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�O4, SOUT lO Town of Southold * * P.O. Box 1179 53095 Main Rd Ulm Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46670 Date: 11/12/2025 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 55 S View Dr Orient, NY 11957 Sec/Block/Lot: 13.-3-12.1 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 12/27/2023 Pursuant to which Building Permit No. 50266 and dated: 01/29/2024 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: Additions and alterations to include conversion of existing screened porch, addition of new screened porch, deck additions, and outdoor shower to existing single-family dwelling as applied for. The certificate is issued to: Nancy Feldman Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 50266 8/12/2025 PLUMBERS CERTIFICATION: Chris Gevinski 9/08/2025 A tho ' d S' n tore Of MOPyo TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 50266 Date: 01/29/2024 Permission is hereby granted to: Nancy Feldman 19 E 88th St Apt 15A New York, NY 10128 To: Construct additions and alterations to an existing single-family dwelling to include conversion of existing screened porch,addition of new screened porch,deck additions, HVAC system and outdoor shower as applied for.Amended 7/10/25 to remove den ceiling and alter deck stairs. Premises Located at: 55 S View Dr, Orient, NY 11957 SCTM# 13.-3-12.1 Pursuant to application dated 12/27/2023 and approved by the Building Inspector. To expire on 07/30/2025. Contractors: Required Inspections: Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $644.00 CO-ALTERATION TO DWELLING $100.00 ELECTRIC -Residential $150.00 Amendment Fee $0 Total $894.00 Building Inspector TOWN OF SOUTHOLD o�SUFfO�,�co �a aye BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE o • � SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK,AUTHORIZED) Permit#: 50266 Date: 1/29/2024 Permission is hereby granted to: Feldman, Nancy 19 E 88th St Apt 15A New York, NY 10128 To: Construct additions and alterations to an existing single-family dwelling to include conversion of existing screened porch, addition of new screened porch, deck additions, HVAC system and outdoor shower as applied for. At premises located at: 55 S View Dr, Orient SCTM #473889 Sec/Block/Lot# 13.-3-12.1 Pursuant to application dated 12/27/2023 and approved by the Building Inspector. To expire on 7/30/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $644.00 CO-ALTERATION TO DWELLING $100.00 Total: $744.00 _yy Building Inspector jam'` TOWN OF SOUTHOLD FFQ(K `- BUILDING DEPARTMENT TOWN CLERK'S OFFICE ca at rh oy • oar SOUTHOLD, NY BUILDING PERMIT (THIS PER AIT MUST BE P THE PREMISES WITH ONE SET F APP VED LA S AN SPECIFICATIONS UNTIL FULL CO PLE 1 O TH WORK THORIZED) Permit#: 49109 Date: 4/11/2023 Permission is hereby gran\to:Feldman, Nan 19 E 88th St Apt 15A New York, NY 10128 To: Move electric panel and kitchen rewiring P 9 At premises located at: 55 S View Dr, Orient SCTM #473889 Sec/Block/Lot# 13.-3-12.1 Pursuant to application dated 4/11/2023 and approved by the Building Inspector. To expire on 10110/2024. Fees: ELECTRIC $175.00 Total: $175.00 Building Inspector I pF SO!/Tyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • O Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Nancy Feldman Address: 55 South View Dr City: Orient St: NY Zip: 11957 Building Permit#: 50266 Section: 13 Block: 3 Lot: 12.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Promaster Electric Corp License No: 59226ME SITE DETAILS Office Use Only Indoor 170 Basement �I Service rv—� Solar F Outdoor 1171 1st Floor 1✓, Pool r' Spa r Renovation 177 2nd Floor P—� Hot Tub 171, Generator F Survey rr . Attic Garage Battery Storage (— INVENTORY Service 1 ph PF Heat Duplec Recpt 29 Ceiling Fixtures Bath Exhaust Fan Service 3 ph F- Hot Water GFCI Recpt 5 Wall Fixtures 7 Smoke Detectors Main Panel 200A A/C Condenser 1 Single Recpt Recessed Fixtures 37 CO Detectors Sub Panel 100A A/C Blower 1 Range Recpt 50A Ceiling Fan Combo Smoke/CO 3 Transfer Switch 200A UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 15 4'LED Exit Fixtures Other Equipment: Fridge, Oven, DW, Micro, Hood, 200A Panel 30 Circuit/29 Used, 100A Sub Panel 30 Circuit/29 Used Notes: Whole House Renovation Inspector Signature: X Date: August 12, 2025 Sean Devlin Electrical Inspector sean.deviin(D-town.southold.nv.us 55SViewHouse Tel C. Town Hall Annex Telephone(831)7654802 54375 Main Road ® •� I P.O:Box 1179 ti Southold;NY 119T1-0959 BUILDING DEPARTMENT 'OWN,OF SOUTH-€ LD +C1E&TIFItCATION Date: q / r I I Building Permit No.�S Q l Owner: _ate I (Please print) Plumber: GPvn51y. ' (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 day 20,)T— . JESSICA HARRIS Notary Pjmc,�� ` ' county NOTARY PUBLIC-STATE OF NEW YORK No. OIHA6238964 Qualified In Suffolk County (} My COMMIANIOn 4ApUal ApIll 11, V r S E P 8 2025 Building Department Town of Southold � � I OEs0 vOeW # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 A Aq-t!5 5 a b 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: 6 DAT E 13 INSPECTOR %OF SOGTyo� # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 /17 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] F NDATION 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: O "A��MA_ rQA ML -T-r�fi) CAW O DATE l °( - INSPECTOR 0ES0UTyOlo # TOWN OF SOUTHOLD BUILDING DEPT. um,��`' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ]- FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [,4 ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ -.I RENTAL 7 MARKS: Porek 4 Inge b. moclCe vpin J add_e oGc�te. 5 OA 00���, d Loc er Food "�OATE INSPECTOR OF SO(/TyOlo * TOWN OF.SOUTHOLD BUILDING DEPT. MumN 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ]. FOUNDATION 2ND [ �INSU LATIOWCAULKING [ ] 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-10 02 S_ - INSPECTOR Of 50UTyO� TOWN OF S.OUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] 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: lG 47C CPit l 2.1% o /O.Q Qom/ //1 S/I�A/><I Slti N �ifLtl���d ��• DATE "a. c2S - INSPECTOR.- �� pF SOUTyO� �� s• v�tC (A) Or -- # # TOWN OF SOUTHOLD BUILDING DEPT., °`��oo►�N 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [: ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION . [ " ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION LA ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ WAWA-ION-- [ ] PRE C/O REMARKS: 5e 6n /aml P104 Acoked DATE t3 a.5 INSPECTOR �o�aOF SOUlyolo TOWN OF SOUTHOLD BUILDING DEPT. "'ouffm� 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) Im LECTRICAL (FINAL) [ ] CODE VIOLATION I ] PRE C/O [ ] RENTAL REMARKS: '�N�1�!� �wz E' Ao epj 1/906 DATE �2 �� INSPECTOR SOUTyolo # # TOWN OF SOUTHOLD BUILDING DEPT. `ycoum, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [7] R GH PLBG. FOUNDATION 2ND [ LATION/CAULKING FRAMING /STRAPPING [ L [ ] FIREPLACE-& CHIMNEY [ ] FIRE�SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ' [ ] CODE VIOLATION [ ] PRh C/O [ ] RENTAL ARKS: -090 144A, co-ld, DATE INSPECTOR 5©a.� 13 - `� - � a . l' 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 October 1, 2025 Mr. Mike Verity OCT Building Department 2025 L Town of Southold Town Hall P.O. Box 1179 saitrl;;Zg D?ip r°:srrnn Southold, NY 11971-0959 i ,,cur: of So, ti, ror, Feldman Residence-55 South View Orient, NY Dear Mr. Verity: As requested, I reviewed the work for the above referenced property for the building renovation on July 8, 2025. Based on my observations and to the best of my knowledge,the framing and strapping for the new addition and deck was installed in accordance with the proposed drawings, and the 2020 Building Code of New York State. Please call me if you have any questions or require additional information. Yours truly, 4 J. ondon, P.E. `�`60S f''1j'\y0 Qn 19.i- � is 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 October 28, 2025 Mr. Mike Verity Building Department Town of Southold Town Hall P.O. Box 1179 Southold, NY 11971-0959 Feldman Residence-55 South View Orient, NY Dear Mr.Verity: As requested, I reviewed the work for the above referenced property for the building renovation on July 8, 2025. Based on my observations and to the best of my knowledge, the foundation and deck footings, the framing and strapping for the new addition and the deck was installed in accordance with the proposed drawings, and the 2020 Building Code of New York State. Please call me if you have any questions or require additional information. Yours truly, `�,OF NE4, pSEPH Cpy�'P,f * o y r o✓ John J. Condon, P.E. c� 2 P' 081912 A��FESSIO�P\. N O V 1 0 2025 21u idin q Depabbr!"mea t East • • 1977 Main Road, Laurel NY 11948 CERTIFICATE OF PROJECT INFO: DATE OF INSTALL-4/10/2025 55 SOUTH VIEW DRIVE ORIENT, NY Location :Insulatfon Typo Inches R.V61ue ROOF RAFTERS 2LB CLOSED 5.5 NOMINAL R-38 CELL SPRAY FOAM ------------------------------------------------------- ----------------- ------- ----------------------------------••... ABOVE GRADE N/A EXTERIOR WALLS 2X6 ......................................................................................................................... ABOVE GRADE N/A EXTERIOR WALLS 2X6 ------•--•-•------••--•--- ...................................----.................................................... ... ABOVE GRADE 2LB CLOSED 3 NOMINAL R-22 EXTERIOR WALLS CELL SPRAY 2X4 FOAM --•-------------------------------------------------------------------------------------••--•-•-•-......-----•-•-•-••. RIM/BAND N/A N/A JOISTS BASEMENT N/A N/A N/A FOUNDATION WALLS ---•---•-------•-•----•---------------------------------------- ---•-----------•-------------------------................ THERMAL/ INTUMESCENT EXPOSED ATTIC IGNITION PAINT SPRAY FOAM BARRIER ........................•---..........................--•---........--------------....................................... FLOOR JOISTS FIBERGLASS 9.5 R-30 BAIT -------------------------------------- --------------------- ------------------------ ----------------------------------- WINDOW AND CAN FOAM LOW PERIMETER ALL DOOR FOAM EXPANSION WINDOWS AND SEALANT DOORS -----------------------------------------------------------•-- -------------------------------•---...........--•---•----- •--••••••---•-••-••--•----••------•.............•-•--•••----•••-•••-••--••••--•--••-••--•---------....----•--•--•••-••••- ---------------------------•--•--------...--•----•---- ---------• --------- --•-------------------------------------•-••. DATE OF FIRE-STOP:4/10/2025 a r e e 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 and or verified by architect and or HERS rater prior to install. DATE OF FIRE-STOP:4/10/2025 Feldman HVAC Load Calculations for Feldman S5' Sov7'14VJLrW Orient, NY 11957 RHIVACHF; A� �� Prepared By: Allison Starzee Star Mechanical P.O. Box 797 Cutchogue, NY 11935 631-734-6882 Friday, November 3,2023 Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2.50, and ACCA Manual D. 1 � Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Star Mechanical ' Feldman Cutcho ue, NY 1 1 935-21 30 Pa e 2 Project Report General Project Information Project Title: Feldman Designed By: Peter Marren Architect Project Date: Friday, November 3, 2023 Client Name: Feldman Client City: Orient, NY 11957 Company Name: Star Mechanical Company Representative: Allison Starzee Company Address: P.O. Box 797 Company City: Cutchogue, NY 11935 Company Phone: 631-734-6882 Company Fax: 631-734-6882 Company E-Mail Address: astarzee@gmail.com Design Data _ Reference City: Suffolk County AFB, New York Building Orientation: Front door faces North Daily Temperature Range: Medium Latitude: 40 Degrees Elevation: 67 ft. Altitude Factor: 0.998 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 10 9 n/a n/a 70 n/a Summer: 83 71 56% 50% 75 30 Check Figures Total Building Supply CFM: 881 CFM Per Square ft.: 0.635 Square ft. of Room Area: 1,387 Square ft. Per Ton: 588 Volume (ft'): 11,096 Building Loads Total Heating Required Including Ventilation Air: 50,275 Btuh 50.275 MBH Total Sensible Gain: 21,822 Btuh 77 % Total Latent Gain: 6,498 Btuh 23 % Total Cooling Required Including Ventilation Air: 28,320 Btuh 2.36 Tons(Based On Sensible+ Latent) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2.50, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\Users\admin\Downloads\Sorenson-Feldman.rh9 Friday, November 3, 2023, 2:12 PM Rhvac-Residential&Light Commercial HVAC'Loads Elite Software Development,Inc. Star Mechanical Feldman Cutcho ue,NY 11935-2130 Pa e 3 Miscellaneous Report System 1 Zone#1 Level 1 Outdoor Outdoor Outdoor Indoor Indoor . Grains Input Data Dry Bulb Wet Bulb'; Rel.Hum Rel.Hum Dry Bulb Difference Winter: 10 9 80% n/a 70 n/a Summer: 83 71 56% 50% 75 30.17 System 2 Zone#2`Level 2 Outdoor, ' Outdoor Outdoor Indoor' Indoor Grains Input Data Dry Bulb `Wet Bulb Rel.Hum,, Rel.Hum Dry Bulb Difference Winter. 