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HomeMy WebLinkAbout46732-Z Fat/( Town of Southold 7/11/2023 P.O.Box 1179 53095 Main Rd oy�j0 ao� f Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44256 Date: 7/11/2023 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 1740 Inlet Pond Rd, Greenport SCTM#: 473889 Sec/Block/Lot: 33.-3-19.7 Subdivision: Filed Map'No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/2/2021 - pursuant to which Building Permit No. '46732 dated 8/25/2021 was issued,and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single family dwelling with unfinished basement, covered front entry, front second floor decks,rear patio and attached garage as applied for. The certificate is-issued to Tropeano,Michael&Linda of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-20-0813 6/28/2023 ELECTRICAL CERTIFICATE NO. 46732 2/8/2023 PLUMBERS CERTIFICATION DATED 5/16/2023 hn Dea ut 0 ' e Signature �suFFoi``z TOWN OF SOUTHOLD ,fro °90; BUILDING DEPARTMENT Hx TOWN CLERK'S OFFICE . "e • �, 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#: 46732 Date: 8/25/2021 Permission is hereby granted to: Tropeano, Michael 129 Columbia Heights #61 Brooklyn, NY 11201 To: Construct new single family dwelling on vacant land as applied for, and per SCHD approval. At premises located at: 1740 Inlet Pond Rd, Greenport SCTM # 473889 Sec/Block/Lot# 33.-3-19.7 Pursuant to application dated 8/2/2021 and approved by the Building Inspector. To expire on 2/24/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,650.00 CO-NEW DWELLING $50.00 Total: $2,700.00 Building Inspector ov so�ryolo Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �o sean.devlin(-)town.southold.ny.us Southold,NY 11971-0959 Q�yCOU�'�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Michael Tropeano Address: 1740 Inlet Pond Rd city:Greenport st: NY zip: 11944 Building Permit#: 46732 Section: 33 Block: 3 Lot: 19.7 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: FM Electric License No: 4099ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 66 Ceiling Fixtures 19 Bath Exhaust Fan 3 Service 3 ph Hot Water Gas GFCI Recpt 3 Wall Fixtures 9 Smoke Detectors 4 Main Panel 200X2 A/C Condenser 1 Single Recpt Recessed Fixtures 77 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt 240 Ceiling Fan Combo Smoke/CO 3 Transfer Switch 200A UC Lights 4' Dryer RecptGaS Emergency Strobe Heat Detectors 1 Disconnect Switches 53 4'LED Exit Fixtures 11 Sump Pump Other Equipment: Hood, Double Oven, DW, Micro, Gas Cooktop, W/D, Mini Fridge, Dehumidifier, 200A Panel 42 Circuit 19 Used, 200A Panel 42 Circuits 18 Used, Sub 24 Circuit 11 Used Notes: Two Story w/ Unfinished Basement Inspector Signature: Date: February 8, 2023 S.Devlin-Cert Electrical Compliance Form Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1 179 G Southold,NY 11971-0959 a llrCOWN%, BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: 5z/ 4 Building Permit No. Owner: (Please print) Plumber: J Obk�+ ` % (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Sign re) Sworn to before me this 9 day of...... _ 20� Notary Public, _,.SVS, �kCounty E RY JARRE State of New York1JA6442838 WWWWNW n Suffolk County Expires Oct 24,2026 # # TOWN OF SOUTHOLD'BUILDING DEPT. 765-1802 INSPECTION [ ]. FOUNDATION IST [ ] ROUGH PLBG. [ ] UNDATION 2ND [ ] INSULATION/CAULKING ` [ FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE-& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] LECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VI ArON ] PRE C/O / 9CAST l REMARK �IY1,tl C Ak g 'c7Nt s rgAv 5rn i 1K,. Q�e DATE 11 INSPECTOR pE SO!/lyO6 ! 6 7 3 2, 17140 �,!ek # # TOWN OF SOUTHOLD BUILDING DEPT. °`y�nurm ' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAUL-KING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY- [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION {p ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE Z& /Z'?, INSPECTOR oy�OrF SOGTyo! # # TOWN OF SOUTHOLD BUILDING DEPT. u 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] CTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: LAJUFIL� 2 ► � n/ ra44\lrjV) LAJI� - DATE ?/ INSPECTOR i '11 i� l /� - pF SOUIyOIo ``� l J / yV ,NL� 'PG 0.9 * TOWN OF SOUTHOLD BUILDING DEPT. Courm631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: two 3"-" VN�Il11/�����1�1�� L ' DATE � � INSPECTOR �,�� OF SOUJyO� -- - - - - # # TOWN OF SOUTHOLD BUILDING DEPT. • io cou631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] ULATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROU ) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLAT N [ ] PRE C/O [ ] RENTAL 04 REMARKS: �v4wml"" � v oyl I VI i - o Lol . . , 01 "hc ,mom, �� ��� �.✓1 urnm �(�1�W\-+ t gg" Loop- S q pew l DATE y INSPECTOR OF SOUIyO� - --- ��((// // # TOWN OF SOUTHOLD BUILDING DEPT. Znurm631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. a [ ] FOUNDATION 2ND [ ] I ULATION/CAULKING [ ] FRAMING/STRAPPING [ FINAL lVb [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROU [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATIO [ ] PRE C/O [ ] RENTAL -�- RE R0zl W+% (2ew�� . olq DATE 'YOy INSPECTOR (n OF SOUTyOIo TOWN OF SOUTHOLD BUILDING DEPT. enigmv, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IXSULAT ON/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: c� i�,q .,/ 0 %.001 DATE INSPECTOR ItsEnergy P.O. Box 1013 :q�r �T . Glenn Hooper Smithtown, NY ®11►7er !' at�®n Cell (631) 767-8828 Fax (631) 382-8240 11787 www.enerav-experts.net Energy Efficient Construction Consulting RESENT Rater I Passive House Rater I DOE Qualified Home Assessor I ANSI Level I Thermographer I Elite Soft RHVAC instructor Blower Door Test Certificate Permit#: House address: 1740 Inlet Pond Rd City: Greenport Zip: 11944 Conditioned Floor Area 4057 i2• C4 CFA Volume (ft3): 2,405 Maximum CFM50 @ 3 A = 3,620 (3x olume/60) Test Result: 985 CFM @ 50 Pa ACH= 0.8 (CFM*60/V) 402.4.1.2 Testing.The Building or dwelling unit shall be tested and verified as having an air leakage rate no exceeding three air changes per hour.Testing shall be conducted in accordance with ASTM E 779 or ASTM E 1827 and reported at a pressure of 0.2 inch w.g.(50 Pascals).Testing shall be performed at any time after creation of all penetrations of the building thermal envelope.During testing: 1.Exterior windows and doors,fireplace and stove doors shall be closed,but not sealed,beyond the intended weather-stripping or other infiltration control measures. 2.Dampers shall be closed,but not sealed,including exhaust,intake,makeup air,backdraft and flue dampers,but not sealed beyond intended control measures. 3.Interior doors,if installed at the time of the test,shall be open. 4.Exterior openings for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5.Heating and cooling system(s)shall be turned off; 6.Heating and cooling systems,if installed at the time of the test,shall be fully open. I certify that the above building leakage rates are accurate at the time of testing and determined using standard RESNET blower door testing protocol and ASHRAE/ASTM E779. Company Name: Residential Energy Conservation Company Address: P.O. Box 1013 Smithtown NY 11787 Technician:Glenn Hooper RESNET Rater: ID 3191563 Techn Date: 05/13/2023 Page 11 Fredrick Ercohno Architect 114 Dorado Court South rerco@optonline.net Middle Island NY 11953 631-255-6500 Mr.Michael J.Verity February 10,2023 Chief Building Inspector Town Hall Annex Building 54375 Route 25 P.O.Box 1179 Southold NY 11971 RE: Tropeano Residence 1740 Inlet Pond Road Greenport NY. 11944 Permit#46732 Mr.Verity, I have been retained to perform inspections on the above referenced project. The following inspections have been completed to date: 10/18/2021 Footing inspection 10/20/2021 Keyway inspection 10/27/2021 Snap tie parging 10/29/2021 Water proofing 12/15/21 Rough framing and strapping inspection 4/2/2022 Rough Plumbing 4/2/22 Insulation I have Bete been satisfactorily completed in accordance with the approved drawings and the requirem t�'� (MR ential Building code. �A Re C9 Fredrick OF NES 1 Ak Architectural Testing SUMMARY TEST REPORT FOR: Andersen Corporation Report Number: D2583.03-201-44 100 Fourth Avenue North Test End Date: 11/07/2013 Bayport,MN 55003 Report Date: 02/28/2014 Test Record Retention End Date: 02/28/2018 SERIES TESTED: A-Series Frenchwood Gliding Patio Door with Stormwatch Protection/FWGD80611AS IG IR MODEL TESTED Sliding Glass Door NAFS-08/-11 Class LC PG50 Size Tested 95.3 x 82.4 in. DP+50/-80 Test Results Summary Operating Ease Pass,31 N(7 lbf)max. Resistance to Air Infiltration 0.09 cfm/ftz (ASTM E283) Resistance to Water Penetration Pass at DP50(ASTM E547) Resistance to Structural Loading Pass at DP50(ASTM E330) Forced Entry Resistance Pass CASTM F 842 CAN/CGSB-82.1-M89,Evaluation to the prescriptive requirements were not performed Test Ratine Operating Ease Pass,31 N(7 lbf)max. Air Tightness A3 Water Tightness B3 Wind Load Resistance C3 Blow-Out C3 Test Results Summary Impact No rips,tears or penetrations Pressure Cycling DP+50 -80 REFERENCE: See ATI Report No.D2583.01-201-44,D2583.02-201-44 and D2583.04-201-44 for complete test results. A copy of this report will be retained by ATI for a period of four years. This report is the exclusive property of the client named herein and is applicable to the sample tested. Results obtained are tested values and do not constitute an opinion or endorsement by this laboratory. ARCHITECTURAL TESTING,INC ARCHITECTURAL TESTING,INC Tony D.Gavin Daniel A.Johnson Technician Director-Regional Operations 849 Western Avenue North St. Paul, MN 55117 Phone: 651-636-3835 Fax: 717-764-4129 www.archtest.com Intertek Architectural Testing SUMMARY TEST REPORT FOR: - Andersen Corporation Report Number: E7281.03-201-47 100 Fourth Avenue North Test End Date: 04/28/2015 Bayport, MN 55003 Report Date: 08/11/2015 Test Record Retention End Date: 04/28/2019 SERIES TESTED: A-Series Picture Window with Stormwatch Protection/APW6068 IG IR MODELTESTED: Fiberglass Clad Wood Fixed Window NAFS-08/-11 Class LC-PG70 Size Tested 71.3 x 79.3 in. DP+70/-70 psf Test Results Summary Operating Ease (N/A) Resistance to Air Infiltration <0.01 cfm/ftz(ASTM E283) Resistance to Water Penetration Pass at DP70(ASTM E547) Resistance to Structural Loading Pass at DP+70/-70(ASTM E330) Forced Entry Resistance Pass(ASTM F 588) CAN/CSA A440-00,Evaluation to the prescriptive requirements were not performed Test Results Summary Operating Ease (N/A) Air Tightness Fixed Water Tightness B5 Wind Load Resistance C5 Blow-Out C5 Test Results Summary Impact Zone 4, Missile D Pressure Cycling DP+70/-70 psf REFERENCE: See Intertek-ATI Report No. E7281.01-201-47,E7281.02-201-47,and E7281.04- 201-47 for complete test results. A copy of this report will be retained by Intertek-ATI for a period of four years. This report is the exclusive property of the client named herein and is applicable to the sample tested. Results obtained are tested values and do not constitute an opinion or endorsement by this laboratory. INTERTEK-ATI INTERTEK-ATI �'6P.S7�stl by.NNvry6avm �N�bl mNAA Tony D.Gavin Daniel A.Johnson Technician Director of Regional Operations 849 Western Avenue North' vwwv.archtest.com . wv.intertek.com/building P- 651.636.3835 St. Paul, MN 55117 vwf. 717.764.4129 Intertek , Architectural Testing SUMMARY TEST REPORT FOR: Andersen Corporation Report Number: E7292.03-201-47 100 Fourth Avenue North Test End Date: 06/29/2015 Bayport,MN 55003 Report Date: 07/16/2015 Test Record Retention End Date: 06/29/2019 SERIES TESTED: A-Series Casement Window with Stormwatch Protection/ACW3060S IG IR MODEL TESTED: Clad Wood Casement Fixed Window NAFS-08/41 Class LC-PG70 Size Tested 35.3 x 71.3 in.DP+70/-70 Test Results Summary Operating Ease (N/A) Resistance to Air Infiltration <0.01 cfm/ftz(ASTM E283) Resistance to Water Penetration Pass at DP70(ASTM E547) Resistance to Structural Loading Pass at DP+70/-70(ASTM E330) Forced Entry Resistance Pass ASTM F 588 CAN/CSA A440-00,Evaluation to the prescriptive requirements were not performed T&A Ratinsr Operating Ease (N/A) Air Tightness Fixed Water Tightness B5 Wind Load Resistance C5 Blow-Out C5 Test Results Summary Impact Zone 4,Missile D Pressure Cycling DP+70/-70 psf REFERENCE' See Intertek-ATI Report No.E7292.01-201-47,E7292.02-201-47,and E7292.04-201-47 for complete test results. A copy of this report will be retained by Intertek-ATI for a period of four years. This report is the exclusive property of the client named herein and is applicable to the sample tested. Results obtained are tested values and do not constitute an opinion or endorsement by this laboratory. INTERTEK-ATI INTERTEK-ATI 04t*SPWby'.AnftMGav1n Otgh7ySgiW M DaNc1A Tony D.Gavin Daniel A.Johnson Technician Director of Regional Operations 849 Western Avenue North www.archtest.com www.intertek.com/building P- 651.636.3835 St. Paul, MN 55117 f. 717.764.4129 Intertek Architectural Testing SUMMARY TEST REPORT FOR: Andersen Corporation Report Number: G3632.03-201-44 100 Fourth Avenue North Test End Date: 09/21/2016 Bayport,MN 55003 Report Date: 12/02/2016 Test Record Retention End Date: 09/21/2020 SERIES TESTED: Clad Wood Casement Window MODELTESTED: A-Series Casement Window with Stormwatch Protection/ACW4068 IG IR NAFS-08/-11 Class LC-PG50 Size Tested 47.3 x 79.3 in. DP+50/-50 Test Results Summary Operating Ease 31 N(7 Ibf) Resistance to Air Infiltration <0.01 cfm/ft2(ASTM E283) Resistance to Water Penetration Pass at DP50(ASTM ES47) Resistance to Structural Loading Pass at DP+50/-50(ASTM E330) Forced Entry Resistance Pass(ASTM F 588) CAN/CSA A440-00,Evaluation to the prescriptive requirements were not performed Test Rating Operating Ease 31 N(7 Ibf) Air Tightness A3 Water Tightness B3 Wind Load Resistance C4 Blow-Out C3 Forced Entry Resistance F10 ASTM E-1886/1996 Test Results Summary Impact Zone 4,Missile D Pressure Cycling DP+50/-50 psf REFERENCE: See ATI Report No.G3632.01-201-44,G3632.02-201-44 and G3632.04-201-44 for complete test results. A copy of this report will be retained by Intertek-ATI for a period of four years. This report is the exclusive property of the client named herein and is applicable to the sample tested. Results obtained are tested values and do not constitute an opinion or endorsement by this laboratory. INTERTEK-ATI INTERTEK-ATI OghN�Ld bf:AnOvryGartri YSycC b/:DarielA Tony D.Gavin Daniel A.Johnson Technician Director of Regional Operations 849 Western Avenue North www archtest.com www.intertek.com/building p• 651.636.3835 St. Paul, MN 55117 f. 717.764.4129 Intertek Architectural Testing SUMMARY TEST REPORT FOR: Andersen Corporation Report Number: G3640.03-201-44 100 Fourth Avenue North Test End Date: 09/23/2016 Bayport,MN 55003 Report Date: 12/02/2016 Test Record Retention End Date: 09/23/2020 SERIES TESTED: Clad Wood Awning Window MODELTESTED: A-Series Awning Window with Stormwatch Protection/AAN4040 IG IR NAFS-08/-11 Class LC-PG50 Size Tested 47.3 x 47.3 in. DP+50/-50 Test Results Summary Operating Ease 22 N(5 Ibf) Resistance to Air Infiltration <0.01 cfm/ftz(ASTM E283) Resistance to Water Penetration Pass at DP50(ASTM E547) Resistance to Structural Loading Pass at DP+50/-50(ASTM E330) Forced Entry Resistance Pass(ASTM F 588) CAN/CSA A440-00, Evaluation to the prescriptive requirements were not performed Test Rating Operating Ease 22 N(5 Ibf) Air Tightness A3 Water Tightness B3 Wind Load Resistance C4 Blow-Out C3 Forced Entry Resistance F10 ASTM E-1886/1996 Test Results Summary Impact Zone 4,Missile D Pressure Cycling DP+50/-50 psf REFERENCE: See ATI Report No.G3640.01-201-44,G3640.02-201-44 and G3640.04-201-44 for complete test results. A copy of this report will be retained by Intertek-ATI for a period of four years. This report is the exclusive property of the client named herein and is applicable to the sample tested. Results obtained are tested values and do not constitute an opinion or endorsement by this laboratory. INTERTEK-ATI INTERTEK-ATI y Ada a, 59dbrA fl- r-- aPWS9�W.0.6d A. Tony D.Gavin Daniel A.Johnson Technician Director of Regional Operations 849 Western Avenue North wvvw.archtest.com vwwv.intertek.com/building p• 651.636.3835 St. Paul, MN 55117 f. 717.764.4129 Ak /1`0� Architectural Testing SUMMARY TEST REPORT FOR: Andersen Corporation Report Number: D2590.03-201-44 100 Fourth Avenue North Test End Date: 12/26/2013 Bayport,MN 55003 Report Date: 02/28/2014 Test Record Retention End Date: 02/28/2018 SERIES TESTED: A-Series Frenchwood Gliding Door with Stormwatch Protection/FWGD15106110SAAS DPUP IG IR MODEL TESTED Sliding Glass Door NAFS-08/41 Class LC PG65 Size Tested 189.0 x 82.4 in. DP+65/-70* Test Results Summary Operating Ease Pass,44 N(101bf)max. Resistance to Air Infiltration 0.10 cfm/ftz(ASTM E283) Resistance to Water Penetration Pass at DP65(ASTM E547) Resistance to Structural Loading Pass at DP65(ASTM E330) Forced Entry Resistance Pass ASTM F 842 CAN/CGSB-82.1-MB9,Evaluation to the prescriptive requirements were not performed Test Rating Operating Ease Pass,44 N(101bf)max. Air Tightness A3 Water Tightness B4 Wind Load Resistance C3 Blow-Out C3 Test Results Summary Impact No rips,tears or penetrations Pressure Cycling DP+65 -70 See ATI Report No.D2590.01-201-44,D2590.02-201-44 and D2590.04-201-44 REFERENCE' for complete test results. Reference Architectural Testing, Inc. Report No. D2593.01-201-44 dated 01/28/14 for complete Gateway test specimen description and test results. A copy of this report will be retained by ATI for a period of four years. This report is the exclusive property of the client named herein and is applicable to the sample tested. Results obtained are tested values and do not constitute an opinion or endorsement by this laboratory. ARCHITECTURAL TESTING,INC ARCHITECTURAL TESTING,INC Oigit*&S.1d .A�dry GaM D'gitally 'd 6y:QdrvtlA Tony D.Gavin Daniel A.Johnson Technician Director-Regional Operations 849 Western Avenue North St. Paul, MN 55117 Phone: 651-636-3835 Fax: 717-764-4129 www.archtest.com • a a I F"m ------------ i ► _ �-'tv i FIRANT t INSULATION STATETNERGY CODE — TWl .� WA new 1p w OR I IT i 1 • PROPERTY INFORMATION, _ Existing use of property:vacant land :k_ Intended use of propertyµsingle family residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 non conforming this property? ❑Yes ■No IF YES, PROVIDE A COPY. V. 0'Chec1k_8dk After Reading::The owner/contractor/design professional is responsible.for all drainage and'storm water issues as provided by chapter.236 of the Town Code. APPLICATION IS HEREBY MADE to the Build Ing.Department for the issuance of a Building Permit pursuant to the Building Zone %Ordinance'ofaheTown ofSouthold,Suffolk,County,New York and other applicable Laws;Ordinances or'Regulations;for the consiruction`of buildings, additions,akerations or for_removal or demolkior as herein`described The applicant_agrees to:cornph wRh all applicable laws,ordinances;building code, housing code and regulations and to`adniit authorized inspector's on premises and in 6uildmg(s)for necessary inspections:False_statements madeherein.are punishable as a Class 4,misdemeanor pursuant'to Section 210.45 of,the New York State Penal Law Application Submitted B na Scott Accard0 _ : . _...�....._�..._ .,..'_._,., .....�.._......,_,.,_..,..........�._..... _.:r.:._..._..,.,..�._..,...�........._�_�,..._..._.....,.._._......._...:......_ caner pp.. .. y )� Authorized Agent_,T❑0. .,.V^ . Signature of Applicant: / Date:7/13/21 STATE OF NEW YORK) SS: COU TY OF SwFou<R I ) C4 ` __'1 , -ft0!D being duly sworn, deposes and says that(s)he is the applicant (Name of individual signingcontract)above named, on (S)he is the �-/ w �V_ r (Contractor,Agent,Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief,and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of ,20-2) 4V Notary Public DIANE DISALVO NOTARY PUBLIC-STATE OF NEW YORK No. OID1475593 PROPERTY OWNER AUTHORIZATION Quoltfied In Suffolk County My Commission Expires April 30, 20Where the applicant is not the owner) I, residing at do hereby authorize to apply on =ntuon wn7ofZKtholdBuilding partment for approval as described herein. nature Date Print Owner's Name 2 SQFFOL/( BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD coIOWTown Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 may,, p�� Telephone (631) 765-1802 Temporary Certificate # f?IZ Date 2022 Customer Name Electrician Name fM fVeL r( Address7�U �, Phone e-mail e-mailLe. Gn Phone License# LIC9 01 Size ;0d A Phase Overhead Underground #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verificatio�ifor 9 d ts from the date above Authorized by D ECEOVE MAR 1 4 7n97 I ING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD TOWN OF souTH(J&wn Hall Annex- 54375 Main Road - PO Box 1179 . Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr southoldtownny.gov — seand(cD-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 3/7/2022 Company Name: FM Electric Inc. Electrician's Name: Fred Malave License No.: 4099-ME Elec. email:fmelec0l@optonline.net Elec. Phone No: 631-727-6822 0 I request an email copy of Certificate of Compliance Elec. Address.: 83 Forge Road, Riverhead, NY 11901 JOB SITE INFORMATION (All Information Required) Name: TROPEANO Address: 1740 INLET POND ROAD, GREENPORT Cross Street: Phone No.: 516 903 6498 Bldg.Permit#: 46732 email: FMELEC01 @OPTONLINE.NET Tax Map District: 1000 Section: Block: Lot: 19 . BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): 400 AMP Underground service, New Dwelling - new construction of 4500 sq ft home Square Footage: 14500 Circle All That Apply: Is job ready for inspection?: ❑ YES ❑✓ NO ❑Rough In ❑ Final Do you need a Temp Certificate?: ❑1 YES ❑ NO Issued On Temp Information: (All information required) Service SizeFv]1 PhF—]3 Ph Size: 400 A # Meters 1 Old Meter# Z New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground�❑Overhead # Underground Laterals 1 ✓ 2 H Frame Pole Work done on Service? Y F1N Additional Information: PAYMENT DUE WITH APPLICATION v e \1D r E C 4gu Qj,t MAR , 4 9n9I ING`DEPARTMIENT- Eledrical'lnspector TOWN OF SOUTHOLD • BUILDING DEP o TOWN OFSOUTH,L�WfI`Hall'Annex- 54375'Main Road - PO Box 1179 Southoldcc ; New York 11971-0959. Telephone (631) 765-1802 - FAX (631) 765-9502 rogern( southoldtownny.gov - sea nd(a�southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECT[ON ELECTRICIAN INFORMATION (All Information Required) ; Date: 3/7/2022 Company Name: FM Electric Inc. Electrician's Name: Fred Malave License No.: 4099-ME Elec. email:fmelec0l@optonline.net Elec. Phone No: 631-727-6822 ElI request an email copy of Certificate of Compliance Elec. Address.: 83 Forge Road, Riverhead, NY 11901 JOB SITE INFORMATION (All Information Required) Name: TROPEANO Address: 1740 INLET POND ROAD, GREENPORT Cross Street: Phone No.: 516 903 6498 Bldg.Permit#: 46732 email: FMELEC01 @OPTONLINE.NET Tax Map District: . 1000 Section: ?)_6 Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): 400 AMP Underground service, New Dwelling - new construction of 4500 sq ft home Square Footage: 14500 Circle All-That Apply: is job ready for inspection?: ElYES � NO F-]Rough In ❑ Final Do you need a Temp Certificate?: Ft I YES ❑ NO Issued On Temp Information: (All information required) Service Size P/11 Ph❑3 Ph Size: 400 A # Meters 1 Old Meter# Z New Service❑Fire Reconnect❑Flood Reconnect[—]Service Reconnect❑Underground❑Overhead # Underground Laterals R 1 Ft/12 H Frame D Pole Work done on Service? Y MN Additional Information: PAYMENT DUE WITH APPLICATION v PERMIT# Switches 1 Outlets GFI'sl`� �! Surface Sconces I'111 H H's I 04 I I 77 UC Lts Fans Fridge ) HW xhaust �IC ' Oven (� ROO4j.-ale �" D rye r AL/01 t _ Smokes I� r,1 DW Service f Carbon Micro i ( Generator Combo I 1 Cooktop ptr 11 -� � Transfer AC AH I Mini Special: � �/ . � Q.r Comments o��OF SOUjyol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • Q Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD STOP WORK ORDER TO: Michael Tropeano 129 Columbia Heights #61 Brooklyn, New York 11201 YOU ARE HEREBY NOTIFIED TO SUSPEND ALL WORK AT: 1740 Inlet Pond Road, Greenport, New York. TAX MAP NUMBER: 1000-33.-3-19.7 Pursuant to Section §144-8 & Chapter 236 of the Town of Southold Code, you are hereby notified to immediately suspend all work until this order has been rescinded. BASIS OF STOP WORK ORDER: Failure to comply with Chapter 236 of the Southold Town Code. CONDITIONS UNDER WHICH WORK MAY BE RESUMED: Provide a New York State licensed engineered storm water report as per Chapter 236 and provide details on retaining walls. FAILURE TO REMEDY THE CONDITIONS AFORESAID AND TO COMPLY WITH THE APPLICABLE PROVISIONS OF LAW MAY CONSTITUTE AN OFFENSE PUNISHABLE BY FINE, IMPRISONMENT OR BOTH. DATE: November 16, 2022 John J. Jarski Senior Building Inspector IT SHALL BE UNLAWFUL TO REMOVE THIS NOTICE WITHOUT WRITTEN CONSENT OF THE ISSUING AGENCY. LETTER OF TRANSMITTAL To: Scott Accordo Date: 01/05/2022 Island Design and Building Corp Project: Tropeano McCarthy Residence 22 Bell Circle 1740 Inlet Pond Road, Greenport, NY -- Port Jefferson, NY 11777 Via: Overnight Mail �� • Att: Fax# Fax cover plus ��page(s) ., Enclosed please find • COPIES DATE ITEMS TRANSMITTED PURPOSE t ' 1 12/30/2021 Building Permit set Revised for Field changes dated 12/30/2020 1 12/08/21 Set of sealed Details of revised structural by Thomas Reilly, P.E. (attached to Building set on A•10) 1717, JAN 1012022 f BUIL'oi(uG DEPT TOWN OF SOUTHOLD Remarks: Please let me know if you need anything additional or have any questions. 631-54-9-5090 , Ext. 110-or- lee@hoFinangrayson.com Copies to: Cover Only: With Enc. Via:Mail,Email,Fax,Hand Delivery Hoffman Grayson Architects,LLP 90 Hiqh Street Huntinqton New York 11743 T 631 549 4060 f 631 549 4435 hoffmangrayson.com By: LEE MANOLIS Title No. PAC-4434 VARIANCE SEARCH JOANN SPANBURGH-WASKI, BEING DULY SWORN DEPOSES AND SAYS: THAT SHE RESIDES AT 66 VISTA COURT, RIVERHEAD, NEW YORK AND IS OVER THE AGE OF 21 YEARS AND THAT SHE IS THE OWNER OF PECONIC ABSTRACT, INC., AN AUTHORIZED AGENT FOR FIRST AMERICAN TITLE INSURANCE COMPANY, AND THAT UNDER HER SUPERVISION AND DIRECTION, TITLE WAS EXAMINED TO THE PARCELS OF LAND DESCRIBED ON THE ANNEXED SCHEDULE THAT SAID EXAMINATION MADE TO INCLUDE 7/9/2021 AND TO DISCLOSE IF SUBJECT PREMISES IS IN FACT IN SINGLE AND SEPARATE OWNERSHIP AS APPEARS FROM THE CHAINS OF TITLE ANNEXED HERETO AND THAT THE EFFECTIVE DATE OF THE APPLICABLE ZONING ORDINANCE 1/1/1983. AND THAT THIS AFFIDAVIT IS MADE TO ASSIST THE TOWN OF SOUTHOLD BOARD OF APPEALS TO REACH ANY DETERMINATION WHICH REQUIRES AS A BASIS THERETOFORE THE INFORMATION SET FORTH HEREIN AND KNOWING FULL WELL THAT SAID BOARD WILL RELY UPON THE TRUTH THEREOF. LIABILITY OF THIS COMPANY IS LIMITED $25,000.00 OR ANY REASON. DATED: 7/21/2021 SWORN TO BEFORE ME THIS PECONIC ABSTRACT, INC. 21St DAY OF JULY, 2021 11 LCIC NOTARY PUBLIC JOANN ANBURGH-WASKI, PRESID T MICHELLE BOYTOMLEY Notary Pubiic,Stats of New York Reg.No. 01BO4989798 i Quefffied In Suffolk County 4. - . Commission Expires 121161 Title No. PAC-4434 Subject Premises: 1000-033.00-03.00-019.007 Ilene Klasfeld Dated: 7/31/1981 TO Rec'd: 8/14/1981 Sal Caiola and Benny Caiola, Jr. Liber 9052 cp 500 As Joint tenants in common without Rights of Survivorship Sal Caiola and Benny Caiola, Jr. Dated: 6/19/2002 As Joint tenants in common without Rec'd: 9/25/2002 Rights of Survivorship Liber 12211 cp 318 TO East of Eden, LLC East of Eden, LLC Dated: 9/4/2003 TO Rec'd: 10/7/2003 John Calabrese Liber 12276 cp 454 Continued... Sworn to before me this PECONIC ABSTRACT, INC. 21St day of July, 2021 Notary Public Joa panburgh-Waski, MICHELLE SOT a OMLEY President Notary Public,State of New York Reg.NIG.01504989798 Qualified In Suffolk County Commission Expires 12/16/ Title No. PAC-4434 Subject Premises: 1000-033.00-03.00-019.007 Continued... East of Eden, LLC Dated: 9/4/2003 TO Rec'd: 4/2/2004 John Calabrese Liber 12311 cp 443 "Correction of Deed is to reserve a Row of ingress and egress John Calabrese a/k/a Dated: 6/12/2020 Giovanni Calabrese Rec'd: 6/23/2020 TO Liber 13062 cp 91 Michael Tropeano and Linda Tropeano LAST DEED OF RECORD Sworn to before me this PECONIC ABSTRACT, INC. 21St day of July, 2021 j Notary Public Joan panburgh-Waski, President MICHELLE r30-170®NiLEY Notary Public,State of New York Reg.No.01 BO4989798 Qualified In Suffolk CountyUk Commission Expires 12/16/_ Title No. PAC-4434 Northeast of Subject Premises: 1000-033.00-03.00-019.006 Ilene Klasfeld Dated: 7/31/1981 TO Rec'd: 8/14/1981 Sal Caiola and Benny Caiola, Jr. Liber 9052 cp 500 As Joint tenants in common without Rights of Survivorship Sal Caiola and Benny Caiola, Jr. Dated: 6/19/2002 As Joint tenants in common without Rec'd: 9/25/2002 Rights of Survivorship Liber 12211 cp 317 TO East of Eden, LLC East of Eden, LLC Dated: 9/4/2003 TO Rec'd: 10/7/2003 John Calabrese and Joanne Calabrese Liber 12276 cp 453 As tenants by the entirety Continued... Sworn to before me this PECONIC ABSTRACT, INC. 21St day of July,,2021 _ T3c unact Notary Public Joa panburgh-Waski, MICHELLE BOT mOMLEY President Notary Public,State of New York Reg.No.01804989798 Qualified In Suffolk county \ Cornmission'Easpires 12/16/v Title No. PAC-4434 Northeast of Subject Premises: 1000-033.00-03.00-019.006 Continued... East of Eden, LLC Dated: 9/4/2003 TO Rec'd: 4/2/2004 John Calabrese and Joanne Calabrese Liber 12311 cp 444 As tenants by the entirety "Correction Deed is to reserve a Row of ingress and egress John Calabrese and Joanne Calabrese Dated: 5/19/2009 As tenants by the entirety Rec'd: 6/10/2009 TO Liber 12590 cp 519 Jerry Georges and Mary Georges, his wife Jerry Georges and Mary Georges, his wife Dated: 4/15/2019 TO Rec'd: 5/13/2019 Cedric Alexandre Maurice Lucas and Liber 13011 cp 879 Ann Cho Lucas, his wife LAST DEED OF RECORD Sworn to before me this PECONIC ABSTRACT, INC. 211t day of July, 2021 I�cQ�i ay"LL1�t �s�Notary Public Spanburgh-Waski, WHELLE€OTrOUiLEY Notary Pubiic,State Of Ne'l York President Reg.No.01804989'798 Qualified in Suffolk County k Commission Expires 17/16/ Title No. PAC-4434 Southwest of Subject Premises: 1000-033.00-03.00-019.008 Ilene Klasfeld Dated: 7/31/1981 TO Rec'd: 8/14/1981 Sal Caiola and Benny Caiola, Jr. Liber 9052 cp 500 As Joint tenants in common without Rights of Survivorship Sal Caiola and Benny Caiola, Jr. Dated: 6/19/2002 As Joint tenants in common without Rec'd: 9/25/2002 Rights of Survivorship Liber 12211 cp 319 TO East of Eden, LLC East of Eden, LLC Dated: 9/4/2003 TO Rec'd: 10/7/2003 Joanne Calabrese Liber 12276 cp 455 Continued... Sworn to before me this PECONIC ABSTRACT, INC. 21St day of July, 2021 Y. Notary Public Joan panburgh-Waski, President MICHELLE BOTPOMLEY Notary Public,State of New York Reg.No.01804989798 Qualified In sutvolk county/, Commission Expires 12/18/ Title No. PAC-4434 Southwest of Subject Premises: 1000-033.00-03.00-019.008 Continued... East of Eden, LLC Dated: 9/4/2003 TO Rec'd: 4/2/2004 Joanne Calabrese Liber 12311 cp 442 "Correction Deed is to reserve a Row of ingress and egress Joanne Calabrese Dated: 11/18/2005 TO Rec'd: 12/16/2005 Carl W. Patchke and Liber 12425 cp 930 Elena M. Patchke, his wife Carl W. Patchke and Elena M. Patchke, his wife Dated: 1/14/2016 TO Rec'd: 2/4/2016 JK Two, LLC Liber 12851 cp 460 LAST DEED OF RECORD Sworn to before me this PECONIC ABSTRACT, INC. 2111 day of July, 2021 Notary Public ! J n Span burgh-Waski, President MICHELLE EOT'OMLEY Notary Public,Statr�of New York 798 Qualified Seg.d p su 011c county l Cornrraission Expires 121161 Title No. PAC-4434 Southeast of Subject Premises: 1000-033.00-03.00-019.009 Ilene Klasfeld Dated: 7/31/1981 TO Rec'd: 8/14/1981 Sal Caiola and Benny Caiola, Jr. Liber 9052 cp 500 As Joint tenants in common without Rights of Survivorship Sal Caiola and Benny Caiola, Jr. Dated: 6/19/2002 As Joint tenants in common without Rec'd: 9/25/2002 Rights of Survivorship Liber 12211 cp 320 TO East of Eden, LLC East of Eden, LLC Dated: 9/26/2003 TO Rec'd: 10/20/2003 PTB, LLC Liber 12278 cp 782 Continued... Sworn to before me this PECONIC ABSTRACT, INC. 21St day of July, 2021 Notary Public Joan panburgh-Waski, President MICHELLE BU a IF01MLEY (Votary Public,State of New York Rog.No.011304989798 Qualified In Suffolk County-,, Commission Expires 12/16/ Title No. PAC-4434 Southeast of Subject Premises: 1000-033.00-03.00-019.009 Continued... East of Eden, LLC Dated: 9/27/2003 TO Rec'd: 7/20/2004 PTB, LLC Liber 12331 cp 734 "Correction Deed is to reserve a Row of ingress and egress PTB, LLC Dated: 2/4/2005 TO Rec'd: 2/18/2005 Sofnik, LLC Liber 12372 cp 531 LAST DEED OF RECORD Sworn to before me this PECONIC ABSTRACT, INC. 21St day of July, 2021 , + i c,k I�-kl Ulf -- �� Y� Notary Public J a n Spanburgh-Waski, President MICHELLE F30TTOMLEY NotarY Public,State of New ti%rk R09-No.0160{0983798 Qualified In Suffolk con"mission apires 2116/'x' Title No. PAC-4434 West of Subject Premises: Inlet Pond Road North of Subject Premises: Sound Drive Sworn to before me this PECONIC ABSTRACT, INC. 211t day of July, 2021 ��� Notary Public Jo Span burg h-Waski, MICHELLE t3(:) President Nctasy Public,state of Klew York Reg.iqo.0180 4989798 Quali�9ed In Suffolk County/U Commission Expires 12/18/ I S� AMC,?, a First American ride July 21, 2021 Town of Southold P.O. Box 1409 Southold, NY 11971 RE: Title No: PAC-4434 Owner: Michael Tropeano and Linda Tropeano Premises: 1000-033.00-03.00-019.007 Dear Sir or Madam: Please be advised that Peconic Abstract, Inc. is a duly constituted and authorized agent of First American Title Insurance Company. As such agent, said Company can act fully on our behalf and in our stead and has the authority to prepare and issue Certificate and Report of Titles, omit title exceptions, collect title insurance premiums and issue Title Insurance Policies and Endorsements thereto. If you have any questions in this regard, please feel free to call me at any time. Very truly yours, Patricia A. La Porta, Esq. New York State Counsel Agency Division PAL/wvp cc: Peconic Abstract, Inc. 405 Ostrander Avenue P.O. Box 1267 Riverhead, NY 11901 Phone No. (631) 369-0222 666 Third Avenue,5th Floor,New York,NY 10017 rEL 212.381-6600 - FAX 212.922.0881 www.firs tam ny.com Suffoik County Dept of Labor, Licensing&Consumer Affair, HOME IMPROVEMENT LICENSE Name SCOTT ACCARDO a. Business Name This certifies that the ISLAND DESIGN BUILD CORP bearer is duly licensed by the County of suffolk License Number:H-40105 Rosalie Drago Issued: 04124/2006 Commissioner Expires: 04/01/2022 j� 0 FjnANDERSEN- WINDOWS & DOORS SOLD BY: SOLD TO: CREATED DATE RIVERHEAD Riverhead Building Supply Co Calverton 5/30/2021 BUILDING SUPPLY 250 David Ct Build Smartar.Build Better: Calverton, NY 11933-3052 LATEST UPDATE Fax: 631-996-5109 11/15/2021 Abbreviated Quote Report - Customer Pricing _ .