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Home My WebLink About50126-Z *of SO&jy°�o Town of Southold * * P.O. Box 1179 ,oZ 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 47010 Date: 04/30/2026 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 1805 Laurel Way Mattituck, NY 11952 Sec/Block/Lot: 121.4-24 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 09/25/2023 Pursuant to which Building Permit No. 50126 and dated: 12/13/2023 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 a finished basement (with a bathroom), front covered porch, and raised rear deck as applied for. 1 The certificate is issued to: Daniel Ferrara , Jamie Schwartz Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-21-3011 4/27/2026 ELECTRICAL CERTIFICATE: 50126 10/11/2024 PLUMBERS CERTIFICATION: Alexander Aguilar 1/4/2025 A tho ' d S' ature ufFol� TOWN OF SOUTHOLD BUILDING DEPARTMENT y 2 TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 50126 Date: 12/13/2023 Permission is hereby granted to: Ferrara, Daniel 3103 Fox Hill Dr Baiting Hollow, NY 11933 To: Construct a new single-family dwelling with a HVAC system as applied for as per Trustees, DEC and SCHD approvals. At premises located at: 1805 Laurel Way, Mattituck SCTM # 473889 Sec/Block/Lot# 121.4-24 Pursuant to application dated 9/26/2023 and approved by the Building Inspector. To expire on 6113/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,270.00 CO-NEW DWELLING $100.00 Total: $2,370.00 Building Inspector *pE SO(/r�,ol Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 a� sean.devlina-town.southold.ny.us Southold,NY 11971-0959 OIyCQU�,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Daniel Ferrara Address: 1805 Laurel Way city,Mattituck st: NY zip:. 11952 Building Permit#: 50126 section: 121 Block: 4 Lot: 24 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: LUT Electric LLC License No: 61752ME 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 INVENTORY Service 1 ph Heat Duplec Recpt 43 Ceiling Fixtures 1 Bath Exhaust Fan 5 Service 3 ph Hot Water Gas GFCI Recpt 9 Wall Fixtures 8 Smoke Detectors 5 Main Panel A/C Condenser 2 Single Recpt Recessed Fixtures 47 CO Detectors Sub Panel A/C Blower 2 Range Recpt Gas Ceiling Fan 4 Combo Smoke/CO 3 Transfer Switch UC Lights Dryer Recpt G2S Emergency Strobe Heat Detectors Disconnect Switches 55 4'LED Exit Fixtures Sump Pump 11 Other Equipment: Fridge, Mini Fridge, Oven, DW, Hood, 200A Panel 40 Circuit / 38 Used (6)ARC 115 (2)Combo 120 & (2) ARC Fault 120 Breakers Notes: Two Story w/ Half of Basement Finished Inspector Signature: Date: October 11, 2024 Copy ? � ?�?_6 , Town Hall Annex FEB Telephone(631)765-1802 54375 Main Road P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: /—&V Building Permit No. /,-2 C, Owner: aw'r:�I=Legk C' —:?� (Please print) Plumber: A& t//✓ (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1%lead. (Plumbers Signatam) Sworn to before me this y day of A&vu 20AU Notary Public, 5:,&P- County 1RUfAIG 1VIAfdtlEl,CAi1flPOS NOTARY PUBLIC,STATE OF NEW YORK N0. 01 CA0014993 QUALIFIED IN SUFFOLK COUNTY MY commissioN EXPIRES OCTOBER 26,20 7 1 pF SOUlyolo TOWN OF SOUTHOLD BUILDING DEPT. `ycouK►v,��`' 631-765-1802 INSPECTION [ FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: o v on ?Na-��s ��-• ��L- A �A,-4-up IQ��a i2 . ZoC ion 5 v,e v� ��e.�¢•Q ,o�o/L 70 DATE - a INSPECTOR Sofia� ho�aa SO(/lh,°lo # # TOWN OF SOUTHOLD BUILDING DEPT. coulm, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [. ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: d9,1W,pl.t4 ' oyte-al[� Dlb. DATE INSPECTOR rg SOUTyO SQL # TOWN OF SOUTHOLD BUILDING DEPT. °`ycouun N�' 631.765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [vFRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLA TION [ ] PRE C/O [ ] RENTAL REMARKS: S s o vi: q d "r, 8 - A-S DATE 'o? •02 INSPECTOR *pFSOUly�lo ---- # # TOWN OF SOUTHOLD BUILDING DEPT. °`ycouHn��' 631-765-1802 ' INSPECTION [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FO NDATION 2ND [ ] INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: !ruvKk,v4D 0 (-. Ou0,;nKp� , -o r I s 1-o,c. 4�A ue.. DATE INSPECTOR o��OF 50UTyo L� � l * # Z�WN OF'SOUTHOLD BUILDING DEPT. couto, 631-765-1802 INSPECTION [ ] .FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: At G - ;Y�t j 2 44A Ve VC14 //I [FAC DATE /S INSPECTOR OF SOUlyolo 50/t* TOWN OF SOUTHOLD BUILDING DEPT. orm��'' 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. . ] FOUNDATION 2ND [ W/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: lid -eI , 4-" `vk 0ji GtA2&e_.5 aA 1--T 19 .L 00 o►V� 5 yc aA( UP,re_l mg . 4v L) 64,1_,dt, u A �,l I 00V �ECSAa 5 e w tX_91 s. P"Vat loavm 0AvkVJ5 Jt G " 6iowtr— joge, �e,,4 (/J,% Ij 6& lltL,,td erz4alz, 4V 4�w, . (�yU1. 12{�. � or2 �✓��_ �a2- -� I r1,5,��1 i __ DATE ANSPECTOR * # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 I N-SPECTION - ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG.' [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY - [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ . ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL R ARKS: ® VV _ 4A , Li- o 1 e � e� . 0 .. A 11 A Pn 1 C 4- DATE 7 2, INSPECTOR of SOUIy�� # # TOWN 'OF.SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION �O l [ ] FOUNDATION 1ST/ REBAR [ ] . ROUGH'PLBG. [ ] FOUNDATION 2ND [ ] ULATION/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 REMARK V 1(c s �` NY ww� 0( U vl a fit V wwr(/ SvV rnK L om a� �.. DATE q (P1 INSPECTOR .. �pF SOGTyoI# f l' ` TJIL --- TOWN OF SOUTHOLD BDIN D�PT. . 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]. RENTAL REMARKS: I�JA-L, DATE INSPECTOR C ` *Disclaimer* . . For Manual J, ,D ?�& 59 2 8 2026 Home Energy Solutions, Inc. The heating&cooling load calculations (Manual-J), equipment selection (Manual-S), and duct design (Manual-D) supplied by Home Energy Solutions are based on plans. Any deviations from the approved drawing such as thermal boundary/window selection/air infiltration or duct leakage will have a negative impact on the proposed heating and cooling load defined here. If it is determined by installing mechanical professional that the proposed pathway is now blocked, an alternative path may be taken if it has no impact to the air flow required for each affected room. This includes but is not limited to the design of the house, quality of insulation, quality of duct sealing, &air infiltration. Please do not exceed more than 15%of the recommended tonnage on the report for conventional equipment and 20%for geothermal heat pumps. ***The load calculation square foot areas include all habitable square foot areas and all open to below square foot areas. This is for the sole purpose of accurately modeling the heat loss/gain of the entire building structure (ceiling areas, wall areas, and perimeter slabs). Therefore, the load calculation square feet may exceed the reported building square feet stated on the architectural plans. *** Glenn LaMay Home Energy Solutions, Inc. 631-673-0664 i wrightsaft° Load Short Form Date: 917/2 23 Job: 1805 Laurel Way Entire House By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington;NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: 1805 Laurel Way, Laurel, NY 11948 Design Information Htg Clg Infiltration Outside db(°F) 8 84 Method Simplified Ins ide db(°F) 70 75 Construction quality Tight Design TD(°F) 62 9 Fireplaces 0 Daily range - M Inside humidity(%) 35 55 Moisture difference(gr/lb) 32 23 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) AH1_1st Floor 1618 20366 15414 735 735 AH2 2nd Floor 902 11082 8880 675 675 Entire House 2520 31447 24305 1410 1537 Other equip loads 6319 917 Equip.@ 1.00 RSM 25222 Latent cooling 3831 TOTALS I 2520 I 37767 l 29053 I 1410 I 1537 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -�- wrightsoft- 2023Sep-1211:12:52 ^� ..,,.., RightSuite®Universal 202222.0.05 RSU20822 Page 1 XCk ...ents\Wrighlsoft HVAC\1805 Laurel Way_Laurel.rup Calc=MJ8 Front Door faces:NE Load Short Form Job: 1805 Laurel Way I Wrl htSd Date: 9/7/2023 AH1_1st Floor By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project Information For: 1805 Laurel Way, Laurel, NY 11948 Design Information Htg Clg Infiltration Outside db(°F) 8 84 Method Simplified Inside db(°F) 70 75 Construction quality Tight Design TD(°F) 62 9 Fireplaces 0 Daily range - M Inside humidity(%) 35 55 Moisture difference(gr/lb) 32 23 HEATING EQUIPMENT COOLING EQUIPMENT Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model MXZ-SM36NAMHZ-U1 Cond MXZ-SM36NAMHZ-U1 AHRI ref Coil SVZ-KP24NA AHRI ref Efficiency 11.7 HSPF Efficiency 12.6 EER, 18.3 SEER Heating input Sensible cooling 14295 Btuh Heating output 23826 Btuh @47-F Latent cooling 6127 Btuh Temperature rise 29 OF Total cooling 20422 Btuh Actual air flow 735 cfm Actual air flow 735 cfm Air flow factor 0.036 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0.80 in H2O Static pressure 0.80 in H2O Space thermostat Load sensible heat ratio 0.85 Capacitybalance point=-10 OF ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) 1st FI Living 1200 14612 11477 527 545 Master Suite 418 5753 5725 208 272 AH1_1st Floor 1618 20366 15414 735 735 Other equip loads 3148 457 Equip.@ 1.00 RSM 15871 Latent cooling 2724 TOTALS I 1618 I 23513 I 18595 I 735 I 735 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. W rig tsoft- 2023Sep-1211:12:52 RightSuite®Universal 2022 22.0.05 RSU20822 Page 2 ents\Wrightsoft HV=1805 Laurel Way_Laurel.rup Calc=MJ8 Front Door faces:NE Wrl9htsQfta Load Short Form Job: 1805 Laurel Way r Date: 9/7/2023 AH2 2nd Floor By: Katelyn Maleskil Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: 1805 Laurel Way, Laurel, NY 11948 Design Information Htg Clg Infiltration Outsidedb(°F) 8 84 Method Simplified Inside db(°F) 70 75 Construction quality Tight Design TD(°F) 62 9 Fireplaces 0 Daily range - M Inside humidity(%) 35 55 Moisture difference(gr/lb) 32 23 HEATING EQUIPMENT COOLING EQUIPMENT Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model MXZ-SM36NAMHZ-U1 Cond MXZ-SM36NAMHZ-U1 AHRI ref Coil SVZ-KP18NA AHRI ref Efficiency 11.7 HSPF Efficiency 12.6 EER, 18.3 SEER Heating input Sensible cooling 10721 Btuh Heating output 20586 Btuh @ 47°F Latent cooling 4595 Btuh Temperature rise 28 °F Total cooling 15316 Btuh Actual air flow 675 cfm Actual air flow 675 cfm Air flow factor 0.061 cfm/Btuh Air flow factor 0.072 cfm/Btuh Static pressure 0.80 in H2O Static pressure 0.80 in H2O Space thermostat Load sensible heat ratio 0.78 Ca pacity ba lance point=-42°F ROOM NAME Area Htg load Clg load Htg AVF Clg AVF OF) (Btuh) (Btuh) (cfm) (cfm) 2nd FlBeds 694 7996 5864 487 423 Den Zone 208 3085 4119 188 297 AH2_2nd Floor 902 11082 8880 675 675 Other equip loads 3171 460 Equip.@ 1.00 RSM 9341 Latent cooling 2564 TOTALS I 902 I 14253 I 11904 I 675 I 675 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - wrightsaft- 2023Sep-1211:12:52 ,�+ Right-Suite®Universal 2022 22.0.05 RSU20822 Page JNiUi ...ents\Wrightsoft HVAC\1805 Laurel Way_Laurel.rup Calc=MJB Front Door faces:NE Load Short Form Job: 1805 Laurel Way 1NrlghtSafk' Date: 9/7/2023 1st FI Living By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: 1805 Laurel Way, Laurel, NY 11948 Design Information Htg Clg Infiltration Outside db(°F) 8 84 Method Simplified Inside db(°F) 70 75 Construction quality Tight Design TD(°F) 62 9 Fireplaces 0 Daily range - M Inside humidity(%) 35 55 Moisture difference(gr/lb) 32 23 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF CIg AVF (fi?) (Btuh) (Btuh) (cfm) (cfm) Foyer/Kitchen 422 10783 9586 389 455 Living Room 372 0 0 0 0 Pwdr Rm 28 0 0 0 0 Open to Below 378 - 3829 1891 138 90 1st FI Living 1200 14612 11477 527 545 Other equip loads 0 0 Equip.@ 1.00 RSM 11477 Latent cooling 1290 TOTALS I 1200 I 14612 I 12767 I 527 I 545 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. t � W riiglhtsoft-� 2023Sep-Sep 11:12:52 �_ .w®...,-., RightSuite®Universal 202222.0.05RSU20822 Page , �► ,,,ents\Wdghtsoft HV=1805 Laurel Way_Laurel.rup Calc=MJ8 Front Door faces:NE Wrlgt1t5[afk� Load Short Form Job: 1805 Laurel Way Date: 9/7/2023 2nd FI Beds By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project Information For: 1805 Laurel Way, Laurel, NY 11948 Design Information Htg Clg Infiltration Outside db(°F) 8 84 Method Simplified Inside db(°F) 70 75 Construction quality Tight Design TD(°F) 62 9 Fireplaces 0 Daily range - M Inside humidity(%) 35 55 Moisture difference(gr/lb) 32 23 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (fi?) (Btuh) (Btuh) (cfm) (cfm) Bath 2 84 1199 828 73 60 Bath 3 60 527 396 32 29 Bedroom 2 254 3298 2463 201 177 Bedroom 3 164 1616 1460 98 105 Hall/Stairwell 132 1356 718 83 52 2nd FIBeds 694 7996 5864 487 423 Other equip loads 0 0 Equip. @ 1.00 RSM 5864 Latent cooling 1436 TOTALS I 694 I 7996 I 7301 I 487 I 423 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -*- wrightsoft- 2023Sep-1211:12:52 A RightSuite@ Universal 2022 22.0.05 RSU20822 Page 5 v ...ents\Wdghtsoft HVAC\1805 Laurel Way_Laurel.rup Calc=MJ8 Front Door faces:NE wrightsoft° Load Short Form Job: 1805 Laurel WayDate: 917/2023 Den Zone By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3Qgmail.com Project • • For: 1805 Laurel Way, Laurel, NY 11948 Design Information Htg Clg Infiltration Outside db(°F) 8 84 Method Simplified Inside db(°F) 70 75 Construction quality Tight Design TD(°F) 62 9 Fireplaces 0 Daily range - M Inside humidity(%) 35 55 Moisture difference(gr/lb) 32 23 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (f12) (Btuh) (Btuh) (cfm) (cfm) Den 208 3085 4119 188 297 Den Zone 208 3085 4119 188 297 Other equip loads 0 0 Equip.@ 1.00 RSM 4119 Latent cooling 396 TOTALS l 208 l 3085 l 4515 I 188 l 297 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - wrightsoft" 2023Sep-1211:12:52 .,.,„,,.,,® ._..,w Right-Suite®Universal 2022 22.0.05 RSU20822 Page 6 �ii ...ents\Wrightsoft HVAC\1805 Laurel Way_Laurel.rup Calc=MJ8 Front Door faces:NE Load Short Form Job: 1805 Laurel Way WCIt,�htS4 Date: 9/7/2023 Master Suite By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: 1805 Laurel Way, Laurel, NY 11948 Design Information Htg Clg Infiltration Outsidedb(°F) 8 84 Method Simplified Inside db(°F) 70 75 Construction quality Tight Design TD(°F) 62 9 Fireplaces 0 Daily range - M Inside humidity(%) 35 55 Moisture difference(gr/lb) 32 23 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) Master Bath 162 1950 872 70 41 Master Bedroom 256 3804 4853 137 230 Master Suite 418 5753 5725 208 272 Other equip loads 0 0 Equip.