10 9 80% n/a 70 n/a Summer: 83 71 56% 50% 75 30.17 Duct Sizing Inputs Main Trunk Runouts Calculate: Yes Yes Use Schedule: Yes Yes Roughness Factor: 0.00030 0.01000 Pressure Drop: 0.1000 in.wg./l00 ft. 0.1000 in.wg./l00 ft. Minimum Velocity: 0 ft./min 0 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: 0.450 AC/hr 0.230 AC/hr 83 CFM 43 CFM Infiltration Actual: 0.450 AC/hr 0.230 AC/hr Above Grade Volume: X 11,096 Cu.ft. X 11,096 Cu.ft. 4,993 Cu.ft./hr 2,552 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration: 83 CFM 43 CFM Total Building Ventilation: 0 CFM 0 CFM ---System 1--- Infiltration &Ventilation Sensible Gain Multiplier: 8.78 = (1.10 X 0.998 X 8.00 Summer Temp. Difference) Infiltration &Ventilation Latent Gain Multiplier: 20.47 = (0.68 X 0.998 X 30.17 Grains Difference) Infiltration &Ventilation Sensible Loss Multiplier: 65.84 = (1.10 X 0.998 X 60.00 Winter Temp. Difference) Winter Infiltration Specified: 0.450 AC/hr(48 CFM), Construction: Summer Infiltration Specified: 0.230 AC/hr(24 CFM), Construction: ---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: 0.450 AC/hr(35 CFM), Construction: Summer Infiltration Specified: 0.230 AC/hr(18 CFM), Construction: Duct Load Factor Scenarios for System 1 Attic Duct,. Duct.; Surface _ From No. Tye Description Location Ceiling Leakage. Insulation`,;: Area [T]MDD 1 Supply Attic 16B 0.12 6 215 No 1 Return Attic 16B 0.12 6 199 No Duct Load Factor Scenarios for System 2 Attic Duct Duct Surface From [No. Type Description Location Ceiling Leakage Insulation , Area [T]MDD 1 Supply Attic 16B 0.12 6 159 No 1 Return Attic 16B 0.12 6 88 No C:\Users\admin\Downloads\Sorenson -Feldman.rh9 Friday, November 3, 2023, 2:12 PM Rhvac-Residential&Light,Commercial HVAC Loads Elite Software Development,Inc. Star Mechanical .Feldman Cutcho ue,NY 11935-2130 Page 4 Load Preview Report Net ft.: Sen Lat Net Sen Sys ys Sys Act Duct Scope To /To Are GainGainGainLoss Htg CFM CFM CFM SiZ Building 2.36 588 1,387 21,822 6,498 28,320 50,275 618 881 881 System 1 1 A5 551, 797 13,337 4,013 17,350 29,721 362; 529: 529 8x1 Supply Duct Latent 123� 123 Return Duct 1,723 389: 2,112 1,921 Zone 1 797 11,614 3,501 15,115 27,801 362 529 529 8x1 4-Sunroom 183 2,929 710, 3,639 6,798 89 133 133 2-6 5-Living 169, 2,543, 705: 3248 6,157 80 116, 116 2-5 6-Kitchen 191 1,938 7111 2,649 5,080 66 88 88 1-6 7-Bath 1 55 1,458 661' 2,119 3,020 39 66 66 1-6 8-Den 199 2,745 714; 3,459 6,745 88 125 125 2--6 System 2 0.91 645' 590 8,485 2,485 10,970 20,553 256, 352 352 7x1 Supply Duct Latent 143. 143 Return Duct 767 171' 939' 869 Zone 2 590. 7,718 2,170 9,888 19,684 256' 352 352, 7x1 1-Bedroom 2 260, 3,058 747 3,805 8,059 105' 139 139 2-6 2-Bath 2 70 1,632 676 2,308 3,579 47. 74 74 1-6 3-Bedroom 1 260' 3,028 747' 3,775 8,046 105 138' 138 2-6 C:\Users\admin\Downloads\Sorenson-Feldman.rh9 Friday, November 3, 2023, 2:12 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Star Mechanical Feldman Cutcho ue,NY 11935-2130 Page 5 Duct Size Preview Room or Source Minimu Maximu Rough Desig SP Du Duc Htg Clg Act. Duct Reg Duct Name Velocitt Velocitl Facto L/10 Loss Veloci Lengt Flow Flow Flow Size Size System 1 Supply Runouts Zone 1 4Sunroom Built-In 0 750 0.01 0.1 339.9 89 133I 133 2-6 5-Living Built-In 0• 7501 0.01 0.1 424.9 80 011061 116 2-5 6-Kitchen Built-In 0 750 0.01 0.1 449.8 66 8S 88 1- 7-Bath 1 Built-In 0 750 0.01 0.1 338.4 39 66 66 1-6 8-Den Built-In 0 750 0.01 0.1 318.6 88 1 W_25I 125 2-6 Other Ducts in System 1 Supply Main Trunk Built-In 0 900t 0.0003 0.1 793.8 362 5291 529 8x12 System 2 _ Supply Runouts Zone 2 1-Bedroom 2 Built-In 0• 750 0.01 0.1 354.8 105 139 139 2-& 2-Bath 2 Built-In 0• 750 0.01 0.1 378.8 47M 74 1-6 3-Bedroom 1 Built-in 0 750 0.01 0.1. 351.3 105 136 138 2-6 _ Other Ducts in System 2 Supply Main Trunk Built-In 0 900 0.0003 0.1 723.4 256M 35 1 352 7x10 Summary System 1 Heating Flow: 362 Cooling Flow: 529 System 2 Heating Flow: 256 Cooling Flow: 352 C:\Users\admin\Downloads\Sorenson-Feldman.rh9 Friday, November 3, 2023, 2:12 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Star Mechanical Feldman Cutcho ue, NY 11935-2130 io Page 6 Total Building Summary.Loads Component Area,^ Sen Lat Sen. Total Description Quan Loss _ Gain Gain _ Gain 1 D-cv-o: Glazing-Double pane, operable window, clear, 228 7,795 0 3,504 3,504 vinyl frame, U-value 0.57, SHGC 0.56 4A-2a-d: Glazing-Double pane low-e(e=0.20 or less), 42 1,184 0 522 522 sliding glass door, a=0.20 on surface 3, wood with metal clad frame, outdoor insect screen with 50% coverage, U-value 0.47, SHGC 0.52 11 F: Door-Wood-Solid Core With Metal Storm, U-value 21 353 0 112 112 0.28 11A: Door-Wood-Hollow Core, U-value 0.47 105 2,960 0 940 940 13BA-Ofcw: Wall-Block, framing with R-11 in 2 x 4 stud 1456 7,689 0 731 731 cavity, filled core,wood studs, U-value 0.088 12B-6sw: Wall-Frame, R-11 insulation in 2 x 4 stud 967.6 3,715 0 513 513 cavity, R-6 board insulation, siding finish,wood studs, U-value 0.064 12B-Osw: Wall-Frame, R-11 insulation in 2 x 4 stud 499 2,904 0 828 828 cavity, no board insulation, siding finish, wood studs, U-value 0.097 16BR-19-ml: Roof/Ceiling-Under Attic with Insulation on 1387 4,078 0 2,923 2,923 Attic Floor(also use for Knee Walls and Partition Ceilings), unvented attic with radiant barrier, R-19 insulation, light metal, U-value 0.049 20P-19-c: Floor-Over open crawl space or garage, 1387 4,161 0 208 208 Passive, R-19 blanket insulation, carpet covering, U- value 0.05 Subtotals for structure: 34,839 0 10,281 10,281 People: 24 4,800 5,520 10,320 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 9,956 827 5,647 6,474 Infiltration: Winter CFM: 83, Summer CFM:43 5,480 871 374 1,245 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 --- --- -- ---- -.. ---------- -- ---- -....... - - - Total Building Load Totals: 50,275 6,498 21,822 28,320 Check Figures Total Building Supply CFM: 881 CFM Per Square ft.: 0.635 Square ft. of Room Area: 1,387 Square ft. Per Ton: 588 Volume (ft3): 11,096 ;;,Building Loads ` Total Heating Required Including Ventilation Air: 50,275 Btuh 50.275 MBH Total Sensible Gain: 21,822 Btuh 77 % Total Latent Gain: 6,498 Btuh 23 % Total Cooling Required Including Ventilation Air: 28,320 Btuh 2.36 Tons(Based On Sensible+ Latent) Notes - _ Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2.50, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\Users\admin\Downloads\Sorenson- Feldman.rh9 Friday, November 3, 2023, 2:12 PM al Light StarCut Mechanical NYe 1�935 2130 Commercial HVAC Loads Elite Software DevelopmFeldmInc..Nage Star Mechanical Feldman - - _ j Building Pie Chart Floor 8% Infiltration 11% Roof 8% Ductwork 20% Building Loss 50,275 _ Btuh Wall28% /r f Door 7% Glass 18% Roof 10 Floor 1% Infiltration 4% Wall 7% Ductwork 23% Building Gain Glass 14% 28,320 Btuh Door 4% People 36% C:\Users\admin\Downloads\Sorenson - Feldman.rh9 Friday, November 3, 2023, 2:12 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Star Mechanical Feldman Cutcho ue,NY 11935-2130 0 Page 8 Detailed Room Loads - Room 4 - Sunroom (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 12.0 ft. System Number: 1 Room Width: 15.3 ft. Zone Number: 1 Area: 183.0 sq.ft. Supply Air: 133 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 5.5 AC/hr Volume: 1,464 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 67 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 340 ft./min. Percent of Supply: 0 % Runout Air Velocity: 340 ft./min. Actual Winter Infil.: 10 CFM Actual Loss: 0.075 in.wg./100 ft. Actual Summer Infil.: 5 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain N-Wall-13BA-Ofcw 15.2 X 8 80 0.088 5.3 422 0.5 0 40 N -Wall-1213-6sw 12 X 8 76 0.064 3.8 292 0.5 0 40 N-Wall-12B-6sw 15.2 X 8 102 0.064 3.8 392 0.5 0 54 N -Wall-12B-6sw 12 X 8 96 0.064 3.8 369 0.5 0 51 N -GIs-1 D-cv-o shgc-0.56 100%S 20 0.570 34.2 684 15.4 0 307 N-GIs-1 D-cv-o shgc-0.56 100%S 20 0.570 34.2 684 15.4 0 307 N-GIs-4A-2a-d shgc-0.52 100%S 42 0.470 28.2 1,184 12.4 0 522 UP-Ceii-16BR-19 12 X 15.2 183 0.049 2.9 538 2.1 0 386 floor-20P-19 15.2 X 12 183 0.050 3.0 549 0.2 0 27 Subtotals for Structure: 5,114 0 1,734 Infil.: Win.: 10.5, Sum.: 5.4 436 1.583 690 0.108 110 47 Ductwork: 994 458 People: 200 lat/per, 230 sen/per_ 3 600 __ 690 Room Totals: 6,798 710 2,929 C:\Users\admin\Downloads\Sorenson -Feldman.rh9 Friday, November 3, 2023, 2:12 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Star Mechanical Feldman Cutcho ue, NY 11935-2130 Page 9 Detailed Room Loads - Room 5 - Living (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 13.0 ft. System Number: 1 Room Width: 13.0 ft. Zone Number: 1 Area: 169.0 sq.ft. Supply Air: 116 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 5.1 AC/hr Volume: 1,352 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 58 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 425 ft./min. Percent of Supply: 0 % Runout Air Velocity: 425 ft./min. Actual Winter Infil.: 10 CFM Actual Loss: 0.150 in.wg./100 ft. Actual Summer Infil.: 5 CFM Item Area -U- Htg ` Sen Clg Lat Sen Description Quantity Value, HTM Loss HTM Gain Gain N -Wall-12B-6sw 13 X 8 72 0.064 3.8 276 0.5 0 38 N -Wall-12B-6sw 13 X 8 88 0.064 3.8 338 0.5 0 47 N -Wall-13BA-0fcw 13 X 8 83 0.088 5.3 438 0.5 0 42 N -Wall-13BA-Ofcw 13 X 8 104 0.088 5.3 549 0.5 0 52 N-Door-11 F 3 X 7 21 0.280 16.8 353 5.3 0 112 N-GIs-1 D-cv-o shgc-0.56 100%S 16 0.570 34.2 547 15.4 0 246 N-GIs-1 D-cv-o shgc-0.56 100%S 16 0.570 34.2 547 15.4 0 246 N -GIs-1 D-cv-o shgc-0.56 100%S 16 0.570 34.2 547 15.4 0 246 UP-Ceil-16BR-19 13 X 13 169 0.049 2.9 497 2.1 0 356 Floor-20P-19 13 X 13 169 0.050 3.0 507 0.2 0 25 Subtotals for Structure: 4,599 0 1,410 Infil.: Win.: 10.0, Sum.: 5.1 416 1.582 658 0.108 105 45 Ductwork: 900 398 People: 200 [at/per, 230 sen/per: 3 600 690 Room Totals: 6,157 705 2,543 C:\Users\admin\Downloads\Sorenson -Feldman.rh9 Friday, November 3, 2023, 2:12 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Star Mechanical Feldman Cutcho ue,NY 11935-2130 Pa a 10 Detailed Room Loads - Room 6 - Kitchen (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 13.0 ft. System Number: 1 Room Width: 14.7 ft. Zone Number: 1 Area: 190.7 sq.ft. Supply Air: 88 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 3.5 AC/hr Volume: 1,525 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 88 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 450 ft./min. Percent of Supply: 0 % Runout Air Velocity: 450 ft./min. Actual Winter Infil.: 11 CFM Actual Loss: 0.130 in.wg./100 ft. Actual Summer Infil.: 5 CFM Item Area -U- Htg' Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain N-Wall-12B-6sw 14.7 X 8 101.3 0.064 3.8 389 0.5 0 54 N-Wall-12B-6sw 13 X 8 104 0.064 3.8 399 0.5 0 55 N -Wall-13BA-Ofcw 14.7 X 8 117.3 0.088 5.3 620 0.5 0 59 N -Wall-13BA-0fcw 13 X 8 104 0.088 5.3 549 0.5 0 52 N -GIs-1 D-cv-o shgc-0.56 100%S 16 0.570 34.2 547 15.4 0 246 UP-Ceil-1 6BR-1 9 13 X 14.7 190.7 0.049 2.9 561 2.1 0 402 Floor-20P-19 14.7 X 13 190.7 0.050 3.0 572 0.2 0 29 Subtotals for Structure: 3,637 0 897 Infil.: Win.: 10.6, Sum.: 5.4 443 1.581 700 0.108 111 48 Ductwork: 743 303 People_200 la_t/per, 230 sen/per__ _ 3 600 690 Room Totals: 5,080 711 1,938 C:\Users\admin\Downloads\Sorenson-Feldman.rh9 Friday, November 3, 2023, 2:12 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Star Mechanical Feldman Cutcho ue, NY 11935-2130 Page,11 Detailed Room Loads - Room 7 - Bath 1 (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 6.0 ft. System Number: 1 Room Width: 9.2 ft. Zone Number: 1 Area: 55.0 sq.ft. Supply Air: 66 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 9.1 AC/hr Volume: 440 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 66 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 338 ft./min. Percent of Supply: 0 % Runout Air Velocity: 338 ft./min. Actual Winter Infil.: 6 CFM Actual Loss: 0.074 in.wg./100 ft. Actual Summer Infil.: 3 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain N -Wall-13BA-Ofcw 9.2 X 8 67.3 0.088 5.3 356 0.5 0 34 N -Wall-13BA-Ofcw 9.2 X 8 73.3 0.088 5.3 387 0.5 0 37 N -Wall-13BA-Ofcw 6 X 8 27 0.088 5.3 143 0.5 0 14 N-Wall-12B-6sw 6 X 8 48 0.064 3.8 184 0.5 0 25 N-Door-11A 3 X 7 21 0.470 28.2 592 8.9 0 188 N-GIs-1 D-cv-o shgc-0.56 100%S 6 0.570 34.2 205 15.3 0 92 UP-Ceil-16BR-19 6 X 9.2 55 0.049 2.9 162 2.1 0 116 Floor-20P-19 9.2 X 6 55 0.050 3.0 165 0.2 0 8 Subtotals for Structure: 2,194 0 514 Infil.: Win.: 5.8, Sum.: 3.0 243 1.582 384 0.107 61 26 Ductwork: 442 228 People_ 200 lat/per, 230 sen/per: 3 __ 600 690 Room Totals: 3,020 661 1,458 C:\Users\admin\Downloads\Sorenson-Feldman.rh9 Friday, November 3, 2023, 2:12 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Star Mechanical Feldman io Cutcho ue, NY 11935-2130 Page 12 Detailed Room Loads - Room 8 - Den (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 13.0 ft. System Number: 1 Room Width: 15.3 ft. Zone Number: 1 Area: 199.3 sq.ft. Supply Air: 125 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 4.7 AC/hr Volume: 1,595 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 63 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 319 ft./min. Percent of Supply: 0 % Runout Air Velocity: 319 ft./min. Actual Winter Infil.: 11 •CFM Actual Loss: 0.066 in.wg./100 ft. Actual Summer Infil.: 6 CFM Item Area -U- Htg Sen` Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain N-Wall-12B-6sw 15.3 X 8 90.6 0.064 3.8 348 0.5 0 48 N -Wall-12B-6sw 15.3 X 8 101.6 0.064 3.8 390 0.5 0 54 N -Wall-12B-6sw 13 X 8 88 0.064 3.8 338 0.5 0 47 N -Wall-13BA-Ofcw 13 X 8 104 0.088 5.3 549 0.5 0 52 N -Door-11A 3 X 7 21 0.470 28.2 592 8.9 0 188 N-GIs-1 D-cv-o shgc-0.56 100%S 16 0.570 34.2 547 15.4 0 246 N-GIs-1 D-cv-o shgc-0.56 100%S 16 0.570 34.2 547 15.4 0 246 N-GIs-1 D-cv-o shgc-0.56 100%S 16 0.570 34.2 547 15.4 0 246 UP-Ceil-1 6BR-1 9 13 X 15.3 199.3 0.049 2.9 586 2.1 0 420 Floor-2013-19 15.3 X 13 199.3 0.050 3.0 598 0.2 0 30 Subtotals for Structure: 5,042 0 1,577 Infil.: Win.: 10.9, Sum.: 5.6 453 1.582 717 0.108 114 49 Ductwork: 986 429 People: 200 lat/per, 230 sen/per: 3 600 690 Room Totals: 6,745 714 2,745 C:\Users\admin\Downloads\Sorenson -Feldman.rh9 Friday, November 3, 2023, 2:12 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Star Mechanical Feldman Cutcho ue, NY 11935-2130 Page 13 Detailed Room Loads - Room 1 - Bedroom 2 (Average Load Procedure) General _ Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 20.0 ft. System Number: 2 Room Width: 13.0 ft. Zone Number: 2 Area: 260.0 sq.ft. Supply Air: 139 