�_ ._-------..___- ._ QUOTE NAME PROJECT.NAME QUOTE NUMBER • CUSTOMER PO# TRADE ID TROPEANO Unassigned Project 839685 747264 __.-_---_--n-.__—_---._�_...--_-----.-__---- ORDER NOTES: DELIVERY NOTES: 1 Item (,qty Operation Location Unit Price Ext. Price _ 100 2 Fixed/Vent None Assigned $3,995.71 $7,991.42 - RO Size=60"x 108" Unit Size =59 1/4"x 107 1/4" Mull: Factory Mulled, Reinforced Join - Factory Assembled Stack Mull, 3/4"4 9/16" Fiberglass Reinforced Joining Horizontal Mull Material APW5068/ATV5024, Unit, Unit 1:A Series Stormwatch Transom, Unit 2:A Series Stormwatch Picture.Window,4 9/16" Frame Depth, Standard Flange, Sash Set, Black E2eMrFMMF, UTIFZerior Sash/Panel, Pine w/White- Painted Interior Frame, Pine w/White -Painted Interior Sash/Panel, Unit 1: Vent, Unit 2: Fixed, Dual Pane Low-E4 Unit 1:Tempered Impact Resistant Unit 2: ^ Impact Resistant Argon Fill Stainless Glass/Grille Spacer, Contemporary Folding,White, Corrosion Resistant Hardware, White, Full Screen,Aluminum Wrapping: 6 11/16" Interior Extension Jamb Pine/White- Painted Standard Perimeter Complete Unit Extension Jambs, Factory Applied Hardware: ATV Contemporary Folding White PN:0400211 Insect Screen 1:A Series Stormwatch Transom,ATV5024 Full Screen Aluminum White Unit# U-Factor SHGC Comments: --------------------------------------- Al 0.29 0.27 A2 0.29 0.3 Quote#: 839685 Print Date: 11/15/2021 7:09:42 PM UTC All Images Viewed from Exterior Page 1 of 16 Item Qtv Operation Location Unit Price Ext. Price 200 2 Fixed/Fixed None Assigned $3,654.43 $7,308.86 f RO Size=60"x 108" Unit Size =59 1/4"x 107 1/4" s Mull: Factory Mulled, Reinforced Join - Factory Assembled Stack Mull, 3/4"4 9/16" Fiberglass Reinforced Joining Horizontal Mull Material -- -- APW5068/ATF5024, Unit, Unit 1:A Series Stormwatch Transom, Unit 2:A Series Stormwatch Picture Window, 4 9/16" Frame Depth, Standard Flange, Direct Set, Black Exterior Frame, Black Exterior Sash/Panel, Pine w/White- Painted Interior Frame, Fixed, T Dual Pane Low-E4 Unit 1: Tempered Impact Resistant Unit 2: Impact Resistant Argon Fill Stainless Glass/Grille Spacer aWrapping: 6 11/16" Interior Extension Jamb Pine/White- Painted Standard Perimeter Complete Unit Extension Jambs, Factory Applied Unit# U-Factor SHGC Comments: --------------------------------------- Al 0.29 0.31 A2 0.29 0.3 Item Qtv Operation Location Unit Price Ext. Price 300 1 Stationary-Stationary BED ROOM 1 $2,646.43 $2,646.43 AlRO Size=72"x 60" Unit Size =71 1/4"x 591/4" Mull: Factory Mulled, Nonreinforced Join - Factory Assembled Ribbon Mull, 3/4 Non Reinforced Material ACW3050-2, Unit,A Series Qtormwatch Casement,4 9/16" Frame Depth, Standard Flange, Black Exterior Frame, Black Exterior L'A -1Sash/Panel, Pine w/White- Painted Interior Frame, Pine w/White- Painted Interior Sash/Panel, Stationary, Dual Pane Low-E4 Impact Resistant Argon Fill Stainless Glass/Grille Spacer 1126 Wrapping: 6 11/16" Interior Extension Jamb Pine/White- Painted Standard Perimeter Complete Unit Extension Jambs, Factory RO-72 Applied Unit# U-Factor SHGC Comments: ---------------------------------------- Al 0.29 0.26 B1 0.29 0.26 Quote#: 839685 Print Date: 11/15/2021 7:09:42 PM UTC All Images Viewed from Exterior Page 2 of 16 Item Qtv Operation Location Unit Price Ext. Price � 7400 1 Left BR 1 $1,509.49 $1,509.49 RO Size = 30"x 60" Unit Size = 29 1/4"x 591/4" ACW2650, Unit, A Series Stormwatch Casement, 4 9/16" Frame Depth, Standard Flange, Black Exterior Frame, Black Exterior \ Sash/Panel, Pine w/White- Painted Interior Frame, Pine w/White- Painted Interior Sash/Panel, Left, Dual Pane Low-E4 Impact Resistant Argon Fill Stainless Glass/Grille Spacer, Contemporary Folding, White, Corrosion Resistant Hardware,White, Full �7 Screen,Aluminum Wrapping: 6 11/16" Interior Extension Jamb Pine/White- Painted Standard Complete Unit Extension Jambs, Factory Applied Hardware:ACW Contemporary Folding White PN:0400208 Insect Screen 1:A Series Stormwatch Casement,ACW2650 Full Screen Aluminum White PN:0400718 Unit# U-Factor SHGC Clear Opening/Unit# Width Height Area (Sq. Ft) Comments: ---------------------------------------- ----------------------------------------------------------------------------------- A1 0.29 0.26 Al 22.5000 53.6250 8.38000 Item (,qty Operation Location Unit Price Ext. Price 500 1 Right BR 1 $1,509.49 $1,509.49 RO Size=30"x 60" Unit Size =29 1/4"x 591/4" ACW2650, Unit,A Series Stormwatch Casement, 4 9/16" Frame Depth, Standard Flange, Black Exterior Frame, Black Exterior Sash Panel, Pine w/White-Painted Interior Frame, Pine w/White- Painted Interior Sash/Panel, Right, Dual Pane Low-E4 Impact Resistant Argon Fill Stainless Glass/Grille Spacer, Contemporary Folding, White, Corrosion Resistant Hardware, White, Full a7 Screen,Aluminum --2126 Wrapping: 6 11/16" Interior Extension Jamb Pine/White- Painted Standard Complete Unit Extension Jambs, Factory Applied Hardware:ACW Contemporary Folding White PN:0400208 Insect Screen 1:A Series Stormwatch Casement,ACW2650 Full Screen Aluminum White PN:0400718 Unit# U-Factor SHGC Clear Opening/Unit# Width Height Area (Sq. Ft) Comments: ---------------------------------------- ---------------M 0.29 0.26 Al 22.5000 53.6250 8.38000 Quote#: 839685 Print Date: 11/15/2021 7:09:42 PM UTC All Images Viewed from Exterior Page 3 of 16 1 Item Qtv Operation Location Unit Price Ext. Price 600 1 Vent-Vent BATH $2,371.82 $2,371.82 RO Size=72"x 28" Unit Size =71 1/4"x 271/4" F Mull: Factory Mulled, Reinforced Join - Factory Assembled Ribbon Mull, 3/4"4 9/16" Fiberglass Reinforced Joining Material 1 1 AAN3024-2, Unit,A Series Stormwatch Awning-AW, 4 9/16" Frame Depth, Standard Flange, Black Exterior Frame, Black Exterior — Z71; — Sash/Panel, Pine w/White- Painted Interior Frame, Pine w/White -Painted Interior Sash/Panel,Vent, Dual Pane Low-E4 Impact Ro.n Resistant Argon Fill Stainless Glass/Grille Spacer, Contemporary Folding, White, Corrosion Resistant Hardware, White, Full Screen,Aluminum Wrapping:6 11/16" Interior Extension Jamb Pine/White- Painted Standard Perimeter Complete Unit Extension Jambs, Factory Applied Hardware:AAN Contemporary Folding White PN:0400211 Insect Screen 1:A Series Stormwatch Awning-AW,AAN3024 Full Screen Aluminum White Hardware:AAN Contemporary Folding White PN:0400211 Insect Screen 1:A Series Stormwatch Awning-AW,AAN3024 Full Screen Aluminum White Unit# U-Factor SHGC Comments: --------------------------------------- Al 0.29 0.26 131 0.29 0.26 Item Qtv Operation Location Unit Price Ext. Price 700 2 Right BR 2 $1,509.49 $3,018.98 RO Size=30"x 60" Unit Size =29 1/4"x 591/4" ACW2650, Unit,A Series ement, 4 9/16"Frame Depth, Standard Flange, Black Exterior Frame, Black Exterior Sash/Panel, Pine w/White- Painted Interior Frame, Pine w/White- Painted Interior Sash/Panel, Right, Dual Pane Low-E4 Impact Resistant Argon Fill Stainless Glass/Grille Spacer, Contemporary Folding, White, Corrosion Resistant Hardware, White, Full Screen,Aluminum —�2926___, Wrapping: 6 11/16" Interior Extension Jamb Pine/White- Painted Standard Complete Unit Extension Jambs, Factory Applied Hardware:ACW Contemporary Folding White PN:0400208 Insect Screen 1:A Series Stormwatch Casement,ACW2650 Full Screen Aluminum White PN:0400718 Unit# U-Factor SHGC Clear Opening/Unit# Width Height Area (Sq. Ft) Comments: ---------------------------------------- ---------------------------------------------------------------------------------- A1 0.29 0.26 Al 22.5000 53.6250 8.38000 Quote#: 839685 Print Date:. 11/15/2021 7:09:42 PM UTC All Images Viewed from Exterior Page 4 of 16 Item Qtv Operation Location Unit Price Ext. Price 800 2 Left BR 2 $1,509.49 $3,018.98 RO Size =30"x 60" Unit Size =29 1/4"x 591/4" \ . . ACW2650, Unit,A Series Stormwatch Casement, 4 9/16" Frame Depth, Standard Flange, Black Exterior Frame, Black Exterior j Sash/Panel, Pine w/White- Painted Interior Frame, Pine w/White- Painted Interior Sash/Panel, Left, Dual Pane Low-E4 Impact Resistant Argon Fill Stainless Glass/Grille Spacer, Contemporary Folding, White, Corrosion Resistant Hardware, White, Full 5•� Screen,Aluminum 2025—, Wrapping: 6 11/16" Interior Extension Jamb Pine/White- Painted Standard Complete Unit Extension Jambs, Factory Applied M Hardware:ACW Contemporary Folding White PN:0400208 Insect Screen 1:A Series Stormwatch Casement,ACW2650 Full Screen Aluminum White PN:0400718 Unit# U-Factor SHGC Clear Opening/Unit# Width Height Area (Sq. Ft) Comments: ---------------------------------------- ----------------------------------------------------------------------------------- A1 0.29 0.26 Al 22.5000 53.6250 8.38000 Item Qtv Operation Location Unit Price Ext. Price 900 2 Vent BR 2 $1,080.50 $2,161.00 �i RO Size=30"x 28" Unit Size =29 1/4"x 271/4" // AAN2624, Unit,A Series Stormwatch Awning-AW, 4 9/16" Frame Depth, Standard Flange, Black Exterior Frame, Black Exterior Sash/Panel, Pine w/White- Painted Interior Frame, Pine w/White- Painted Interior Sash/Panel, Vent, Dual Pane Low-E4 Impact Resistant Argon Fill Stainless Glass/Grille Spacer, Contemporary Folding, White, Corrosion Resistant Hardware, White, Full Screen,Aluminum 20.25 Wrapping: 6 11/16" Interior Extension Jamb Pine/White- Painted Standard Complete Unit Extension Jambs, Factory Applied I--- RO-30--- Hardware:AAN Contemporary Folding White PN:0400211 Insect Screen 1:A Series Stormwatch Awning-AW,AAN2624 Full Screen Aluminum White Unit# U-Factor SHGC Comments: ---------------------------------------- A1 0.29 0.26 Quote M 839685 Print Date: 11/15/2021 7:09:42 PM UTC All Images Viewed from Exterior Page 5 of 16 Item Qtv Operation Location Unit Price Ext. Price 1000 1 Stationary-Right-Left-Stationary GREAT RM $10,119.22 $10,119.22 RO Size= 190"x 83" Unit Size =189" x 82 3/8" FWGD-4-1510611, Unit,A Series SW Patio Doors 4 Panel-FWG, 4 9/16" Frame Depth, Unassembled, Black Exterior Frame, Black Exterior Sash/Panel, Pine w/White- Painted Interior Frame, Pine w/White- Painted Interior Sash/Panel, Bronze Appearance, Stationary-Right-Left-Stationary, Dual Pane Low-E4 Tempered Impact Resistant Argon Fill Stainless Glass/Grille Spacer, Newbury; Satin Nickel, DP/PG Upgrade, Black, Full Screen, Fiberglass, Top Hung Gliding Wrapping: 6 11/16" Interior Extension Jamb Pine/White- Painted Standard Complete Unit Extension Jambs, Job Site Applied Frame: 4 9/16", Bronze Appearance, Black Exterior/Pine White- Painted Interior Version:10/10/2021 Trim Set 1: FWGD Stationary-Right-Left-Stationary Newbury Satin Nickel PN:2579436 Insect Screen 1:A Series SW Patio Doors 4 Panel-FWG, 48"X 79 11/32" FWGD-4-1510611 Full Screen Fiberglass Top Hung Gliding Black Insect Screen 2:A Series SW Patio Doors 4 Panel-FWG, 48"X 79 11/32" FWGD-4-1510611 Full Screen_ Fiberglass Top Hung Gliding Black Gliding Insect Screen Track:A Series SW Patio Doors 4 Panel-FWG FWGD-4-1510611 Top Hung Gliding (Includes Astragal Screei kit) Black Panel Astragal: FWGD 83 Black/Black/Pine/White- Painted Panel 1: Left Slab 48 x 79.344 FWGD-4-1510611 Stationary-Right-Left-Stationary Black/Black/Pine/White- Painted Low-E4 Tempered Impact Resistant Argon Filled DP/PG Upgrade Panel 2: Left Center Slab 48 x 79.344 FWGD-4-1510611 Stationary-Right-Left-Stationary Black/Black/Pine/White- Painted Low- E4 Tempered Impact Resistant Argon Filled DP/PG Upgrade Panel 3: Right Center Slab 48 x 79.344 FWGD-4-1510611 Stationary-Right-Left-Stationary Black/Black/Pine/White- Painted Low- E4 Tempered Impact Resistant Argon Filled DP/PG Upgrade Panel 4: Right Slab 48 x 79.344 FWGD-4-1510611 Stationary-Right-Left-Stationary Black/Black/Pine/White- Painted Low-E4 Tempered Impact Resistant Argon Filled DP/PG Upgrade Extension Jamb 1: FWGD-4-1510611 Interior Extension Jamb Standard Pine White- Painted 6 11/16"Complete Unit Extension Jambs Job Site Applied Unit# U-Factor SHGC Comments: ---------------------------------------- Al 0.32 0.26 Quote#: 839685 Print Date: 11/15/2021 7:09:42 PM UTC All Images Viewed from Exterior Page 6 of 16 Item Qtv Operation Location Unit Price Ext. Price 1100 1 Vent KITCHEN SINK $1,519.70 $1,519.70 RO Size=40"x 40" Unit Size=39 1/4"x 391/4" AAN3434, Unit,A Series Stormwatch Awning-AW, 4 9/16" Frame Depth, Standard Flange, Black Exterior Frame, Black Exterior Sash/Panel, Pine w/White - Painted Interior Frame, Pine w/White- Painted Interior Sash/Panel,Vent, Dual Pane Low-E4 Tempered Impact Resistant Argon Fill Stainless Glass/Grille Spacer, Contemporary Folding, White, Corrosion Resistant Hardware,White, TFull Screen,Aluminum --- _4-- 39.26 Wrapping: 6 11/16" Interior Extension Jamb Pine/White- Painted Standard Complete Unit Extension Jambs, Factory Applied an.an Hardware:AAN Contemporary Folding White PN:0400211 Insect Screen 1:A Series Stormwatch Awning-AW,AAN3434 Full Screen Aluminum White Unit# U-Factor SHGC Comments: ---------------------------------------- Al 0.29 0.26 Item Qty Operation Location Unit Price Ext. Price 1200 1 Left-Right BR 3 $3,179.54 $3,179.54 RO Size=72"x 60" Unit Size =71 1/4"x 591/4" & j Mull: Factory Mulled, Nonreinforced Join -Factory Assembled Ribbon Mull, 3/4 Non Reinforced Material ACW3050-2, Unit,A Series Stormwatch Casement, 4 9/16" Frame Depth, Standard Flange, Black Exterior Frame, Black Exterior si s.i Sash/Panel, Pine w/White- Painted Interior Frame, Pine w/White- Painted Interior Sash/Panel, Unit 1: Left, Unit 2: Right, Dual 3525 3525 — Pane Low-E4 Impact Resistant Argon Fill Stainless Glass/Grille Spacer, Contemporary Folding, White, Corrosion Resistant .--�--1,25 Hardware, White, Full Screen,Aluminum ao-12 Wrapping: 6 11/16" Interior Extension Jamb Pine/White- Painted Standard Perimeter Complete Unit Extension Jambs, Factory Applied Hardware:ACW Contemporary Folding White PN:0400208 Insect Screen 1:A Series Stormwatch Casement,ACW3050 Full Screen Aluminum White PN:0400724 Hardware:ACW Contemporary Folding White PN:0400208 Insect Screen 1:A Series Stormwatch Casement,ACW3050 Full Screen Aluminum White PN:0400724 Unit# U-Factor SHGC Clear Opening/Unit# Width Height Area (Sq. Ft) Comments: ---------------------------------------- ----------------------------------------------------------------------------------- A1 0.29 0.26 Al 27.4375 53.6250 10.2000 B1 0.29 0.26 B1 27.4375 53.6250 10.2000 Quote#: 839685 Print Date: 11/15/2021 7:09:42 PM UTC All Images Viewed from Exterior Page 7 of 16 Item Qtv Operation Location Unit Price Ext. Price 1300 1 Left BR 3 $1,509.49 $1,509.49 RO Size=30"x 60" Unit Size =29 1/4"x 591/4" ACW2650, Unit,A Series Stormwatch Casement, 4 9/16" Frame Depth, Standard Flange, Black Exterior Frame, Black Exterior Sash/Panel, Pine w/White-Painted Interior Frame, Pine w/White- Painted Interior Sash/Panel, Left, Dual Pane Low-E4 Impact Resistant Argon Fill Stainless Glass/Grille Spacer, Contemporary Folding, White, Corrosion Resistant Hardware,White,Full s7 Screen,Aluminum 20.25 Wrapping: 6 11/16" Interior Extension Jamb Pine/White- Painted Standard Complete Unit Extension Jambs, Factory Applied Hardware:ACW Contemporary Folding White PN:0400208 Insect Screen 1:A Series Stormwatch Casement,ACW2650 Full Screen Aluminum White PN:0400718 Unit# U-Factor SHGC Clear Opening/Unit# Width Height Area (Sq. Ft) Comments: ---------------------------------------- ----------------------------------------------------------------------------------- A1 0.29 0.26 Al 22.5000 53.6250 8.38000 Item Qtv Operation Location Unit Price Ext. Price 1400 1 Right BR 3 $1,509.49 $1,509.49 RO Size=30"x 60" Unit Size =29 1/4"x 591/4" ACW2650, Unit,A Series Stormwatch Casement, 4 9/16" Frame Depth, Standard Flange, Black Exterior Frame, Black Exterior Sash/Panel, Pine w/White- Painted Interior Frame, Pine w/White- Painted Interior Sash/Panel, Right, Dual Pane Low-E4 Impact Resistant Argon Fill Stainless Glass/Grille Spacer, Contemporary Folding, White, Corrosion Resistant Hardware, White, Full si Screen,Aluminum 20.25— Wrapping: 6 11/16" Interior Extension Jamb Pine/White- Painted Standard Complete Unit Extension Jambs, Factory Applied Hardware:ACW Contemporary Folding White PN:0400208 Insect Screen 1:A Series Stormwatch Casement,ACW2650 Full Screen Aluminum White PN:0400718 Unit# U-Factor SHGC Clear Opening/Unit# Width Height Area (Sq. Ft) Comments: ---------------------------------------- ---------------------------------------------------------------------------------- Al 0.29 0.26 Al 22.5000 53.6250 8.38000 Quote M 839685 Print Date: 11/15/2021 7:09:42 PM UTC All Images Viewed from Exterior Page 8 of 16 Item Qty Operation Location Unit Price Ext. Price 1500 1 Left MUDRM $1,509.49 $1,509.49 RO Size=30"x 60" Unit Size =29 1/4"x 59 1/4" ACW2650, Unit,A Series Stormwatch Casement, 4 9/16" Frame Depth, Standard Flange, Black Exterior Frame, Black Exterior Sash/Panel, Pine w/White- Painted Interior Frame, Pine w/White -Painted Interior Sash/Panel, Left, Dual Pane Low-E4 Impact Resistant Argon Fill Stainless Glass/Grille Spacer, Contemporary Folding, White, Corrosion Resistant Hardware, White, Full e,7 Screen,Aluminum 29.25— Wrapping: 6 11/16" Interior Extension Jamb Pine/White - Painted Standard Complete Unit Extension Jambs, Factory Applied Hardware:ACW Contemporary Folding White PN:0400208 Insect Screen 1:A Series Stormwatch Casement,ACVW2650 Full Screen Aluminum White PN:0400718 Unit# U-Factor SHGC Clear Opening/Unit# Width Height Area (Sq. Ft) Comments: ---------------------------------------- ----------------------------------------------------------------------------------- A1 0.29 0.26 Al 22.5000 53.6250 8.38000 Item Qty Operation Location Unit Price Ext. Price _ �_� 1600 2 Vent GARAGE $1,080.50 $2,161.00 j RO Size=30"x 28" Unit Size =291/4"x 271/4" AAN2624, Unit,A Series Stormwatch Awning-AW, 4 9/16" Frame Depth, Standard Flange, Black Exterior Frame, Black Exterior Sash/Panel, Pine w/White- Painted Interior Frame, Pine w/White- Painted Interior Sash/Panel, Vent, Dual Pane Low-E4 Impact _ Resistant Argon Fill Stainless Glass/Grille Spacer, Contemporary Folding, White, Corrosion Resistant Hardware, White, Full Screen, Aluminum 29.25 Wrapping: 6 11/16" Interior Extension Jamb Pine/White- Painted Standard Complete Unit Extension Jambs, Factory Applied I----- RO-SO- ; Hardware:AAN Contemporary Folding White PN:0400211 Insect Screen 1: A Series Stormwatch Awning-AW,AAN2624 Full Screen Aluminum White Unit# U-Factor SHGC Comments: ---------------------------------------- Al 0.29 0.26 Quote#: 839685 Print Date: 11/15/2021 7:09:42 PM UTC All Images Viewed from Exterior Page 9 of 16 Item Qtv Operation Location Unit Price Ext. Price 1700 — 4 Fixed — UPPER GREAT RM $1,957.10 $7,828.40 RO Size —60"x 60 Unit Size —59 1/4 x 591/4 APW5050, Unit, A Series Stormwatch Picture Window, 4 9/16" Frame Depth, Standard Flange, Black Exterior Frame, Black Exterior Sash/Panel, Pine w/White- Painted Interior Frame, Fixed, Dual Pane Low-E4 Impact Resistant Argon Fill Stainless Glass/Grille (. Spacer i Wrapping: 611/16" Interior Extension Jamb Pine/White- Painted Standard Complete Unit Extension Jambs, Factory Applied 59.25 Unit# U-Factor SHGC Comments: ---------------------------------------- Al 0.29 0.3 Item Qty Operation Location Unit Price Ext. Price 1800 1 Stationary-Right MATER BED $4,456.93 $4,456.93 RO Size=72"x 83" Unit Size=71 1/4"x 82 3/8" FWGD60611, Unit,A Series SW Patio Doors 2 Panel-FWG, 4 9/16" Frame Depth, Unassembled, Black Exterior.Frame, Black Exterior Sash/Panel, Pine w/White- Painted Interior Frame, Pine w/White- Painted Interior Sash/Panel, Bronze Appearance, Stationary-Right, Dual Pane Low-E4 Tempered Impact Resistant Argon Fill Stainless Glass/Grille Spacer, Newbury, Satin Nickel, T Li DP/PG Upgrade, Black, Full Screen, Fiberglass, Top Hung Gliding „29 Wrapping:6 11/16" Interior Extension Jamb Pine/.White-Painted Standard Complete Unit Extension Jambs, Job Site Applied Frame: 4 9/16", Bronze Appearance, Black Exterior/Pine White-Painted Interior Version:10/10/2021 Trim Set 1: FWGD Stationary-Right Newbury Satin Nickel PN:2579435 Insect Screen 1:A Series SW Patio Doors 2 Panel-FWG, 36"X 79 11/32" FWGD60611 Full Screen Fiberglass Top Hung Gliding Black Insect Screen Track:A Series SW Patio Doors 2 Panel-FWG FWGD60611 Top Hung Gliding Black Panel 1: Left Slab 36 x 79.344 FWGD60611 Stationary-Right Black/Black/Pine/White-Painted Low-E4 Tempered Impact Resistant Argon Filled DP/PG Upgrade Panel 2: Right Slab 36 x 79.344 FWGD60611 Stationary-Right Black/Black/Pine/White-Painted Low-E4 Tempered Impact Resistant Argon Filled DP/PG Upgrade Extension Jamb 1: FWGD60611 Interior Extension Jamb Standard Pine White- Painted 6 11/16"Complete Unit Extension Jambs Job Site Applied Unit# U-Factor SHGC Comments: -------------------------------------- Al 0.32 0.26 Quote#: 839685 Print Date: 11/15/2021 7:09:42 PM UTC All Images Viewed from Exterior Page 10 of 16 Item Qtv Operation Location Unit Price Ext. Price l � 1900 1 (Fixed/Left) -(Fixed/Fixed)- MASTER BED $9,575.72 $9,575.72 m o o (Fixed/Right) "I RO Size= 116"x 80" Unit Size = 115 1/4"x 79 1/4" 1 i Mull: Factory Mulled, Reinforced Join - Factory Assembled Vertical Priority Two Way Mull, 3/4"4 9/16"Fiberglass Reinforced f €° Joining Material, 3/4"4 9/16" Fiberglass Reinforced Joining Horizontal Mull Material (ATF2418/ACW2450) - (ATF5018/APW5050)- (ATF2418/ACW2450), Unit, Unit 1, 3:A Series Casement, Unit 2:A Series ROt16 Picture Window-CW, Unit 4, 5, 6:A Series Transom-CW, 4 9/16" Frame Depth, Standard Flange, Direct Set, Black Exterior Frame, Unit 1, 3: White Unit 2, 4, 5, 6: Black Exterior Sash/Panel, Pine w/White - Painted Interior Frame, Pine w/White-Painted Interior Sash/Panel, Unit 1: Left, Unit 2, 4, 5, 6: Fixed, Unit 3: Right, Dual Pane Low-E4 Standard Argon Fill Stainless Glass/Grille Spacer, Contemporary Folding, White, Corrosion Resistant Hardware, White, Full Screen,Aluminum, Instructions To Manufacturer: (ATF2418/ACW2450)- (ATF5018/APW5050)- (ATF2418/ACW2450) DUAL PANE LOW-E4 IMPACT RESISTANT Wrapping: 6 11/16" Interior Extension Jamb Pine/White- Painted Standard Perimeter Complete Unit Extension Jambs, Factory Applied Hardware:ACW Contemporary Folding White PN:0400208 Insect Screen 1:A Series Casement,ACW2450 Full Screen Aluminum White PN:0400709 Hardware:ACW Contemporary Folding White PN:0400208 Insect Screen 1:A Series Casement,ACW2450 Full Screen Aluminum White PN:0400709 Unit# U-Factor SHGC Clear Opening/Unit# Width Height Area (Sq. Ft) Comments: ---------------------------------------- ----------------------------------------------------------------------------------- A1 0.27 0.27 Al 20.5000 53.6250 7.63000 B1 0.27 0.31 C1 20.5000 53.6250 7.63000 C1 0.27 0.27 A2 0.27 0.32 B2 0.27 0.32 C2 0.27 0.32 Quote#: 839685 Print Date: 11/15/2021 7:09:42 PM UTC All Images Viewed from Exterior Page 11 of 16 Item Qtv Operation Location Unit Price Ext. Price ;�^�-_ 2000 2 Vent MASTER BED-TEMP $1,154.66 $2,309.32 � \ I RO Size=30"x 28" Unit Size = 29 1/4"x 27 1/4" AAN2624, Unit,A Series Stormwatch Awning-AW, 4 9/16" Frame Depth, Standard Flange, Black Exterior Frame, Black Exterior Sash/Panel, Pine w/White- Painted Interior Frame, Pine w/White- Painted Interior Sash/Panel, Vent, Dual Pane Low-E4 Tempered Impact Resistant Argon Fill Stainless Glass/Grille Spacer, Contemporary Folding, White, Corrosion Resistant Hardware, White, Full Screen,Aluminum 29.26 Wrapping: 6 11/16" Interior Extension Jamb Pine/White- Painted Standard Complete Unit Extension Jambs, Factory Applied F-------RO-30------1 Hardware:AAN Contemporary Folding White PN:0400211 Insect Screen 1:A Series Stormwatch Awning-AW,AAN2624 Full Screen Aluminum White Unit# U-Factor SHGC Comments: -- ------------------------------------- Al 0.29 0.26 Item ON Operation Location Unit Price Ext. Price J 2100 2 Vent BATH $1,080.50 $2,161.00 RO Size=30"x 28" Unit Size = 291/4"x 271/4" \. AAN2624, Unit,A Series Stormwatch Awning-AW, 4 9/16" Frame Depth, Standard Flange, Black Exterior Frame, Black Exterior i Sash/Panel, Pine w/White- Painted Interior Frame, Pine w/White- Painted Interior Sash/Panel, Vent, Dual Pane Low-E4 Impact \ Resistant Argon Fill Stainless Glass/Grille Spacer, Contemporary Folding, White, Corrosion Resistant Hardware, White, Full Screen,Aluminum 2925 Wrapping: 6 11/16" Interior Extension Jamb Pine/White- Painted Standard Complete Unit Extension Jambs, Factory Applied I-------RO.30 Hardware:AAN Contemporary Folding White PN:0400211 Insect Screen 1:A Series Stormwatch Awning-AW,AAN2624 Full Screen Aluminum White Unit# U-Factor SHGC Comments: ---------------------------------------- Al 0.29 0.26 Quote#: 839685 Print Date: 11/15/2021 7:09:42 PM UTC All Images Viewed from Exterior Page 12 of 16 Item Qtv Operation Location Unit Price Ext. Price 1 2200 6 Vent CAT WALK $1,276.56 $7,659.36 o / RO Size=36"x 36" Unit Size =35 1/4"x 351/4" � �. / AAN3030, Unit,A Series Stormwatch Awning-AW, 4 9/16" Frame Depth, Standard Flange, Black Exterior Frame, Black Exterior f j Sash/Panel, Pine w/White- Painted Interior Frame, Pine w/White- Painted Interior Sash/Panel, Vent, Dual Pane Low-E4 Impact C Ai Resistant Argon Fill Stainless Glass/Grille Spacer, Contemporary Folding, White, Corrosion Resistant Hardware, White, Full Screen,Aluminum 35.25 Wrapping:6 11/16" Interior Extension Jamb Pine/White- Painted Standard Complete Unit Extension Jambs, Factory Applied Rn_35 Hardware:AAN Contemporary Folding White PN:0400211 Insect Screen 1:A Series Stormwatch Awning-AW,AAN3030 Full Screen Aluminum White Unit# U-Factor SHGC Comments: ---------------------------------------- Al 0.29 0.26 Item Qtv Operation Location Unit Price Ext. Price 2300 2 Left-Right BONUS RM $3,011.92 $6,023.84 ir RO Size=60"x 60" Unit Size =59 1/4"x 59 1/4" Mull: Factory Mulled, Nonreinforced Join - Factory Assembled Ribbon Mull, 3/4 Non Reinforced Material ACW2650-2, Unit,A Series Stormwatch Casement, 4 9/16" Frame Depth, Standard Flange, Black Exterior Frame, Black Exterior Sash/Panel, Pine w/White- Painted Interior Frame, Pine w/White- Painted Interior Sash/Panel, Unit 1: Left, Unit 2: Right, Dual Pane Low-E4 Impact Resistant Argon Fill Stainless Glass/Grille Spacer, Contemporary Folding, White, Corrosion Resistant 29.25 - --29,25 — Hardware, White, Full Screen,Aluminum 59.25- Ro.60 Wrapping: 6 11/16" Interior Extension Jamb Pine/White- Painted Standard Perimeter Complete Unit Extension Jambs, Factory Applied Hardware:ACW Contemporary Folding White PN:0400208 Insect Screen 1:A Series Stormwatch Casement,ACW2650 Full Screen Aluminum White PN:0400718 Hardware:ACW Contemporary Folding White PN:0400208 Insect Screen 1:A Series Stormwatch Casement, ACW2650 Full Screen Aluminum White PN:0400718 Unit# U-Factor SHGC Clear Opening/Unit# Width Height Area (Sq. Ft) Comments: ---------------------------------------- ----------------------------------------------------------------------------------- A1 0.29 0.26 Al 22.5000 53.6250 8.38000 B1 0.29 0.26 , B1 22.5000 53.6250 8.38000 Quote#: 839685 Print Date: 11/15/2021 7:09:42 PM UTC All Images Viewed from Exterior Page 13 of 16 Item Qtv Operation Location Unit Price Ext. Price 2400 1 Left-Right BONUS RM $3,179.54 $3,179.54 a, RO Size =72"x 60" Unit Size =71 1/4"x 591/4" Mull: Factory Mulled, Nonreinforced Join - Factory Assembled Ribbon Mull, 3/4 Non Reinforced Material ACW3050-2, Unit, A Series Stormwatch Casement, 4 9/16" Frame Depth, Standard Flange, Black Exterior Frame, Black Exterior 5.7 Sash/Panel, Pine w/White- Painted Interior Frame, Pine w/White- Painted Interior Sash/Panel, Unit 1: Left, Unit 2: Right, Dual �z5Z5 Pane Low-E4 Impact Resistant Argon Fill Stainless Glass/Grille Spacer, Contemporary Folding, White, Corrosion Resistant z5 Hardware,White, Full Screen,Aluminum Wrapping: 6 11/16" Interior Extension Jamb Pine/White- Painted Standard Perimeter Complete Unit Extension Jambs, Factory Applied Hardware:ACW Contemporary Folding White PN:0400208 Insect Screen 1:A Series Stormwatch Casement,ACW3050 Full Screen Aluminum White PN:0400724 Hardware:ACW Contemporary Folding White PN:0400208 Insect Screen 1:A Series Stormwatch Casement,ACW3050 Full Screen Aluminum White PN:0400724 Unit# U-Factor SHGC Clear Opening/Unit# Width Height Area (Sq. Ft) Comments: ---------------------------------------- ----------------------------------------------------------------------------------- Al 0.29 0.26 Al 27.4375 53.6250 10.2000 B1 0.29 0.26 B1 27.4375 53.6250 10.2000 Item Qtv Operation Location Unit Price Ext. Price 2500 1 Left TERRACE $2,863.80 $2,863.80 RO Size =33"x 83" Unit Size =32 1/8"x 82 3/8" FWOD29611, Unit,A Series Patio Doors 1 Panel-FWO, 4 9/16" Frame Depth, Factory Assembled, Black Exterior Frame, Black Exterior Sash/Panel, Pine w/White- Painted Interior Frame, Pine w/White- Painted Interior Sash/Panel, Bronze Appearance, Left, Dual Pane Low-E4 Tempered Argon Fill Stainless Glass/Grille Spacer, Newbury, Satin Nickel, Stainless Steel, Corrosion Resistant T Hinge, Corrosion Resistant Locking Mechanism, DP/PG Upgrade, Black, Full Screen, Fiberglass, Retractable ,_ .... Wrapping: 6 11/16" Interior Extension Jamb Pine/White- Painted Standard Complete Unit Extension Jambs, Job Site Applied Trim Set 1: FWOD Left Newbury Satin Nickel PN:2579443 Insect Screen 1:A Series Patio Doors 1 Panel-FWO, 29 1/8"X 791/4" FWOD29611 Full Screen Fiberglass Retractable Black Extension Jamb 1: FWOD29611 Interior Extension Jamb Standard Pine White- Painted 6 11/16"Complete Unit Extension Jambs Job Site Applied Unit# U-Factor SHGC Comments: ---------------------------------------- A1 0.3 0.24 Quote#: 839685 Print Date: 11/15/2021 7:09:43 PM UTC All Images Viewed from Exterior Page 14 of 16 Item Qtv Operation Location Unit Price Ext. Price ` 2600 – 1 Left TERRACE-TEMPERED $1,653.62 $1,653.62 I RO Size–32„x 60 Unit Size=31 1/4 x 591/4 01. ACW2850, Unit,A Series Stormwatch Casement, 4 9/16” Frame Depth, Standard Flange, Black Exterior Frame, Black Exterior Sash/Panel, Pine w/White- Painted Interior Frame, Pine w/White- Painted Interior Sash/Panel, Left, Dual Pane Low-E4 Tempered Impact Resistant Argon Fill Stainless Glass/Grille Spacer, Contemporary Folding, White,Corrosion Resistant Hardware, White, T V Full Screen,Aluminum —„ZS— Wrapping: 6 11/16” Interior Extension Jamb Pine/White-Painted Standard Complete Unit Extension Jambs, Factory Applied Hardware:ACW Contemporary Folding White PN:0400208 Insect Screen 1:A Series Stormwatch Casement,ACW2850 Full Screen Aluminum White Unit# U-Factor SHGC Clear Opening/Unit# Width Height Area (Sq. Ft) Comments: --------------------------------------- ------------------------------------------------------------------------------ All .0.29 0.26 Al 20.3125 53.6250 7.56000 Item Qty Operation Location Unit Price Ext. Price ;f 2700 1 Left BASEMENT $1,166.04 $1,166.04 RO Size=32"x 60 3/8" Unit Size=31 1/2"x 59 7/8" - CX15, Unit, 400 Series Stormwatch Casement, Installation Flange, Black Exterior Frame, Black Exterior Sash/Panel, Pine w/White - Painted Interior Frame, Left, Hinge with Wash Mode, Dual Pane Low-E4 Impact Resistant Series Argon Fill Stainless Glass/ Grille Spacer, Classic Series, White, Corrosion Resistant Hardware, DP/PG Upgrade, White, Full Screen,Aluminum -� Hardware: PSC Classic Series White PN:1361536 Insect Screen 1: 400 Series Stormwatch Casement, CX15 Full Screen Aluminum White PN:1398414 Unit# U-Factor SHGC Clear Opening/Unit# Width Height Area (Sq. Ft) Comments: ---------------------------------------- ----------------------------------------------------------------------------------- A1 0.33 0.32 Al 21.7980 55.0230 8.32910 Quote#: 839685 Print Date: 11/15/2021 7:09:43 PM UTC All Images Viewed from Exterior Page 15 of 16 Item Qtv Operation Location Unit Price Ext. Price 2800 1 Right BASEMENT $1,166.04 $1,166.04 �n RO Size=32"x 60 3/8" Unit Size =31 1/2"x 59 7/8" �m CX15, Unit,400 Series Stormwatch Casement, Installation Flange, Black Exterior Frame, Black Exterior Sash/Panel, Pine w/White - Painted Interior Frame, Right, Hinge with Wash Mode, Dual Pane Low-E4 Impact Resistant Series Argon Fill Stainless Glass/ Ll _&,1 I Grille Spacer, Classic Series, White, Corrosion Resistant Hardware, DP/PG Upgrade, White, Full Screen,Aluminum Hardware: PSC Classic Series White PN:1361536 Insect Screen 1: 400 Series Stormwatch Casement, CX15 Full Screen Aluminum White PN:1398414 Unit# U-Factor SHGC Clear Opening/Unit# Width Height Area (Sq. Ft) Comments: ---------------------------------------- ---------------------------------------------------------------------------------- A1 0.33 0.32 Al 21.7980 55.0230 8.32910 SUB-TOTAL: $103,088.01 FREIGHT: $0.00 LABOR: $0.00 TAX:_ $8,891.34 TOTAL:. $111,979.35 CUSTOMER SIGNATURE DATE *All graphics as viewed from the exterior. **Rough opening dimensions are minimums and may need to be increased to allow for use of building wraps or flashings or sill panning or brackets or fasteners or other items. Thank you for choosing Andersen Windows & Doors Quote#: 839685 Print Date: 11/15/2021 7:09:43 PM UTC All Images Viewed from Exterior Page 16 of 16 Thomas D. Reilly, P.E. joa A> Consulting Engineer SHEET NO. OF 4 Bezel Lane CALCULATED RV Apel MGA DATE /0-/ 1 Smithtown, NY 11787 (631) 724-5740 CHECKED BY DATE SCALE At F1 2 9 tj LEE ............ . /: 3 Cc /9so ,Zc rh c ............. .... .......... 4............ _d v .......... ...... TRI, W: A P T. ........... ..................... ................. .......... .............. ..... ........... ............. 4 1.......... ........... + ... ........ .......... j 3 F ........... le .......... .......... ......... e ... .... ..... o 1 0. ........... e Ze, n4 91: ................. .... ...... ji, ,d ......... . o ...... .............. t ['/', 4;,, y T -A ep A.0 L 4fuj ........... ............ ?v ............... . ........ -JAN 1 0. WiLDAG.D�PT- TOWN OF SOUTHOLD i 4iGhrc Fr- clip v •�--- ._._._. . :� ' bo �is � ^��r ��� �:�a 1v5 ` '� '�I �`i •K+ML Flfi�. � ROFESS\a� rro Thomas D. Reilly, P.E. JOB of ---------- Consulting Engineer SHEET NO. , A v Ae 4 Bezel Lane CALCULATED BY DATE ,i?:- Smithtown, NY 11787 CHECKED BY DATE (631) 724-5740 SCALE ........... .................. ......... cfSt . . ......... .......... ...... ....... ....... ........... ..................... ..........L� .......... ........... ............ ...................... r.5, .................... ........... J........... ............. ............... .......... .......... ........ .......... ...........I-------- ------- i. .......... X .................................. .......... ... ......... ......................t.......... ............ ........ ................ .... . ... . io i.A .......... .......... .......... .......... .............- NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION 99 'v Table 12F BOLTS:Reference Lateral Design Values,Z,for Double Shear - (Cont.) (three member)Connecti6ns',2 for sawn lumber or SCL with all members of identical specific gravity Y�' Thickness G=0.36 Eastern Softwoods Spruce-Pine-Fir(S) a) E m E G=0.43 G=0.42 G=0.37 Western Cedars G=0.35 M n 05 Hem-Fir Spruce-Pine-Fir Redwood(open grain) Western Woods Northern Species is D 41 Z.L Z-L 41 Z�L Z�L Zu Z.L Z.1 Z11 Z.L Z.1 Zn Z.L Z.L In. in. I In. lbs. lbs. lbs, lbs. lbs. lbs. lbs. lbs. lbs. lbs. lbs. lbs. lbs. lbs. tbs. 112 000 950 380 290 940 370 790 680 310 760 660 290 720 550 290 X, 5/8 1130 840 420 1100 830 410 970 690 350 950 660 330 910 640 320 f 1-1/2 1-1/2 314 1350 920 460�.'1320... 1' 900 450 1170 740 370 1140 720 360 1100 700 350 `:;'800' A 64 01`-'' 90 -,�1360'-` 30'. --�-8.40,--,420 v 112 1050 670 450 1030 660 430 910 590 360 890 580 340 850 570 330 516 1310 950 490 1290 94 740 370 0 480 1130 810 400 1110 770 380 1070 D 1-3/4 1-3/4 314 1580 1080 540 1540 1050 530 1360 870 430 1330 840 420 1280 810 410 1" 8 11970, 6 00- 7 0 0 0 0 0 41' 0 >2 Z� 510 0. 112 1100 650 640 1080 640 610 990 580 510 980 560 490 950 550 480 5/8 C-1-5-9-0) 84=0 700 1570 830 690 1450 690 580 1430 660 550 1390 640 530 2-1/2 1-1/2 3/4 2190 920 770 2160 900 750 1950 740 620 1900 720 600 1830 700 580 p'd '.t -2590 84 0 6;0�Y,'2940',� So ,'2 810 112 1100 660 760 1080 640 740 990 580 670 980 560 660 950 550 640 518 590 980 1570 830 960 1450 690 810 1430 660 770 1390 640 740 1-1/2 3/4 2190 920 1080 2160 900 1050 2010 740 870 1990 720 840 1940 706 810 20--,A 112 1180 670 820 1160 660 800 1060 590 720 1040 580 680 1010 570 670 518 1670 950 980 1650 940 960 1510 810 810 1490 770 770 1460 740 740 3-1/2 1-3/4 3/4 2270 1080 1080 2240 1050 1050 2070 870 870 2040 840 840 1990 810 810 rl 1-d - -'--'20-' � '.'-1�1� 7PQ r 920- q 3520; '950 112 1330 880 880 1310 870 860 1230 800 720 1220 780 680 1200 760 670 518 2070 1190 980 2050 1170 960 1930 1030 810 1900 1000 770 1870 970 740 11 3-1/2 3/4 2980 2980 1490 1080 2950 1460 1050 2720 1290 870 2660 1270 840 2560 1240 810 rl 620 30,"".102 Sc. .6IRS ;2240;;1.1230.:;•3830; 518 1590 840 1050 1570 830 1040 1450 690 940 1430 660 920 1390 640 SIDO U 314 2190920 1400 2160 900 1380 2010 740 1250 1990 720 1230 1940 700 1210 1-1/2 �15 1290 '8 3530. 520 610' 5/8 1670 950 '1110 1650 940 1100 1510 810 990 1490 770 970 1450 740 940 3/4 2270 1080 1460 2240 1050 1440 2070 870 1300 2040 840 1260 1990 810 1220 a. 5-114 1-3/4 298 �;'r�'JIW0' f:�90 - X- ' -il i'1606=�.37.70 0 00 1 626 34.46� �'950-"- 1420 5/8 2070 1190 1320 2050 1170 1310 1930 1030 1210 1900 1000 1150 1870 970 112!', A`- 314 2980 1490 1610 2950 1460 1580 2770 1290 1300 2740 1270 1260 2660 1240 '2 3-1/2." 0 '4326--:'-16W 7 8 840 '4660^ -2240 4'1 960 147*01 840 0" 6/8 1590 840 1050 1570 830 1040 1450 690 940 1430 660 9201 1390 640 3/4 2190 920 1400 2160 900 1380 2010 740 1250 1990 720 1230; 1940 7 C- 1-1/2 718:;. - '-'Ae(J6 `-2886 .178 ,--1480 i-26 2660, -.790 -1441 5-1/2 80 !.;"1980"--'3530 1930 870.5.:`1600 i,:`3040-.-1;840-- 1 `ZPG,- M 2070 1190 1320 2050 1170 1310 1930 1030 1210 1900 1006 ],801 197097; 3/4 2980 1490 1690 2950 1460 1650 2770 1290 1360 2740 1270 13201` 26�3 12-1 %2ec 3-1/2 14603410 1610,'.:14 461 -20kQQ 7Q 9W 518 1590 840 1050 1570 830 1040 1450 690 940 1430 660 S 2 _M-X3 3/4 2190 920 1400 2160 900 1380 2010 740 1250 1990 725 12K: 4 7-- 1-112 vs' 2626 3650 -790- 46D61 -,215fid 740,'--1556 b -.;-isdo 2880. 970-1780 '.,2690;,: 810 1630 %,� , 3040. . . .� " -1 - .19 0 - '6Q.�'20101','A^930 810 ,1050::.2240 -1/2, 22W• 3530: 11 70 2040 7 0- 90 1320 2050 1170 1310 1930 1030 IM' 1909 !0�1 K: 570 970 1160 518 2070 11 3/4 2980 1490 1850 2050 1460 1820 2770 11290 1670� 27L.-., 127 SO 2fi&G 1240 1620 _3 q�: _24gq 480 M01.. i976['42W "Isto 1840 840:, 101 2M �2 1 4j76 go. '-'46 _01 840: , " 60 , - . 27 6o��' 2WO. 4240 ;2030 1.Tabulated lateral designvalues,Z,for bolted connections shall be multiplied by ail applicable adjustment'factors(see Table 11.3.1). 2.Tabulated lateral design values,Z.are for"full-body diameter'bolts(see Appendixb Table Ll)Nvith bolt bending field strength,F,,of 45,000 psi. jp,.: AMERICAN WOOD COUNCIL HOUSE SLATE OR OTHER F.F. EL. 39.5' SUITALE COVER OPPER END PLUG LOCKING CASTING SURVEY OF PROPERTY FINISHED GRADE TO GRADE EL. 38.0` _ SLATE OR OTHER STOPPER END A T GREENPORT y COVER TO GRADE 2' MAXM2AX,. CH�TEY � III SURABL COVER OR PLUG TO LEAN °� F DROP .� r MAWN OF SO UTHOLD ;,. USED ON INLET I I LOCATE DROP 'T* I.E. 6'M/N. ACCESS OPENING FOR 37.0' 6' HAFTTANCE SEWER PIPE I.E. 12' 10T SUFFOLK COUNTY, N. Y. 3� ELBOW 1000-33-03-19.7 FLET 36.6' f36- I.E. ;l�:631, J{Y;;;" ':;:': �1j LEACHING POOLSrrL 4• Da CLASS 1+' 18' 1' �•,�1; 1 '::' :?:;';;:2400 PPE OR 11 t/8'per foot min (A' x 12'DEEP) EQUIVALENT PITCHED 8. 5' L 36.0' DEPTH -+- pts, 00 pipe(II I WYE SCALE: 1'=30 1/4' PER FOOT 4 EFFECTIVE close 2400 or ucl 'S MAY 5, 2020 �,rn B OCTOBER 22, 2020 (PROPOSED HOUSE FLOW LINE- ,o LEACHING POOL CLEAN OUT DETAIL -;+' MIN' "'S 8'-0' DIAMETER SAND SW FEBRUARY 4, 2021 (U71LI71ES) � GROUND WATER 8.0 _ _ ..... -......... _._ __.- _ \ _.__._....... \ � SCTM# HIGHEST RECORDED GROUNDWATER DIG DOWN 80 TO SAND (SP) 1000-33-03-19.3 \ BACKFILL MATERIAL TO BE CLEAN SAND do GRAVEL eREMOVE MATERIAL AND sw D BACKFILL WITH SAND (SW) �1 LOT 3 SOU THOLD TOWN L 0 T CO VERA GE 1,250 GALLON CYLINDRICAL SEPTIC TANK DETAIL DWELLING \ BUILDABLE LAND AREA-26,720 sq.ft. NTS (SAND SP) PUBLIC WATER 1. A MINIMUM OF 4 INCHES APPROVED REINFORCED PRECAST '�� \ HOUSE = 2,490 sq.ft. CONCRETE BOTTOM AND 3 INCH WALLS \ POOL = 640 sq.ft. 2. AN 8 FEET IN DIAMETER BY 5 FEET HIGH APPROVED , - REINFORCED PRECAST CONCTERE SOUD RING. 3. AN APPROVED REINFORCED PRECAST CONCRETE 6 INCH 3130/26720 = 11.7% U THICK SLAB TOP IN LAWN AREAS. 4. DROP TS MUST BE PINNED OR OTHERWISE FIRMLY �( ATTACHED. SCTM# \ '�'"1 5. LIQUID DEPTH MUST BE 4 FEET. 1000-33-03-19.2 cVI'II < SCTM# LDS 2 \ > C"i 7 1000-33-03-19.1 \1 VACANT LLJ VACANT 50 :.L rrL "..' 97 SCTM# � I-1: 12' ` '� EL 41.0 \ 1000-33-03-19.5 j 139' 0 \ � u_ t l® LOT 5 0 � SSRE� LSC�PTEP `N ' EL 41.2' \ VACANT CL -0\)PU3 �16g CMF EL 37.8' ;� �- \.� PSEG \ 00 ELECTRIC �� PORTAL \ 5 A Fo ; 6� \ SCTM r' �� OOH 1000-33-03 CMF -19 .6 O X. 23' LOT 6 \ DWELLING \ 128s�. PROPOSE(' SEPTIC PUBLIC !`TATER SYSTEd f SEPARATE gP� PRO PO\S D \ APPLICATI N, RFr LP c��i STONE THWA #R-20-0 13 PROPOSED BURIED \ ELECTRIC LINE \ EX PROPOSED LOCATION OF C8 4\ 1 ST PROPOSED \ ;P ?,00S�V� 1 t 7 STEPS 26 6 \ METER ON HOUSE MY PROPOSED SEPTIC SYSTEMCID , o E\�9�, / by Dept. of 1r� ,, � ,Vices Y \ 99, (4 BEDROOMS) rT w i /3)" 1-1200 GAL. 8'0 X 5' DEEP 1" O AT 2ND f1OCR 12 OPOSED 2GARAGE \ FE.COR. 1-80 X 12' DEEP LEACHING POOL CMTILF.`ER P NOVSFF&39 5 i AREAWAY 0.3'E PROGASLINE BURIED V (:DW) a, 42.5 �Yj'/J RAIN RUNOFF CONTAINMENT: SCTM# � p ` moi' 1'/ / ED PROPOSED: 1,851 $ . Ft. 1000-33-03-19.23 v Z of / PROPOSED pRPA�Io 155 Glc \ \ 2 / 1 TEST HOLE DATA \ , PROPOSED BURIED TA 1,851 x 0.17 x 1 =315 Cu.Ft. LOT 23 �1 PE GAL• PROPANE GAS TANK / McDONALD GEOSC/ENCE 315/42.2 = 7.5 VF z ➢1 15' �' \\ 00 Provide 2 DW 810 x 4' Deep= 8 VF 4-9-2020 DWELLING I MASONRY _- .0 Connected by Gutters & Leaders EL. 38.0' PUBLIC WATER O I PRoos�o FvusH _ O. DARK BROWN LOAM OL I POM-W GRADE _l _ -50. SETBACK 1 1, 1 SCTM# pROPOp\,00x- 1000-33-03-19.10 BROWN SILT ML 1__-- o ,NGROUN / 3' r Ao, LOT 10 EL 36 KEY .8' CMF N ow FE.COR Wp 0.2'N 0.3'E Q = REBAR )1 PROPOSED +-1� SCTM BROWN CLAYEY SAND w POOL DRYWELL CMF tp 1000-33-03-19.9 1 ® = WELL WITH GRAVEL SC o EL 36.1' dt , 1k 1 50 Co. QED ® = STAKE o FE.coR 16 o.2'S VACANT q@, ® = TEST HOLE _ \AN L pICKET FEN' 0.4'W ® = PIPE BROWN FINE TO COARSE - �� FE.END �6p00• 1 E0 = MONUMENT SAND SP E0, RE AR y 0.1•S r,.P-vLq-ld PlaApproved = OD WETLAND FLAG � S79 5 "N FEB (� 5 2021 23 EL 33.8' L EL ;i4.6' '54 43 w ' NOTE: NO WATER ENCOUNTERED BUFF. Co. N�- :L u �IC�S � = UTILITY POLE _ Ii ALL PROPERTIES W/1H/N 150' ON PUBLIC SCTM# _ OFFICE OF MASS TEb TATER PGT. = HYDRANT WATER 1000-33-03-19.22 SUE:0MV,CO;JI'dTY -22A ,T'\i. vT Oa FIE, SETVICM ( = LIGHT POLE ELEVA77ONS REFERENCED TO NA VD 88 LOT 22 SCTM# 1 I . VACANT �.. 1000-33-03-19.8 h;'_ �? r - T*' 7 roe, .., o .F"i`Imo: f.I'"'T'.CZ.���tt• �,._�,�:���Or,��.rs3 A. ��C_?. tv�.�S•I, • . LOT 8 1.{.�, .�'' I:F,s �r G'£:- irtw I '�" #tel LOT NUMBERS REFER TO FINAL PLAT ROCKCOVE ESTATES FILED /N THE SUFFOLK COUNTY CLERK'S OFFICE ON JUNE 11, 2001 AS FILE NO. 10637. DWELLING D;c,.II � �ti) I: r„ I`C )- :.�. PUBLIC WATER THE LOCATIONS OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR FROM DATA OBTAINED FROM OTHERS. THEREFORE THEIR LOCATIONS AND OR EXISTENCE IS NOT GUARANTEED. 12-i OF I am familiar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL _ SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by the conditions set forth therein and on the permit to construct. The location of wells and cesspools shown hereon are from field observations on o rPJ �n�� p d r from data obtained from others. ----------�--- -�._. - _.. . . _. . . .•.__. .. � ,�,�,'.�;�,. N. . LIC. NO. 49618 fyv _ PECONIC SURVEYORS P C ANY ALTERA77ON OR ADD177ON TO THIS SURVEY/S A KOLA710N OF SEC77ON 7209 OF THE NEW YORK STATE' AREA= 26,720 SO FT. 1' (631) 765-5020 FAX (631) 765-1797 EDUCATION LAW. EXCEPT AS PER SEC77ON 7209-SUBDIVISION 2. ALL CERTIFICATIONS HEREON ARE VALID FOR THIS MR S"'AN;TA'Ry MAP AND COPIES THEREOF ONLY !F SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE LTR �I, T ,�,p I E P.O. BOX 909 SIGNATURE APPEARS HEREON. µ - m SOUTHOLD EL R 11971 T 20-019 133'-O" 160.0' BLOCK RETAINING WALL 1 EL 36.1 ----- 579°54' BW 36.1 W � TW 39.6 BW 36.6 EL 36.6 I A D R A I N A G E AREA # 3 \ SLOPE GRADE � � F T.O.G. lL 39.0 TO VAIN EL 33.8' 5 (1)10'-O"X --�� �- GRATE 1 DEEP DRYWELL ADW 1 EL 40.2 m EL 40.2 WALL 3 I O 10 SWIMMING POOL 1 '- 16'-O.. --- - I SETBACK LINE -_ 1 PATIO m Q m � 3 WALL 2 ` EL 40.0 ; t° 1 �. ..................... ................�..... ... ............. 74'-9" PATIO \ END OF WALL GEOGRID REINFORCEMENT GEOGRID REINFORCEMENT LINE OF 2p� EL 42.0 /�� TO ALIGN WITH SIGMA WALL BLOCK RETAINING WALL /J o P END OF HOUSE TW 39.6 TW 39.6 . TW 39.6 SIGMA WALL BLOCK RETAINING WALL TW 39.6 WALL 1 ; \ GRATE m BEYOND °Q -- �- W,301 -- - _ _ N LINE OF 5 E 9 75 _[BW - I LINE OF - - GRADE LINE WALL -- - - EXISTING RESILIENCE W `EL 6 /gyp FINISHE5 FLOOR EL 42.3 ANGLED RETURN T.O.G. %'�/ EL 40.0 1 LL WALL II GRADE LINE ` /DW EL 4035 �OQQQ�(� 2 WALL 2 BackMew ALL3 Back View BEYOND Q_Ac __, e: 1'-0" EL.36.6 GRATECO 10-0"0 X 8'-0" DEEP POOL EQUIPMENT I 1 ►► J ]\ DRY WELL FOR ROOF ` PIPE TO DRYWELL I 1 0[ ,- 133'-0" 23'-5"ANGLED WALL RUNOFF D R \V E W A Y I Z GEOGRID REINFORCEMENT --- 1 _t 1 SIGMA WALL BLOCK RETAINING WALL ,��- 10'-0"0 X 5-0" DEEP TW 39.6 7W.39.6 TW 39.6 I DRY WELL FOR ROOF / O o %-D R A NAGE RUNOFF O }- m -- - - - - - - - - - - - - - -- - - - - - - -- - - - - - ---- - - - - - - -- - - - - - - -- - - - - -r. --�--- -- - --- -- - - - - - - -- --- - - ---- - - - - - -- - - - _ -_ 6.9 R # G E A A 2 - � _ _- ,_- BW 36.9 � LINE OF -- -- - -- - - - - - � DRAINAGE - � GRADE LINE LINE OF 4",21 DRAINAGE AREA # 1 /� w _j Z r-- BEYOND WALL 111 Fuck View) .WALL 3 PIPE BEYOND y\ ��� Juj / v__ O °cam . �"��R= 12125.35 EL 37.8' RETAINING WALL ELEVATIONS EL 41. ,x. z _j I- o B Lo Scale: 1/8" . 1'-OLd " �% ro9 W 1v � m _ � � w � I OvN � � cvoo �, PROPERTY LINT: EL 41.0' 1" SETBACK 3 DRAINAGE PLAN CAP UNIT(ADHERE W/ (TYPICAL) NICOLOK CONCRETE 1 ADHESIVE) TW 39.6 I 1 THIS DRAINAGE PLAN MEETS THE REQUIREMENTS x x x w I GEOGRID REINFORCEMENT I OF CHAPTER 23rD IN THE SOUTHOLD TOWN CODE U x , REQUIREMENTS WITH RESPECT TO ONSITE Z in 1 SIGMA WALL STANDARD UNITS m 5'-0" I WATER MANAGEMENT W NICOLOK NYLON PINS r C) T_ x x x x BW 36.1 GRADE PROVIDE LIGHT DUTY INLET FOR > ~ Y MAINTENANCE Z 8"THICK PRECAST w DRAINAGE CALCULATIONS ~ DRAINAGE FILL m CONCRETE TRAFFIC DL O BEARING SLAB DESCRIPTION AREA sf CALCULATION TOTAL C.F. O 4"0 DRAIN PIPE GRADE AREA 1 (8,017.43 SQ FT) z ------- ------- - BUILDING: 1132 AREA(.17)X 1.0 192.44 '�$ O 6"WELL COMPACTED Z W GRANULAR LEVELING BED , .. . :•.•; PAVEMENT 259 AREA(.17)X 1.0 44.03 ?� (Q�[ m SECTION RU RETAINING WALL •` •' • z LANDSCAPE(Grade 5%or less) 6624 AREA(.17)X.08 90.090 G � A - 326.56 �� as Scale:1/2" .1'-DSUBTOTAL " C USING 10'0 DRYWELLS:326.56/68.42 =4.77 TOTAL 4.77 p0 c� W W SDR 35 PVC INLET PIPE PROVIDED 0)DRYWELL 10'-0"0 X 5'DEEP 0 :v ------ _ FROM ROOF LEADERS O O � 6 f►tl � O 61 PLACE FILTER FABRIC DRAINAGE CALCULATIONS Z O AROUND STONE DESCRIPTION AREA sf CALCULATION TOTAL C.F. Q OLO SDR 35 PVC INLET PIPE FROM ROOF LEADERS 10' DIAMETER x VARIES AREA 2 (6535.52 SQ FT) ~ W W BUILDING: 1137 AREA(.17)X 1.0 193.29 DEEP PRECAST (J� C) CONCRETE LEACHING PAVEMENT 1741 AREA(.17)X 1.0 295.97 O W Z # LANDSCAPE(Grade 5%or less) 3657 AREA(.17)X.08 49.74 ' O 1E O �- SUBTOTAL 539.00 U _7 L " USING 100 DRYWELLS:539/68.42 =7.87 TOTAL 7.87 PROVIDED(1)DRYWELL 10'-O"0 X 8'DEEP `- Dim P4 p CLEAN SAND GRAVEL FILL. --- - GROUND � - - --- WATER ---- DRAINAGE CALCULATIONS _ � �:•; DESCRIPTION AREA sf CALCULATION TOTAL C.F. f AREA 3 (8017.43 SQ FT) 2'-0" Min. 10'-O" Diameter 2-0" Min. it BUILDING: 1132 AREA(.17)X 1.0 192.44 OPE APES PAVEMENT 260 AREA(.17)X 1.0 44.20 gyp, n TYPICAL SECTION AT LEACHING POOL (Grass Swale Detail) LANDSCAPE(Grade 5%or less) 6624 AREA(.17)X.08 90.09DEOGN 11'27/22 Scale: NTS SUBTOTAL 326.73 ®Efft S.A. AS NOTED USING 100 DRYWELLS:326.73/68.42 =4.77 TOTAL 4.77 OMMAY&I EM PROVIDED 0)DRYWELL 10'-O"0 X 5 DEEP J.L.M. J.B. DRAWM Nau OF HOUSE SLATE OR OTHER F.F. EL 39.5 SURALE COVER SURVEY OF PROPERT,Y OPPER END PLUG LOCKING CASTING , r FINISHED GRADE TO GRADE a.. .8.0• N A T GREENPORT SLATE OR 0TH STOPPER END US� TO GRADE 1• MPL TOWN OF SO UTHOLD w F DROP T IS 2' MAX, MAX. �Y III SUITABL COVER OR PLUG CLEAN OUT � USED ON SET LOCATE DROP T UNDER I:I I.. 6'M/N. ACCESS OPENING FOR 37.0' 6• MANTANCE SEWER PIPE I.E. 6• 12• 6• 10 SUFFOLK COUNTY, N. Y. MINLEC INA 36.6 I.E. :�:;��:... _ . 30 E190w 1000-33-03 19.7 fTl t' DIA CLASS 14• 18• 36.1' I E :� a:,.:::'t [1]LEICHING POOLS 2 00 PIPE OR L ,�6•per foot m� 36. . r� x ,z DEEP, SCALE.• 1'=30 EQUIVALENT PITCHED 8• 5' pitch min.4'da pipe •�:�.:�i .:�.':.�.::•.'.'..: LAC PER FOOT t EFFECTIVE -r- d�2400 pips or. I I WYE MAY 5, 2020 a OCTOBER 22, 2020 PROPOSED HOUSE FLOW UNE io LEACHING POOL CLEAN OUT DETAIL ( ) �4• MIN. NIS 6•-0• DIAMETER FEBRUARY 4, 2021 (UTILITIES) - YY GROUND WATER 8"d sw \ NOVEMBER 22, 2021 (FOUNDATION LOCATION) SCTM# \ HIGHEST RECORDED GROUNDWATER DIG DOWN 80 TO SAND (SP) ` 1000-33-03-19.3 BACKFILL MATERIAL TO BE CLEAN SAND do GRAVEL REMOVE MATERIAL AND SANSW D BACKFILL WITH SAND (SW) \' LOT 3 SOU THOLD TOWN LOT CO VERA GE NTS 50 GALLON CYLINDRICAL SEPTIC TANK DETAIL DWELLING \ BUILDABLE LAND AREA-26,720 sq.ft. (SAND SP) PUBLIC WATER 1. A MINIMUM OF 4 INCHES APPROVED REINFORCED PRECAST HOUSE = 2,490 sq.ft. CONCRETE BOTTOM AND 3 INCH WALLS \ POOL _ 640a sq.ft. 2. AN 8 FEET IN DIAMETER BY 5 FEET HIGH APPROVED \ _ REINFORCED PRECAST CONCTERE SOLID RING. 3. AN APPROVED REINFORCED PRECAST CONCRETE 6 INCH \ 3130/26720 = 11.7X THICK SLAB TOP IN LAWN AREAS. 4. DROP T'S MUST BE PINNED OR OTHERWISE FIRMLY \ ATTACHED. SCfM## 5. LIQUID DEPTH MUST BE 4 FEET. SCiTM# 1000-33-03-19.2 1000-33-03-19.1 1 \ VACANT \ VACANT 56 97' EL 41.0' SCTM 12' `` 'G \ 1000-33-03-19.5 139' `�`O Q��V�V \ LOT 5 R\� \ SOV 03soc �p�E 6g EL 41.2' VACANT �1. CMF EL 37.8' c�RB PSEG o ELECTRIC \ 'J5 'Pp PORTAL I 5y1 R�215• 01`° ���' scTM CMF O O # O. 1000-33-03-19.6 23' DWELLING \ 1`L86'�, - PROPOSED SEPTIC �iPUBLIC WATER / SYSTEM PIR SEPARATE \ APPLICATIOV, REF LP {IR-2Q-0813 Q, \ PROPOSED BURIED \ „ \ Z, ELECTRIC LINE CB pR\ r EX ST `\ PROPOSED LOCATION OF METER ON HOUSE sFp�R SFO\� NC4 CF PROPOSED SEPTIC SYSTEM z 40.5' BRESS o e`�\�� / \ , - 99• (4 BEDROOMS) r' W w AREAWAY 1 3' 00 . 1-1200 GAL. 8'0 X 5' DEEP m rn CONCR� E� O E F __ 41 3 \ FE.COR. 1-80 X 12' DEEP LEACHING POOL c CD CD ASO FOUNpP110N42 AI"\" I�w 0'3E GAS LINEPROPOSED BURIED i i RAIN RUNOFF CONTAINMENT: SCTM# � p (DW i P �\ F 1 1000-33-03-19.23 f I N 155 PROPOSED BURIED 500 / \ PROPOSED: 1,851 $q. Ft. > EGRESS 1 N \\ 2 GAL. PROPANE GAS TANK 1,851 x a17 x 1 = 315 Cu.Ft. TEST HOLE DATA LOT 23 � A Q AREAWAY 04 \ � McDONALD GEOSC/ENCE 315/42.2 = 7.5 VF 190 Provide 2 DW 810 x 4' Deep= 8 VF 4-9-2020 DWELLING i _ .0 i Connected by Gutters & Leaders EL. 38.0' PUBLIC WATER O $1 _--'_ O. i 1 1 DARK BROWN LOAM OL -_- _ 5D• SETBACK / 1 SCTM# CIO � 1000-33-03-19.10 BROWN SILT ML KEY EL 36.8' CMF o FE.COR r 0.2'N • = REBAR BROWN CLAYEY SAND 1-1+ CMF 6�0 0.3'E 1000-3SCTM 3 03-19.9 1 ® = WELL WITH GRAVEL SC EL 36.1' d� ,1Dc ` :� 5� r(g' LOT 9 ® = STAKE 0 FE.COR 16' 0.2'S VACANT ® = TEST HOLE _ NWL pICKET fcN• 0.4'W • = PIPE BROWN FINE TO COARSE00 FE.END 160.00! 60. � ® SAND SP= MONUMENT 6 REBAR HEDGE 0.1'S = WETLAND FLAG 2JF EL 33.8' EL 34.6' S'79'54'4 w 1 NOTE. NO WATER ENCOUNTERED CO..) = UTILITY POLE ALL PROPERTIES WITHIN 150' ON PUBLIC SCTM# = HYDRANT WATER 1000-33-03-19.22 ( = LIGHT POLE ELEVATIONS REFERENCED TO NA VD 88 (9!:22 SCTM# 1 VACANT P1000-33-03-19.8 CL LOT NUMBERS REFER TO "FINAL PLAT ROCKCOIVE ESTATES" FILED IN 774E (0T:D SUFFOLK COUNTY CLERK'S OFFICE ON JUNE 11, 2001 AS FILE NO. 10637. DWELLING • THE LOCATIONS OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR FROM PUBLIC WATER �OF NL`�� DATA OBTAINED FROM OTHERS 7HEREFORE THEIR LOCATIONS AND OR EX/S7FNCE IS NOT GUARANTEE0I. I am famlllar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL 4s SYSTEMS FOR SINGLE FAMILY RESIDENCES and will ab/de by the conditions set forth therein and on the permlt to construct. The location of wells and cesspools shown hereon are from field observations and or from data .� N.Y.S LIC. NO. 49618 obtained from others. .Y. .CLIC. NO. 051132-01 ANY ALTERATION OR ADD177ON TO THIS SURVEY IS A V10LA77ON OF SECTION 7209 OF THE NEW YORK STATE AREA= 26,720 SO. FT. P CON/C SU ORS-f'C. EDUCATION LAW. EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERTIFICA710NS HEREON ARE VALID FOR THIS �631);'�6 `5--5620` X."(631) 765-1797 MAP AND COP/ES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE, P.O.,.Bbb9 tifi�� SIGNATURE APPEARS HEREON. 1230`TRAVEL- - TREET SOUTHOLD, N.Y. 11971 [20-019 SCDHS R# 20-0813 SURVEY OF PROPERTY A T GREENPORT MAY 18 rQ23 TOWN OF SO UTHOLD _ SUFFOLK COUNTY, N. Y. SUFFOLK COUNTY DEPA"TrAFINT OF HEALTH SERVICES 1000-33-03-19.7 APPROVAL 01� CONSTRUCTED WORKS FOR SCALE.- 10=30 A SINGt.E FAMILY RESIDENCE MAY 5, 2020 Date: JUN 2 B 2 23 u H.S. Ref. rvo jS_— &.��3_ OCTOBER 22, 2020 (PROPOSED HOUSE) FEBRUARY 4, 2021 (UTILITIES) The seviage disposal and water supply f eili'L;es at this location,have b«en \ NOVEMBER 22, 2021 (FOUNDATION LOCATION) Inspected and/or certified by this Department or other agencies and \ SCTM# \1000-33-03-19.3 APRIL4, 2023 (FINAL) found t0 be satisfactory FOR A MAXIMUM OF,, BEI3"00MS. \ LOT 3 DWELLING \ SOUTHOLD TOWN LOT COVERAGE `•� �� tr��a.V �° PUBLIC WATER �� \ CRAIG K N E P P E R, P.E., CHIEF 1 BUILDABLE LAND AREA-26,720 sq.ft. OFFICE OF WASTE MANAGEMENT 1 HOUSE = 2,752 sq.ft. 1 POOL = 620 sq.ft. \ PATIO (RAISED) = 615 sq.ft. SCTM# SCTM# \ 31-M1000-33-03-19.2 \ 3978/26720 = 14.91f; SCTM# LOT 2 \ 1000-33-03-19.1 \ VACANT \ \ LOT D VACANT \ 97' � EL 41.0' 12' � I� \ 139 \C, V�`VE( MP K O'j, Q METAL COVER (ELECTRIC) \ SOvG .8P1EREL 41.2 IN B RON 16g MF GRND. ELECTRIC ACCESS \ SCTM# 1000-33-03-19.5 EL 37.8' �15,35 \ \\ LOT 5 PFROb '2 F VACANT 5� \ �p SCTM# ate\ CMF \VE OS 1000—�3-03-19.6 \ 23' / RCA OpAVER EOGING \ �a CST 6 SEP77C SYSTEM LOCA77ON C w1(N \ DWELLING AS BUILT 128, 61 �, PUBLIC WATER \ A �' ., LP t SCONE BURIED ELECTRIC LINE \\ PATER �tw 1 ' ON ^j g• APR p A•. w Ex MIN. LP LP 1 34' 29' MEFER/VAULT ti a LP 2 45' 19' CB SFR,iv \ ,�� ST PORGN 16.8 t HOUSE IC METER ON \ —Ar� SEPTIC SYSTEM Z 40.0' e�zs. '6$ e o/° o CK (4 BEDROOMS) f— m �, AFEAW/Y '31 r ''1 OsE 1-1200 GAL. 8'0 X 5' DEEP ST c 0 ��'ZN0 F S�OR`( FRp ME 4207 ON 5116 F 0.3FE.CE R 2-80 X 12' DEEP LEACHING POOLs .r1 m bo �.'� 'iO 2 F\n. F\r' EI °W 7J (11W 2ND �'SCTM# cr'� O CANZ. 1000-33-03-19.23 7 POUF. -r, PAS10 �6'a e 5 cIle OWNERS : TEST HOLE DATA p -GRESS STONE ! McDONALD GEOSCIENCE LOT 23 1,, z AREAWAY .' 79 MICHAEL TROPEANO -: Z 6' SEP o / LINDA 7ROPIANO 4-9-2020 DWELLING O ME(OA1 FENfC \<oc� ��0. � 1740 INLET POND ROAD EL. 38.0' PUBLIC WATER 4 DARK BROWN LOAM OL P00 F �� Fy / 1 SCTM# GREENPORT, NY 11944 1' O 39•77 pASIo LOT 7 ��� y'2 �F 1000-33-03-19.10 NE 2 BROWN SILT ML 510 �9 LOT 10 KEY N � w (%MF 0.2'N © = REBAR a. 0 ,�q SCTM BROWN CLAYEY SAND 1 1000-33-03-19.9 1 ® = WELL W?7H GRAVEL SC O i ` EL 36.1 '561 1 FENCE �pD' LOT 9 ® = STAKE o = 1 3 WIRE RETAINING WALL FE.COR SN °CK I- 0.2's VACANT ® = TEST HOLE 16' \m,IL PICKET FEN. 0.4'W O = PIPE BROWN FINE TO COARSE60,00 _ 1 SAND SP —.j REBAR FUND 0.1'S 1 ® = MONUMENT 164 HEpGE 23' EL 33.8' EL 34.6' S79'54'g3 0 1 = WE7LAND FLAG cl NOTNO WATER ENCOUNTERED UTILITY POLE ALL PROPER77ES WITHIN 150' ON PUBLIC SCTM# Nor = HYDRANT WATER ' 1000-33-03-19.22 = LIGHT POLE ELEVA77ONS REFERENCED TO NA VD 88 LOT 22 SCTM# 1 VACANT o LOT 8 1000-33-03-19.8 + LOT NUMBERS REFER TO "FINAL PLAT ROCKCOWE ESTATES" FILED /N THE OF NEW y SUFFOLK COUNTY CLERK'S OFFICE ON JUNE 11, 2001 AS FILE NO. 10637. DWELLING PUBLIC WATER y'� THE LOCA77ONS OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD OBSERVA770AIS AND OR FROM DATA OBTAINED FROM OTHERS. THEREFORE THEIR LOCA77ONS AND OR EXISTENCE IS NOT (WARANTFED. A I am familiar with the STANDARDS FOR APPROVAL AND CONSTRUC77ON OF SUBSURFACE SEWAGE DISPOSAL * I 1 1 Y.S. LIC. NO. 49618 SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by the conditions set forth thereln and on the permit LIC. NO. 051132-01 to construct. The location of wells and cesspools shown hereon are from 5eld observatlorrs and or from data obtained from others. PECONIC, C S/'�:C. ANY ALTERA77ON OR ADD177ON TO THIS SURVEY IS A WOLA77ON OF SEC77ON 7209 OF THE.' NEW YORK STATE AREA= 26,720 SO. FT. (631) �. u2� ?C mu 765-1797 EDUCA77ON LAW. EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ALL CER77RCA77ONS HERTON ARE VALID FOR THISP.O. onresurveyQbptrmum.net MAP AND COP/ES THEREOF ONLY IF SAID MAP OR COP/ES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE P.OBOX 909 SIGNATURE APPEARS HEREON. TRAVELER STREET SOUTNOLD, MY 11971 20-019 �(-o 7.3a- CODE COMPLIANCE AND CONSTRUCTION NOTES:1. WINDOWS AND DOORS PROVIDE EGRESS FROMALL LIVING SPACES AS REQUIRED BY CODE.ALL SLEEPING ROOMS TO HAVE AT LEAST ONE OPENABLE 47. PLUMBING: ALLWORK SHALL MEET OR EXCEED THE LATEST REQUIREMENTS OFALL NATIONAL, MUNICIPAL,LOCAL,AND OTHER AUTHORITIES HAVING I 1 EMERGENCY ESCAPE AND RESCUE OPENING PER SECTION R210.GRADE FLOOR BEDROOMS TO HAVE MINIMUM 5.0 S.F.NET CLEAR OPENING. BEDROOMS ON ALL JURISDICTION, INCLUDING THE PLUMBING CODE OF NEW YORK STATE(NYSPC)AND COUNTY HEALTH DEPARTMENT REGULATIONS.ANY WORK NOT SUBJECT TO THE I OTHER FLOORS TO HAVE MINIMUM 5.7 S.F. NET CLEAR OPENING,ALL EGRESS WINDOWS TO HAVE MINIMUM OPERABLE HEIGHT OF 24"AND OPERABLE WIDTH OF 20". APPROVAL OF THE AUTHORITIES HAVING JURISDICTION SHALL BE GOVERNED BY THE IPC,THE COUNTY HEALTH DEPARTMENT,AND MANUFACTURER'S SILL HEIGHT NOT TO EXCEED 44"ABOVE FINISHED FLOOR. SPECIFICATIONS AND RECOMMENDATIONS. PLUMBING CONTRACTOR TO SECURE ALL PLUMBING PERMITS AND APPROVALS.ALL DRAINAGE PIPING SHALL BE RUN IN I I PVC PIPE, SIZED AS SHOWN ON DRAWINGS OR AS REQUIRED BY CODE.PROTECTALL PLUMBING MATERIALS FROM FREEZING. PITCH ALL DRAINS AND BRANCH N, - I 160.00, Hors 2. SMOKE ALARMS SHALL BE PROVIDED IN EACH SLEEPING ROOM,OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS, VENTS MIN. 1/4"PER FOOT NO PIPES,EITHER WASTE,SUPPLY OR VENT SHALL BE EXPOSED EXCEPTAS REQUIREDAT FIXTURE.PROVIDE AND INSTALL PIPING s. ,,� .Ate. �. AND ON EACH ADDITIONAL STORY OF THE DWELLING,INCLUDING BASEMENTS AND HABITABLE ATTICS BUT NOT INCLUDING CRAWL SPACES AND UNINHABITABLE REQUIRED FOR HVAC SYSTEM.ALL FIXTURES HAVE 1/2"SUPPLY UNLESS OTHERWISE REQUIRED BY PLUMBING FIXTURE MANUFACTURER. PLUMBER TO VERIFY ALL ?' r♦NO •oe '""• S79° ' " EL 36. ,0 olm,,Oi. ATTICS(R314.3),LOCATED AT OR NEAR THE CEILING. CARBON MONOXIDE ALARMS SHALL BE PROVIDED OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE PLUMBING REQUIREMENTS. PIPING MATERIALS SHALL CONFORM WITH THE IPC.ALL PIPING TO BE LOCATED SO AS TO MINIMIZE NOISE.PROVIDEAND INSTALL LEAD °3V ./ _.�_. _._. 5. . WV 6 -%-I _�Zl1J tiff,Okl IMMEDIATE VICINITY OF THE BEDROOMS(8315.3).COMBINATION SMOKE&CARBON MONOXIDE DETECTORS SHALL BE PERMITTED(8315.4).ALL SMOKE ALARMS OR LEAD COATED COPPER PAN,COVERING SIDES AND BOTTOM OF SHOWER ENCLOSURE WITH ALL SEAMS CONTINUOUSLY SOLDERED.PROVIDE FOR WATERPROOF S�jO/•/ EL 36.1 �..�� I Q :'i, .. ,;F- , SHALL BE LISTED AND INSTALLED IN ACCORDANCE WITH THE CODE AND APPLICABLE PROVISIONS OF NFPA 72. DRAIN CONNECTION. ./0 LOT7 � ����� 4L �`��� 3. FOR NEW CONSTRUCTION,SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE HARDWIRED WITH BATTERY BACK-UP(R314.6&R315.5).SMOKE ALARMS SHALL 48. FOUNDATION:ALL FOOTINGS TO BEAR ON VIRGIN SOIL 4,000 PSF.ALL CONCRETE FOOTINGS SHALL HAVE A MIN.COMPRESSIVE STRENGTH OF 3,000 PSI AFTER 28 - I PROPOSED P (+L BE INTERCONNECTED IN SUCH MANNER THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS(R314.4). DAYS,ALL CONCRETE WALLS TO HAVE MIN.COMPRESSIVE STRENGTH OF 3000 PSI AFTER 28 DAYS.ALL OPENINGS IN FDN WALL FOR PIPING SHALL BE FILLED SOLID EL 36.9 t1 WITH CONCRETE. ` POOL DRYWELL io i rt U ��� r� 4. FOR NEW CONSTRUCTION UNDER 3 STORIES,AN AUTOMATIC FIRE SPRINKLER SYSTEM IS NOT REQUIRED(R313.2). M 39,� V� 49. 'LVL'REFERS TO LAMINATED VENEER LUMBER AS MANUFACTURED BY GEORGIA PACIFIC, BOISE OR TRUS JOIST CORP.,AND SHALL POSSESS THE FOLLOWING �-�r _�` 5. FOR PROTECTION AGAINST DECAY PROVIDE PRESSURE PRESERVATIVELY TREATED WOOD AT THE FOLLOWING LOCATIONS:WOOD JOISTS WITHIN 18"AND WOOD MINIMUM PROPERTIES: Fb(SINGLE)=2,800 PSI,E=2,000,000, Fv=285 PSI,Fc(PERPENDICULAR)=750 PSI, Fc(PARALLEL)=2,700 PSI. /-) f GIRDERS WITHIN 12"OF EXPOSED GROUND IN CRAWL SPACES;ALL BLOCKING,SILLS,AND PLATES ON CONTACT WITH MASONRY OR CONCRETE; POSTS,POLES AND ` I COLUMNS EMBEDDED IN CONCRETE IN DIRECT CONTACT WITH THE GROUND OR EXPOSED TO THE WEATHER;AND AS REQ'D BY CODE SECTION R317.ANY LUMBER 50. WOOD I-JOISTS TO BE AS MANUFACTURED BY GEORGIA PACIFIC,BOISE OR TRUS JOIST CORP. MODEL NUMBERS AS SHOWN ON DRAWINGS. INSTALL IN OR WOOD REQUIRED TO BE PRESSURE PRESERVATIVELY TREATED SHALL BEAR THE QUALITY MARK OF AN APPROVED INSPECTION AGENCY COMPLYING WITH THE ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND INSTRUCTIONS. ` I r REQUIREMENTS OF THE AMERICAN LUMBER STANDARDS COMMITTEE TREATED WOOD PROGRAM. 51. FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH THE"AISC SPECIFICATIONS FOR THE DESIGN,FABRICATION,AND ` ' O -JTw ,y,� 6. PROVIDE TERMITE SHIELDS FOR PROTECTION AGAINST TERMITES(R318.1). ERECTION OF STRUCTURAL STEEL FOR BUILDINGS,"LATEST EDITION. THE STRUCTURAL STEEL SHALL BE ERECTED TO THE TOLERANCES CALLED FOR IN THE AISC . 4D PROPOSED v 0. � V "r` CODES FOR STANDARD PRACTICE UNLESS MORE STRINGENT REQUIREMENTS ARE REQUIRED BY OTHER TRADES. THE GENERAL CONTRACTOR SHALL COORDINATE g ` INGROUND POOL I � t 7. APPROVED NUMBERS OF ADDRESS SHALL BE PROVIDED FOR ALL NEW BUILDINGS IN SUCH A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET SUCH TOLERANCES. 0 ` r 110 I ..J (:_1 � 14 �� 4 OR ROAD FRONTING THE PROPERTY(R319.1). LINE OF 5o'REAR YARD SETBACK 52. ROLLED STRUCTURAL STEEL SHALL BE FORMED FROM STEEL CONFORMING TO ASTM 36,GALVANIZED WHERE USED AS LINTELS OR EXPOSED TO THE WEATHER. ! \ "-' '� �.. 8. CONCRETE AND MASONRY FOUNDATION WALLS SHALL EXTEND ABOVE THE FINISHED GRADE ADJACENT TO THE FOUNDATION AT ALL POINTS A MINIMUM OF 4" �� '�-' WHERE MASONRY VENEER IS USED AND A MINIMUM OF 6"ELSEWHERE(R404.1.6). 53. ALL STRUCTURAL STEEL SHOP CONNECTIONS SHALL BE HIGH-STRENGTH BOLTED USING ASTM A-325FAND A-490F,OR WELDED USING AWS E70 SERIES \ ` l ELECTRODES. . PROPOSED MASONRY 9. EXTERIOR FOUNDATION WALL SHALL BE WATERPROOFED WITH A MEMBRANE EXTENDING FROM THE TOP OF THE FOOTING TO THE FINISHED GRADE(R406.2). , POOL PATIO 1 54. ALL BOLTS AT STRUCTURAL STEEL SHALL BE A325F,DIAMETER OF HOLES SHALL NOT BE GREATER THAN THE BOLT DIAMETER PLUS 1116".ALL BOLTS SHALL BE ; FLUSH W/GRADE Y 10. ALL SURFACES OF STEEL COLUMNS SHALL BE GIVEN A SHOP-COAT OF RUST-INHIBITIVE PAINT,EXCEPT FOR CORROSION-RESISTANT STEEL AND STEEL TREATED TIGHTENED WITHATORQUE WRENCH OR WITH IMPACT WRENCH PRESET FOR THE PRESCRIBED TORQUE. a WITH COATINGS TO PROVIDE CORROSION RESISTANCE(R407.2). .55. MINIMUM WELDS AT STRUCTURAL STEEL SHALL BE 1/4"FILLET ALL AROUND. 