@ 1.00 RSM 5725 Latent cooling 709 TOTALS I 418 I 5753 I 6433 I 208 I 272 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Ar- - - wrigllltsoft- 2023Sep-1211:12:52 Right-Suite(E)Universal 2022 22.0.05 RSU20822 Page 7 I'm ...ents\Wdghtsoft HVAC11805 Laurel Way_Laurel.rup Calc=MJB Front Door faces:NE N 1st Floor 152 cfm 8 x 6 Sup Rise 8 x 6 152 cfm 10 x 12 Base Stair Foyer/Kitchen 70cfm 6x4 Sup Riser 6 x 4 8 x 6 Pwdr Rm 152 cfm Sup Riser 8 x 6 Master Bath 353 cfm 8 x 12 Ret Riser 10 x 12 ,,). , — 14 x 12 --� 464 cfm 115 cfm 4 x 8 Sup Ric er 4x8 Living Room Master Bedroom 8 x 4 Sup Riser 115cfm 8 x 4 Job#: 1805 Laurel Way Home Energy Solutions Inc. Scale: 1 :60 Performed by Katelyn Maieski for: Page 1 187 East Main Street Right-Suite@ Universal 2022 1805 Laurel Way Huntington,NY 11743 22.0.05 RSU20822 Laurel,NY 11948 Phone:631-673-0664 2023-Sep-1211:13:48 gdlamay3@gmail.com HVAC\1805 Laurel Way_Laurel.rul N ' 2nd Floor Bath 2 Sup Riser 73cfm i lox 12 8 x 4 100cfm 4x12 \\F' —BTcm Hall/Stairwell Sup Riser Bedroom 2 4411 4 Bath 3 8 x 4 32 cfm100 cfx12 8x6 8x4 4x12 6x 105 cfm Sup Riser Bedroom 3 14 x 12 8 x 6 6x12 14 12 719cfm Ret Ris r 69 cfm 14x12 6x4 14 x 12 6 x 1 10x12 Sup R ser 4 x 8 Open to Below 4x8 148cfm 10x4 4x12 6x4 Sup Ric er 8 x 4 Den 69 cfm 8 4 10x4 148cfm Job#: 1805 Laurel Way Home Energy Solutions Inc. Scale: 1 : 60 Performed by Katelyn Maieski for: Page 2 187 East Main Street Pight-Suite@ Universal 2022 1805 Laurel Way Huntington,NY 11743 22.0.05 RSU20822 Laurel,NY 11948 Phone:631-673-0664 2023-Sep-12 11:13:48 gdlamay3@gmail.com ...HVAC\1805 Laurel Way_Laurel.ru Manual S Compliance Report Job: 1805 Laurel Way wrightsoft° epor Date: 9/7/2023 AH1 1st Floor By: KatelynMaieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project Information For: 1805 Laurel Way, Laurel, NY 11948 Cooling Equipment Design Conditions Outdoor design DB: 84.0°F Sensible gain: 15871 Btuh Entering coil DB: 75.6°F Outdoor design WB: 71.2°F Latent gain: 2724 Btuh Entering coil WB: 64.6°F Indoor design DB: 75.0°F Total gain: 18595 Btuh Indoor RH: 55% Estimated airflow: 735 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Mitsubishi Electric Model: MXZ-SM36NAMHZ-U1+SVZ-KP24NA Actual airflow: 735 cfm Sensible capacity: 16700 Btuh 105%of load Latent capacity: 3700 Btuh 136%of load Total capacity: 20400 Btuh 1101/16 of load SHR: 82% Heating Equipment Design Conditions Outdoor design DB: 8.0°F Heat loss: 23513 Btuh Entering coil DB: 65.8°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Mitsubishi Electric Model: MXZ-SM36NAMHZ-U1+SVZ-KP24NA Actual airflow: 735 cfm Output capacity: 23800 Btuh 101%of load Capacity balance: -10 °F Supplemental heat required: 0 Btuh Economic balance: -99 °F Meets all requirements of ACCA Manual S. ` W rightsoft- 2023Sep-12 11:12:52 Rig htSuite®Universal 202222.0.05RSU20822 Pagel �+ ...ents\Wrightsoft HV=1805 Laurel Way_Laurel.rup Calc=MJ8 Front Door faces:NE Job: 1805 Laurel Way + - wrightsoft° Manual S Compliance Report Date: 9R/2023 AH2 2nd Floor By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: 1805 Laurel Way, Laurel, NY 11948 Cooling Equipment Design Conditions Outdoor design DB: 84.0°F Sensible gain: 9341 Btuh Entering coil DB: 75.7°F Outdoor design WB: 71.2°F. Latent gain: 2564 Btuh Entering coil WB: 64.6°F Indoor design DB: 75.0°F Total gain: 11904 Btuh Indoor RH: 55% Estimated airflow: 675 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Mitsubishi Electric Model: MXZ-SM36NAMHZ-U1+SVZ-KP18NA Actual airflow: 675 cfm Sensible capacity: 13100 Btuh 140%of load Latent capacity: 2200 Btuh 86%of load Total capacity: 15300 Btuh 129%of load SHR: 86% Heating Equipment Design Conditions Outdoor design DB: 8.0°F Heat loss: 14253 Btuh Entering coil DB: 65.5°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Mitsubishi Electric Model: MXZ-SM36NAMHZ-U1+SVZ-KP18NA Actual airflow: 675 cfm Output capacity: 20600 Btuh 145%of load, Capacity balance: -42 °F Supplemental heat required: 0 Btuh Economic balance: -99 °F Meets all requirements of ACCA Manual S. V1 rightwo - 2023Sep-1211:12:52 RightSuite@ Universal 2022 22.0.05 RSU20822 Page 2 entslWrightsoft HVAC11805 Laurel Way_Laurel.rup Calc=MJ8 Front Door faces:NE i Duct System Summary Job: 1805 Laurel Way Wright,Offt° Date: 917/2023 AH1_1st Floor By: KatelynMaieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: 1805 Laurel Way, Laurel, NY 11948 Heating Cooling External static pressure 0.80 in H2O 0.80 in H2O Pressure losses 0.34 in H2O 0.34 in H2O Available static pressure 0.46 in H2O 0.46 in H2O Supply/return available pressure 0.353/0.107 in H2O 0.353 10.107 in H2O Lowest friction rate 0.074 in/100ft 0.074 in/100ft Actual air flow 735 cfm 735 cfm Total effective length(TEL) 623 ft Supply Branch - Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FIR (in) (in) Mat[ Ln(ft) Ln(ft) Trunk Foyer/Kitchen C 3195 130 152 0.074 7.2 6x 8 ShMt 33.0 445.0 st13 Foyer/Kitchen-A C 3195 130 152 0.087 7.0 6x 8 ShMt 35.3 370.0 st13 FoyedKitchen-B c 3195 130 152 0.102 6.8 6x 8 ShMt 27.3 320.0 st13 Master Bath h 1950 70 41 0.112 5.0 46 ShMt 24.7 290.0 st14 Master Bedroom C 2426 69 115 0.110 6.0 4x 8 ShMt 26.7 295.0 st14A MasterBedrocm-A c 2426 69 115 0.133 5.8 8x4 ShMt 10.3 255.0 st14 Open to Below-A h 1914 69 45 0.162 4.6 4x 6 ShMt 12.3 205.0 st13 Open to Below-C h 1914 69 45 0.140 4.7 46 ShMt 7.3 245.0 st13 SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk SO Peak AVF 527 545 0.074 654 11.7 12 x 10 ShtMetl st2 st2 Peak AVF 735 817 0.074 700 13.6 12 x 14 ShtMetl st14 Peak AVF 208 272 0.110 544 8.3 12 x 6 ShtMetl st2 st14A Peak AVF 69 115 0.110 346 6.0 12 x 4 ShtMetl st14 .� vvrightsoft' 2023Sep-1211:12:52 �ti RightSuiteO Universal 202222.0.05 RSU20822 Pagel Za ...ents\Wdghtsoft HVAC\1805 Laurel Way_Laurel.rup Calc=MJ8 Front Door faces:NE TableReturn Branch Detail Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) R FIR (fpm) (in) (in) Opening(in) Matl Trunk rb3 Ox 0 397 464 137.0 0.078 556 10.9 12x 10 ShMt rt1 rb1 Ox 0 338 353 145.3 0.074 530 9.9 12x 8 ShMt rt1 TableReturn Trunk Detail Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt1 Peak AVF 735 817 0.074 700 13.6 12 x 14 ShtMetl wriightsoft- 2023Sep-12 11:12:52 y�+ RightSuite®Universal 2022 22.0.05 RSU20822 Paget iY�ruf'1 ...ents\Wrightsoft HVAC\1805 Laurel Way_Laurel.rup Calc=MJS Front Door faces:NE Duct System Summary Job: 1805 Laurel Way wrights®ft Date: 917/2023 AH2 2nd Floor By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: 1805 Laurel Way, Laurel, NY 11948 Heating Cooling External static pressure 0.80 in H2O 0.80 in H2O Pressure losses 0.35 in H2O 0.35 in H2O Available static pressure 0.45 in H2O 0.45 in H2O Supply/return available pressure 0.394/0.056 in H2O 0.394/0.056 in H2O Lowest friction rate 0.091 in/100ft 0.091 in/100ft Actual air flow 675 cfm 675 cfm Total effective length(TEL) 494 ft SupplyDetail Table Design Htg Gig Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln(ft) Ln(ft) Trunk Bath 2 h 1199 73 60 0.110 5.1 4x 6 ShMt 23.0 335.0 st4A Bath 3 h 527 32 29 0.108 3.8 4x 4 ShMt 11.3 355.0 st4 Bedroom 2 h 1649 100 89 0.091 5.9 4x 8 ShMt 37.7 395.0 st4A Bedroom 2-A h 1649 100 89 0.097 5.9 4x 8 ShMt 30.3 375.0 st4 Bedroom 3 c 1460 98 105 0.121 5.7 4x 8 ShMt 14.7 310.0 st4 Den c 2060 94 148 0.143 6.3 4x 10 ShMt 30.3 245.0 st3 Den-A c 2060 94 148 0.131 6.4 4x 10 ShMt 26.7 275.0 st3 HaIVStairwell h 1356 83 52 0.127 5.2 4x 6 ShMt 1 14.3 1 295.0 st4 SupplyDetail Table Trunk Htg Gig Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk st1 Peak AVF 675 719 0.091 719 12.4 12 x 12 ShtMetl st3 Peak AVF 188 297 0.131 594 8.3 12 x 6 ShtMetl st1 st4 Peak AVF 487 423 0.091 584 10.7 12 x 10 ShtMetl SO st4A Peak AVF 173 148 0.091 520 7.3 12 x 4 ShtMetl st4 -pp- w rightsoft" 2023Sep-12 11:12:52 �ti RightSuite®Universal 202222.0.05 RSU20B22 Page 3 ...ents\Wdghtsoft HVAC\1805 Laurel Way_Laurel.rup Calc=MJ8 Front Door faces:NE TableReturn Branch Detail Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) M FR (fpm) (in) (in) Opening(in) Matl Trunk rb2 Ox 0 675 719 61.3 0.091 617 12.4 12x 14 ShMt wrig tsoft„ 2023Sep-1211:12:52 RightSuite®Universal 202222.0.05 RSU20822 Page ACCA ...ants\Wrightsoft HVAC\1805 Laurel Way_Laurel.rup Calc=MJ8 Front Door faces:NE Building Envelope and Duct Tightness Report 2018 IECC as amended by the 2020 New York State Supplement,sections R402.4.1.2 and R403.3.4 Address of Test 1805 Laurel Way,Mattituck;N V'U2 rr a - p Test Date 819/2024 Building Permit#: r L� V�" �' Q u o Nance Pathway Performance Test Completed by: Christopher Silvia 2026 S�rfiET Rater ID# 4150294 F E 6 2 Home Energy Solutions NATE ID# 187 East Main Street ICC ID# . Huntington,NY-11743 %O'L ld-419 Oep"-Wme-nt BPI# 631-673-0664 T.:PWr2 :f4A :��,w.,ffli old Building Envelope Tightness Volume Calculation : Check if: Floor Area Volume 21 Conditioned Basement Basement 1280 11952 El conditioned Crawl Space 1st 1280 11520 ED Sealed Attic d n 2 879 12952 *The conditioned floor area of dwelling is calculated in 3rd act nce with ANSI Z765,except that conditioned floor Attic rea incl es areas where the ceiling height is less than 5 Total Volume 36424 ft. CFM @50 pa 355.2 Air changes/hr@5 pa 0.59 Code Compliance: Pass Duct Tightness: Post Constructiontest-Total Duct Leakage System-1: Within Condition Space Duct Location Conditioned Space Floor Area Leakage CFM @ 25pa n/a CFM/100 ftZ CFA n/a Code Compliance: Ezempt System-2: Duct Location Floor Area Leakage CFM @ 25pa0 CFM/100 ftZ CFA� Code Compliance: i System-3: Duct Location Floor Area Leakage CFM @ 25pa CFM/100 ftZ CFA� Code Compliance: i All building envelope tightness has been,verified ipd conducted in accordance with RESNET/ICC 380 ASTM E779 or ASTM E1827,as required by 2018 IECC as amended.rry the 20�4 Ne,y6rk State Supplement, section R402.4.1.2. The building duct and plenum system has been verified as requiredthy-f Z,0118 IECC as arnended by 2020 New York State Supplement,Section R403.3.4. Signature: ;/ -� _ Date: 819/2024 Christopher Sf1.�;a `£neirgy Solutions Tiderunner Engineering & Design, P.C. s yr'v✓r 7 Ridgewood St Bay Shore,NY 11706 (631)-839-482 February 26,2026 Building Inspector Town of Southold 53095 Main Road Southold,NY 11751FEB 2 7 2026 Re: Exterior Wall Construction Ferrara Residence 1805 Laurel Way,Laurel,NY To Whom It May Concern: The house was constructed with Zip Wall sheathing versus CDX plywood as shown on the approved plans. The Zip Wall adds an extra R-5 to the effective"R"value of the wall assembly. Currently, the R-value is R-25 and with the Zip Wall it is now R-30. If you have any questions please feel free to contact me. Of NEW )-. Sincerely, 6.scy�r,R i Louis Schwartz, P.E. OOrOA AROFESS�O�P AL t ... job- 12M L-=e!A1- 4# wrights0ft.. Load .5hor[ Form Date: sn/2023y .1 Entire House By: Katelyn Maieski Home Enerav Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com �rfto-fe—ct Intormation For: 1805 Laurel Way, Laurel, NY 11948 Design Information Htg Cig infiiitration Outside db (°F) 8 84 Method Simplified Inside db(°F) 70 75 Construction quality Tight Design TD(°F) 62 9 Fireplaces 0 Daily range - M Inside humidity(%) 35 55 Moisture difference(gr/lb) 32 23 HEATING.EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref h/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 *F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Cig load Htg Ai/F Cig AvF (ft2) (Btuh) (Btuh) (cfm) (cfm) AH1_1st Floor 1246 19968 15630 735 735 AH2 2nd Floor 902 11082 8880 675 675 Entire House 2148 31050 24524 1410 1534 Other equip loads 6065 880 Equip. @ 1.00 RSM 25405 Latent cooling 3725 TOTALS I ' 2148 I 37116 I 29129 I 1410 I 1534 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 4F wrrrightsoft- 2023Sep-1315:06:42 Right-Suite®Universal 2022 22.0.05 RSU20822 Page 1 ACC-1....ents%Wdghtsoft HVAC11805 Laurel Way_Laurel.rup Calc=MJ8 Front Door faces:NE r s -i - Load Short Form Jab: 1905 Laurel way �nrrightsoft" Date: 9/7/2023 AH1 1st Floor By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project I • • For: 1805 Laurel Way, Laurel, NY 11948 D - • • • Htg Clg Infiltration Outside db (°F) 8 84 Method Simplified Inside db(°F) 70 75 Construction quality Tight Design TD(°F) 62 9 Fireplaces 0 Daily range - M Inside humidity(%) 35 55 Moisture difference(gr/lb) 32 23 HEATING EQUIPMENT COOLING EQUIPMENT Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model MXZ-SM36NAMHZ-U1 Cond MXZ-SM36NAMHZ-U1 AHRI ref Coil SVZ-KP24NA AHRI ref Efficiency 11.7 HSPF Efficiency 12.6 EER, 18.3 SEER Heating input Sensible cooling 14295 Btuh Heating output 23826 Btuh @ 47-F Latent cooling 6127 Btuh Temperature rise 29 'F Total cooling 20422 Btuh Actual air flow 735 cfm Actual air flow 735 cfm Air flow factor 0.037 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0.80 in H2O Static pressure 0.80 in H2O Space thermostat Load sensible heat ratio 0.86 Capacity balance point=-12°F ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) 1st FI Living 828 14327 11750 527 550 Master Suite 418 5641 5641 208 264 AH1_1st Floor 1246 19968 15630 735 735 Other equip loads 2894 420 Equip. @ 1.00 RSM 16050 Latent cooling 2560 TOTALS I 1246 I 22862 I 18610 I 735 I 735 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -M�- wrightsoft- 2023-Sep-1315:06:42 Right-Su ite®Universal 2022 22.0.05 RSU20822 Page 2 s vn...grit i6Vrlyiit5uii nJAa%18GG i_aurei VJay_iaure l.rup Cale-NIUS Front Door races:NE ` Job: 1805 Laurel Way . wrightsoft Load Short Form pate: 9/7/2023 AH2 2nd Floor By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: 1805 Laurel Way, Laurel, NY 11948 Design Information Htg Clg Infiltration Outside db('F) 8 84 Method Simplified Inside db('F) 70 75 Construction quality Tight Design TD(°F) 62 9 Fireplaces 0 Daily range - M Inside humidity(%) 35 55 Moisture difference(gr/lb) 32 23 HEATING EQUIPMENT COOLING EQUIPMENT Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model MXZ-SM36NAMHZ-U1 Cond MXZ-SM36NAMHZ-U1 AHRI ref Coil SVZ-KP18NA AHRI ref Efficiency 11.7 HSPF Efficiency 12.6 EER, 18.3 SEER Heating input Sensible cooling 10721 Btuh Heating output 20586 Btuh @47-F Latent cooling 4595 Btuh Temperature rise 28 'F Total cooling 15316 Btuh Actual air flow 675 cfm Actual air flow 675 cfm Air flow factor 0.061 cfm/Btuh Air flow factor 0.072 cfm/Btuh Static pressure 0.80 in H2O Static pressure 0.80 in H2O Space thermostat Load sensible heat ratio 0.78 Capacity balance point=-42*F ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) 2nd FIBeds 694 7996 5864 487 423 Den Zone 208 3085 4119 188 297 AH2_2nd Floor 902 11082 8880 675 675 Other equip loads 3171 460 Equip. @ 1.00 RSM 9341 Latent cooling 2564 TOTALS I 902 I 14253 I 11904 I 675 675 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. W riglhtsoft- 2023Sep-13 15:06:42 ,'►- +w,.,-;: Mr.. :: a RightSuite®Universal 2022 22.0.05 RSU20822 page 3 ACCrN...ents%wdghtsoft HVA01805 Laurel Way_Laurel.rup Calc=MJB Front Door faces:NE l Load Short Form Job: 1805 Laurel Way Wrightsoft Date: s712023 1st F/ Living By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project I • • For: 1805 Laurel Way, Laurel, NY 11948 Design Information Htg Clg Infiltration Outside db (°F) 8 84 Method Simplified Ins ide db(°F) 70 75 Construction quality Tight Design TD(°F) 62 9 Fireplaces 0 Daily range - M Inside humidity(%) 35 55 Moisture difference(gr/lb) 32 23 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a . AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (il?) (Btuh) (Btuh) (cfm) (cfm) Foyer/Kitchen 422 6212 4428 229 207 Pwdr Rm 28 0 0 0 0 Open to Below 378 8115 7323 299 343 1st FI Living 828 14327 11750 527 550 Other equip loads 0 0 Equip. @ 1.00 RSM 11750 Latent cooling 1152 TOTALS I 828 I 14327 I 12902 I 527 I 550 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft- 2023-Sep-13 15:06:42 Right-Su ite®Universal 2022 22.0.05 RSU20822 Page 4 ACC ...entslWdghtsoft WAC11805 Laurel Way_Laurel.rup Calc=MJ8 Front Door faces:NE Load Short Form Job: 1805LaurelWay Wrightsoft Date: 9/7/2023. 