.c. 1. SHEATHING: rb 1.1 FLOOR: 3/4"APA RATED, SEE 14/S-100c �+ 2x6 AT EXTERIOR 0.131 DIA.x2 1/2" 0.162 DIA.x3 1/2" 1.2. ROOF: 5/8"APA RATED, SEE 15/S-100c ^�� ^�� HD 1/2" APA RATE 4"o.c. 6"o.c. YES 1.3. WALL: SEE WALL SCHEDULE AND 16/S-100c _-- - 16"o.c. IDE OF STUDS NAILS o.c. - ------- ,. .�.; BRED ARC 1/2 APA RATE 4 o.c. 12 o.c. YES 2. INDICATES NUMBER OF JACK AND KING STUDS. PROVIDE 1 ONE JACK STUD AND - -- - - ---- - - - EXTERIOR 0 131 DIA.x2 1/2 „ ` o y rt+�O1 �5� .tt KRq y�j 2x6 AT SIDE OF STUD 0.131 DAA.x2 1/2 „ „ ES NAILSILS 0.162 AT 3 o/c. O 16"o.c. INTERIOR " �� (1) ONE KING STUD AT EACH END OF EACH HEADER UNLESS NOTED OTHERWISE. 1/2 APA RATE 4 o.c. 12 o.c. Y C14i IDE OF STUD NAILS 3. EXTERIOR WALLS TO BE UNLESS NOTED OTHERWISE. ____ T�� _ LRU210Z R4TER HANGER N� Q' AT RIDGE�EAM,TYP. '9� 0.2480'L �Q _ F OF NEB HOLD DOWN SCHEDULE 2x10 RAFTERS AT 16"OBI 2x10 RAF FRS AT 16" O G MARK HOLD DOWN LOCATION ANCHOR ROD DETAIL CATHEDRAL CEILING ! 90b DIAMETER �ti+roGa0 N Drawing Legend: SIMPSON HDU5-SDS2.5 SECOND FLOOR WALL I 1 HD 5/8" DIA. 1/S-100a _ _ WITH ADHESIVE ANCHOR TO FIRST FLOOR WALL 0 O Wall To Be Removed + N x I Existing Wall To Remain New Wall SIMPSON HDU5-SDS2.5 FIRST FLOOR WALL Existing P.C.Foundation Wall HD WITH ADHESIVE ANCHOR TO FOUNDATION WALL 5/8" DIA. 2/S-100a - ("--"I New P.C.Foundation Wall SIMPSON HDU5-SDS2.5 FIRST FLOOR WALL EJ Existing CM Foundation W II HD 5/8" DIA. 3/S-100a \ . n x x , > 9 Ua WITH ADHESIVE ANCHOR TO FOUNDATION WALL New CMu Foundation Wall ——————— Lines Above SIMPSON HDU5-SDS2.5 FIRST FLOOR WALL _ -- -_ -- _ _- ----------- Lines Below HD 5/8 DIA. 1/S-100a WITH ADHESIVE ANCHOR TO BASEMENT WALL —.—.—.- Guidelines i 101 Door Tag SIMPSON HDU5-SDS2.5 BASEMENT WALL / III O g HD WITH ADHESIVE ANCHOR TO FOOTING 5/8" DIA. 3/S-100a o 2x10 RA IERS AT 16" O 2x10 RAFTERS AT 16" OCI 0 ^j 2x8 COLLAR TIES AT EVERY RAFTER PAIR N11 101 Window Tag - - - -- --- ------- --------- ---------- - ------- --- � x- Section X, _------------------ ---- /� i Sheet A-XXX -SEE PLAN BELOW �o FOR JACKS & KING STUDS PF� X Detail Tag s O i � v � 1&1 --- - - Elevation Tag - LVL -- ^ (3)_7 LVL 7-"f "- LVL _ _ I — — x Na C C � ifl ifl `- 2X10 xO x Interior Elevation TagS HD '7 7 p wXW 'I -� p �; SKYLIGHTj O LRU21OZ RAFTER HA GER - d T II I LL i GP L� N AT RIDGE BEAM,TYP. I X ,; „ X 019 / ..i h O 9 0 i ro O X 0 tx X O --►1 1 5 g," a + � HD N N �o `L J � � `L J a 2x10 ,, "� � d H DARR?DGE BEAMT YP.NGERS _G - -- -- -- - - - - - +`° c,Ge rt+ (2) 6' �/L ! - - 0 (2) 16' LVL SKYLIGHT % + Grp / M E R Y L K R A M E R �• f a r c h i t o c t C4 (O C 5 F- OPEN TO BELOW Q OPEN TO BELOW __ _�aa� �; dip � ! �G �- 2x10R F�EI AT16"O 2x10RAFTER AT 16' I X 260 HORTONS LANE -------- < -d' �_; POST OFFICE BOX 1600 C 0 0 ," o SOUTHOLD NY 1 1971 X x �'i �2x8 COLLAR TIES AT EVERY RAFTER PAIR x x I� N N CN1 6 3 1 - 4 7 7 - 8 7 3 6 ^i, \ m k a r c h i t e c t c o m ------__�3)7 t1A_-__L)& (3) 7-T LVL Fcc X I bps I Os�SG' I I � I 2x10 RAFTERS AT 16"0 2x10 RAFTERS AT 16" O / 1 I I � I -- -- ---- - ------------ - —- ---- - CATHEDRML CE ILI N G r I 1 ----- ------ -- -- -- -------- -- - -- - ------ - - -- - �� PQ i - - --- ------- --------- --------------___ -- -- - CC ^ LRU210Z RAFTER HANGER i I "I AT RIDGE 4EAM,TYP. ssOs'9��"'r, HD Lockwood _= {2) 9 1/4" LVL = 4980 Pequash Ave. \+61Cutchogue, NY 11935 Structural 2nd Floor Roof Plan 1 Structural Roof Framing Scale: 1/4" = V-0" r S- 103 © 2020 Meryl Kramer Architect All Rights Reserved