3 / 15.5'% JEv) 11. ALL CRAWL SPACES SHALL BE PROVIDED WITH VENTILATION OPENINGS THROUGH FOUNDATION WALLS,MIN. 1 S.F. FOR EACH 150 S.F.OF UNDER-FLOOR AREA, / , PROPOSED 3 15,5' a9 ! WITH ONE OPENING WITHIN 3-FEET OF EACH CORNER OF THE SPACE(R408.1). AS AN EXCEPTION,VENTILATION OPENINGS WITH MIN.1 S.F.FOR EACH 1,500 S.F.OF 56. PROVIDE THERMAL INSULATION ATALL PORTIONS OF THE BUILDING THAT ENCLOSE CONDITIONED SPACE IN CONFORMANCE WITH THE INTERNATIONAL ENERGY ` \ /I Ib PATIO f 4 UNDER-FLOOR AREA MAY BE USED IF THE GROUND SURFACE IS COVERED BY A CLASS 1 VAPOR RETARDER MATERIAL.PROVIDE ACCESS OPENING MIN. 18"WIDE X CONSERVATION CODE-RESIDENTIAL PROVISIONS(NYSECCC-R).INSULATION ATALL EXTERIOR WALLS,CEILINGS, FLOORS,AND ROOFS TO BE FIBERGLASS BATT / 15.75 / - PROPOSED iN o ►- EGRESS 1 24"HIGH TO UNDER-FLOOR CRAWL SPACE AREA(8408.4). PROVIDE ACCESS PANELS FROM FINISHED SPACE,WEATHER-STRIPPED AND INSULATED PER THE IEC(. INSULATION(UNLESS OTHERWISE NOTED), R-VALUE AS SHOWN ON DRAWINGS.PROVIDE INSULATION ATALL FLOORS OVER UNHEATED BASEMENT OR CRAWL ` �o \ BASEMENT / REMOVED PERGOLA �/ a AREAWAY Q SPACES. -� a O TAIR 12. PROVIDE FIRESTOPPING(FIREBLOCKING)AS REQ'D BY 8302.11 AT ALL CONCEALED SPACES WITHIN WALLS AND PARTITIONS AT THE CEILING AND FLOOR LEVELS, AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES,CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND 57. PROVIDE CONTINUOUS RIGID INSULATION PERIMETER INSULATION,MIN. R=10,EXTENDING MIN.24"VERTICAL BELOW GRADE AT FOUNDATION WALLS WHERE ; o /j jZI Q 3 LU ! x BOTTOM OF THE STAIR,AND AT OPENINGS AROUND VENTS, PIPES,AND DUCTS AT CEILING AND FLOOR LEVEL,TO RESIST THE FREE PASSAGE OF FLAME AND SLAB-ON-GRADE FLOOR IS LESS THAN 12"BELOW GRADE(R402.2.10). % PROPOSED / Ir z ♦- PRODUCTS OF COMBUSTION. ` `o: 1a-f=i /-, f Cel co 58. EXCAVATION:REMOVE ALL VEGETATION,PEAT,ORGANIC TOPSOILS,LOAMY SUBSOILS,TRASH, ROOTS,STUMPS,AND EXISTING FILL FROM THE AREA TO BE t 2-STORY ivi 1� \ z 13. PROVIDE MIN. 1/2 GYPSUM BOARD TO UNDERSIDE OF FLOOR ASSEMBLIES USING DIMENSIONAL LUMBER OR STRUCTURAL COMPOSITE LUMBER LESS THAN 2"X OCCUPIED BY NEW CONSTRUCTION BEFORE ANY OTHER BUILDING OPERATIONS ARE STARTED. , V-1771-- / RESIDENCE 1 I °W 23.8• .z 010"NOMINAL DIMENSION,OVER MIN.80 S.F.UNFINISHED STORAGE SPACES(R302.13),INCLUDING UNFINISHED BASEMENTS. FIRE PROTECTED FLOOR JOISTS MAY BE ////� \ O SUBSTITUTED IN LIEU OF ATTACHING PROTECTIVE GYPSUM BOARD. 59. NO BACKFILL SHALL BE PLACED BEHIND FOUNDATION WALLS UNTIL GROUND FLOOR SLAB IS IN PLACE AND CONCRETE HAS ATTAINED ITS PROPER STRENGTH ` 0 31.4' / 2' ' s� V1015 CANTILEVER AT OR FOUNDATION WALL IS PROPERLY BRACED. 2ND FLOOR V 14. ALL GLAZING IN HAZARDOUS LOCATIONS AS DEFINED IN CODE SECTION R308.4 SHALL HAVE TEMPERED SAFETY GLASS, INCLUDING GLAZING IN DOORS, l Co SIDELITES,SHOWER STALLS AND DOORS,BATHTUE;ENCLOSURES,AND WHERE GLAZING EXTENDS TO WITHIN 18"OF FINISHED FLOOR OR 36"OF STAIRS/RAMP AND A 60. ALL BACKFILL NEEDED TO ESTABLISH FINAL GRADES SHALL CONSIST OF CONTROLLED FILL INSIDE OF BUILDING AREAS AND SELECT FILL OUTSIDE OF BUILDING ; a r ; N EGRESS 3 ! 1-- a WALK-THRU HAZARD EXISTS. AREAS.ALL BACKFILL SHALL BE COMPACTED TO 98%OF MAXIMUM DRY DENSITY AS PER C26-1103.5.BACKFILL SHALL BE PLACED AND COMPACTED IN MAXIMUM SIX- `� 2s.s 15.5' AREAWAY 3 r INCH LIFTS TO ACHIEVE 98%STANDARD PROCTOR DENSITY COMPACTION. u J 15. FIREPLACE SHALL HAVE GLASS DOORS AS REQUIRED BY ENERGY CODE. PROVIDE SCREENED COMBUSTION AIR OPENING FROM OUTSIDE-INTAKE FROM � q , STEPS �' t 41' r M m GARAGE OR BASEMENT NOT PERMITTED(R1006.2). FACTORY BUILT FIREPLACES SHALL BE LISTED AND LABELED AND INSTALLED IN ACCORDANCE WITH THE 61. ALL FOOTINGS SHALL BE PLACED ON UNDISTURBED SOIL. PROTECT FOOTING SUBGRADES FROM DISTURBANCE DUE TO CONSTRUCTION ACTIVITIES AND ' 1z CONDITIONS OF THE LISTING. FACTORY-BUILT FIREPLACES SHALL HAVE HEARTH EXTENSION DISTINGUISHABLE FROM SURROUNDING FLOOR AREA(R1004.2). GROUND OR SURFACE WATER.PRECAUTIONS TO INCLUDE BUT NOT BE LIMITED TO PERFORMING FINAL EXCAVATION WITH SMOOTH EDGE BUCKETS OR BY HAND. ` ❑❑❑ /�~ HEARTH AT MASONRY FIREPLACES SHALL BE MIN.dl"THICK,AND HEARTH I EXTENSION MIN.2"THICK(R1001.9). ALL HEARTHS SHALL EXTEND MINIMUM 16"IN FRONT (: AND 8"BEYOND EACH SIDE OF THE FIREPLACE OPENING FOR ALL FIREPLACE OPENINGS LESS THAN 6 S.F.,AND 20"IN FRONT AND 12"BEYOND EACH SIDE OF THE 62. ALL REINFORCING STEEL SHALL BE HIGH STRENGTH NEW BILLET STEEL CONFORMING TO ASTM A615 GRADE 60. ALL BAR DETAILING AND ACCESSORIES TO BE ` ❑ ❑ ��-fl ,_� �\ FIREPLACE OPENING FOR ANY FIREPLACE OPENINGS 6 S.F.OR GREATER. (R1001.10)MAINTAIN MINIMUM 6"CLEARANCE FROM FIREPLACE OPENING TO ANY FURNISHED SHALL CONFORM TO TYPICAL DETAILS IN THE LATESTACI STANDARD 315 DETAILING MANUAL,EXCEPTAS OTHERWISE SHOWN OR NOTED. SITE INFO ` PROPOSED ' k EX I COMBUSTIBLE MATERIALS INCLUDING MANTLE AND TRIM.COMBUSTIBLE MATERIALS WITHIN 12"OF FIREPLACE OPENING SHALL NOT PROJECT MORE THAN 1/8"FOR ` STONE PATHWAY _=,. �,� f EACH 1"DISTANCE FROM SUCH OPENING(R1001.11). 63. ALL REINFORCING STEEL SHALL HAVE MINIMUM CONCRETE COVER AS FOLLOWS: 1.1/2"AT FORMED CONCRETE NOT EXPOSED TO THE WEATHER,V FOR TOP LOTAREA 126,720 S F ,�. . � REINFORCEMENT AT SLABS,2"AT FORMED CONCRETE EXPOSED TO WEATHER OR GROUND,3"AT UNFORMED CONCRETE EXPOSED TO WEATHER OR GROUND. S.C.TM.# 1000-33-0319.7 ` �,ADUNE OF SACK YARD` LP \I PROPOSED SEPTIC SYSTEM 16. PROVIDE MIN.2"CLEARANCE(AIR SPACE)BETWEEN CHIMNEY AND COMBUSTIBLE CONSTRUCTION FOR ANY CHIMNEYS LOCATED IN THE INTERIOR OF THE •', PER SEPARATE ' BUILDING OR WITHIN THE EXTERIOR WALL, 1"CLEARANCE REQUIRED FOR CHIMNEYS LOCATED COMPLETELY OUTSIDE THE EXTERIOR WALLS OF BUILDING 64.ALL REINFORCING BARS SHALL BE SECURELY HELD IN PROPER POSITION WHILE POURING CONCRETE.ALL CONTINUOUS VERTICAL OR HORIZONTAL BARS IN ZONE R-40 NON-CONFORMING 0 ` `��O �� APPLICATION,REF (R1003.18). FOOTINGS, FOUNDATION WALLS,SLABS,AND OTHER CONCRETE SHALL BE LAP SPLICED,WHERE NECESSARY OR DESIRABLE,BY WIRING TOGETHER IN CONTACT. • m #R-20-0813 WATER LENGTH OF ALL LAPS SHALL BE AS SPECIFIED IN ACI 315-83. DWELLING FOOTPRINT 2,490 S.F. •� m METER/VAULT 17. LOT SHALL BE GRADED SO AS TO DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS,WITH THE GRADE FALLING AWAY FROM THE FOUNDATION WALL A PATIO 673 S.F •O , O ' MINIMUM OF 6"IN THE FIRST 10-FEET(R401.3). 65. ALL CONCRETE MEMBERS,UNLESS OTHERWISE,SHOWN SHALL HAVE THE MINIMUM AMOUNT OF REINFORCING AS PER AC1 318-83. STEPS 70 S.F O P ' z m 18. WOOD SOLE AND SILL PLATES SHALL BE ANCHORED TO THE FOUNDATION WITH ANCHOR BOLTS SPACED A MAXIMUM OF 39"ON CENTER,AND LOCATED WITHIN 66. ALL CONCRETE SLABS SHALL BE FLOAT FINISHED AND,AFTER THE MOISTURE FILM OR SHEEN HAS DISAPPEARED AND THE CONCRETE HAS HARDENED POOL 640 S.F � , � �'QO 12' OF THE END OF EACH PLATE SECTION(WFCM 2018 TABLE 3.2C).ANCHOR BOLTS SHALL BE MIN.5/8"DIAMETER,USING 3"SQUARE WASHERS(WFCM 2018 SECTION SUFFICIENTLY TO PREVENT WATER AND FINE MATERIALS FROM BEING WORKED TO THE SURFACE,SHALL BE STEEL TROWELED UNTIL THE SURFACE IS SMOOTH, 2,490S.F+673 S.F.+70 S.F.+640 S.F.=3,873 S F.TOTAL ` tts 3.2.2.3)AND EXTENDING MIN.7"INTO OR CONCRETE:FOUNDATION,OR 15"INTO MASONRY BLOCK FOUNDATIONS(WFCM 2018 SECTIONS 3.2.1.7&3.2.2.3). EVEN,AND FREE OF MARKS AND RIPPLES. 3,873 S.F./26.720 S.F.=14.5%LOT COVERGE ; /.00 4z• 20%LOT COVERAGE ALLOWED 19, RETAINING WALLS:CONCRETE OR FOUNDATION WALLS SUPPORTING MORE THAN 48"OF UNBALANCED BACKFILL THAT DO NOT HAVE PERMANENT LATERAL 67. UPLIFT CONNECTORS: A CONTINUOUS LOAD PATH SHALL BE PROVIDED TO TRANSMIT THE UPLIFT FORCES FROM THE ROOF RAFTERS TO THE FOUNDATION i /' SUPPORT AT THE TOP AND BOTTOM REQUIRE ENGINEERING DESIGN(R404.1.1). (R802.11.1).STRENGTH OF TIE-DOWN CONNECTIONS TO RESIST WIND UPLIFT FORCES SHALL BE IN ACCORDANCE WITH TABLE R802.11. ` ,0-00.00 • 9� It STORM DRAINAGE REQUIREMENTS 00, 20. ALL CONCRETE SLAB ON GRADE FLOORS SHALT_BE MINIMUM 4"THICK WITH MINIMUM 6X6 W1.4/1.4(10/10)WWM,CONFORMING TO ASTM A185,UNLESS 68. ALL WOOD CONSTRUCTION CONNECTORS, INCLUDING THOSE DESIGNED TO RESIST WIND UPLIFT FORCES,SHALL BE GALVANIZED METAL MANUFACTURED BY � �+• OTHERWISE NOTED. PROVIDE VAPOR BARRIER BELOW SLAB(R506.2.3),MIN.6 MIL POLYETHYLENE,ATALL INTERIOR SLABS.CONCRETE AT SLABS ON GRADE SHALL SIMPSON OR USP.ALL SPECIFIED FASTENERS SHALL BE INSTALLED ACCORDING TO THE MANUFACTURER'S INSTRUCTIONS AND 2001 WFCM.INSTALLALL SPECIFIED DRAINAGE o '�• �-215.35 �.� DRA E AREA#1: HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,0(40 PSI AT 28-DAYS.ALL EARTH SUPPORTED SLABS SHALL BE SUPPORTED ON UNDISTURBED SOIL OR GRANULAR CONNECTORS BEFORE LOADING THE CONNECTION.TAKE WOOD SHRINKAGE INTO CONSIDERATION WHEN INSTALLING CONNECTORS.THE EFFECTS OF WOOD (PROPOSED ROOF) EL 41.2' � �. .69 . BACKFILL,COMPACTED TO AT LEAST 98%OF MAXIMUM DRY DENSITY BY ASTM D-1557.ALL UNDERLYING STRUCTURAL OR SELECT FILL SHALL ALSO BE COMPACTED SHRINKAGE ARE INCREASED IN MULTIPLE LUMBER CONNECTIONS,SUCH AS FLOOR-TO-FLOOR INSTALLATIONS,AND MAY REQUIRE POST-INSTALLATION TIGHTENING. L' V!�1 N� TO AT LEAST 98%OF MAXIMUM DRY DENSITY BY ASTM D-1557. (3,756 S.F.ROOFAREA)(3r12)•s39.oc.FTOBERETAINED 69. CUTTING, DRILLING AND NOTCHING OF STRUCTURAL FLOOR MEMBERS TO BE IN COMPLIANCE WITH SECTION R502.8. DRILLING AND NOTCHING OF STUDS TO BE 939.OC.F/2=470C.F.PERDRYWELL"1ATEACH SIDEOFHOUSE 9 ss cuRe 1 D.F 21. DOUBLE ALL JOISTS UNDER PARALLEL BEARING PARTITIONS(502.4), UNLESS OTHERWISE NOTED.DOUBLE ALL JOISTS, RAFTERS,HEADERS,AND TRIMMERS IN COMPLIANCE WITH SECTION R602.6. DRYWELL SIZE: AROUND OPENINGS,UNDER BATHTUBS, UNDER PARTITIONS RUNNING PARALLEL TO JOISTS. (2 NEEDED,1 ON EACH SIDE OF HOUSE) 70, WOOD STUD WALLS SHALL BE CAPPED WITH A DOUBLE TOP PLATE INSTALLED TO PROVIDE OVERLAPPING AT CORNERS AND INTERSECTIONS WITH BEARING (1)FLAT SLAB TOP 10'-a'DIAM. \ EL 37.8' 22. MAXIMUM WOOD STUD SPACING AND SIZE AT ALL EXTERIOR WALLS SHALL CONFORM TO TABLE R602.3(5).PROVIDE THREE STUDS AT ALL CORNERS AND PARTITIONS(R602.3.2). END JOINTS IN TOP PLATES SHALL BE OFFSET NOT LESS THAN 24". PLATES SHALL NOT BE LESS THAN 2"NOMINAL THICKNESS AND HAVE A (2)RING 19-0"DIAM.X8'-0-H DRIVE PARTITION INTERSECTIONS.PROVIDE DOUBLE TOP PLATE,OVERLAPPING AT CORNERS AND INTERSECTIONS WITH BEARING PARTITIONS.OFFSET E'4D JOINTS IN TOP WIDTH NOT LESS THAN THE WIDTH OF THE STUDS. OMISSION OF THE TOP PLATE IS PERMITTED OVER HEADERS WHERE THE HEADERS ARE ADEQUATELY TIED TO TOTAL VOLUME RETAINED=547.4 C.F. t+; EL 41.0' ND PLATE MIN.24".STUDS IN EXTERIOR OR BEARING PARTITION SHALL BE NOTCHED OR CUT TO A DEPTH NOT EXCEEDING 25-PERCENT OF ITS WIDTH,40-PERCENT OF ADJACENT WALL SECTIONS IN ACCORDANCE WITH TABLE R602.3.2. SOU WIDTH PERMITTED FOR NONBEARING PARTITIONS(,R602.6).ANY STUD MAY BE BORED OR DRILLED,HOLE NO GREATER THAN 40-PERCENT OF STUD WIDTH AND AT TOTAL DRAINAGE VOLUME REQUIRED:939.00.F, PUBLIC WATER 1N STREET LEAST 5/8"FROM EDGE OF STUD. 71. ACCESS DOORS FROM CONDITIONED SPACES TO UNCONDITIONED SPACES SUCH AS ATTICS AND CRAWL SPACES SHALL BE WEATHERSTRIPPED AND INSULATED TOTAL DRAINAGE VOLUME PROV.BY EACH DRYWELL=547.4 C.F. TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES(NYSECCC 4022.4). 23. PROVIDE FLASHING AS REQUIRED TO ENSURE WATERTIGHT AND WEATHERPROOF CONSTRUCTION.GALVANIZED METAL OR ALUM. FLASHING AT ROOF AND BUILDING INTERSECTIONS, ROOF PENETRATIONS,EAVES,ETC.,AND FABRIC FLASHING ATALL WINDOWS AND EXTERIOR DOORS. 72. HVAC PIPING&SUPPLY/RETURN DUCTS SHALL BE INSULATED(NYSE((8403.3.1, 8403.4&403.5.3). DUCTS,AIR HANDLERS AND FILTER BOXES SHALL BE SEALED 1 �'�� �q AND COMPLY WITH THE NYSMC OR NYSRC,AS APPLICABLE(NYSECCC R403.3.2). `" """" ;, 24. PROVIDE TWO LAYERS OF UNDERLAYMENT OR SELF-ADHERING BITUMEN ICE BARRIER AT ALL EAVES, EXTENDING FROM THE EDGE OF THE EAVE TO A POINT A•1 a SCALE:1" =20' MINIMUM 24"INSIDE THE EXTERIOR WALL LINE OF THE BUILDING.ON ROOF SLOPES EQUAL TO OR GREATER THAN 8:12,THE ICE BARRIER SHALL ALSO BE APPLIED 73. HEATING&COOLING EQUIPMENT SHALL BE SIZED IN ACCORDANCE WITH ACCA MANUAL S BASED ON BUILDING LOADS CALCULATED IN ACCORDANCE WITH ACCA �. •%A NOT LESS THAN 36"MEASURED ALONG THE ROOF SLOPE FROM THE EAVE EDGE OF THE BUILDING(R905.1.2). MANUAL J OR OTHER APPROVED HEATING AND COOLING CALCULATION METHODOLOGIES. NEW OR REPLACEMENT HEATING AND COOLING EQUIPMENT SHALL HAVE ; AN EFFICIENCY RATING EQUAL TO OR GREATER THAN THE MINIMUM REQUIRED BY FEDERAL LAW FOR THE GEOGRAPHIC LOCATION WHERE THE EQUIPMENT IS SITE PLAN BASED ON PROPERTY SURVEY BY PECONIC � . 25. ROOF SLOPES FROM 2:12 TO 4:12 REQUIRE TWO LAYERS OF UNDERLAYMENT,AND ROOF SLOPES GREATER THAN 4:12 REQUIRE ONE LAYER OF UNDERLAYMENT, INSTALLED(NYSECCC R403.7).SEE MECHANICAL DRAWINGS. . . 1111 APPLIED IN ACCORDANCE WITH TABLE R905.1.1(2). SURVEYORS PC, DATED 05/05/2020 u- -, 74. FOR NEW CONSTRUCTION,AIR DUCTS SHALL BE PRESSURE TESTED TO DETERMINE AIR LEAKAGE BY EITHER THE"ROUGH-IN TEST"OR"POSTCONSTRUCTIONI'll ' 26. CLAY OR CONCRETE TILE ROOF SLOPES FROM 2.5:12 TO 4:12 REQUIRE TWO LAYERS OF UNDERLAYMENT,AND ROOF SLOPES GREATER THAN 4:12 REQUIRE ONE TEST"(NYSECCC R403.3.3&R403.3.4), UNLESS ALL DUCTS ARE LOCATED WITHIN THE THERMAL ENVELOPE.A WRITTEN REPORT OF THE RESULTS OF THE TEST SHALL it -` LAYER OF UNDERLAYMENT,APPLIED IN ACCORDANCE WITH TABLE R905.1.1(2). BE SIGNED BY THE PARTY CONDUCTING THE TESTAND PROVIDED TO THE CODE OFFICIAL. 1 -,`- I 11 j 27. FASTENERS FOR ASPHALT SHINGLE ROOF SHALL BE IN ACCORDANCE WITH R905.2.5,OF SUFFICIENT LENGTH TO PENETRATE THROUGH THE ROOFING 75. FOR NEW CONSTRUCTION,THE BUILDING SHALL BE PROVIDED WITH VENTILATION THE MEETS THE REQUIREMENTS OF THE NYSRC OR THE NYSMC(NYSECCC E�---'- 6" DIAMETER ^�'� ) f, MATERIALS AND A MINIMUM OF 3/4"INTO THE ROOF SHEATHING(OR THROUGH THE ROOF SHEATHING IF SHEATHING IS LESS THAN 3/4"THICK).ROOF SHINGLES 403.6),AND COMPLY WITH NYSECCC TABLE R403.6.1.WHOLE-HOUSE MECHANICAL VENTILATION SHALL BE INSTALLED AS PART OF THE HEAT&AIR CONDITIONING ..x�,, , SHALL HAVE THE MINIMUM NUMBER OF FASTENERS REQUIRED BY THE MANUFACTURER.ASPHALT SHINGLES SHALL MEET THE CLASSIFICATION REQUIREMENTS OF SYSTEM. SYSTEM DESIGN, MANUAL OVERRIDE CONTROL AND VENTILATION RATE PER SECTION M1507.3.OUTDOOR AIR INTAKES AND EXHAUSTS SHALL HAVEi. `111W ...,-:- TABLE R905.1.1(2)FOR THE APPROPRIATE ULTIMATE DESIGN WIND SPEED. AUTOMATIC OR GRAVITY DAMPERS THAT CLOSE WHEN THE VENTILATION SYSTEM 1S NOT OPERATING. r I 24"DIAM.SOLID CAST - . . �;` a •,'f 28. PROVIDE CRICKET AT CHIMNEY WHERE THE DIMENSION OF THE CHIMNEY PARALLEL TO THE RIDGELINE IS 30"OR GREATER AND DOES NOT INTERSECT THE 76.ALL NEW WINDOWS WHERE THE TOP OF THE SILL OF AN OPERABLE WINDOW IS LESS THAN 24"ABOVE FINISHED FLOOR AND GREATER THAN 6 FTABOVE THE IRON COVER(TYR) > ' RIDGELINE R1003.20. FINISHED GRADE OR OTHER SURFACE OUTSIDE,SHALL BE PROVIDED WITH WINDOW FALL PROTECTION AS PER ONE OF THE FOLLOWING OPTIONS NYSRC 312.2 A REFLECTIVE wi+rre `; ( ) ( ) ) RErtECT1Y[REO s+ ,. _ FULLY OPENED WINDOWS WILL NOT PROVIDE FOR THE PASSAGE OF A 4"SPHERE,B)WINDOW FALL PREVENTION DEVICES PER ASTM F 2090 OR.C)WINDOW OPENING GRADE PANTONE ne7 �` " �' 29. SEAL AND CAULK ALL JOINTS BETWEEN DISSIMILAR MATERIALS.COUINTERFL.ASH AND CAULK ALL WINDOW AND DOOR FRAMES PRIOR TO INSTALLATION, CONTROL DEVICES PER ASTM F 2090,THAT CAN BE RELEASED TO PROVIDE FULL OPENING AS REQUIRED FOR EGRESS IN NYSRC SECTION 310. t' SILICONE-TYPE SEALANT.ACCEPTABLE MANUFACTURERS:DAP,PECORA,TREMCO. N 24"DIAM.CONCRETE � GENERAL NOTES: 00 a EXTENSION PIPE AS 0 OF `S REQ.TO ACHIEVE 30. ALL JOINTS,SEAMS, PENETRATIONS,OPENING. BETWEEN DOOR AND WINDOW ASSEMBLIES AND THEIR JAMBS AND FRAMING,AND OTHER SOURCES IR LEAKAGE THROUGH THE BUILDING THERMAL ENVELOPE SHALL BE CAULKED,GASKETED,WEATHERSTRIPPED,WRAPPED,OR OTHERWISE SEALED TO LIMIT V)~ ADEQUATE DEPTH - 11111 -- UNCONTROLLED AIR MOVEMENT. 1. THESE DRAWINGS HAVE BEEN PREPARED TO CONFORM WITH THE REQUIREMENTS OF THE FOLLOWING CODES: MIN.4"DIAM. ', CLASS SDR35 , 31. ALL NON-ENGINEERED FLOOR JOISTS,ROOF RAFTERS,CEILING JOISTS,AND HEADERS TO BE DOUG FIR#2 or BETTER(WESTERN WOOD)WITH THE FOLLOWING -2020 BUILDING CODE OF NEW YORK STATE(NYSBC) PIPE INLET,PITCH ,_f,� MINIMUM VALUES: Fb SINGLE =825 PSI, Fv=90 PSI, Fc PERPENDICULAR =520 PSI,AND E= 1,200,000. MOISTURE CONTENT NOT TO EXCEED 19-PERCENT. -2020 RESIDENTIAL CODE OF NEW YORK STATE(NYSRC) MIN.1!8"PER FT. FABRMIRIFIC FILTER (SINGLE) (PERPENDICULAR) FABRIC(rYP.) . ,, - e e 1 a jI ',. -2020 EXISTING BUILDING CODE OF NEW YORK STATE(NYSEBC) I�3• .,` , MINIMUM I - - ND U = 0 SI AND E_ -2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE(NYSECCC) PRECAST 4,000 P.S.I. "IT! - • i ei,trrr 32. ALL STUDS TO BE DOUG FIR"STUD"GRADE,WITH THE FOLLOWING MIN VALUES:Fb(SINGLE)=650 PSI,Fv=90 PSI, Fc(PERPE IC LAR) 52 P � '!.• t,, ,,<. 1,100,000 PSI. MOISTURE CONTENT NOT TO EXCEED 19-PERCENT. -2020 FIRE CODE OF NEW YORK STATE(NYSPC) a CON(.SOLID RING ) I • -2020 PLUMBING CODE OF NEW YORK STATE(NYSPC) o w (TOP RING) . 33. PROVIDE SOLID BLOCKING AS REQUIRED UNDER ALL HEADERS,BEAMS,ETC. -2020 MECHANICAL CODE OF NEW YORK STATE(NYSMC) � ¢ 3'-a'CLEAN BANKRUN "r -2020 FUEL GAS CODE OF NEW YORK STATE(NYSFGC) 5 E❑ ❑ ❑ ❑ 0 ❑ ❑ ❑ ❑E COLLAR ALL NKRUNOUND r . 34. ALL SHEATHING ON ROOF TO BE EXTERIOR GRADE CDX PLYWOOD 5/8"THICK,AND EXTERIOR WALLS TO BE EXTERIOR GRADE CDX PLYWOOD 1/2"THICK. -2020 PROPERTY MAINTENANCE CODE OF NEW YORK STATE(NYSPMC) � 000 ❑ ❑ ED ❑ ❑ ❑ ❑0 3'-O" REMOVE ALL NON- `` I/ H NEW CONSTRUCTION: -2017 AF&PAWOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO FAMILY DWELLINGS(WFCM) o ❑ 0 ❑ ❑ ❑ ❑ RATABLE TROPEANO RESIDENCE 35. PROVIDE WOOD OR METAL CROSS-BRACING IN LINES 8'-0"O.C.AT CENTER OF ALL SPANS OVER 8'-0"FOR ALL JOIST FRAMING,ORAS PER MANUFACTURER'S -2020 NFPA70: NATIONAL ELECTRIC CODE(NEC) ❑ ❑ ❑ ❑E MATERIAL(TYR) I1/2" INSTRUCTIONS. �❑ ❑ ❑ ❑� PRECAST4,oaoP.S.I. ` 1740 INLET POND RD. 2. THE CONTRACTOR IS RESPONSIBLE FOR:DIMENSIONS WHICH SHALL BE CONFIRMED AND CORRELATED AT THE JOB SITE,FABRICATION PROCESSES AND 0❑ ❑ ❑ STROKE • o❑ ❑ ❑ o o ❑ CONC.STORM The construction typo GREENPORT, NY 11944 36. WHERE THE ROOF PITCH IS LESS THAN 3:12, STRUCTURAL MEMBERS THAT SUPPORT RAFTERS AND CEILING JOISTS,SUCH AS RIDGE BEAMS,HIPS,AND VALLEYS, TECHNIQUES OF CONSTRUCTION,COORDINATION OF HIS WORK WITH THAT OF ALL OTHER TRADES,AND THE SATISFACTORY PERFORMANCE OF HIS WORK.THE DRAIN RING(TYR) designation shall be ' SHALL BE DESIGNED AS BEAMS(R802.3). CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,SPECIFICATION,AND FIELD CONDITIONS,AND OBTAIN 0❑ ❑ ❑ ❑ � ❑ ❑ 000 •I-,-it-,-m-,•tV'or•V" ' SCTM#1000-33-03-19.7 CLARIFICATION FROM THE ARCHITECT BEFORE COMMENCING ANY WORK. ❑ ❑ ❑ ❑ D ❑ ❑ 000 to Indicate the construction 37. PROVIDE RAFTER TIES(COLLAR TIES)SPACED NOT MORE THAN 4-FEET ON CENTER. CONC.FOOTING classification of the 11 3.WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE. structure under DESIGNATION FOR STRUCTURAL. til. SITE PLAN SITE INFO KEY 38, ALL HIPS AND VALLEYS SHALL BE NOT LESS THAN 2"NOM.THICKNESS AND NOT LESS IN DEPTH THAN THE CUT END OF THE RAFTER(R802.4.3). section 602 of the SCNYS 4. THESE DRAWINGS AND SPECIFICATIONS HAVE BEEN PREPARED BY OR UNDER THE DIRECTION OF THE UNDERSIGNED AND TO THE BEST OF HIS KNOWLEDGE, b z 1a-a' �i COMPONENTS THAT ARE OF MAP TRUSS SIGN NOTES AND 39. INCOMBUSTIBLE BUILDINGS, PROVIDE ACCESS TO ANY ATTIC SPACE THAT EXCEEDS 30 S.F.AND HAS A VERTICAL HEIGHT OF 30' OR GREATER(R807.1).MIN.22"X INFORMATION,AND BELIEF, MEET THE REQUIREMENTS 2020 NYSECCC. TRUSS TYPE CONSTRUCTION > > 30"ROUGH-FRAMED OPENING, LOCATED IN HALLWAY,WITH MINIMUM 30"HEADROOM ABOVE OPENING AT ATTIC. a GENERAL NOTES 5. ALL WORKMANSHIP AND CONSTRUCTION MATERIALS WILL BE OF GOOD QUALITY, FREE FROM FAULTS AND DEFECTS AND IN ACCORDANCE WITH THE CONTRACT # " FLOOR FRAMING.ISEAMS 40. MAINTAIN MIN.3"CLEARANCE BETWEEN COMBUSTIBLE INSULATION AND RECESSED LIGHTING FIXTURES, FAN MOTORS,AND OTHER HEAT-PRODUCING DEVICES. DOCUMENTS AND MANUFACTURER'S SPECIFICATIONS. GROUNDWATER Y : : � GIRDERS AND SEAMS ROOF FRAMING 1. 41. PROVIDE ATTIC VENTILATION AS PER CODE REQUIREMENTS AT ALL ENCLOSED ATTIC AND ENCLOSED RAFTER SPACES.THE TOTAL NET FREE VENTILATING AREA 6. IT IS INTENDED THAT THESE DRAWINGS AND SPECIFICATIONS INCLUDE EVERYTHING NECESSARY TO PERFORM THE ENTIRE WORK PROPERLY.EVERY ITEM Q �'�j i"R- I -- O ----- ---- --I 1 10/13/2020 ISSUED FOR PERMIT SHALL NOT BE LESS THAN 1/150 OF THE AREA OF THE SPACE TO BE VENTILATED.REDUCTION TO 1/300 PERMITTED IF 40-50 PERCENT OF THE REQUIRED VENTING IS NECESSARILY REQUIRED MAY NOT BE SPECIFICALLY MENTIONED OR SHOWN.UNLESS EXPRESSLY STATED OTHERWISE,ALL SYSTEMS AND EQUIPMENT SHALL BE BUILIA FR"FLOOR AND ROOF FRAMING LLLL 2 07/16/2021 REV FOR DESIGN CRITERIA PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE ATTIC, NOT MORE THAN 3'BELOW THE HIGHEST RIDGE,WITH THE BALANCE OF THE REQUIRED COMPLETE AND OPERABLE. STANDARDS ANO CCOES 1 PER BD VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. MAINTAIN MIN. 1"CLEARANCE BETWEEN INSULATION AND ROOF SHEATHING(R806.1 &R806.2)BY INSTALLING CONTINUOUS AIR BAFFLES. VENTILATION IS NOT REQUIRED,PER R806.3,WHERE THE UNVENTED ATTIC IS IN THE THERMAL ENVELOPE,A CLASS 1 VAPOR RETARDER 7.THE CONTRACTOR SHALL SECURE AND MAINTAIN SUCH INSURANCE POLICIES AS WILL PROTECT HIMSELF, HIS SUBCONTRACTORS,AND THE OWNER FROM DETAIL of DRYWELL - SLAB TOP (DW) 3 12/30/2021 REV PER FIELD CHANGES IS NOT INSTALLED ON THE INSIDE OF THE INSULATION,AND AIR-IMPERMEABLE INSULATION IS APPLIED DIRECTLY TO THE UNDERSIDE OF THE ROOF SHEATHING CLAIMS FOR BODILY INJURIES,DEATH,OR PROPERTY DAMAGE WHICH MAY ARISE FROM THE OPERATIONS UNDER THIS CONTRACT WHETHER WHICH OPERATIONS ` • (R806.5) BE BY THE CONTRACTOR,SUBCONTRACTOR,OR ANYONE EMPLOYED BY THEM DIRECTLY OR INDIRECTLY.CONTRACTOR SHALL SUBMIT COPIES OF ALL INSURANCE NOT TO SCALE I I TRU55 5 SIAMPLE POLICIES,AT THE REQUEST OF THE OWNER OR AS REQUIRED BY THE BUILDING DEPARTMENT,INCLUDING WORKERS'COMPENSATION,LIABILITY,PROPERTY 42. PROVIDE 1/2"GYP. BD.AT ALL INTERIOR WALLS,TAPE AND SPACKLE,TWO COATS. DAMAGE,ETC. FK�-ENGI�:�FPFD WOAD tF'ti`v7 43. BATHTUB AND SHOWER WALLS SHALL HAVE NON-ABSORBENT FINISH EXTENDING MIN.6-FEET ABOVE FLOOR(R307.2). 8. BEFORE SUBMITTING A PROPOSAL,ALL CONTRACTORS AND SUBCONTRACTORS SHALL VISIT THE SITE AND FAMILIARIZE THEMSELVES WITH THE SCOPE OF THE F-^ • r 11 WORK,THE CONSTRAINTS OF THE SITE AND PROJECT,AND THE DIFFICULTIES THATATTEND ITS EXECUTION. EACH CONTRACTOR AND SUBCONTRACTOR IS LOC-ATION: F"=R I F A!v'=I I SG t ROOF 44. PROVIDE CEMENTITIOUS TILE-BACKER BOARD AT ALL WET AREAS INCLUDING TUB AND SHOWER WALLS. REQUIRED TO THOROUGHLY ACQUAINT HIMSELF WITH ALL JOB CONDITIONS AND DETERMINE METHODS TO OVERCOME ALL DIFFICULTIES. FOAM I NG(F� 45. HEATING: ALL SPACES ARE TO BE MECHANICALLY HEATED AS PER CODE REQUIREMENTS. EXTEND EXISTING SYSTEM AS NECESSARY. 9. THE SUBMISSION OF A PROPOSAL SHALL BE CONSTRUED AS EVIDENCE THAT SUCH AN EXAMINATION HAS BEEN MADE,AND LATER CLAIMS FOR LABOR, 1 EQUIPMENT,OR MATERIAL REQUIRED FOR DIFFICULTIES ENCOUNTERED,WHICH COULD HAVE BEEN FORESEEN HAD SUCH AN EXAMINATION BEEN MADE,WILL NOT TRUSS SIGN NOTES: 46. ELECTRIC: ALL WORK, FIXTURES,AND MATERIALS ARE TO CONFORM TO THE REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE(IBC)AND NATIONAL BE RECOGNIZED. 1.SIGNS SHALL BE PROVIDED IN NEWLY CONSTRUCTED BUILDINGS THAT ��RED ARc Drawn by MSV/EAM ELECTRIC CODE(NEC),THE NATIONAL BOARD OF FIRE UNDERWRITERS,PUBLIC UTILITY COMPANY,AND ALL OTHER AUTHORITIES HAVING JURISDICTION, UTILIZETRUSSTYPE CONSTRUCTION AND IN EXISTING BUILDINGS WHRE AN \5 P�Ft HOFFM y�� Project No. 201862 CONTRACTOR TO PROVIDE U.L.CERTIFICATE UPON COMPLETION OF WORK.CONNECT ALL EQUIPMENT,EXHAUSTS,MOTORS,CIRCULATORS,ETC.PROVIDE AND 10. THE CONTRACTOR, UPON ACCEPTANCE OF THE DRAWINGS,ASSUMES FULL RESPONSIBILITY FOR THE CONSTRUCTION, MATERIALS AND WORKMANSHIP OF THE ADDITION THAT EXTENDS OR INCREASES THE FLOOR AREA OF THE BUILDING q t� INSTALL FLEXIBLE DUCT AND ROOF CAP AS REQUIRED FOR ALL EXHAUST FANS. WORK DESCRIBED THEREIN,AND HE WILL BE EXPECTED TO COMPLY WITH THE SPIRIT AS WELLAS THE LETTER IN WHICH THEY WERE WRITTEN DRAWING LIST UTILIZES TRUSS TYPE CONSTRUCTION. SIGNS SHALL BE AFFIXED PRIOR TO �� Scale: AS NOTED THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY OR A CERTIFICATE OF Date: 07/28/2020 47. PLUMBING: ALL WORK SHALL MEET OR EXCEED THE LATEST REQUIREMENTS OF ALL NATIONAL, MUNICIPAL, LOCAL,AND OTHER AUTHORITIES HAVING 11. THE CONTRACTOR,SUBCONTRACTOR AND OWNER'S SUBCONTRACTORS SHALL FOR AND OBTAIN ALL REQUIRED PERMITS, INSPECTIONS,FINAL COMPLIANCE. _` JURISDICTION INCLUDING THE PLUMBING CODE OF NEW YORK STATE NYSPC AND COUNTY HEALTH DEPARTMENT REGULATIONS.ANY WORK NOT SUBJECT TO THE APPROVALS,AND CERTIFICATES OF APPROVAL FOR THEIR RESPECTIVE WORK,INCLUDING BUT NOT LIMITED TO,NEW YORK BOARD OF FIRE UNDERWRITERS, A-1 GENERAL NOTES,SITE PLAN AND DRAINAGE CALCULATIONS * * " "' '" F PLUMBING INSPECTION. BUILDING PERMIT SHA E OBTAINED AND AID FOR BY THE OWNER,INC A-2 PROPOSED CODE COMPLIANCE INFORMATION -- � .11' '. V. (D APPROVAL OF THE AUTHORITIES HAVING JURISDICTION SHALL BE GOVERNED BY THE IPC,THE COUNTY HEALTH DEPARTMENT,AND MANUFACTURER'S CERTIFICATE OF OCCUPANCY,CERTIFICATE 0 L MBING INSPE N THE BUILD N LLB P EELIDING ANY 2.SIGNS IDENTIFYING THE EXISTENCE OF TRUSS CONSTRUCTION SHALL E , SPECIFICATIONS AND RECOMMENDATIONS. PLUMBING CONTRACTOR TO SECURE ALL PLUMBING PERMITS AND APPROVALS.ALL DRAINAGE PIPING SHALL BE RUN IN SUBSEQUENT ADJUSTMENTS TO THAT FEE ON THE BASIS OF ADJUSTMENTS LEVIED BY THE BUILDING DEPARTMENT. A-3 PROPOSED FOUNDATION PLAN CONSIST OF A CIRCLE 6 INCHES IN DIAMETER,WITH A STROKE WIDTH OF 112 (P �` E='�_ A-4 PROPOSED FIRST FLOOR PLAN '9 0 3 PVC PIPE,SIZED AS SHOWN ON DRAWINGS OR AS REQUIRED BY CODE. PROTECT ALL PLUMBING MATERIALS FROM FREEZING. PITCH ALL DRAINS AND BRANCH INCH. THE SIGN BACKGROUND SHALL BE REFLECTIVE RED IN COLOR, 1376 O VENTS MIN. 1!4"PER FOOT. NO PIPES, EITHER WASTE,SUPPLY OR VENT SHALL BE EXPOSED EXCEPT AS REQUIRED AT FIXTURE.PROVIDE AND INSTALL PIPING 12. ALL"CLEAR"AND"HOLD"DIMENSIONS ARE NOT TO BE VARIED FROM WITHOUT THE APPROVAL OF THE ARCHITECT.DO NOT SCALE DRAWINGS.ALL WRITTEN A-5 PROPOSED SECOND FLOOR PLAN CONFORMING TO PANTONE MATCHING SYSTEM PMS -187. WHERE A SIGN IS REQUIRED FOR HVAC SYSTEM.ALL FIXTURES HAVE 1/2"SUPPLY UNLESS OTHERWISE REQUIRED BY PLUMBING FIXTURE MANUFACTURER. PLUMBER TO VERIFY ALL DIMENSIONS TAKE PRECEDENCE OVER SCALE. A-6 PROPOSED ELEVATIONS ( )- _111 I 1 A-7 PROPOSED BUILDING SECTIONS DIRECTLY APPLIED TO A DOOR OR SIDELIGHT,IT MAY BE A PERMANENT NON- NE� e PLUMBING REQUIREMENTS. PIPING MATERIALS SHALL CONFORM WITH THE IPC.ALL PIPING TO BE LOCATED SO AS TO MINIMIZE NOISE.PROVIDE AND INSTALL LEAD FADING STICKER OR DECAL. SIGNS NOTAPPLIED DIRECTLY TO DOORS OR OR LEAD COATED COPPER PAN,COVERING SIDES AND BOTTOM OF SHOWER ENCLOSURE WITH ALL SEAMS CONTINUOUSLY SOLDERED. PROVIDE FOR WATERPROOF 13. ALIGN"SHALL MEAN TO ACCURATELY LOCATE FINISHED FACES IN THE SAME PLANE. A-8 CONSTRUCTION DETAILS SIDELIGHTS SHALL BE OF STURDY,NON-FADING,WEATHER RESISTANT DRAIN CONNECTION. A-9 STRUCTURAL REDESIGN OF CATHEDRAL CEILINGS BY THOMAS REILLY,PE MATERIAL. 14."TYPICAL"OR"TYP"SHALL MEAN THE SAME OR REPRESENTATIVE FOR SIMILAR CONDITIONS THROUGHOUT UNLESS OTHERWISE NOTED. NAILING SCHEDULE : (DERIVED FROM TABLE 3.1 OF THE WOOD FRAME CONSTRUCTION MANUAL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA: TABLE R301.2(1) ROOF FOR ONE-AND TWO-FAMILY DWELLINGS, 2018 EDITION) a"V.T.R. 4"v.rR. WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER AIR I 21/2 GROUND DESIGN DESIGN ICE BARRIER FREEZING MEAN I "- _ MASTER BATHROOM NUMBER OF NUMBER OF BOX SNOW LOAD: PEED TOPOGRAPHIC SPECIALWIND WIND-BORNE CATEGORY: WEATHERING: FROST LINE TERMITE TEMP.: UNDERLAYMENT FLOOD INDEX: ANNUAL I I T- " -- JOINT DESCF,IPTION : COMMON NAILS NAILS NAIL SPACING : FIG. R301.2(6) PH FIG. EFFECTS REGION DEBRIS ZONE FIG. R301.2(2) FIG. R301.2(4) DEPTH TABLE D101 REQUIRED HAZARDS R403.3(2) TEMP. I I 1 _ 1 1 01.2(5) 2 5 A 1 I 1 1/4" 1-114" 12-1/2" ROOF FRAMING 20 LBS./S.F. 130 NO NO NO B SEVERE MIN. 36" MODERATE 15 I 1 ILAV ILAV YES NO 1500 or 52.9 I I wa RAFTER TO TOP PLATE(TOE-NAILED) HURRICANE CLIPS-SEE UPLIFT DETAILS -HEAVY less I i I SECOND 17 S CEILING JOIST TO TOP PLATE(TOE-NAILED) (SEE TABLE 3.4A) (SEE TABLE 3.4A) PER JOIST NOTE: CELLS WITH NO PROVIDED INFORMATION TO BE FILLED IN BY THE LOCAL JURISDICTION. 7 CEILING JOIST TO PARALLEL RAFTER(FACE-NAILED) (SEE TABLE 3.9A) (SEE TABLE 3.9A) EACH LAP FLOOR I I 2" MANUAL J DESIGN CRITERIA ( I 1 112" 1-112" 3" I C.O. CEILING JOIST LAPS OVER PARTITIONS(FACE-NAILED) (SEE TABLE 3.9A) (SEE TABLE 3.9A) EACH LAP I 3" ELEVATION LATITUDE WINTER SUMMER ALTITUDE CORRECTION FACTOR INDOOR DESIGN TEMPERATURE HEATING 1 COLLAR TIE TO RAFTER(FACE.-NAILED) (SEE TABLE 3.6) (SEE TABLE 3.6) PER TIE HEATING COOLING DESIGN COOLING TEMPERATURE 1 BLOCKING TO RAFTER(TOE-NAILED) 2-8d 2-10d EACH END TEMPERATURE DIFFERENCE LAUNDRY BATHROOM#2 2 1/2" 1 RIM BOARD TO RAFTER(END-NAILED) 2-16d 3-16d EACH END - - - - - - ^ _ I- - _ - r _ - T- -- " - KITCHEN 2 112" WALL FRAMING COOLING TEMPERATURE DIFFERENCE WIND WIND COINCIDENT DAILY RANGE WINTER SUMMER HUMIDITY _ r r r I I ( r , - BATHROOM#1 1 1 VELOCITY VELOCITY WET BULB HUMIDITY TOP PLATE TO TOP PLATE(FACE-NAILED) 2-16d 2-16d PER FOOT HEATING COOLING 1.114" 1.114" 2-1/2" 1-1/4" 1-1/4" 1-1/4" I 11-112" I I I I I - i - TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4-16d 5-16d JOINTS-EACH SIDE _ _ _ _ _ - - - I I _ LAv1 I 1 1-1/4" DISHWASHER LAV LAV STUD TO STUD(FACE-NAILED) 2-16d 2-16d 24"O.C. I WASHER I we I SIN we NOTE: CELLS WITH NO PROVIDED INFORMATION TO BE FILLED 1N BY THE LOCAL JURISDICTION USING TABLE 1a OR 1b FROM ACCA MANUAL J OR ESTABLISHED CRITERIA DETERMINED BY THE JURISDICTION 1 HVVR TCB F.A.I. HEADER TO HEADER(FACE-NAILED) 16d 16d 16"O.C.ALONG EDGES FIRST FLOOR D IN PAN 1 11-1/2 " TOP OR BOTTOM PLATE TO STUD(END-NAILED) (SEE TABLE 3.5A) (SEE TABLE 3.5A) PER STUD 1-1/2" 2" 3" 1-112" 2" C.O. 1 C.O. 1-1/2" 1-1/2" 3" C.O. BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, ENDJOIST 2-16d 1,2 2-16d 1'2 PER FOOT I 3" 3" OR BLOCKING(FACE-NAILED) STRUCTURAL DESIGN DATA (TABLE R301,5): LIVE LOAD DEAD LOAD OR WT. LIGHT, VENTILATION AND HEATING 3.. (IN LBS. PER SQ. FT.) (IN LBS. PER SQ. FT.) NOTES: FLOOR FRAMING - NATURAL LIGHT IS NOT REQUIRED WHERE ARTIFICIAL JOIST TO SILL,TOP PLATE OR GIRDER(TOE-NAILEDI 4-8d 4-10d PER JOIST UNINHABITABLE ATTICS WITHOUT STORAGE 10 LBS/SF 10 LBS/SF LIGHT IS PROVIDED AND A WHOLE HOUSE MECHANICAL VENTILATION IS INSTALLED PER M1505(R303.1 EXCEPT.2). DIAMOND BRIDGING TO JOIST(TOE-NAILED) 2-8d 2-10d EACH END UNINHABITABLE ATTICS WITH LIMITED STORAGE 20 LBS/SF 10 LBS/SF - NATURAL VENTILATION IS NOT REQUIRED IN BATHROOMS, CELLAR SLAB COV R BLOCKING TO JOIST(TOE-NAILED) 2-8d 2-10d EACH END W.C. COMPARTMENTS AND SIMILAR ROOMS WHERE HABITABLE ATTICS&ATTICS SERVED WITH FIXED STAIRS 30 LBS/SF 10 LBS/SF MINIMUM LOCAL EXHAUST IS PROVIDED(R303.3). I BLOCKING TO SILL OR TOP PLATE(TOE-NAILED) 3-16d 4-16d EACH BLOCK - HEATING FACILITIES SHALL BE CAPABLE OF MAINTAINING A C.O. BUILDING TEMPERATURE OF NOT LESS THAN 680 ATA POINT TABOVE TRAP LEDGER STRIP TO BEAM(FACE:-NAILED) 3-16d 4-16d EACH JOIST BALCONIES(EXTERIOR)& DECKS 40 LBS/SF 10 LBS/SF THE FLOOR AND 2'FROM EXTERIOR WALLS IN HABITABLE a"E.H.C.I. JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-8d 3-10d PER JOIST ROOMS AT THE DESIGN TEMPERATURE(R303.10). GUARDS&HANDRAILS 200 LBS BAND JOIST TO JOIST(END-NAILED) 3-16d 4-16d PER JOIST NATURAL VENTILATION MINIMUM 4%OF OPERABLE CONNECTTO CALCULATION GLAZING(OR OPENINGS)PER PLUMBING RISER DIAGRAM (N.T.S.) APPROVED BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2-16d 1 3-16d PER FOOT GUARD IN-FILL COMPONENTS 50 LBS HABITABLE ROOM REQUIRED SEPTIC SYSTEM ROOF SHEATHING PASSENGER VEHICLE GARAGES 50 LBS GREAT ROOM 68 S.F OPNG./679 S.F. RM. =10% (KITCHEN, DINING, WOOD STRUCTURAL PANELS 8d 10d (SEE TABLE 3.10) ROOMS OTHER THAN SLEEPING ROOMS 40 LBS/SF 15 LBS/SF LIVING ROOM) CEILING SHEATHING BEDROOM#1 26 S.F OPNG./169 S.F. RM.=15% AIR BARRIER& INSULATION INSTALLATION (R402.4.1.1) SLEEPING ROOMS 30 LBS/SF 15 LBS/SF BEDROOM#2 64 S.F OPNG./169 S.F. RM. =38% -THE BUILD NGERE SED BY HALL BEDE OFFICIAL,AN APPROVED THIRD PARTYSHALL INSPECT AND/OR TESTED AND VERIFIED AS HAVING AN AIR LEAKAGE RATE NOT EXCEEDING LL COMPONENTS AND VERIFY COMPLIANCE. 3 AIR CHANGES PER HOUR.TESTING SHALL BE CONDUCTED IN GYPSUM WALL BOARD 5d coolers 5d coolers 7"EDGE/10"FIELD ACCORDANCE WITH ASTM E 779 OR ASTM E 1827 AND REPORTED ATA PRESSURE OF 0.2 INCH W.G.