2nd FI Beds By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: 1805 Laurel Way, Laurel, NY 11948 Design Information Htg Clg Infiltration Outside db (OF) 8 84 Method Simplified Inside db(OF) 70 75 Construction quality Tight Design TD(OF) 62 9 Fireplaces 0 Daily range - M Inside humidity(%) 35 55 Moisture difference(gr/lb) 32 23 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) Bath 2 84 1199 828 73 60 Bath 3 60 527 396 32 29 Bedroom 2 254 3298 2463 201 177 Bedroom 3 164 1616 1460 98 105 Hall/Stairwell 132 1356 718 83 52 2nd FIBeds 694 7996 5864 487 423 Other equip loads 0 0 Equip. @- 1.00 RSM 5864 Latent cooling 1436 TOTALS I 694 i 7996 7301 I 487 I 423 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightl soft" 2023Sep-13 15:06:42 RightSuite®Universal 2022 22.0.05 RSU20822 Page 5 ACCA....ents%Wrightsoft HVAC11805 Laurel Way_Laurel.rup Calc=MJB Front Door faces:NE Load Short Form Job: 1805 Laurel Way wClghtsoft' Date: 9/7/2023 Den Zone By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: 1805 Laurel Way, Laurel, NY 11948 Design Information Htg Clg Infiltration Outside db (°F) 8 84 Method Simplified Ins ide db('F) 70 75 Construction quality Tight Design TD('F) 62 9 Fireplaces 0 Daily range - M Inside humidity(%) 35 55 Moisture difference(gr/lb) 32 23 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF OF) (Btuh) (Btuh) (cfm) (cfm) Den 208 3085 4119 188 297 Den Zone 208 3085 4119 188 297 Other equip loads 0 0 Equip. @ 1.00 RSM 4119 Latent cooling 396 TOTALS I 208 I 3085 I 4515 I 188 I 297 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. w r ig�Iitsoft- 2023-Sep-13 15:06:42 �+ Right-Suite®Universal 2022 22.0.05 RSU20822 Page 6 ...ents1Wrightsoft HVAC11805 Laurel Way_Laurel.rup Calc=MJ8 Front Door faces:NE s Load Short Form Job: 1805Laurel Way wrightso1 t- Date: 9/7/2023 Master Suite By: Katelyn Maieski Home Energy Solutions Inc: 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmaii.com Project • • For: 1805 Laurel Way, Laurel, NY 11948 Design Information Htg Clg Infiltration Outsidedb('F) 8 84 Method Simplified Ins ide db('F) 70 75 Construction quality Tight Design TD(°F) 62 9 Fireplaces 0 Daily range - M Inside humidity(%) 35 55 Moisture difference(gr/lb) 32 23 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (it?) (Btuh) (Btuh) (cfm) (cfm) Master Bath 162 1912 859 70 40 Master Bedroom 256 3729 4782 137 224 Master Suite 418 5641 5641 208 264 Other equip loads . 0 0 Equip. @ 1.00 RSM 5641 Latent cooling 741 TOTALS I 418 I 5641 i 6381 I 208 I 264 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 40- Wrilgh 0,1,E 2023-Sep-1315:06:42 Rig ht-Su ite@ Universal 2022 22.0.05 RSU20822 Page 7 J`M1✓L+T1....ents%Wdghtsoft HVAC11805 Laurel Way_Laurel.rup Calc=MJ8 Front Door faces:NE G 1st Floor Sup Rise 4 x 6 76 cfm 4 x 6 76 cfm 6x12 Foyer/Kitchen Base Stair Sup Riser 70cfm 6x4 p . 4x6 Pwdr Rm 76 cfm Sup Riser 4x6 : Master.Bath 393 cfm 8 x 12 Ret Riser 8 x 12 14 x 12 422 cfm 112 cfm 4 x 8 Sup Ri er 4 x'8 Living Room IVlaster Bedroom 8x4 Sup Riser 112cfm 8x4 Job#: 1805 Laurel Way Home Energy Solutions Inc. Scale: 1 :60 Performed by Katelyn Maieski for: Page 1 187 East Main Street Rig h tS uite®Un ive rsa 12022 1805 Laurel Way Huntington,NY 11743 22.0.05 RSU20822 Laurel,NY 11948 Phone:631-673-0664 2023-Sep-13 15:07:13 gdlamay3@gmaii.com HVACk1805 Laurel Way_Laurel.rul 2nd Floor Bath ;2 Sup Riser 73cfm 6x12 100cfm 8x4; 4x12 CM HaIllStairwell Sup Riser"" Bedroom 2 Bath 3 8 x 4 32 cfm 100 cf 4 x 4 1 x 12 4 x'6 8x4 0x12 6x IDS,efrn 6 x 12 Sup Riser Bedroom 3 14 x 12 4 x 6. 6x12` 719cfm 14 12 172 cfm Ret Ris r. 14x12 1.0x4 1.4X12 6x1 10x12 Sup R ser 4 x 8 Open to Below 4x8 148cfm 1Qx4 " 4x12 10x4 Sup Ri` er Den 172 cfm 8. 4 10x4 148cfm Job#: 1805 Laurel Way Home Energy Solutions Inc. Scale: 1 :60 Performed by Katelyn Maieski for: Page 2 187 East Main Street Rights cite®Universal 2022 1805 Laurel Way Huntington,NY 11743 22.0.05 RSU20822 Laurel,NY 11948 Phone:631-673-0664 2023-Sep-1315:07:13 gdlamay3@gmail.com ...HVAC11805 Laurel Way_Laurel.ru Manual S Compliance Report Job: 1805 Laurel Way wrightsoft' p ~ Date: 9/7/2023 AH1 1st Floor By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: 1805 Laurel Way, Laurel, NY 11948 Cooling Equipment Design Conditions Outdoor design DB: 84.00F Sensible gain: 16050 Btuh Entering coil DB: 75.6°F Outdoor design WB: 71.2'F Latent gain: 2560 Btuh Entering coil WB: 64.5'F Indoor design DB: 75.0'F Total gain: 18610 Btuh Indoor RH: 55% Estimated airflow: 735 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Mitsubishi Electric Model: MXZ-SM36NAMHZ-U1+SVZ-KP24NA Actual airflow: 735 cfm Sensible capacity: 16700 Btuh 104%of load Latent capacity: 3700 Btuh 145%of load Total capacity: 20400 Btuh 110%of load SHR: 82% Heating Equipment Design Conditions Outdoor design DB: 8.0'F Heat loss: 22862 Btuh Entering coil DB: 66.2F Indoor design DB: 70.0'F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Mitsubishi Electric Model: MXZ-SM36NAMHZ-U1+SVZ-KP24NA Actual airflow: 735 cfm Output capacity: 23800 Btuh 104%of load Capacity balance: -12 'F Supplemental heat required: 0 Btuh Economic balance: -99 'F Meets all requirements of ACCA Manual S. w righlksofr 2023-Sep-13 15:06:42 .y= �, Right-Su ite®U niversal 2022 22.0.05 RSU20822 Page 1 ,M...ents\Wrightsoft HVAC\1805 Laurel Way_Laurel.rup Calc=MJ8 Front Door faces:NE Manual S Compliance Report Job: 1806 Laurel Way wrightsO►f , Date: 9/7/2023 AH2 2nd Floor By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: 1805 Laurel Way, Laurel, NY 11948 Cooling Equipment Design Conditions Outdoor design DB: 84.0°F Sensible gain: 9341 Btuh Entering coil DB: 75.7°F Outdoor design WB: 71.2°F Latent gain: 2564 Btuh Entering coil WB: 64.6°F Indoor design DB: 75.0'F Total gain: 11904 Btuh Indoor RH: 55% Estimated airflow: 675 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Mitsubishi Electric Model: MXZ-SM36NAMHZ-U1+SVZ-KP18NA Actual airflow: 675 cfm Sensible capacity: 13100 Btuh 140%of load Latent capacity: 2200 Btuh 86%of load Total capacity: 15300 Btuh 129%of load SHR: 86% Heating Equipment Design Conditions Outdoor design DB: 8.0°F Heat loss: 14253 Btuh Entering coil DB: 65.5°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer. Mitsubishi Electric Model: MXZ-SM36NAMHZ-U1+SVZ-KP18NA Actual airflow: 675 cfm Output capacity: 20600 Btuh 145%of load Capacity balance: -42 'F Supplemental heat required: 0 Btuh Economic balance: -99 'F Meets all requirements of ACCA Manual S. 4- w r ig �t.5Otft- 2023-Sep-13 15:06:42 .;,,-1-1,.,,� ., Right-Suite®Universal 2022 22.0.05 RSU20822 Paget ...ents\Wdghtsoft HVAC\7805 Laurel Way_Laurel.rup Calc=MJ8 Front Door faces:NE �UCt System SUrrlm1 Job: 1805 Laurel Way - - 1lfkrrightsoftg y Summary Date: 9/7/2023 A141 1st Floor By: Katelyn Maiesk) Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@ gmail.com Project • • For: 1805 Laurel Way, Laurel, NY 11948 Heating Cooling External static pressure 0.80 in H2O 0.80 in H2O Pressure losses 0.34 in H2O 0.34 in H2O Available static pressure 0.46 in H2O 0.46 in H2O Supply/return available pressure 0.356/0.104 in H2O 0.356/0.104 in H2O Lowest friction rate 0.072 in/100ft 0.072 in/100ft Actual air flow 735 cfm 735 cfm Total effective length (TEL) 643 ft Supply • Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FIR (in) (in) Matl Ln (ft) Ln(ft) Trunk Foyer/Kitchen h 2071 76 69 0.072 5.6 6x4 ShMt 33.0 465.0 st13A Foyer[Kitchen-A h 2071 76 69 0.084 5.5 6x4 ShMt 35.3 390.0 st13A Foyer/Kitchen-B h 2071 76 69 0.097 5.3 6x4 ShMt 27.3 340.0 st13A Master Bath h 1912 70 40 0.113 5.0 4x 6 ShMt 24.7 290.0 st14 Master Bedroom c 2391 69 112 0.111 6.0 4x8 ShMt 26.7 295.0 st14A Master Bedroom-A c 2391 69 112 0.134 5.7 8x4 ShMt 10.3 255.0 st14 Open to Below-A c 3661 149 172 0.164 6.5 4x 10 ShMt 12.3 205.0 st13, Open to Below-c c 3661 149 172 0.153 6.5 4x 10 ShMt 7.3 225.0 st13 SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk st13 Peak AVF 527 550 0.072 661 11.6 12 x 10 ShtMetl st2 st13A Peak AVF 229 207 0.072 457 8.5 12 x 6 ShtMetl st13 st2 Peak AVF 735 815 0.072 698 13.6 12 x 14 ShtMetl st14 Peak AVF 208 264 0.111 529 8.2 12 x 6 ShtMetl st2 st14A Peak AVF 69 112 0.111 336 6.0 12 x 4 ShtMetl st14 wrigh 2023-Sep-1315:06:42 tSo . Right-SuiteeUniversal202222.0.05RSU20822 Pagel M...entslWrightsoft WAC11805 Laurel Way_Laurel.rup Calc=MJ8 Front Door faces:N5 TableReturn Branch Detail Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Matt Trunk rb3 . Ox 0 370 422 137.0 0.076 633 10.5 12x 8 ShMt rt1 rb1 0x 0 365 393 145.3 0.072 589 10.4 12x 8 ShMt rt1 TableReturn Trunk Detail Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk rt1 Peak AVF 735 815 0.072 698 13.6 12 x 14 ShtMetl wriightsoft 202Mep-13 15:06:42 Rig htSu ite®Universal 2022 22.0.05 RSU20822 Page t ...ents\Wnghtsoft HVAC\1805 Laurel Way_Laurel.rup Calc=MJ8 Front Door faces:NE Duct System Summary y Job: 1805 Laurel Way - - wrightsoft" Date: 9/7/2023 AH2 2nd Floor By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:.gdlamay3@gmaii.com • ect Information For: 1805 Laurel Way, Laurel, NY 11948 Heating Cooling External static pressure 0.80 in H2O 0.80 in H2O Pressure losses 0.35 in H2O 0.35 in H2O Available static pressure 0.45 in H2O 0.45 in H2O Supply/return available pressure 0.394/0.056 in H2O 0.394/0.056 in H2O Lowest friction rate 0.091 in/100ft 0.091 in/100ft Actual air flow 675 cfm 675 cfm Total effective length(TEL) 494 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btu h) (cfm) (cfm) FIR (in) (in) Matl Ln(ft) Ln (ft) Trunk Bath 2 h 1199 73 60 0.110 5.1 4x 6 ShMt 23.0 335.0 st4A Bath3 h 527 32 29 0.108 3.8 4x4 ShMt 11.3 355.0 st4 Bedroom 2 h 1649 100 89 0.091 5.9 4x 8 ShMt 37.7 395.0 st4A Bedroom 2-A h 1649 100 89 0.097 5.9 4x 8 ShMt 30.3 375.0 st4 Bedroom 3 c 1460 98 105 0.121 5.7 4x 8 ShMt 14.7 310.0 st4 Den C 2060 94 148 0.143 6.3 4x 10 ShMt 30.3 245.0 st3 Den-A C 2060 94 148 0.131 6.4 4x 10 ShMt 26.7 275.0 st3 Hall/Stairwell h 1356 83 52 0.127 5.2 4x6 ShMt 14.3 295.0 st4 Supply Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk st1 Peak AVF 675 719 0.091 719 12.4 12 x 12 ShtMetl st3 Peak AVF 188 297 0.131 594 8.3 12 x 6 ShtMetl st1 st4 Peak AVF 487 423 0.091 584 10.7 12 x 10 ShtMetl st1 st4A Peak AVF 173 148 0.091 520 7.3 12 x 4 ShtMetl st4 wriglh"'05 2023-Sep-13 15:06:42 Right-Suite®Universal 2022 22.0.05 RSU20822 Page JM...ents\Wrightsoft HVAC\1805 Laurel Way_Laurel.rup Cale=MJ8 Front Door faces:NE Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FIR (fpm) (in) (in) Opening(in) Matl Trunk rb2 Ox 0 675 719 61.3 0.091 617 12.4 12x 14 ShMt .{ wrig 'It soft- 2023-Sep-13 15:06:42 Right-Su ite®Universal 2022 22.0.05 RSU20822 Page 4 ACCK...ents\Wdghtsoft HVACk1805 Laurel Way_Laurel.rup Calc=MJ8 Front Door faces:NE i r CELD INSPECTION REPORT DATE COMMENTS / o?a?• ovn�Lc- en d✓c�/� O/�. D/ 40o V c ham. FOUNDATION (1ST) � otlp y ----------------------------------- - 01 FOUNDATION (2ND) ��' ' d� 10 �✓�%�(�.�L�/ GaG�n�! 5-r/2 U � � z 1 a- _ae,?fdjruA. DIL G" _ 0 •�•�'� Fr2�r � Ok. �o ti �v�h� � �2css u�ec O � ROUGH FRAMING& ^ � PLUMBING C,.o 1 '� // S w `SSI a. 'O HOA tPlR�es �a� veR-h' e i ins 6c, � INSULATION PER N.Y. ��n,,, �/� � a 2 S STATE ENERGY CODE �/✓��V� ' GPi �I �NI /� JVS /OGUQ c/dD� rN �� it V,4 S Ill V FINAL �y�, l r,�lLEA Y et s`(�r ADDITIONAL COMMENTS 12 1 2 cu oL 3-7 Z) P t CZ C, /CllP sS ! A O -RO-eR4 - D 1�12-4 VT*6- mc — - �s ex V. IDLS T- I - p oc �-a 1n+n Jo At4- IJ o - � z x d b H ,A: ooO°F TOWN OF SOUTHOLD—BUILDING DEPARTMENT y yz Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 �y�o• � � Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownnygov Date Received APPLICATION FOR BUILD[NG PERMIT For Office Use Only J PERMIT NO. 5DI Building Inspector: -- S E P 2 5 2023 AppUcatwns and forms must be filled out m their entirety incomplete ' applptlgns will riot be accepted Where"the Applicant isrnot the owner,an BLTD,DINLi D T. On►ner's Authorisation form(Rage 2j shall be cOrnpleted TOE ' ; Date: p3 � by F OWNER(Sj OF PROPERTY ; . , . Name.,..JAN tJ_L ig d......� - � .SCTM"#1000- 1 / �. ,._.� ...m Project Address: „. .__ QQ._._.. ./d''...< _�L�� GYM Phone# bf_'9_.. ,�.. .. ...:.,. Mailing Address:µ ._ a _.tt... FK,.lui,�-l .��,..__.___./�/t-►.?7,.N(�a. t'i�'a, ,. r �.1., _3 ,...__ CONTACT PERSDN Name: Mailing Address: Phone#: q Email: DESIGN PROFE5510NAL INFORIVIATIQN Name: Mailing Address: Phone#: Email: CONTRACTOR INFORMATION'i Name: Mailing Address: Phone#: 4�3l mail DESCRIPTION OF PROPOSED,CON ',`New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ ,�/ Will the lot be re-graded? ❑Yes No Will excess fill be removed from remises? ❑Yes No 1 k . PROPERTYJNFORMATION . r Existing use of property: Intended use of property. Zone or use district in which premises is situated: Are there any covenants and restri tions with respect to this property? ❑Yes No IF YES, PROVIDE A COPY. 4 , Check Box After Reading The owner/contractor/design professional is responsible for alt drainage andstorm water issue's as provided by Chapter 236 of the Town code APPLICATION IS HEREBY MADE to the Bwldin Department for the issuance of a Budding Permit pursuantto the Bu`iltlmg Zone; O�dmance o'ijif the Town of Southold Syffolk Courity New York and other a he ble Laws'Ordinari es or Regulations,forthe constru4ionof buildings, C , pp addifions;'aiterations'or for removal or demolition as hereindescribetl The ap0hcant agrees to comply with all applicable laws,ordinances bUil, code, housing code and regulations°and to admit authorized mspe'ctorslon premises and in buildm'g;(s)for necessary mspecbons Ealse statements made herein are punishable as a Class A misdemeanor usuant tor$ection 210 45 of the New York State Fenal Law P �F.