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 4.0 AC/hr Volume: 2,080 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 70 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 355 ft./min. Percent of Supply: 0 % Runout Air Velocity: 355 ft./min. Actual Winter Infil.: 14 CFM Actual Loss: 0.081 in.wg./100 ft. Actual Summer Infil.: 7 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity . Value HTM Loss HTM Gain Gain N -Wall-13BA-0fcw 13 X 8 104 0.088 5.3 549 0.5 0 52 N -Wall-12B-Osw 13 X 8 88 0.097 5.8 512 1.7 0 146 N -Wall-1213-0sw 20 X 8 144 0.097 5.8 838 1.7 0 239 N -Wall-13BA-Ofcw 20 X 8 139 0.088 5.3 734 0.5 0 70 N -Door-11A 3 X 7 21 0.470 28.2 592 8.9 0 188 N-GIs-1 D-cv-o shgc-0.56 100%S 16 0.570 34.2 547 15.4 0 246 N-GIs-1 D-cv-o shgc-0.56 100%S 16 0.570 34.2 547 15.4 0 246 UP-Ceil-1 6BR-1 9 20 X 13 260 0.049 2.9 764 2.1 0 548 Floor-20P-19 13 X 20 260 0.050 3.0 780 0.2 0 39 Subtotals for Structure: 5,863 0 1,774 Infil.: Win.: 14.1, Sum.: 7.2 528 1.756 927 0.119 147 63 Ductwork: 1,269 531 People: 200 la_t/per,_230 sen/per: 3 600 690 Room Totals: 8,059 747 3,058 C:\Users\admin\Downloads\Sorenson -Feldman.rh9 Friday, November 3, 2023, 2:12 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Star Mechanical Feldman Cutcho ue,NY 11935-2130 r Page 14 Detailed Room Loads - Room 2 - Bath 2 (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 7.0 ft. System Number: 2 Room Width: 10.0 ft. Zone Number: 2 Area: 70.0 sq.ft. Supply Air: 74 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 8.0 AC/hr Volume: 560 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 74 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 379 ft./min. Percent of Supply: 0 % Runout Air Velocity: 379 ft./min. Actual Winter Infil.: 7 CFM Actual Loss: 0.093 in.wg./100 ft. Actual Summer Infil.: 4 CFM Item Area -U- Htg' Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain N -Wall-13BA-0fcw 10 X 8 74 0.088 5.3 391 0.5 0 37 N -Wall-13BA-Ofcw 7 X 8 56 0.088 5.3 296 0.5 0 28 N -Wall-13BA-Ofcw 10 X 8 59 0.088 5.3 312 0.5 0 30 N-Wall-1213-0sw 7 X 8 56 0.097 5.8 326 1.7 0 93 N -Door-11A 3 X 7 21 0.470 28.2 592 8.9 0 188 N -GIs-1 D-cv-o shgc-0.56 100%S 6 0.570 34.2 205 15.3 0 92 UP-Ceil-16BR-19 7 X 10 70 0.049 2.9 206 2.1 0 147 Floor-20P-19 10 X 7 70 0.050 3.0 210 0.2 0 11 - ----------- ---- _ ---------- ----- ----------------- Subtotals for Structure: 2,538 0 626 Infil.: Win.: 7.3, Sum.: 3.7 272 1.754 477 0.121 76 33 Ductwork: 564 283 People: 200 lat/per, 230 sen/per: 3 600 690 -- - --._ -- - - --- - -- - --- -- - -_.. -- Room Totals: 3,579 676 1,632 C:\Users\admin\Downloads\Sorenson -Feldman.rh9 Friday, November 3, 2023, 2:12 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Star Mechanical Feldman Cutcho ue,NY 11935-2130 ___Pa Re 15 Detailed Room Loads - Room 3 -Bedroom 1 (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 20.0 ft. System Number: 2 Room Width: 13.0 ft. Zone Number: 2 Area: 260.0 sq.ft. Supply Air: 138 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 4.0 AC/hr Volume: 2,080 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 69 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 351 ft./min. Percent of Supply: 0 % Runout Air Velocity: 351 ft./min. Actual Winter Infil.: 14 CFM Actual Loss: 0.080 in.wg./100 ft. Actual Summer Infil.: 7 CFM Item Area -U- Htg" Sen' Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain N -Wall-13BA-Ofcw 20 X 8 160 0.088 5.3 845 0.5 0 80 N -Wall-12B-Osw 20 X 8 123 0.097 5.8 716 1.7 0 204 N-Wall-13BA-Ofcw 13 X 8 104 0.088 5.3 549 0.5 0 52 N -Wall-12B-Osw 13 X 8 88 0.097 5.8 512 1.7 0 146 N -Door-11A 3 X 7 21 0.470 28.2 592 8.9 0 188 N-GIs-1 D-cv-o shgc-0.56 100%S 16 0.570 34.2 547 15.4 0 246 N-GIs-1 D-cv-o shgc-0.56 100%S 16 0.570 34.2 547 15.4 0 246 UP-Ceil-16BR-19 20 X 13 260 0.049 2.9 764 2.1 0 548 Floor-20P-19 13 X 20 260 0.050 3.0 780 0.2 0 39 Subtotals for Structure. 5,852 0 1,749 Infil.: Win.: 14.1, Sum.: 7.2 528 1.756 927 0.119 147 63 Ductwork: 1,267 526 People: 200 lat/per, 230 sen/per_ 3 600 690 Room Totals: 8,046 747 3,028 C:\Users\admin\Downloads\Sorenson - Feldman.rh9 Friday, November 3, 2023, 2:12 PM Rhvac Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Star Mechanical 1 Feldman Cutcho ue,NY 11935-2130 Page 16 System 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 Vel Btuh Btuh CFM CFM ---Zone 1--- 4 Sunroom 183 6,798 89 2-6 340 2,929 710 133 133 5 Living 169 6,157 80 2-5 425 2,543 705 116 116 6 Kitchen 191 5,080 66 1-6 450 1,938 711 88 88 7 Bath 1 55 3,020 39 1-6 338 1,458 661 66 66 8 Den 199 6,745 88 2-6 319 2,745 714 125 125 Duct Latent 123 Return Duct 1,921 1,723 389 System 1 total 797 29,721 362 13,337 4,013 529 529 System 1 Main Trunk Size: 8x12 in. Velocity: 794 ft./min Loss per 100 ft.: 0.106 in.wg Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 1.45 77%/23% 13,337 4,013 17,350 Equipment Data Heating System Cooling System Type: Natural Gas Furnace Standard Air Conditioner Model: Indoor Model: Brand: Efficiency: 0 AFUE 0 SEER Sound: 0 0 Capacity: 0 Btuh 0 Btuh Sensible Capacity: n/a 0 Btuh Latent Capacity: n/a 0 Btuh C:\Users\admin\Downloads\Sorenson- Feldman.rh9 Friday, November 3, 2023, 2:12 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Star Mechanical Feldman ;Cutchogue,NY 11935-2130 Pagj 17 System 2 Room Load Summary Htg Min Run Run Clg Clg Min Act Room Area Sens Htg Duct Duct Sens Lat Clg Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM CFM ---Zone 2--- 1 Bedroom 2 260 8,059 105 2-6 355 3,058 747 139 139 2 Bath 2 70 3,579 47 1-6 379 1,632 676 74 74 3 Bedroom 1 260 8,046 105 2-6 351 3,028 747 138 138 Duct Latent 143 Return Duct 869 767 171 System 2 total 590 20,553 256 8,485 2,485 352 352 System 2 Main Trunk Size: 7x10 in. Velocity: 723 ft./min Loss per 100 ft.: 0.108 in.wg Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh. Btuh Btuh Net Required: 0.91 77%/23% 8,485 2,485 10,970 Equipment Data Heatinq System Cooling System Type: Natural Gas Furnace Standard Air Conditioner Model: Indoor Model: Brand: Efficiency: 0 AFUE 0 SEER Sound: 0 0 Capacity: 0 Btuh 0 Btuh Sensible Capacity: n/a 0 Btuh Latent Capacity: n/a 0 Btuh C:\Users\admin\Downloads\Sorenson -Feldman.rh9 Friday, November 3, 2023, 2:12 PM FIELD INSPECTION REPORT DATE COMMENTS ro r� FOUNDATION (1ST) -------------------------------------- FOUNDATION (2ND) O V1 �i Q , ny ROUGH FRAMING& -� PLUMBING r INSULATION PER N.Y. STATE ENERGY CODE t UM ti FINAL u golf ADDITIONAL COMMENTS `o z, oti�o� -7 qq 13 P fi-GD ✓ c /0(07 2Z -5• S - zt KSk-j Ce-eipt&v a. c ro, WW J - G2 -�-a -10- iv CrY10 C l I i k 4rAi s -Oki 8 S ®- t$ Y `ce-, ve-- k ro a � H �1 O Val � t" x e ro H TOWN OF SOUTHOLD—BUILDING DEPARTMENT s Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 � o Telephone(631)765-1802 Fax (631)765-9502 hqps://www.southoldtomm.jzov Date Received APPLICATION FOR BUILDING PERMIT f t For Office Use only PERMIT NO. Buildinglnspector: DEC 2 7 2023 • • Applications and forms must be fiillea o fin tl- iVentirety Incomplete N�a�Tt ryY(� ryT q p� d AJ�J 4.4JiS.d dS V t>.tl h.`\,E L v applications will not be accepted WW ethe Applicant is not the awneY,an P, Owner's Authorization.form(Page 2)shall be completed f Date:12.21.23 QINNER(S)' FP a Name Nancv Feldman scTM#1000-13-03-12 1 Project Address 55 South View Drive, Orient NY Phone# c� 11.. gS� `' t85 Email nsfnyc@gmail com Mailing Address: �� (✓�" Ny m�.. ._w_. .__.... ,.__�__l..�j....r.._i�!!�'r'�_... _8 _•. _ _w.�'c,. ___.. _.wt._..w..w._,..Ma__a.�_.._ _ __...�._N._ .�LO_.L.�_.....�,....._��....__. �CONTACT PERSON., , Name:JOan Chambers Mailing Address:PO Box 49 Southold NY 11971 Phone# 631 294-4241 anchambers10@gmail.com . DESIGN PROFESSIONAL INFORMATION Name Peter Marren �h.l_A.. _..._.._. Mailing Address:___..�_.4'.0•�.�60Pc 5 30_''. ._.©¢«-..w ...N y. I I of 5"7.�___._.___. _ .__�__ . .,.___.____•........' Phone# 917 992-5369 F!m7i�-l:.P.m@marrenandnewman.com _.. �..._. _ .._.. w...._. _. 'CONTRACTOK I'N FORMATI ON: Name: Mailing Address: Phone M Email: DESCRIPTION OFF PROPOSED CONSTRUCTION , El New Structure ®Addition BAlteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ [Will the lot be re-graded? []Yes ©No Will excess fill be removed from premises? []Yes RNo 1 4. PROPERTY INFORMATION Existing use of property:residential Intended use of property same Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R_40 this property? QYes ®No IF YES,PROVIDE A COPY. ® Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm crater 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 Laces,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 lawsi 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 210AS of the New York State Penal Law. Application Submitted By(print name):J®an Chambers ®Authorized Agent ❑Owner Signature of Applicant: Date: CONNIE D.BUNCH Notary Public,State of New York STATE OF NEW YORK) No. 01 BU6185050 Qualified in Suffolk County = Commission Expires April 14,2 �q COUNTY OF � Joan Chambers being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Agent (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this 20 ay of Ls ca,., Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) !, 1 VCane'y Feldman residing at do hereby authorize Joan Chambers to apply on my behalf to the Town of Southold Building Department for approval as described herein. .-� 1 Z 21 L Owne 's Signature bate NCLY) CY Felcirliae) Print wner's Name 2 •� C) l0 cci J A e d 4D OP 5 oc- �b OS�FF01 BUILDING DEPARTMENT- Electrical Inspector C IC II �U' TOWN OF SOUTHOLD o 01 all Annex- 54375 Main Road - PO Box 1179 0 APO 1 12023 Southold, New York 11971-0959 y� ao � a � ���PT le one (631) 765-1802 - FAX (631) 765-9502 1 ' T�VTNOFSO I p g errQ-southoldtownny.gov - seanda-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: LAG-a-1 Electrician's Name: i2q License No.: ,EEl�lec. email: Q 4-3 `�3 00 - Cp Elec. Phone No: r1l, Wg5p�4iP L(dl request an email copy of Certificate of Co pliance Elec. Address.: Ao al x� rae w JOB SITE INFORMATION (All Information Required) Name: �Q'Gl/GL�i�Ifii✓ Address: ,sue ��y�/' 62r€NT Cross Street: /LaWA,5 #1C"Z"S X-r 9 Phone No.: Bldg.Permit#: 0 email: Tax Map District: 1000 Section: Block: 3 Lot: �a I BRIEF DESCRIPTIPN O WORK, INCLUDE SQUARE F OTAGEJPJease Print Clearly): Square Footage: yor, Circle All That Apply: Is job ready for inspection?: ❑ YES U '"O ❑Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES DN-0 Issued On Temp Information: (All information required) Service Size�Ph❑3 Ph Size: A # Meters T Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground verhead # Underground Laterals 1 R2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION gUfFO( BUILDING DEPARTMENT- Electrical Inspector O� CMG , TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 ja mesh(c-southoldtownny gov — seand(absoutholdtownny.4ov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (AII Information Required) Date: 03 - 21- 2 S Company Name: 0ft1t,5kC( �� �'�' Col Electrician's Name: raysjq 6nc2• License No.: 11Z 5?2 2 6 Elec. email: somas r =c r1•c ©ri'�' cr�r►� Elec. Phone No: 973 S$3 q-f/# 1 request an email copy of Certificate of Compliance Elec. Address.: P.0 f3g)e 42S �c,--n po s JOB SITE INFORMATION ( I Information Required) n lmc� Name: Connv,� !v Address: SS SoU�h vfcu) L)fiuc. U tc_vO DY It�5 Cross Street: Phone No.: 631 2l-6 32 3 Q. Bldg.Permit #: 60266 email: Tax Map District: 1000 Section: Block: 7f> Lot: ( , BRIEF DESCRIPTION OF WORK, IINCLUDE SQUARE FOOTAIG� (Please Print Clearly): o n Tri n c�fcH �� -hl0e CLn ruse derv►C�C��f�Yl Square Footage:_1 £3`Oa Circle All That Apply: A Is job ready for inspection?: YES ❑ NO Rough InIA ❑ Final Do you need a Temp Certificate?: ❑ YES[�O Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect[]Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y FIN Additional Information: PAYMENT DUE WITH APPLICATION 3�4 60 fir" SUf p BUILDING DEPARTMENT- Electrical Inspector ��0� CGGyn TOWN OF SO.UTHOLD = '` Town Hall Annex - 54375 Main Road - PO Box 1179 o y Southold, New York 11971-0959 p�,��� Telephone (631) 765-1802 - FAX (631) 765-9502 �, ., <, jamesh(c-southoldtownny.gov — seand(.southoldtownny.gov � APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ail Information Required) Date: Q 3 - 21-- 25 Company Name: Romatis[Cf F�_-Jrre- GI Electrician's Name: Faos,fq �6pc2. License No.: /1,5 5?22 6 Elec. email: �vmns r� �c ric ©yrar' ,cnn�► Elec. Phone No: 973 S$3 qy-I# Elf-request an email copy of Certificate of Compliance Elec. Address.: % 0 i3,9,, �25 Gc�=h p Q s JOB SITE INFORMATION ( 1 Information Required) Name: pmcjc14 roCIO Address: GS &Jh Ufew r iuC. is,14 MY 1115� Cross Street: Phone No.: 631 Z=t6 .3 2 3 ?. BIdg.Permit #: 60266 email: Ta4 Map District: 1000 Section: Block: Lot: I IL BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAG (Please Print Clearly): II I �O`�h (�fri✓t�. ��fc�n d� iron I' Square Footage: SOD Circle All That Apply: Is job read for inspection?