(50 PASCALS). WALL SHEATHING STAIRS 40 LBS/SF 15 LBS/SF BEDROOM#3 56 S.F OPNG./167 S.F. RM. =34% COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA MASTER BEROOM 44 S.F OPNG./314 S.F. RM. =14% WOOD STRUCTURAL PANELS 8d 10d (SEE TABLE 3.11) GENERAL A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE AIR-PERMEABLE INSULATION SHALL NOT BE USED ASA DEN 80 S.F OPNG./466 S.F. RM. =17% REQUIREMENTS BUILDING ENVELOPE.THE EXTERIOR THERMAL ENVELOPE SEALING MATERIAL. GYPSUM WALL BOARD 5d coolers 5d coolers 7"EDGE/10"FIELD CONTAINS A CONTINUOUS AIR BARRIER. BREAKS OR FLOOR SHEATHING STRUCTURAL DEFLECTION DATA (TABLE R301.7): ALLOWABLE JOINTS IN THEAIR BARRIER SHALL BE SEALED. DEFLECTION WOOD STRUCTURAL PANELS CEILING/ATTIC THE AIR BARRIER IN ANY DROPPED CEILING/SOFFIT THE INSULATION IN ANY DROPPED CEILING/SOFFIT SHALL BE ALIGNED WITH THE INSULATION AND ANY GAPS SHALL BE ALIGNED WITH THEAIR BARRIER. V OR LESS 8d 10d 6"EDGE/12"FIELD RAFTERS W/SLOPES>3/12&NO FINISHED CEILING ATT. TO RAFTERS U180 IN THEAIR BARRIER SHALL BE SEALED.ACCESS FLOOR AREAS OPENINGS, DROP DOWN STAIRS OR KNEE WALL DOORS GREATER THAN 1" 10d 16d 6"EDGE/12"FIELD INTERIOR WALLS AND PARTITIONS H/180 TO UNCONDITIONEDATTICSPRCES SHALL BE SEALED. NOTE: THIS SCHEDULE INDICATES MINIMUM REQUIRED BY CODE. THESE DRAWINGS REQUIRE ALL UNFINISHED 1.072 S.F. SUBFLOORS(STRUCTURAL PANELS)TO BE GLUED AND SCREWED TO JOISTS...) BASEMENT WALLS THE JUNCTION OF THE FOUNDATION AND SILL PLATE CAVITIES WITHIN CORNERS AND HEADERS OF FRAME FLOORS AND PLASTER/STUCCO CEILINGS U360 SHALL BE SEALED.THE JUNCTION OF THE TOP PLATE AND WALLS SHALL BE INSULATED BY COMPLETELY FILLING THE 1 ST FLOOR 1,971 S.F. THE TOP OF EXTERIOR WALLS SHALL BE SEALED. KNEE CAVITY WITH AMATERIAL HAVING ATHERMAL RESISTANCE 1 NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6"ON-CENTER AT THE PANEL EDGE. ALTERNATIVE NAILING SCHEDULES WALLS SHALL BE SEALED. OF R-3 PER INCH MINIMUM. EXTERIOR THERMAL SHALL BE USED WHERE WALL.SHEATHING NAILING IS REDUCED.FOR EXAMPLE,IF WALL SHEATHING IS NAILED 3"O.C.AT PANEL EDGE TO ALL OTHER STRUCTURAL MEMBERS 0240 ENVELOPE INSULATION FOR FRAMED WALLS SHALL BE OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED,OR ALTERNATE CONNECTORS 2ND FLOOR 1,284 S.F. INSTALLED IN SUBSTANTIAL CONTACTAND CONTINUOUS SHALL BE USED TO MAINTAIN THE LOAD PATH. EXTERIOR WALLS W/PLASTER OR STUCCO FINISH H/360 ® ALIGNMENT WITH THE AIR BARRIER. GARAGE 300 S.F. 2 WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE WINDOWS, THE SPACE BETWEEN WINDOWS/DOOR JAMBS AND REDUCED TO 1-16D NAIL PER FOOT. LINTELS SUPPORTING MASONRY VENEER WALLS 0600 COVERED SKYLIGHTS& FRAMING,AND SKYLIGHTS AND FRAMING SHALL BE ENTRY 57 S.F. DOORS SEALED. REAR CONC. 673 S.F. RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER. RIM JOISTS SHALL BE INSULATED, RIDGE CONNECTION REQUIREMENTS FOR WIND RAFTER/CEILING JOIST HEEL JOINT CONNECTION REQUIREMENTS PATIO TOP AND BOTTOM PLATE TO STUD LATERAL 2ND FLOOR FLOORS THEAIR BARRIER SHALL BE INSTALLEDATANY EXPOSED FLOOR FRAMING CAVITY INSULATION SHALL BE INSTALLED ( DERIVED FROM WFCM TABLE 3.9 &3.9A-2018 EDITION ) CONNECTIONS FOR WIND LOADS OPEN TERRACE 123 S.F. (INCLUDING EDGE OF INSULATION. TO MAINTAIN PERMANENT CONTACT WITH THE R SPECIFIC TO EXPOSURE "B"& 120 MPH PASTES SPE CANTILEVERED � (DERIVED FROM WFCM TABLE 3.6-2018 EDITION) 2ND FLOORABOVE GARAGE& " UNDERSIDE OF SUBFLOOR DECKING,OR FLOOR FRAMING ROOF SPAN(FT) ROOF SPAN (FT.) (DERIVED FROM WFCM TABLE 3.5A(EXPOSURE "B"&"C")- 2018 EDITION) 169 S.F. CAVITY INSULATION SHALL BE PERMITTED TO BE IN COVERED TERRACE FLOORS) CONTACT WITH THE TOP SIDE OF SHEATHING,OR ROOF ROOF REQUIRED CAPACITY OF 12 24 36 12 24 36 12 16 CONTINUOUS INSULATION INSTALLED ON THE UNDERSIDE PITCH: SPAN RIDGE CONNECTION(PLP) STUD SPACING(IN.) OF FLOOR FRAMING AND EXTENDS FROM THE BOTTOM TO (FT): RAFTER RAFTER REQUIRED NUMBER OF 16d REQUIRED CAPACITY OF THE TOP OF ALL PERIMETER FLOOR FRAMING MEMBERS. WALL HEIGHT(FT.) 8 10 12 14 16 18 20 8 10 1211 4 16 18 20 f 17,,-77771, SLOPE: SPACING: COMMON NAILS or 40d BOX HEEL JOINT CONNECTION , 1 3:12 12 10!i RIDGE TENSION NAILS PER HEEL (LBS) CRAWL SPACE EXPOSED EARTH IN UNVENTED CRAWL SPACES SHALL BE WHERE PROVIDED INSTEAD OF FLOOR INSULATION, ` STRAP THREE SECOND REQUIRED NUMBER OF 16d COMMON NAILS or JOINT SPLICE WALLS COVERED WITH ACLASS I VAPOR RETARDER WITH INSULATION SHALL BE PERMANENTLY ATTACHED TO THE 16 14'1 RAFTER GUST WIND 40d BOX NAILS PER STUD TO PLATE 20 17Ei 3:12 12"O.C. 3 5 8 360 720 1080 SPEED: CONNECTION OVERLAPPING JOINTS TAPED. CRAWLSPACE WALLS. ,q 16"O.C. 4 7 10 480 960 1440 SHAFTS, DUCT SHAFTS, UTILITY PENETRATIONS,AND FLUE SHAFTS w' 24 21'I 120 MPH 2 2 2 2 2 2 2 2 2 2 2 2 2 2 PENETRATIONS OPENING TO EXTERIOR OR UNCONDITIONED SPACE 28 246 4:12 12"O.C. 3 4 6 270 540 810 SHALL BE SEALED. `f 32 28.1 16"O.C. 3 5 8 360 720 1080 130 MPH 2 2 2 2 2 2 2 2 2 2 2 2 2 2 NARROW CAVITIES BATTS IN NARROW CAVITIES SHALL BE CUTTO FIT,OR 'k l RIDGEBOARD 5:12 12"O.C. 3 3 5 216 432 648 36 31fi OR BEAM NARROW CAVITIES SHALL BE FILLED BY INSULATION THAT ON INSTALLATION READILY CONFORMS TO THE AVAILABLE 4:12 12 88 16"O.C. 3 4 6 288 576 864 CAVITY SPACE. I' 7:12 12"O.C. 3 3 4 154 309 463 « + 16 11E3 RAFTER AND/OR CEILING JOIST TO TOP PLATE LATERAL GARAGE AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE u 20 147 16"O.C. 3 3 5 206 411 617 AND SHEAR CONNECTION REQUIREMENTS I.E.C.C. ENERGY CODE REQUIREMENTS: SEPARATION AND CONDITIONED SPACES. 24 17fi 9:12 12"O.C. 3 3 3 120 240 360 DERIVED FROM WFCM TABLE 3.4A EXPOSURE B - 2018 EDITION TO THE BEST OF THE ARCHITECT'S KNOWLEDGE,THIS CONSTRUCTION MEETS AND RECESSED RECESSED LIGHT FIXTURES INSTALLED IN THE BUILDING RECESSED LIGHT FIXTURES INSTALLED IN THE BUILDING 28 20Ei 16"O.C. 3 3 4 160 320 480 ( ( ) ) EXCEEDS THE INTERNATIONAL ENERGY CONSERVATION CONSTRUCTION CODE LIGHTING THERMAL ENVELOPE SHALL BE SEALED TO THE DRYWALL. THERMAL ENVELOPE SHALL BE AIR TIGHT&IC RATED. 12:12 12"O.C. 3 3 3 90 180 270 (E.C.C.C.N.YS.)REQUIREMENTS,CONFORMING TO THE REQUIREMENTS OF CHAPTER -77 32 235 WALL HEIGHT(FT) 4"INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT,"TABLE 402.1.2 PLUMBING& BATT INSULATION SHALL BE CUT NEATLY TO FIT AROUND ` 36 264 16"O.C. 3 3 3 120 240 360 8 10 AND THE REQUIREMENTS OF CHAPTER 11 OF THE R.C.N.YS. WIRING WIRING AND PLUMBING IN EXTERIOR WALLS,OR INSULATION THAT ON INSTALLATION READILY CONFORMS 5:12 12 69 THREE SECOND RAFTER 1,2,3,4 REQUIRED NUMBER OF 8d COMMON TO AVAILABLE SPACE SHALL EXTEND BEHIND PIPING AND - f• " NASSAU/SUFFOLK COUNTY-CLIMATE ZONE#4 E• -� 16 92 GUST WIND SPACING: NAILS or 10d BOX NAILS(TOENAILED) WIRING. ROOF SHEATHING ATTACHMENT REQUIREMENTS for WIND LOADS SPEED: REQUIRED IN EACH RAFTER AND/OR 20 115 CJ TO TOP PLATE CONNECTION VALUE VALUE SHOWER/TUB ON THE AIR BARRIER INSTALLED AT EXTERIOR WALLS EXTERIOR WALLS ADJACENT TO SHOWERS&TUBS SHALL COMPONENT REQUIRED PROVIDED EXTERIOR WALL ADJACENT TO SHOWERS&TUBS SHALL SEPARATE THEM BE INSULATED. NEW CONSTRUCTION: 24 138 SPECIFIC TO EXPOSURE "B"& "C"t� 120 MPH FASTEST WINDSPEED 120 MPH 12"O.C. 2 2 FROM THE SHOWERS&TUBS. (DERIVED FROM WFCM TABLE 3.10- 2018 EDITION) 16"O.C. 3 3 TROPEANO RESIDENCE 28 16'1 FENESTRATION U=.32(MAX.) U= .32(MAX.) ELECTRICAL/ THEAIR BARRIER SHALL BE INSTALLED BEHIND 1740 INLET POND RD. 32 184 EDGE FIELD 12"O.C. 2 2 SHGC=.40(MAX.) SHGC= .40(MAX.) PHONE BOX ON ELECTRICAL OR COMMUNICATION BOXES OR • 130 MPH GREENPORT, NY 11944 36 20i� LOCATION: 1 MAXIMUM NAIL SPACING FOR 8d 16"O.C. 3 3 EXTERIOR WALL BOXES SHALL BE INSTALLED. • SHEATHING LOCATION: RAFTER SPACING: COMMON NAILS or 10d BOX NAILS : SKYLIGHT U=.55(MAX.) N/A SHGC=.40(MAX.) SCTM#1000-33-03-19.7 6:12 12 63 1 PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.4 HVAC REGISTER HVAC REGISTER BOOTS THAT PENETRATE BUILDING 4'PERIMETER EDGE ZONE 12 6 12 2 WHEN C.J.ARE INSTALLED PARALLEL TO RAFTERS,THE SUM OF THE CEILING BELOWATTIC SPACE• R=49(MIN.)* R=38 BOOTS THERMAL ENVELOPE SHALL BE SEALED 70 THE 16 85 16 6 12 TOENAILS IN THE RAFTER AND THE C.J.SHALL EQUAL OR EXCEED THE SUBFLOOR OR DRYWALL. PROPOSED 20 106 TABULATED NUMBER OF NAILS REQUIRED. CATHEDRAL CEILING*" R=49(MIN.)** R=30 CODE COMPLIANCE 24 12i' INTERIOR ZONE 12 6 12 CONCEALED WHEN REQUIRED TO BE SEALED,CONCEALED FIRE 16 6 12 3 TO AVOID SPLITTING, NO MORE THAN 2 TOENAILS SHALL BE INSTALLED IN EXTERIOR WALL R=20(MIN.) R=21 SPRINKLERS SPRINKLERS SHALL ONLY BE SEALED INA MANNER THAT INFORMATION & 28 14EI EA. SIDE OF A RAFTER OF C.J.WHEN FASTENED TO A 2X4 TOP PLATE OR 3 (OR MIN.R-13 CAVITY+ IS RECOMMENDED BY THE MANUFACTURER.CAULKING TOENAILS IN EA. SIDE WHEN FASTENED TO A 2X6 TOP PLATE. R-5 CONTINUOUS) OR OTHER ADHESIVE SEALANTS SHALL NOT BE USED TO PLUMBING DIAGRAM 32 169 GABLE ENDWALL RAKE OR RAKE - 6 FILLVOIDS BETWEEN FIRE SPRINKLER COVER PLATES TRUSS WITH UP TO V RAKE O.H. 4 WHERE TOP PLATE-TO-RIDGE HEIGHTS EXCEED 10%THEY SHALL BE FRAME FLOOR R=19(MIN.) R=30 AND WALLS OR CEILINGS. 36 190 ADJUSTED AS FOLLOWS: 1 10/13/2020 ISSUED FOR PERMIT 1 BASEMENT WALL(CAVITY INSULATION) R= 13(MIN.) N/A 7:12-12:1 12 62 FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET 2 07/16/2021 REV FOR DESIGN CRITERIA ON EACH SIDE OF THE ROOF PEAK,THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT WALL HEIGHT 8' 10' BASEMENT WALL(CONT.INSULATION) R=10(MIN.) N/A PER BD 16 82 REQUIREMENTS SHALL BE USED. TOP PLATE TO RIDGE HEIGHT(FT) ADJUSTMENT FACTOR 3 12/30/2021 REV PER FIELD CHANGES SLAB PERIMETER(PERIM.INSULATION) R=10(MIN.) N/A • 20 10i{ 10' 1'00 1'00 (MIN.z4"DOWN) 24 1221 15' 1.15 1.25 " R-38 INSULATION IS ALLOWED WHEN INSTALLED OVER 100%OF THE CEILING AREA& 28 144 WALL SHEATHING &CLADDING ATTACHMENT REQUIREMENTS for WIND LOADS 20' 1.40 1.50 EXTENDS UNCOMPRESSED OVER THE TOP OF THE WALL PLATE AT EAVES(R402.2.1). 32 164 " R-30 INSULATION IS ALLOWED WHERE THE ROOF/CEILING ASSEMBLY DOES NOT ALLOW SPECIFIC TO EXPOSURE"B"&"C" c@ 120 MPH FASTEST WINDSPEED SUFFICIENT SPACE FOR THE REQ.INSULATION.THE REDUCTION OF INSULATION SHALL 36 18�i (DERIVED FROM WFCM TABLE 3.11 - 2018 EDITION) WINDOW & DOOR HEADER SCHEDULE BE LIMITED S LESS(R402.2.2). EDGE S.F.OR 20°r6 OF THE TOTAL INSULATED CEILING AREA,WHICHEVER (UNLESS OTHERWISE NOTED ON DRAWING) EDGE FIELD SHEATHING LOCATION: 1 STUD SPACING: MAXIMUM NAIL SPACING FOR 8d WIDTH OF HEADER SIZE: RED AR Drawn b MSV/EAM COMMON NAILS or 10d BOX NAILS : OPENING Cy Y 4'PERIMETER EDGE ZONE 12 6 12 INTERIOR(2X4 WALL) EXTERIOR(2X4 WALL) EXTERIOR(2X6 WALL) \5 P�R HO FFM �j� Project No. 201862 16 6 12 LESS THAN 3'-0" (2)2X8 (2)2X8 (3)2X6 Scale: AS NOTED INTERIOR ZONE 12 6 12 * e�_ * Date: 07/28/2020 UP TO 4'-0" (2)2X10 (2)2X10 (3)2X8 •,,I, 1 16 6 12 UP TO 6'-0" (2)1-3/4"X 9-114" (2)1-3/4"X 9-1/4" (3)1-3/4"X 7-1/4" N� FOR WALL SHEATHING WITHIN FEET OF THE CORNER,THE 4 FOOT PERIMETER EDGE ZONE MICROLAMS MICROLAMS MICROLAMS '9 013763 O ATTACHMENT REQUIREMENTS SHALL BE USED. UP TO V-0" (2)1-3/4"X 11-1/4" (2)1-3/4"X 11-1/4" (3))1-3/4"X 9-1/4" MICROLAMS MICROLAMS MICROLAMS NE [up-To,0-0" %1-3(4!'X14' (2)1-3/4"X14" (3)1-3/4"X 11-1/4" CROL.AMS ICROL.AMS MICROLAMS s 1 2 A•7 A•7 42'-6!' 5'-6" r--- ------------------------L — --------------------------- -- -- -- -- -- -- -- --- 1 i --------------------, r — -- -- — -- -- -- -- -----------------------5 -- -- -- -- -- -- I I I I STEP FOOTING AT STEP FOOTING AT I I NEW PC FNDN. NEW PC FNDN. I L^ —, I ,• I i • :, i WALL 8 MAX., WALLAT MAX., II4 DTL 8/A-8 DTL 8/A-8 L•--. —• —• -----o--------.—, —• -----Q --� • r I I I SONOTUBES I .o ° 4 { REMOVED 1 r-------- --- - ( I ° I UNFINISHED j I I BASEMENT y I 4"P.C.SLAB W/#1010 6X6WWM I I ( { I I n REINFORCING OVER 10MIL POLYETH. I NEW UNEXCAVATED I I 1 VAPOR BARRIER&6"WELL I .' . COMPACTED RCA BASE : { iv 6"P.C.SLAB W/#1010 6X6WWM STEP FOOTING ( 1 I REINFORCING PITCHED 1/4"PER V-0" AT NEW PC 1 I I FNDN,WALL AT I --- I I AWAY FROM STRUCTURE 2:1 MAX., ( .• . — I 1 I I I I : • I DTL 8/A-8 I ° a I CONCRETE9 S.F.M NAREASSAREAWAY 4 I I I I I ( r--- I •36"MIN.HORIZONTAL WIDTH AND DEPTH ( ( I I I I I I I F.. I ( •LADDER:PERMANENTLY AFFIXED,12"MIN. DOUBLE RIM JOIST SERVES E h I WIDTH,3"MIN.PROJECTION,RUNG SPACING I 1 1 -------� I I I AS HEADER @ BASEMENT I W W { 1 18"MAX. i I ----- --------- — { I I WINDOWS(TYP) I �aw �I zo 1 I I I { I { PROVIDE AREAWAY COVER: •COVER SHALL BE RELEASABLE OR „ I I I I REMOVABLE FROM INSIDE WITHOUT USE OF 4'-(Y' 1 ,: ,_ . ' 1b" P. 42'_6„ { 0„ I 1 ,_10.. KEY,TOOL,SPECIAL KNOWLEDGE OR FORCE OI�CRETE EGRESS STAIR { I~ 1 4 I I .4. I I I •. • _im I GREATER THAN THAT REQUIRED FOR NORMAL EE:DETAIL 170N SHEETA•9 IU r� I I I ° 1 OPERATION OF EGRESS WINDOW { Z_ ( L------------------------------------------------------------------------J4 I ___ _ ° r--- 444= C I a . -------- --_--_—_—_------- I g,2„ J PROVIDE 3'O"MIN.DRAINABLE GRAVEL AT IQ� 1 I ° ° S ° 4 4 G. Q I -- BASEOFAREAWAY I b L— ----- -------------------------- ------ ------------------ ---- —J �LINEOFWALL { 1 4 1 I I DOUBLE RIM JOIST SERVES I I ABOVE(TYP) I I Q EGRESS CASEMENT WINDOW { I AS HEADER @BASEMENT 1 1 13 (SIERRA PACIFIC): I I O x I WINDOWS(TYP) JI- ( I ( ( I •24"MINNIN.OPENING AREA ET CLEAR OPENING HEIGHT { I M 11.7/8"TJI-230 F.J.@ 16"O.C. 1 1 (3)1.314"X 11.7/8"LVL Q I I I •20"MIN.NET CLEAR OPENING WIDTH I FLUSH TRIMMERS @ r----I 30"X 30"X 16"FC. I { •44"MAX.SILL HEIGHTABOVE FLOOR L— --- DOUBLE F.J.BELOW PARALLEL WALLS(TYP U 0.N.) I STAIR OPENING DOUBLE F.J. --------- FOOTING W/(5)#5 ------__------------- I I BELOW BATH TUB •. _------__ 1 o I REBAR BOTTOM r----- I I L-------� 4'-8" 0 0 3 NEW W8 24 I I I i I j • I DROPPE 1 I GIRDER I ( 24"X24"X12"P.C. ;� - -- � 4 1 I 1 I 1 FOOTING W/(5)#5 • REBAR @ BOTTOM 1 B t I 3 1b" ° I 4'- 114„ /2., 3._ „ „ „ 9,_1„ „ I 3„ 1 :, I v A•7 1 I � °D •'G I - t ---------------------- as �� —, i UNFINISHED I1 A7 I r- r---1 r- -1 r--� r---I 1 I : d ° ,4. � - - -� - I - - - - — I - I— - - - -a24 --o —�- - - - - - - '-� -O—I i�-- - - —r°?'- j ; BASEMENT I .. .. . '. . . I I / -- ------ U 1 1 I 4"P.C.SLAB W/#10106X6WWM I f— ° L— J L J L--J L--J \L J/ I L— 3 I 3 REINFORCING OVER 10MIL POLYETH. '• I 0 i 1 -� VAPOR BARRIER&6"WELL tNEWW8 OU — 1 3 X 30"X 16"PC. COMPACTED RCA BASE DROPPEEL �� GIRDER I 1JR F TING W/(3)#5 .4: I ° i I 1 M 29 - - - . I I I I � 1 LL I PER CODE ' 1 BAR EACH WAY @ I UNFINISHED LL ------- I o U i 13f]TSQL9.---- — -_----__ ------� 1 BASEMENT I - -------�---- .. I I 4"P.C.SLAB W/#1010 6X6WWM 5/8"TYPE'X'GYP BOARD TO I I I I REINFORCING OVER 10MIL POLYETH. PROTECT WOOD FRAMING NEW W12 X 30 I I VAPOR BARRIER&6"WELL WITHIN 3'-0"OF MECHANICAL 1 DROPPED STEEL I I COMPACTED RCA BASE EQUIPMENT GIRDER 3 11.7/8"TJI-230 F.J.@ 16"O.C. i NEW (2)1.3/4'X 11.7/8"LVL I ( Q 4• ( 4' I - 1 1 FLUSH TRIMMERS @ 3 UNEXCAVATED I 1 aD Q STAIR OPENING 1 I T.O.EGRESS WALL 16" " N W6 RC.OW BW/4X4MM I 1 3 _ - J r------- ------,----------------- ------------------- ---- -I ---�FOOTINGW(5)#5 I 4 WALBELOL TYP.UNDATION "s a VM ON 10 POLYETHYLENE VAPOR i I - - - �— 4' 4. . 4. a 4 . G 9 I - - -0_ _=REBAR @BOTTOM - 3'_1p" VAPOR BARRIER&6"WELL - `--— — COMPACTED RCA BASE 1 ( Q { r----- --------------------tl-----------------"---'-- � ---1 I TNEWW8 24 L--J BEAM POCKET ( „ . 1 ONCRETEEGRESSAREAWAY ¢ � �� r r b PITCH SLAB TOWARD ( I NEW W8 24 ( I I( I I DROPPE AS REQ'D(TYP) C k ( I PER 1'�DOOR @ MIN.1/8" I y, I GIRD RED L { I II I I GIRDER GARAGEI __ 1 •9 S.F.MIN.AREA ,, :{*, c ' { r , •36"MIN.HORIZONTAL WIDTH AND DEPTH `E' a )• 1 I ( •LADDER:PERMANENTLY AFFIXED,12"MIN. 1 I I I I I NEW PITCHED PIPE TO (I I I ` z y 1 1 I I I I I APROVED SEPTIC II I I DOUBLE RIM JOIST SERVES w a I 1 WIDTH,3"MIN.PROJECTION,RUNG SPACING 1 ° I I '° ( { 4 1 b SYSTEM II I I AS HEADER @ BASEMENT W I N , 1 I I I I I II I I WINDOWS(TYP) { a w I 18"MAX. 1 '-10" I 1a I 10--a- I 1 I I I { v I PROVIDE AREAWAY COVER: I •COVER SHALL BE RELEASABLE OR '^ I I I I I { L-- I REMOVABLE FROM INSIDE WITHOUT USE OF " i I I L — ------------J ( TYPICAL FOUNDATION CONSTRUCTION: ( I I . ,. ( KEY,TOOL,SPECIAL KNOWLEDGE ORFORCE K €` (2)2 X 6 SILL PLATE W/SILL INSULATION&TERMITE SHIELD ( ( I 4 I GREATER THAN THAT REQUIRED FOR NORMAL •. .• I I I r------� OPERATION OF EGRESS WINDOW : �> �t 15"X 5/8"DIA.ANCHOR BOLTS @ 36"O.C.MAX SPACING,12"MAX FROM 3'2 „ 1 I I I- -------------- -t I CORNERS I i • I _ PROVIDE 3'-0"MIN.DRAINABLE GRAVEL AT i '• I I I I I ;ALL P.C.FOUNDATION WALL REINFORCED W/(2)#5 REBAR TOP,M IDDLE,& BASE OF ARE AWAY 1 ° I STEP FOOTING AT I 4 ( I I BOTTOM OF WALL. I I ( I NEW PC FNDN.WALL { NEW UNEXCAVATED M EGRESS CASEMENT WINDOW . AT 2:1 MAX., GALVANIZED ANGLE I `� (PITCHED P.C.SLAB ABOVE) I I iv •P.C. UNDATI WALLS ICKNES PER PLA )W/#5 BAR TOP, IDDLE, I . 4 I I 4 n (SIERRA PACIFIC): DTL 8/A-8 IRON BREAK @ GARAGE ( I I I n &BOTTOM TO BEAR ON PC KEYED FOOTINGS W/(2)#5 REBAR AT BOTTOM. I I CRAWL SPACE VENT { { Ii i • t 1 I IRON I I I I @ " @ 1 I -- ----------J i '� �507S.F• NET GAREA �D < &BEAR ON VIRGIN SOIL. FOOTINGS SHALL BEAR ON VIRGIN SOIL, STEP @ 1:2 24 MIN.NET CLEAR OPENING HEIGHT "' • • FOOTING SHALL BE 16"X 8" 8 WALLS,20"X 10" 10"WALLS, PER CODE W 1L. _6 L' -------- MAX ASREQ'D@CHANGESINELEVATION. 2 MN. OPENING TH 44"MAX.SILL HEIGHT ABOVE FLOOR ° d' Q ( • CONC.WASH @ TOP OF FOOTING&4"DIAM.PERFORATED DRAIN TILE W! I Q ' n• 4 4, FILTER FABRIC @ PERIMETER PIPED TO DRYWELL c -. --------'-- --1-- 1--1-- '--� I----�•---------------- � L----------------------------J NEW CONSTRUCTION: DROP TOP FOUNDATION I ' ' I I I • DAM PPROOFING TO EXTEND FROM FACE OF FOOTING TO 4"ABOVE GRADE TRO P EA N O RESIDENCE DOOR GRADE @GARAGE ( 4, I 8"PC.CHEEK WALLS AS I a I m • GARAGE TO HAVE 6"P.C.SLAB W/4X4 W4.0X4 0 WWM ON 10MM 1740 INLET POND RD. I REQ'D @MASONRY ( ( POLYETHYLENE VAPOR VAPOR BARRIER&6"WELL COMPACTED RCA BASE. STEPS(TYP) PITCH SLAB TOWARD GARAGE DOOR @ MIN.1/8"PER T-0". I I I GREENPORT, NY 11944 I .• L—J L—J SCTM#1000-33-03-19.7 T-3/4" 9'-41/2" /4" 31'-5" PROPOSED FOUNDATION PLAN 2 (A'> A•7 1 10/13/2020 ISSUED FOR PERMIT 2 07/16/2021 REV FOR DESIGN CRITERIA PER BD 3 12/30/2021 REV PER FIELD CHANGES 1 FOUNDATION PLAN- SCALE:1/4" = V-0" RED ARC Drawn by MSV/EAM R HOPFM y��� Project No. 201862 Scale: AS NOTED a Date: 07/28/2020 r� '9 013763 10' PERIMETER MASONRY POOL PATIO A•5 1 2 Q A•7 A•7 3 NOTE: OPEN STRUCTURE 3'-s- CATHEDRAL CEILING. PLEASE SEE STRUCTURAL DETAILS 42'-6" 15'6" BY THOMAS D. REILLY, P.E. " '-9" 2'-4" 0'-8112" 16-6 1/4" IT-11114" '-8" 8'.2" '-8" ATTACHED TO SET. SEE SHEET A•9 A CEMENT 3 M w v—.,vv vwv z -- O ————————————————————————— --------------------- tD 1 I 1 I I N I �WU 2-6"x 7-6" 2%6"X 7-0" B DROOM w x N 0 REAR PATIO 3 AWNING AWNING Q j CATHEDRAL CLG N U W I I I 2X10 C.T.SEE ATTACHED 1 -ENGINEERS SKETCH 14'-6" 1 1 N 14'_6" L6c� I 1 I¢ Z I Lr I w j ZD NOTE: § W PREFABRICATED PERGOLA "'2 w �' g 2X10 R.R. 16"O.C. j 2X10 R.R.@ 16"O.C. I O z q REMOVED FROM PROJECT. �a w x 36"HIGH RAILING U w F g; PER CODE(TYP) V o m I L o ut N c)-- IN U I 2X10 C.T.SEE ATTACHED- + _}a 1 ENGINEERS SKETCH j�w F a¢ Q BEDROOM #2 Q3 �m¢w XuJ I, FLATCLG '� Iw z w SD vwi `7 @ 9'-0-AFF 1�Q I �. !4 b WZY �M1-I�, ivV Lb 'mawcn b+ 1 1... N 1 I Q z W I 4'-0"X 7'-0"DBL.DR. • 1 o in k w -5�---- " -0' 41/2 3'-3" 6„ j 2-0"X7'-0" xw- x I 1 FRENCH 1P Q `�a CLOSET-Din-1 o 9'-0"CLG, t46 j En C.T.FL I 3'-6"X 31-9. 6 115'-0"X T-0" 6 0o CO fJ 6 1 A9 D, r V1f '1 9 -C-01/2" AWNING ^ A 8 FRENx0ox DING A•8 '_\ i� SDZ II I Y_ I -- PROVIDE �1SHING ___1-- 200 -' CO _ i_ - - ' {A CFM b'--- ;C (2)1.314"x 16" VL I AREAWAY MACHINE NAS q 1 I to • I / W/(1)1"X 15. /2"STEEL FLITCH PLATE \ / I Al-I I BELOW BEa'DPER CODE - J ---J. ---- 4 5114"X 7"PSL 5114"X 7"PSL POST C o BASEMENT 1'-6" 411 8'-1/2" [[FARM SINK `' POST -i a " m " 5" 3 STAIR �' �" 33'-1 S'-10" / ,qU M IX= Q in R W/ ,Llo I 9'-114" I, N O �D D o c� Q:LOS. LAUNDRY Gu{s CATWALK �; -- N & I o SUPPORT i x (3)1.314"X 11.718"LVL CANTILEVERED FA - - in 4 1/2" III i� M COLUMN (4)1.3/4"X 11.7/8"LVL FLUSH I�� � I___ Itit JI --- 'Lv STORAGE cR� 4'-8" ? 3 6" :0"_ . —4!-0:- . 3:L1.- - ._ ._ . _ ._ ._ . - .- ,� .- .- .- .- .- .- . N - 11.7/8TJI-230 F.J.@16"O.C, O�E a B°x, ----- -- ------------ ----- -a -- z Z - ---- I ------ 5114"X7"PSL POST LINE OF - I • (O SHOE CUBBIE ENCH W/ •L I I DOWN TO LALLY CATWALK j w Q N F COAT HOOKS ABOVE a I I 1 COLUMN BELOW ABOVE § m= C 5'-0"X 2'8" 1 q z a O z I 18'-3" 1 '- N TUB x w— MUD ROOM/PANTRY ~w ® I PREFAB GAS FIREPLACE, SD N Z 1 ,- Q to t INSTALL PER x z YOOOa V CONTINUOUS 11.7/8"TJI-230 F.J.@ 16"O.C. 2' I m ® RANGE j MANUFACTURER'S 1/2" 4" " 3 os ) INSTRUCTIONS. A•7 ° x ® T X 9.5' I X BATH #2 i'.o " 1 ;, BUILT IN PANTRY SHELVING �eF< op Q 5'C� I ISLAND I 14 4o c '," HALL -� 200 1 M 3 m io ' I to O1 FLAT CLG a CFM = _ r V z , I I @ 9'-0"AFF 9'-0„CLG, �p� A•7 Zn �g�z C? I v C.T.FLR. x 3 1 g WORKBENCH 'c O I I v' DOUBLE VANITY M Q w 36• i m z z O a I T LINEN N ai 1 REF I w TOWER I R ONE-CAR GARAGE16 FLAT CLG I GREAT ROOM �1L11111�1_ I FRONT WALL TO BE BALL ON FRAMED ;D AFF w :1 g (3)1.314"X 11.7!8"LVL CANTILEVERED F.J. O - - — - -- - 5114"X51/4"PSL POST OR WITH 2X6 KING STUD AND o0 p q I I r. PROVIDE JOIST BLOCKING AT 2X6 JACK STUD ON EACH I\ CLOS. O W FLAT CLG (I I CANTILEVER PER f, SIDE,HOLD DOWN CONNECT I' _ W.I•C• MANUFACTURER'S a iv AT EACH STRUCTURAL POST j x INSTRUCTIONS @ 9'-0"AFF FOYER III HEADER PER PER DETAIL 6/A9(TYP.) I �, 1 I / a0 �� SCHEDULE I I 5/8"TYPE-X'MOLDTOUGH`- (3)1.3/4"X 11.7/8" VL FLUSH (TYP U.O.N.) a I 1 " GYPSUM BOARD @ GARAGE g g - - — - — - r----WALLS&CEILINGto 0 FO- oQ 6'-0"WIDE 5'-0"WIDE 6'-0"WIDE 5'0 WIDE k f A 3 to EL b 5'-0 PICTURE W/ 5'-0"PICTURE W/ 5'-6"PICTURE W/ 5'-15"PICTURE W/ CO N I 2'-6"AWNING BELOW 7-0"FIXED BELOW 7.6"FIXED BELOW 2'-6"AWNING BELOW SD O I INTERNAL DOWN POUT W'N £" I I 2x8 F.J. 16"O.C. J I g w '17 14 m FROM 2ND FL x w m 4 z 3'-6"X 7-0" O N i iD TERRACE PIPED O T w 11.7/8"TJI-230 F..tl.@ 16"O.C. ENTRY DOOR W/ Q O I N v W g- J to DRYWELLS(TYP) Lj k =4¢ F- — — — — r- — — — — �I 3'-6"TEMP.GL. x V ; O 14'6 " NDOW n .� •i SIDELITES En IN REAWAY ul \ w 1 I / I N ' ELOW d I I iV N Iy c? •' �11 \ O 00 .31 C14 I ¢4 I I BEDROOM #1 °° ;` \ I COVERED 114 w TRY M FLAT CLG V @ 9'-0"AFF Z4 EADER PER-""'_ NEW CONSTRUCTION: S ULE N LL --- �, fh HEADER PEISCHEDULE \ \ I _ `TyPU. N TROPEANO RESIDENCE fil —_ A•5 1 2 2 A•7 A•7 ._6" — — — — — — — — — — — — — — -I LINE OF RC OM BELOW i 1T-10" 10'-81/ " 4" 1'- " 5'- 1/2" '-4 4" 3'-8" 8'-2- 8" 2'-0..X 7.6" 2'-0"X 2'-6" AWNING AWNING TEMP. _ I I CD Q I I I I i i SEAT SHELVINT SHOWER z I N _ Ul I M I � I I WIC #1 IA CIESS j S w/ Ij I N z I I I CEODE I I P.GLA 5_N — ¢W 1 itI J I ENDCOLOOR& m I N It I KNEE WALL 200 • I I I e CFM I zo I Ip ASTER BATHN I I I i 11 " /2" 6-0" I I zo I I I FLAT CLG I;., I ( H z 3'-0"X 3'-0" 3'-0"X T-0" 3'-0"X T-O" T.0"X 3'-0" 3'-0"X 3'-0" 3'-0"X T-O" I $G G I A F-0f Tx z AWNING AWNING AWNING AWNING AWNING AWNING I } I DOUBLE VANITY I \— ------------ -------------i— — ------------------I---------t-- --------------- --------- ------- A I — ---- --— - --- -- — � 3 i N � � 3 \\ I I^ I I \ sD I W NOTE: I \ ii o I I I I I \\ 2X10 C.J.@ 16"O.C. I ( Q OPEN STRUCTURE CATHEDRAL CEILING. PLEASE I \\ N �N 11 CATWALK I N ( I SEE STRUCTURAL DETAILS BY THOMAS D. REILLY, P.E. co I _ _�_ _ _(3)2X10 C.J. _ _ _ 11'-101/2" T-91/4" 9-33/4" u' \\ -- ----- ATTACHED TO SET. I \gyp• 11 o SHELVES = N SEE SHEET A•9 Z 36"HIGH GUARD/SHELVING COMBO to 36"RAILING PER CODE 3G'HIGH GUARD/SHELVING COMBO \ I R 3 \% 4 @� \ WY a2Wh 6" `` 4. .. G' 8" 3'-4 /2.. 6" \ I x U LL Z tv Q N Q Z I \\Cyto O O \\+i m w Q I N¢ �? WWI \ to N MAINTAIN 2" \ W W N I V io CD x W \ W [� CLEARANCE B/T FLUE& \A z 3 O r Q v� \ a COMBUSTABLES,PER \ z _ I \ HATCHING INDICATES � ? 11 CODE \ W m 3 I A•8 BUILD-OVER ROOF SD A•s \ MASTER � I A•7 I \ ` FRAMING(TYP) (2)1.3!4"X 14"LVL RIDGE BOARD \ BEDROOM N I "'m x N I ( -\\1----------- M ------f — -- ---------------- N {— ------------------------------------- — Z �•b ------ b J I X�rL 3 — / TRAY CLG (L FROM 8'-0"TO N O U)V 3 A•7 I \ ALL �p4'<c / 9'-6"AFF a NOTE: I \ / R.R.PER ENGINEER'S SKETCH\ \ FILAT_CLG OPEN TO GREAT ROOM BELOW C9�Q / O I PICTURE WINDOW&PROVIDE(2)2X6 MULL B/T I FAMILY RO \ @ 8 UZ�Q O/P I N FLANKING CASEMENT AFF '\ U `�0��/�t� gFpO cq WINDOWS FLAT CLG @ O J / ti I '�'Z W w zo 8'-0"AFF i `9��\ ED k9'-6"ROOF I ?<W x Z PLATE H / W _ .:. z. i, CJ °4 I 1 \ / \ LOOK-THRU x / \\ I OPENING TO \ I (, GREAT ROOM W/ \ I I°4 36"KNEEWALL u' N \ I i HEADER PER I� \ SCHEDULE / I Ma (TYP PUO to I rrnnw --- -------- ---------- I -- ------ --------- ---------- ------- / `0 6 0X6'-8' 6. 1 FRENCH SLIDER 2'-8"X 6'-8" 2'-8"X 6%0" PICTURE 5'-0"X 5'4" 6'-0"X V-0" 6'-0"X 6'-0" OX I I I FRENCH CASEMENT PICTURE PICTURE PICTURE ( I F ICOMPOSITE DECK HEADER PER _ 9z I I ( EPDM ROOF PITCHED I ON PEDESTALS SCHEDULE in W I I 1/8"PER V-0" I "W-r I I TERRA z I TOWARDS SCUPPER I I (TYP U.O.N.) z - n U) I AND EXTERNAL Z a - iQo V I I a I DOWNSPOUT TO a " 2X10 C.J. 16"O.C. I COMPOSITE D CK w I I ( W ON PEDESTAL O 1 DRYWELL I ( O 2X10 R.R.@ 16"O.C. 2X10 R.R.@ i6"O.C. I" EPDM ROOF N c I PRIVATE ^ i a N PITCHED 118"PER N w . 04 I V-0"TOWARDS WI TERRACE I , SCUPPERANDI �FLATCLG I EXTERNAL DRAIN 2X10 C.J.@ 16"O.C. I I 11 I@ 8'-0" I 4 TO DRYwEIL ab I AFF to , I I HEADER PER I I 2X10 R.R.@ 16"O.C. I 2X10 R.R.@ 16"O.C. ( - • • 1 �I^ I I SCHEDULE I I (lYP U.O.N.) I - • " �° •Ip"c�, � I IlaNI I I N INCOME NEW CONSTRUCTION: C6X '-0"T TROPEANO RESIDENCE ASEMEN5 7'-9" T-9" 2'-0" 2'-11 /4" 1 '-03/4" '- 1 /4" - 3 " 314" '-9" 8' "TERRACE OP N 3'- " 1740 INLET POND RD. 31'_5" 15'_6" '-0" • GREENPORT, NY 11944 ' SCTM#1000-33-03-19.7 PROPOSED 2ND FLOOR PLAN 1 2 A•7 A•7 1 10/13/2020 ISSUED FOR PERMIT 2 07/16/2021 REV FOR DESIGN CRITERIA PER BD • 3 12/30/2021 REV PER FIELD CHANGES 1 A•5 1 2ND FLOOR PLAN �iRED ARC, Drawn by MSV/EAM A 4 SCALE:1/4" = 1-0 5 P�I; Hop tii�� Project No. 201862 Scale: AS NOTED Date: 07/28/2020 9 013763 NE`N ��„ " I I I z I I CONT.RIDGE VENT _---------------------------- L ,�- -r -_ .^N __lri'_ ___________-___________ill`/YtiJ..'YJ.}'J.JJ_ FLASHING AS NEEDED 777--%- - OR EQUAL(TYP) - NEW LIFETIME ARCHITECTURAL AROUND CHIMNEY _-1-T ICE&WATER SHIELD@ _ ASPHALTSHINGLES BY"GAF,"(T (fYP) �� �`T :: .`•'.t:• �{� T I _ EAVES&VALLEYS MIN. COLOR TBD YP) i 2'-0"IN EACH _ - --... - -- -Z 12 --- �_127-�� DIRECTION(TYP_) x7.75 \\ 12 112 T EAVES&VALLEYS MIN. 2: 12 G - \ .� - DIRECTION(TYP) QP r _ - ` - --------------- ————————————— ------ 'zl.-. -�_- --- =__,__—�_- —_—_ _— _—: -- — —.-- --- _ — - _— --- — ----- ----- — ---- — I ---_— — J%Z ___.._J.__...—- ---..._._.._...._ 1s o — _ AZEK TRIM BOARD,COLOR TBD,TYP. - - -- -- ALUMINUM GUTTERS@—/------ - ALUMINUM GUTTERS @ O LEADERS PIPED TO ----- --- - - s LEADERS PIPED TO W DRYWELLS(TYP) _ DRYWELLS(TYP) O : z __..__.._............._.._.. - W U RAILING PER CODE --------- - RAILING PER CODE z 00 M FINISH,COLOR TO MATCH __._. .__.___...___..._.. in ��^ 101_01, --_ WINDOWS f' WINDOW HEAD._ _ HEIGHT ------------- I---------------- - I Q s"SIDING FINISH,COLOR TBD(TYR U.O.N.) 2 yLtIF.EWQNEI _ ` l Q T 3 _NOTE: .._.._ .__...,_.._...__.__._..._. TALL PATIOS._WATERPROOF MEMBRANE SHALL EXTEND 24" _ _ I VERTICALLY ONTO ADJACENT WALLS -- ------------ _ -TO PROTECT WOOD FRAMING-(TYPj ____-- _ ___ __ LE-1 ---__—_—____— _---_---_------------------------------- ----...E1B�7:F144o I I 1 I I II IIGRADE I II II ----------------1-----------------------++---------------------t—I-------------------------------------------------------I-------------------------------------SE&V+LSLAU I II II I I I II II r1---------� I I I I I L_______ L_ _____________________________ _ __�-� _-__---_-__-__---_----_--_--__-- I _-__-----__-__--_____-_ ______-- L----- -J-------------------1--J----------------------------------------------------- 1 I NORTH ELEVATION FRONT /4•J SCALE:1/4" 1'-0" I I I I I I ;;, ?•:..',;,: CONTINUOUS RIDGE VENTS(TYP) - ----------------------r------ �'�'- — _ _ ----------------------- 2F-6 11 If _ NEW LIFETIME ARCHITECTURAL -Tr—} SIZI� < - ASPHALT SHINGLES BY"GAF' _ -, I . 12 T? Tom" _ COLOR TBD(TYP) _ - 12 -- 7.75 &WR SHIELD - ~ EAVES&VALLEYS MIN. �[."' _. T\" ✓ 2'-0"IN EACH - � -'i_ - - �-r T- 12=1t\ DIRECTION(TYP) 11 If I s I_[ I ALUMINUM GUTTERS @ „ f _ -r- - LEADERS PIED TO �^--°-�- DRYWELLS YP r ,L18Y�._P0 : IM BOARD OLORTRO TYP.,--,--- SECOND FLOOR WINDOW HEAD HEIGHT -- ---- .--- �•r�;- -_ 4 Lu 12 !/ � \\ 12 C7 ,,,, f,,:w ; . „•-�;, yrs',, � ALUMINUM FLASHING @ ---- —� 10- /_ ♦... t 0_. ui � - - � ROOFNUALL U _ , 3 1 �y- -�� INTERSECTION(TYP) co . - • t - __....._.__. -6"SIDING,COLOR TBD(TYP.U.O.N.) ----------- -- ———— ------I-------_— ------ --...-------------- ------------------ — ! ---------- ----------- \ -----------S=0Q1 Qm0— —I I --- ------- ------- --- — 1 1 1 T 10'-0° ------------ —�- ----�--- a.-- ! ---- - —�---_—_---_---- --I-- --------- -- —�J�LE44.R138LAIlr_ 1 '—• { 9`0" NEW CONSTRUCTION: TROPEANO RESIDENCE -1 ------- FIRST FLOOR WINDOW HEAD HEIGHT,LfY�- I I 1740 INLET POND RD. I I _ GREENPORT, NY 11944 W SCTM#1000-33-03-19.7 I x ui -------- r j -- i 3 n PROPOSED ELEVATIONS NO I I I ATALL PATIOS,WATERPROOF MEMBRANE SHALL I I EXTEND 24,'VERTICALLY ONTO ADJACENT WALLS TO PROTECT WOOD FRAMING 0yP) --------------- -- ----- _- __ IRSSF4:PQR— - --I-------i-------+"----- — —" — o`_o" 1 10/13/2020 ISSUED FOR PERMIT I I 2 07/16/2021 REV FOR DESIGN CRITERIA I I I I I PER BD I GRADE 3 12/30/2021 REV PER FIELD CHANGES I I I I I I I I I I I � • I I i I I I i I I I r--J r---------------------------� ��RED ARC, Drawn by MSV/EAI L--1 L--1 I I ( ��`� ��R HOFctii�� Project No. 201862 Scale: AS NOTED I I ---------J-------1-------------------------- I J J -----T�-------------------------- ==r'==r= ---------------------------------------------------------r-=T= --L------__________ I I I I CONTINUOUS RIDGE VENTS(TYP) -_-----_-_ ------------------B14SUELGJiT_ _ T ----- I NEW I IFF [ME AR HITECTURAL SPHALT SHINGLES BY"GAF," I -� - -r- - -�-� OLOR TBD(TYP). t 19'-6" L7---T-a-•-r- _ =fi=r=� r r-t-)i--r-T-��_-f-I=1=L=11 �._ _�.1 ry=_ _. _ _--___-_-_ _ _ice r_.�_ ��.- r .._ .,I.- __ � ®E �. T_-.:1..�__-- �-' _ -- ______________-c�`4YV1'.1G`i1.L Pi("L.k_ --- --- _ __ _ _ 18'-0" AZEK TRIM BOARD,COLOR TBD,TYP, AZEK TRIM BOARD,COL{DR TBD,TYP. I SECOND FLOOR WINDOW HEAD HEIGHTITYP)_ -----------------6'-8"A.F.F.(16-8")-CY - _ W .._ �LL RAILING PER CODE - - o CO 10'_0" _______ — __ _ __— _ —__— —_ — ------ ---_— ____ I ----------_ _ ---_—__ FIRSTTL��OR PI ATE— —————————— -- ---_— -------------- --- --_,_--- —FIRST FLOOR WINDOW HEAD HEIGHT(TYP) W S -- 0 J U "6"SIDING,COLOR TBD(TYLLt LLT r_""_�P.U.O.N.) I I I __---___-_�IB�I.FL44R_ _ —————————— — ------- ------------------------ 13 I 3 I I um I EGRESS WINDOW I 11 d I r,I I�� AND P.C.WINDOW I 11t =�j==SSI / I AND P.C.WINDOW t I I I I p 111 I WELL PER NYS I I I d I+ I WELL PER NYS CODE +1 I CODE t t I :11 A Jill I I I�1 11— 1+1 I I I d 111 I I j1j �1 1+1 ( I I Lr===== of I I I I I I I I I 0 I I I i I I I I I I I _ ____ I — —________ ___ _ '_____ ----------- T __________ _ BASEMENT_ __-- - -� - ------- 1 WEST ELEVATION (RIGHT SIDE A 6 SCALE, 1/4" - 1-0 I 1 ALUMINUM LASHING @ROOF/WI CONTINUOUS RIDGE VENTS(TYP) INTERSECTION(TYP) CONTINUOUS RIDGE VENTS(rYP) { _8145zE1StLT_ - .________________ ____--___ 26,_6 NEW LIFETIME ARCHITECTURAL SPHALTSHINGLE8 BY"GAF," ,I OLOR TBD ----------------- — — --- —_ _.� = _____ -- _— -- ` — �1�� _ _-----.3ECQQFQORU,.ATE_ � _ ______ _ _____ __ __ __ _ _ __ _____ ___ _ __ __- _ •__ CONTINUOUS RIDGE VENTS(TYP) — _ AZEK TRIM BOARD,COLOR TBD,TYP. I SECOND FLOOR WINDOW HEAD HEIGHT TYP " 6'-8"77FF.(16'-8") - Lu Po. ----------- - - ---- ------ - -- J ------------ ---�----1------- ------ ---------�F��>��_ _ � Y-CSC —L``�' i — _ ____________________ -� I 10'_0" •-------- ,�..'-....�.,-. 1 ... ------------- -------- - ------------ ------- - 1.1 _�13�T�L44SeI.f1I�_ AZEK TRIM BOARD,COLOR TBD,TYP. 6"SIDING FINISH,COLOR TBD(TYP.U.O.N.) _ - �{ NEW CONSTRUCTION: •__—_--_--- — --- -- — --- —,—_— FIRST FLOOR WINDOW HEADHEIGHTLTYP)_ _ TROPEANO RESIDENCE 1740 INLET POND RD. GREENPORT, NY 11944 z SCTM#1000-33-03-19.7 W U —36"HIGH RAILING PROPOSED PER CODE(TYP) - I. ELEVATIONS -- ----------- ---- - ---i-----------------------------I-------------- -------- I 1 10/13/2020 ISSUED FOR PERMIT I 2 07/16/2021 REV FOR DESIGN CRITERIA 1 PER BD 13 12/30/2021 REV PER FIELD CHANGES I I I I I I I I i I I I I I r---------r--i I r--J ARED ARcy Drawn by MSV/EAM I J J i'--� �5 P�R HOFFM9 �� Project No. 201862 ----------- --- I I r-- r-- 1 �� -11'-0" � 2 � Scale: AS NOTED - -----------------------------rT f `1 Date: 07/28/2020 I------- - ------------------------------ ------------ -L----------------------------•1---1------� 1 4u Nor> r _ '9 013763 yO�" 2 EAST ELEVATION (LEFT SIDE NES A•6 SCALE:1/4 = 1'-0" ALUMINUM FLASHING @ I ( I I ROOF/ WALL I I I I A 8 CONTINUOUS RIDGE VENTS(TYP) INTERSECTION(TYP) --------------------- --r�= — �--- --------�� ' --------------- ----------- 26-6 - _. .- . . ICE&WATER SHIELD @ EAVES&VALLEYS MIN. _ 2'-0"IN EACH DIRECTION �� I ( ,Q NOTE: (TYP) 12 �e�eQ H } AN 12 - - - -- O 8 @ OPEN STRUCTURE S A CATHEDRAL CEILING. PLEASE 2X6 C.T.�16"O.C.(TYP @NON- - - - 3 9+/- BEARING RIDGE AREAS) g+/- 2X6 C T @ 16"O.C.OOP NON- SEE STRUCTURAL DETAILS I BEARING RIDGE AREAS) ATTACHED TO SET BY ATTIC ATTIC THOMAS D. REILLY, P.E. ATTIC ------------ SEE SHEET A•9 419 - - _ - - - - - --------------------- ---------------------- — A8 —•---------------- ---J/ \`--- ------ ------------------- ------ ----------- -4C.I.PqR PLAN _ _ — --------------------- ------------------- C.J.PER PLAN _ ------- `___________ ______ ____—.�FS�R.E1,�2SPLf�_�--�--_----______ — '�— C.J.PER PLAN ___- 18'-0" m 1'-4 314" F- m W W R-21 BATT INSUL.