«.... .. Application Submitted By(print name): d ❑Authorized Agent [-Owner Signature of Applicant Date: STATE OF NEW YORK) SS: COUNTY OF ? Aol-L, 6r-&e,A being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the (d&,fe,-jC- (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 thhiiis� day of ge 1 ey"be , 20 Notary Public CARLONIONCAlepre . Notary Public,Mate of New Yb& No.01 M06325218 PROPERTY OWNER AUTHORIZATION Qualified in Suffolk County COtnmissionExpires May26,20 a, (Where the applicant is not the owner) I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 Glenn Goldsmith,President o� S�UTyO Town Hall Annex A. Nicholas Krupski,Vice President ho �® 54375 Route 25 Eric Sepenoski P.O. Box 1179 Liz Gillool Southold,New York 11971 N El'. abe`th Pee es G Telephone 631 765-1892 p • �® Fax(631) 765-6641 FE8 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE #2215 C Date: January 28 2025 TMS CERTIFIES that the construction of a 32'x40'(2 169sa ft)two story single family dwellin • a raised 10'x40' 485s .ft. seaward side deck with 10'x40'on-grade concrete patio under,• an 8'xl2' 96s .ft. front porch; installation of a new I/A OWTS system installation of shrubs along the "Limit of Clearing Grading and Ground Disturbance"line located f5'seaward of proposed patio in keeping with the natural landscaping; installation of a 60'xf 12'(=L755sq ft)gravel driveway, and the removal of 9-10 trees due to construction or dead/damaged,,establishment of a non-disturbance buffer seaward of the limit of clearing, grading and ground disturbance that is 6 ft. seaward of the proposed edge of the concrete patio, At 1805 Laurel Way,Mattituck Suffolk County Tax Map#1000-121-4-24 Conforms to the application for a Trustees Permit heretofore filed in this office Dated June 30,2023 pursuant to which Trustees Wetland Permit#10447 Dated August 16,2023,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the construction of a 32'x40'(2 169sq ft)two- story, single-family dwelling; a raised 10'x40'(485sq ft)seaward side deck with 10'x40'on rade concrete patio under; an 8'xl2'(96sg ft)front porch; installation of a new VA OWTS system installation of shrubs along the "Limit of Clearing Grading and Ground Disturbance" line located f5' seaward of proposed patio in keeping with the natural landscaping,• installation of a 60'xf 12'(±755sq ft ravel driveway, and the removal of 9-10 trees due to construction or dead/damaged; establishment of a non disturbance buffer seaward of the limit of clearing, grading and ground disturbance that is 6 ft. seaward of the proposed edge of the concrete patio The certificate is issued to DANIEL FERRARA&JAMIE SCHWARTZ owners of the aforesaid property. Authorized Signature NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID.1-4738-03634 PERMIT Under the Environmental Conservation Law ECL Permittee and Facility Information Permit Issued To, Facility: DAN FERRARA FERRARA PROPERTY 3103 FOX.HELL DR 1805 LAUREL WAYISCTM 1000-121-04-24 BAITING IiOLLOW,NY .11933 MATTITUCK,NY 11952 Facility Location: in SOUTIIOLD in SUFFOLK COUNTY Facility Principal 11cferepnce Point- NYTM-E: 70.5.661 NYTM-N: 4539A Latitude: 40°58'47.5" Longitude: 72°33'19.7" Project Location: 1805 LAUREL WAY,MATITI'UCK SCTM#1000-121-4-24 FWW#MT-2 Authorized Activity: Construct new, 32'x40' single family dwelling with appurtenances (porch,deck, patio and gravel driveway). Install a Norweco TNT-500 Innovative Alternative On-Site Wastewater Treatment System. Establish a natural and undisturbed,non-disturbance/non-fertilization buffer and add a row of 3'on center shrubs as the line of demarcation. All work must be done in accordance with the plan prepared by Jason Leadingham,I.,S last revised I Oh 9/2022,Norweco specifications by Norweco, all pages stamped NYSDEC approved 1/9/2023. Permit Authorizations T Freshwater Wetlands-Mader Article 24 Permit ID 1-4738-03634/00002 New Permit Effective Date: 1/9/2023 Expiration Date; 1/8/2028 NYSDEC Approval By acceptance of this permit,the permittee agrees that the permit is contingent upon strict compliance with the 1ti CL,all applicable regulations, and all conditions included as kart of this permit. Permit Administrator: SHERRI L AICHER, Deputy Perinit Administrator Address: NYSDEC Region 1 Headquarters SUNY @ Stony Brook150 Circle Rd Stony Brook,NY 11790 -3409 Authorized Signatme: Bate / Page 1 of 6 MOW NEW FORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-03634 Distribution .Fistr-- flabitat File Mary MacKinnon Permit Components, - --- �� NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS,APPLY TO ALL AUTIdORIZED PERMITS NOTIFICATION OF OT14ER PERMITTEE OBLIGATIONS J NATURAL RAL RESOURCE URCE PERMIT CONDITIONS - Apply to the Following Permits: FRESHWATER ETLAND I. Post Permit Sign The permit sign enclosed with this permit shall be posted in a conspicuous location on the worksite and adequately protected from the weather. 2. Notice of Commencement At least 48 hours prior to commencement of the project,the permittee and Contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project,the bottom portion of the form must also be signed.and returned,along with photographs of the completed work. 3. Conformance With Plans All activities authorized by this permit must be in strict eonform.aace with the approved plans submitted by the applicant or applicant's agent as part of the permit application.. Such approved plans were prepared by page one by Scal ce.Land Surveying last revised 10/19/2022, Specifications for the ILA OWTS by Norweco,all pages stamped NYSDEC approved 1/9/20231. 4. No Disturbance of Vegetation No disturbance to existing, vegetation inay take place beyond the Limit of Clearing,Grading and Ground Disturbance as shown on the approved plan. 5. Natural Area Protection A row of shrubs placed 3'on center must be planted along the Limit of Clearing, Urading and Ground Disturbance as shown on the approved plan.This row of shrubs will function as a permanent line of demarcation creating a boundary between the developed area and the natural area. b. Seed,Mulch Disturbed Areas All areas of soil disturbance resulting from this project shall be seeded with ail appropriate perennial grass,and mulched with straw immediately upon completion of the project,within two days of final grading,or by the expiration of the permit,whichever is first! Page 2 of 6 V NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC 1D 1-4738-03634 7. Temporary Mulch,.Final Seeding If seeding is impracticable due to the time of year,a temporary mulch shall be applied and final seeding shall be performed at the earliest opportunity when weather conditions favor germination and growth but not more than six months after project completion.. s. Minimum % Vegetative Cover Suitable vegetative cover is defined as a minimum of 85 %area vegetative cover with contiguous unvegetated.areas no larger than l square foot in size. 9. Silt Screen Prior to commeneernent of any construction activities,a continuous line of silt screen (maximum opening,size of:U.S.Sieve#20)shall be staked.as shown on the approved plan. 1o. Silt Screen to Be Recessed Silt screen shall be recessed six inches into the ground.. 1-1. Maintain Snit Screen The screen shall be maintained,repaired and replaced as often as necessary to ensure proper function,until all disturbed areas are permanently vegetated. Sediments trapped by the screen shall be removed to an approved upland location before the screen is removed. 12. Materials Disposed at Upland Site Any demolition debris,excess construction materials,and/or excess excavated materials shall be immediately and completely disposed of on an approved upland site mono than too feet from any regulated freshwater wetland. These materials shalt be suitably stabilized so as not to re-enter any water body,wetland, or wetland adjacent area. 13. Equipment Storage 100' from Wetland,Water Body All'equipment and machinery shall be stored and safely contained greater than 100 feet landward of the regulated wetland or water body at.the end of each work day. This will serve to avoid the inadvertent leakage of deleterious substances into the regulated area. 14. Fork Area Li,nits Any work,disturbance, and or storage of construction materials shall be confined to within the limit of clearing and ground disturbance shown on the approved plan. 15. Authorized.Innovative/Alternative Clnsite Wastewater Treatment Systems(I/A OWTS)Septic Systems This permit authorizes the installation of any models of 1/A OWTS septic system which have received the approval of the Suffolk County Department of Health Services(SCDHS), If SCDHS rescinds its approval of one or more of these models during the term of this permit,DEC will no longer approve new 'installations of that model. The list of I/A OWTS systems which have received approval by SCDHS are found on the Suffolk County Website under the Reclaim Our Water-Homeowner section at: Overview of Provisionally Approved Technologies. 16. Maintenance of Installed Innovative/Alterrnative Onsite Wastewater Treatment Systems(t/A OWTS) The permittee must maintain,service and repair the installed l/A OWTS in accordance with the maintenance schedule set forth in the Suffolk County Department of Health Services(SCDHS) permit issued for the system_ 17, Runoff and Discharges Directed to Drywells All roof runoff and/or pool discharges shall be direeted to drywells located greater than 75'from the wetland boundary. Page 3 of 6 NEW YORK STATE DEPARTMENT OF.ENVIRONMENTAL CONSERVATION Faeffitv DEC ID 1-4738-03634 m Notice Covenant The permittee shall incorporate the attached Covenant(or similar Department- approved language)to the deed for the property where the project will be conducted and file it with the Clerk otSUFFOLK County within 30 days of the eff6ctive date of this permit. This deed covenant Shall run with.the land,into perpetuity. A copy of the covenanted deed or other acceptable proof of record, along with the number ;assigned to this permit,shall be submitted within 90 days of the effective date of this permit to Regional.Rabitat,Manager NYSDEC Region I Headquarters, SUNY an Stony ,Sto BrookJ50 Circle Rd Stony Brook,NY 11790 -3409 19. Area Planting Specifications The non-disturance,non-fertilization buft'ef area shall be maintained as a natural area and remain undisturbed as follows : as shown on the approved plan. 20. State Not Liable for Damage The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations underwken by the State for the conservation or improvement of navigation,or for other purposes,and no claim or right to compensation shall accrue from any such damage. 21. State May Order Removal or Alteration of Work If future operations by the State of New York- require an alteration in the position of the structure or work herein authorized,or if, in the opinion of the Departnient of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health,safety or welfare of the people of the State,or cause loss or destruction of the natural resources of the State, the owner may be ordered by the Department to remove or alter the structural work,obstructions, or hazards caused thereby without expense to the State, and if,upon the.expiration or revocation of this permit,the structure, fill, excavation,or other modification of the watercourse hereby authorized shall not be completed,the owners,shall,without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of'New York on account of any such removal or alteration. 22. State May Require Site Restoration If upon the expiration or revocation 01'thils,Permit,the project hereby authorized has not been completed,the applicant shall,without expense to the State,and to Stich extent and in such time and manner as the Department of Environmental Conservation may lawfully require.remove all or any portion of the uncompleted structure or Fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. 23, Precautions Against Contamination of Waters All necessary precautions shill be taken to preclude contamination of any wetland or waterway by suspended solids, sediments,fuels, solvents, lubricants, epoxy coatings,paints, concrete, leachate or any other environmentally deleterious materials associated with the project. Page 4 of 6 NEWYORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-03634 GENERAL CONDITIONS - Apply to ALL Authorized Permits: I. Facility Inspection by The Department The permitted site or facility,including relevant records,is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation (the Department)to determine whether the permittee is complying with this permit acid.the ECL. Such representative may order the work suspended pursuant to ECL 71-0301 and SAPA 401(3). The permittee shall provide a.person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit,including all referenced.maps,drawings and special conditions, must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit, 2, Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department,issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms,conditions or requirements contained in such order or determination. 3. Appliestions For Permit Renewals,Modifientions or Transfers The permittee must submit a separate written application to the Department for permit renewal, modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal,modification or transfer granted by the Department must be in writing. Submission of applications for permit renewal,modification or transfer are to be submitted to: Regional Permit Administrator NYSDEC Region I Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook,NY1 1790-3409 4. Submission of Renewal Application The permittee must submit a renewal application at least 30 days before permit expiration for the following permit authorizations:Freshwater Wetlands. 5. Permit Modifications,Suspensions and Revocations by the Department The Department reserves the night to exercise all available authority to modify, suspend or revoke this pen-nit. The grounds for modification,suspension or revocation include: a. materially false or inaccurate statements in the permit application or supporting papers; b. failure by the permittee to comply with any terms or conditions of the permit; U. exceeding the scope of the project as described in the penuit application; Page 5 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC 1.9 1-4139-03634 d, newly discovered material information or material change in environmental conditions,relevant technology or applicable law or regulations since the issuance of the existing permit; e. noncompliance with previously issued permit conditions,orders of the commissioner,any provisions of the Rnvironmental Conservation Law or regulations of the.Department related to the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute, regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to1ndemnification The permittee,excepting state or federal agencies,.expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York-, its representatives, employees, and agents("DEC")for all claims, suits,actions,and damages,to the extent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with,or operation and maintenance of the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims,suits,actions, or damages to the extent attributable to DEC's own negligent or intentional acts or omissions,or to any claims, suits,or actions naming the DEC and arising under. Article 78 of the New York Civil Practice Laws and Rules or any citizen slat or civil rights provision under federal or state laws. Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for in-forming its independent contractors, employees,agents and assigns of their responsibility to comply with this permit,including all special conditions while acting as the permittee's agent with respect to the pen-nitted activities, and such persons sliall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Pennittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits, approvals,lands, easements and rights-of- way that way be required to carry out the activities that are authorized by this pen-nit. Item D:No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title,or interest in real or personal property held or vested in a person not a party to the permit. Page 6 of 6 B ING DEPARTMENT- Electrical Inspector JAN 12 2024 ' `"` TOWN OF SOUTHOLD o ="` Town Hall Annex- 54375 Main Road - PO Box 1179 BUT Tf7 Southold, New York 11971-0959 w v 5 F n ' elephone (631) 765-1802- FAX (631) 765-9502 ' rogerr(a-southoldtownny.gov- seand(&-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ail Information Required) Date: //4-11 z�.z Company Name: LV`i-2 E-tg5c—% 9- L L C Electrician's Name: o L-. A-#-A-C--G License No.: Elec. email: L C Elec. Phone No S(6 -:2 • moo/ ❑I request an email copy of Certificate of Compliance Elec. Address.: f-,;.a oc 9 VI JOB SITE INFORMATION (All Information Required) Name: 1,J A- Address: P-C,r �(t Cross Street: Phone No.: l Y, 6 5-9 Bldg.Permit#: 'm 2& . email: eJ (p-Vsp c2*J. Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): G�,�✓I C� -�- �c 1r� � Square Footage: 63 Circle All That Apply: Is job ready for inspection?: ❑ YES 2NO []Rough In ❑ Final'',, Do you need a Temp Certificate?: �YESF-] NO Issued On 1112Jal( Temp Information: (All information required) Service Size©1 Ph❑3 Ph Size: 190 A #Meters Old Meter# ffNew Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals bdl 2 H Frame Pole Work done on Service? 