- YES NO D}Rough in Final J Y P � ❑ Lr J Do you need a Temp Certificate?: ❑ YES F,--JNO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION 3 2 ��' �60 C-e- c l'C j (_V 10 C.c PERMIT# n Address: Switches Outlets G F I's Surface Sconces H H's . UC Lts Fridge HW POOL Fans Mini Fr. W/D Panel Pump Exhaust Oven�v� Sump Heater Trnsfmr Smokes DW Generator Salt Gen. Carbon Micro I GrbDis Water Bond Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo Cooktop Minisplit Blower AC1 AH Hood I Blower Service Ampou Have Usecl2,0i Sub Amps`' Have Used Comments RVEY OF DESC IBED PROPERTY SITUATE A T ORIENT TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C.T.M.DIST.:1.000 SEC.:13 BLK.:03 LOT. 12.1 ��/ 15 8 0 15 30 45 60 75 90 105 120 135G i a / r SCALE: 1"=30' DATE:JANUARY24, 2021 v /� LOT AREA:25,021 SQ.FT. =0.574 ACRE /��� � y0p �/� �`s�' ` — ELEVATIONS HEREON REFER TO NA VD 1988 / / V ' �y / G �`' /'�Z 11 V °p0 r i qa O DIGITAL RELAS _-- -7 2--l4klkz 0 Stogy' tzi /—— CERTIFIED TO:NANCY FELDMAN / �o / ——— ——— z °� 03 ° X8 / bro JOB NO.:2020-267 ./ / /�'76 MAP NO.: REVISIONS. ADD TOPOGRAPHY&ELEVATIONS 2125121 050538 9 O ex Ilk 0.11 ( /o` 62 �p�Fps JEFFREY W.HADERER L.S. NYS L/C.NO.:050538 l � 5 r G-L,•.5. / N�snEiEA E°OP sNsRE`r 1°RTN u E°u SETNR s UroLNvac AREY �TW,IL" UBGIEM nu°suRV ° rorvAT i NZW FOn C PRORERVLE APR PRitl USEAWTNEREFO a °rInnroumN cRmTlw rEWMAI WALL&PLS.MCA NTM LAND SURVEYING aREag a°mn°N5 T°EW mv°s SUCCESSOR TO HANDSONSURMYNG,AIARTIND.HANDL.S "uTH & =.VGR IMAUn MR ALTEWMA ORA°WTRW 188 W.MONTA UK HIGHWAI, UNIT E3 � �ISAN°GTRW LR HAMPTONBAYS,NEW YORK 11946 SELn6V TAf LR iHENEW Ud RTATE (V)631-369-8312-(F)631-369-8313 °��smswu NET N° nlEUfa)EVRYEV°RSIW SEAL°R EDWAVLSEALECOV. BEL°NSIDRE° ro REA VAND nnELLP/ email ttvinforkslandsurve 400.com L6 RGMVSNOLaTEONERUJRALLRUN °YLY ro THE PER.SgYrS)roR W1A)Y ISPRFDARM THE SURVEY °V HISBFHA'ro THE nrtEcairaw.°°vE+awualraAREvcraN° COPIES OF THIS SURVEY MAP,EITHER PAPER OR ELECTRONIC,NOT BEARING ` °R�nTu awuSTE°NEREa¢aw THE LAND SURVEYORS INKED SEAL OR EMBOSSED SEAL SHALL NOT BE T°TNEAbSSkM pFnORSORVUa= T°Tlay.raannuncwsAr,EnrorrRANsraue� ro a°aTroNx Rlsnnm°Ns oR suEsca uwr °wNars CONSIDERED TO BEA VALID COPYAND SHALL NOT BE USED FOR ANY PURPOSE. Generated by REScheck-Web Software Compliance Certificate Project Feldman Residence Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: 2023-12-21TO5:00:00.000Z Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 55 SOUTH VIEW John Condon Orient, NY 11957 Condon Engineering, PC 1755 Sigsbee Road Mattituck, NY 11952 16312981986 condon77173@optonline.net Compliance: 2.7%Better Than Code Maximum UA: 223 Your UA: 217 Maximum SHGC: 0.40 Your SHGC: 0.40 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: Cathedral Ceiling 1,101 33.0 2.0 0.029 0.026 32 29 Wall: Wood Frame, 16" o.c. 447 21.0 2.0 0.050 0.060 10 12 Window: Wood Frame 250 0.350 0.320 87 80 SHGC: 0.40 Wall 2:Wood Frame, 16" o.c. 145 21.0 2.0 0.050 0.060 6 7 Window: Wood Frame 20 0.350 0.320 7 7 SHGC: 0.40 Wall 3:Wood Frame, 16" o.c. 200 21.0 2.0 0.050 0.060 4 4 Window: Wood Frame 128 0.350 0.320 45 41 SHGC: 0.40 Floor:All-Wood Joist/Truss 916 33.0 2.0 0.028 0.047 26 43 Project Title: Feldman Residence Report date: 12/21/23 Data filename: Page 1 of10 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 been desi ned to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory re i i d in REScheck Inspection Checklist. John J Condon, PE Name-Title Signaf Date Project Title: Feldman Residence Report date: 12/21/23 Data filename: Page 2 of10 REScheck Software Version : REScheck-Web 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-Inspection/Plan Review Value Value Complies? Comments/Assumptions &Req.ID 103.1, ;Construction drawings and ❑Complies 103.2 ;documentation demonstrate IE]Does Not [PR1]1 ,energy code compliance for the IE]Not building envelope.Thermal []Not Observable - , ". - Applicable ' envelope represented on r ;construction documents. 103.1, ;Construction drawings and E ❑Complies 103.2, :documentation demonstrate ; ❑Does Not 403.7 ;energy code compliance for [PR3]1 lighting and mechanical systems 1❑Not Observable ;Systems serving multiple UNot Applicable ;dwelling units must demonstrate #i ;compliance with the IECC i ;Commercial Provisions. 302.1, Heating and cooling equipment is: Heating: Heating: ;❑Complies 403.7 ;sized per ACCA Manual S based Btu/hr Btu/hr ;❑Does Not [PR2]2 on loads calculated per ACCA Cooling: Cooling: :[:]Not Observable �g Manual j or other methods ; Btu/hr ; Btu/hr ; }approved by the code official. ❑Not Applicable ; ; Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Feldman Residence Report date: 12/21/23 Data filename: Page 3 of10 Section # Foundation Inspection Complies?; Comments/Assumptions & Req.ID 303.2.1 ;A protective covering is installed to ElComplies [FO11]2 protect exposed exterior insulation ;❑Does Not to ;and extends a minimum of 6 in. below []Not Observable grade. ❑Not Applicable 1 403.9 ;Snow-and ice-melting system controls;❑Complies [FO12]2 Iinstalled. ;❑Does Not i !❑Not Observable 5 ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Feldman Residence Report date: 12/21/23 Data filename: Page 4 of10 Section' Plans Verified. Field Verified f# ' Framing/Rough,ln.Inspection Value Value Complies?' . Comments/Assumptions .&.Req.ID 402.1.1, ;Glazing U-factor(area-weighted ; U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.1, average). ;❑Does Not ;table for values. 402.3.3, ' 402.5 ; �❑Not Observable ; [FR2]1 ; ;❑Not Applicable 303.1.3 ;U-factors of fenestration products': [ Complies ; [FR4]1 :are determined in accordance []Does Not U ;with the NFRC test procedure or taken from the default table.:taken Observable ❑Not Applicable ; 402.4.1.1 Air barrier and thermal barrier 1❑Complies ; [FR23]1 :installed per manufacturer's j❑Does Not ;instructions. I J❑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 101/1.5.2/A440 ❑Not Observable ; ,or has infiltration rates per NFRC :400 that do not exceed code ❑Not Applicable ,limits. 402.4.5 IC-rated recessed lighting fixtures . ❑Complies [FR16]2 ;sealed at housing/interior finish ❑Does Not ,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 ❑Complies [FR12]1 :insulated >= R-8 where duct is ❑Does Not >= 3 inches in diameter and >_ ❑Not Observable ; ;11-6 where < 3 inches.Supply and ;return ducts in other portions of ❑Not Applicable ,the building insulated >= R-6 for f diameter>= 3 inches and R-4.2 p ;for<3 inches in diameter. 403.3.2 (Ducts, air handlers and filter ❑Complies [FR13]1 :boxes are sealed with ❑Does Not ;joints/seams compliant with IUD ❑Not Observable ; .International Mechanical Code or ;International Residential Code,as , ❑Not Applicable ; :applicable. 403.3.5 )Building cavities are not used as []Complies [FR15]3 ducts or plenums. ❑Does Not J#❑Not Observable ; , ❑Not Applicable 403.4 !HVAC piping conveying fluids ; R- ; R- :❑Complies ; [FR17]2 'above 105 °F or chilled fluids ;❑Does Not below 55°F are insulated to >_R- ' ;3 :❑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]2 ;❑Does Not ; ;❑Not Observable ; ;❑Nat 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 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Feldman Residence Report date: 12/21/23 Data filename: Page 5 of10 Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Feldman Residence Report date: 12/21/23 Data filename: Page 6 of10 Section Plans4erified Field Verified Insulation Inspection Complies? m Coments/Assumptions & Req.ID Value Value, 303.1 ;All installed insulation is labeled []Complies [IN13]2 or the installed R-values ❑Does Not provided. { j �J ❑Not Observable ❑Not Applicable 402.1.1, ;Floor insulation R-value. ; R- R- ;❑Complies ;See the Envelope Assemblies 402.2.6 ;❑ Wood ',❑ Wood ;❑Does Not table for values. [IN1]1 ;❑ Steel ;❑ Steel :❑Not Observable J ; ;❑Not Applicable ; 303.2, ;Floor insulation installed per I❑Complies 402.2.8 :manufacturer's instructions and ;❑Does Not [IN2]1 :in substantial contact with the 0 ;underside of the subfloor,or floor []Not Observable ;framing cavity insulation is in f❑Not Applicable contact with the top side of ; ;sheathing, or continuous ;insulation is installed on the I •• 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 1/2 of the ;❑ Wood ;❑ Wood ;❑Does Not ;table for values. 402.2.E ;wall insulation on the wall ❑ Mass ;❑ Mass UNot Observable [IN3]1 exterior,the exterior insulation requirement applies(FR10). ;❑ Steel ;❑ Steel ;❑Not Applicable 1 ; 303.2 ;Wall insulation is installed per ; ', • "' }❑Complies [IN4]1 manufacturer's instructions. ";❑Does Not []Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Feldman Residence Report date: 12/21/23 Data filename: Page 7 of10 Section Plans Verified. Field Verified , # Final Inspection Provrsrons' Complies? Comments/Assumptions & Req.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 ;❑ Steel ;❑Not Observable ; 402.2.6 [Fill' ;❑Not Applicable , 303.1.1.1,;Ceiling insulation installed per E ❑Complies 303.2 ;manufacturer's instructions. ❑Does Not [FI2]1 ;Blown insulation marked every " ❑Not Observable ; 300 ft2. u. ❑Not Applicable r 402.2.3 ;Vented attics with air permeable °❑Complies [FI22]2 insulation include baffle adjacent 1 "` ❑Does Not to soffit and eave vents that extends over insulation. ❑Not Observable ❑Not Applicable ; 402.2.4 Attic access hatch and door R- ; R- ;❑Complies 1 [17I3]1 insulation>_R-value of the i UDoes Not ; ;adjacent assembly. ❑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 <=3 ach in Climate Zones 3-8. ; ❑Not Observable ❑Not Applicable 403.3.3 ;Ducts are pressure tested to cfm/100 ; cfm/100 ;❑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 enclosure if installed at time of test. Postconstruction test:Total leakage measured with a ; pressure differential of 0.1 inch w.g.across the entire system including the manufacturer's air ; I 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 ft2 ft2 ;❑Does Not <=3 cfm/100 ft2 without air ; ;handler @ 25 Pa. For rough-in ;❑Not Observable ;tests,verification may need to ;❑Not Applicable ; ;occur during Framing Inspection. ; 403.3.2.1 ;Air handler leakage designated ❑Complies [FI24]1 :by manufacturer at<=2% of ❑Does Not ;design airflow. f ❑Not Observable ❑Not Applicable 403.1.1 Programmable thermostats ❑Complies ; [FI9]2 installed for control of primary ❑Does Not ,heating and cooling systems and [.` []Not Observable 'initially set by manufacturer to ;code specifications. ❑Not Applicable 403.1.2 :Heat pump thermostat installed ❑Complies [FI10]2 Ion heat pumps. ❑Does Not ❑Not Observable ; ❑Not Applicable 403.5.1 ;Circulating service hot water ❑Complies [17I11]2 ;systems have automatic or ❑Does Not ;accessible manual controls. ❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 13 IlLow Impact(Tier 3) Project Title: Feldman Residence Report date: 12/21/23 Data filename: Page 8 of10 Section '' Plans Verified Fiel ptions d Verified- #f Final Inspection Provisions Value Value Complies? Comments/Assum' & Req.ID 403.6.1 Al mechanical ventilation.system# ❑Complies [F125]2 ifans not part of tested and listed ❑Does Not HVAC equipment meet efficacy ❑Not Observable ' ;and airflow limits per Table > R403.6.1. Not Applicable 403.2 ;Hot water boilers supplying heat 0complies [F126]2 through one-or two-pipe heatingDoes Not ;systems have outdoor setback 1 ;control to lower boiler water ]ONot Observable :temperature based on outdoor ❑Not Applicable temperature. 1 403.5.1.1 `Heated water circulation systems ❑Complies [F128]2 ',have a circulation pump.The ❑Does Not ;system return pipe is a dedicated ; !return pipe or a cold water supply )❑Not Observable pipe. Gravity and thermos- tt ❑Not Applicable ;syphon circulation systems are k not present.Controls for ;circulating hot water system :pumps start the pump with signal ;for hot water demand within the ;occupancy. Controls automatically turn off the pump { ;when water is in circulation loop is at set-point temperature and no demand for hot water exists. 1 403.5.1.2 Electric heat trace systems . ❑Complies [F129]2 ;comply with IEEE 515.1 or UL ❑Does Not 515. Controls automatically adjust the energy input to the ❑Not Observable heat tracing to maintain the ❑Not Applicable desired water temperature in the 'piping. 403.5.2 ;Demand recirculation water ❑Complies [F130]2 ;systems have controls that ,❑Does Not :manage operation of the pump land limit the temperature of the ❑Not Observable ;water entering the cold water III❑Not Applicable piping to <= 1049F. 403.5.4 ;Drain water heat recovery units [F131]2 !tested in accordance with CSA ! ❑Does Not 855.1. Potable water-side ( " ,4 ❑Not Observable 1 +pressure loss of drain water heat ;recovery units< 3 psi for ❑Not Applicable !individual units connected to one 1 ;or two showers. Potable water- side pressure loss of drain water (' !heat recovery units < 2 psi for i 1 :individual units connected to ;three or more showers. 404.1 ;90%or more of permanent ❑Complies [F16]1 fixtures have high efficacy lamps. ❑Does Not i❑Not Observable 1 ❑Not Applicable 404.1.1 ;Fuel gas lighting systems have ❑Complies [FI23]3 no continuous pilot light. ❑Does Not i ) ❑Not Observable ❑Not Applicable 401.3 ;Compliance certificate posted. 113complies [FI7]2 ❑Does Not ]E]Not Observable ❑Not Applicable 1 High Impact (Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Feldman Residence Report date: 12/21/23 Data filename: Page 9 of10 1 Section Plans Verified. Field Verified , # Final Inspection Provisions Complies? Comments/Assumptions & Req.ID Value Value 303.3 'Manufacturer manuals for ❑Complies [FI18]3 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: Feldman Residence Report date: 12/21/23 Data filename: Page 10 of10 2018 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 23.00 Below-Grade Wall 0.00 Floor 35.00 Ceiling / Roof 35.00 Ductwork (unconditioned spaces): Glass & Door Rating U-Pactor SHGC Window 0.35 0.40 Door ffealtinling Equipment • Co. Heating System. Cooling System: Water Heater: Name: Date: Comments lRoa..d SEMT Lu Ab -Fcc, E F 0 u 3'_0'� 1-01, —15'—91 20'— 1 — 1 /4" 15'-3-5/8" 2 EXIST.. EXIST ju NEW AC FLOOR VENTS TYP. I ui rr EXIS I ING DEN REMOVE CEILING. EXIST. ROOF FRAMING 4z TO REMAIN. ADD INSUL. Ix LLI EXIST. ENTRY PORCH NO PROPOSED ALTERATIONS E LLJ 8 8 I �.._. C�J EXIST. EXIST. EXIST. ENTRY DOOR EXI ING FLOG ING AIR RETURN I— I u TO REMAIN J FLOORING V_ NEW AC FLOOR VENTS TYP. EXIST. is . EXIST. CLOSET SHO ER CLOSET 1.2 UJ0 RELOCATED EXIST. WINDOW ENTRY HALL Lu I REMOVE AND REPLACE FINIS6HED FLOORING W/ NEW 1X4 SOLID OAK -REMOVE WINDOW z EXIST.BATHROOM (PATCH WALL) E NO PROPOSED ALTERATIONS 00 F_ 0 0 0 FLOORING REMAINS D _1 - B u_ i 3: Z �171 LIVING ROOM w — 71 z 0 (_D-O 6 REMOVE AND REPLACE FINISHED FLOORING Lu 0 EXISTIN W/ NEW 1X4 SOLID OAK LAV NEW --- --- — ----- NEW FIREPLA E NO WO K < < NEW AC FLOOR VENTS TYP. A > U_1 w Lu REF. -- — — — — — — — — — — w 0 NEW HEADERS & BEAM. 10 .. ........._.. Q -- ... ....... 