@ 38 BATT INSUL ; I PRIVATE EXTERIOR WALLS,R-16 l �ATTICS(TYP) I I INTERIOR WALLS B/T / / _ _ TERRACE HEATED&SPACE(TYP) HEATED J W.I.C. HALL MASTER RAILING PER CATWALK I I I N ui j BEDROOM CODE BUILT IN SHELVING @ 36"HIGH PER WINDOW&DOOR RAILING CODE \- — �FSrQNQFLQQ�_ —— TRIM,TBD @ 10'-0" -- ---- _,\\ INTERIOR(TYP A•8 A•8 � --------------------- ——————————————————— I I I �p --- -------- --- J--r— �>:.t — -------------�_--- — — ---------- — — — — — -- --- -- — — --------- -- ------ ---------- �-- J.PER PLAN 9'-10" t-r---r r dr.— ------------------------------------------ I I I F.J.PER PLAN — F.J.PER LAN I PRIMARYAND BEDROOM #2 CLOSET BATH #2 BEDROOM #1 1 I I SECONDARY SCUPPERS Oi z ALL TERRACE FLOORS TO GREAT PER CODE W/THRU-WALL RECEIVE OPEN CELL FLASHING,TIED INTO n= SPRAY FOAM@ FULL ROOM LEADER PIPE AS = ? a CAVITY FURR CEILINGS x ACHIEVE MIN.R-38 Tom— b REQUIRED. RED TO = H INSULATION ON VWN AS ALIUE.(TYP) I OPEN TO BUILT-IN I I I I BUILT-IN OPEN TO Z OO HALL BEYOND I I HALL BEYOND SOUND TTEN.BATT INSUL. a W SHELVING SHELVING V @ALL UNDRYROOM, of x I , BATHR M AND MASTER O BEDROOMWALLS& OI CEILINGS(TYP) CHANGE IN ELEVATION REFAB f2 A•8 IS LESS THAN 30", GAS 1!2 1i2 PITCH AWAY @ FIREPLACE REQUIRED PER CODE.RAILING NOT MIN.1!4"PER 1'-0' L --------------;------ -- —r------------------ ---------�113SIFL44R— --�c-------------- I --------- b` v F.J.PER PLAN ► 0'-0" — M I I F.J.PER PLAN w¢ w GRADE DOUBLE RIM JOIST SERV S S Q CRAWLSPACE 2X NAILER OVER Q \ R-30 BATT INSUL @ S HEADER WINDOWS BAP EMENT — 2XNAILEROVER FLOORS ABOVE (TY ) 3 STEEL GIRDERS 3 STEELGIRDERS UNCONDITIONED C �P) j (TYP) SPACE OR OUTSIDE I 1 AIR(TYP) D LJ F1 BASEMENT I 1 Sl- D . D • j Lu l I �0 0. D 1 t vW �W REINFORCED P.C.SLAB ° a PER PLAN(TYP) ---------------r--------------------------- — _—_—_---------_—__----------- 11'-0„ --------------- r — ----------- _ rLT_ _ D •✓ SECTION THRU GREAT ROOM 2 SECTION THRU BEDROOMS SCALE:1/4" = 1'-0" A'7 SCALE:114" = 1'-0" I I 1z I I A•9 _ CONTINUOUS RIDGE VENTS(TYP) ------------------------� I I ---------------------------.el��rsr --- TYPICAL CONSTRUCTION NOTES --- Y• , RIDGE BOARD PER PLAN TYPICAL ROOF CONSTRUCTION: TYPICAL COVERED PORCH& 12 12 • RAFTERS,HIPS,VALLEYS AND RIDGE BOARDS PER PLAN EXTERIOR PATIO CONSTRUCTION: =` 12 / Q� B B Q Q Q Q Q I I �4 7 3!4"+!. • 5/8"EXTERIOR GRADE PLYWOOD SHEATHING AF P.C.WALLS&FOOTINGS PER TYPICAL FOUNDATION CONSTRUCTION NOTE ' 2X6 C.T.@ 16"O.C.(TYP @ NON- I ( QF'� �ACgy • 30#FIBER-REINFORCED ASPHALTIC ROOFING FELT • WHERE CONCRETEBLUESTONE PATIO ABUTS WOOD FRAMING INSTALL 40 Q� BEARING RIDGE AREAS) Q� N E. • CONTINUOUS ICE SHIELD @ ALL ROOFS TO MIN.2'-0"FROM INSIDE MIL WATERPROOFING MEMBRANE BETWEEN,EXTEND VERTICALLY ONTO ' i I OPEN STRUCTURE 9 �S-uu�EBWgTx _ SURFACE OF BEARING&ENTIRE SURFACE OFALL ROOFS W/3:12 PITCH OR FRAME WALL 24"ABOVE FINISHED PATIO SURFACE. ATTIC A•8 20'-4" LESS —i CATHEDRAL CEILING. PLEAS -- — ---J/ • SEPARATE PATO PAVING FROM MEMBRANE W.1/2"PREMOULDED a SEE STRUCTURAL DETAILS \ • GAF LIFETIME ARCHITECTURAL ASPHALT ROOF SHINGLES @ 2:12 PITCH OR EXPANSION JOINT @ PERIMETER I —.—MBI�A�IS� GREATER,BUILT-UP MEMBRANE ROOF @ PITCHES UNDER 2:12 1, 4 ATTACHED TO SET BY / • 6"P.C.SLAB W/6X6#1010 WWM OVER 6"WELL COMPACTED RCA/GRAVEL q.g CONTINUOUSLY VENTED SOFFITS T�-►ef�g9-B-{ -}L{ E----- ---I I------� BASE. PITCH SLAB @ 1/4"PER V-0"AWAY FROM HOUSE.FINISHED ELEVATION 18'-10" R C.J.PER PLAN- YNNVM4 C.J.PER PLAN � • R-38 BATT INSULATION @ ATTICS W/PREFAB.1"AIR BAFFLES. FURR CEILINGS PER PLAN. FF SHFFT A Q /------SF�4lJR E1.44SP1/1�_ , STAIRS SHALL MEET THE FOLLOWING CRITERIA: ---- ----- — — - DOWN AS REQUIRED. •ALUMINUM HALF ROUND GUTTERS GUTTERS&LEADERS TO, < BLOCK UP TO 9'-6" a F- PIPE TO DRYWELLS 11"TREADS(INCL.1"NOSING) \ / R38 BATT INSUL PLATE HEIGHT x • +/-7"RISERS W/THIN STONE VENEER RISERS (TYP) @ATTICS I I O w 36"MINIMUM WIDTH(SEE PLAN FORACTUAL DIMENSIONS) MASTER = TYPICAL FLOOR CONSTRUCTION: • 36"GUARDRAIL PER CODE WHERE FINISHED SURFACE LOCATED z I I F . = C7 MORE THAN 30"ABOVE ADJACENT SURFACE(SEE PLAN FOR BEDROOM 0 z • JOISTS PER PLANS,SOLID BLOCKING AT 8'-0"O.C.MAX.,ATTACHMENTS AS REQUIRED LOCATIONS) +" Zi PER NAILING SCHEDULE. - FAMILYEl [:1 1:1 L I I = W :., .. ROOM co I ( I- O • 3/4"PLYWOOD SUB-FLOOR BENEATH SPECIFIED FLOOR FINISH • FINISHED GRADING @ 1:3 MAX SLOPE AWAY FROM ALL STRUCTURES g `� • CERAMIC TILE @ KITCHEN,BATHROOMS&LAUNDRY ROOM. ALL OTHER 36"RAILING PER CODE W/BALUSTERS 36"RAILING OR ( I AREAS TO BE OAK FLOORING.(CONFIRM WITH OWNER) TYPICAL WATERPROOFING(cD-MASONRY PATIOS 6 & T WHICH WILL NOT PERMIT PASSAGE SHELVING PER CODE �liGQNQFL49B_ R-30 FIBERGLASS BATT INSULATION WHERE ABOVE UNHEATED SPACE 3 OFA4"DIAMETER SPHERE,STAIR I I 10'-0" •PITCH PATIO&LANDINGS AWAY FROM BUILDING @ 1/4"PER T-0" ' CONSTRUCTION TO COMPLY WITH SOUND ATTENUATING BATT INSULATION @ ALL LAUNDRY ROOM, \ DETAIL 15,SHEET A-8(TYP) / BATHROOM AND MASTER BEDROOM WALLS&CEILINGS 40 MIL WATERPROOFING MEMBRANE SHALL CONTINUE UP FROM I j•1 _9_ ______ ___-/ --"j€RRAC�FL•SOR_ FOUNDATION WALL PER DETAIL,TO PROTECT WOOD FRAMING. • 1/2"GYPSUM BOARD CEILING,TAPE&SPACKLE MIN. COATS F.J.PER PLAN I I F.J.PER PLAN � ___—__SIRSTFLOQg•PLA1g— _ �) • PROTECT MEMBRANE W/DRAINAGE MAT. \ / ——— • SEPARATE PATO PAVING FROM MEMBRANE W.1/2"PREMOULDED EXPANSION GREAT I / 17 9'-0„ NEW CONSTRUCTION: MUD ROOM MUD ROOM ROOM I A'6 TYPICAL EXTERIOR WALL CONSTRUCTION: JOINT @ PERIMETER TROPEANO RESIDENCE • 2X6 STUDS @ 16"O.C. 1740 INLET POND RD. TYPICAL EXTERIOR BALCONY CONSTRUCTION: R-21 BATT INSUL.@ I 1/2"CDXEXTERIOR GRADE PLYWOOD SHEATHING GREENPORT, NY 11944 HALL BATH #2 • DECK FRAMING PER PLAN Wi 314"CDX PLYWOOD SUBFLooR. EXTERIOR WALLS,R-13 @ I c9 SIDING MATERIAL PER ELEVATIONS W.MANUFACTURER-APPROVED BUILDING INTERIOR WALLS BIT = WRAP BY'TYVEK'OR EQUAL • CONTINUOUS CANT STRIPS @ PERIMETER&MIN.1"60 PSI RIGID TAPERED SCTM#1000-33-03-19.7 HEATED&UNHEATED INSULATION PITCHED MIN.1/8"PER 1'-0"TO PERIMETER ROOF GUTTERS. Q O R-21 BATT INSULATION @ WARM-IN-WNTER SIDE 3 SPACE(TYP) z • CONTINUOUS WATERPROOF MEMBRANE,EPDM OR APPROVED EQUAL. Lu U 1/2"GYP BD.@ INTERIOR SURFACES,TAPE&SPACKLE MIN.(2)COATS MEMBRANE SHALL EXTEND VERTICALLY UP ADJACENT WALLS MIN.24"BEHIND -n PROPOSED U SIDING MATERIAL. WRAP MEMBRANE CONTINUOUSLY UP AND OVER CURBS& FASTEN @ OPPOSITE FACE,COVER W.5/4"AZEK COPING. SECTIONS 36"HIGH RAILING TYPICAL INTERIOR PARTITION CONSTRUCTION: EXTEND WATERPROOF MEMBRANE&INSTALL COPPER FLASHING PER CODE(TYP) SCUPPERS AS REQUIRED TO DIRECT WATER TO GUTTERS. @ 1/2 • 2X4 STUDS AT 16"O.C.,U.O.N.ON PLANS ---- A'9 •514"X 6"DECKING,COMPOSITE OR APPROVED EQUAL,INSTALLED ON ADJ. • SOUND ATTENUATING BATT INSULATION @NEW BEDROOM&BATHROOM WALLS g PEDESTAL SYTEM PER MAUNFACTURER 0'4" • ALL WALLS TO RECEIVE 1/2"GYP BD.TAPE&SPACKLE MIN.(2)COATS 1 10/13/2020 ISSUED FOR PERMIT �— F.J.PER PLAN F.J.PER PLAN 1111 11 F.J.PER PLAN • FLASH&BATT INSULATION: 3"CLOSED CELL SPRAY FOAM(R-18)+5.1/2"BATT • 5/8"CEMENTITIOUS BOARD BEHIND TILE AREAS INSULATION(R-21)=R-39 TOTAL. 1"PREFAB BAFFLE @ TOP&COR-A-VENT @ 2 07/16/2021 REV FOR DESIGN CRITERIA PERIMETER PER BD / 2X NAILER OVER 1/2"GWB AT 3 STEEL GIRDERS BASEMENTCEILING TYPICAL FOUNDATION CONSTRUCTION: ' 36"RAILING PER CODE @ PERIMETER W/BALUSTERS WHICH WILL NOT (TYP) PER CODE. NOT GRADE PERMIT PASSAGE OF A 4"DIAMETER SPHERE 3 12/30/2021 REV PER FIELD CHANGES 36"RAILING PER CODE W/ REQUIRED IN CRAWL • (2)2 X 6 SILL PLATE W/SILL INSULATION&TERMITE SHIELD BALUSTERS WHICH WILL 10" NOT PERMIT PASSAGE SPACE. 4 • 15"X 5/8"DIA.ANCHOR BOLTS @ 36"O.C.MAX SPACING,12"MAX FROM TYPICAL INTERIOR STAIR CONSTRUCTION: • +/-10"TREADS W/1"NOSING(OAK OR APPROVED EQ.) OFA 4"DIAMETER SPHERE CORNERS �P) z DALL WALL. FOUNDATION WALL REINFORCED W/(1)#5 REBAR TOP&BOTTOM OF , +I_7112»RISERS(PAINT GRADE PINE OR APPROVED EQ.) I _ _ W — — •P.C.FOUNDATION WALLS(THICKNESS PER PLANS)W/#5 REBAR TOP& EXPOSED STRINGER — —I BOTTOM TO BEAR ON PC KEYED FOOTINGS W/(2)#5 REBAR AT BOTTOM. —I & FOOTING ON VIRGIN SOIL. FOOTINGS SHALL EAR ON1VI GWALLS, IN SOIL. STEP @ 1:2 80 MINIMUM HEADROOM MAX AS RECD @ CHANGES IN ELEVATION. • 36"MINIMUM WIDTH • CONC.WASH @ TOP OF FOOTING&4"DIAM.PERFORATED DRAIN TILE W/ • 36"RAILING PER CODE ED q Drawn by -4 D Q FILTER FABRIC @ PERIMETER PIPED TO DRYWELL \S���R HOPP Project No.M 20/186 D — — DAMPPROOFING TO EXTEND FROM FACE OF FOOTING TO 4"ABOVE GRADE P� FM9 Scale: AS NOTED ---- ----- , ----- — ---- — — - Date: 07/28/2020 • 2"P.C.SLAB W/6X6#1010 WWM ON 6MM POLYETHYLENE VAPOR BARRIER& Z BASEMOENT 6"WELL COMPACTED GRAVEL BASE AT CRAWL SPACE * _ GARAGE TO HAVE 6"P.C.SLAB W/4X4 W4.OX4.0 WVW ON 10MM POLYETHYLENE VAPOR VAPOR BARRIER&6"WELL COMPACTED RCA BASE. � ^ PITCH SLAB TOWARD GARAGE DOOR @ MIN.1/8"PER 1'-0". N� � 3 SECTION EAST - WEST 9 013763 14.7 SCALE:1/4" = 1'-0" NES 2-16d COMMON NAILS @ FIRST FLOOR EXTERIOR 16"O.C.FOR FULL SIMPSON HDQ8 OR LENGTH OF STUD SIMPSON PHD6 PER R311.5.4.,THERE MM=Ff?0QRPFQAP1'NQG 2-16d COMMON SHALL BEALANDING NAILS @ 16"O.C. AT THE TOPAND UUUUUU (2)2X6 MCA SILL W/COPPER TERM ITE SHIELD& PHDSBOTTOM OF EACH SILLSEALER PREDEFLECTED , STAIRWAY.THE WIDTH PHDS HOLD DOWN OF EACH LANDING U� NOTE: BASEMENT "C•• 5/8"DIA.GALV.STEEL ANCHOR(BOLTS W/3"X3" SHALL NOT BE LESS y PROVIDE STAIRWAY ILLUMINATION AS ?';II• WASHERS @ 23"O.C.MAX.,1'-0"FROM CORNERS.7" PREDEFLECTED •• THAN THE STAIRWAY �Q� REQUIRED PER NYS RESIDENTIAL CODE, GRADE MIN.EMBEDMENT HOLD DOWN PRDVDED TO PREVENT OR DOOR SERVED, EALUSTERSSHAa BE �� SECTION R303.6 EVERY LANDING SHALL ThEPASSADEDEA4' II HAVEAMINIMUM D—ETERSPHERE DIMENSION OF 36" MEASURED IN THE 12"PREMOULDED EXPANSION JOINT O DIRECTION OF TRAVEL. 10"REINFORCED PC.FOUNDATION WALL W/DAM PROOFING 12"DIA.ANCHOR 6"P.C.SLAB W!6"X6"10110 W.W.M. REINFORCING OVER 6 MIL POLYETHYLENE #5 BAR @ TOP&BOTTOM OF WALL CNW BOLTS STONE OR PRECAST V.B.&6"COMPACTED GRAVEL •'- •.• NUT BLOCKING @ COPING ALONG TOP OF •• • 10"DEEP X 20"WIDE REINFORCED KEYED P.C.FOOTINGTYPICAL CORNER TIE- TYPICAL CORNER TIE-DOWN ENDWALL RETAINING WALL(TYP) • (2)45 BARS DOWN PLAN DETAIL SECTION DETAIL `^/, :an, :..'t Ekko,. r �; i .;', ., ::•', `, •;; NTS NTS ¢ O F ¢ �Q GRADE •+lY'+.fk'frf".c..xr..ti3s'vig"'ti s..�;,:b. •:'i': '•;'i i• 1' H a m O F 7 K `r'` •�,.'.. LL —11111=11111— f::.6 I Lmz aWLL Jr C: .1 IIIII.IIIII=I I O< �LL VIRGIN SOIL,4000 PSF BEARING CAPACITY w m z 0 X ~•. �=a �poQZLLo #5BARS @12"OC. _> of O F?w N �b',. ;•. ' OmCN7zao oJ�O J '•.. m o r z y < POROUS GRAVEL ' TYPICAL 10" FOUNDATION DETAIL (a7 BASEMENT HOLD DOWN CONNECTION aWz2= �Q�w�� BACKFILL : .. ... : 1 6 �_��� ' �3� 0Z L-1 NI—Z ado 0 o Z R 0(9 z .�'. •.:.:.. ::. ,'. :':.i::•� 2: z2 �E�r�EwzS .(A'4, ,•!. PROPOSED PER SECTION R311.2.2 RCNY, a— ''' WATERPROOFING ^•"^ >; 't;i; CONCRETE •'•.'•• UNDER STA ACCESSIBLE SHALHAVEACE ir w w� O o i FILTER FABRIC "'=• '�^ `!,::.: BASEMENT FOUNDATION WALL : MEMBRANE PER SPECS F.N z TYPICAL EXTERIOR 14,TYP z'-T MN WALLS,UNDER STAIR SURFACE STUD-TO-RIM JOIST CONNECTION: 1'-1—J�` #5 BARS P. :•..•. . •MSTA15 STRAP TIE(EACH STUD)W1 ONDANY SOFFITS SID PROTECTED :.+.. STUD WALL :.`..".•: DRAINAGE MATAPPLIED ) 1rz"cYPsuMLBOARD.IDe wi 12-10d NAILS OVER WATERPROOFING. PITCH LANDING To CT , •,�.,. ;..�_;.,.,.. DRAIN&CONNECT CONTINUE OVER TOP OF .••. -OR- ';'r �:.. ; TO DRYWELL .., RIM JOIST •MTS16 TWIST STRAP(EACH STUD)W/ j FOOTING(GRAVEL FILL W/ • 14-10d NAILS :.t FILTER FABRIC MAY BE USED ;.- TOP OF LANDING IN PLACE OF MAT) '' '�',• EXPANSION JOINT W/ 4"BELOW F — ::+.,•.' . •�•.•:�.,' BASEMENT SLAB PREMOULDED FILLER . . SLOPE W!MORTAR OR — �'.' r.. ..... ;• AND SEALANT NONBIODEGRADABLE o- — ': dTi ''••'"'' '•"'' /4"-1 1/4"NOSING RIM JOIST-TO-SILL CO'VNECTION: :".' t;;•••. CANT STRIP d —I I — + 3'-" IN M WEEPS @ 24"O.C. •LTP4FRAMING PLATE:@ 16"O.C.W/ :�';:.::;.::•::.:•:;•::::... . .r•: M = _ +;; ::.:�:�::'::,....�.::::•, i 12-8d NAILS — — — ' IIIII=IIIII—IIIII=•�.:..:;.:.• ..:.-.: PROTECT TOP�TILE #5 BARS , .....•.,:• r.:�... SILL-TO-FOUNDATION CONNECTION. .,.I,r^�•.� r�.h;;A�1° ��",>;:,<�A,��;�r•�w€F�, :•,;�'..�:•:•7• . .•., ..;.• W/FILTER FABRIC = — — �:•;,! '; ., _ \ . e • . . _IIIII=1 III=III W � — � ,r'Q.c ,.•••, .... :i..• ;•�. •5/8"DIA.ANCHOR BOLT,NUT&WASHER @ � fi{• '• .' DOUBLE SILL PLATE t 's. 'a.�' + = o �•'• `•'�;,�a1��'s 36"O.C. 7"MINIMUM EMBEDMENT k "•` (III=IIIII=IIIII= •" +, UNDISTURBED SOIL(TYP.) FOUNDATION — A =IIIII=IIIII=1111~ _ IIII —IIIII=IIIII=IIIII B IIIII NOTE:FOR 2-STORY HOUSES W/ROOF IIIII IIIII (III I-II I II=IIIII= STAIR DETAIL - A'-A' TYPICAL STAIR SECTION 11 PITCH GREATER THAN 7/12,ANCHOR NT.s. N.T9. U BOLTS MUST SPACED 23"O.C. r-s"MIN e(TYP( r_o"Tval 4"MIN.DIA.PERFORATED DRAIN PIPE LEADS TO DRYWELL. NOTE:INVERT OF TILE SHOULD NOT BE ABOVE SLAB ELEVATION. MINIMUM HEADROOM PORCHES,BALCONIES OR RAISED EGRESS WALL SECTION TYP. FDN. WATERPROOFING & DRAINAGE STEPPED FOOTING DETAIL THAN 30 INCHES ABOVE MORE THAN 30 INCHES ABOVE THE FLOOR (NTS) 17 WALL-TO-FOUNDATION CONNECTION (A) OR GUARDS NOT LOW SHALL HAVE36 ES (NTS) (NTS) ■ (NTS) �/ OR GRADE BELOW SHALL HAVE IN HEIGHT.OPEN SIDES OF STAIRS STAIRWAYS SHALL NOT BE LESS THAN WITH ATOTAL RISE OF MORE THAN 30 g 36"IN CLEAR WIDTH ATALL POINTS INCHESABOVE THE FLOOR OR p ABOVE THE PERMITTED HANDRAIL GRADE BELOW SHALL HAVE GUARDS 1'-6"LAP TYP. HEIGHTAND BELOW THE REQUIRED NOT LESS THAN 34"IN HEIGHT JACK STUD-TO-HEADER w MEASURED VERTICALLY FROM THE STUD-TO-RIM JOIST CONNECTION: HEADROOM HEIGHT. NOSING OF THE TREADS. TYPICAL EXTERIOR CONNECTION: _ •MSTA15 STRAP TIE(EACH STUD)W! _ STUD WALL •LSTA21 METAL STRAP W/ 12-1Od NAILS ,....;.•.; .. .�.•.;... .-........... g 16-1 Od NAILS ALL REQUIRED HANDRAILS SHALL BE Z OR- (for 111/4"header) :..`:;',.'..•.,:';'..i..•�) '!' OUTSIDE CORNER z TYPE I OR TYPE 2 AS DEFINIED BY RIM JOIST •MTS12 TWIST STRAP(EACH STUD)W/ OR _ ;'.;;•' '''' `' "�'' REINFORCING TO MATCH SECTION R311.5.6.3,OR PROVIDE 14-10d NAILS ;, EQUIVALENT GRASPASILITY m STUD:JACK-TO-KING •LSTA18 W/1410d NAILS(for HORIZONTAL BARS(TYP.) '� PORCH/BALCONY/ STUD: 9 114"header) �'' HANDRAIL HEIGHT,MEASURED ABOVE RAISED FLOOR SURFACE •FACE NAIL 2-16d M STAIR TREAD N 34"AS,SHALL O 21/4" '_ NOT LESS THAN 34"AND NOT MORE COMMON NAILS @ NOTE:FOR SPANS GREATER r-o" TY ' MAx MIN MAX THAN 36" w NOTE: DO NOT INSTALL ONE 12"O.C. THAN 4-0",USE(2)METAL CONTINUOUS STRAP TO CONNECT STRAPS AT EACH END OF : HANDRAILS SHALL NOT PROJECT MORE UPPER AND LOWER STUDS HEADER •"''' THAN 4.5 INCHES ON EITHER SIDE OF O '•';,,� THE STAIRWAY AND THE MINIMUM CLEAR DOUBLE TOP PLATE TYPICAL WIDTH OF THE STAIRWAY AT AND BELOW FOUNDATION WALL THE HANDRAIL HEIGHT,INCLUDING iv STUD-TO-PLATE/ TREADS AND LANDINGS,SHALL NOT BE GRADE/FLOOR BELOW FOUNDATION REBAR PER LESS THAN 31.5 INCHES WHEREA CONNECTION: HANDRAJL IS INSTALLED ON ONE SIDE TYPICAL EXTERIOR FOUNDATION DETAILS �'� AND 27 INCHES WHERE HANDRAILS ARE STUD WALL •HTT22 w/32-16d m PROVIDED ON BOTH SIDES SINKERS INTO STUD,5/8" t.. 1 ANCHOR BOLT STAIR ELEVATION - B'-B' GUARD REQUIREMENTS i •'�•.:� NTS N.T.s. w�•�•+ • , WALL-TO-WALLTYPICAL CODE REQUIREMENTS FOR STAIRWAYS N�TS) Nj TSS. �O CONNECTION 3 HEADER CONNECTION 9 CORNER BAR DETAIL HANDRAILS & GUARDRAILS - R311 - R312 15 NLl NTS TOP PLATES @ EXTERIOR WALL WOOD ROOF RAFTER – RAFTER-TO-STUD CONNECTION (WHERE RAFTERS&STUDS ALIGN): RIDGE •MTS12 TWIST STRAP(EACH RAFTER)W/ 3/4'0 BOLTS(TYP) t 14-10d NAILS(7 EACH @ RAFTER&STUD) SIMPSON CS-20 X 18" -OR- MIN,NAILING PER HIP RAFTER O AREAS WHERE •USP RT10 RAFTER TIE(EACH RAFTER) SCHEDULE .= _ c-• RAFTERS&STUDS DO W/ 6-8d NAILS INTO RAFTER, ROOF RAFTER NOT ALIGN: 6-8d NAILS INTO STUD, NOTE: TOP PLATE SEE PLAN 8-8d NAILS INTO DOUBLE PLATE MINIMUM(10)10d NAILS SECTION B-B FOR SIZE M1 RAFTER-TO-PLATE CONNECTION: (5 INTO EACH RAFTER) O O s I I (4)3/4"0 BOLTS •H10A W/18-10d NAILS 9 EACH RA s ( @ NOTE:SIMPSON H2 NOT ACCEPTABLE BP 10"x 1/8"x 6" &PLATE) SUBSTITUTE 1.1/4"20GA TWIST ST SEE TYPICAL '1 ROOF RAFTERS @EACH SIDE OF HIP ROOF-TO-WALL DETAIL 5/16" PLATE-TO-STUD CONNECTION: PER FLOOR PLAN RAFTER,(10)-10d + 5/16" •H6 W/16-8d NAILS(8 EACH @ PLATE& FASTENERS(5 INTO J {, STUD) RAFTER,5 INTO WALL SIMPSON TIE#HCP4 HIP NOTES: STUD BELOW CORNER PLATE CONNECTOR 1.DETAIL SIMILAR FOR INTERMEDIATE COLUMN ' DOUBLE TOP PLATE — HIP RAFTER @ ALL HIP/CORNER POST CONDITION AND FOR COLUMN BEARING ON BEAM NI I CONDITIONS CONDITION. CORNER POST WOOD STUD B B k '' CORNER HOLD DOWN AS L J INDICATED ON SHEAR r ".,' WALLDIAGRAMS ,. P.C.SLAB I I 5/16" O 114"0 ANCHOR BOLT TO BE m ), ROOF-TO-WALL CONNECTION 4 RIDGE/RAFTER CONNECTION 11 STRAPPING DETAIL A HIP ROOFS 1.Z o = PLACED PRIOR INTSI (NTS( (NTS) TO POUR(TYP) 1 O O NON-SHRINK GROUT w Z STU1/2 BEARING PLATE 5116" n314"0 ANCHOR o z 14 o STRUCTURAL BEAM WOOD BEAM 4"DIAMETER BOLTS. 2.1 o 2-AC4(FOR 4X4 POST)W/12-16d NAILS INT c STD.STEEL W–J • • �'I i ` BEAM,8-16d NAILS INTO POST FLUSH CONNECTION 2X FLOOR JOIST COLUMN d 2-AC4 FOR 6X6 POST W/12-16d NAILS INTO �o P.C. 4„ _ " ( ) s � o PER FLOOR PLAN M IN.DOUBLE 2X HEADER BEAM,8-16d NAILS INTO POST o o FOOTING BASE B.P.12'X 12" •.. �,1,�1��� V•a,."•`�F.•'(s+m til, X 3/4,. "•1.1 SIMPSON LUS PLATE NOTE: ELEVATION HANGER OR EQUAL EXPANSION ANCHORS MAY BE USED IN LIEU OF CAST IN PLACE ANCHORS. USE 3/4"HILTI ANCHORS(MIN.6" NEW CONSTRUCTION: 12"THREADED ROD REQUIRED FOR STU1/2 •• EMBEDMENT). CONCRETE TO BE CURED PRIOR TO INSTALLING EXPANSION ANCHORS. TROPE/fjNO RESIDENCE ABU44(FOR 4X4 POST)W15/8"EMBEDDED SIMPSON HU3511 OR TYPICAL STEEL COLUMN DETAILS 16 r 4../""n . L..1 V G CNW COUPLER NUT — ANCHOR,12-16d NAILS INTO POST '® CONNECTOR E-MOUNT SCALE:NTS 1740 INLET POND RD. ABU44(FOR 6X6 POST)W/5/8"EMBEDDED GREENPORT, NY 11944 12"ANCHOR BOLT W/MIN.6" ANCHOR,12-16d NAILS INTO POST •16-16d Nails into Face EMBEDMENT,6 3/8"CLEARANCE TO •�• •®• •Y WOOD-I JOIST o •6-10dx 1-12"Nails into SCTM#1000-33-03-19.7 EDGE OF CONCRETE Joist Provides 850 Lbs uplift resistance 2X8 JOISTS: LUS26 18 GA 4-10d @ HEADER 410d @ JOIST 2X6 WOOD STUD P.C.PIER,FOUNDATION OR SLAB ,;; 2X10 JOISTS: LUS26 18GA 6-10d @ HEADER 4-10d @JOIST EXTERIOR WALL(TYP.) it PROPOSED ,. ':• 1 •' 2X12 JOISTS: LUS21018GA 8-10d @ HEADER 4-10d @ JOIST (TYP.) LATERAL STABILITY(2.3.1.4): WHERE THE NOM INAL r •`..•= •• •• ..••y "i EXTERIOR WALL SHEATHING BOTTOM PLATE(TYP.) HOLLOW COLUMN ':• SOLID POST 4' «' DEPTH-TO-THICKNESS RATIO OF JOISTS EXCEEDS 6,THE CONSTRUCTION DETAILS a • NOTE:USE APPLICABLE HANGERS @DOUBLE,TRIPLE PLYWD.SUBFLR.(TYP.) JOISTS SHALL BE BRACED FOR LATERAL STABILITY. r, .�•, c &QUADRUPLE JOISTS AS REQUIRED(XXX-2,XXX-3,ETC) UPLIFT PROVIDED=1,295 LBS: SIMPSON GALVANIZED LSTA24 STRAP AT EACH FLOOR JOISTS AS PEREND RESTRAINT(WFCM 2.3.1.3): PROVIDE RESTRAINT STUD FOR CONNECTION BETWEEN FIRST DWGS.(TYR) AGAINST TWISTING AT END OF EACH FLOOR JOIST BY COLUMN UPLIFT CONNECTIONS 5 WOOD-1 ROOF JOIST-TO-HDR-CON. 13 JOIST-TO-BEAM FLUSH CONNECTION 14 FLOOR AND SECOND FLOOR,INSTALL WITH(18) FASTENING TO A FULL HEIGHT RIM BOARD,BAND JOIST, (NTS) N( TS) (NTS) 10d FASTENERS,HALF AT EACH END OF STRAP HEADER,OR OTHER MEMBER,OR BY USING BLOCKING BETWEEN FLOOR JOIST ENDS.FASTENERS FOR END 1 10/13/2020 ISSUED FOR PERMIT (TYP.) RESTRAINT SHALL BE CAPABLE OF RESISTING A 300 INCH-LB TWISTING MOMENT. 2 07/16/2021 REV FOR DESIGN CRITERIA UPLIFT PROVIDED=1,000 LBS.: PER BD SIMPSON GALVANIZED MTS20 TWIST STRAP AT EACH • 3 12/30/2021 REV PER FIELD CHANGES FLOOR JOIST FOR CONNECTION BETWEEN FLOOR AND WALL STUD,WRAP OVER TOP OF FLOOR JOIST,INSTALL WITH(14)10d FASTENERS,HALF ON EACH END OF THE STRAP(TYP.) DOUBLE TOP 2X6 WD.STUD PLATE(TYP.) EXTERIOR WALL(TYR) � TYPICAL FLOOR TO FLOOR CONNECTION W/CANTILEVER (ED SECOND FLOOR 17 N( TS) 1�RED ARc Drawn by MSV/EAM ���✓ P�R HOPP, y/�� Project No. 201862 Scale: AS NOTED ' Date: 07/28/2020 e� A-. . 013763 yOQ- NE`N • �oB_�aca � a �rsic% Thomas D. Reilly, P.E. x S SHEET NO. OF Consulting Engineer 4 Bezel LaneCALCULATED BY / �� DATE Smithtown, NY 11787 (631) 724-5740 CHECKED BY DATE /?c4',b�-S/� d F R� O d���' /C SCALE %R14 UST' D WAFTER dE-S/G Al GAF. S rPi c T /Z/ 06--.i Al Iii" 4scio � 2•r/Q �: �.S C' �/J � � x �� M�.. � '+�y •�-,��'� rl.��•\ _+ -_ ,:2��\`\ ---1 w o F 7-2u.5%vt-U 1zA r'Tt R RA 1— f �n `� r /mac' / 5' _. .. n�� LIir CG'U r. �n F^Sci..i Y� 'l f,ref - ' � i N tL� ('Z) (13,�c,75> Ftc�/- ; C'vijy, e�t.��t l/.s'/n �' 3 !� Si fir..•�-�.�,���r/% j�[t /`l C �S e 7`�` �r a i 1,t " /.9,po F'�b ,/2 IS- � i 1" 7. d r� i,7 7777 77 doB Tro ,r� c' �� n o /c �.S/!!! ( .1, r i :i may _ 1 � � � • r - Thomas D. Reilly, P.E. ---� s - Consulting Engineer sHEETNo. of " 4 Bezel Lane )%D, /r'�� //c� DATE le—A3l2/ Smithtown, NY 11787 CALCULATED BY ` (631) 724 5740 CHECKED BY DATE "' Table 12F BOLTS:(deference Lateral Design Values,Z,for Double Shear " SCALE (Cont.) (three member)Connections'A a for sawn lumber or SCL with all members of identical specific gravity . 4 r Thickness I (2(d ,;. Easte n Softwoods y Spruce-Pine-Fir(S) .4; C mo E _ E G=0.43 G=0.42 G=0.37 Westen Cedars G=0.35 in M i5 Hem-Fir Spruce-Pine-Fir Redwood o en rain) Westen Woods Northern Species tm t. D Za Z.1 Zu Z.,. Z,,,1 Zu Z.i Z„u Zu Z.i Z„l Zn Z.i Z r' s .' In. In. In. tbs. lbs. lbs. tbs. tbs. lbs. lbs. lbs. tbs. lbs. lbs. lbs. lbs. lbs. lbs. 112 900 650 380 880 640 370 780 SRO 310 760 660 290 730 550 290 518 1130 840 420 1100 630 410 970 690 350 950 660 330 910 640 320 ' & 1-1/2 1-1/2 314 1350 920 460 1320 900 450 1170 740 370 1140 720 360 1100 700 350 T,8 1580 1000 500 ,540 970 490 1360 810 410 1330 790 390 '1280 740 370 �r 1 1800 '1080 540 1760 1050 530 1560 870 440 1520 840 420 1460 810 410 ' J a' <,. 112 1050 670 450 1030 660 430 910 590 360 890 680 340 850 570 330 { f 518 1310 950 490 1290 940 480 1130 810 400 1110 770 380 1070 740 370 rr (�J 2 /Q °a � t1 tj �Ci L- �'S 1-314 1-314 3J4 1580 1080 540 1540 1050 530 1360 870 430 1330 840 420 1280 810 410 TJ8 1840 1160 580 1800 1130 570 ,590 950 470 1550 920 460 1490 ,860 430 m 1 2100 1260 630 2060 1230 610 1820" 1020 510 1770 980 490 ,710 950 ' '470 ' 6101 1I2 1100 650 fi40 1080 640 990 580 510 980 560 490 850 550 480 5/8 1590 �0„•„? 700 1570 830 690 1450 690 580 1430 660 550 1390 640 530 � 2-1/2 1-1/2 3/4 2190 920 770 2160 900 750 1950 740 620 1900 720 600 1830 700 580 ` k. 718 2630 1000 830 2570 970 810 2270 810 680 2210 790 660 2130 740 610 _ r' 1 '3000 1080 900 2940 1050 880 2580 870 730 2530 840 700 2440 8'10 '680 n x 112 1100 650 760 1080 640 740' 990 580 670 980 560 660 950 550 640 a 8 6 • k 516 5900 �40,� 980 1570 830 960 1450 690 810 1430 660 770 1390 640 740 e 1 �._ ," »,•51.1' . �S 1-1/2 3/4 2190 920 1080 2160 900 1050 2010 740 870 1990 720 840 1940 700 810 7/8 2920 1000 1160 2880 970 1130 .2690 810 950 2660 790 920 2560 ..740 $60 F: 1 3600 1080 1260 3530 1050 1230 3110 870 1020 3040 840 980 2930 810 950 112 1180 670 820 1160 660 800 1060 590 720 1040 580 680 1010 570 670 NEW CONSTRUCTION: §,AK' 5/B 1670 950 980 1650 940 960 1510 810 810 1490 770 770 1450 740 740 10, 3-1/ -3/ 70 1080 1080 2240 1050 1050 2070 870 870 2040 840 840 1990 810 810 _ 2 , 43,4 22 rl TROPEANO RESIDENCE 718 2980 1160 1160 2950 1130 1130 2740 950 950 2700 920 820 2640 860 860 r 1 3820 1260 1260 3770 1230 1230 3520 1020 1020 3480 980 980 3410 -950 "950 t 1740 INLET POND RD. s" 112 1330 880 880 1310 870 860 1230 800 720 ,220 780 680 1200 760 670 GREENPORT, NY 11944 5/8 2070 1190 980 2050 1170 960 1930 1030 810 1900 1000 770 1870 970 740 3-1/2 314 2980 1490 1080 2950 1460 1050 2720 1290 670 2660 1270 840 2560 1240 810 n SCTM#1000-33-0319.7 718 3660 1840 1160 3600 1810 1130 3180 1640 950 3100 1610 920 2990 1550 860 7 ;. 1 4200 2280 1260 4110 2240 1230 3630 2030 1020 3540 1960 980 3410 1890 950 5/8 1590 840 1050 1570 830 1040 1450 690 940 1430 660 920 1390 640 900 STRUCTURAL REDESIGN 1-1/2 3/4 2190 920 1400 2160 900 1380 2010 740 1250 1990 720 1230 1940 700 1210 R 7/8 2920 1000 ' 1750 2880 970 1700 2690 810 1420 2660 790 1380 2560 740 1290 2 O F CATHEDRAL CEILINGS I N 1 3600 1080 1890 3530 1050 1840 3110 870 1520 3040 840 1470 2930 810 1420 11 BEDROOMS BY 5/8 1670 950 1110 1650 940 1100 1510 810 990 1490 770 970 1450 740 94C V 5-1/4 1-3/4 314 2270 1080 1460 2240 1050 1440 2070 670 1300 2040 840 1260 1990 810 122: 718 2960 1180 ,750 2950 ,130 ,700 2740 950 ,420 2700 920 1380 2640 860 1290 THOMAS D REILLY, P.E. 1 3820 1260 1890 3770 1230 1840 3520 1020 1520 3480 980 1470 3410 950 1420 sra 2070 1190 13zo 2050 1170 1310 1930 1030 1210 lsoo 1000 ,150 1a7o s7o ••2. �•' 1 10/13/2020 ISSUED FOR PERMIT 3-1/2 3/4 2980 1490 1610 2950 1460 1580 2770 1290 1300 2740 1270 1260 2660 124' '22: " 7/8 3900 1840 1750 3840 1810 1700 3480 ,640 1420 3410 1610 ,380 3320 1550 1200 2 07/16/2021 REV FOR DESIGN CRITERIA 1 4730 2280 1890 4660 2240 1840 4240 2030 1520 4170 1960 147C 4050 1890 ta2n PER BD t 5/8 1590 840 1050 1570 830 1040 1450 690 940 1430 660 920, !3S ' 0 580 74r 13-x^ ! 7/8 2920 1000 1800 2880 870 1780 2690 810 1490 2660 790 14401 2 4 � 3 12/30/2021 REV PER FIELD CHANGES 5-1/2 , 3600 1080 1980 3530 1050 1930 3110 870 1600 3040 840 1540! 253^ e10 140,0 5/8 2070 1190 1320 2050 1170 1310 1930 1030 1210 1900 1000 1'S] E'_, 6'. "=_ 3/4 2980 1490 1690 2950 1460 1650 2770 1290 1360 2740 1270 ?32: = �f 3-112 718 3900 1840 1830 3840 1810 1780 3480 1640 1490 3410 1610 14401 3••'120 1.-+50 1350 1 4730 2280 1980 4660 2240 1930 4240 2030 1600 4170 1950 1501 4050 189'8 1480 5/8 1590 840 1050 1570 830 1040 1450 690 940 143C e5- 92: r ` 314 2190 920 1400 2160 900 1360 2010 740 12501 139 'L_ La_ "__ Z': 1-1/2 718 2920 1000 1800 2880 970 1780 2690 810 16301 2580 79Lj 16-' 2;F0 740 15.r+0 7-1/2 1 3$00 1080 2270 3530 1050 2240 3110 870 20401 3040 SAC 2'010' 2'93-1 810 1970 518 2070 1190 1320 2050 1170 1310 1930 1030 12'G Ic_ c' 970 1160 r { M^_ 314 2980 1490 1850 2950 1460 1820 2770 124 E; - 2'»: L-_ r._- lac- 1eG0 1620 3 'J2 7/8 3900 1840 2450 3840 1810 2420 3480 1640 2?3C1 3417 1610 190` 3320 155fl 1840 Drawn by MSV/EAM 1 4730 2280 2700 4660 2240 2630 4240 2030 2180; 4170 1990 21001, 4050 1890 2030 Project No. 201862 I f 1.Tabulated lateral design values,Z,for bolted connections shall be multipiied b.'a:.arp:icabie ami s:mer.:factors(see Table 11.3.1). f 2.Tabulated lateral design values.Z,arc for"full-bod; diameter-bots dsec A=pendia Ta:::L:r ni:h bolt bending yield strength,F,,,of Scale: AS NOTED U u. 45,000 psi. Date: 07/28/2020 t AMERICAN WOOD COUNCIL r. OCCUPANCY OR APPROVED AS NOTED USE IS UNLAWFUL DATE: �� B.P. � VJ", 16-IOUT CERTIFICATE . OF OCCUPANCY FEE: 0 DD BY. NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: C(_)NNIPLY WITH ALL CODES OF 1. FOUNDATION - TWO REQUIRED IJr=W YORK STATE & TOWN CODES FOR POURED CONCRETE AS REQUIRED AND CONDITIONS OF 2. ROUGH - FRAMING & PLUMBING 3. INSULATION SOUTHO'L'',TOWN ZBA 4. FINAL - CONSTRUCTION MUST SOUTHOLD TOWN PLANNING BOARD BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE SOUTHOLD TOWN TRUSTEES REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR v.`�'S.DEC DESIGN OR CONSTRUCTION ERRORS. RETAIN STORM WATER RUNOFF DO NOT PROCEED WITH PURSUANT TO CHAPTER 236 FRAMING UNTIL SURVEY OF THE TOWN CODE. OF FOUNDATION LOCATION HAS BEEN APPROVED. Fire separation required as per TF.'JSS PLACARJING REQUIRED NyS Code UECMMMSRWnON REQUIRED PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE All exterior lighting CERTIFICATE OF OCCUPANCY Installed, replaced or SOLDER USED IN WATER repaired shall conform SUPPLY SYSTEM CANNOT to Chapter 172 EXCEED 2/10 OF 1% LEAD. of the Town Code PLUMBING Blower door ALL PLUMBING N1.1'STE and ductwork &WATER LINE^ testing required. ?' _=D TESTING BEFORE CO' VERING Must provide Manuals D, J and S as per NYS Energy Code Generated by REScheck-Web Software Compliance Certificate Project Tropeano Residence Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 3,739 ft2 Glazing Area 20% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Compliance: 10.3%Better Than Code Y y... _ W -�- - _ Maximum UA: 691 Your UA: 620 Maximum SHGC: 0.40 Your SHGC: 0.29 �� 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. Enveloae As em lies Ceiling: Flat Ceiling or Scissor Truss 2,516 38.0 0.0 0.030 75 Wall:Wood Frame, 16"o.c. Door: Glass Door(over 50%glazing) 1,936 21.0 0.0 0.057 90 SHGC: 0.24 18 0.320 6 Window: Wood Frame SHGC: 0.31 343 0.270 93 Wall 1:Wood Frame, 16"o.c. Door: Glass Door(over 50%glazing) 2,556 21.0 0.0 0.057 114 SHGC: 0.24 180 0.320 58 Window 1:Wood Frame SHGC:0.31 373 0.270 101 Floor:All-Wood Joist/Truss 2,516 30.0 0.0 0.033 83 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatcry requirements listed in the REScheck Inspection Checklist. Neal Hoffman-Architect Name-Title RED AR _ 10/09/2020 Signature \5(� R Hopp, op ey�� Date C� P� p NjA :K 9 Q� Project Title:Tropeano Residence 013763y Data filename: NES Report date: 10/02/20 Page 1 of 1 CODE COMPLIANCE AND CONSTRUCTION NOTES: 1. WINDOWS AND DOORS PROVIDE EGRESS FROM ALL LIVING SPACES AS REQUIRED BY CODE.ALL SLEEPING ROOMS TO HAVE AT LEAST ONE OPENABLE 47. PLUMBING: ALL WORK SHALL MEET OR EXCEED THE LATEST REQUIREMENTS OF ALL NATIONAL, MUNICIPAL, LOCAL,AND OTHER AUTHORITIES HAVING I I EMERGENCY ESCAPE AND RESCUE OPENING PER SECTION R210. GRADE FLOOR BEDROOMS TO HAVE MINIMUM 5.0 S.F. NET CLEAR OPENING. BEDROOMS ON ALL JURISDICTION, INCLUDING THE PLUMBING CODE OF NEW YORK STATE(NYSPC)AND COUNTY HEALTH DEPARTMENT REGULATIONS.ANY WORK NOT SUBJECT TO THE I 1 OTHER FLOORS TO HAVE MINIMUM 5.7 S.F. NET CLEAR OPENING,ALL EGRESS WINDOWS TO HAVE MINIMUM OPERABLE HEIGHT OF 24"AND OPERABLE WIDTH OF 20". APPROVAL OF THE AUTHORITIES HAVING JURISDICTION SHALL BE GOVERNED BY THE IPC,THE COUNTY HEALTH DEPARTMENT,AND MANUFACTURER'S LOT 9 SILL HEIGHT NOT TO EXCEED 44"ABOVE FINISHED FLOOR. SPECIFICATIONS AND RECOMMENDATIONS. PLUMBING CONTRACTOR TO SECURE ALL PLUMBING PERMITS AND APPROVALS.ALL DRAINAGE PIPING SHALL BE RUN IN I O PVC PIPE, SIZED AS SHOWN ON DRAWINGS OR AS REQUIRED BY CODE. PROTECTALL PLUMBING MATERIALS FROM FREEZING. PITCH ALL DRAINS AND BRANCH I Al _ 1 160.00' LOT 8 1 2. SMOKE ALARMS SHALL BE PROVIDED IN EACH SLEEPING ROOM,OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS, VENTS MIN. 1/4"PER FOOT. NO PIPES, EITHER WASTE, SUPPLY OR VENT SHALL BE EXPOSED EXCEPTAS REQUIRED AT FIXTURE. PROVIDE AND INSTALL PIPING Z�J• �`V`' _ I AND ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS AND HABITABLE ATTICS BUT NOT INCLUDING CRAWL SPACES AND UNINHABITABLE REQUIRED FOR HVAC SYSTEM.ALL FIXTURES HAVE 1/2"SUPPLY UNLESS OTHERWISE REQUIRED BY PLUMBING FIXTURE MANUFACTURER. PLUMBER TO VERIFY ALL `�� _ S79°rjQ'43" EL 36.6 ATTICS(R314.3), LOCATED AT OR NEAR THE CEILING. CARBON MONOXIDE ALARMS SHALL BE PROVIDED OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE PLUMBING REQUIREMENTS. PIPING MATERIALS SHALL CONFORM WITH THE IPC.ALL PIPING TO BE LOCATED SO AS TO MINIMIZE NOISE. PROVIDE AND INSTALL LEAD °36 EL 36.1 - W IMMEDIATE VICINITY OF THE BEDROOMS(R315.3).COMBINATION SMOKE&CARBON MONOXIDE DETECTORS SHALL BE PERMITTED(R315.4).ALL SMOKE ALARMS OR LEAD COATED COPPER PAN, COVERING SIDES AND BOTTOM OF SHOWER ENCLOSURE WITH ALL SEAMS CONTINUOUSLY SOLDERED. PROVIDE FOR WATERPROOF 15�� 1 SHALL BE LISTED AND INSTALLED IN ACCORDANCE WITH THE CODE AND APPLICABLE PROVISIONS OF NFPA 72. DRAIN CONNECTION. LOT 7 3. FOR NEW CONSTRUCTION, SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE HARDWIRED WITH BATTERY BACK-UP(R314.6&R315.5). SMOKE ALARMS SHALL 48. FOUNDATION:ALL FOOTINGS TO BEAR ON VIRGIN SOIL 4,000 PSF.ALL CONCRETE FOOTINGS SHALL HAVE A MIN. COMPRESSIVE STRENGTH OF 3,000 PSI AFTER 28 EL 36.9 NEW 4'HIGH ESTATE ! BE INTERCONNECTED IN SUCH MANNER THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS(R314.4). DAYS,ALL CONCRETE WALLS TO HAVE MIN. COMPRESSIVE STRENGTH OF 3000 PSI AFTER 28 DAYS.ALL OPENINGS IN FDN WALL FOR PIPING SHALL BE FILLED SOLID I I-' \ PROPOSED FENCE TO CONFORM I WITH CONCRETE. � io FULLY WITH RCNYS 4. FOR NEW CONSTRUCTION UNDER 3 STORIES,AN AUTOMATIC FIRE SPRINKLER SYSTEM IS NOT REQUIRED(R313.2). NEW 4'HIGH ESTATE / M SEC.R326.4.2 I EL 33.8 49. 'LVL'REFERS TO LAMINATED VENEER LUMBER AS MANUFACTURED BY GEORGIA PACIFIC, BOISE OR TRUS JOIST CORP.,AND SHALL POSSESS THE FOLLOWING FENCE TO CONFORM K 1 / POOL DRYWELL ) 5. FOR PROTECTION AGAINST DECAY PROVIDE PRESSURE PRESERVATIVELY TREATED WOOD AT THE FOLLOWING LOCATIONS:WOOD JOISTS WITHIN 18"AND WOOD MINIMUM PROPERTIES: Fb(SINGLE)=2,800 PSI, E=2,000,000, Fv=285 PSI, Fc(PERPENDICULAR)=750 PSI, Fc(PARALLEL)=2,700 PSI. FULLY WITH RCNYS �Ff ' GIRDERS WITHIN 12"OF EXPOSED GROUND IN CRAWL SPACES;ALL BLOCKING,SILLS,AND PLATES ON CONTACT WITH MASONRY OR CONCRETE; POSTS, POLES AND SEC.R326.4 2 COLUMNS EMBEDDED IN CONCRETE IN DIRECT CONTACT WITH THE GROUND OR EXPOSED TO THE WEATHER;AND AS REQ'D BY CODE SECTION R317.ANY LUMBER 50. WOOD I-JOISTS TO BE AS MANUFACTURED BY GEORGIA PACIFIC, BOISE OR TRUS JOIST CORP. MODEL NUMBERS AS SHOWN ON DRAWINGS. INSTALL IN I C OR WOOD REQUIRED TO BE PRESSURE PRESERVATIVELY TREATED SHALL BEAR THE QUALITY MARK OF AN APPROVED INSPECTION AGENCY COMPLYING WITH THE ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND INSTRUCTIONS. X7 REQUIREMENTS OF THE AMERICAN LUMBER STANDARDS COMMITTEE TREATED WOOD PROGRAM. I 51. FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH THE"AISC SPECIFICATIONS FOR THE DESIGN,FABRICATION,AND 40' D IT 6. PROVIDE TERMITE SHIELDS FOR PROTECTION AGAINST TERMITES(R318.1). ERECTION OF STRUCTURAL STEEL FOR BUILDINGS,"LATEST EDITION. THE STRUCTURAL STEEL SHALL BE ERECTED TO THE TOLERANCES CALLED FOR IN THE AISC 10 INGROUNOD POOL I " CODES FOR STANDARD PRACTICE UNLESS MORE STRINGENT REQUIREMENTS ARE REQUIRED BY OTHER TRADES. THE GENERAL CONTRACTOR SHALL COORDINATE O, ' . 