0 Y ON Additional Information: PAYMENT DUE WITH APPLICATION Rem .1 a 9a Jay � f �o�OSVFFOtq�� p G BUILDING DEPARTMENT-Electrical Inspector y` TOWN OF SOUTHOLD CA Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 ®� Telephone (631) 765-1802 Temporary Certificate #__�L Date r 2024 Customer Name a e/ II,,'R 1/)/A rn q Electrician Name LVr (-I P�✓(G Address f 6�s L gel W // `L Phone 5�ro a 7j3 D7 ifl e-mail L-ah FC-R LkO?�o N PJ-P_� e-mail L V f E L6-Cf G LI-0-e° &M,14 Phone 9/,/(� 5 (� �J�o License# I'V) L 1 - S, Size___a_0A 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.6n the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 days from the date above Authorized by'� -------------------------------------------- - P B:,-*PING DEPARTMENT- Electrical Inspector JP1 1 2 TOWN OF SOUTHOLD C* Town Hall Annex- 54375 Main Road - PO Box 1179 C4 Southold, New York 11971-0959 AP1 ni, T, phone (631) 765-1802 - FAX (631) 765-9502 N. ro-gerrAsoutholdtownny.gov - seand(cDsoutholdtownny..qov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ail Information Required) Date: I//I-' a Lr Company Name: L 0 JZ k �,, t L C_ Electrician's Name: _C>6 6/4L- A-#- 4 �G- a- License No.: )nZ_::- 6 1 1� Elec. email: 4 _C C_I LC_rs- ChA 2>aj Elec. Phone No(-S-(G)_:2aa- c,-7,py 0 1 request an email copy of Certificate of Compliance Elec. Address.: t,?- . pd- Z5 /J lf,5 q�( JOB SITE INFORMATION (All Information Required) Name: Address: tlj Cross Street: Phone No.: 59 , Q 2 x Bldg.Permit#: email: VZe le i Vp) AAL--(— Tax Map District: 1000 Section: Block: e Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): [—Square Footage: Circle All That Apply: Is job ready for inspection?: ❑ YES �10 F-]Rough In ❑ Final e L jr Do you need a Temp Certificate?: YES [] NO issued On 'o, Temp Information: (All information required) Service Size©l PhF—]3 Ph Size: '290 A # Meters Old Meter# ffNew Servicer-1 Fire ReconnectE]Flood Reconnect FlService Reconnect Elunderground ElOverhead # Underground Laterals E?l f-12 H Frame 0 Pole Work done on Service? DY F]N Additional Information: PAYMENT DUE WITH APPLICATION Rem ] b 4 �3()D l r PERMIT# Address: Switches Outlets ., GFI's l Surface 1 Sconces. , 1 H H's i UC Lts Fridge HWcojtLf' POOL , Fans v1 -Mini Fr. � W/D Panel Pump Exhaust s Oveng Sump Heater Trnsfmr Smokes - DW Generator Salt Gen. Carbon Micro GrbDis Water Bond Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc CombT Cooktop Minisplit Blow es- Q& r C AH Hood 1 Blower Service Amp Havest�O Used Sub Amps Have Used -- Comm is VV 0, A en±- �° Town Hall Annex `r*fi x+, Telephone(631)765-1802 54375 Main Road `r;. Fax(631)765-9502 P.O.Box 1179 Southold, NY 11971-0959b. AS 3 4 BUILDING:DEPARTMENT .. NOTICE OF-UTILIZATION OF.-TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED'.' WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION J Owner:. t.�3 Location of Property:— .J� 7 ? ._ p rty 7 Please take notice that the (check applicable line): -New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line):; Floor framing, including girders and beams(F) Roof framing (R) Floor and roof framing (FR) Signature _._ Name (person submitting this form):, �4�I.�� Capacity( eck applicable line): Owner Owner representative TrussReg15.doox Effective 1/1/2015 Advantage Title Agency Inc. hereby certifies to: TOWN OF SOUTHOLD That a search has been made for a chain of title of the premises in Parcel A (subject premises) and for a chain of title for each parcel adjacent to said Parcel A from January 1, 1955 to date. The purpose of this examination is to determine if any contiguous property was owned by an owner of the subject premises since the date of any previously applicable zoning ordinance as of January 1, 1955. The subject premises has been held in single and separate ownership since January 1, 1955 to date. This affidavit is made to assist the Board of Zoning Appeals of the Town of Southold to reach any determination which requires as a basis therefore, the information set forth herein; and knowing full well that said Board will rely upon the truth thereof. First American Title Insurance Company (See letter annexed hereto.) ADVANTAGE TITLE AGENCY, INC. A Kathy Randazzo rr Executive Vice President Sworn to before me this "t day of 20-�3 - Q01 Notary Public S ALICE GORMAN Notary Public,State of New York No.01G06070980 Qualified in Suffolk Coi n Title No.: SSA-484708-21 Commission Expires March 11"20 Reference: 1805 Laurel Way,Mattituck Effective date: July 27, 2021 at 9:00 a.m. 631.424.6100 > advantagetitlexom 201 OLD COUNTRY RD,S T E 200 245 PARK AVENUE 20 WEST ,RAIN STREET 2 NEWTOWN LANE NIELVILLE,NY 11747 I NEW YORK,NY10161 I RIVERHEAD, NY 11901 I EAST HANIPTON, NY 11937 Page 1 of 13 SSA-484708-21 Advantage Title Group Agency;LLC hereby certifies to: TOWN OF SOUTHOLD That a search has been made for a chain of title of the premises in.Parcel A (subject premises)and for a chain of title for each parcel adjacent to said Parcel A from January 1,1955 to date. The purpose of this examination is to determine if any contiguous property was owned. by an owner of the subject premises since the date of any previously applicable zoning ordinance as of January 1, 1955.. The subject premises has.been,held in single and separate ownership since January 1, 1955 to date. This affidavit is made to assist the Board of Zoning Appeals of the Town of Southold to reach any determination which requires as a basis therefore, the information set forth herein,and knowing full well that said Board will rely upon the truth thereof. The Company's liability under this Certificate shall only be to the party to whom it is certified and such liability shall under no circumstances exceed the amount of Twenty-Five Thousand Dollars ($25,000.00).for any reason and no policy of title insurance can be issued based upon the information contained in this Certificate. First American Title Insurance Company (See letter annexed hereto.) ADVANTAGE TITLE GROUP AGENCY, INC. t4 I J . nny Hall SVP/Underwriting•C nsel Sworn to before me this day of L ALICE G©RIVIAN ut�l c,si2te of v?w York Notary Public No.OIG0607o9.6so Qualified i-Suffolk Co Commission Hxpires.Marcpt 11..20 Title No.: SSA 484708-21 Reference: 1805 Laurel Way,Mattituck Effective date: September 29, 2023 at 9:00 a.m. u L L C. J P y (it.it L i_P 7 Y P A,- 20Rl }" .` 1 -� �� 441 }MQ; .ry W' 41- August 18,2021 J Town of Southold 54375 Route 25 Southold NY 11971 RE: Title No: SSA-484708-21 Tax Map Info: District 1000, Section 121.00,Block 04.00 and Lot 024.000 Dear Sir or Madam: Please be advised that ADVANTAGE TITLE AGENCY,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. LaPorta,Esq. New York State Counsel Agency Division PAL/gb cc: ADVANTAGE TITLE AGENCY, INC. r 201 Old Country Road Suite 200 Melville,NY 11747 Phone No. (631) 424-6100 666 Third Avenue,5th Floor,New York;NY 10017 re,_ 212.381-6600 • Fax 212,922.0881 www.firstamny.com Advantage Title Agency Inc. hereby certifies to: TOWN OF SOUTHOLD That a search has been made for a chain of title of the premises in Parcel A (subject premises) and for a chain of title for each parcel adjacent to said Parcel A from January 1, 1955 to date. The purpose of this examination is to determine if any contiguous property was owned by an owner of the subject premises since the date of any previously applicable zoning ordinance as of January 1, 1955. The subject premises has been held in single and separate ownership since January 1, 1955 to date. This affidavit is made to assist the Board of Zoning Appeals of the Town of Southold to reach any determination which requires as a basis therefore, the information set forth herein, and knowing full well that said Board will rely upon the truth thereof. First American Title Insurance Company (See letter annexed hereto.) ADVANTAGE TITLE AGENCY, INC. Y Kathy Randazzo (f Executive Vice President Sworn to before me this f day of Notary Pubic ALICE GORMAN Notary Public,State of New York No.01GO6070980 Qualified in Suffolk Cc Title No.: SSA-484708-21 commission Expires March 1'..21) . Reference: 1805 Laurel Way, Mattituck Effective date: July 27, 2021 at 9:00 a.m. 631.424.6100 advantaget'itip-.corn 201 OLD COUNTRY RD,STE 200 245 PARK AVENUE I 20 WEST MAIN STREET 2 NEWTOWN LANE MELV€L_LE,PAY 11747 NEW YORK,NY 10167 RIVERHEAD, NY 11901 EASTHAMPT ON,NY 11937 Page 2 of 13 SSA-484708-21 PARCEL"A" Subject Premises District 1000,Section 121.00, Block 04.00 and Lot 024.000 DEED Barbara Jazombek Dated: August 31, 1951 Recorded: April 6, 1953 to Liber: 3496 Florence A.Smith and Marion E.Smith Page: 443 NOTE: Company finds no proof of death in Suffolk County for Florence A.Smith. DEED Lily Smith, being the sole distributee under the Dated: October 15, 1965 Last Will and Testament of Florence A. Smith, deceased Recorded: December 20, 1965 to Liber: 5880 Marion E.Smith Page: 344 First American Title Insurance Company (See letter annexed hereto.) ADVANTAGE TITLE AGENCY, INC. Wa./6 Kathy Randazzo Executive Vice President Sworn to before me this day of 20 r Notary Public RMAN Notary Public,State of New York No.01G06070980 Qualified in Suffolk Coin Commission Expires March 11.20 Page 3 of 13 SSA-484708-21 PARCEL"A" Subject Premises District 1000,Section 121.00, Block 04.00 and Lot 024.000 DEED Dated: December 13, 1995 Marion E. Smith Recorded: March 5, 1996 to Liber: 11764 Pamela Lilli Anshutz, Robert Allen McCaffery, Virginia Marie McCaffery, Denise Anne McCaffery Page: 925 and Thomas Edward McCaffery DEED Pamela Lilli Anshutz, Robert Allen McCaffery, Dated: November 14, 2011 Virginia Marie McCaffery,Thomas Edward McCaffery and Denise Anne McCaffery n/k/a Denise A.Voegel Recorded: November 21, 2011 to Liber: 12677 Barbara J. Kohn Page: 168 First American Title Insurance Company (See letter annexed hereto.) ADVANTAGE TITLE AGENCY, INC. Kathy Randazz Executive Vice President Sworn to before me this day of AyzieE GORMAN Notary Public Notary Public,State of New York No.01G06070930 Qualified.in Suffolk Couz1 Commission Expires March 11.20 J Page 4 of 13 SSA-484708-21 PARCEL"A" Subject Premises District 1000,Section 121.00,Block 04.00 and Lot.024.000 LAST DEED OF RECORD Dated: December 29, 2012 Barbara J. Kohn Recorded: December 31, 2012 to Liber: 12715 '1805 Laurel Way LLC Page: 560 First American Title Insurance Company (See letter annexed hereto.) ADVANTAGE TITLE AGENCY, INC. Kathy Randazzo r Executive Vice Pr sident Sworn to before me this ! day of 202� Notary Public ALICF GORMAN Notary Public,State of Neer Yoric No.01G060,70980 Qualified in.Si.iffoik coua Commission Expires Marc 17.,20 ,,.... Page 5 of 13 SSA-484708-21 PARCEL"B" Premises adjacent to the West District 1000,Section 121.00, Block 04.00 and Lot 023.000 DEED Dated: August 2.7, 1949 Barbara Jazombek Recorded: August 30, 1949 to Liber: 2986 John Fafinski and Sophie Fafinski,_his wife, Page: 391 as tenants by the entirety NOTE: No proof of death found in Suffolk County for John Fafinski. DEED Dated: July 1, 1969 Sophie Fafinski Recorded: July 23, 1969 to Liber: 6590 Thomas J. Gorman and Mary G. Gorman, his wife Page: 19 First American Title Insurance Company (See letter annexed hereto.) ADVANTAGE TITLE AGENCY, INC. Kathy Randazzo C/ Executive Vice President Sworn((two before me this�day of 9A=,-2�, GORM N Notary Public Notary Public,State of Idew York No.01G0607 0980 Qualified in Suff 11 Cc-)ur,,y commission Expires March 11.20 Page 6of13 SSA-484708-21 PARCEL"B" Premises adjacent to the West District 1000,Section 121.00, Block 04.00 and Lot 023.000 DEED Dated: September 15, 1977 Thomas J. Gorman and Mary G. Gorman, his wife Recorded: September 19, 1977 to Liber: 8309 Thomas J.Gorman and Mary G. Gorman, Page: 598 as tenants in common NOTE: Mary G. Gorman-died October 2, 1989;Surrogates Court Suffolk County File No. 2083P1989 DEED Nancy Eshelman, as Executrix of the Last Will and Dated: June 5, 1990 Testament of Mary G. Gorman,as to a one-half interest Recorded: July 25, 1990 to Liber: 11108 Thomas J. Gorman Page: 438 NOTE:Thomas J. Gorman died April 28, 2007;Surrogates Court Suffolk County File No. 1194P2007. First American Title Insurance Company (See letter annexed hereto.) ADVANTAGE TITLE AGENCY, INC. athy Randazzo Executive Vice President Swor to before me this day of 20.;� . i 9__Z_ ATZ �. G. CJ?�..i .N Notary Public Notary Ft,t')"C'seat:.of>•�< 'o.O?.GO6 '7f39fs0 Yarkt Comrnissfen rch Expires?v;a 11,2U Page 7 of 13 SSA-484708-21 J PARCEL"B" Premises adjacent to the West District 1000,Section 121.00, Block 04.00 and Lot 023.000 LAST DEED OF RECORD Michael E. Gorman, an individual,as Executor under Dated: January 6, 2009 the Last Will and Testament of Thomas J. Gorman; reserving a Life Estate for Michael E.Gorman Recorded: January 26, 2009 to Uber: 12578 Nancy Eshelman, an individual, Patricia Scott, an individual, Mary Lou Gagliano, an individual,and Page: 693 Thomas J.Gorman,Jr., an individual, as Tenants-in- Common First American Title Insurance Company (See letter annexed hereto.) ADVANTAGE TITLE AGENCY, INC. 0 Kathy Randazz Executive Vice resident Sworn to before me this day of a20 ,24. -" _ Notary Public � .- v-. GC�RMAN T7c+Iry Public,state of 1, yQX No.01 G06070980 Qualifeci in Suffolk County C.�rnnisaion£xpireS March 11.2( . Page 8 of 13 SSA-484708-21 PARCEL"C" Premises adjacent to the East District 1000,Section 121.00, Block 04.00 and Lot 025.000 DEED Dated: September 17, 1951 Agnes T. Mackay , Recorded: October 8, 1951 to Liber: 3274 Daniel W. Merritt and Regina I. Merritt, his wife, Page: 381 as tenants by the entirety NOTE: Covers the easterly part of Tax Lot 025.000. DEED Hector MacDonald and Dolores C. MacDonald. Dated: September 29, 1951 his wife,as tenants by the entirety Recorded: October 16, 1951 to Liber: 3277 Daniel T. Merritt and Regina I. Merritt, his wife, Page: 479 as tenants by the entirety NOTE: Covers the westerly part of Tax Lot 025.000. First American Title Insurance Company (See letter annexed hereto.) ADVANTAGE TITLE AGENCY, INC. kathy Randazzo Executive Vice President Sworn to before me this day of 20�- Notary Public �T�t�ry Ptzblic,5:at^Or c't^r Yosk Nn.OIG060709B() rod in Suf:olic C2c i Y Crnnrni�,irr FrViresMarcnii. Page 9 of 13 SSA-484708-21 PARCEL"C" Premises adjacent to the East District 1000,Section 121.00, Block 04.00 and Lot 025.000 DEED i Dated: January 12, 1955 Daniel W. Merritt and Regina I. Merritt, his wife Recorded: January 17, 1955 to Liber: 3824 John W. Lee and Adeline L. Lee, his wife Page: 599 i DEED � Dated: November 10, 1978 John W. Lee and Adeline L. Lee, his wife Recorded: November 15, 1978 to Liber: 8533 Adeline L. Lee Page: 419 First American Title Insurance Company (See letter annexed hereto.) ADVANTAGE TITLE AGENCY, INC. G Kathy Randazzo Executive Vice President Sworn to before me this day of 20,14 GORMAN Notary Public N-tart/P1_11)11c;'State of:Ne Y.or No.0 1G O607C 980 Chia 4fied in S,_iffalk(-"C 'c?mrct.;xyi,}rt Pxvrre,tvarch 11 .2Q Page 10 of 13 SSA-484708-21 PARCEL"C" Premises adjacent to the East District 1000,Section 121.00, Block 04.00 and Lot 025.000 LAST DEED OF RECORD Dated: April 27, 1993 Adeline L. Lee Recorded: May 12, 1993 to Liber: 11628 Michael D. Ryan Page: 798 r First American Title Insurance Company (See letter annexed hereto.) ADVANTAGE TITLE AGENCY, INC. Kathy Randazzo Executive Vice President Sworn to before me this day of - uc.E GC)RMA N Notary Public Notary Pu lic,State of r'Te�r.York N�.f7 s.0 iG�£ 099 count C�sr,;rie;sion Expinxs;�',areh Page 11 of 13 SSA-484708-21 PARCEL."D" Premises adjacent to the South Laurel Lake Laurel Lake is a body of water. First American Title Insurance Company (See letter annexed hereto.) ADVANTAGE TITLE AGENCY, INC. j Kathy Randazzo r Executive Vice President Sworn to before me this day of 20 r ' Notary Public Notary Public,state of'N w Xor3� No.OIG06070980 Clu:17ififsct in Sxztfp?lc County commission rxp;res march 11.20 Page 12of13 SSA-484708-21 PARCEL i E" Premises adjacent to the North Laurel Way Laurel Way is a private road. First American Title Insurance Company (See letter annexed hereto.) ADVANTAGE TITLE AGENCY, INC. Kathy Randazzo Executive Vice Pe6sident Sworn to before me this day of 20�- Notary Public ALICCE GOR M 1\T -Motary Public.State of Nevv York O*'.CX-)6.C,7C`98O QI.x.