7- COORDINATE ALL NEW WORK 2 W/ STRUCTURAL DWGS. 13'-0" 5'-6 < =�L_ — '.: I - . . 1. .ALIGN 1 :5 < ...................... ..............._LL LL, ALIGN Z� w -----...................._........I.........._.._.._.._ ............... .......... .......................... I KITCHEN SUNROOM 0 DINING ROOM REMOVE EXIST. TILES & REPLACE WITH NEW 1X4 SOLID OAK TO ALIGN WITH & PAINTED WOOD CEILING W Ou"). n NEW FINISHED FLOOR TO BE 1X4 SOLID OAK REMOVE AND REPLACE FINISHED FLOORING MATCH ADJOINING FLOORING cf)r M —_——__7--_—_ __�-_-_ AC I TYE r p BA ;7 < --""'-SCREENED'-- TO ALIGN WITH AND MATCH ADJOINING W1 NEW 1X4 SOLID OAK Liu ........................... PORCH........ co . ................................................................................................................... 0. Li — — — — — — — — — — —_-EXPOSED ROOF FRAMING,_ WOOD CEILING 0 10 .. .................. 5/4x6 GARAPA DECKING TYP........... ............. .... .. NEW STRUCTURAL RIDGE NEW DROPPED BEAMS I_NEW FLUSH BEAM RANGE ------ w COORDINATE ALL NEW WORK COORDINATE ALL NEW WORK I !U) I i COORDINATE ALL NEW W/ STRUCTURAL DRAWINGS. W/ STRUCTURAL DRAWINGS. WORK W/ STRUCTURAL . ................ - 11 DWGS. 0 0 0 E I)N > XIST FIREP LA No WO WITH ly �o -----------I------ uj AC IN BASI TYP. x ....... .. ....................... 2'-1 ..I............ .. ............................ 15'-3" _8 3' 2 -5 -2 IT o FIXED L ..F1 . ......... . ..... NEW COILS. FIXED: .......... PASSIVE . ..... . .......... ...... ........ ...... .......... ........... ......... ....U CTURA,__DWGS -------- EXIST. EXIST. EXIST. ................... .......... .......... ................. ............ .......................... ......................... ................ ............................ .................. ..........I.......I.......................... ................ 8 O 8-- --------- ----------------- - ------------------------ 0 5/4x6 GARAPA DECKING TYP. EXISTING BAY WINDOW .......... .................................... ...................................... ....... ................................................. ....................... .............................._---- ..................... ........................................................................... .......................I............... ------- REPAIR AS REQ. .A................................................... ........................... .............. -.1............. ........................................ .................................. ....................... ............ < ---------- ....... ------------------- ft E .......................... ......... ................. ....................... ----------------- (L.7 NEW ................... ................. ........................................ Z C\i 1r* OUTDOOR 0 SHOWER .1 ............................................................. ............................. .................... .................... ....................... ......................................... L 2 2025 ................. .............. NEW CABLE RAIL SYSTEM ....................................................................... ...................... ......................................... ............................................................................... .......... Z co Qr Cout"Joict Lli I 0 fy CD 1> WINDOW SCHEDULE DOOR SCHEDULE O � TYPE NOTES TYPE NOTES EXIST. DOUBLE HUNG UNIT LIVING ROOM NORTH ANDERSON A SERIES (2)DOORS DINING RM SOUTH 18'-1 19'-4 EXIST. 1 .0 32x53 NEW A 64x83 LEFT:PASSIVE, RIGHT:ACTIVE EXIST. DOUBLE HUNG UNIT LIVING ROOM NORTH ANDERSON A SERIES (3)DOORS EXIST. 1 . 1 32x53 NEW B 98x83 LEFT:ACTIVE,CENTER:FIXED,RIGHT:ACTIVE DINING RM SOUTH EXIST. 1 .2 EXIST. DOUBLE HUNG UNIT RELOCATED LIVING ROOM WEST NEW C ANDERSON A SERIES (4) DOORS SUN RM SOUTHA 102 RE-USED 28x53 181x96 LEFT:FIXED,CENTER:ACTIVE,CENTER:ACTIVE,RIGHT:FIXED NEW ANDERSON A SERIES CASEMENT SUNROOM NORTH ANDERSON A SERIES (4) DOORS SUN RM WEST NEW 2.0 ACW 2450 28"x6O" LEFT NEW D 142x96 LEFT:F IXED,CENTER:ACTIVE, CENTER:ACTIVE,RIGHT:FIXED. FIRST IFIRST FLOOR PLAN NEW 2. 1 NEW ANDERSON A SERIES CASEMENT SUNROOM NORTH NEW E CUSTOM BUILT SCREENED DOOR SCREENED PORCH SOUTH ACW 2450 28"x60" RIGHT 2'-9"x8'-0" VERIFY DIM. ON SITE REV. 6 . 25 . 25 EXIST. 3.0 EXISTING CASEMENT UNIT KITCHEN BAY WINDOW SOUTH NEW CUSTOM BUILT ENED DOOR SCREENED PORCH WEST FLOOR 25x40 F 3O" VEREYED FY DIM. ON SITE EXIST. 3. 1 EXISTING FIXED UNIT KITCHEN BAY WINDOW SOUTH CUSTOM FIXED GLASS PANEL SUN RPVl WEST PLAN 25x4O NEW GTO ALIGN W/ SLID. DOOR "D" EXIST. 3.2 EXISTING CASEMENT UNIT KITCHEN BAY WINDOW SOUTH NEW H CUSTOM FIXED GLASS DOOR PANELSD SUN RN4 WEST I 25x4O TO ALIGN / SLID. EXIST. 4.0 EXISTING DOUBLE HUNG UNIT BATHROOM EAST 27x44 11 . 15 . 23 EXIST. 5.0 EXISTING DOUBLE HUNG UNIT DEN EAST 32x53 NOTE: EXIST. 5. 1 EXISTING DOUBLE HUNG UNIT DEN NORTH 12 . 4. 23 32x53 CONTRACTOR TO VERIFY ALL FIELD DIMENSIONS EXIST. 5.2 EXISTING DOUBLE HUNG UNIT DEN NORTH 32x53 RE 6 . 25 . 25 1 1�7 EXIST. 6.0 EXISTING DOUBLE HUNG UNIT BEDROOM #1 WEST 2ND FL. ALL NEW WINDOWS AND DOORS WILL BE 28x45 ANDERSON A SERIES UNLESS OTHERWISE .-PARc EXIST. 6. 1 EXISTING (2) DOUBLE HUNG UNIT BEDROOM #1 SOUTH 2ND FL. NOTED. 54x46 EXIST EXISTING DOUBLE HUNG UNIT BATHROOM #2 SOUTH 2ND FL. ALL EXTERIOR FACES WILL BE WHITE & INTERIOR 7.0 2807 EXISTING DOUBLE HUNG UNIT WILL BE PRIMED WHITE. HARDWARE & SCREENS EXIST. 7. 1 2807 BATHROOM #2 SOUTH 2ND FL. TO BE INCLUDED AS PER OWNER'S CHOICE. Q7 EXISTING DOUBLE HUNG UNIT BEDROOM #2 SOUTH 2ND FL. !��:vz1 4�17 8.0 NOTE:EXIST. 28x45 EXIST. 8. 1 EXISTING DOUBLE HUNG UNIT BEDROOM #2 EAST 2ND FL. CONFIRM MAKE AND MODEL OF ALL WINDOWS & Ca 30x45 DOORS WITH OWNER PRIOR TO PLACING ORDER. OWNER TO APPROVE WINDOW & DOOR LIST 1 /4"= 1 '-0" PRIOR TO ORDER BEING PLACED i Table 3.1 Nailing Schedule(Wood Framed Construction Manual 2018,Page 149) Foundation Notes: Framing Notes: Number of Number of Joint Description Common Nails Box Nails Nail Spacing The contractor is to verify all measurements in the field and any discrepancies are to be brought to the attention of the Engineer The contractor is to verify all measurements in the field and any discrepancies are to be brought to the attention of ROOF NAILING prior to construction. the Engineer prior to construction. Rafter to Top Plate(Toe-nailed) 3-10d 3-16d per rafter 1. All concrete 3,500 psi after 28 days minimum. Wood Framing Ceiling Joist to Top Plate(Toe-nailed) 3-10d 3-16d per joist Ceiling Joist to Parallel Rafter(Face-Haled) 10-16d 10-40d each p 2 An rebar ASTM A-615 Grade 60. 1. All lumber is to be No.2 or better Douglas Fr Larch(N)with the following minimum specifications: Ceiling Joist Laps Over Partitions(Face-nailed) 10-16d 10-40d each lap Collar Tie to Rafter(Toe-nailed) 3-16d 4 40d per be 3. Footings are to be installed on undisturbed virgin soil. The bottoms of all footings are to be installed a minimum of 3'below Fb=825 psi Blocking to Rafter(foe nailed) 3-8d 3-10d each end Rim Board to Rafter(End Nailed) 3-16d 4-10d each end grade unless indicated otherwise. Fc Fv psi perp=625 psi Rafter to ridge,valley or hip rafters 3-10d 3-16d toe or end nail 4. Rebar installed along the top of the/foundation walls without windows are to be installed 10"below the top of the E=1,600,000 psi WALL FRAMING foundation wall.Rebar installed alomg the top of foundation walls with windows are to be installed 3"below the bottom of Top Plate to Top Plate(Face-nailed) 3-16d 3-16d per foot the window opening. 2. All Laminated Veneer Lumber is to have the following minimum specifications: Top Plates at Intersections(Face-nailed) 4-16d 5-16d joists-each side Stud to Stud(Face-nailed) 3-16d 3-16d 24"o.c. 5. All snap off form ties are to be remowed and remaining openings are to be sealed/grouted. Fb=2,900 psi Header to Header(Face-nailed) 16d 16d 16'o.c.along edges Fv=290 psi Top or Bottom Plate to Stud(End Nailed) 3-16d 3-16d per stud 6. The foundation contractor shaft coordinate with the plumbing and electrical contractors relative to installation of sleeves Fc perp=650 psi Stud to Stud at abutting studs at intersecting wall comers 16d 16d 17 o.c.face nail and other penetrations prior to pouding concrete. E=2,000,000 psi Continuous header to stud 4-8d 5-8d toe nail Bottom Plate to Floor Joist,Band Joist,End joist orBlocking(Face-Nailed) 2-16d 3-16d per foot 7. The Engineer is to be contacted if uinacceptable or questionable soil is encountered during excavation.Unacceptable soil 3. All Laminated Structural Lumber is to have the following minimum specifications: FLOOR FRAMING is soil containing day and/or organic material. Fb=2,800 psi Joist to Sill,Top Plate or Girder(roe-nailed) 4-8d 4-10d per joist 8. Install isolation joints along foundatiton walls and at column and other floor penetrations. Fv=290 psi Bridging to Joist(Toe-nailed) 2-10d 2-10d each end Fc PcrP 740 i = Ps Blocking to Joist(Toe-nailed) 2-8d 2-10d each end 9. Installed contraction joints in the cenlarfloor slab every 18'minimum. E=2,100,000 psi Blocking to Sill or Top Plate(Toe-nailed) 3-16d 4-16d each block LEGEND: Ledger Strip to Beam(Face-nailed) 3-16d 4-16d each joist 10. Foundation excavation is not to be track filled prior to the installation of the floor framing. 4. All treated lumber is to be No.2 or better Southem Yellow Pine with the following minimum specifications: Joist on Ledger to Beam(Toe-nailed) 3-8d 3-10d per joist 1. PA=POST ABOVE Band Joist to Joist(End-nailed) 3-16d 4-16d per joist 11. Backfin along foundation walls is to the dean material and is to be mechanically compacted in 6"lifts to 95%of maximum Fb=975 psi Band Joist to Sin or Top Plate(Toe-nailed) 2-16d 3-16d per foot dry density. Fv=175 psi 2 DJ=DOUBLE 2X POST UNDER BEAM ROOF SHEATHING Fc perp=565 psi Structural Panels 8d 10d See roof sheathing 12. Underpin existing foundation. E=1,600,000 psi 3. TJ=TRIPLE 2X POST UNDER BEAM nailing detail on p structural sheets Suggested Underpinning Procedures: 5. All beams fabricated with multiple Laminated Veneer Lumber boards are to be nailed/bolted in accordance 4. APB =ANTHONY POWER BEAM CEILING SHEATHING with the manufacturer's specifications. 5. LVL=LAMINATED VENEER LUMBER Gypsum Wallboard 5d coolers 5d coolers T edge/T field a) Underpin prior to addition of any now bads on wan. 6. All straps,connectors,plates,bolts,nails,etc.are to be galvanized or stainless steel.Designated connectors, WALL SHEATHING b) Excavate small exploratory pit at extterior wall to determine depth and width of existing footing. Inform Architect/Engineer strap etc.on these drawings are made by Simpson unless indicated otherwise.All connectors,straps etc.are 6. L.B.=LOAD BEARING WALL Structural Panels 8d 10d 6'edge/17 field of findings before proceeding. to be nailed/bolted in accordance with the manufacturer's specifications. Structural Fiberboard Panels 1/2' 11 ga.gale.roofing nail 0.17 x 1 17long 7116" 3"edge/6'field 7. WINDOW AND DOOR HEADERS TO BE(2)2X8 Structural Fiberboard Panels 25/37 11 ga.galy.roofing nag 0. T x 13f4"long 3M'head 3"edge/6'field c) Upon receiving approval,excavate go the top of the existing footing for the entire length of the area to be underpinned on 7. An floor sheathing is to be 23/32 inch AC type plywood,tongue and groove,with an APA span rating of 48/24. HEADERS WITH(2)2X STUD POST UNLESS Gypsum Wallboard 5d coolers 5d coolers T edge/T field the interior of the foundation wall.[Remove interior concrete floor as necessary. Floor sheathing shall be glued and screwed to the floor joists(6'O.C.edges and 12'O.C. field). OTHERWISE SPECIFIED ON THE PLANS. Particle Board Panels 8d 8d Per Manufacturer FLOOR SHEATHING d) Excavate by hand below the existinlg footing at no more than 3 foot lengths. 8. All wall sheathing is to be 15/32inch APA Rated Exposure 1 plywood and shah be fastened to the studs as 8. ALL POSTS TO BE(2)2X STUD POSTS UNLESS Structural Panels per the nailing schedule on this sheet. OTHERWISE SPECIFIED ON THE PLANS. 1"or less 8d 10d 6"edge/17 field e) Allow 7 days truing. Greater than 1 10d 16d 9 6'edge/17 field 9. Solid blocking is to be installed every 8'max or mid span of an floor joists with spans exceeding 8. ' (1)Nailing requirements are based on wall sheathing nailed 6'on-center at the panel edge. Alternate nailing schedules shall f) Back fin and replace interior floor as;necessary. be used where wan sheathing nailing is reduced. For example,if wall sheathing is nailed 3 inches on-center at the panel edge 10. Double joists are to be installed below parallel walls. to obtain higher shear capacities,nailing requirements for structural members shag be doubled,or attemate connectors shall g) During the underpinning procedure„monitor the existing foundation wall for excessive movement and/or cracks.Notify the be used to maintain load path. Architect/Engineer if movement ands/or cracks are noted. 