11 7. APPROVED NUMBERS OF ADDRESS SHALL BE.PROVIDED FOR ALL NEW BUILDINGS IN SUCH A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET SUCH TOLERANCES. C.. ;' I J OR ROAD FRONTING THE PROPERTY(R319.1). -e • LINE OF 0-RR YAR��TBACK 52. ROLLED STRUCTURAL STEEL SHALL BE FORMED FROM STEEL CONFORMING TO ASTM 36,GALVANIZED WHERE USED AS LINTELS OR EXPOSED TO THE WEATHER. 8. CONCRETE AND MASONRY FOUNDATION WALLS SHALL EXTEND ABDVE THE FINISHED GRADE ADJACENT TO THE FOUNDATION AT.ALL POINTS A MINIMUM OF 4" \ ` PROPOSED MASONRY l .Y, 5' WHERE MASONRY VENEER IS USED AND A MINIMUM OF 6"ELSEWHERE(R404.1.6). 53. ALL STRUCTURAL STEEL SHOP CONNECTIONS SHALL BE HIGH-STRENGTH BOLTED USING ASTM A-325F AND A-490F,OR WELDED USING AWS E70 SERIES ,.-,,. POOL PATIONOTE: m ELECTRODES. ` 42"WIDE GATE TO BE FLUSH W/GRADE ALL DOORS&WINDO S 10 f' ' 9. EXTERIOR FOUNDATION WALL SHALL BE WATERPROOFED WITH A MEMBRANE EXTENDING FROM THE TOP OF THE FOOTING TO THE FINISHED GRADE(R406.2). SELF-CLOSING AND SELF- THAT SERVE AS PAR OF 1.00u-a.w 54. ALL BOLTS AT STRUCTURAL STEEL SHALL BE A325F, DIAMETER OF HOLES SHALL NOT BE GREATER THAN THE BOLT DIAMETER PLUS 1/16".ALL BOLTS SHALL BE ` LATCHING AND CONFORM BARRIER TO POOL TO 10. ALL SURFACES OF STEEL COLUMNS SHALL E3E GIVEN A SHOP-COAT OF RUST-INHIBITIVE PAINT, EXCEPT FOR CORROSION-RESISTANT STEEL AND STEEL TREATED TIGHTENED WITH A TORQUE WRENCH OR WITH IMPACT WRENCH PRESET FOR THE PRESCRIBED TORQUE. FULLY WITH RCNYS CONFORM FULLY WITH Z} WITH COATINGS TO PROVIDE CORROSION RESISTANCE(R407.2). SEC.8326.4.2.7 RCNYS SEC.8326.4.2.8 Vo Z 55. MINIMUM WELDS AT STRUCTURAL STEEL SHALL BE 1/4"FILLET ALL AROUND. j15.5' 11. ALL CRAWL SPACES SHALL BE PROVIDED W TH VENTILATION OPENINGS THROUGH FOUNDATION WALLS, MIN. 1 S.F. FOR EACH 150 S.F. OF UNDER-FLOOR AREA, PROPOSED �' 15 5/ E` WITH ONE OPENING WITHIN 3-FEET OF EACH CORNER OF THE SPACE(R408.1). AS AN EXCEPTION,VENTILATION OPENINGS WITH MIN. 1 S.F. FOR EACH 1,500 S.F.OF 56. PROVIDE THERMAL INSULATION AT ALL PORTIONS OF THE BUILDING THAT ENCLOSE CONDITIONED SPACE IN CONFORMANCE WITH THE INTERNATIONAL ENERGY / \ . PATIO PROP ED i1� `� ly-v,047 Y0671 Of 4 UNDER-FLOOR AREA MAY BE USED IF THE GROUND SURFACE IS COVERED BY A CLASS 1 VAPOR RETARDER MATERIAL. PROVIDE ACCESS OPENING MIN. 18"WIDE X CONSERVATION CODE-RESIDENTIAL PROVISIONS NYSECCC-R . INSULATION ATALL EXTERIOR WALLS CEILINGS FLOORS AND ROOFS TO BE FIBERGLASS BATT I 15.75' OS N ✓ 42"WIDE GATE TO BE I ( ) ` PERGOLA SELF-CLOSING AND SELF- a 24"HIGH TO UNDER-FLOOR CRAWL SPACE AREA(R408.4). PROVIDE ACCESS PANELS FROM FINISHED SPACE,WEATHER-STRIPPED AND INSULATED PER THE IECC. INSULATION(UNLESS OTHERWISE NOTED), R-VALUE AS SHOWN ON DRAWINGS. PROVIDE INSULATION ATALL FLOORS OVER UNHEATED BASEMENT OR CRAWL .\o EGRESS LATCHING AND CONFORM SPACES. \��I AREAWAY FULLY WITH RCNYS O 12. PROVIDE FIRESTOPPING(FIREBLOCKING)AS REQ'D BY R302.11 AT ALL CONCEALED SPACES WITHIN WALLS AND PARTITIONS AT THE CEILING AND FLOOR LEVELS, 2� 42.5' 2 I SEC.R326 4.2.7 I ^/ W AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES, CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND 57. PROVIDE CONTINUOUS RIGID INSULATION PERIMETER INSULATION, MIN. R=10, EXTENDING MIN.24"VERTICAL BELOW GRADE AT FOUNDATION WALLS WHERE � o �� �i• BOTTOM OF THE STAIR,AND AT OPENINGS AROUND VENTS, PIPES,AND DUCTS AT CEILING AND FLOOR LEVEL,TO RESIST THE FREE PASSAGE OF FLAME AND SLAB-ON-GRADE FLOOR IS LESS THAN 12"BELOW GRADE(R402.2.10). \zt PROPOSED � .M - I � PRODUCTS OF COMBUSTION. \ N 2-STORY M 1�4 / \ z 58. EXCAVATION: REMOVE ALL VEGETATION, PEAT,ORGANIC TOPSOILS, LOAMY SUBSOILS,TRASH, ROOTS, STUMPS,AND EXISTING FILL FROM THE AREA TO BE v-, a 13. PROVIDE MIN. 1/2"GYPSUM BOARD TO UNDERSIDE OF FLOOR ASSEMBLIES USING DIMENSIONAL LUMBER OR STRUCTURAL COMPOSITE LUMBER LESS THAN 2"X OCCUPIED BY NEW CONSTRUCTION BEFORE ANY OTHER BUILDING OPERATIONS ARE STARTED. \ RESIDENCE 1DW / 23s � � w10"NOMINAL DIMENSION,OVER MIN.80 S.F. UNFINISHED STORAGE SPACES(R302.13), INCLUDING UNFINISHED BASEMENTS. FIRE PROTECTED FLOOR JOISTS MAY BE �0 ���/� - \ I Q SUBSTITUTED IN LIEU OF ATTACHING PROTECTIVE GYPSUM BOARD. 59. NO BACKFILL SHALL BE PLACED BEHIND FOUNDATION WALLS UNTIL GROUND FLOOR SLAB IS IN PLACE AND CONCRETE HAS ATTAINED ITS PROPER STRENGTH \ vo-'05 PROPOSED 31.4' 2 \_ CANTI EVERAT OR FOUNDATION WALL IS PROPERLY BRACED. 1 CAR GARAGE CO 2ND FLOOR I 14. ALL GLAZING IN HAZARDOUS LOCATIONS AS DEFINED IN CODE SECTION 8308.4 SHALL HAVE TEMPERED SAFETY GLASS, INCLUDING GLAZING IN DOORS, \ I;- ry N - m SIDELITES, SHOWER STALLS AND DOORS, BATHTUB ENCLOSURES,AND WHERE GLAZING EXTENDS TO WITHIN 18"OF FINISHED FLOOR OR 36"OF STAIRS/RAMP AND A 60. ALL BACKFILL NEEDED TO ESTABLISH FINAL GRADES SHALL CONSIST OF CONTROLLED FILL INSIDE OF BUILDING AREAS AND SELECT FILL OUTSIDE OF BUILDING ` r 11 /N f � , z W WALK-THRU HAZARD EXISTS. AREAS.ALL BACKFILL SHALL BE COMPACTED TO 98%OF MAXIMUM DRY DENSITY AS PER C26-1103.5. BACKFILL SHALL BE PLACED AND COMPACTED IN MAXIMUM SIX- ` e 26.6 15.5' ! V a INCH LIFTS TO ACHIEVE 98%STANDARD PROCTOR DENSITY COMPACTION. ` PROPOSED 1 41' m 'J 15. FIREPLACE SHALL HAVE GLASS DOORS AS REQUIRED BY ENERGY CODE. PROVIDE SCREENED COMBUSTION AIR OPENING FROM OUTSIDE-INTAKE FROM N 2� v STEPS 1 \ y M GARAGE OR BASEMENT NOT PERMITTED(R1006.2). FACTORY BUILT FIREPLACES SHALL BE LISTED AND LABELED AND INSTALLED IN ACCORDANCE WITH THE 61. ALL FOOTINGS SHALL BE PLACED ON UNDISTURBED SOIL. PROTECT FOOTING SUBGRADES FROM DISTURBANCE DUE TO CONSTRUCTION ACTIVITIES AND \ ❑❑ ��-\ "\, Z CONDITIONS OF THE LISTING. FACTORY-BUILT FIREPLACES SHALL HAVE HEARTH EXTENSION DISTINGUISHABLE FROM SURROUNDING FLOOR AREA(81004.2). GROUND OR SURFACE WATER. PRECAUTIONS TO INCLUDE BUT NOT BE LIMITED TO PERFORMING FINAL EXCAVATION WITH SMOOTH EDGE BUCKETS OR BY HAND, HEARTH AT MASONRY FIREPLACES SHALL BE MIN.4"THICK,AND HEARTH EXTENSION MIN. 2"THICK(R1001.9). ALL HEARTHS SHALL EXTEND MINIMUM 16"IN FRONT ` \ 1:1 El k\ / i-N \,,, I x AND 8"BEYOND EACH SIDE OF THE FIREPLACE OPENING FOR ALL FIREPLACE OPENINGS LESS THAN 6 S.F.,AND 20"IN FRONT AND 12"BEYOND EACH SIDE OF THE 62. ALL REINFORCING STEEL SHALL BE HIGH STRENGTH NEW BILLET STEEL CONFORMING TO ASTM A615 GRADE 60, ALL BAR DETAILING AND ACCESSORIES TO BE � ( EX I 1`� FIREPLACE OPENING FOR ANY FIREPLACE OPENINGS 6 S.F.OR GREATER. (R1001.10)MAINTAIN MINIMUM 6"CLEARANCE FROM FIREPLACE OPENING TO ANY FURNISHED SHALL CONFORM TO TYPICAL DETAILS IN THE LATESTACI STANDARD 315 DETAILING MANUAL, EXCEPTAS OTHERWISE SHOWN OR NOTED. SITE INFO \_ PROPOSED �I.., \ / -",,,. STONE PATHWAY . \ J COMBUSTIBLE MATERIALS INCLUDING MANTLE AND TRIM.COMBUSTIBLE MATERIALS WITHIN 12"OF FIREPLACE OPENING SHALL NOT PROJECT MORE THAN 1/8"FOR _ 1 --� EACH 1"DISTANCE FROM SUCH OPENING R1001.11 . 63. ALL REINFORCING STEEL SHALL HAVE MINIMUM CONCRETE COVER AS FOLLOWS: 1.1/2"AT FORMED CONCRETE NOT EXPOSED TO THE WEATHER, 1"FOR TOP LOTAREA 126,720 S.F. ( ) �`� 0'FRONT YARD \ 4, PROPOSED SEPTIC SYSTEM REINFORCEMENT ATSLABS,2"AT FORMED CONCRETE EXPOSED TO WEATHER OR GROUND,3"AT UNFORMED CONCRETE EXPOSED TO WEATHER OR GROUND. LINE of I STEM S.C.T.M.# 1000-33-03-19 7 / ETBACK ` LP I PER SEPARATE '\ ' 16. PROVIDE MIN.2"CLEARANCE(AIR SPACE)BETWEEN CHIMNEY AND COMBUSTIBLE CONSTRUCTION FOR ANY CHIMNEYS LOCATED IN THE INTERIOR OF THE ,,` \ \,00,110� 1__1/ APPLICATION,REF *.,� BUILDING OR WITHIN THE EXTERIOR WALL, 1"CLEARANCE REQUIRED FOR CHIMNEYS LOCATED COMPLETELY OUTSIDE THE EXTERIOR WALLS OF BUILDING 64.ALL REINFORCING BARS SHALL BE SECURELY HELD IN PROPER POSITION WHILE POURING CONCRETE.ALL CONTINUOUS VERTICAL OR HORIZONTAL BARS IN ZONE R-40 NON-CONFORMING - q c #R-20-0813 WATER (81003.18). FOOTINGS, FOUNDATION WALLS, SLABS,AND OTHER CONCRETE SHALL BE LAP SPLICED,WHERE NECESSARY OR DESIRABLE, BY WIRING TOGETHER IN CONTACT. C`� ° `D -� LENGTH OF ALL LAPS SHALL BE AS SPECIFIED IN ACI 315-83. DWELLING FOOTPRINT 2,490 S.F. m METER/VAULT 17. LOT SHALL BE GRADED SO AS TO DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS,WITH THE GRADE FALLING AWAY FROM THE FOUNDATION WALL A PATIO 673 S.F. 10 \ o A. MINIMUM OF 6"IN THE FIRST 10-FEET(R401.3). 65. ALL CONCRETE MEMBERS, UNLESS OTHERWISE, SHOWN SHALL HAVE THE MINIMUM AMOUNT OF REINFORCING AS PER AC1 318-83. Z ' Q STEPS 70 S F. � \ I �0 18. WOOD SOLE AND SILL PLATES SHALL BE ANCHORED TO THE FOUNDATION WITH ANCHOR BOLTS SPACED A MAXIMUM OF 39"ON CENTER,AND LOCATED WITHIN 66. ALL CONCRETE SLABS SHALL BE FLOAT FINISHED AND,AFTER THE MOISTURE FILM OR SHEEN HAS DISAPPEARED AND THE CONCRETE HAS HARDENED POOL 640 S.F. ,-c •O• 12"OF THE END OF EACH PLATE SECTION(WFCIM 2018 TABLE 3.2C).ANCHOR BOLTS SHALL BE MIN. 5/8"DIAMETER, USING 3"SQUARE WASHERS(WFCM 2018 SECTION SUFFICIENTLY TO PREVENT WATER AND FINE MATERIALS FROM BEING WORKED TO THE SURFACE, SHALL BE STEEL TROWELED UNTIL THE SURFACE IS SMOOTH, '/�7 2,490 S.F.+673 S.F.+70 S F.+640 S F.=3,873 S.F.TOTAL 3.2.2.3)AND EXTENDING MIN. 7"INTO OR CONCRETE FOUNDATION, OR 15"INTO MASONRY BLOCK FOUNDATIONS(WFCM 2018 SECTIONS 3.2.1.7&3.2.2.3). EVEN,AND FREE OF MARKS AND RIPPLES. 3,873 S.F./26,720 S.F.=14.5%LOT COVERGE ` �' 1q_:1q_:14 5%<20%LOT COVERAGE ALLOWED 19. RETAINING WALLS: CONCRETE OR FOUNDATION WALLS SUPPORTING MORE THAN 48"OF UNBALANCED BACKFILL THAT DO NOT HAVE PERMANENT LATERAL 67. UPLIFT CONNECTORS: A CONTINUOUS LOAD PATH SHALL BE PROVIDED TO TRANSMIT THE UPLIFT FORCES FROM THE ROOF RAFTERS TO THE FOUNDATION ..#1• ` SUPPORT AT THE TOP AND BOTTOM REQUIRE ENGINEERING DESIGN(R404.1.1). (R802.11.1). STRENGTH OF TIE-DOWN CONNECTIONS TO RESIST WIND UPLIFT FORCES SHALL BE IN ACCORDANCE WITH TABLE R802.11. ` _ -,* 0-I6 yS STORM DRAINAGE REQUIREMENTS � 20. ALL CONCRETE SLAB ON GRADE FLOORS SHALL BE MINIMUM 4"THICK WITH MINIMUM 6X6 W1.4/1.4(10/10)WWM,CONFORMING TO ASTM A185, UNLESS 68. ALL WOOD CONSTRUCTION CONNECTORS, INCLUDING THOSE DESIGNED TO RESIST WIND UPLIFT FORCES,SHALL BE GALVANIZED METAL MANUFACTURED BY • • R_215•35 V OTHERWISE NOTED. PROVIDE VAPOR BARRIER BELOW SLAB(R506.2.3), MIN.6 MIL POLYETHYLENE,AT ALL INTERIOR SLABS.CONCRETE AT SLABS ON GRADE SHALL SIMPSON OR USP.ALL SPECIFIED FASTENERS SHALL BE INSTALLED ACCORDING TO THE MANUFACTURER'S INSTRUCTIONS AND 2001 WFCM. INSTALL ALL SPECIFIED EL 41.2' \ .i `�'�, HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28-DAYS. ALL EARTH SUPPORTED SLABS SHALL BE SUPPORTED ON UNDISTURBED SOIL OR GRANULAR CONNECTORS BEFORE LOADING THE CONNECTION.TAKE WOOD SHRINKAGE INTO CONSIDERATION WHEN INSTALLING CONNECTORS.THE EFFECTS OF WOOD DRAINAGE AREA#1: 001, �, 6g ons s BACKFILL, COMPACTED TO AT LEAST 98%OF MAXIMUM DRY DENSITY BY ASTM D-1557.ALL UNDERLYING STRUCTURAL OR SELECT FILL SHALL ALSO BE COMPACTED SHRINKAGE ARE INCREASED IN MULTIPLE LUMBER CONNECTIONS,SUCH AS FLOOR-TO-FLOOR INSTALLATIONS,AND MAY REQUIRE POST-INSTALLATION TIGHTENING. (PROPOSED ROOF) ✓' L� ��� TO AT LEAST 98%OF MAXIMUM DRY DENSITY BY ASTM D-1557. (3,756 S.F ROOF AREA)(3/12)=9390 C F.TO BE RETAINED ��-7 1 69. CUTTING, DRILLING AND NOTCHING OF STRUCTURAL FLOOR MEMBERS TO BE IN COMPLIANCE WITH SECTION R502.8. DRILLING AND NOTCHING OF STUDS TO BE 939.00.F./2=470CF PERDRYWELL'1ATEACHSIDEOFHOUSE ggCURB v2o.Ir 21. DOUBLE ALL JOISTS UNDER PARALLEL BEARING PARTITIONS(502.4), UNLESS OTHERWISE NOTED. DOUBLE ALL JOISTS, RAFTERS, HEADERS,AND TRIMMERS IN COMPLIANCE WITH SECTION R602.6. DRYWELL SIZE: s AROUND OPENINGS, UNDER BATHTUBS, UNDER PARTITIONS RUNNING PARALLEL TO JOISTS. (2 NEEDED,1 ON EACH SIDE OF HOUSE) EL 37.8' 70, WOOD STUD WALLS SHALL BE CAPPED WITH A DOUBLE TOP PLATE INSTALLED TO PROVIDE OVERLAPPING AT CORNERS AND INTERSECTIONS WITH BEARING (1)FLAT SLAB TOP 10'-0"DIAM. ! � DR'Y 22. MAXIMUM WOOD STUD SPACING AND SIZE AT ALL EXTERIOR WALLS SHALL CONFORM TO TABLE R602.3(5). PROVIDE THREE STUDS AT ALL CORNERS AND PARTITIONS(R602.3.2). END JOINTS IN TOP PLATES SHALL BE OFFSET NOT LESS THAN 24". PLATES SHALL NOT BE LESS THAN 2"NOMINAL THICKNESS AND HAVE A (2)RING 10'-0"DIAM xa-o"H. EL 41.0' D PARTITION INTERSECTIONS. PROVIDE DOUBLE TOP PLATE,OVERLAPPING AT CORNERS AND INTERSECTIONS WITH BEARING PARTITIONS.OFFSET END JOINTS IN TOP WIDTH NOT LESS THAN THE WIDTH OF THE STUDS. OMISSION OF THE TOP PLATE IS PERMITTED OVER HEADERS WHERE THE HEADERS ARE ADEQUATELY TIED TO TOTALVOLUME RETAINED=547.4 C.F. V IN STREET PLATE MIN.24". STUDS IN EXTERIOR OR BEARING PARTITION SHALL BIE NOTCHED OR CUT TO A DEPTH NOT EXCEEDING 25-PERCENT OF ITS WIDTH,40-FERCENT OF ADJACENT WALL SECTIONS IN ACCORDANCE WITH TABLE R602.3.2.( ) TOTAL DRASO BL)C WATER WIDTH PERMITTED FOR NONBEARING PARTITIONS R602.6 .ANY STUD MAY BE BORED OR DRILLED, HOLE NO GREATER THAN 40-PERCENT OF STUD WIDTH AND AT P INAGE VOLUME REQUIRED:939 0 C.F. LEAST 5/8"FROM EDGE OF STUD. 71. ACCESS DOORS FROM CONDITIONED SPACES TO UNCONDITIONED SPACES SUCH AS ATTICS AND CRAWL SPACES SHALL BE WEATHERSTRIPPED AND INSULATED TOTAL ORA I NAGE VOLUME PROV.BY EACH DRYWELL=5474 C F. 23. PROVIDE FLASHING AS REQUIRED TO ENSURE WATERTIGHT AND WEATHERPROOF CONSTRUCTION. GALVANIZED METAL OR ALUM. FLASHING AT ROOF AND TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES(NYSECCC 402.2.4). BUILDING INTERSECTIONS, ROOF PENETRATIONS, EAVES, ETC.,AND FABRIC FLASHING AT ALL WINDOWS AND EXTERIOR DOORS. 72. HVAC PIPING&SUPPLY/RETURN DUCTS SHALL BE INSULATED(NYSECC R403.3.1, R403.4&403.5.3). DUCTS,AIR HANDLERS AND FILTER BOXES SHALL BE SEALED ri SITE PLAN ".. /" nt AND COMPLY WITH THE NYSMC OR NYSRC,AS APPLICABLE(NYSECCC R403.3.2). °" " ' ' IT ,, 24. PROVIDE TWO LAYERS OF UNDERLAYMENT OR SELF-ADHERING BITUMEN ICE BARRIER AT ALL EAVES, EXTENDING FROM THE EDGE OF THE EAVE TO A POINT A•1 a SCALE:1" =20' �;" BARRIER SHALL ALSO BE THAN 8:12 THE ICE R APPLIED ALT OR GREATER T 7 MINIMUM 24"INSIDE THE EXTERIOR WALL LINE OF THE BUILDING. ON ROOF SLOPES EQUAL O 3. HEATING&COOLING EQUIPMENT SHALL BE SIZED IN ACCORDANCE WITH RCCA MANUAL S BASED ON BUILDING LOADS CALCULATED IN ACCORDANCE WITH ACCA j ;� NOT LESS THAN 36"MEASURED ALONG THE ROOF SLOPE FROM THE EAVE EDGE OF THE BUILDING(R905.1.2). MANUAL J OR OTHER APPROVED HEATING AND COOLING CALCULATION METHODOLOGIES. NEW OR REPLACEMENT HEATING AND COOLING EQUIPMENT SHALL HAVE ' /^ . AN EFFICIENCY RATING EQUAL TO OR GREATER THAN THE MINIMUM REQUIRED BY FEDERAL LAW FOR THE GEOGRAPHIC LOCATION WHERE THE EQUIPMENT IS SITE PLAN BASED ON PROPERTY SURVEY BY P ECON IC ;, "' ' ' ' ". ;; , '11 25. ROOF SLOPES FROM 2:12 TO 4:12 REQUIRE TWO LAYERS OF UNDERLAYMENT,AND ROOF SLOPES GREATER THAN 4:12 REQUIRE ONE LAYER OF UNDERLAYMENT, INSTALLED(NYSECCC R403.7).SEE MECHANICAL DRAWINGS. �+ ! ;:: ." APPLIED IN ACCORDANCE WITH TABLE 8905.1.1(2). SURVEYORS PC, DATED 05/05/2020 50, .. /� - /rr74. FOR NEW CONSTRUCTION,AIR DUCTS SHALL BE PRESSURE TESTED TO DETERMINE AIR LEAKAGE BY EITHER THE"ROUGH-IN TEST"OR"POSTCONSTRUCTION ": ;.. . . .. . 26. CLAY OR CONCRETE TILE ROOF SLOPES FROM 2.5:12 TO 4:12 REQUIRE TWO LAYERS OF UNDERLAYMENT,AND ROOF SLOPES GREATER THAN 4:12 REQUIRE ONE TEST"(NYSECCC R403.3.3&R403.3.4), UNLESS ALL DUCTS ARE LOCATED WITHIN THE THERMAL ENVELOPE.A WRITTEN REPORT OF THE RESULTS OF THE TEST SHALLA. "" ,, . . ;!; LAYER OF UNDERLAYMENT,APPLIED IN ACCORDANCE WITH TABLE R905.1.1(2). BE SIGNED BY THE PARTY CONDUCTING THE TESTAND PROVIDED TO THE CODE OFFICIAL. �xwa.,.,r.�.cwr...,,,w,,,,, :.,, ., 1 -.nr-•••-m-wwwwmew,..x,rm. , .% <,.. • r Y.. '', i' // ,.a C r. -.". I T PENETRATE THROUGH THE ROOFING WITH R 2.5 OF SUFFICIENT LENGTH O 75. FOR NEW 27. FASTENERS FOR ASPHALT SHINGLE ROOF SHALL BE IN ACCORDANCE 905 CONSTRUCTION,THE BUILDING SHALL BE PROVIDED WITH VENTILATION THE MEETS THE REQUIREMENTS OF THE NYSRC OR THE NYSMC(NYSECCC DIAMETER *-�^ - '^ i .," 3 / F N F SHEATHING IS LESS THAN 3 4 THICK. ROO SHINGLES 111.1 MATERIALS AND A MINIMUM OF 3/4 INTO THE ROOF SHEATHING(OR THROUGH THE ROOF SHEATHING I S ) 403.6),AND COMPLY WITH NYSECCC TABLE 8403.6.1.WHOLE-HOUSE MECHANICAL VENTILATION SHALL BE INSTALLED AS PART OF THE HEAT&AIR CONDITIONING :.' SHALL HAVE THE MINIMUM NUMBER OF FASTENERS REQUIRED BY THE MANUFACTURER.ASPHALT SHINGLES SHALL MEET THE CLASSIFICATION REQUIREMENTS OF SYSTEM. SYSTEM DESIGN, MANUAL OVERRIDE CONTROL AND VENTILATION RATE PER SECTION M1507.3. OUTDOOR AIR INTAKES AND EXHAUSTS SHALL HAVE """'"�""" '': ""w :/ f . TABLE 8905.1.1(2)FOR THE APPROPRIATE ULTIMATE DESIGN WIND SPEED. AUTOMATIC OR GRAVITY DAMPERS THAT CLOSE WHEN THE VENTILATION SYSTEM IS NOT OPERATING. ''. i . r.. . 24"DIAM.SOLID CASTS ^'.. . .11 28. PROVIDE CRICKET AT CHIMNEY WHERE THE:DIMENSION OF THE CHIMNEY PARALLEL TO THE RIDGELINE IS 30 OR GREATER AND DOES NOT INTERSECT THE 76.ALL NEW WINDOWS WHERE THE TOP OF THE SILL OF AN OPERABLE WINDOW IS LESS THAN 24"ABOVE FINISHED FLOOR AND GREATER THAN 6 FTABOVE THE IRON COVER(NP.) :." x."_:.. .r RIDGELINE(81003.20). FINISHED GRADE OR OTHER SURFACE OUTSIDE,SHALL BE PROVIDED WITH WINDOW FALL PROTECTION AS PER ONE OF THE FOLLOWING OPTIONS(NYSRC 312.2)A) (FLECl63T VIFtvm"Wk i. GRADE r"Er> r"v1E rrr e,:' FULLY OPENED WINDOWS WILL NOT PROVIDE FOR THE PASSAGE OFA 4"SPHERE, B)WINDOW FALL PREVENTION DEVICES PER ASTM F 2090 OR C)WINDOW OPENING r441ro 991411 ' ::l F°::.., ": 29. SEAL AND CAULK ALL JOINTS BETWEEN DISSIMILAR MATERIALS.COUNTERFLASH AND CAULK ALL WINDOW AND DOOR FRAMES PRIOR TO INSTALLATION, CONTROL DEVICES PER ASTM F 2090,THAT CAN BE RELEASED TO PROVIDE FULL OPENING AS REQUIRED FOR EGRESS IN NYSRC SECTION 310. -'` ' „, SILICONE-TYPE SEALANT.ACCEPTABLE MANUFACTURERS: DAP, PECORA,TREMCO. N .,j " . P 24"DIAM.CONCRETE m a EXTENSION PIPE AS I ,� �" '''''- GENERAL NOTES: a - % _ y..' ..:.i 30. ALL JOINTS, SEAMS, PENETRATIONS, OPENINGS BETWEEN DOOR AND WINDOW ASSEMBLIES AND THEIR JAMBS AND FRAMING,AND OTHER SOURCES OF AIR o REQ.TO ACHIEVE ,; "1 LEAKAGE THROUGH THE BUILDING THERMAL ENVELOPE SHALL BE CAULKED,GASKETED,WEATHERSTRIPPED,WRAPPED,OR OTHERWISE SEALED TO LIMIT m ADEQUATE DEPTH ', "'%'"" "" 1. THESE DRAWINGS HAVE BEEN PREPARED TO CONFORM WITH THE REQUIREMENTS OF THE FOLLOWING CODES: UNCONTROLLED AIR MOVEMENT. MIN.4"DIAM. 9: "� CLASS SDR35 E 31. ALL NON-ENGINEERED FLOOR JOISTS, ROOF RAFTERS, CEILING JOISTS,AND HEADERS TO BE DOUG FIR#2 or BETTER(WESTERN WOOD)WITH THE FOLLOWING -2020 BUILDING CODE OF NEW YORK STATE(NYSBC) PIPE INLET,PITCH s p III We I , MINIMUM VALUES: Fb(SINGLE)=825 PSI, Fv=90 PSI, Fc(PERPENDICULAR)=520 PSI,AND E= 1,200,000. MOISTURE CONTENT NOT TO EXCEED 19-PERCENT. -2020 RESIDENTIAL CODE OF NEW YORK STATE(NYSRC) MIN.1/8"PER FT. MIRIFI FILTER1i I -2020 EXISTING BUILDING CODE OF NEW YORK STATE(NYSEBC) FABRIC(TYP.) __ � `- i _ " �� i " " " '- -2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE NYSECCC ,, �„ i 1 • ` . � 32. ALL STUDS TO BE DOUG FIR"STUD"GRADE,WITH THE FOLLOWING MINIMUM VALUES: Fb(SINGLE)=650 PSI, Fv=90 PSI, Fc(PERPENDICULAR)=520 PSI,AND E_ (NYSECCC) = PRECAST 4,000 P.S.I. _ 6• Ai 1,100,000 PSI. MOISTURE CONTENT NOT TO EXCEED 19-PERCENT. -2020 FIRE CODE OF NEW YORK STATE(NYSFC) H- CONC.SOLID RING • • -2020 PLUMBING CODE OF NEW YORK STATE(NYSPC) o w (TOP RING) w 33. PROVIDE SOLID BLOCKING AS REQUIRED UNDER ALL HEADERS, BEAMS, ETC. -2020 MECHANICAL CODE OF NEW YORK STATE(NYSMC) � a 3'-0"CLEAN BANKRUN •4 -2020 FUEL GAS CODE OF NEW YORK STATE(NYSFGC) w > 0❑ El 1-1 O O O ❑ ❑ ❑0 COLLAR ALL AROUND- 34. ALL SHEATHING ON ROOF TO BE EXTERIOR GRADE CDX PLYWOOD 5/8"THICK,AND EXTERIOR WALLS TO BE EXTERIOR GRADE CDX PLYWOOD 1/2"THICK. -2020 PROPERTY MAINTENANCE CODE OF NEW YORK STATE(NYSPMC) >_ 0❑ ❑ ❑ ❑ C❑ ❑ ❑ ❑ ❑0 3'-0" REMOVE ALL NON- 1 / 4.3 NEW CONSTRUCTION: -2017 AF&PA WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO FAMILY DWELLINGS(WFCM) o O O ❑ ❑ ❑ ❑ RATABLE 1 35. PROVIDE WOOD OR METAL CROSS-BRACING IN LINES 8'-0"O.C.AT CENTER OF ALL SPANS OVER 8'-0"FOR ALL JOIST FRAMING,OR AS PER MANUFACTURER'S -2020 NFPA 70: NATIONAL ELECTRIC CODE(NEC) STORMO ❑ MATERIAL(TYR) 0 TROPEANO RESIDENCE INSTRUCTIONS. 0❑ El ❑ 11 0 PRECAST 4,000 P.S.I. r 112 1740 INLET POND RD. 2. THE CONTRACTOR IS RESPONSIBLE FOR: DIMENSIONS WHICH SHALL BE CONFIRMED AND CORRELATED AT THE JOB SITE, FABRICATION PROCESSES AND 0❑ El36. WHERE THE ROOF PITCH IS LESS THAN 3:12, STRUCTURAL MEMBERS THAT SUPPORT RAFTERS AND CEILING JOISTS, SUCH AS RIDGE BEAMS, HIPS,AND VALLEYS, TECHNIQUES OF CONSTRUCTION,COORDINATION OF HIS WORK WITH THAT OFALL OTHER TRADES,AND THE SATISFACTORY PERFORMANCE OF HIS WORK, THE 0❑ E-1 E] o E:10 CONC. The°1an5fru�Ttdea tyke GREENPORT, NY 11944 0 El El El 0 0 0 ❑ ❑ [I a DRAIN RING(TYP.) designati#n stat � , CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES BETWEEN THE DRAWINGS, SPECIFICATION,AND FIELD CONDITIONS,AND OBTAIN SHALL BE DESIGNED AS BEAMS(R802.3). CLARIFICATION FROM THE ARCHITECT BEFORE COMMENCING ANY WORK. 0 11 ED 1:1 O O ❑ ❑ ❑ ❑0 1 *1""1(",=0111',*4v' ' ' SCTM#1000-33-03-19.7 - 37. PROVIDE RAFTER TIES(COLLAR TIES)SPACED NOT MORE THAN 4-FEET ON CENTER. € 'ti Indicate*It f thetrsa t��r� 11 3.WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE. CONC.FOOTING ( strurfu�a�11(an of t �trts�f€�:e under DESIGNATION Ft,)Ft STRUCTURAL 38. ALL HIPS AND VALLEYS SHALL BE NOT LESS THAN 2"NOM.THICKNESS AND NOT LESS IN DEPTH THAN THE CUT END OF THE RAFTER(R802.4.3). 4, THESE DRAWINGS AND SPECIFICATIONS HAVE BEEN PREPARED BY OR UNDER THE DIRECTION OF THE UNDERSIGNED AND TO THE BEST OF HIS KNOWLEDGE, - 101-01, section Inez€f the BONY COMPONENTS THAT ARE O SITE PLAN, SITE INFO, KEY 39. INCOMBUSTIBLE BUILDINGS, PROVIDE ACCESS TO ANY ATTIC SPACE THAT EXCEEDS 30 S.F.AND HAS A VERTICAL HEIGHT OF 30"OR GREATER(R807.1). MIN.22"X INFORMATION,AND BELIEF, MEET THE REQUIREMENTS 2020 NYSECCC. 4' z 'It I TRUSS TYPE CONSTRUCTION MAP, TRUSS SIGN NOTES, AND 30"ROUGH-FRAMED OPENING, LOCATED IN HALLWAY,WITH MINIMUM 30"HEADROOM ABOVE OPENING AT ATTIC. ' ' ,....._..�_T�"11 "-,- _- "" GENERAL NOTES 5. ALL WORKMANSHIP AND CONSTRUCTION MATERIALS WILL BE OF GOOD QUALITY, FREE FROM FAULTS AND DEFECTS AND IN ACCORDANCE WITH THE CONTRACT `�F" ` FL "FRAvg*G,I"CLDo1�a ' 40. MAINTAIN MIN.3"CLEARANCE BETWEEN COMBUSTIBLE INSULATION AND RECESSED LIGHTING FIXTURES, FAN MOTORS,AND OTHER HEAT-PRODUCING DEVICES. DOCUMENTS AND MANUFACTURER'S SPECIFICATIONS. GROUNDWATER afr w g { p" 4'.€�• "z1•I Awa 41. PROVIDE ATTIC VENTILATION AS PER CODE REQUIREMENTS AT ALL ENCLOSED ATTIC AND ENCLOSED RAFTER SPACES.THE TOTAL NET FREE VENTILATING AREA 6. IT IS INTENDED THAT THESE DRAWINGS AND SPECIFICATIONS INCLUDE EVERYTHING NECESSARY TO PERFORM THE ENTIRE WORK PROPERLY. EVERY ITEM " 1. . 1 03/18/2021 ISSUED FOR PERMIT SHALL NOT BE LESS THAN 1/150 OF THE AREA OF THE SPACE TO BE VENTILATED. REDUCTION TO 1/300 PERMITTED IF 40-50 PERCENT OF THE REQUIRED VENTING IS NECESSARILY REQUIRED MAY NOT BE SPECIFICALLY MENTIONED OR SHOWN. UNLESS EXPRESSLY STATED OTHERWISE,ALL SYSTEMS AND EQUIPMENT SHALL BE � r� 4R7 FLOOR ANO ROOF FRAMING 2 04/22/2021 ADDED FENCE PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE ATTIC, NOT MORE THAN T BELOW THE HIGHEST RIDGE,WITH THE BALANCE OF THE REQUIRED COMPLETE AND OPERABLE. V _ . „_„"_,�,,, __ �,._. '�'FA .UABD� '� .m«fa.�iw£a.,� IN 8806.1 &8806.2 BY INSTALLING VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. MAINTAIN MIN. 1"CLEARANCE BETWEEN INSULATION AND ROOF SHEATHING( ) CONTINUOUS AIR BAFFLES. VENTILATION IS NOT REQUIRED, PER R806.3,WHERE THE UNVENTED ATTIC IS IN THE THERMAL ENVELOPE,A CLASS 1 VAPOR RETARDER 7.THE CONTRACTOR SHALL SECURE AND MAINTAIN SUCH INSURANCE POLICIES AS WILL PROTECT HIMSELF, HIS SUBCONTRACTORS,AND THE OWNER FROM DETAIL of DRYWELL - SLAB TOP DW IS NOT INSTALLED ON THE INSIDE OF THE INSULATION,AND AIR-IMPERMEABLE INSULATION IS APPLIED DIRECTLY TO THE UNDERSIDE OF THE ROOF SHEATHING BE BY THE CONNTMS FOR DILY INJURIES, DEATH,OR PROPERTY DAMAGE WHICH MAYARISE RACTOR,SUBCONTRACTOR,OR ANYONE EMPLOYED BY THEM D REOCITLY OR INDIIRECTHEOTILY.CONTRACTORS UNDER THISONTRACT SHALL SUBMIT COPIES OF ALLWHETHER WHICH INSURANCE ERATIONS (8806.5) NOT TO SCALE ( POLICIES,AT THE REQUEST OF THE OWNER OR AS REQUIRED BY THE BUILDING DEPARTMENT, INCLUDING WORKERS'COMPENSATION, LIABILITY, PROPERTY TRU55 51GN 5AMFLE- 42, PROVIDE 1/2"GYP. BD.AT ALL INTERIOR WALLS,TAPE AND SPACKLE,TWO COATS. DAMAGE, ETC. !-� 8. BEFORE SUBMITTING A PROPOSAL,ALL CONTRACTORS AND SUBCONTRACTORS SHALL VISIT THE SITE AND FAMILIARIZE THEMSELVES WITH THE SCOPE OF THE : : 43. BATHTUB AND SHOWER WALLS SHALL HAVE: NON-ABSORBENT FINISH EXTENDING MIN.6 FEET ABOVE FLOOR(8307.2). ," t ;„; ,r R v-. r.� " a� ^-, f. WORK,THE CONSTRAINTS OF THE SITE AND PROJECT,AND THE DIFFICULTIES THAT ATTEND ITS EXECUTION. EACH CONTRACTOR AND SUBCONTRACTOR IS x� !. < ,��, .', . v>:< E-=I � €���z" 44. PROVIDE CEMENTITIOUSTZLS-BACKER BOARD AT ALL WET AREAS INCLUDING TUB AND SHOWER WALLS. REQUIRED TO THOROUGHLY ACQUAINT HIMSELF WITH ALL JOB CONDITIONS AND DETERMINE METHODS TO OVERCOME ALL DIFFICULTIES. 1 45. HEATING: ALL SPACES ARE TO BE MECHANICALLY HEATED AS PER CODE REQUIREMENTS, EXTEND EXISTING SYSTEM AS NECESSARY. 9. THE SUBMISSION OF A PROPOSAL SHALL BE CONSTRUED AS EVIDENCE THAT SUCH AN EXAMINATION HAS BEEN MADE,AND LATER CLAIMS FOR LABOR, •- EQUIPMENT,OR MATERIAL REQUIRED FOR DIFFICULTIES ENCOUNTERED,WHICH COULD HAVE BEEN FORESEEN HAD SUCH AN EXAMINATION BEEN MADE,WILL NOT TRUSS SIGN NOTES: 46. ELECTRIC: ALL WORK, FIXTURES,AND MATERIALS ARE TO CONFORM TO THE REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE(IBC)AND NATIONAL BE RECOGNIZED. 1. SIGNS SHALL BE PROVIDED IN NEWLY CONSTRUCTED ELECTRIC CODE(NEC), THE NATIONAL BOARD OF FIRE UNDERWRITERS, PUBLIC UTILITY COMPANY,AND ALL OTHER AUTHORITIES HAVING JURISDICTION. UTILIZE TRUSS TYPE CONSTRUCTION AND IN EXISTING BUILDINGS ILDIINGS WHRE AN ��UILDINGS THAT �RE A,RDrawn by MSV/SAM C,y/ R HOOF � CONTRACTOR TO PROVIDE U.L.CERTIFICATE UPON COMPLETION OF WORK.CONNECT ALL EQUIPMENT, EXHAUSTS, MOTORS, CIRCULATORS, ETC.PROVIDE AND 10. THE CONTRACTOR, UPON ACCEPTANCE OF THE DRAWINGS,ASSUMES FULL RESPONSIBILITY FOR THE CONSTRUCTION, MATERIALS AND WORKMANSHIP OF THE ADDITION THAT EXTENDS OR INCREASES THE FLOOR AREA OF THE BUILDING P�' M\ � Project No. 201862 � INSTALL FLEXIBLE DUCT AND ROOF CAP AS REQUIRED FOR ALL EXHAUST FANS. WORK DESCRIBED THEREIN,AND HE WILL BE EXPECTED TO COMPLY WITH THE SPIRITAS WELLAS THE LETTER IN WHICH THEY WERE WRITTEN. UTILIZES TRUSS TYPE CONSTRUCTION. SIGNS SHALL BE AFFIXED PRIOR TO W "V-_ 112 n Scale: AS NOTED 11. THE CONTRACTOR,SUBCONTRACTOR AND OWNER'S SUBCONTRACTORS SHALLAPPLY FOR AND OBTAIN ALL REQUIRED PERMITS, INSPECTIONS, FINAL DRAWING LIST THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY OR A CERTIFICATE OF 11 Date: 07/28/2020 47, PLUMBING: ALL WORK SHALL MEET OR EXCEED THE LATEST REQUIREMENTS OF ALL NATIONAL, MUNICIPAL, LOCAL,AND OTHER AUTHORITIES HAVING COMPLIANCE. g'�i= ': ,F', JURISDICTION, INCLUDING THE PLUMBING CODE:OF NEW YORK STATE(NYSPC)AND COUNTY HEALTH DEPARTMENT REGULATIONS.ANY WORK NOT SUBJECT TO THE APPROVALS,AND CERTIFICATES OF APPROVAL FOR THEIR RESPECTIVE WORK, INCLUDING BUT NOT LIMITED TO, NEW YORK BOARD OF FIRE UNDERWRITERS, * � I * . :, THE IPC THE COUNTY HEALTH DEPARTMENT AND MANUFACTURER'S A-1 GENERAL NOTES, SITE PLAN AND DRAINAGE CALCULATIONS 2. SIGNS IDENTIFYING THE EXISTENCE OF TRUSS CONSTRUCTION SHALL -"'' I� 0 • *", • I APPROVAL OF THE AUTHORITIES HAVING JURISDICTION SHALL BE GOVERNED BY CERTIFICATE OF OCCUPANCY, CERTIFICATE OF PLUMBING INSPECTION.THE BUILDING PERMIT SHALL BE OBTAINED AND PAID FOR BY THE OWNER, INCLUDING ANY SPECIFICATIONS AND RECOMMENDATIONS. PLUMBING CONTRACTOR TO SECURE ALL PLUMBING PERMITS AND APPROVALS.ALL DRAINAGE PIPING SHALL BE RUN IN SUBSEQUENT ADJUSTMENTS TO THAT FEE ON THE BASIS OF ADJUSTMENTS LEVIED BY THE BUILDING DEPARTMENT. A-2 PROPOSED CODE COMPLIANCE INFORMATION _ -l" CONSIST OF A CIRCLE 6 INCHES IN DIAMETER,WITH A STROKE WIDTH OF 1/2 N �•r -?" PVC PIPE SIZED AS SHOWN ON DRAWINGS OR AS REQUIRED BY CODE. PROTECT ALL PLUMBING MATERIALS FROM FREEZING. PITCH ALL DRAINS AND BRANCH A-3 PROPOSED FOUNDATION PLAN J` I T SHALL BE EXPOSED EXCEPT AS REQUIRED AT FIXTURE. PROVIDE AND INSTALL PIPING 12. ALL"CLEAR"AND"HOLD"DIMENSIONS ARE NOT TO BE VARIED FROM WITHOUT THE APPROVAL OF THE ARCHITECT. DO NOT SCALE DRAWINGS.ALL WRITTEN A-4 PROPOSED FIRST FLOOR PLAN INCH. THE SIGN BACKGROUND SHALL BE REFLECTIVE RED IN COLOR, 013763 ()� VENTS MIN. 1/4"PER FOOT. NO PIPES, EITHER VIASTE, SUPPLY OR VEN ` REQUIRED FOR HVAC SYSTEM.ALL FIXTURES HAVE 1/2"SUPPLY UNLESS OTHERWISE REQUIRED BY PLUMBING FIXTURE MANUFACTURER. PLUMBER TO VERIFY ALL DIMENSIONS TAKE PRECEDENCE OVER SCALE. A-5 PROPOSED SECOND FLOOR PLAN CONFORMING TO PAO A DO MATCHING SYSTEM(PMS)=187. WHEREA SIGN IS ++ L DIRECTLY APPLIED TO A DOOR IG SIDELIGHT, IT MAY BEA PERMANENT NOW N�V V 11 11 -LUMBING REQUIREMENTS. PIPING MATERIALS SHALL CONFORM WITH THE IPC.ALL PIPING TO BE LOCATED SO AS TO MINIMIZE NOISE. PROVIDE AND INSTALL LEAD A-6 PROPOSED ELEVATIONS n OR LEAD COATED COPPER PAN,COVERING SIDES AND BOTTOM OF SHOWER ENCLOSURE WITH ALL SEAMS CONTINUOUSLY SOLDERED. PROVIDE FOR WATERPROOF 13. "ALIGN"SHALL MEAN TO ACCURATELY LOCATE FINISHED FACES IN THE SAME PLANE. A-7 PROPOSED BUILDING SECTIONS FADING STICKER OR DECAL. SIGNS NOT APPLIED DIRECTLY TO DOORS OR A-8 CONSTRUCTION DETAILS SIDELIGHTS SHALL BE OF STURDY, NON-FADING,WEATHER RESISTANT DRAIN CONNECTION. " MATERIAL. 14. "TYPICAL"OR TYP"SHALL MEAN THE SAME OR REPRESENTATIVE FOR SIMILAR CONDITIONS THROUGHOUT UNLESS OTHERWISE NOTED. 1 July 16,2021 Department of Buildings Town of Southold Town Hall Annex 54375 Main Rcad Hoffman Grayson P.O.Box 1179 Architects,LLP Southhold,N.Y. 11971 90 High Street Huntington New York 11743 Re: 1740 Inlet Pond Road,Greenport,NY 11944 Tax Map# 1000-33-3-19.7 T 631 $49'`1060 F 631 549 4475 To Who it May Concern, hofhnangraysoncom The Climatic&Geographic Design Criteria for the house listed above,as per table 8301.2(1) of the NYS Residential BuildingCode,is: CLIMATIC 6 GEOGRAPHIC DESIGN CRTTERL46 TABLE IL�013(1) _ _ ... - - WtECT70D�Y10EFROM wenim - �n sea OWN WNW ICEa owl FnEFSINO ME/4r1 po.taol.7te1 D Wow Vem. MZOW FlO,RW2M fW ItlD D®TNt1M! TERYR! TAM 0101 MOM" M ��a R40im R� i018A1RF. 12t0 ND NO NO 8 6EVMM MIN,SB' MODEPAM YES NO 1500or 62.0 tM WAVY Iw not ;7 t+mootr.!t+�t� p`ED AqC Sinc rel � 2 � Ne:l Hoffman AIA Hq fman Grayson Arch \"9TF 013763 �O 0F NIE NAILING SCHEDULE . (DERIVED FROM TABLE 3.1 OF THE WOOD FRAME CONSTRUCTION MANUAL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA: TABLE R301.2(1) , �� ROOF FOR ONE-AND TWO-FAMILY DWELLINGS, 2018 EDITION) 4"V.T.R. a"V.T.R. � WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER AIR 21/2" GROUND DESIGN DESIGN ICE BARRIER FREEZING MEAN 1 - - - _ MASTER BATHROOM NUMBER OF NUMBER OF BOX SNOW LOAD: PEED TOPOGRAPHIC SPECIAL WIND WIND-BORNE CATEGORY: WEATHERING: FROST LINE TERMITE TEMP.: UNDERLAYMENT FLOOD INDEX: ANNUAL I I i - _ _ JOINT DESCRIPTION : COMMON NAILS NAILS NAIL SPACING : FIG. R301.2(6) PH FIG. EFFECTS REGION DEBRIS ZONE FIG. R301.2(2) FIG. R301.2(4) DEPTH TABLE D101 REQUIRED HAZARDS R403.3(2) TEMP. I I 11-1/4" 1 1 01.2 5 A I I 1-1/4" 12-1/2.. 1 1 I 1-1/2" I ROOF FRAMING 20 LBS. /S.F. SEVERE I 15 I I ILAV ILAV _ RAFTER TO TOP PLATE(TOE-NAILED) HURRICANE CLIPS-SEE UPLIFT DETAILS II WC SH CEILING JOIST TO TOP PLATE(TOE-NAILED) (SEE TABLE 3.4A) (SEE TABLE 3.4A) PER JOIST NOTE: CELLS WITH NO PROVIDED INFORMATION TO BE FILLED IN BY THE LOCAL JURISDICTION. SECOND W FLOOR :� 7 CEILING JOIST TO PARALLEL RAFTER;FACE-NAILED) (SEE TABLE 3.9A) (SEE TABLE 3.9A) EACH LAP1-1/2" 1-1/2"1 i 2 MANUAL J DESIGN CRITERIA 1 3" C.O. CEILING JOIST LAPS OVER PARTITIONS(FACE-NAILED) (SEE TABLE 3.9A) (SEE TABLE 3.9A) EACH LAP I 13" ELEVATION LATITUDE WINTER SUMMER ALTITUDE CORRECTION FACTOR INDOOR DESIGN TEMPERATURE HEATING I COLLAR TIE TO RAFTER(FACE-NAILED) (SEE TABLE 3.6) (SEE TABLE 3.6) PER TIE HEATING COOLING DESIGN COOLING TEMPERATURE 1 BLOCKING TO RAFTER(TOE-NAILED) 2-8d 2-10d EACH END TEMPERATURE DIFFERENCE LAUNDRY BATHROOM#2 2 1/2" I RIM BOARD TO RAFTER(END-NAILED) 2-16d 3-16d EACH END - - _ - - - T - - T 1 KITCHEN 2 1/2„ WALL FRAMING COOLING TEMPERATURE DIFFERENCE WIND WIND COINCIDENT DAILY RANGE WINTER SUMMER HUMIDITY FI I I r , - - - - - BATHROOM#1 VELOCITY VELOCITY WET BULB HUMIDITY TOP PLATE TO TOP PLATE(FACE-NAILED) 2-16d 1 2-16d 1 PER FOOT HEATING COOLING 1.1/4" 1.1/4" 2-1/2" 1-1/4" 1-1/4 1-1/4 2-1/2' I 11-vz" "I I I I I I " I 4-16d 5-16d JOINTS-EACH SIDE _ _ _ _ _ 1-Ila" TOP PLATES AT INTERSECTIONS(FACE-NAILED) W LAVI I 1I ISHWASHER LAV LAV 1-1/2"1 "2-16d 2-16d 24O.C. WASHER1 I SINHEADER TO HEADER(FACE-NAILED) 16d 16d 16"O.C.ALONG EDGES FIRST FLOOR DR STUD TO STUD(FACE-NAILED) NOTE: CELLS WITH NO PROVIDED INFORMATION TO BE FILLED IN BY THE LOCAL JURISDICTION USING TABLE 1a OR 1 b FROM ACCA MANUAL J OR ESTABLISHED CRITERIA DETERMINED BY THE JURISDICTION I HWR --1 7 F.A.I. IN PAN I "TOP OR BOTTOM PLATE TO STUD (END-NAILED) (SEE TABLE 3.5A) (SEE TABLE 3.5A) PER STUD 2" J C.O. I 3" 1-1l2" 1 IIC.O. 1-1/2" 1-112" 3" 2" C.O. BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, ENDJOIST 2-16d 1,2 2-16d 1'2 PER FOOT 3" 3" 3" OR BLOCKING(FACE-NAILED) STRUCTURAL DESIGN DATA (TABLE R301.5): LIVE LOAD DEAD LOAD OR WT. LIGHT, VENTILATION AND HEATING FLOOR FRAMING (IN LBS. PER SQ. FT.) (IN LBS. PER SQ. FT.) NOTES: NATURAL LIGHT IS NOT REQUIRED WHERE ARTIFICIAL JOIST TO SILL,TOP PLATE OR GIRDER(TOE-NAILED) 4-8d 4-10d PER JOIST UNINHABITABLE ATTICS WITHOUT STORAGE 10 LBS/SF 10 LBS/SF LIGHT IS PROVIDED AND A WHOLE HOUSE MECHANICAL VENTILATION IS INSTALLED PER M1505(R303.1 EXCEPT. 