=: fic�;ca Se.:f;`oik C.'a.zry . Cc;n^•-iar bsrt� .-irc>s C-�ar.:'s-;9.;.'.p.F,�" ,. * ALL ELEVATIONS REFER TO AN ASSUMED DATUM BEARINGS SHOWN HEREON ARE BASED SYMBOL LEGEND OE Q ON LIBER 13136 PAGE 0316 ,L 0 MONUMENT FND 0 I.P. /I.B. FND \ \ • I.P. /I.B. SET \\ CRESCENT WAY *A05-0 SPOT ELEVATIONSCOL) \� � D UTILITY POLE `� >— GUY WIRE (LAUREL WAY) UTILITY POLE W/LIGHT � j LIGHT POLE `�� (25' WIDE) SIGN FIRE HYDRANT / �Y ��T� EpGE OF PUil. q EN UTILIT�I`� PVC FENCE (PVC) l _ -TM - ' POLE / —� STOCKADE FENCE (STK) / 1 �`v _N- �g / —X— CHAIN LINK FENCE (CLF) �/y'�L �I ?! - 'uI� 116% WIRE FENCE / + t± .ULCO-4, 4i�02( oQ�f� EIS (0 MANHOLE 1 55.128i_ a- r �' ® 'A"-INLET I 1 M 8 DIAM X 2 / / ® "B"-INLET I 1 DEEP LEA Y MON ® YARD INLET P L/ i x i j ��NG ® YARD INLET STSTIN Z A/C UNIT DO WELL G PROPO ® ELECTRIC METER / Q 1 1PORTHGF II / IN MIGAS METER % 1 \ GO1 NEW (M WATER METER / o I l SIN�ULAR D4 GAS VALVE �Oj �` 0, SYSTEM >RIOj�1 "" / = 1 1 0 35 TINT pUILDING, 1�O 1 pd WATER VALVE / $ 1 nn,, / OK � TEST HOLE / ¢ 1 ;_r/ �I \SETBA �\ I t t� 1 1B TREE j y�' �07/ r sir(Vert 111 1 INiO AttY VE71Y ,y�S \ 4 L SHRUB / 1 / + mm B I LPIPE I • BOLLARD j / Y/ALARM /c/o Nvm..Fmomm 1t WETLAND FLAG / 1 / C)f _ �\ \ IS 1 D.C. DEPRESSED CURB i 1 / L BAN I // ;•t1j�• Y PORCH I FE. FENCE 1 m'� i 01 ' 'R8 MAS. MASONRY �032.0 pp! PLAT. PLATFORM /1! i HOLE+ LANES QR W.W. WINDOW WELL B/W BAY WINDOW 1 l/Y � i t p T I C/E CELLAR ENTRANCE LAND N/F 1 ,p`�c : / Y W OlA 0/H OVERHANG NANCY ESHELMAN ` �� /° + g ` .` + / ' °R 'T TAX LOT 23 1 /�161 \4 PROPOSE_�(N , CANTO ROOF OVER. CANTILEVER j • � 8.0` FAMILY RESIDENCE •Y +1 PROPOSED �( SET G.O.L. GENERALLY ON LINE WATERUNEI / ! 1K I 0 CROSS CUT I T r, 'h I 0 Q STAKE PROPOSED WELL I / c 32.0' ' FNDI +'~ G O/L ON LINE PROVIDE HAY BALES AND h'?1,j• + RAS2. ED$ED';,; I' �+PON � SILT FENCE AS SHOWN FOR I PROPOSED EROSION CONTROL \ :o R:cRNC. gjlp� /'1 I ° —� +°" LAND N/F BUILDING COVERAGE I ' — 20.0' ' ; LOT AREA uMlr IiF RI"H�•�""` Q; I MICHAEL D. RYA gjJp.',,�(,�� ` GRACING' i . D.'DIS RBAN(E: -� 1 TAX LOT 25 19,538.20 S.F. = 0.45 AC. SHRUBS. aBt.. :. 11p� A. BUILDING 1,280.00 DOSTING UnV C ,: 4,:.' •... q / ::7/ ./ A m`F: • I a� SEPTIC SYSTEM POCF CO+IVC. CURB 1,280.00 S.F. = 0.03 AC. T 1 ..:...i l....:'. /_ �-03• .. :., : .1.. , , ::. 7% LOT COVERED 7. .1c 41. ?, �� PROPOSED ;;`� =.'• ,, % F: ,. y FND LOT COVERAGE r PIPE r •' •: •�;;: z' LOT AREA .' f' ' •''fiiS' 19,538.20 S.F. G r= r1C. . . & i'/, y/.: r'. ,i.:`•1f�.. 'i . ;.% i:•i /�.. WAIL /. ��..,: ° i ..i• y.,O. A 7.1 BUILDING = 1,280.00 /' �' %'LAND N`• �` W. DRIVEWAY = 755.87 /F�' .: •`' •;:' RE DECK = 485.36 DAN1Ek:,FR1i�RArRs .. .j '-'PN_ w r. APPROVED. BY TAx-� - - .. ,.�5 .',H°�,.. y�{ W gut PORCH = 96.00 2,617.23 S.F. = 0.06 AC. BOARD f 5� ' '._04'+ :" —+g 13% LOT COVERED OF f �USTEES Mom . y- .- >. �` TOWN OF.SO,UThiOI® ? ' ` �,� a TEST HOLE DATE 6 o NOT TO SCALE loop O, GRADE ELEV. 29.3' BROWN SAND LOAM (OL) BPALEpIFP� FINE TOO COATI ENSAND WITH 10% GRAVEL ' r �0 010 rptI� ti t5 �0�� a0 3' (SW) Oj/ �0 a* :..�. VFW"SCR f�VW NOvs 0. �� V fed`y.1� 6 ooio0 � LOT AREA PALE BROWN FINE 19,538.20 S.F. (S MEDIUM SAND (SIP) NQTE$i TAX LOT 11 0.45 AC. LAUREL LAKE 1. PROPOSED FEATURES PROVIDED BY OTHERS PROPOSED 12• 2. NEIGHBORING SEPTIC/WELL LOT CLEARING AREA NO WATER ENCOUNTERED LOCATIONS PROVIDED BY OTHERS W 1s,538.2o S.F. = 0.45 AC. McDONALD GEOSCIENCE 3. WETLAND LOCATIONS PROVIDED D 9,025.91 S.F. CLEARED 04-09-02 BY OTHERS 46% LOT CLEARED 30 GRAPHIC SCALE 3UN 3 0 2023 8 0JTS JDL 30 1 0 19 2022 ADDED REQUESTED DIMS JWC LINES JWC JDL 6 10 12 2022 REVISED LCGD LINE PER TOWN MARKUP JWC JDL Southold Town 5 08 18 2022 REVISED SURVEY TR JDL ( Board of Trustees 4 03 22 2022 REVISED SURVEY JH JDL IN FEET ) 3 03 21 2022 REVISED SURVEY JH JDL 2 103/16/20221 PROPOSED ADDED JH JDL 1 inch = 30 ft. REV DATE DESCRIPTION BY CHK �P, o LEA OpSCALICE SURVEY OF PROPERTY � ti 1805 LAUREL WAY and surveying SITUATE VILLAGE OF MATTITUCK �2 �° mjslandsurvey.com P:631 -957-2400 TOWN OF SOUTHOLD i9 050736 QJ DR.:MC CREW.:NB SCALE: 1" = 30' SUFFOLK COUNTY, NEW YORK p CA NO S� TAX MAP N0. DATE SURVEYED: 02/25/2022 JOB No.S22-0469 1000-121.00-04.00-024.000 (1)UNAUTHOWED ALTERATION OR ADDITION TO THIS SURVEY MAP BEARING A LICENSED MAID SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7109,SUB-OMSION 3,OF NEW YORK STATE EDUCATION LAW.(2)ONLY BOUNDARY SURVEY MAPS WITH THE SURVEYOR'S EMBOSSED SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE SURVMR'S ORIGINAL WORK AND OPINION. 3 CERNTCATIONS ON THIS BOUNDARY SURVEY MAP SIGNIFY THAT THE MAP WAS PREPARED IN ACCORDANCE WITH THE CURRENT EXISVNG CODE OF PRACTICE FOR LAND SURVEYS ADOPTED Eft THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS,INC.THE CERTIFICATION IS LIMITED TO PERSONS FOR WHOM THE BOUNDARY SURVEY MAR IS PREPARED.TO THE TITLE COMPANY.TO THE GOVERNMENTAL AGENCY.AND TO THE LENDING INSTITUTION LISTED ON THIS BOUNDARY SURVEY IMP.(4)THE CERTIFICATIONS HEREIN ARE NOT TRANSFERABLE(5)THE LOCATION OF UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS ARE NOT ALWAYS KNOWN AND OFTEN MUST RE ESTIMATED.IF ANY UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS EXIST OR ARE SHOWN.THE IMPROVEMENTS OR ENCROACHMENTS ARE NOT COVERED BY THIS SURVEY.(R)THE OFFSET(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES.RETMNING WALLS•POOLS.PATIOS PLANTING AREAS.ADDITIONS TO BUILDINGS.AND ANY OTHER TYPE OF CONSTRUCTION.(7)PROPERTY CORNER MONUMENTS WERE NOT SET AS PART OF THIS SURVEY.(8)THIS SURVEY WAS PERFORMED WITH A SPECTRA FOCUS 30 ROBOTIC TOTAL STATION. (9)THE SOSTENCE OF RIGHTS OF WAY AND/OR EASEMENTS OF RECORD IF ANY.NOT SHOWN ARE NOT GUARANI®. (10)SURVEY IS SUBJECT TO ANY STATE OF FACTS WHICH AN UP-TO-GATE TILE ENAMINATION MAY DISCLOSE SYMBOL LEGEND �, �. * ALL ELEVATIONS REFER TO AN ASSUMED DATUM BEARINGS SHOWN HEREON ARE BASED ON LIBER 13136 PAGE 0316 .1 Fl MONUMENT FND O I.P. /I.B. FND \ 0 I.P. /I.B. SET \ CRESCENT W A Y 0155 SPOT ELEVATIONS \ CO-) UTILITY POLE >---- GUY WIRE �\ a UTILITY POLE W/LIGHT ��` (LAUREL WAY) ( LIGHT POLE I-----T (25' WIDE) SIGN FIRE HYDRANT / - - EDGE OF PAVEMENT - —� PVC FENCE (PVC) / - �*-=----- E POLE STOCKADE FENCE (STK) —21.7 / —X— CHAIN LINK FENCE (CLF) / �,` �m r�yc�_ I i .CICCO- �11.fi/ WIRE FENCE // + +y0 LILCO-4 �.7F4-C2/ 'OO'!E' i // © MANHOLE 1 + 55.•,281_ y^ I r "A"-INLET I I FND 1 8 CIA),X 2 i FN MON 'B"-INLET I I MON PEEP LEACF)ING El YARD INLET I h aa��y�, P L/ 50% I / EXISTING YARD INLET O + +\y' M1 / EXP' j SEPTIC SYSTEM EXISTING / a A O A/C UNIT WELL / I �� PROPOS&� I ❑E ELECTRIC METER SAPMOPLING 11 �, I O� © GAS METER / I 1 NEW'NORWECO tJI / 1 TNT-500 i I0 / O WATER METER 4 % SINGULAR H I I X GAS VALVE _ C'I �\ `� 0 %CAREEN'SYSTEM, 'Q'1 N WATER VALVE / y 1 pN, I % 0 35' ONT'BUILDING TEST HOLE T I �! %SEETTB,,ACK SHRUB / �I +yM19' / + + NT TIE INTTREE O S6ARYYVENT a BOLLARD / I I ALARM IN.PIPETHE FOUNDAT DN 1 > a A WETLAND FLAG / I COJQTR L C/0 I ai i j D.C. DEPRESSED CURB i / /-1)�L PORCH _ SET FE. FENCE I % yy. STK MAS. MASONRY I+ I% + ET TEST y^'32.0 20'0' -I,S I Q PLAT. PLATFORM I /1 / HOLE+ DRAT I 1 W.W. WINDOW WELL �� LINES I ' B/W BAY WINDOW I ^� / ya R P. I C/E CELLAR ENTRANCE LAND NIP I8 Di/ +1"o +y^ IDRYWELL NANCY ESHELMAN I / 0/H OVERHANG TAX LOT 28 I ` R/0 ROOF OVER 1 / /6 FAMILY SINGLE l CANT. CANTILEVER j `� 8.0 AMILY RESIDENCE ONE Oki IkET I PROPOSED WATERLINE/ ��/ pV�10�• /;! STK I G.O.L. GENERALLY ON LINE ® CROSS CUT ^ SET %0 ,00 N I Q Q STAKE PROPOSED WELL 1 I ` o � 32.0' -.1 FND I +yN EAS G 0/L ON LINE PROVIDE HAY BALES AND —21 + +' _-PROPOSED SET I, ,+ 'MON � SILT FENCE AS SHOWN FOR I 7' "'� p RAISED DECIZS.Tk' 9' I PROPOSED EROSION CONTROL y5� "OVER CONC.,PATIO I '� BUILDING COVERAGE LAND NIP 20.0' + LOT AREA I :. 1AMD OF E n�iNc,: TI Q,' I MICHAEL D. RY AND•'G GRADING' f / D;DISIURBAJJCE ''\ I TAX LOT 25 19,538.20 S.F. = 0.45 AC. / SHRUBS. < E PLACED'3'.•ON CENTER 9 BUILDING = 1,280.00 EXISTING UpV�, . ,. ;.L.:.. ..+; { ..+- ,I;.ti•.:.~`t � I 5M1ro SEPTIC SYSTEM ICo 111 CONC. CURB 1,280.00 S.F. = 0.03 AC. ) LY:. •:. I. '�P�, 7% LOT COVERED 9: ram. : � o PROPOSED h4..:. : aW: ";• ::. :.�,+.: :::..,;.':�' FND LOT COVERAGE �y•.. ,� LT;. is '. ...:.?. /• �"�'�: _ PIPE 0.2' LOT AREA Z.. � 19,538.20 S.F. = 0.45 AC.ALL ' • >: 'l.yy y y." :. i 'S,"'.:'.',` /� 7.1' BUILDING = 1,280.00 LA 1D DRIVEWAY = 755.87 RET.. DECK = 4859636 . DAMEL':FE ARYA.;. '` ':'j'c.•: > . . '•: oD 3 wAL PORCH = 96.00n :N`' J TAX° LQ�:�,�4: : :: ....�: ,�..��:�,...•'; . 2,617.23 S.F. = 0.06 AC. 13% LOT COVERED F E B 2 1 2024 NON + •.•,•//� +.: . 5:F1"' ;.- ;,' .•. .y.; TEST HOLE BUILDING I�EP'I' NOT TO SCALE 't01 OF 56)�JTDOLD /.. .: 'a9 `A/ / ': A�' i< ; GRADE ELEV. 29.3' i'' I= 1— LOAM COL) PALE BROWN FINE TO COARSE SAND (µ6y%NfA�yl15 WITH 10% GRAVEL i f� 50 0• (SW Cj '::: y�y' v �N�1 �`AR'�I,, �o Goal RANG 3' ) .�D'/ :••�..�'�::'er./''/ � l� 6 �G� P�0� �� IVY 0H OONG Q�Oo LOT AREA PALE BROWN FINE 19,538.20 S.F. �P)EDIUM SAND NOTES: TAX LOT If 0.45 AC. LAUREL LAKE 1. PROPOSED FEATURES PROVIDED BY OTHERS PROPOSED ,z' 2. NEIGHBORING SEPTIC/WELL LOT CLEARING AREA NO WATER ENCOUNTERED LOCATIONS PROVIDED BY OTHERS 19,538.20 S.F. = 0.45 AC. McDONALD GEOSCIENCE 3. WETLAND LOCATIONS PROVIDED 9,025.91 S.F. CLEARED 04-09-02 BY OTHERS 46% LOT CLEARED GRAPHIC SCALE 9 07 24 2023 STAKEOUT BB JDL 30 0 15 30 8 06 19 2023 ADDED DRYWELL & DRAIN LINES JTS JDL 7 10 19 2022 ADDED REQUESTED DIMS JWC JDL 6 10 12 2022 REVISED LCGD LINE PER TOWN MARKUP JWC JDL 5 08 18 2022 REVISED SURVEY TR JDL ( IN FEET ) 4 03 22 2022 REVISED SURVEY JH JDL 3 03 21 2022 REVISED SURVEY 1 JH JDL 1 inch = 30 ft. . REV DATE DESCRIPTION BY CHK -OF NEyySCALICE;�\�)tEAD/ '°� SURVEY OF PROPERTY �cv 1805 LAUREL WAY ' I a n d surveying SITUATE iD VILLAGE OF MATTITUCK o mjslandsurvey.com P:631 —957-2400 TOWN OF SOUTHOLD C 050736 �� DR.:MC CREW.:NB SCALE: 1" = 30' TAX MAP N0. SUFFOLK COUNTY, NEW YORK �A ND S 1000-121.00-04.00-024.000 DATE SURVEYED:02/25/2022 JOB No. S22-0469 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY MAP BEARING A LICENSED LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209.SUB—DIVISION 2,OF NEW YORK STATE EDUCATION LAW.(2)ONLY BOUNDARY SURVEY MAPS WITH THE SURVEYOR'S EMBOSSED SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE SURVEYOR'S ORIGINAL WORK AND OPINION. (3)CERTIFICATIONS ON THIS BOUNDARY SURVEY MAP SIGNIFY THAT THE MAP WAS PREPARED IN ACCORDANCE WITH THE CURRENT EXISTING CODE.OF PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS.INC.THE CERTIFICATION IS UMTTED TO PERSONS FOR WHOM THE BOUNDARY SURVEY MAP IS PREPARED.TO THE ME COMPANY,TO THE GOVERNMENTAL AGENCY,AND TO THE LENDING INSTITUTION USTED ON THIS BOUNDARY SURVEY MAP.(4)THE CERTIFICATIONS HEREIN ARE NOT TRANSFERABLE(5)THE LOCATION OF UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS ARE NOT ALWAYS KNOWN AND OFTEN MUST BE ESTIMATED.IF ANY UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS EXIST OR ARE SHOWN,THE IMPROVEMENTS OR ENCROACHMENTS ARE NOT COVERED BY THIS SURVEY.(6)THE OFFSET(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS,PATIOS PLANTING AREAS,ADDITIONS TO BUILDINGS,AND ANY OTHER TYPE OF CONSTRUCTION.(7)PROPERTY CORNER MONUMENTS WERE NOT SET AS PART OF THIS SURVEY.(8)THIS SURVEY WAS PERFORMED WITH A SPECTRA FOCUS 30 ROBOTIC TOTAL STATION. (9)THE EXISTENCE OF RIGHTS OF WAY AND/OR EASEMENTS OF RECORD IF ANY.NOT SHOWN ARE NOT GUARANTEED. (10)SURVEY IS SUBJECT TO ANY STATE OF FACTS WHICH AN UP—TO—DATE TITLE EXAMINATION MY DISCLOSE. �e4c�1Qm N%12'pe lmPro�e 7 Pr, n9 P \ ep well. d ` Well over 200' from GROUND EL 29.3' - posed S C Proposed Septic 2.0' BROWN SANDY LOAM (OL) °mpl/n9 P �`,. L� 1 \�`� PALE BROWN FINE TO COARSE 3.0' SAND NTH 10% GRAVEL (SW) N R�z I�r1gY :; , -: r.� ° sln 9Ulq G e°p TNTS�' '��' `�` PAI��'JYJ o � rwau "20 hQ eryS c) a PALE BROWN FINE TO MEDIUM Rml/uo ystem , �, S,b� ------ 12.0' SAND (SP) CM U Im,m„ / / .` •28 LIT —A P041� NC wf maw WRM awspnnp IO� NO WATER a w®o m—C t7 q/Qr ' i �� =' / /• FRm tore �np well. e/°red n°ntro/ �a r ,-'' TEST BORING °�" F_r anel ��' ; o i DUG BY: McDONALD GEOSCIENCE 4/9/02 a O•Pw III ❑°o z i / + o ' O i smwsn"Q C. 7o PYo HXM �+O P,. i j + 1 I y i O , �� Ai o h S °posed / �' /p// ��) CLEANOUT 7 am UPPIy wote,. t c t PLEASE NOTE well P,.°posed�,e// %� ' `�0 "°�'''l ° ; ' i It is the applicant's responsibility to maintain adequate sanitary distance between all /i O —, Veryt em Very water supply and sewage disposal facilities. stn�snvo \j !t � ale_ e9r Fo must be t Te/ntO W Q �' i J6-s\ 2 a— +au' i UndQtor) S/eeve sQnitq o d n C/ V/ r- i� Pe nt th,-o ��° Ano 0' , 8' , Ugh the �,/ / ,"' /C7P7 .a �• u '' - �- +, . . _ / , Dry Cover Notes: a: Q o ,... . °' " ell 1. All at grade covers shall be locking covers. �QF NEW ¢ a ' 3 2.Any Cover that weighs less than 00 Ibs shall Q� gCH{y w W �,4 :...:. a... �4 %;` `` :V prr / have a secondary safety lid. a a - � ' wp»°fed * z+ag 'D'�9rop ��.��.� Sanitary Notes nn = Ca r4 00 + `W/fG N/F ca T FfRR 1. There is no public well or sewage system within 500'. J' 77006 � o w ,o +"'� �� - "� 2% . All surroundin improved roved lots within 150' are on active wells. ��FE$S��NP z x + 9 P o fF. w bti��f Revised plan approved: 7/18/23 Expires: 1/11/24 i- �^ SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES PERMIT FOR APPROVAL OF CONSTRUCTION FOR A Finished Grade SINGLE FAMILY RESIDENCE ONLY _ s 13 9.7 Concrete Lover f Min.-2'naax. 1 4'Max. z Concrete O eh"ney o„M; �, DATE 1/11/22 S F. O. R-21 3011 ; Min.4"Da.Approved Prop FF Elev 30 Install Seconds Safety Cover Pp`netnedva°pe Ft. D❑❑ APPROVED _—— Ex-Gradg 28. Secondary e+y . c Lq,YzCover EL 27 D❑❑ FOR MAXIMUM OF 4 BEDROOMS _Ex Grade 27 _N EXPIRES THREE YEARS FROM DATE OF APPROVAL Outlet Invert El 25.0 ur - 3'Mir. Leachvg Section» o N o iI Inlet Invert =i utet nve CollarWater lines must be inspected by the o EI 24.65 Inlet Invert El 24.0 z ❑ z 9 24.15 Suffolk County Dept. of Health Services. 14Alf ; s b Min.3' Call (631)852-5754,48 hours in advance, to schedule inspection(s). ' =4G L� 6'Min.Peretration� High Seasonal Gro NJ, WG.NAME: Into A V irgin Strata\\Back Fill Material To Be Clean Sand And Grave PLOT Of Sand And Gravel LEACHING POOL DETAIL Profile �`a'`"B Design Professional's Certification Required. PLAN Submit P.E.or R.A.Certification For DWG.NO.: Scale 118 1' The Installation and Construction of the Sewage Disposal System P_ 1 Use Form WWM-073 PAGE 2 Of 2 SYMBOL LEGEND ■ ■ * ALL ELEVATIONS REFER TO AN ASSUMED DATUM BEARINGS SHOWN HEREON ARE BASED ❑, ❑ ON LIBER 13136 PAGE 0316 1 0 MONUMENT FNO ® I.P. /I.B. FND \ I.P. / I.B. SET \\ p35y SPOT ELEVATIONS UTILITY POLE CRESCENT WAY Q� \ >— GUY WIRE �7 UTILITY POLE W/LIGHT ��` (LAUREL WAY) ( LIGHT POLE \``_ (25' WIDE) SIGN FIRE HYDRANT I / ------- _ / EDGE OF PAVEMENT --- �, U UT'Y-�-, v- PVC FENCE (PVC) I ��'---_--- POLE STOCKADE FENCE (STK) j I j\ - ----��...,,,��}��}21.7' —X— CHAIN LINK FENCE (CLF) / ` �0 '� jt_ LILCO-S ltl1.6' WIRE FENCE / + 1 +yy S��i rpC2/OO'ppOO'!E� //1 / Q0 MANHOLE I _,.ULCO-1.41 + ' :/JS.,.G 0 I EM "A"-INLET I I FND 1 8 DIAM X 32' FND / "B"-INLET n I I MON DEEP LEACW G I MON / YARD INLET �j I 1,� PO LL// OEXP. I / EXISTING Q YARD INLET Q �L.