11. Blocking is to be installed at an point load bearing points. (2)When wan sheathing is continuous over connected members,the tabulated number of nails shag be permitted to be reduced to 1-16d nail per foot Slab Site Preparation 12. Walls are to be framed with 2x6 inch studs spaced 16 itches O.C.unless indicated otherwise. *The area where the slab is to be instailedl is to be excavated to the necessary elevation to meet the final top of the slab 13. All joist and beam hangers and fasteners used on the,�'6-a for are to be Simpson Type 304 or 316 Stainless elevation shown on the Architectural drawimgs. Steel. r The areas where the slabs is to be instanled are to be Proof Rolled in accordance with ACI 302.1 R.The Engineer is to be notified 14. An bolts nuts and washers are to be stainless steel or hot dipped galvanized. if unacceptable soils are encountered dudmg excavation and if Proof Roiling produces results that exceed ACI standards. Design Loads: *The excavated areas along the stem wallis and footings are to be back filled with dean material and mechanically compacted -Roof-Livie Load-30 psf Based on ASCE 7 and with dean fill in 6 inch fits.Each layer is to be compacted to 98%modified proctor. Pg=25 psf per Figure R301.2(5) -bead Load-15 psf *Base Material layer shown on the drawings is to be a eompactable,easy to trim,granular fill that will remain stable and support construction traffic.A clean fine-grained material with at least 10 to 30%of particles passing a No.100 sieve but not containing -1st Floor -Live Load -40 psf silt,or organic material is recommended. -Dead Load-15 psf Slab Notes: -Wind Loads-130 mph-ASCE-7 qh=34.5 psf(Exposure C) Isolation joints are to be installed betweein the slab and the wags.Use preformed joint filler that is to be cutY2 inch below the slab Roof C&C ILoads: surface and the resulting joint is to be filled[with an elastomeric joint sealant -48.2 psf(Zone 1) -67.2 psf(Zone 2) *Contraction joints are to be installed as sthown in the drawings and are to be Y the thickness of the slab but not less than 1 inch -67.2 psf(Zone 3) dam• Wall C&C[Loads: -42.3 psf(Zone 4) *The welded wire reinforcement is to be p1laced in the top third of the slab and is to be adequately supported by precast concrete -50.8 psf(Zone 5) bar supports to assure that the reinforcemEent held in position during concrete placement and finishing. THIS BUIUDING IS DESIGNED AS AN ENCLOSED STRUCTURE. Design Criteria-NIYS Residential Code R301.2.1.1 and utilized the methods and procedures stipulated in Chapter 2 Engineered Design and Chapter 3 Prescriptive Design in the American Forest and Paper Association Wood Frame Construction Manual for One and Two Farmly Dwelling Units-High Wind Addition and ASCE 7. REVISIONS / J Y 1` Scale:AS SHOWN Condon En ineerin , P.C. FELDMAN RESIDENCE g g 55 SOUTH VIEW Plans are prepared by Condon Engineering,P.C. it is a violation of the New Yak State 1755 Sigsbee Road ORIENT NY Education Law,Article 145,Section 7209,for any person unless acting render the Drawn by.JJC ' direction of a licensed Professional Engineer,AmNiect,or Land surveyor,to alter any Mattituck, New York 11952 inrn in anyway.If an item beafg the seat of an Engineer,Arctecea,or Land surveyor is (631)298-1986 (631)298-2651 Fax NOTES AND altered,One altering Engineer.Architect,or Land Srxveyorshall affix to the lion tinslher Date:12121/2023 www.condonengineering.com seal and the natation"Altered by'Mowed by his/her signature and the date of such SPECIFICATIONS alterations,and a specific description of the alteration. i II II II II II II II II II II — - - - - i I II FF NEW 8'P.C.FOUNDATION WALL ON I II A 8'X IT P.C.FOOTING I I I I I I ( I ITT SONOTUBE PIERS ON A I I I 60'X30'XIT PC FOOTING(TYP.) ( I WF IX FOUNDATION. I N 5 REBAR INTO IX I I FOUNDATION @ IT O.C.(TYP.) I (3)2X4 POST I I 24'X36'XIT PC FOOTING NO REBAR I I I (NEATLY SAW CUT CONC. FLOOR AT FOOTING I o LOCATIONS)(TYP.) I EX.8'P.C.FOUNDATION WALL ON A Ir X P.C.FOOTING IX 8'P.C.FOUNDATION WALL ON ( (CONTRACTOR TO VIF) 6X6 MAHOGANY POST ) ( A 8'X 16'P.C.FOOTING I (CONTRACTOR TO VIF) SWIMMING POOL EQUIPMENT ELECTRIC CONDUIT RUNS THROUGH THIS AREA CONTRACTOR TO VERIFY LOCATION IN 6X6 MAHOGANY POST(TYP.) FIELD AND CONTACT ENGINEER IFTHERE ARE ANY CONFLICTS. I � 170 SONOTUBE PIER ON A 30'X30'X1 Y PC FOOTING(TYP.) T-11' 8'-1' 8'-0' 7-1- � 9'�' .k T-10' SIMPSON CPT66Z SIM COLUMN BASE(TYP.) COLUMNN BASE �® A CPT66Z SE 12't3 SONOTUBE PIER ON A 30'X3(rX12'PC FOOTING(TYP.) REVISIONS Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State t` Education Law,Article 145,Section 7209,for any person unless acting under the ?? direction of a licensed Professional Engineer,Architect,or Land Surveyor,to after any nTem in any way.If an item bearing the seal of an Engineer,Architect,or Land Surveyor is altered,the afteri Engineer,Architect,or Land S ng ng' tmreyrx shall affix to the item hisRrer seal and the notation by'Mowed by Wier signature and the date of such alterations,and a specific description of the alteration. Condon Engineering, P.C. FELDMAN RESIDENCE 55 SOUTH VIEW 1755 Sigsbee Road ORIENT, NY Drawn by.JJC Mat6tuck, New York 11952 (631)298-1986 (631)298-2651 Fax Date:12/21/2023 www.condonenginee6ng.com FOUNDATION PLAN i w EXISTING LAUNDRY/STORAGE D If SINK EXISTING EXISTIING POWDER ROOM UTILITY ROOM O Lav " o a e���'�• `r�r CLOSET K/ 1— A h `/ r PA �� �134-�X7 114-�L ® 2X2 P T (5)2X8 P.T.CONT. IVA EXISTING GARAGE �N 2X4POST EXISTING r- V � �S I @ 16'O.C. ' EXERCISE AREA x �■ d I ® EX 2X10 FJ (5)1314-X 71/4'LVL )2X4 POST hG� L —— — )2X4 POST @ 16'O.C. HALLWAY I 2X8 DJ P.T. w' EXISTING @ 1E O.C. a STORAGE AREA I M SIMPSON D= SIMPSON DTT2Z a WITH 100 GALV.THREADED WITH 1/2'0 GALV.THREADED m' ROD WITH NUTS AND WASHERS ROD WITH NUTS AND WASHERS ,_ rn QNSTALL AT 48'O.C.MAX) n NSTALL AT 48'O.C.MAX) x 2X8 P.T.LEDGER WM 5/8' N I ' OW.) GALV.THROUGH BOLTS @ 16' ') 6X6 MAHOGANY POST gm) :� v O.0 STAGGERED (5)I Y4'X 71/4'LVL OR PA (3)1 Y4'X 71/4'LVL+(2)31T FP PAlt�' — (5)2X8 P.T.CONT. 2XII DJ P.T. @ 16'O.C. 2X8 P.T.LEDGER WITH 5fr n~(j GALV.THROUGH BOLTS @ 16' 6X6 MAHOGANY POST(M.) o iD I I O.C.STAGGERED cL co N a I I ' co NWD L_1 - - - - -- - - i ' � —(3}.'- P.T.-WAM CONT- — —— — — — — —� X I i I I I I I L (4)2X8P.T_BEAM CONT.t— - -- --— — — — — —— — J SIMPSON WO COLUMN CAP REVISIONS C Plans are prepared by Condon Engineering,P.C. It is a violation of the New Yak State Education Law,Artide 145,Section 7209,for arry person unless acting under the direction of a licensed Professional Engineer,Architect,or Land Surveyor,to alter any fteem in any way.K an item bearing the seal of an Engineer,Architect,or Lard Surveyo is altered,the afteying E rgirneer,Architect,a Lard Surveyor slhaA affix b the ltem hisRner seal and the notation'Aftered by'followed by his/her signature and the date of such alterations,and a specific description of the alteration. Scale:1/4'=V-0' Condon Engineering, PC FELDMAN RESIDENCE . . 55 SOUTH VIEW 1755 Sigsbee Road ORIENT, NY Drawn by.JJC Mattituck, New York 11952 b=3 (631)298-1986 (631)298-2651 Fax FIRST FLOOR Date:12/2112023 www.condonengineeiing.com FRAMING PLAN - I i -- - - -- --- � I , I I I I I I � I 1 I I I EXISTING DEN I I I I � I I EXIST. ENTRY I I I PORCH I I I I I I � I I I EXIST. IS EXIST. , I I CLOSET SH ER CLOSET x ENTRY HALL I II I Ga EL EXIST.BATHROOM I ( LIVING ROOM I 8 RR @ 16'O.C. EXISTIN FIREPLA E i 6X6 MAHOGANY POST r — — 2m RUC — — — —— —— —— — — , I - J Z REF. - - _ O (2)13/T X 11 114'LVL OR 5' ) D R SE S I o )2X4 POST o (3)13/4'X 71/4'LVL+(2)318'FP CONT. j 2X4 POST 2X4 ST , 22tyo � - - - -- - -ALIGN -- - -- - - I ' KITCHEN x (2j2x4POST SUNROOM i'i� 2x4POST DINING ROOM I'i 2X4POST i SC R E E N E N N (3)2x4 POST TO RIDGE I o P I uiLIL + III III R 1� J (3)13W X 117/8'LVL STRUCT.RIDGEoe" m ,1 t I I -- x '✓ I _ 2Xs FJ @ 16'O.C. _ 2X8 I J @ 16'0. EX 2X8 FJ @ 16'O.C. �e � I I^ I I }•001V- I (2)2X4 POST x I ^ I .°G Z 0 a 6x6 MAHOGANY POST lAgr N I I v I I C-, N I I (3)2X4 POST 2x POST (3)2X4 POST I (2)1314'X 7114'L )2X4 POST (2)13/4'X 71/4'lVL -- --- - - --- - - -- - - ----_ - 2X4POST- - - - - - - - ---- --( 13WX7114' -- - --- - {2)13/4_X7A/4_LVL - - -- -- � -- - --- - - - - - EXISTING BAY WINDOW PROPOSED DECK REPAIR AS REQ. NEW I OUTDOOR SHOWER REVISIONS i • Plans are prepared by Condon Engineering,P.C. It is a violattion of the New York State ` `.` 2 Education Law,Article 145,Section 7209,for any person unlless acting under the ck direction of a licensed Professional Engineer,Architect,or Land Surveyor,to after any item in arty way.6 an item bearing the seal of an Engineer,Alrchitect,or Land Surveyor is altered,the aft E or Land S *g affix to the item h'Mw \ �' r r fi,s.�,••` '•` erirg ngirueer,An�litect, urveyor seal and the notation'Aftered by'followed by hMw signature and the date of such -- alterations,and a specific description of the alteration. Scale:114"=l'-W Condon Engineering, PC FELDMAN RESIDENCE . . 55 SOUTH VIEW 1755 Sigsbee Road ORIENT, NY Drawn by.JJC Mattituck, New York 11952 Nth (631)298-1986 (631)298-2651 Fax SECOND FLOOR I VOW4 Date:12/2112023 www.condonengineefing.com ROOF FRAMING PLAN I I NOTE I AICROLLAM®LVL 2 X DIAMETER OF THE AND PARALLAM® LARGEST HOLE s DEPTH 1. FINAL RAILING DETAILS TO BE APPROVED BY THE PSL HOLE ZONE (MINIMUM) ARCHITECT PRIOR TO THE START OF CONSTRUCTION. 4' d RAFTERS X4 WOOD POST X4 WOOD POST T_ HEADER MAXIMUM ROUND i r MICROIL AM LVL AND DEPTH HOLE SIZE V-CUT SHEAR BLOCKING PSL I PARALLAM 4Ya• 1. I LI3 ALLOWED HOLE ZONE L/J EY7 1j/• SIMPSON DTT2Z SIMPSON DTT2Z WITH 1l2'0 GALV.BOLTS WITH 11TO GALV.BOLTS �'�2D' 2' 2X TRIM BOARD FOR SHEAR BLOCKING(BETWEEN J1aSTS). SEE ILLUSTRATION FOR FIELD TRIM TO MATCH JOIST DEPTH AT OUTER EDGE OF I I ALLOWED HOLE ZONE WALL OR LOCATE ON WALL TO MATCH JOIST DEPTR NOTES: 1. ALLOWED HOLE ZOWE SUITABLE FOR UNIFORMLY LOADED HEADERS AND BEAMS ONLY. 2. ROUND HOLES ONLW (3)LVL BEAM --7/7 --- 2 — ---2 4' 3. NO HOLES MCANTIILEVERS. 5/8VOBOLTS 8' 16' --4. NO HOLES IN HEADERS OR BEAMS IN PLANK ORIENTATION. X X Y,5. DO NOT CUT,NOTCHI OR DRILL HOLES IN HEADERS EXCEPT AS INDICATED IN BALUSTER ILLUSTRATIONSANmTABLES. SIMPSON LSTA36 6. ANY OPENING OIfTSi1DE THESE CaVSTRAINTS MUST BE APPROVED BY THE OOR � ECK �ID BLOCKING OLID BLOCKSTRAP Y �" )STRUCTURAL ENGIMIEER. LV.BOLTS 1/Y 0 GALV.BOLTS Y 4 1 4 r r MAXIMUM ALLOWABLE V-CUT • TYP I CAL I LEVEL LVL PENETRATION TYP I CAL WINDOW AND DOOR HEADER SHEAR BLOCKING AND VENTILATION HOLES (2)A36 STEEL FLITCH PLATES SIMPSON DTT2Z SCHEDULE AND DETAIL STRAPPING DETAIL EACH CORNER SHEAR BLOCKING DETAILS FLITCH BEAM DETAILS WITH 12"O GALV.BOLTS NOT TO SCALE NT$ NTS NOT TO SCALE —4 N—DECKJOIST SIMPSON DTT2Z WITH 112'0 GALV.BOLTS 17OUD BLOCKING POST INSIDE OF POST(OUTSIDE OF BAND JOIST BAWD JOIST TYPICAL DECK RAILING CONNECTION DETAILS SCALE 1/7'=1'4r • Simpson LSTA30 Ridge SIMPSON DTT2Z WITH 1/70 GALV.THREADED ROD WITH Strap at each Rafter NUTS AND WASHERS(INSTALL AT FLOOR AISHEATHING TOP PLATE EVERY OTHER DECK JOIST) Q.C.TO JOIST WITH HOLD WN HEADER OR SIMPSON MTS30 RAFTER STRAP OR DECK JOIST 2,J AT EACH RAFTER TAIL FLOOR JOIST SIMPSON H2.5A RAFTER (Sam 2X JOIST SIMPSON LUS HANGER OR 2X BLOCKING) TAIL TO TOP PLATE 2X12 P.T,.LEDGER SIMPSON H2.5A TOP WITH 5B" H2A CONNECT TOP PLATE THROUGiH BOLTS CONTINUOUS FLASHING S N PLATE TO STUD (PROVIDE ADDITIONAL 16'O.C. WASHERS AT STAGGERED THROUGH BOLTS TO PROVIDE A 1/4'MIN. SIMPSON H2A HURRICANE TIES AT 2-SIMPSON H2.5A HiURRICANE TIES SEPARATION FROM THE BUILDING) EACH RAFTER TAIL(INSTALLED ON AT EACH RAFTER TAIIL(INSTALLED ON EXTERIOR SIDE ONLY) INTERIOR SIME ONLY) TYPICAL DECK JOIST TO BUILDING CONNECTION DETAIL SCALE 10--T- ' (2)1314-X 11 IN'LVL SIMPSON WS26 HANGERS I CONTINUOUS FLASHING 5B'0 X 17 LONG GALV.ANCHOR BOLTS AT 28'O.C.MAX, (PROVIDE ADDITIONAL 1Z'MAX FROM CORNERS WITH SIMPSON BPS5I8 3 WASHER 2X8 LEDGER BOLTED TO WALL WITH 5/8' WASHERS AT THROUGH z 3O O i O BOLTS TO PROVIDE A IN' 2X8 P.T.SILL THROUGH BOLTS @ 16'O.0 STAGGERED. MIN.SEPARATION FROM THE I BUILDING) 514 DECKING O3 I I 2X8 P.T.DJ LB 16'O.C. (3)2XB P.T.BEAM CONT. I 0 � I SIMPSON WS26 HANGERS SIMPSON WS26 HANGERS SIMPSON DTT2Z WITH 11TO GALV.THREADED ROD VIM NUTS AND WASHERS SIMPSON GM COLUMN CAP COPPERTERMrrE:sHIELD (INSTALL AT48'O.C.MAX) Nailing Zones for Roof Sheathing in 130 6X6 MAHOGANY POST MPH Ultimate Gust Wind Zone REVISIONS SIMPSON LSTA36 S F_ Zone 1 Zone 2 Zone 3 SIMPSON�P Field 6'O•C• 12'O.C. 4'O.C. � � Typical Wall and Sill Panel Edges 6'O.C. 6'O.C. 4'O.C. Stra in Detail Nailing Requirements for 130 MPH,Ultimate Gust, 1/7 Thick Roof Sheathing with 8d Common Nails i Plans are prepared by Condon Engineering,P.C. It is a violation of'the New York State Roof Sheathing Nailing Details Education Law,Article 145,Section 72o9,for any person unless acting under the SCALE: 1/8'=1'-W direction of a licensed Professional Engineer,Architect or Land Smeyor,to after arty ltetn in arty way.ff an ftem beating the seal of an Engineer,Archteat,or Land Surveyor is : altered,the altering Engineer,Architect or Land Surveyor shall affix to the item hisRex seal and the notation'Altered by'followed by his w signature and the date of such SIMPSON CPT66Z afterations,and a specific description of the alteration. COLUMN BASE - z Scale: FELDMAN RESIDENCE Condon Engineering, P.C. 55 SOUTH VIEW 1755 Sigsbee Road ORIENT NY d_ ' 30'X 3Il'X 17 P.C.FOOTING Drawn by.JJC Mattituck,New York 11952 t PLANS) V=5 TYPICAL SECTION �— (OR AS 0SON T BEPI 631 298-1986 /631 298-2651 Fax wmi 12'0 soNOTUBE PIER ( ) l ) SCALE: 1/7=1'4r INSTALLED ON UNDISTURBED Date:12/21/2023 www.condonengineeiing.com FRAMING DETAILS SOIL(TYP.) i I1-0* SEE PRECAST STRUCTURE NOTES FOR REINFORCING REQUIREMENTS. INSTALL DUMMY RINGS AND/OR DOME AS NECESSARY TO BRING PROPOSED STRUCTURE TO GRADE HEAVY DUTY MANHOLE FRAME AND 1 SLOTTED COVER CAMBELL FOUNDRY CO. G MIN.2 BRICK PATTERN No.1383 OR SOLID MANHOLE COURSES COVER PATTERN No.1012A TYPE C OR AN V LEACHING BASIN NOTES: APPROVED EQUAL CONCRETE COLLAR 1.ALL DRAINAGE STRUCTURES SHALL BE PLACID AS NECESSARY FINISHED GRADE CONCRETE COVER IN ACCEPTABLE LEACHING SOILS AS APPROVED IN GRASS AREAS BY THE ENGINEER. II THE EVENT POOR LEACHING ENCOUNTERED,EXCAVATION IS TO 24• co 1'MIN. dos MATERIAL IS COUr BE CONTINUED TO SUITABLE MATERIAL AND U :co 5 7 MAX �# BACKFILLED AS DETAILED. SEE PRECAST STRUCTURE _ NOTES FOR REINFORCING PLAN VIEW z 2. NO TRENCH,PIT OR OTHER EXCAVATION SHALL BE LEFT OPEN ORUtr'IAIIENDED. EXCAVATIONS; REQUIREMENTS rra sit;: `(re ao w S� •,cP ►�' °° 8'0 X 4' DEEP DRYWELL °w ° TO BE PROTECTED AS DIRECTED BY THE 2,3 OR 4 FOOT SECTIONS ''" Z ENGINEER WITH FENiMS,BARRICADES AND : : `':- AS NECESSARY (SEE DETAIL) (TYP.) � OTHER APPROVED METHODS. ='"' w WRAP WITH 6 OZ.