2). DIAMOND BRIDGING TO JOIST(TOE-NAILED) 2-8d 2-10d EACH END UNINHABITABLE ATTICS WITH LIMITED STORAGE 20 LBS/SF 10 LBS/SF - NATURAL VENTILATION IS NOT REQUIRED IN BATHROOMS, PLATE CELLAR SLAB COVER BLOCKING TO JOIST(TOE-NAILED) 2-8d 2-10d EACH END W.C. COMPARTMENTS AND SIMILAR ROOMS WHERE MINIMUM LOCAL EXHAUST IS PROVIDED(R303.3). HABITABLE ATTICS&ATTICS SERVED WITH FIXED STAIRS 30 LBS/SF 10 LBS/SF - HEATING FACILITIES SHALL BE CAPABLE OF MAINTAINING C.O. BUILDING BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3-16d 4-16d EACH BLOCK TEMPERATURE OF NOT LESS THAN 680AT A POINT 3'ABOVE TRAP LEDGER STRIP TO BEAM(FACE-NAILED) 3-16d 4-16d EACH JOIST BALCONIES (EXTERIOR) & DECKS 40 LBS/SF 10 LBS/SF THE FLOOR AND T FROM EXTERIOR WALLS IN HABITABLE 4"E.H.C.I. ROOMS AT THE DESIGN TEMPERATURE(R303.10). JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-8d 3-10d PER JOIST GUARDS & HANDRAILS 200 LBS NATURAL VENTILATION MINIMUM 4%OF OPERABLE CONNECTTO BAND JOIST TO JOIST(END-NAILED) 3-16d 4-16d PER JOIST CALCULATION GLAZING(OR OPENINGS) PER PLUMBING RISER DIAGRAM (N.T.S.) SAPPROVED EPTIC SYSTEM 1 BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2-16d 3-16d PER FOOT GUARD IN-FILL COMPONENTS 50 LBS HABITABLE ROOM REQUIRED ROOF SHEATHING PASSENGER VEHICLE GARAGES 50 LBS GREAT ROOM 68 S.F OPNG./679 S.F. RM. = 10% (KITCHEN, DINING, WOOD STRUCTURAL PANELS 8d 10d (SEE TABLE 3.10) ROOMS OTHER THAN SLEEPING ROOMS 40 LBS/SF 15 LBS/SF LIVING ROOM) BEDROOM#1 26 S.F OPNG. /169 S.F. RM. = 15% AIR BARRIER & INSULATION INSTALLATION R402.4.1.1 CEILING SHEATHING � ) SLEEPING ROOMS 30 LBS/SF 15 LBS/SF BEDROOM#2 64 S.F OPNG. /169 S.F. RM. = 38% :WHERE BUILLD NG SHALL BEDE OFFICIAL,AN TESTED AND VERIFIED OVED THIRD PARTYSHALL AS HAVING AN AIR LEAKAGERATE RATECT E /OR TEST EXCEEDING LL COMPONENTS AND VERIFY 3 AIR CHANGES PER OUR.TESTINGCOMPLIANCE.ISHALL BE CONDUCTED IN GYPSUM WALL BOARD 5d coolers 5d coolers 7"EDGE/10" FIELD ACCORDANCE WITH ASTM E 779 OR ASTM E 1827 AND REPORTED AT A PRESSURE OF 0.2 INCH W.G.(50 PASCALS). WALL SHEATHING STAIRS 40 LBS/SF 15 LBS/SF BEDROOM#3 56 S.F OPNG. /167 S.F. RM. = 34% COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA MASTER BEROOM 44 S.F OPNG./314 S.F. RM. = 14% WOOD STRUCTURAL PANELS 8d 10d (SEE TABLE 3.11) GENERAL A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE AIR-PERMEABLE INSULATION SHALL NOT BE USED AS A GYPSUM WALL BOARD 5d coolers 5d coolers 7"EDGE/10"FIELD DEN 80 S.F OPNG. /466 S.F. RM. = 17% REQUIREMENTS BUILDING ENVELOPE.THE EXTERIOR THERMAL ENVELOPE SEALING MATERIAL. CONTAINS A CONTINUOUS AIR BARRIER. BREAKS OR FLOOR SHEATHING STRUCTURAL DEFLECTION DATA (TABLE R301.7): ALLOWABLE JOINTS IN THEAIR BARRIER SHALL BE SEALED. DEFLECTION CEILING/ATTIC THE AIR BARRIER IN ANY DROPPED CEILING/SOFFIT THE INSULATION IN ANY DROPPED CEILING/SOFFIT WOOD STRUCTURAL PANELS SHALL BE ALIGNED WITH THE INSULATION AND ANY GAPS SHALL BE ALIGNED WITH THE AIR BARRIER. 1"OR LESS 8d 10d 6"EDGE/12" FIELD RAFTERS W/SLOPES > 3/12 & NO FINISHED CEILING ATT. TO RAFTERS L/180IN THE AIR BARRIER SHALL BE SEALED.ACCESS FLOOR AREAS OPENINGS, DROP DOWN STAIRS OR KNEE WALL DOORS GREATER THAN 1" 10d 16d 6" EDGE/12" FIELD TO UNCONDITIONED ATTIC SPACES SHALL BE SEALED. INTERIOR WALLS AND PARTITIONS H/180 UNFINISHED NOTE: THIS SCHEDULE INDICATES MINIMUM REQUIRED BY CODE. THESE DRAWINGS REQUIRE ALL BASEMENT 1.072 S.F. WALLS THE JUNCTION OF THE FOUNDATION AND SILL PLATE CAVITIES WITHIN CORNERS AND HEADERS OF FRAME SUBFLOORS(STRUCTURAL PANELS)TO BE GLUED AND SCREWED TO JOISTS...) FLOORS AND PLASTER/STUCCO CEILINGS L/360 SHALL BE SEALED.THE JUNCTION OF THE TOP PLATE AND WALLS SHALL BE INSULATED BY COMPLETELY FILLING THE IST FLOOR 1,971 S.F. THE TOP OF EXTERIOR WALLS SHALL BE SEALED. KNEE CAVITY WITH A MATERIAL HAVING ATHERMAL RESISTANCE 1 NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6"ON-CENTER AT THE PANEL EDGE. ALTERNATIVE NAILING SCHEDULES ALL OTHER STRUCTURAL MEMBERS L/240 WALLS SHALL BE SEALED. OF R-3 PER INCH MINIMUM. EXTERIOR THERMAL SHALL BE USED WHERE WALL SHEATHING NAILING IS REDUCED. FOR EXAMPLE, IF WALL SHEATHING IS NAILED 3"O.C.AT PANEL EDGE TO 2ND FLOOR 1,284 S.F. ENVELOPE INSULATION FOR FRAMED WALLS SHALL BE OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED,OR ALTERNATE CONNECTORS INSTALLED IN SUBSTANTIAL CONTACT AND CONTINUOUS SHALL BE USED TO MAINTAIN THE LOAD PATH. EXTERIOR WALLS W/PLASTER OR STUCCO FINISH H/360 ALIGNMENT WITH THE AIR BARRIER. 2 WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE GARAGE 300 S.F. WINDOWS, THE SPACE BETWEEN WINDOWS/DOOR JAMBS AND REDUCED TO 1-16D NAIL PER FOOT. LLTELS SUPPORTING MASONRY VENEER WALLS L/600 COVERED SKYLIGHTS& FRAMING,AND SKYLIGHTS AND FRAMING SHALL BE ENTRY 57 S.F. DOORS SEALED, REAR CONC. 673 S.F. RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER. RIM JOISTS SHALL BE INSULATED. RIDGE CONNECTION REQUIREMENTS FOR WIND RAFTER / CEILING JOIST HEEL JOINT CONNECTION REQUIREMENTS TOP AND BOTTOM PLATE TO STUD LATERAL PATIO 2ND FLOOR OPEN TERRACE FLOORS THEAIR BARRIER SHALL BE INSTALLEDATANY EXPOSED FLOOR FRAMING CAVITY INSULATION SHALL BE INSTALLED ( DERIVED FROM WFCM TABLE 3.9 & 3.9A-2018 EDITION ) 123 S.F.CONNECTIONS FOR WIND LOADS SPECIFIC TO EXPOSURE "B" & 120 MPH FASTEST WINDSPEED UNDERSIDE OF SUBFLOOR DECKING,OR FLOOR FRAMING INCLUDING EDGE OF INSULATION. TO MAINTAIN PERMANENT CONTACT WITH THE , ABOVE GARAGE& 2ND FLOOR (DERIVED FROM WFCM TABLE 3.6-2018 EDITION) ROOF SPAN (FT) ROOF SPAN (FT) (DERIVED FROM WFCM TABLE 3.5A(EXPOSURE B & C ) - 2018 EDITION) 169 S.F. CANTILEVERED CAVITY INSULATION SHALL BE PERMITTED TO BE IN COVERED TERRACE FLOORS) CONTACT WITH THE TOP SIDE OF SHEATHING, OR :; Y ROOF ROOF REQUIRED CAPACITY OF 12 24 36 12 24 36 CONTINUOUS INSULATION INSTALLED ON THE UNDERSIDE STUD SPACING IN. 12 16 PITCH : SPAN RIDGE CONNECTION(PLF) ( ) OF FLOOR FRAMING AND EXTENDS FROM THE BOTTOM TO RAFTER RAFTER REQUIRED NUMBER OF 16d REQUIRED CAPACITY OF THE TOP OF ALL PERIMETER FLOOR FRAMING MEMBERS. "- (FT): WALL HEIGHT(FT) 8 10 12 14 16118120 8 10 12 14 16 18 20 SLOPE: SPACING : COMMON NAILS or 40d BOX HEEL JOINT CONNECTION CRAWL SPACE EXPOSED EARTH IN UNVENTED CRAWL SPACES SHALL BE WHERE PROVIDED INSTEAD OF FLOOR INSULATION, - "'' RIDGE TENSION NAIL EEL LBS ;. ,. THREE SECOND REQUIRED NUMBER OF 16d COMMON NAILS or ;:. 3:12 12 105 ) WALLS COVERED WITH A CLASS I VAPOR RETARDER WITH INSULATION SHALL BE PERMANENTLY ATTACHED TO THE STRAP JOINT SPLICE 16 141 GUST WIND 40d BOX NAILS PER STUD TO PLATE RAFTER OVERLAPPING JOINTS TAPED. CRAWLSPACE WALLS. , �� SPEED : CONNECTION � e �;, y �° 20 176 3:12 1,_' O.C. 3 5 8 360 720 1080 j': `A -pl SHAFTS, DUCT SHAFTS, UTILITY PENETRATIONS,AND FLUE SHAFTS " 16"O.C. 4 7 10 480 960 1440 %„! !....; 24 211 120 MPH 2 2 2 2 2 2 2 2 2 2 2 2 2 2 PENETRATIONS OPENING TO EXTERIOR OR UNCONDITIONED SPACE 28 246 4:12 12"O.C. 3 4 6 270 540 810 SHALL BE SEALED. 16"O.C. 3 5 8 360 720 1080 � NO 32 281 130 MPH 2 2 2 2 2 2 2 2 2 2 2 2 2 2 NARROW CAVITIES BATTS IN NARROW CAVITIES SHALL BE CUT TO FIT,OR oi RIDGE BOARD 5:12 12"O.C. 3 3 5 216 432 648 NARROW CAVITIES SHALL BE FILLED BY INSULATION THAT 36 316 OR BEAM ON INSTALLATION READILY CONFORMS TO THE AVAILABLE ": '' 16"O.C. 3 4 6 288 576 864 CAVITY SPACE. 4:12 12 88 7:12 12"O.C. 3 3 4 154 309 463 16 118 RAFTER AND/OR CEILING JOIST TO TOP PLATE LATERAL GARAGE AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE f 16"O.C. 3 3 5 206 411 617 I.E.C.C. ENERGY CODE REQUIREMENTS: � v- 20 147 AND SHEAR CONNECTION REQUIREMENTS SEPARATION AND CONDITIONED SPACES. 9:12 12"O.C. 3 3 3 120 240 360 24 176 TO THE BEST OF THE ARCHITECT'S KNOWLEDGE,THIS CONSTRUCTION MEETS AND RECESSED RECESSED LIGHT FIXTURES INSTALLED IN THE BUILDING RECESSED LIGHT FIXTURES INSTALLED IN THE BUILDI NG DERIVED FROM WFCM TABLE 3.4A EXPOSURE B 2018 EDITION 16"O.C. 3 3 4 160 320 480 ( ( ) - ) 28 206 EXCEEDS THE INTERNATIONAL ENERGY CONSERVATION CONSTRUCTION CODE LIGHTING THERMAL ENVELOPE SHALL BE SEALED TO THE DRYWALL. THERMAL ENVELOPE SHALL BE AIR TIGHT&IC RATED. E.C.C.C.N.Y.S. REQUIREMENTS,CONFORMING TO THE REQUIREMENTS OF CHAPTER 12:12 12"O.C. 3 3 3 �90 180 270 ( ) ' 32 235 WALL HEIGHT(FT) 4"INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT,"TABLE 402.1.2 PLUMBING& BATT INSULATION SHALL BE CUT NEATLY TO FITAROUIND m I 36 264 16"O.C. 3 3 3 120 240 360 8 10 AND THE REQUIREMENTS OF CHAPTER 11 OF THE R.C.N.YS. WIRING WIRING AND PLUMBING IN EXTERIOR WALLS,OR INSULATION THAT ON INSTALLATION READILY CONFORMS _ 5:12 12 69 THREE SECOND RAFTER 1,2,3,4 REQUIRED NUMBER OF 8d COMMON NASSAU /SUFFOLK COUNTY-CLIMATE ZONE#4 TO AVAILABLE SPACE SHALL EXTEND BEHIND PIPING AND 16 92 GUST WIND SPACING : NAILS or 10d BOX NAILS(TOENAILED) WIRING. ROOF SHEATHING ATTACHMENT REQUIREMENTS for WIND LOADS SPEED : REQUIRED IN EACH RAFTER AND/OR 20 115 CJ TO TOP PLATE CONNECTION VALUE VALUE SHOWER/TUB ON THE AIR BARRIER INSTALLED AT EXTERIOR WALLS EXTERIOR WALLS ADJACENT TO SHOWERS&TUBS SHALL COMPONENT REQUIRED PROVIDED EXTERIOR WALL ADJACENT TO SHOWERS&TUBS SHALL SEPARATE THEM BE INSULATED. NEW CONSTRUCTION: 24 138 SPECIFIC TO EXPOSURE "B" & "C" @ 120 MPH FASTEST WINDSPEED 120 MPH 12"O.C. 2 2 FROM THE SHOWERS&TUBS. TROPEANO RESIDENCE (DERIVED FROM WFCM TABLE 3.10- 2018 EDITION) 16"O.C. 3 3 28 161 FENESTRATION U= .32(MAX.) U= C=.4 X.) ELECTRICAL/ THE AIR BARRIER SHALL BE INSTALLED BEHIND 1740 INLET POND RD. 32 184 EDGE FIELD 12"O.C. 2 2 SHGC=.40(MAX.) SHGC=.40(MAX.) PHONE BOX ON ELECTRICAL OR COMMUNICATION BOXES OR AIR-SEALED • 130 MPH EXTERIOR WALL BOXES SHALL BE INSTALLED. GREENPORT, NY 11944 36 207 SHEATHING LOCATION : 1 RAFTER SPACING: MAXIMUM NAIL SPACING FOR 8d 16"O.C. 3 3 SKYLIGHT U= .55(MAX.) N/A COMMON NAILS or 10d BOX NAILS : SHGC=.40(MAX.) - SCTM#1000-33-03-19.7 6:12 12 63 1 PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.4 HVAC REGISTER HVAC REGISTER BOOTS THAT PENETRATE BUILDING 4' PERIMETER EDGE ZONE 12 6 12 2 WHEN C.J.ARE INSTALLED PARALLEL TO RAFTERS,THE SUM OF THE CEILING BELOWATTIC SPACE* R=49(MIN.)* R=38 BOOTS THERMAL ENVELOPE SHALL BE SEALED TO THE 16 85 SUBFLOOR OR DRYWALL, PROPOSED 16 6 12 TOENAILS IN THE RAFTER AND THE C.J. SHALL EQUAL OR EXCEED THE MIN CATHEDRAL CEILING** R=49 .) R=30** CODE COMPLIANCE 20 106 TABULATED NUMBER OF NAILS REQUIRED. ( CONCEALED WHEN REQUIRED TO BE SEALED,CONCEALED FIRE 24 127 INTERIOR ZONE 12 6 12 3 TO AVOID SPLITTING, NO MORE THAN 2 TOENAILS SHALL BE INSTALLED IN EXTERIOR WALL R=20(MIN.) R=21 SPRINKLERS SPRINKLERS SHALL ONLY BE SEALED IN A MANNER THAT INFORMATION & 16 6 12 EA. SIDE OF A RAFTER OF C.J.WHEN FASTENED TO A 2X4 TOP PLATE OR 3 (OR MIN R-13 CAVITY+ IS RECOMMENDED BY THE MANUFACTURER. CAULKING 28 148 R-5 CONTINUOUS) OR OTHER ADHESIVE SEALANTS SHALL NOT BE USED TO PLUMBING DIAGRAM TOENAILS IN EA. SIDE WHEN FASTENED TO A 2X6 TOP PLATE. 32 169 GABLE ENDWALL RAKE OR RAKE - 6 FILL VOIDS BETWEEN FIRE SPRINKLER COVER PLATES TRUSS WITH UP TO V RAKE O.H. 4 WHERE TOP PLATE-TO-RIDGE HEIGHTS EXCEED 10',THEY SHALL BE FRAME FLOOR R= 19(MIN.) R=30 AND WALLS OR CEILINGS. 36 190 ADJUSTED AS FOLLOWS: 1 03/18/2021 ISSUED FOR PERMIT 1 BASEMENT WALL(CAVITY INSULATION) R= 13(MIN.) N/A 2 04/22/2021 ADDED FENCE FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET 7:12-12-.12 12 62 ON EACH SIDE OF THE ROOF PEAK, THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT WALL HEIGHT 8' 10' BASEMENT WALL(CONT.INSULATION) R= 10(MIN.) N/A 16 82 REQUIREMENTS SHALL BE USED. TOP PLATE TO RIDGE HEIGHT(FT) ADJUSTMENT FACTOR 10' 1.00 1.00 SLAB PERIMETER(PERIM.INSULATION) R= 10(MIN.) NIA � 20 103 (MIN 24"DOWN) 24 123 15' 1 1.15 1.25 * R-38 INSULATION IS ALLOWED WHEN INSTALLED OVER 100%OF THE CEILING AREA& 28 144 WALL SHEATHING & CLADDING ATTACHMENT REQUIREMENTS for WIND LOADS 20' 1.40 1.50 EXTENDS UNCOMPRESSED OVER THE TOP OF THE WALL PLATE AT EAVES(R402.2.1). ** R-30 INSULATION IS ALLOWED WHERE THE ROOF/CEILING ASSEMBLY DOES NOT ALLOW 32 164 �� SUFFICIENT SPACE FOR THE REQ. INSULATION.THE REDUCTION OF INSULATION SHALL 36 185 SPECIFIC TO EXPOSURE B�� „& C„ @ 120 MPH FASTEST WINDSPEED BE LIMITED TO 500 S.F.OR 20%OF THE TOTAL INSULATED CEILING AREA,WHICHEVER (DERIVED FROM WFCM TABLE 3.11 - 2018 EDITION) WINDOW & DOOR HEADER SCHEDULE IS LESS(R402.2.2). (UNLESS OTHERWISE NOTED ON DRAWING) EDGE FIELD SHEATHING LOCATION : 1 STUD SPACING : MAXIMUM NAILS ort SPACING BOOR 8dNAILS : WIDTH OF HEADER SIZE: �ED ARC,y Drawn by MSV/EAM COMOPENING �5 R HOpp Project No. 201862 12 6 12 INTERIOR(2X4 WALL) EXTERIOR(2X4 WALL) EXTERIOR(2X6 WALL) �� P �`h M 4' PERIMETER EDGE ZONE Scale: AS NOTED 16 6 12 LESS THAN 3'-0" (2)2X8 (2)2X8 (3)2X6 Date: 07/28/2020 12 6 12 * a� 4 INTERIOR ZONE UP TO 4'-0" (2)2X10 (2)2X10 (3)2X8 16 6 12 (2 1-3/4"X 9-1/4" (2) 1-3/4"X 9-1/4" (3)1-3/4"X 7-1/4" 1 UP TO 6'-0" MICROLAMS MICROLAMS MICROLAMS FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNER,THE 4 FOOT PERIMETER EDGE ZONE 013763 (� ATTACHMENT REQUIREMENTS SHALL BE USED. UP TO 8'-0" (2)1-3/4"X 11-1/4" (2)1-3/4"X 11-1/4" (3) 1-3/4"X 9-1/4' NE� MICROLAMS MICROLAMS ICROLAMS UP TO 10'-0" ( 1-3/4"X 14" (2) 1-3/4"X 14" (3)1-3/4"X 11-1/4" ICROLAMS MICROLAMS MICROLAMS 1 2 A•7 q•7 i I 73'-6" 15'-6" Ilk 42'-6" 1 le15'-6" —————————————————————————————————— 1C. . ,. . .. . .. .' .. . ----------------------------------------------------------------------- CRAWL ----------------------------------------CRAWL SPACE VENT I PER CODE I I O COORDINATE WITBH S I PERGOLAPOST J----------? ----------------� 1 .... i O (BONE,DTL 5lA-8 Q 0/ d). "*, , . . 1 4 . . 1 I I CRAWL SPACE VENT , I I CRAWL SPACE I I PER CODE(TYP I ; ' 1 r .� r .� I I NEW 2"SCREED COAT u.o.N.)I I I STEP FOOTING AT I NEW UNEXCAVATED I I NEW PC FNDN. I STEP FOOTING AT I I �_ I I TYPICAL FOUNDATION CONSTRUCTION: n WALL AT 2:1 MAX., o NEW PC FNDN.WALL �' REINFORCING PITCHED 114 PER V-0-- DTL AT NEW PC FOOTING 8/A-8 I I i AT 2.1 MAX., I I AWAY FROM STRUCTURE IFNDN WALLAT I I (2)2 X 6 SILL PLATE W!SILL INSULATION&TERMITE SHIELD DTL 8/A-8 I '' I I I 2:1 MAX., I I 15"X 5/8"DIA,ANCHOR BOLTS @ 36"O.C.MAX SPACING,12"MAX FROM ti DTL 8/A-8 I I CORNERS I �, i I I I 1 I • ALL PC.FOUNDATION WALL REINFORCED W/(1)#5 REBAR TOP&BOTTOM OF I I I I I I I i WALL. F I I ` I •P.C.FOUNDATION WALLS(THICKNESS PER PLANS)W/#5 REBAR TOP& BOTTOM TO BEAR ON PC KEYED FOOTINGS W/(2)#5 REBAR AT BOTTOM. I I _ I I I I � I I FOOTING SHALL BE 16"X 8"@ 8"WALLS,20"X 10"@ 10"WALLS, I I C0 I .- I &BEAR ON VIRGIN SOIL. FOOTINGS SHALL BEAR ON VIRGIN SOIL. STEP @ 1:2 MAX AS REQ'D @ CHANGES IN ELEVATION. 1 13'-10" 1 42'-6" 111 10" 13'-10" I 10 I • CONC.WASH @ TOP OF FOOTING&4"DIAM.PERFORATED DRAIN TILE W/ 10" T-0" - I 34"x 24"ACCESS OPENING I ,a I I I I I FILTER FABRIC @ PERIMETER PIPED TO DRYWELL r '"' TO CRAWL SPACE @ 66"A.F.F. r 1 1 CONCRETE EGRESS AREAWAY _ `� OF BASEMENT - DAMPPROOFING TO EXTEND FROM FACE OF FOOTING TO 4"ABOVE GRADE •9 S.F.MIN.AREA NE VAPOR BARRIER& -, — --------- I I B X6 1 ON 6MM POLYETHYLENE 36"MIN.HORIZONTAL WIDTH AND DEPTH �; � ", � � ". �� � � o � a � Zj i-------- ---_---------� I 6"WELL COMPACTED GRAVE BASE AT CRAWL SPACE •LADDER:PERMANENTLY AFFIXED,12 MIN. _ _ 1 LINE __ __ ------ -------------------0— OF • GARAGE TO HAVE 6"P.C.SLAB W/4X4W4.OX4.OWWMONIOMM WIDTH,3"MIN.PROJECTION,RUNG SPACING -------------------- -- ---- ----- — -------------------------- - I L I I I r m ABOVE(TYP) POLYETHYLENE VAPOR VAPOR BARRIER&6"WELL COMPACTED RCA BASE. 18"MAX. 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I ?' I I FLUSH TRIMMERS @ I N I ' I I UNEXCAVATED I I STAIR OPENING a 24"X 24"X 12"P C. N I I 6„P.C.SLAB W/4X4 I '. I I I ------------------------ ------------------- --i �_..; F-------- -- FOOTING W/ 5 #5 '-. s ''�> W4 0X4.0 WWM ON 10MM I I / F POLYETHYLENE VAPOR I - - — - — - :. . . ✓a r . ----} REBAR @ BOTTOM N 4 - - - - y , I VAPOR BARRIER&6”WELL I . .. I COMPACTED RCA BASE I 1 1 I r---- -------------------- -- _ _ ---- • PITCH SLAB TOWARD --------- � --1- �NEWW8X21 I --.._I ----BEAM POCKET I I .j' / ,�....:.: ��, , r 1 b I I INEWW8X21 I I II �. o GARAGE DOOR @ MIN.1/8" DROPPED STEEL I DROPPED STEEL AS REQ'D(TYP) I I /_ / GIRDER r�..%.: r. 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IF =_ MANUFACTURER'S NIFF Lu FLAT CLG C14 AT EACH STRUCTURAL POST CL = CO x @ 9'-0"AFF PER R 0 ETAI L 6/A9(TYP.) INSTRUCTIONS EADER PER c'?LL 9 FOYER 1!'l "1 11 1 #11 17 Oa SCHEDULE (TYP U.O.N. (3)1.3/4"X 11.7/8" _VL FLUSH \V 5/8'TYPE-X'MOLDTOUGI- GYPSUM BOARD @ GARAGE a. WALLS&CEILING u) 00 5'-0"WIDE 5 WIDE 5'-0"WIDE 51-0"WIDE is -0 It 5'-6"PI c? 0-0 ZD U W1 5'-6"P TURE W/ 5'-6"PICTURE W 5'-6"PICTURE W/ 7- -T- 2*6" 11 G BELOW 2'-6"FIX .BES 2'-6"FIXED BELOW 2'-6"AWNING BEL rco ��D _Zm A 2x8 F.J. 16"O.C. INTERNAL DOWNSPOUT ;n Lu co K E ui W co Ed FROM 2ND FLOOR 7_1 14 0 9 z 3'-6"X T-0" - TERRACE PIPED TO <uJ VAN., 4,uJ 11.7/8"TJI-230 F.J.@ 16"O.C. ENTRY DOOR W/ 0 * - k i DRYWELLS(TYP) d x It 1 0 i ui - — — — — I ir- 3'-6"TEMP.GL. 14'-6" to U) SIDELITES cm 9 01-01, Q z Li 1 I 0 OD x • 0 0� C� <4 zo 9 COVERED C? BEDROOM #1 1,W x 5 — FLAT CLG ui -0'-11/2" TRY @ 9'-0"AFF .31 im 0 S LE NEW CONSTRUCTION: (TYP U. TROPEANO RESIDENCE HEADER PEI�SCHEDULE ————— ——— - — - — - — - — - — - — - - — - D RD. (0 8'-0"X 9'-0"GARAGE DOOR •X 0 GREENPORT, NY 11944 -0— CONC.APRON ► PICTURE 7'-9" 71-9" 91-01, 21-11. 6'-9" 6-11 3/4" 6-11 3/4" 6-11 3/4" 6-8 3/4" T-9" T-9" SCTM#1000-33-03-19.7 26'-7' 31'-5" 15'-6" e- co 73'-6" 71 a- PROPOSED NOTE: 1ST FLOOR PLAN AT ALL PATIOS,WATERPROOF MEMBRANE SHALL EXTEND 24" 1 VERTICALLY ONTO ADJACENT WALLS TO PROTECT WOOD FRAMING(TYP) 1 03/18/2021 ISSUED FOR PERMIT 2 04/22/2021 ADDED FENCE p • F-D ARC Drawn by MSV/EAM H HOpp Project No. 201862 41 11�_' Scale: AS NOTED 1 ST FLOOR PLAN Date: 07/28/2020 SCALE: 1/4" V-131" Q '0" 3'-'3"'>' 6' u -0 SI CFM 1 1 Q R W1 T GLAS N DO & ENCLOS ihC ,Ds�almo' GREA A 2'- 01 7 N A•5 1 2 2 A•7 A•7 ( f E, 73'-6" 58'-0" 15'_6„ LINE OF R OM BELOW I 17'-10" 10'-8 1/2" 01 5'-5 1/4" 11'-1" 5'-6 1/2" 7'-4 3/4" T-8" 8'-2" 3'-B" I2'-6"X 2'-6" 2'-6"X 2'-6" AWNING I AWNING TEMP. 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I � ` :... :. ,x:::..;:..,,, . 1111 I :' . •---------- ----�--� _-'_�-- --- - - - - - - - -- ---�- ---__ --- - ----- ------------- - - , : ®,a; NEW CONSTRUCTION' I FIRST FLOOR WIND W O HEAD HEIGHT TYP . . TROPEANO RESIDENCE . . . . :. . ` ,' = 1740 INLET POND RD. , • :'' :. :1111 :: ,: , . ;11.11;'. w .. . . .,. - :. :...1111. . . 1944 . . .. _ G ORT, NY :.. . , . REENP z SCTM#1000 33 03 19.7 1 . i `:. ; J . - , .. .. . . . .: U .. , ' : . . PROPOSED . 1. . 1 : I ELEVA - : ::.:; .';`:: : TIONS ,I. .---------- -- - - - -- - ---- ---- -^�- ---- _- --,�-_ _--------_---I ---- --*- ---- ---------- FIRST FLOOR- - 1- 0,-0„ ,'., '1111. : .'.... . ... . . .. .. . , {. 1 . :.,v:._M,:._,_.�_._.__._.......:_..,�..:..:_.:,.-: _1111... ._:...::.:.:..:.:.::...::.:..::: L.::,,:..._......,:,..........::_..:...,.:....::, .:1....I...:....:- _...._............_...... ...._......................_..1-11.,,....._............_.......,.............._.....^..,,,_..................,....,....................-............._......................_....................................I............. ,.,.......:..,.:....,..........._....................-...........................__..........._........ 1111. ' . ....1.:: `. ._ `::'. .; ':: . . 1 03/18/2021 ISSUED FOR PERMIT 1111}.:..'. 1111 GRADE __, 2 04/22/2021 ADDED FENCE I I III I 11 I Ij I EGRESS WINDOW I I I I I��I II I�I I I AND P.C.WINDOW I I III 1 II_ j III WELL PER NYS I I I III�_=I-= III I CODE �II� �1 ill I I •---------- I -----J--_III L-I 1 I --------------- ------- I CRAWLSPACE r=_____________� ( it F-4==il -- I r---------------------5�-__---------=5=0 - L-----------� L- I 1ii1 11 1111 I J L--, L__, I IIIA =-_''11 I J --J L--J I ----- I I �-- r I I L I __ L I I I j--J r--J r--1 -- _ __ --a ----------------------------L--� -- 1-- 1=== L-------------r-- r--J ------ BASEMENT L----I ' ---------------i----------------------------1--J ��RED ARcy Drawn by MSV/EAM ��9 P4 R HOpp ��� Project No. 201862 %-,,5--- ,7 _ Scale: AS NOTED I .� e Date: 07/28/2020 * e I ' --_- !z!l , 1,i,..._ . .,N , Nom ..:- �> �. �- ., >._,. 013763 y0Q- 2 EAST ELEVATION LEFT SIDE N�� - . I . A 6 SCALE: 1/4 = 1 -0 II II ALUMINUM FLASHING @ 11 ROOF/WALL I I I I A•8 CONTINUOUS RIDGE VENTS(TYP) INTERSECTION(TYP) RIDGE HEIGHT ---------------- -- - -- ----------- 26 6- ---------------- ----------- i i < I� ..........,._............ ICE&WATER SHIELD @ ............. .. ...... ............ ................ ............... ............_. ........... EAVES&VALLEYS MIN. 7-0"IN EACH DIRECTION (TYP) 12 �Q� .........................................I.................... RRA 12 ...:::, _.....:�� Q� ... C.T.@ 16 O.C.(TYP @ NON- < 2X6 q y 2X6 C.T.@ 16"O.C.(TYP @ ........ 9+/-�� NON- BEARING RIDGE AREAS) - ..... ....... ARIRIDGE AREAS) ...... ATTIC ................. ..;...... ::........... . .....:.: .......... .:;,....;.. ............................. .. . _.._. _....... ... 18 10 �— ATT ............. ................... I I I _ c /� �\ t'Y i..Y. 'r. f''` t VIN,1 CJ PER PLAN ; .t .... .............................. ........ /1.QS ..... ......... ................ .... ........ .,..-----.. ..... - -....... t .::........ f;, - ... ':•:r: t Y 4,:�: ..... .. --- h Wit.. .q.. ..h,. — ..:.....:... ........_ ._.... ... ......._. ... ....... : : ... ... ... ...... ..... _w ...................:..: } {t,r i.,,(, ! C. .P RPLAN !_ ...._...................... 'a-- 11 t, f t� \ ....... - --- },yf^: 4�„`., �Yj� ly f;. .__ _C —.—,-wr .. fi — SL'f V I y SECOND FLOOR PLATEC.J.PER PLAN ---------------- �. . ,«. _... ... _- -... .. . ..... ..w. - --- - - ------------ - ............. PER PLAN - - '-43/4” i 38 BATT I < r sr R-21 BATT INSUL.@ J € EXTERIOR WALLS,R-113 ATTICS(TYP) w £I PRIVATE NSUL I INTERIOR WALLS B/T / i = ! ) -� a: j'(I TERRACE t I HEATED&UNHEATEDI I I ' SPACE(TYP) r' J W.I.C. I' HALL MASTER CATWALK 1 I 1 I 6 RAILING PER I I BEDROOM �p CODE o �I` E £ BUILT IN SHELVING <., I I n I @ 36"HIGH PER WINDOW&DOOR M RAILING CODE \ _ SECOND FLOOR --- I I' _ yr---- a -,., ( RIM,TBD_ ------- _- 3 1 £ n I I I i oo' 10_0„ \\ INTERIOR(TYP) I I I __ _ _ TERRACE FLOOR -------------------- Vic- _- ________ ___ Y 2-16d COMMON NAILS @ FIRST FLOOR EXTERIOR 16"O.C.FOR FULL SIMPSON HDQ8 OR LENGTH OF STUD SIMPSON PHD6 311 5 4.,THERE MM=FQ0(0R F AMING SHALL BE A LANDING2-16d COMMON UUUUUU (2)2X6 MCA SILL W/COPPER TERMITE SHIELD& NAILS @ 16"O.C. PHDS AT THE TOP AND BOTTOM OF EACH SILL SEALER PREDEFLECTED STAIRWAY THE WIDTH HOLD DOWN OF EACH LANDING (✓ NOTE: 0 5/8"DIA.GALV.STEEL ANCHOR BOLTS W/3"X3" PHDS Lj BASEMENT SHALL NOT BE LESS �y PROVIDE STAIRWAY ILLUMINATION AS WASHERS 23"O.C.MAX.,V-0"FROM CORNERS.7" PREDEFLECTED THAN THE STAIRWAY �':.��' @ '9� REQUIRED PER NYS RESIDENTIAL CODE, MIN.EMBEDMENT RO SECTION R303.6 ',PI.' GRADE EVERY LANDING SHALL THEPASSA�eoFAA Q� HOLD DOWN enwsreas sHnu BE OR DOOR SERVED Pa II HAVEAMINIMUM DAMEEERSPHERE DIMENSION OF 36" MEASURED IN THE 1/2"PREMOULDED EXPANSION JOINT o DIRECTION OF TRAVEL, 10"REINFORCED P.C.FOUNDATION WALL W/DAMPROOFING 1/2"DIA.ANCHOR 6"P.C.SLAB W/6"X6"10/10 W.W.M. REINFORCING OVER 6 MIL POLYETHYLENE �' #5 BAR @ TOP&BOTTOM OF WALL CNW BOLTS ; . V.B.&6"COMPACTED GRAVEL +. NUT BLOCKING @ 1 DEEP X 20 WIDE REINFORCED KEYED P.C.FOOTING ENDWALL TYPICAL CORNER TIE- TYPICAL CORNER TIE-DOWN ,y•�' (2)#5 BARS DOWN PLAN DETAIL SECTION DETAIL 0LU 0 09':.1 i,r•6i:/ �''��,.'„ NTS NTS ✓ lea. / / y/,% ci, : raar ELIO F1-QQ �H�C70� B' mw VIRGIN SOIL,4000 PSF BEARING CAPACITY (0_- 2 o a z 0 o �O0zm ae mr:g TYPICAL 10" FOUNDATION DETAIL (cD BASEMENT HOLD DOWN CONNECTION 6 JaZ= Nf TS) (NTS) 'CL 0 3�5�3 w UfN= 2yw.w.Q _ zaw�� �_�v�a0o PER SECTION R31122 RCNY, x�Fz� Z~wag< mm z CONCRETE WATERPROOFING ENCLOSED ACCESSIBLE SPACE w w�o w w =x_. �Ox MEMBRANE PER SPECS UNDER STAIRS SHALL HAVE ��v)z� FOUNDATION WALL r-0(TYP) 2'-0"MIN WALLS,UNDER STAIR SURFACE TYPICAL EXTERIOR — STUD-TO-RIM JOIST CONNECTION: DRAINAGE MATAPPLIED '� #5 BARS(TYP.) AND ANY SOFFITS PROTECTED STUD WALL •MSTA15 STRAP TIE(EACH STUD)W/ ON THE ENCLOSED SIDE W/ 12-10d NAILS OVER WATERPROOFING. 1/2"GYPSUM BOARD -OR- CONTINUE OVER TOP OF RIM JOIST •MTS16 TWIST STRAP(EACH STUD)W/ ; FOOTING(GRAVEL FILL W/ 14-1Od NAILS •e FILTER FABRIC MAY BE USED ` IN PLACE OF MAT) EXPANSION JOINT WI PREMOULDED FILLER SLOPE W/MORTAR OR • L •q ' ' } AND SEALANT NON BIODEGRADABLE < § _ RIM JOIST-TO-SILL CONNECTION: "'' _ •LTP4 FRAMING PLATE�>16"O.C.W/ CANT TRIP m _ 1/4NOSING �' 9"MINIMUM DEPTH 3/4" . . �:.: $ �.: 3'-p„MINIMUM 12-8d NAILS _^ ;';✓•- _ j:,.., ,. PROTECT TOP OF TILE SILL-TO-FOUNDATION CONNECTION: .P '' %s:" -✓%.;.:' ".:.:•:,'•• ..:.z W1 FILTER FABRIC kJ = _ _ �':,:�'.':::,:•: .::,::,:;:::::.; :y.' x A, / DOUBLE SILL PLATE — •5/8"DIA.ANCHOR BOLT,NUT&WASHER @ ;i' j/�Mf/. ;•:;:'• =IIIII=IIIII=IIII _ w � _ _ :. . . 36"O.C. 7”MINIMUM EMBEDMENT. . ..,...-�... UNDISTURBED SOIL(TYP.) -I I I I I=I I I I I=I III '• "� FOUNDATION I I ( IIII IIII =IIIIIEHII=IIIII B NOTE:FOR 2-STORY HOUSES WI ROOF III III I IIII _IIIII-IIIII=I III I. STAIR DETAIL - A'-A' TYPICAL STAIR SECTION PITCH GREATER THAN 7/12,ANCHOR N.T.S. N.T.S. BOLTS MUST SPACED 23"O.C. p$MIN a"crrPl r-rI vaI 4"MIN.DIA.PERFORATED DRAIN PIPE LEADS TO DRYWELL. NOTE:INVERT OF TILE SHOULD NOT BE ABOVE SLAB ELEVATION. MINIMUM HEADROOM PORCHES ISED WALL-TO-FOUNDATION CONNECTION (A) TYP. FDN. WATERPROOFING & DRAINAGE STEPPED FOOTING DETAIL FLOOR SURFACES NLOCATEDIES OR AMORE 8 THAN 30 INCHES ABOVE THE FLOOR (NTS) (NTS) 7 (NTS) OR GRADE BELOW SHALL HAVE -- GUARDS NOT LESS THAN 36 INCHES IN HEIGHT. OPEN SIDES OF STAIRS STAIRWAYS SHALL NOT BE LESS THAN WITH ATOTAL RISE OF MORE THAN 30 36"IN CLEAR WIDTH ATALL POINTS INCHES ABOVE THE FLOOR OR O ABOVE THE PERMITTED HANDRAIL i- GRADE BELOW SHALL HAVE GUARDS 1'-8"LAP(TYP') x NOT LESS THAN 34"IN HEIGHT STUD-TO-RIM JOIST CONNECTION: JACK STUD-TO-HEADER -- a _._3'-O" HEIGHTAND BELOW THE REQUIRED MINIMUM TYPICAL EXTERIOR — CONNECTION: w HEADROOM HEIGHT. = MEASURED VERTICALLY FROM THE NOSING OF THE TREADS. STUD WALL •MSTA15 STRAP TIE(EACH STUD)W/ •LSTA21 METAL STRAP W/ x D 12-10d NAILS •... . ..... ... .�.,.; ... _. .,.;�_ .... .. .,- ........... .. � D OR- 16-10d NAILS HANDRAILS SHALL BE - ALL REQUIRED RIM JOIST •MTS12 TWIST STRAP(EACH STUD)W/ (for 11 1/4"header) .:' ;• . �•- '• OUTSIDE CORNER z TYPE,1 OR TYPE 2AS DEFINIED BY F REINFORCING TOMATCH 14-10d NAILS OR - 2 SECTION R311 5 6 3,OR PROVIDE JACK-TO-KING •LSTA18 W/14-10d NAILS(for T EQUIVALENT GRASPABILITY ,,. HORIZONTAL BARS(TYP.) � PORCH/BALCONYI STUD: 9 1/4"header) HANDRAIL HEIGHT,MEASUREDABOVE RAISED FLOOR SURFACE •FACE NAIL 2-16d .: STAIR TREAD NOSINGS,SHALL BE COMMON NAILS @ NOTE:FOR SPANS GREATER 1'-0" TY ,'":..`:; 21/4" 1'-1 1/2" 21/4" NOT LESS THAN 34"AND NOT MORE z MAX MIN MAX THAN 38" NOTE: DO NOT INSTALL ONE 12"O.C. THAN 4'-0",USE(2)METAL � STRAPS AT EACH END OF a HANDRAILS SHALL NOT PROJECT MORE CONTINUOUS STRAP TO CONNECT w UPPER AND LOWER STUDS HEADER THAN 4 5 INCHES ON EITHER SIDE OF o THE STAIRWAYAND THE MINIMUM CLEAR DOUBLE TOP PLATE - TYPICAL WIDTH OF THE STAIRWAY ATAND BELOW O STUD-TO-PLATE/ FOUNDATION WALL THE HANDRAIL HEIGHT,INCLUDING v TREADS AND LANDINGS,SHALL NOT BELESS GRADE/FLOOR BELOW 31 5 INCHES WHEREA FOUNDATION REBAR PER HANDRAIL NIS INSTALLED ON ONE SIDE TYPICAL EXTERIOR — CONNECTION: FOUNDATION DETAILS AND 27 INCHES WHERE STUD WALL �ti •HTT22 w/32-16d m PROVIDED ON BOTH SIDES NDRAILS ARE SINKERS INTO STUD,5/8" ANCHOR BOLT U "tn STAIR ELEVATION - B'-B' GUARD REQUIREMENTS f N.T.S. KIS. TYPICAL CODE REQUIREMENTS FOR STAIRWAYS, WALL-TO-WALL CONNECTION 3 HEADER CONNECTION CORNER BAR DETAIL HANDRAILS & GUARDRAILS - R311 - R312 15 (NTS) (NTS) �$� NTS TOP PLATES @ EXTERIOR WALL WOOD ROOF RAFTER — RAFTER-TO-STUD CONNECTION (WHERE RAFTERS&STUDS ALIGN): RIDGE •MTS12 TWIST STRAP(EACH RAFTER)W/ 3/4"0 BOLTS(TYP) 14-10d NAILS(7 EACH @ RAFTER&STUD) SIMPSON CS-20X 18" -OR- MIN,NAILING PER HIP RAFTER AREAS WHERE •USP RT10 RAFTER TIE(EACH RAFTER) SCHEDULE O RAFTERS&STUDS DO W/ 6-8d NAILS INTO RAFTER, ROOF RAFTER j% NOT ALIGN: 6-8d NAILS INTO STUD, NOTE: TOP PLATE SEE PLAN 8-8d NAILS INTO DOUBLE PLATE MINIMUM(10)10d NAILS SECTION B-B FOR SIZE RAFTER-TO-PLATE CONNECTION: •H10A W/18-10d NAILS 9 EACH RAFTEt�' (5 INTO EACH RAFTER) /000 ( @ NOTE:SIMPSON H2 NOT ACCEPTABLE 5 &PLATE) SUBSTITUTE 1.1/4"20GATWIST ST I I ( ) ROOF RAFTERS @EACH SIDE OF HIP SEE TYPICAL 5/16" BP 10"x /8'x 6" 4 3/4"0 BOLTS PLATE-TO-STUD CONNECTION: PER FLOOR PLAN RAFTER,(10)-10d ROOF-TO-WALL DETAIL •H6 W/16-8d NAILS(8 EACH @ PLATE& FASTENERS(5 INTO 5/16" e; STUD) RAFTER,5INTO WALL SIMPSON TIE#HCP4HIP NOTES: STUD BELOW CORNER PLATE CONNECTOR 1 DETAIL SIMILAR FOR INTERMEDIATE COLUMN " ALL HIP/CORNEF POST DOUBLE TOP PLATE HIP RAFTER @ CONDITION AND FOR COLUMN BEARING ON BEAM CONDITIONS CONDITION. WOOD STUD CORNER POST - -'' B B IF CORNER HOLD DOV1'N AS 1_0 INDICATED ON SHEAR WALL DIAGRAMS 2 8 2 P C.SLAB O 5/16" '/4'0 ANCHOR AK ROOF-TO-WALL CONNE=CTION 00 4 RIDGE/RAFTER CONNECTION 11 STRAPPING DETAIL IW HIP ROOFS ,12 0 = BOLT TOBE PLACED PRIOR e' (NTS) (NTS) {NTS) TO POUR(TYP) 1" O O NON-SHRINK i ` GROUT " w Z STU1/2 BEARING PLATE — 5/16" o 0 3/4"OANCHOR w C7 2-AC4(FOR 4X4 POST)W/12-16d NAILS INT °0 0 •o STRUCTURAL BEAM WOOD BEAM STD.STEEL BOLTS. I w J 0 BEAM,8-16d NAILS INTO POST FLUSH CONNECTION COLUMN 2X FLOOR JOIST Io 2-AC4(FOR 6X6 POST)W/12-16d NAILS INTO • • PER FLOOR PLAN (IO P.C. .....,,............. .........a..,.......-, ,...4.: I - MIN.DOUBLE 2X HEADER BEAM,8-16d NAILS INTO POST o ° 0 � �1 BASE B.P 12"X 12" FOOTING ' - i SIMPSON LUS PLATE NOTE: ELEVATION HANGER OR EQUAL EXPANSION ANCHORS MAY BE USED IN LIEU OF CAST IN PLACE ANCHORS. USE 3/4"HILT]ANCHORS(MIN.6" 1/2"THREADED ROD EMBEDMENT) CONCRETE TO BE CURED PRIOR TO NEW CONSTRUCTION: REQUIRED FOR STU1/2 '' o INSTALLING EXPANSION ANCHORS. T RO P EA N O RESIDENCE. A3U44(FOR 4X4 POST)W/5/8"EMBEDDED � SIMPSON FACE-MOUNT U TYPICAL STEEL COLUMN DETAILS 1740 INLET POND RD. CNW COUPLER NUT ANCHOR,12-16d NAILS INTO POST ® o HUC3511 FACE-MOUNT SCALE.NTS16 ABU44(FOR 6X6 POST)W/5/8"EMBEDDED CONNECTOR 1/2"ANCHOR BOLT W/MIN.6" ANCHOR,12-16d NAILS INTO POST •16-16d Nails into Face GREENPORT, NY 11944 •®' •6-10dx 1-1/2"Nails into SCTM#1000-33-03-19.7 EMBEDMENT,6 3/8"CLEARANCE TO WOOD-1 JOIST o EDGE OF CONCRETE Joist o Provides 850 lbs uplift ' resistance 2X8 JOISTS: LUS26 18 GA 4-10d @ HEADER 4-1 Od @ JOIST 2X6 WOOD STUD P.C.PIER,FOUNDATION OR SLAB ;; ;. 2X10 JOISTS: LUS26 18GA 6-10d @ HEADER 4-1Od @JOIST EXTERIOR WALL(TYP.) _ 2X12JOISTS: LUS21018GA 8-10d@HEADER 4-10d@JOIST ry PROPOSED HOLLOW COLUMN +'cf '• EXTERIOR WALL SHEATHING(TYP.) BOTTOM PLATE(TYP.) LATERAL STABILITY(2.3.1.4): WHERE THE NOMINAL CONSTRUCTION DETAILS d SOLID POST ti;•.,ob• :. DEPTH-TO-THICKNESS RATIO OF JOISTS EXCEEDS 6,THE •,h•, q: :ti` NOTE:USE APPLICABLE HANGERS @DOUBLE,TRIPLE PLYWD.SUBFLR.(TYP.) JOISTS SHALL BE BRACED FOR LATERAL STABILITY. &QUADRUPLE JOISTS AS REQUIRED(XXX-2,XXX-3,ETC) UPLIFT PROVIDED=1,295 LBS.: SIMPSON GALVANIZED LSTA24 STRAP AT EACH FLOOR JOISTS AS PER END RESTRAINT(WFCM 2.3.1.3): PROVIDE RESTRAINT STUD FOR CONNECTION BETWEEN FIRST DWGS.(TYP) AGAINSTTWISTING AT END OF EACH FLOOR JOIST BY COLUMN UPLIFT CONNECTIONS 5 WOOD-1 ROOF JOIST-TO-HDR-CON. 13 JOIST-TO-BEAM FLUSH CONNECTION 14 FLOOR AND SECOND FLOOR,INSTALL WITH(18) FASTENING TOA FULL HEIGHT RIM BOARD,BAND JOIST, (NTS) (NTS) (NTS) 10d FASTENERS,HALF AT EACH END OF STRAP HEADER,OR OTHER MEMBER,OR BY USING BLOCKING (TYP.) BETWEEN FLOOR JOIST ENDS.FASTENERS FOR END 1 03/18/2021 ISSUED FOR PERMIT RESTRAINT SHALL BE CAPABLE OF RESISTING A 300 INCH-LB. 2 04/22/2021 ADDED FENCE TWISTING MOMENT. UPLIFT PROVIDED=1,000 LBS.: SIMPSON GALVANIZED MTS20 TWIST STRAP AT EACH FLOOR JOIST FOR CONNECTION BETWEEN FLOOR AND WALL STUD,WRAP OVER TOP OF FLOOR JOIST,INSTALL WITH(14)1 O FASTENERS,HALF ON EACH END OF THE STRAP(TYP.) DOUBLE TOP 2X6 WD.STUD PLATE(TYP.) EXTERIOR WALL(TYP.) TYPICAL FLOOR TO FLOOR CONNECTION W/ CANTILEVER @ SECOND FLOOR 1 T (NTS) GRED ARc Drawn by MSV/EAM R HOpp��/� Project No. 201862 � Scale: AS NOTED Date: 07/28/2020 4 "' Nom '. ,'. "9 413763 ^` y0 .: IN