� +` +� /' y ; SEPTIC SYSTEM EXISTING J Z A/C UNIT WELL / / PROPOS&I3 I 1 ❑E ELECTRIC METER (�], ` /// Q j I SAMPLING 1 �., I �; / //J © GAS METER PORT 1 I / 1 NEW NORWECO tu: TNT-500 ❑W WATER METER O / o I �J� O ; SINGULAR GAS VALVE // 1 O• \\ O� GREEN'SYSTEM, D4 O WATER VALVE a 1 / \ O� / ti / [1�� / O 35' ONT'BUILDING o p 1 tt (� TEST HOLE \ l Q I 'Y j SETBACK q�O ' `j-^ Ir-' 1' L� �i TREE 1 `E `•� J9\ y WI Sri]EL fl SHRUB J / 1 + +% + nE Mu sATuT Y vO+T yA, Q i !!(`9 / / II' L 1{�...!3y S i BOLLARD / ALLA�RM .C/0 INTHE FOUNDATI �' I 3 I( ?`• MAR Aj WETLAND FLAG / COATR L w 9 2024 D.C. DEPRESSED CURB l 1 PAN L 1 �'' I S t-•1 FE. FENCE 1 y" PORCH. y}�I i a MAS. MASONRY I+y, /%! +y TEST .32.0 1 20.0'+ I .:. PLAT. PLATFORM 1 / / DRAT I a 5 W.W. WINDOW WELL HOLE LINES 1 I +'dei! ?: :',irx: B/W BAY WINDOW j 10 I� /LAND N/F l I� KE II I TC/E CELLAR ENTRANCE CRAWL A RBR 0/H OVERHANG NANCY ESHELMAN 46 TAX LOT 23 I 1� g a TOP OF WOOD R/0 ROOF OVER �6; 16 o PLATFORM CANT. CANTILEVER PROPOSED / \ g,0 4 EL 56.340 4 I I pf+ll_ET G.O.L. GENERALLY ON LINE WATERLINEI A ?70• FF ��NO T STK I X CROSS CUT T 3 �p�0�0 00 J I Q Q STAKE PROPOSED WELL I / RB \� �F°Tv, yy I e, EXISTING PROPOSED 0/L ON LINE x�as��. t--e �p I + WELL SILT OFENCE AS SHOWNAFOR I ?/,�. • �.✓' PROPOSED RgISED DEC s 32jtie + MON I BUILDING COVERAGE EROSION CONTROL Is - '��R CONC. PATIO LOT AREA +y" LAND NIF 19,538.20 S.F. = 0.45 AC. 1 .. :... ''LIMITr DF ARING,,GRAOIN '.. 20.0' �+ I MICHAEL D. RYAN AND•'Gp'DISTURBANCE: \ I TAX LOT 25 BUILDING = 1,280.00 RUBS.. E.PLACED'3'.•ON .y�... / ^ , / y M1 CENTER : ^t• '' 'm:' O I 1,280.00 S.F. = 0.03 AC. EXISTING 7� LOT COVERED SEPTIC SYSTEM �pUTy l l •• .,d - �'.' :i.`t: I yM1ti '. i. CONC. � CURB PROPOSED �9 C LOT COVERAGE Ir -R: 0 LOT AREA z .t FND 19,538.20 S.F. = 0.45 AC. /^ PIPE /y aw. .. ,Z .• / BUILDING = 1,280.00 f� !i. .. i. .. - ,. 40-: WALL DRIVEWAY = 755.87 DECK = 485.36 /' �� .- LAND.N/F' �� .. .±.' f� yy'` .+,r•:...„�'`,I J PORCH = 96.00 1 DANIEL..#Rk jARA•y..;. .. ' '%<.•. NO ;" 3 aRWK RET. 2,617.23 S.F. = 0.06 AC. b` 7 : Mo�v W ALA 13% LOT COVERED a TAX L0 `34: : :- G� i ti ' ON /'� ® TEST HOLE o NOT TO SCALE 9 + ,� _.-..:,/ " ��.��•`� . . jn�� o GRADE _ .., i .. .: .. .. , � . .;�. :'......,.. .. p20 - .. .:. BROWN SAND * ' �S89 III II I II I II I LOAM (OL) PALE BROWN FINE 0 / TO COARSE SAND WITH 10% GRAVEL 1 a .!� 3' (SW) / .� ,...:. :.y� ,N � ��oP�t PN 2oo11�R�Nc NIF` l �op� LOT AREA PALE BROWN FINE l� 1V�01 0�0 TO MEDIUM SAND 9' 6 19'0.452AC. (SP) NOTES: TAX LOT 11 1. PROPOSED FEATURES LAUREL LAKE PROPOSED 12' PROVIDED BY OTHERS LOT CLEARING AREA NO WATER ENCOUNTERED 2. NEIGHBORING SEPTIC/WELL 19,538.20 S.F. = 0.45 AC. McDONALD GEOSCIENCE LOCATIONS PROVIDED BY OTHERS 9,025.91 S.F. CLEARED 04-09-02 46% LOT CLEARED 3. WETLAND LOCATIONS PROVIDED BY OTHERS 11 03 12 2024 FOUNDATION LOCATION BB TR GRAPHIC SCALE 10 01 11 2024 STAKEOUT BB JDL 9 07 24 2023 STAKEOUT BB JDL 30 0 15 30 8 06 19 2023 ADDED DRYWELL & DRAIN LINES JTS JDL 7 10 19 2022 ADDED REQUESTED DIMS JWC JDL 6 10 12 2022 REVISED LCGD LINE PER TOWN MARKUP JWC JDL 5 08 18 2022 REVISED SURVEY TR JDL 1 IN FEET 4 03 22 2022 REVISED SURVEY JH JDL 3 03 21 2022 REVISED SURVEY JH JDL 1 inch = 30 ft. REV I DATE DESCRIPTION BY CHK `- of NEpp Al� \ LEAp�� ° SCALICE� SURVEY OF PROPERTY �o �Y � r 1805 LAUREL WAY and s u ry ey I n g SITUATE �o mjslandsurvey.com P:631 —957-2400 VILLAGE OF MATTITUCK M� TOWN OF SOUTHOLD S, �50736 2J DR.:MC CREW.:NB SCALE: 1" = 30' SUFFOLK COUNTY, NEW YORK CQ Cq Np S�) TAX MAP NO. DATE SURVEYED: 02/25/2022 JOB No.S22-0469 1000-121.00-04.00-024.000 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY MAP BEARING A LICENSED LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209,SUB-DMSION 2,OF NEW YORK STATE EDUCATION LAW.(2)ONLY BOUNDARY SURVEY MAPS WITH THE SURVEYOR'S EMBOSSED SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE SURVEYOR'S ORIGINAL WORK AND OPINION. (3)CERTIFICATIONS ON THIS BOUNDARY SURVEY MAP SIGNIFY THAT THE MAP WAS PREPARED IN ACCORDANCE WITH THE CURRENT EXISTING CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS,INC.THE CERTIFICATION IS LIMITED TO PERSONS FOR WHOM THE BOUNDARY SURVEY MAP IS PREPARED,TO THE TITLE COMPANY,TO THE GOVERNMENTAL AGENCY,AND TO THE LENDING INSTITUTION LISTED ON THIS BOUNDARY SURVEY MAP.(4)THE CERTIFICATIONS HEREIN ARE NOT TRANSFERABLE.(5)THE LOCATION OF UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS ARE NOT ALWAYS KNOWN AND OFTEN MUST BE ESTIMATED.IF ANY UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS EXIST OR ARE SHOWN,THE IMPROVEMENTS OR ENCROACHMENTS ARE NOT COVERED BY THIS SURVEY.(6)THE OFFSET(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS,PATIOS PUNTING AREAS,ADDITIONS TO BUILDINGS,AND ANY OTHER TYPE OF CONSTRUCTION.(7)PROPERTY CORNER MONUMENTS WERE NOT SET AS PART OF THIS SURVEY.(8)THIS SURVEY WAS PERFORMED WITH A SPECTRA FOCUS 30 ROBOTIC TOTAL STATION. (9)THE EXISTENCE OF RIGHTS OF WAY AND/OR EASEMENTS OF RECORD IF ANY,NOT SHOWN ARE NOT GUARANTEED. (10)SURVEY IS SUBJECT TO ANY STATE OF FACTS WHICH AN UP-TO-DATE TITLE EXAMINATION MAY DISCLOSE. "ling po Deep we�'ved 'Well over 200'from GROUND EL 29.3' Sornp�n9 Proposed Septic 2,0' BROWN SANDY LOAM(OL) 3.0' PALE BROWN FINE TO COARSE R /LgUL <' TAr SAND WITH 1OR GRAVEL(SM o New FoJiC �! ,'1�``\�•�� /z6 �D�gY�,{'�� aurt . /eon C•�, / :{- e) - aua w oo�u 120' PALE BROWN FINE TO MEDIUM b moo BANG(SP) ;i�p/i '\' ,/ �1�8� •{ - ,-�luh-0a i i amrec>r N. NO WATER apes m®rs wproved A,ar�'°of '3 i 9Ag ` ;:� TEST BORING h DUG BY:Mc00NALD GEOSIDENCE 4/9/02 ar^e ra 8 //( •l y - �• /p "Tau hO�y a S'P W� era/ ', M'•r I ,gp//�' G V CLEANOUT P/y r ' Line prom �" well ( -V ... 4p0+a� Ne r \'ult�'ac•',, '/ ' I eVt ysfem e i' ...\— .� i av d hca be Seery SOnitoiy 01 e O x _ w VVV w ewer Notes: W¢ o �, ) a ,� _ fia• 1 .em e// 1.All at grade covers shall be locking covers. �,OF NE►y C° �' 3 2.Any Cover*hat weighs less than 60 Ibis shall Q� SCHW w d m have a secondary-fiery lid. O Sanitary Notes ijkR f ., r `�/ 1. There is no public well or sewage system within 500'. �O 77006 �V ^ .a+.4 .e" > ✓. _ Ap,'u9 2. Al surrounding improved lots within 150'are on active wells. fESS1O 3 O �Zc a w/ 6 - 6�` ',Y "' "'•i" Asti- (For Health Dept.Use) � rn 198-76 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL OF CONSTRUCTED WORKS FOR = Prop FF Elev3D r:k Gb-i rr. ASINGLE FAMILY RESIDENCE . ----__ �_Ex Grad28. Install Secondary Safety Cover 6� — Ex Grade27 Cover EL 27 0 00 0 4mrze _ Date_ _ H S Ref.No__ R_21-3011 __ f � _ The sewage asposal and water supply facirhes at this local+on have been O VM I—,El 25.0 'id.. """""""' cbpected and/or cerWied by this Decailmeat of diner agences and found Inln lnvm = = n w,. to be satisfactory FOR A fLA%UdU61 OF 4 BEDROONIS. FJ 2a.o5 t ma I.let Invert EI?<. C I El 2t.15 — _��/'7RI'e�v � 3 5 ` ,10lltT'.hN PAI,P.E.CHtEF Office of N/asiewateR klana emem NPLOT LEACI9NG POOL DETAIL Profile PLAN Scale 1/8"=1' P-1 Generated by REScheck-Web Software Compliance Certificate Project 1805 Laurel Way Energy Code: 2018 IECC Location: Laurel, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 2,520 ft2 Glazing Area 11% Climate Zone: 4 (5331 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1805 Laurel Way Dan Ferrara Laurel, NY 11948 914-659-0362 danfer@verizon.net r _ Compliance: 11.8%Better Than Code Maximum UA: 340 Your UA: 300 Maximum SHGC: 0.40 Your SHGC: 0.30 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Gross Area Cavity Cont. Prop- Req. Prop. Req. Perimeter Ceiling-Hot Roof: Cathedral Ceiling 1,431 30.0 0.0 0.034 0.026 49 37 Wall:Wood Frame, 16" D.C. 2,383 21.0 3.0 0.048 0.060 99 124 Door 1: Solid Door(under 50%glazing) 21 0.140 0.320 3 7 Door: Glass Door(over 50%glazing) 126 0.300 0.320 38 40 SHGC:0.30 Window:Vinyl Frame 166 0.300 0.320 50 53 SHGC: 0.30 Wall-Partition:Wood Frame, 16" D.C. 219 13.0 0.0 0.082 0.060 16 12 Door 2:Solid Door(under 50%glazing) 21 0.140 0.320 3 7 Floor:All-Wood joist/Truss 1,280 30.0 0.0 0.033 0.047 42 60 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Gerson Rubio, P.E. 9/7/2023 Name-Title Signature Date Project Title: 1805 Laurel Way Report date: 09/07/23 Data filename: Pagel of 9 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value complies? Comments/Assumptions & Re .ID 103.1, Construction drawings and :❑Complies - Requirement will be met. 103.2 documentation demonstrate ❑Does Not [PR1]i energy code compliance for the j building envelope.Thermal ❑Not Observable envelope represented on ❑Not Applicable construction documents. 103.1, Construction drawings and ❑Complies Requirement will be met. 103.2, documentation demonstrate []Does Not 403.7 energy code compliance for [PR3]1 lighting and mechanical systems. []Not Observable Systems serving multiple ❑Not Applicable dwelling units must demonstrate compliance with the IECC Commercial Provisions. 302.1, Heating and cooling equipment is Heating: Heating: ❑Complies Requirement will be met. 403.7 sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR2]2 on loads calculated per ACCA Cooling: Cooling: Manual J or other methods Btu/hr Btu/hr -[]Not Observable approved by the code official. ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 13 ILow impact(Tier 3) Project Title: 1805 Laurel Way Report date:,- 09/07/23 Data filename: Page 2 of 9 Section # Foundation Inspection Complies? Comments/Assumptions & Req.ID 303.2.1 A protective covering is installed to ❑Complies Requirement will be met. [F011]2 protect exposed exterior insulation ❑Does Not and extends a minimum of 6 in. below []Notgrade. Not Observable. ❑Not Applicable 403.9 Snow-and ice-melting system controls ❑Complies Exception: Requirement is not applicable. [FO12]2 installed. ❑Does Not Q� ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 1805 Laurel Way Report date: 09/07/23 Data filename: Page 3 of 9 Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, Door U-factor. U- U- :❑Complies See the Envelope Assemblies 402.3.4 ❑Does Not table for values. [FR1]1 ❑Not Observable +s ❑Not Applicable 402.1.1, Glazing U-factor(area-weighted U- U- ❑Complies See the Envelope Assemblies 402.3.1, average). ❑Does Not table for values. 402.3.3, ❑ 402.5 Not Observable [FR2]1 ❑Not Applicable 303.1.3 U-factors of fenestration products ❑Complies Requirement will be met. [FR4]1 are determined in accordance ❑Does Not with the NFRC test procedure or taken from the default table. ❑Not Observable ❑Not Applicable 402.4.1.1 Air barrier and thermal barrier ❑Complies Requirement will be met. [FR23]1 installed per manufacturer's ❑Does Not instructions. ❑Not Observable =❑Not Applicable 402.4.3 Fenestration that is not site built ❑Complies Requirement will be met. [FR20]1 is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC ❑Not Observable 400 that do not exceed code ❑Not Applicable limits. 402.4.5 IC-rated recessed lighting fixtures ❑Complies Requirement will be met. [FR16]2 sealed at housing/interior finish :❑Does Not and labeled to indicate<_2.0 cfm leakage at 75 Pa. ❑Not Observable ❑Not Applicable 403.3.1 :Supply and return ducts in attics '[]Complies Exception: Ducts located [FR12]1 insulated >= R-8 where duct is `❑Does Not completely inside the >= 3 inches in diameter and >_ building envelope. R-6 where < 3 inches.Supply and ❑Not Observable return ducts in other portions of ❑Not Applicable the building insulated >= R-6 for diameter>= 3 inches and R-4.2 for< 3 inches in diameter. 403.3.2 Ducts, air handlers and filter ❑Complies Requirement will be met. [FR13]1 boxes are sealed with ❑Does Not joints/seams compliant with International Mechanical Code or ❑Not Observable International Residential Code,as ❑Not Applicable applicable. 403.3.5 Building cavities are not used as ❑Complies Requirement will be met. [FR15]3 ducts or plenums. []Does Not ❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 1805 Laurel Way Report'date: 09/07/23 Data'filename: Page 4 of 9 section Plans Verified Field Verified # Framing/Rough-in Inspection Value Value Complies? Comments/Assumptions & Req.ID 403.3.7 Ducts declared to be within the ❑Complies Requirement will be met. [FR28]3 conditioned space are either 1) :❑Does Not completely within the continuous .[:]Not Observable .air barrier and within the building thermal envelope,2) buried ❑Not Applicable within ceiling insulation in accordance with Section R403.3.6 and the air handler is located completely within the continuous air barrier and within the building thermal envelope and the duct leakage is<= 1.5 cfm/100 square feet of conditioned floor area served by the duct system,or 3)the ceiling insulation R-value installed against and above the insulated duct>=to the proposed ceiling insulation R-value, less the R- value of the insulation on the 403.4 HVAC piping conveying fluids R- R- :❑Complies Requirement will be met. [FR17]2 above 105 °F or chilled fluids ❑Does Not below 55 ° ;,. F are insulated to aR- 3 ❑Not Observable ONot Applicable 403.4.1 Protection of insulation on HVAC :❑Complies. Requirement will be met. [FR24]1 piping. ❑Does Not ❑Not Observable ❑Not Applicable 403.5.3 Hot water pipes are insulated to R- R- ❑Complies Requirement will be met. [FR18]2 aR-3. ❑Does Not ❑Not Observable []Not Applicable 403.6 Automatic or gravity dampers are []Complies Requirement will be met. [FR19]2 installed on all outdoor air ❑Does Not intakes and exhausts. []Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 1805 Laurel Way Report date: 09/07/23 Data filename: Page 5 of 9 Section pla Complies? Comments/Assumptions ns Verified Field Verified # Insulation Inspection Value Value & Req.ID 303.1 All installed insulation is labeled :❑Complies• Requirement will be met. [IN13]2 or the installed R-values ❑Does Not ;LJ, provided. ❑Not Observable . [Not Applicable 402.1.1, Floor insulation R-value. R- R- []Complies see the Envelope assemblies 402.2.E ❑ Wood ❑ Wood ❑Does Not table for values. [IN111 ❑ Steel ❑ Steel -❑Not Observable ❑Not Applicable 303.2, Floor insulation installed per ❑Complies Requirement will be met. 402.2.8 manufacturer's instructions and ❑Does Not [IN211 in substantial contact with the underside of the subfloor,or floor []Not Observable . framing cavity insulation is in ❑Not Applicable contact with the top side of sheathing,or continuous insulation is installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. 402.1.1, Wall insulation R-value. If this is a R- R- ❑Complies See the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the 0 Wood ❑ Wood ❑Does Not table for values. 