(MIN.)NONWOVEN GOLLAR- - Cn W 3. ALLOW FOUR(4)RICHES FOR FINAL ADJUSTING GEOTEXTILE(FILTER FABRIC)AND AT z - OF CASTING. ADEQUATE BEARING WILL BE TOP OF COLLAR BY MIRAFl OR AN :-•=r C iE a 2: APPROVED EQUAL PRECAST DRAINAGE R z df PROVIDED g 6 P ADS OR PVC PIPE USING CONCRETE BLOCK,BRICK •- - a AND/OR 1:2 MORTAR MIX SHEET PILING AS REQUIRED INGS 4.THE CONTRACTOR SHALL PROVIDE ADEQUATE `-.�.;_. a: Q 0ADEQUATEEXCAVATE AND BACKFILL 3 FEET AROUND _ w' � z D W SHEETING AND SHORING DURING TRENCHING TO WITH SUITABLE POROUS `- ~M w LEACHING RINGS co ia INSURE THE SAFETY OF WORKMEN AND THER MATERIAL AS APPROVED BY THE ENGINEE - U j GENERAL PUBLIC EXPOSED TO THE HAZARDS OF - w F= FALLING AND SLIDING MATERIAL IN 12•MIN. a w CONFORMANCE WITH THE REQUIREMENTS OF THE -T u TITLE 29 CODE OF FEDERAL REGULATIONS,PARTw T � 1926,SAFETY AND HIlTH REGULATIONS FOR O w DOO CONSTRUCTION(OSHA). 5. BACKFILL AND COMPACTION SHALL BE IN 6' LIFTS. ALL BACKFILL MATERIAL TO BE COMPACTED BY JETTING OR OTHER APPROVED MEANS. EXCAVATE A MINIMUM OF 6 INTO - _ I D o VIRGIN STRATA OF S AND GRAVEL OR TO BOTTOM OF DRYWELL ELEVATION VIEWAND 0 WHICHEVER IS DEEPER j i. DRYWELL DETAIL Oo' 16�00 NOT TO SCALE AA. �s 10 3' A BUILT UP BERM 5• DOWNSPOUT 10'MIN. (SEE ARCHITECTURAL PLANS) NOTE: DOWNSPOUT ADAPTER(ADS C) I 1. A CONCRETE WASH PIT SHALL BE INSTALLED OR APPROVED EQUAL) o ON THE PROPERTY FOR EXCESS CONCRETE (SEE CHART FOR PART NUMBER) m AND TO CLEAN CONCRETE EQUIPMENT AND v TOOLS. z Z 2. THE PIT SHOULD BE SURROUNDED WITH A 24' HIGH SOIL BERM. 0 PROPOSED GRADE 3. THE PIT TO BE LINED WITH HAY BALES SITE PLAN � \ \ HAY BALE 4. PROVIDE A 24'X 24'WOOD SIGN LABELED 'CONCRETE WASHOUT PIT'. 1•=20'-0• 450 BEND(MAX) 5. THE PITY IS RE BE EMPTIED TEEN HE GENERAL NOTES m W s•ADS PIPE GnivalaE (� ST CAPACITY IS REACHED AND AFTER THE EXCESS o CONCRETE CURES. U SNAP CONNECTION m 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE TOWN OF SOUTHOLD. 450 BEND(MAX.) z PLAN PART# PIPESVd A e c o 2. SITE PLAN PROVIDED BY JOAN CHAMBERS. 0364AA 3' 2.50' 3.25' 4.75' 10'MIN. 3. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF WORK THE 0454AA 4' 2S0' 12Y 4.75' n HAY BALE 0465AA 4' 325' 4.50' S.OD 0 0466AA 4' 256' 2.56' 4.63' 6'ROOF DRAIN LA z CONTRACTOR IS ADVISED ALL SUBSURFACE INFORMATION SHOWN ON THESE PLAINS IS CONCEPTUAL AND MUST BE CONFORMED ACCORDINGLY BUILT UP BERM 0664M 6' 162' 5.63' 6.43' WITH WYE ') O6 AA 6' 3.62. 5.63• 6AX , IN THE FIELD. •Part O64-AC is PVC NOTE 6'ADS PIPE MAYBE DISTANCE VARIES 2 MI 'C1 ?1 'L• ?.1 USED WHEN A DOWNSPOUT IS (SEE GRADING AND Ix GRAB 4. A MINIMUM SEPARATION OF TEN(10)FEET HORIZONTAL AND EIGHTEEN(18)INC:HES VERTICAL IS TO BE MAINTAINED BETWEEN WATER LINES, CONNECTED DIRECTLY TO THE DRAINAGE PLAN) CULTEC DRAINAGE STORM DRAINAGE AND/OR SANITARY LINES OR STRUCTURES. STRUCTtATES. SECTION ROOF DRAIN ADAPTER DETAIL CONCRETE WASH-OUT AREA DETAIL 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS BEFORE COMMENCING WORK NOT TO SCALE NOT To SCALE 6. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH TOWN,COUNTY,STATE AND FEDERAL LAWS,CODES AND ORDINANCES.CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING OF ALL.UNSUITABLE MATERIALS OFFSITE. DEBRIS SHALL NOT BE BURIED ON-SITE. 7. ALL ROOF DRAIN LEADERS SHALL BE CONNECTED DIRECTLY TO THE PROPOSED ON SITE DRAINAGE SYSTEM. ADDITIONAL ROOF DRAIN SYMBOL WOVEN WIRE FENCE SYMBOL LATERAL PIPE AND FITTINGS TO BE PROVIDED AS NECESSARY TO CONNECT ALL ROOF DRAIN LEADERS. (MIN.MAX 6'MESH GAUGE 8. ALL PRECAST STRUCTURES SHALL INCLUDE SUFFICIENT STEEL REINFORCEMENT FOR TEMPERATURE AND SHRINKAGE,TRANSPORT,AND TO FLOW W/MAX u 10'MAX C.TO C. SPACING) CONSTRUCTION SPECIFICATIONS ALLOW THE STRUCTURE TO WITHSTAND AASHTO H-20 LOADING AT THE COVER CONDITIONS SHOWN ON THE PLANS. 4'VERTICAL FACE 36'MIN.LENGTH FENCE 1.ALL GRADED OR DISRIRBED AREAS INCLUDING SLOPES SHALL BE PROTECTED DURING POSTS DRIVEN MIN.16' CLEARING AND CONSTRUCTION IN ACCORDANCE WITH THE APPROVED EROSION AND 9. ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 4000 PSI 128 DAY STRENGTH CONCRETE INTO GROUND. SEDIMENT CONTROL PLAN UNTIL THEY ARE PERMANENTLY STABILIZED. 10. ALL DRAINAGE PIPING MATERIAL TO BE SMOOTH INTERIOR CORRUGATED POLYETHYLENE PIPE AS MANUFACTURED BY ADS OR AN CONTROLBEDDING DETAIL - - NOT TO SCALE _. _ - 2_ALL SEDIMENT WANM PRACTICES AND MEASURES SHALL BE CONSTRUCTED, APPROVED EQUAL INTERCONNECTING DRYWELL PIPE SHALL BE MINIMUM 15•DIAMETER AND ROOF DRAIN PIPE SHALL BE 6.OR AS NOTED ON Fl DRAINAGE AREA NO MORE THAN 114 ACRE PER 100 FEET OF STRAW BALE DIKE = - - _ HEIGHT OF LTI R APPLIED AND MARNTANED IN ACCORDANCE WITH THE APPROVED EROSION AND �✓ - =18'MIN. SEDIMENT CONTROLPLAN. PLANS. ALLPIPING TO HAVE MINIMUM 2 OF COVER. FOR SLOPES LESS THAN 25X. �' -= _ _ y W T MIN• 3.TO'STOPSOILREQUIREOFOR THE ESTAt3USHMENT OF VEGETATION SHALL BE STOCISTOCKPILED11. DURING CONSTRUCTION,EROSION AND SEDIMENT CONTROL MEASURES TO BE UTILIZED AS NECESSARY TO PREVENT THE TRANSPORT OF /ANGLE FIRST STAKE TOWARDS PREVIOUSLY IN AMOUNT NECESSARY TO COMPLETE FINISHED GRADING OF ALL EXPOSED AREAS. ,_f'j �-�` W W W W �c` W W yv W,v y SEDIMENT TO OFF-SITE AREAS,PONDS DRAINAGE INLETS,ETC. THE METHODS AND MATERIALS EMPLOYED IN THE INSTALLATION AND 1 4. AREAS TO BE FR1ID SHALL BE CLEARED,GRUBBED,AND STRIPPED OF TOPSOIL TO ' LAID B ,J sf MAINTENANCE OF EROSION CONTROL MEASURES SHALL CONFORM TO'THE NEW PORK GUIDELINES FOR EROSION AND SEDIMENT CONTROL'. PERSPECTIVE VIEW REMOVE TREES,VEGETATION,ROOTS OROTHER OBJECTIONABLE MATERIAL FLOW 36•MIN.FENCE POST 5. AREAS thVMCH ARETO BE TOPSOILED SHALL BE SCARIFIED TO A MINIMUM DEPTH OF BOUND BALES PLACED WOVEN WIRE FENCE(MIN.14 FOUR INCHES PRIORTO PLACEMENT OFTOPSOIL DRAINAGE CALCULATIONS: wvww� ON CONTOUR. GAUGE W/MAX 6'MESH 6. ALL Rl:S SHALL BECOMPACTED AS REQUIRED TO REDUCE EROSION,SLIPPAGE, SPACING)WITH FILTER CLOTH 2O7AN SETTLEMENT,SUBSIDENCE OR OTHER RELATED PROBLEMS.FILL INTENDED TO THE PROPOSED ON-SITE DRAINAGE SYSTEM TO PROVIDE STORAGE FOR A Y 2 RE-BARS,STEEL PICKETS SUPPORT BUILDINGS,STRUCTURES AND CONDUITS,ETC.SHALL BE COMPACTED RAINFALL STORAGE TO BE PROVIDED IN 8'DIAMETER DRYWEL.LS PROVIDING i OR 272'STAKES PLACED FL IN ACCORDANCE WITH LOCAL REQUIREMENTS OR CODES. 42.24 CF PER VERTICAL FOOT OF STORAGE.THE DESIGN IS BASED ON THE -�_ 1117 TO 2 IN GROUND. UNDISTURBED GROUND FOLLOWING RUNOFF COEFFICIENTS:ROOF 1.0. DRIVE STAKES FLUSH WITH COMPACTED SOIL 7.ALL FILL.SHALL BE PLACED AND COMPACTED IN LAYERS NOT TO EXCEED 9 INCHES REVISIONS IN THICICMESS. MAIN BUILDING TOP OF BALE. 1�N, STORAGE REOUItED: NOTT T TO ANCHORING DETAIL EMBED FILTER CLOTH & EXCEPT FOR APPROVED LANDFILLS,FILL MATERIAL SHALL BE FREE OF FROZEN ROOFRATIO AREA 1,870 SF X 1.00 X 7112=311.7 CF O SCALE CALE A MIN.OF 6'IN GROUND. 4.� PARTICLES,BRUSH,ROOTS,SOD,OR OTHER FOREIGN OR OTHER OBJECTIONABLE �ONVIE" p THAT INTERFEREWITHORPREVENTCONSTRUCTIONOF 311.7CF/4224CFNF=7.4 VERTICAL FEET REQUIRED CONSTRUCTION SPECIFICATIONS SATISFACTORY USE 2-EPROVIDED CONSTRUCTION SPECIFICATIONS 9. FROZEN MATERIALS OR SOFT,MUCKY OR HIGHLY COMPRESSIBLE MATERIALS SHALL USE 2-B 0 DRYVVEu-S-4 VF EACH=e VF>7.4 VF 1.(BALES SHALL 13E PLACED AT THE TOE OF A SLOPE OR ON THE CONTOUR AND IN A NOT BE INCORPORATED IN FILLS. RON WITH ENDS TIGHTLY ABUTTING THE ADJACENT BALES. 1.WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES =12 VF>7.8 VF 2 EACH BALE SHALL BE EMBEDDED IN THE SOIL A MINIMUM OF(4)INCHES,AND OR STAPLES.POSTS SHALL BE STEEL EITHER T Cgt'U'TYPE OR HARDWOOD. 10. Flll SHALL NOT BE RACED ON SATURATED OR FROZEN SURFACES. PLACED SO THE BINDINGS ARE HORIZONTAL 11.ALL BENCHES SHAH BE KEPT FREE OF SEDIMENT DURING ALL PHASES OF 2.FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES DEVELOPMENT. Plans are Condon Engineering, 3.BALES SHALL BE SECURELY ANCHORED IN PLACE BY EITHER TWO STAKES OR SPACED EVERY 24'AT TOP AND MID SECTION.FENCE SHALL BE WOVEN WIRE, P��by ng ng,P.C. n rs a vimlation d the New York Staff Education Law,Article 145,Section 7209,for arty person unless acting under the /Z 21173 RE-BARS DRIVEN THROUGH THE BALE.THE FIRST STAKE IN EACH BALE SHALL 6'MAXIMUM MESH OPENING. 12. SEEPS OR SPRINGS ENCOUNTERED DURING CONSTRUCTION SHALL BE HANDLED IN direction of a licensed Professional Engineer,Architect,or(Land Surveys,to alter any BE:DRIVEN TOWARD THE PREVIOUSLY LAID BALE AT AN ANGLE TO FORCE THE ACCORDANCE WITH THE STANDARD AND SPECIFICATION FOR SUBSURFACE DRAIN item in any way.I an item bearing the seal of an Engineer,,,Architect,or Land Surveyor is BALES TOGETHER STAKES SHALL BE DRIVEN FLUSH WITH THE BALE. 3.WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER- OR OTHER APPROVED METHOD, altered,the altering Engineer,Architect,or Land Surveyor;shag affix to the item his4m LAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X, seal and the notation'Agered by'followed by hblw signature and the date of such 4.INSPECTION SHALL BE FREQUENT AND REPAIR REPLACEMENT SHALL BE MADE MIRAFI I OOK STABILINKA T14ON,OR APPROVED EQUIVALENT. 13.ALL GRADED AREAS SHALL BE PERMANENTLY STABILIZED IMMEDIATELY FOLLOWING alterations,and a specific description of the alteration. PROMPTLY AS NEEDED. FINISHED(GRADING. ([ 4.PREFABRICATED UNITS SHALL MEET THE(MINI"REQUIREMENTS SHOWN. F E LD MAN RESIDENCE 5.BALES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFULLNESS SO 14. 5TOl�PgLES,BORROW AREAS AND SPOIL AREAS SHALL BE SHOWN ON THE PLANS AND AS;NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE 5.MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN SHALL BE SUBJECT TO THE PROVISIONS OF THIS STANDARD AND SPECIFICATION. Scale:AS SHOWN Condon Engineering, P.C. 55 SOUTH VIEW'BULGES'DEVELOP IN THE SILT FENCE ADAPTED FROM DETAILS PROVIDED BY.USDA-NRCS, ADAPTED FROM DETAILS PROVIDED BY:USDA-NRCS, ADAPTED FROM(DETAILSPROVIDED BY:UTSDA-NRCS, 1755 Sigsbee Road ORIENT NY NEW YOM STATE DEPARTMENT OF TRANSPORTATION, STRAW BALE NEW YORK STATE DEPARTMENT OF TRANSPORTATION, REINFORCED NEW YOM STATE DEPARTMENT OF TRANSPORTATION, LANDGRADING Drawn by:JJC ' NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION, STATE SOIL 6 WATER CONSERVATION COMMITTEE Mattituck, New York 11952 NEW YO NEW YORK STATE SOIL b WATER CONSERVATION COMMITTEE DIKE NEW YORIC STATE DEPARTMENT of ENVIRONMENTAL CONSERVATION, (NEW YORK STATE DEPARTMENT OF ENVRONMENTAL CONSERVATION, SILT FENCE NEW PORK STATE SOIL�WATER CONSERVATION C SPECIFICATIONS (631)298-1986 (631)298-2651 Fax ROOF DRAINAGE F21C OMMITTEE Date:1221/2023 WWW.COndonengineering.com PLAN i A NORTH ELEVATION A NORTH ELEVATION REMOVE EXISTING C FUEL TANK W 0 Q — 0 m W v w Uz m EXISTING o EXISTING RO F - NO CHANGES ( 1 U W m LAUNDRY/STORAGE `J w 0 NO PROPOSED ALTERATIONS D w x w E SINK Q �d Z l' EXISTING W EXISTING POWDER ROOM EXISTING ROOF - NO CHANGES UTILITY ROOM N PROPOSED ALTERATIONS or REMOVE� � COORDINATESWITH REQT. HVAC UIREMENTS 'v C/ FOR NEW WORK WC < , _ \ Q Mr IL a � LAV EXIST. ELEC. PANEL z 0 IST. AT IC ACC S < > REMOVE EXISTING W w ui AC UNIT w w REPAIR WALL - - - - - - - - - - - - - - - - - - - - - - - - - - - - I- EXISTING CLOSET CLOSET EXISTING W E w EXIST. w BEDROOM #1 coo BEDROOM #2 CLOSET ( ¢ NO PROPOSED ALTERATIONS O } a NO PROPOSED ALTERATIONS z Z w O '� no o w � Q w ¢ \tXISTING °° EXISTING GARAGE / / / % FINISHED BASEMEN Ir NO PROPOSED ALTERATIONS i x CLOSET m 1 w II J /� u o w 2 >LI I REMOVE EXISTING 0 EXISTING 2X10 @ 16" FLOOR JJOISTS ABOVE w j �., REMOVE EXISTING ROOF FRAMING, " cr REPAI AC R 79-1/2" FROM SLAB TO BOT. OF JOIST ° // SHEATHING AND ROOFING. / — — — — — — — — — — — — _ _ _ _ _ _ _ ° EXISTING FLOOR FRAMING & Qa- UNFIN SHEDEXISTING CELLAR ZZ �° //' FOUNDATION TO REMAIN U w EXISTING REMOVE PART OF CEIL. TO ACCOMODATE / BATHROOM #2 NEW HVAC — — — — — — — — NO PROPOSED ALTERATIONS — i/ LAV SH ER (� EXIST. (2) 36" DOCDRS REMOVE EXIST. FULL LITE DOOR EXIST. (2) 48" GARAGE DOORS TO REMAIN EXIST.HOT WATER BASEBOARD HEAT TO REMAIN TO REMAIN REMOVE EXIST. /i RADIATOR WC REMOVE EXIST. C _ - - - - - - � / / / RADIATOR EXISTING 66"x52" DH UNITS \)v TO REMAIN EXISTING BASEMENT PLAN EXISTING SECOND FLOOR PLAN EXIST. DH WINDOW EXIST. DH WINDOW TO REMAIN TO REMAIN ANORTH ELE'�ATION EXISTING RADIATOR TO BE REMOVED EXISTING DEN WALLS, FLOOR, CEILING, WINDOWS & DOORS TO REMAIN AS-IS p 0 zZ =w 0M -O EXIST. ENTRY w PORCH REMOVE EXISTING NO PROPOSED ALTERATIONS AC UNIT REPAIR WALL �- N EXIST. DH WINDOW EXIST. DH WINDOW TO REMAIN TO REMAIN EXIST. ENTRY DOORTO REMAIN EXI41NGFLOOING co - - - - - - - - - - - - - __ NEW FLOORING \ / REMOVE ALL EXISTING RADIATORS EXIST. Is . EXIST. `MJ I I CLOSET SHO ER CLOSET CREATE OPENING REMOVE FLOORING 11ST FLOOR AS INDICATEDui FOR NEW WINDOW O II c D )I 0 z EXIST.BATHROOM WC 0 REMOVE WINDOW d Z NO PROPOSED CHANGES z I (PATCH WALL) 0 O FLOORING REMAINS LL o O p o I i LL n 0 W I Zz EXISTING z z REMOVE EXISTING RADII=TOR I I 'LIVING ROOM IU0=w w oEXISTING w °c FIREPLACE A D Lu No WORK REMOVE & U . REMOVE/STAIRS / RETAIN RADIATOR REF./ % ! j�/ ' o11 C /� /i' LL REMOV ALL DOOF� � / o DEMO /jAND PART`�TIONSI / ' — — REMOVE CLOSET �Q ,� / REMOVE PARTITION FOR REMOVE KITCHEN CABINETS, ww FLOOR NEW MILLWORK APPLIANCES & PARTITIONS jAS INDICATED PLANS REMOVE FINISH FLOORING / / / EXISTING/ EXISTING / ." EXISTING SCREENED PORCHi / DINING ROOM / / / 7 KITCHEN 1 1 15 . 23 REMOVE ALL SCREENS, FFRAMING i WALLS & ROOF / 1 2 .4. 2 3 EXISTING FLOOR FRAMINGa TO REMAIN , REMOVE DOORS & PARTITIONS REMOVE WINDOWS & WALL FRAMING ' AS INDICATED. PROVIDE TEMPORARY BRACING AS REQUIRED. / REMOVE WINDOWS & WALL COORDINATE ALL REMOVALS WITH WE, / TO FLOOR STRUCTURAL REQUIREMENTS REMOVE EXIST. RADIATOR / REMOVE EXIST. RADIATOR I / EXIST. BAY WINDOW TO REMAIN REPAIR AS NEEDED EXISTING FIRST FLOOR PLAN i 3�I H0'1�a° 1 /4"= 1 '-0" f i �-- U W = O U Q E EXISTING ROOF TO REMAIN Ox /i / W REMOVE EXISTING ROOF FRAMING, SHEATHING & ROOFING \-TO BE REPLACED W/ NEW % k E REMOVE SHEATHING & FRAMING W / REMOVE EXISTING SCREENING &JLI W / // / / / FRAMING @ PORCH nn / / / / n Q EXIST. DH WINDOW EXIST. DH WINDOW I T. E RY O EXIST. DH WINDOW EXIST. DH WINDOW / TO REMAIN TO REMAIN TO E AIN TO REMAIN TO REMAIN / j i ALL EXIST. CEDAR SHINGLE SIDING TO REMAIN REMOVE STAIRS EXIST. ENTRY EXISTING FLOOR FRAMING & PORCH FOUNDATION TO REMAIN NO PROPOSED ALTERATIONS EXISTING TO REMAIN A NORTH ELEVATION NO WORK PROPOSED Alw LJ EXIST. DH WINDOW TO REMAIN EXIST. DORMER TO REMAIN Ful ,, CV _ REMOVE EXISTING ROOF FRAMING, EXISTING Roof To REMAINLJIJ M r -I j"/ SHEATHING & ROOFING `' J REMOVE AC I M� fff REPAIR WALE - J ' REMOVE SHEATHING & FRAMING z i ® CD NOTE: SALVAGE ANY 9" CEDA4R SHINGLES I r �- �� �. & RE-USE TO PATCH MALLS. NEWI REMOVE OPENING I I �EPAIR WAq I i EXST. CEDAR SHINGLE SIDING TO REMAIN I I I L - J �T I I / REMOVE EXISTING SCREENING & _ J I FRAMING @ PORCH EXIST. ENTRY PORCH / NO PROPOSED ALTERATIONS EXISTING FLOOR FRAMING & DEMO E n/'O FOUNDATION TO REMAIN �V� / REMOVE STAIRS NOTE: ELEVATION' SALVAGE ANY 9" CEDAR SHINGLES EXISTING TO REMAIN & RE-USE TO PATCH WALLS. NO WORK PROPOSED 1 1 . 15 . 23 12 . 4 . 23 WEST ELEVATION i , ED c{ ell 1 /4 = 1 -0 i - f- U W A NORTH ELEVATION = � U . r E 3-o '-4" 15'-92" 20'- 1 - 1 /4" 15'-3-5/8" Z W � NOTE: rr C'6 ALL EXISTING DIMENSIONS TAKEN Q FROM SURVEY 2.2 5.21 � C6 Wv E EXISTING o W LAUNDRY/STORAGE , �-- NO PROPOSED ALTERATIONS x W x D w n 11 i SINK Q Ll\ EXISTING I POWDER ROOM EXISTING i NO ROPOSED ALTERATIONS UTILITY ROOM i COORDINATE W/ REQUIREMENTS FOR NEW EQUIPMENT.r WC I— � I _i LAV AIR f ANDLERS I av_ a B EXIST. ELEC. PANEL z0 - - - --I I-- - - - w zz Q i Q w w J J w w w SIN N w "' "' — _ — — NEW DUCTWORK & CLOSET w � _ —I— � - - - - - - - __ a. AC REGISTERS o_ I �- - - -� ADD NEW FOUNDATION WALLs EXISTING o EXISTING GARAGE TO ALIGN W/ EXISTING 1 I EXERCISE AREA U ADD 5/8" GYP. BD. @ WALLS & CEILING LLO 3 AS PER CODE REQUIREMENTS Lmj a O L® — — 1 EXISTING 2X10 @ 16" FLOOR JOISTS ABOVE �n Q -� I LL HALLWAY 79-1/2" FROM SLAB TO BOT. OF JOIST NEW GYP.BD. SOFFIT 1 EXISTING @ CEILING 1 STORAGE AREA NEW FRAMING @ SCREENED PORCH i U I 1 SEE STRUCTURAL DWG. NOTE: ALLOW FOR THOROSEAL PAINT AT WALLS a AND DECK PAINT @ CONCRETE FLOOR. o 1 PROVIDE THERMAL INSULATION AT CEILING z 1 JOISTS AND INSTALL 1/4" MASONITE CEILING w I I TO BE PAINTED. U 1 NEW AC CEILING EXISTi. FULL LITE DOOR EXIST. (2)- 48" GARAGE DOORS -TO REMAIN TO REMAIN L0 r- 1— -� EXIST. (2) 36" DOORS DIFFUSER w I I TO REMAIN Lu O I I EXISTING 66"x52" DH UNITS on- L 1 I- NEW WALL NEW WALL TO REMAIN NEW WALL 1 o I I FIXTURE FIXTURE z FIXTURE \)v :E J rr w LL F- Lu I o • 1 Q f — — -1 F- Lu i LL � I -I- - - - - - - - - - �_ ' LINE OF PROPOSED DECK Y 1 1 0 LI — — LINE OI 2RUQGEDJDECK L — — i 1 \ / O � I � 1 I z �0 ( 1 I o 1 I LIGHT FIXTURE LLJ } — — LIGHT FIXTURE r — — 7 ON COLUMN F — — 0 41 I ON COLUMN I �{��- I I I I 0 Wr J ��- - - - - - - -t-=J- - - - - - t==J LINE OF PROPOSED DECK LL 0 A lUl 8'-0" 1, 8'- 1 „ 19'-4„ EAS E M E W FLOOR PLAN BASEMENTFLOOR PLAN C SOUTH ELEVATION 1 1 . 15 . 23 12 .4 . 23 �\z, E p 1 /4 1 -0 i A NORTH ELEVATION (•,� W = O U � 3'-0" -o" 15'-92" 20'- 1 - 1 /4" 15'-3-5/8" 5.2 5.1 Q — — — — EXIST. - - - - - - EXIST.— P NEW AC FLCIOR VENTS TYP. I Z I I LIJ 1 0 EXISTING DEN WALLS, FLOOR, CEILING, WINDOWS & DOORS TO REM IN AS-IS EXIST. ENTRYPORCH II NO PROPOSED ALTERATIC4 I I E I 1 W � EXIST. EXIST. EXIST. ENTRY DOOR TO REMAIN /1ING FLOO ING AIR RETURN I W ITEM I NEW FLOORING 1 NEW AC FLOOR VENTS TYP. EXIST. IS . EXIST. o ( I CLOSET SH ER CLOSET coQ II 1.2 Xa RELOCATED EXIST. WINDOW 1 1 ENTRY HALL ww REMOVE AND !REPLACE FINISHED FLOORING 1 W/ NEW 1X4 ;SOLID OAK c7 WC 1 REMOVE WINDOW z z FEXIST.BATHROOM 1 1 (PATCH WALL) � o O NO PROPOSED ALTERATIONS foN DO _j FLOORING REMAINS LIVING ROOM w I~ M z x IX Z 2.O 2•1 — REMOVE AND REPLACE FINISHED FLOORING EXISTIN w LAV Iw O O W/ NEW 1X4 SOLID OAK � - - -NEw- - - - - - - - - - - - NEW FIREPLA E 1 Q NO WO K U-) J — — — — — — NEW AC FLOOR VENTS TYP. - Z REF. I W NEW HEADERS & BEAM. Q Lll COORDINATE ALL NEW WORK I I �,- a, D R SE IRS o W/ STRUCTURAL DWGS. 13'-0" 6'-4" 5'-6" --FI} 2" �z w w --- — x a I Q �, 7' T RA - - - - - - -ALIGN - - - - - - - � Q SUNROOM I I KITCHEN Ur Lu — — — — — PAINTED WOOD CEILING I I 1 DINING ROOM III I REMOVE EXIST. TILES & REPLACE WITH NEW 1X4 SOLID OAK TO ALIGN WITH & QC O NEW FINISHED FLOOR TO BE 1X4 SOLID OAK 1 REMOVE AND REPLACE FINISHED FLOORING 11I 1 MATCH ADJOINING FLOORING Fw SCREENED TO ALIGN WITH AND MATCH ADJOINING I - W/ NEW 1X1 SOLID OAK --PORCH I I ✓ B TYP I _ _ N WOOD CEILING - 1 — 5/4x6 GARAPA DECKING TYP. l III III NEW STRUCTURAL RIDGE ( • • NEW DROPPED BEAMS w I —NEW FLUSH BEAM RANGE cn ,I COORDINATE ALL NEW WORK 1 1 COORDINATE ALL NEW WORK 1 ( COORDINATE ALL NEW 1- — _--------f—+ �+ W/ STRUCTURAL DRAWINGS. 11 I W/ STRUCTURAL D'=.AWINGS. 11 I 1 WORK W/ STRUCTURAL DWGS. Q O AC IN BAS TYP. w. x 15'-3" 1112'-111,. 8._0,. OEM In � 2 '�O I I 1 a a ' o ® I — - - - - I - -I- - -- - -FIXED- - - - - - - — _FIXED- - - - - - FIXED — — PASSIVE - - — E SEE STRUC TURAL DWGS B /� — — — — — — — - - - EXIST. EXIST. EXIST. 0 PROPOSED DECK __ 5/4x6 GARAPA DECKING TYP. EXISTING BAY WINDOW REPAIR AS REQ. NEW OUTDOOR SHOWER ` NEW CABLE RAIL SYSTEM TYP. �a 2 cy) rORK * � c) 0 - WINDOW SCHEDULE DOOR SCHEDULE o TYPE NOTES TYPE NOTES EXIST. 1 ,0 EXIST. DOUBLE HUNG UNIT LIVING ROOM NORTH NEW /� ANDERSON A SERIES (2)DOORS DINING RM SOUTH 8'-0" 18'-1" 19'-4" 32x53 A 64x83 LEFT:PASSIVE, RIGHT:ACTIVE dill EXIST. DOUBLE HUNG UNIT LIVING ROOM NORTH ANDERSON A SERIES (3)DOORS EXIST. 1 . 1 32x53 NEW B 98x83 LEFT:ACTIVE,CENTER:FIXED,RIGHT:ACTIVE DINING RM SOUTH EXIST. EXIST. DOUBLE HUNG UNIT RELOCATED LIVING ROOM WEST C ANDERSON A SERIES (4) DOORS SUN RM SOUTH RE-USED 1 '2 NEW 28x53 181x96 LEFT:FIXED,CENTER:ACTIVE,CENTER:ACTIVE,RIGHT:FIXED C SOUTH ELEVATION NEW 2.O DO 28"x60" LEFT NEW Dx96 ANDERSON ANDERSON IS CASEMENT SUNROOM NORTH42 LEF :FIXED CENTER: TIVE T A SERIES (4) OC , CENTER:ACTIVE,RIGHT:F XED ORS SUN M WEST FIRST FIRSTFLOOR PLAN ACW 245 NEW ANDERSON A SERIES CASEMENT SUNROOM NORTH CUSTOM BUILT SCREENED DOOR SCREENED PORCH SOUTH NEW 2. 1 ACW 2450 28"x60" RIGHT NEW E 2'-9"x8'-0" VERIFY DIM. ON SITE FLOOR EXIST. 3.0 EXISTING CASEMENT UNIT KITCHEN BAY WINDOW SOUTH CUSTOM BUILT SCREENED DOOR SCREENED PORCH WEST 25x40 NEW F 3'-0"x8'-0" VERIFY DIM. ON SITE EXISTING FIXED UNIT CUSTOM FIXED GLASS PANEL PLAN EXIST. 3. 1 25x40 KITCHEN BAY WINDOW SOUTH NEW SUN RM WEST TO ALIGN W/ SLID. DOOR "D" 3 2 EXISTING CASEMENT UNIT KITCHEN BAY WINDOW SOUTH NEW CUSTOM FIXED GLASS PANELS SUN RM WEST EXIST. 25x40 H TO ALIGN W/ SLID. DOOR "D" EXISTEXIST. 4.0 271NG DOUBLE HUNG UNIT x44 BATHROOM EAST . EXIST. 5.0 EXISTING DOUBLE HUNG UNIT DEN EAST I 23 32x53 EXIST. 5. 1 EXISTING DOUBLE HUNG UNIT DEN NORTH NOTE: 1 2 .4. 2 3 32x53 EXIST. 5.2 EXISTING DOUBLE HUNG UNIT DEN NORTH CONTRACTOR TO VERIFY ALL FIELD DIMENSIONS 32x53 EXIST. 6.0 EXISTING DOUBLE HUNG UNIT BEDROOM #1 WEST 2ND FL. ALL NEW WINDOWS AND DOORS WILL BE 28x45 ANDERSON A SERIES UNLESS OTHERWISE EXIST. 6. 1 EXISTING (2) DOUBLE HUNG UNIT BEDROOM #1 SOUTH 2ND FL. NOTED. 54x46 EXISTING DOUBLE HUNG UNIT BATHROOM #2 SOUTH 2ND FL. ALL EXTERIOR FACES WILL BE WHITE & INTERIOR EXIST-1 7.028x37 WILL BE PRIMED WHITE. HARDWARE & SCREENS EXIST. 7. 1 28x3�ING DOUBLE HUNG UNIT BATHROOM #2 SOUTH 2ND FL. TO BE INCLUDED AS PER OWNER'S CHOICE. EXIST. 8•0 EXISTING DOUBLE HUNG UNIT BEDROOM #2 SOUTH 2ND FL. NOTE: 28x45 EXIST. 8. 1 EXISTING DOUBLE HUNG UNIT BEDROOM #2 EAST 2ND FL. CONFIRM MAKE AND MODEL OF ALL WINDOWS & 30x45 DOORS WITH OWNER PRIOR TO PLACING ORDER. OWNER TO APPROVE WINDOW & DOOR LIST 1 /4 1 '_0 „ PRIOR TO ORDER BEING PLACED i U W = o U � Q � NORTH ELEVATION z � A W r ca Q I I EXISTING ROOF W � I— W E EXISTING ROOF PROVIDE & INSTALL 1 THERMAL INSULATION AT AC ATTIC AC AIR HANDLER EXISTING ATTIC/FRAMING. COORDINATE W/ MECHANICAL COORDINATE W/ HVAC INSTALLATION CONTRACTOR IST. AT IC ACC S kami — — — — — — — — — — — — — z — — — — — — — — — — — — — — — — — — — — — — — — — — — E= CLOSET CLOSET w — — — — — — — — — — — — — — — — — — — W z BEDROOM #1 T Z BEDROOM #2 WF_ OO W Ja F 6.0 X �- - - - - - - - - - - - - - - - - - - - - -cLOSEr - - - - - - - - - - � uz zi a' Q Q j I W t- --- - -.-..-.--.___I � -NEW RO IF OVER SCREENED PORCH & SUNROOM ATTIC-i DACCE PANEL I ALL EXISTING 2ND FLOOR - NO CHANGES z , z O - AIR RETURN O LLJ I — — BATHROOM #2 Lu J - - - - - - - -��- J LLI j BUILT-IN DRAWERS a BUILT-IN DRAWERS Lij SH ER W AC CEIL. WC AC CEIL. AC CEIL. I LQ VENT TYP. VENT TYP. VENT TYP. EXIST. EXIST. E IST. -EXIST.- - - - - - - 6.1 DECK BELOW DECK BELO"V c1r) Cy W � --- O O O LL 0 Irl- - 1 SECOND FLOOR PLAN C SOUTH ELEVATION Rik Au r% SECOND FLOOR PLAN 11 . 15 . 23 12 . 4. 23 y 163 �y, Y 04`h 1 /4 1 ,_0„ NEW ROOFING EXISTING ROOFING TO REMAIN U W = O EXISTING ROOF U U QICU _ I E IS XI IKI T.-17 Z ------------ W - � NEW ROOF OVER SCREENED PORCH & SUNRM. it ILL 7.0 7.1 LED Cu 6.1 (90 nn,, - NO WORK @SECOND FLOOR T.0_2ND FL_ - k NEW CEDAR SHINGLES TO MATCH EXISTING I \ W E EXrI5;`, EXIST. 15XIST. \ // O \� \� \�D 3.1 3.j LL] E FIXED REENS FIXED FIXED / FIXED / \ 1\ WOOD CAP STAINLESS STEEL \ / CABLE SYSTEM RAILING JL EXISTING BAY WINDOW SEE CONNECTION DETAILS ON STRUCTURAL DWG. S-5 O 5/4x6 GARAPA DECKING co T.O. 1ST FL. SEE STRUCTURAL DWGS S-2 & . S-3 0 MAHOGANY TRIM @ MAHOGANY TRIM @ DECK TYP. DECK TYP. XIS I EX TI G E IS I G 6X6 MAHOGANY POSTS MAHOGANY POSTS TYP. E I G ❑ MAHOGANY POSTS TYP. SEE TYPICAL SECTION S-5 SEE STRUCTURAL DWGS. / C LL R 00 S SEE STRUCTURAL DWGS. _ GRADE BEYOND L:=:j L=J- o ---NO WORK AT EXISTING LOWER FACADE/LEVEL -- EXIST. _GR_ADE - - - EXISTING BASEMENT LEVEL PROP. GRADE SEE FOOTING DETAILS ON STRUCTURAL DWG. S-5 I I O L _lLI I L I L � L J L - -J L- - J - -U- --� L- - L - -J � CC ) SOUTH ELEVATION RAILING DETAIL C) c .0 EXISTING CEDAR SHINGLES ■ CV XISU, uI m F� _! NEW HIP ROOF - EXISTING DORMER BEYOND OVER _ LL NO CHANGES SCREENED PORCH co EXISTING ROOF PATCH SHINGLES L - -I OPEN GA31LE END NEW ROOF EXTENDS OVER O 6.0 O O SCREENED PORCH. SEE NEW PARTIAL FLAT ROOF @ SUNROOM PORCH ELEVATION. ---- ---------- - - O WHITE ALUM. GUTTERS & LEADERS TO DRYWELLS AS NOTED ON STORM WATER RUN-OFF PLAN �II RELOCATEb WINDOW EXISTING CEDAR SHINGLES (PATCH SHINGLOS FIXED - FIXED O WOOD CAP FIXED SCREENED FIXED ,FIXED1 u' 4 RAILING TO CODE @ NEW DECK SCREENS DOOR DOOR SCREENS SCREENS (9 0 EXTERIOR ELEVATION" EXIST. MAHOGANY POSTS TYP. C & D SEE STRUC_UIPAIL DWGS. NOTE: GC TO COORDINATE PATCHING OF EXTERIOR CEDAR SHINGLES WITH REMOVALS OF EXISTING I I I I 1 1 . 1 5 . 2 3 THROUGH WALL AC UNITS F L -1 __1 F L -1 7 1 2 . 4 . 2 3 I ( L J L J IF 1_ � � I- FL 17 rL � � � LJ Ld -1 FLJ 7 7 CD) WEST ELEVATION ( MINUS SCREENED PORCH ) SCREENED PORCH SOUTH SCREENED PORCH WEST SCREENED PORCH NORTH �: `z6�,� VY Y 0 1 /4 1 -0 I I U EXISTING ROOFING TO REMAIN NEW ROOFING I— U C) <C E LLJ z a� EXISTING ROOF TO REMAIN co NEW ROOF OVER SCREENED PORCH & SUNRM. T.O. 2ND FL. -- ---FLAT ROOF @SUNRM. ------ --...-------- -----—--- --— —- - - -------- ------ -- -------------------- XIS XIS XIS XIS XIS . IyE/W NEW nn E 2.0 - - 2.1LILILl FIXED LEM LIED 5.1 5.2 1.0 1.1 T.O. 1ST FL. EXISTING SHINGLE FACADE TO REMAIN NEW CEDAR SHINGLE SIDING NO NEW WORK L EXISTING TO REMAIN O NORTH ELEVATION 17 IS . ■ EXISTING ROOF TO REMAIN ` V EXISTING SHINGLE FACADE TO REMAIN LJ T.O. 2ND FL._ NO NEW WORK mmumom O i EXIST. XI XIS W, O N PATCH SHINGLES CD AS NEEDED ® � NEW STAINLESS STEEL CABLE SYSTEM 4.0 0 5.0 - - - - T.O. 1ST FL_ 1 Olt 9 EXTERIOR NOTE: ELEVATION GC TO COORDINATE PATCHING r` OF EXTERIOR CEDAR SHINGLES WITH REMOVALS OF EXISTING A & B THROUGH WALL AC UNITS 1 1 . 15 . 23 M FL � -1 FLL -, 12 . 4 . 23 EAST ELEVATION16 1 /4"= 1 '-0 U W F- E = 0 U C) r Q E RIDGE VENT W ASPHALT/FIBERGLASS ROOFING U AjTO MATCH EXISTING ROOFING FELT 1/2" CDX PLYWD SHEATHING STRUCTURAL RIDGE - SEE STRUCTURE DWGS. — VENTILATION SPACE & PATCH SHINGLES - DIM- INSULATION AS PER RESCHECK nn 1l FINISH CEILING W/ PAINTED T&G WOOD I L — J I SEE STRUCTURAL DWGS Cu FOR BEAM DETAILS I� SOFFIT & FASCIA TO MATCH EXISTING l — — WHITE ALUMINIUM GUTTERS TO MATCH EXIST. @) HEADER OVER DOOR - SEE STRUCTURAL DWGS S-4 & S-5 E FOUR PANEL SLIDING GLASS DOOR @ DEN n— (PATCH SHINGL�S OPEN TO DINING ROOM I PAINTED GYP. BD. @INTERIOR WALLS INTERIOR TRIM TO MATCH EXISTING WOOD CAP — � NEW FINISHED WOOD FLOOR STAINLESS STEEL CABLE SYSTEM RAILING NEW CEDAR SHINGLE SIDING SEE STRUCTURAL DWGS S-5 O TYVEK HOUSE WRAP OR EQUAL 1/2" CDX PLYWD SHEATHING 5/46 GARAPA DECKING 2X6 @ 16' OC STUD WALL SEE STRUCTURAL DWGS S-2 & INSUL. AS PER RESCHECK S-3 1/2" PAINTED T&G @ INTERIOR 6X6 MAHOGANY POSTS SEE TYPICAL SECTION S-5 O r 5• o 1 W O SECTION # 1 SUNROOM co 9' w CE N C'7 O O O LL 0 A 1 E SECTIONS 1 1 . 15 . 23 12 . 4 . 23 �.G\ST ERFO ICy�, �116 -K~ 41 �, Y() 1 /4'►- 1 '-0"