402.2.6 wall insulation on the wall [IN311 exterior,the exterior insulation-. Mass Mass []Not Observable St requirement applies(FR10). Steel ❑ Steel ❑Not Applicable r 303.2 Wall insulation is installed per ❑Complies Requirement will be met. [IN411 manufacturer's instructions. '❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 JHlgh Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 1805 Laurel Way Report date: 09/07/23 Data filename: Page 6 of 9 Section Plans Verified Field Verified ` # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Re .ID 402.1.1, Ceiling insulation R-value. R- R- ❑Complies See the Envelope Assemblies 402.2.1, table for values. ❑ Wood ❑ Wood ❑Does Not 402.2.2, 402.2.E ❑ Steel ❑ Steel ❑Not Observable [FI1]1 ❑Not Applicable 303.1.1.1, Ceiling insulation installed per ❑Complies Requirement will be met. 303.2 manufacturer's instructions. ❑Does Not [FI2]1 Blown insulation marked every 300 ft2. ❑Not Observable ❑Not Applicable 402.2.3 Vented attics with air permeable ❑Complies Exception: Requirement is [FI22]2 insulation include baffle adjacent. ❑Does Not not applicable. to soffit and eave vents that extends over insulation. ❑Not Observable ❑Not Applicable. 402.2.4 Attic access hatch and door R- R- ❑Complies Requirement will be met. [FI3]1 insulation ?R-value of the -❑Does Not .adjacent assembly. • ❑Not Observable ❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50= ACH 50 = ❑Complies Requirement will be met. [FI17]1 ach in Climate Zones 1-2,and ❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable i ❑Not Applicable 403.3.3 Ducts are pressure tested to cfm/100 cfm/100 ❑Complies Exception:All ducts and air [FI2711 determine air leakage with ft2 ft2 -❑Does Not handlers are located within either: Rough-in test:Total conditioned space. leakage measured with a ❑Not Observable pressure differential of 0:1 inch ❑Not Applicable w.g.across the system including the manufacturer's air handler .enclosure if installed at time of test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch w.g. across the entire system including the manufacturer's air handler enclosure. 403.3.4 Duct tightness test result of<=4 ' cfm/100 cfm/100 ❑Complies Exception:All ducts and air [FI4]1 cfm/100 ft2 across the system or ft2 ft2 ❑Does Not handlers are located within <=3 cfm/100 ft2 without air ❑Not Observable conditioned space. handler @ 25 Pa. For rough-in tests,verification may need to ❑Not Applicable occur during Framing Inspection. 403.3.2.1 Air handler leakage designated ❑Complies Requirement will be met. [FI24]1 by manufacturer at<=2%of ❑Does Not design air flow. '❑Not Observable ` ❑Not Applicable 403.1.1 Programmable thermostats [ Complies Requirement will be met. [1719]2 installed for control of primary ❑Does Not heating and cooling systems and initially set by manufacturer to ❑Not Observable code specifications. ❑Not Applicable 403.1.2 Heat pump thermostat installed ;❑Complies Requirement will be met. [FI10]2 on heat pumps. []Does Not ❑Not Observable -[]Not Applicable 403.5.1 Circulating service hot water ❑Complies Requirement will be met. [Fl11]2 systems have automatic or ,❑Does Not accessible manual controls. ❑Not Observable . ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project-Title: 1805 Laurel Way Report date: 09/07/23 Data filename: Page 7 of 9 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Re .ID 403.6.1 All mechanical ventilation system ❑Complies Requirement will be met. (FI25]2 fans not part of tested and listed- ;❑Does Not HVAC equipment meet efficacy and airflow limits per Table ❑Not Observable R403.6.1. ❑Not Applicable 403.2 Hot water boilers supplying heat ❑Complies Requirement will be met. [FI26]2 through one-or two-pipe heating ❑Does Not systems have outdoor setback control to lower boiler water ❑Not Observable temperature based'on outdoor ❑Not Applicable temperature. 403.5.1.1 Heated water circulation systems . ❑Complies Requirement will be met. [F128]2 have a circulation pump.The ❑Does Not system return pipe is a dedicated return pipe or a cold water supply. []Not Observable pipe. Gravity and thermos- ❑Not Applicable syphon circulation systems are . . not present. Controls for circulating hot water system pumps start the pump with signal for hot water demand within the .occupancy.Controls automatically turn off the pump when water is in circulation loop is at set-point temperature and no demand for hot water exists. 403.5.1.2 Electric.heat trace systems .❑Complies Requirement will be met. [FI29]2 comply with IEEE 515.1 or UL ❑Does Not 515.Controls,automatically adjust the energy input to the `[]Not Observable heat tracing to maintain the []Not Applicable desired water temperature in the . piping. 403.5.2 Demand recirculation water ❑Complies Requirement will be met. [F130]2 systems have controls that ❑Does Not manage operation of the pump and limit the temperature of the []Not Observable water entering the cold water ❑Not Applicable piping to <= 1042F. 403.5.4 Drain water heat recovery units ❑Complies Requirement will be met. [FI31]2 tested in accordance with CSA -❑Does Not B55.1. Potable water-side pressure loss of drain water heat ❑Not Observable recovery units< 3 psi for .[:]Not Applicable individual units connected to one or two showers. Potable water- side pressure loss of drain water heat recovery units< 2 psi for . individual units connected to three or more showers. 404.1 90%or more of permanent ❑Complies Requirement will be met. [F16]1 fixtures have high efficacy lamps. ❑Does Note []Not Observable []Not Applicable 404.1.1 Fuel gas lighting systems have [Complies Requirement will'be met. [F123]3 no continuous pilot light. []Does Not ❑Not Observable ❑Not Applicable 401.3 Compliance certificate posted. ❑Complies Requirement will be met. [FI7]? []Does Not []Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 1805 Laurel Way Report date: 09/07/23 Data filename: Page 8 of 9 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Re .ID 303.3 Manufacturer manuals for ❑Complies Requirement will be met. [FI18]3 mechanical and water heating ❑Does Not systems have been provided. ❑Not Observable []Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 1805 Laurel Way Report date: 09/07/23 Data filename: Page 9 of 9 M, 6�, 1 4 60 7wm Mg, U 11111� Above-Grade Wall 24.00 Below-Grade Wall 0.00 Floor 30.60 Ceiling / Roof 30.00 Ductwork (unconditioned spaces): Window 0.30 0.30 Door 0.30 0.30 Heating System: Cooling System: Water Heater: BMM�� EME_1=5_15;Q MI -757, Name: Date: Comments Road APPROVED AS NOTED 10% 'j B.P. 5_ oATE� COMPLY WITH ALL CODES OF FE a,?�'1 p'�0 B� NEW YORK STATE&TOWN CODES AS REQUIRED AND CONDITIONS OF NOTIFY BUILDING DEPARTMENT AT TMBA 631-765-1802 BAM TO 4PM FOR THE =N MM B0AW FOLLOWING INSPECTIONS: In 447 tRUS FOUNDATION-TWO REQUIRED �..�SOUINOID�OWN FOR POURED CONCRETE ROUGH-FRAMING&PLUMBING INSULATION " 0-I I FINAL-CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE PLUMBER CERTIFICATION REOUIREMENTS OF THE CODES OF NEW ON LEAD CONTENT BEFORE PORK STATE. NOT RESPONSIBLE RUCTINRORS CERTIFICATE OF OCCUPANCY DESIGN OR CONSTRUCTION SOLDER USED IN WATER SUPPLY SYSTEM CANNOT ELECTRICAL EXCEED 2110 OF 10/6 LEAD. INSPECTION REQUIRED PLUMBING DO NOT;PROCEED WITH ALL,PLUMBING WASTE FRAMING UNTIL SURVEY &WATER LINES NEED OF FOUNDATION LOCATICI'< TESTING BEFORE COVERING HAS BEEN APPROVED. Fire separation required as per TRUSS PLACARDING REQUIRED NYS Code Blower door and ductwork RETAIN STORM WATER RUNOFF testing required. PURSUANT TO CHAPTER 236 OF THE TOWN CODE Must provide Manuals D,J and S as per NyS Energy Code 4"VIP 4"VIR Roof Prop. 2nd Floor Bath Prop.2nd Floor Master Bath 2" 2" W.C. Tub W.0 Prop. 2nd Floor 31, 2j' 4 411 Prop.15t Floor Master Bath 211 Prop. lot Floor 1/2 Bath 2" LAV W.C. "Prop. Kitchen Sink McProp. lot Floor 2-11 �? D 3„ 3 4" 4" 2" W C "Prop.Slop Sink Prop. Baeement Floor 3" 4" To Ex.Septic System Flumbing Riser Diagram N.T.S. NE 0 Plumbing Riser Ferrrara Residence �`rF� 77006 Laurel Way, Laurel, NY F_SSION°�" Prepared By Tiderunner Engineering & Design, PC f I d '1 .z al yo �N a< n 9 PL i IL F N z o u I - ' O F W o � � W cn U z I � w >.. o Q ¢ F • I � � W xa I I ; < � zw � w s3 o Front Elevation m o z � o E m � N O a v N N } J F } z a a 3 < y SCALE: 1/4"-1' 1E0 E P q~ t 7700fi ' MESSI� � DWG.NAME: TRIANGLE ANALYSIS DWG.NO.: A-2 PAGE 3 OF 9 �y K L Fa mr ❑z o 0 yo o� m 2rd=bx- z Z FnITIF1 F] F1 13 FF 11. 00 F I O W Front Elevation z wE I E I o ❑ W � U o Wz Z a: w � o a � 3 aW Rear Elevation cL :m) W Q Q C7 04 a z `� w z °3 y < o � 0 z 0 m o :n LFF N ❑ O j 1 N U N SCALE: r am,. I' p1E0 FM Woos 5-o•v Ccnnc�on Lj ��fES51D�� Fe-�ne- FH— 144 FT DWG.NAME: g�oFwuse ELEVATIONS w/6 f o'e m g•da 61 FT Right Elevation 7e-cer6F Ho DWG.NO.: sm" 42.4% Left Elevation A-6 PAGE 7 OF 9 4 BUILDING DEPARTMENT-DATA: 00 ABBREVIATIONS _ Classification/Floor Area 00 ACQ ALKALINE COPPER QUATERNARY LVL LAMINATED VENEER LUMBER Floor Level Existing � g Proposal Total �. ACT ACOUSTICAL TILE MAX MAXIMUM -j Cellar (Finished) O O O AL ALUMINUM MIN MINIMUM ALT ALTERNATE MRB MARBLE -0 1st Floor AFF ABOVE FIRST FLOOR M5 MARBLE SADDLE VV ASF L ABOVE SUBFLOOR MTL META � N 2nd Floor p O O 41 '''`•k A.S. ALUMINUM SADDLE NA NOT AIPPLICABLE , H NY POWER Q u-- Total o O O ;y "�'";; A.P.B. ANT BEAM NIC NOT INI CONTRACT O B.C. BRICK COURSES NOM NOMINIAL BD BOARD NR NOT REQUIRED Garage 500 SF 495 SF 4g5 SF • ,',1. " '�`x BO T BOTTOM NITS NOT TO SCALE O O O O BLDG BUILDING OC ON GEINTER lL Q ront Porch CBB CEMENT BACKER BOARD OCC OCCUPANT(S) Rear Porch O o O CL CLOSET OH OVERHANG � Decks o o T-o CLG CEILING PART. PARTITION CLR GLEAR(ANCE) PC POURED CONCRETE COL COLUMN PT POINT CONC CONCRETE PKT POCKET CMU CONCRETE MASONRY UNIT RAD RADIUS CT COLLAR TIE REQ. REQUIRED O CJ CEILING JOIST REV REVISI(ON(S) v C> o CANT CANTILEVER RM ROOM \ CMD CARBON MONOXIDE DETECTOR RR ROOF(RAFTER DIA DIAMETER R/R REMONVE AND REPLACE \ z DIM DIMENSION SEC SECTION \ WAY l� o DR DOOR SF SQUAR CRESC-17--ii. NTE FEET � DTI_ DETAIL SIM SIMILAIkR ` O W DWG DRAWING Sa SQUARE `N� (LAUREL WAY) v � DN DOWN STL STEEL. EA EACH 5D SMOKIE DETECTOR -T__ (25 ' WIDE) EL ELEVATION STD STANIOARD UTILITY- Ea EQUAL TC TOP OPF CURB pit , " EDGE PAVEMENT �--'' POLE D I R301.2.1.1 (2020 Residential Code of New York State) EX EXISTING TEL TELEPIHONE - --_ �'', � �e: it ; � ail EXH EXHAUST THK THIGKN4ES5 / ,j �{ ,- // -:CI CO�71 1.6' Design CriteriaConstruction in regions where the basic wind speeds EXT EXTERIOR TOS TOP O F SLAB �, �, 4 -rL EF EXHAUST FAN TX TOILE'Ir EXHAUST c�'��°c�r� 00" r�' �; exceed from Figure R301.2(4) equal or exceed EW EGRESS WINDOW TXF TOILET EXHAUST FAN rG IY' L i r y I 130 miles per hour shall be designed in accordance H with one of the followlin FC FIRE CODE TYP TYPICAL I 1 ,.�_ _ �5•1'28' `'�' I ! Z FD FLOOR DRAIN T'EM TEMPORED I I •-FND -(1)8' DIAM X 42' 7 FND / g 1 MON DEEP LEAC (NG t i I MON / Plans have been designed FIN FINISHED) TEMP TEMPORARY Try POQL y r� 50%\ 1 � in accordance with: 2020 New York State Residential Code FLR FLOORING) LON UNLESS OTHERWISE NOTED / �P � j' j� �I p � t i EXISTING � FPSC FIRE PROOF SELF CLOSING ViF VERIFY IN FIELD O / +1 + ! r f EX' '/ �� SEPTIC SYSTEM Z `mry�� >' FT FOOT(FEET) WC WATE':R CLOSET WELL EXISTING / 1 / PROPOS t I I / CLIMATIC � GEOGRAPHIC CRITERIA: DESIGN CERIA: FJ FLOOR JOIST WR WATER RESISTANT / �. 1 � / SAMPLING I I ° � I I � / 0 (Table R301.2(1) U GA GAUGE PORT I O / Wind Exposure Category: B Q GA�V GALVANIZED // ( t :E; �+ U NEW tNOR4WEC0 `� �•,, GF GROUND FAULT INTERRUPT / 1 D` U SINGUUAR 1 •.. I O / / Ground Snow Load: 20 PSF CO `:�' I ! Wind Speed: w GL GLASS _ 0) / �` 0� UGREEN';SYfSTEM,` `� W,I CIII d ! p 130 mph 3 sec Gust U GWB GYPSUM WALL BOARD Q / 1 / O 35 RONT`¢Dl11LDING ..1 0. ' �U ! 1110 fastest mile HC HOLLOW CORE / Q 1 �� SETBACK t4 F (O ' Special Wind Region: NO W °• Windborne Debris Zone: HDW HARDWARE / 1 �� 9// ! NO Q w HM HOLLOW METAL 1 +'Y �� 2` S M v�T ¢y t 1 + / b 7IE INl SA T MY VENT r h 1 HOR HORIZONTAL 1 + rvENT MUST BLC�EVEf1 t t I Seismic Design Category r O IN CI PIPE iF�E�4 UGH I > Z� `/ HP HIGH POINT CO T / 1 rt ALARM C/o THE,FOUNDA" t� t I w Z Z HT HEIGHT R L / - HVAC HEATING/VENTILATION/AIR CONDITION / ! * P` ~L p lf' t� I j o g Severe I r AN L s t ° Weatherin (� IN INCH ! ®� �i lk PORCH o` I ►� 0Frost Line Depth: 36 inches Q Q' 1 �h• (12 X8') I Moderate to Heavy INT INTERIOR 32+ U i Termite Infestation: INV INVERT �; // / F` BEST ��' 26.0 En a �, I '� Deco Probability: w JT JOINTLE tg ^;; I _Prop.8' Diam I- � E Y tY Slight to Moderate KIT KITCHEN 1 �� ti 1 1 oM Drywell LAV LAVATORY 1 ! ` ! M� ; h ESI PR'� Winter Desi n Tem erature: LAND N F /•R s o g p 15 Q NANCY ESHELMAN 11 /� +� " i ! `a° ao o�� Ice Shield Underla ment Re aired Valle ss w •' TAX LOT 23 1 �� / � �'If �!� � �`�' I Y q' ' �., and Perimeter 1 / 16 d. - pROPosED SING!E �! o` I . _ YYY I Flood Hazard Exempt 1 FAMILY RESIDEt4CE 'II ! i SET Air Freezing Index 599 aJ ' I � I PROPOSED WA / _ B4O.. �dt STK w WATERLINE/ r r" C7 ^'ean Annucl Temp 51 PROPOSED WELL 1 / `,� 0 ,b �„ 32.0' -- r r FND ( +v EXISTING MIN. DESIGN PRESSURE DP RATING: z PROVIDE HAY BALES AND 1 1— ' 'POSED I r + 'MON I WELL 21• � ,�,.,"..F -; ,�`" ."'. . Windows SILT FENCE AS SHOWN FOR ?' OVrRE?ISED DECK cJ3 & I ZONE 4 DP 25 O 1 / jj CONC•"PATiC7 t 1 DP 30 EROSION CONTROL I 55' \ 1 f I .� Coors nl Ir- ZONE 5 " 20.0' I +`' LAND N/F ZONE 1 DP 25 Z pC LIMIT OF TARING.GRAdjNG' : ✓ i MICHAEL D. RYAN ZONE 2 DP 30 I l fiUB AND CDUND;DISIURBANCEx"� I TAX LOT 25 5:T BE, PLALtD'3'. dy ~' !� O I rn ZONE 3 DP 30 CENT(=R ., a �� - I > ZONE 1 DIP 20 EXISTING UT! !, X t ' i s �� ZONE2S SEPTIC SYSTEM U1Y ' DP 4-911 Legend h0� �V.. ' ,�'y.: .I.: ` ' /. ...'. .�. ." ,,;.�a•�,... ' ,- ; CON RB CU r' ZONE 3 DP 45 1 JJ1 I . C Existing Walls to Remain `� (�,. j' ..• / ., r -R`: z.� Z•. r . . IIElagr�mr Existing Walls to be Removed _ t lam' ,/•<U. % r �. d>: :r � �; �ii ,: U > .y r r cxc] ► .� er• FNDPIPE New Walls and Partitions :• At. 1i °`''''r ..•�c " ,:" �i:,�c ¢: '� o" :•`" . : z Y . Insulation .�, ' `'ry�g ��' '�•'• �`� i' J' d'� r ` WA ., LL Door Gobte N wallZone DANI L:°F #2R RAFND. if3 WA R1:T• Edge Window x3. SAX �Q,T� �1 _ 'f G,�.1.^ �A y• .. 10, �rtWy�) ALl +ZC1n Zone � � c�'+ AP Structural Beam _ + %� -'�_Iler + -c:" Table R301.5No / '� . •. - °-;,, rr;� Minimum Uniform) Distributed Live Loads: OutleA. t ,,: i �' ' `'"`� U5E LIVE LOAD D D • ., - i. -: . ---- EA LOAD L ' - :. `'- :. `-! x Exterior Balconies 60 psf 10 psf cv OR Outlet GFI A , Q O psf 10 psf r :►��, Decks 4+M �/ .�.. r A; N. "•, l ":•' Vv o o :: Y;.�f� ,�i ��'-:{ :~ �,, ., , y�� ,; :�/ r„ Passenger Vehicle Garages 50 psf as per plan Switch ;;' , ,� �� :'` ,,,.j'. : n°2,�,- ATTICS Storage 10 psf 10 psf t7 H x^ KQ r * ,. ATT.0 without Cj$ 7-71G5 with Storage 20 psf 10 psf z Q o CeilingFixture ''Y" ' •.c,'`�'.,.--°` � '•r ~ �� • �• R other 40 sf Z�: Plot Plan based on survey by Scalice Land Surveying dated 2/25/22 OOMS ct e than Sleeping Rooms p 10 psf r 'e - '' r lJ•xC and last revision dated 10/19/22 ...eeping Rooms 30 psf 10 psf u- U Q Q to O Exterior Fixture O :�'~ •. r l > SCALE: x::: : . / < , 4 ..tairs 40 psf 10 psf Smoke Detector �' :' n "'' '• ; r ��: / s P� FRE��EP�QS Guardrails and Handrails 200 psf 10 psf 1 - 2 / yy . ^ ��% o,P � ��,,JOP�-( S� p� 2op'l1FQ��c� Live + Ground Snow Load 20 psf 12 psf for Attic 0 E CO Detector QP'" l Sys g�;N MPR �o.o�G�Ng.71 P 15 psf for Cath P 0'��P�GR-`��0,�,1 Table R301.7 Vent l�P�l�o��so��,oP ALLOWABLE DEFLECTION. r *� ® 6 QEO s`Ga Structural Member Allowable Deflection q?"i of y = Vent/Light - - ,�3g • P� Rafters having slopes greater than 3/12 with no finished ��O 77006 _---•-•- -- telling attached to rafters L✓180 AROFESSIO�P\' TAX LOT 11 Interior Walls and Partitions Ceiling Fan LAUREL LAKE Floors and Plastered Ceilings V3E DWG. NAME: Al other Structural Members L✓240 COVER Exterior Walls w/plaster or stucco H/31050 5 H E ET Plot plat Exterior Walls-Wind Loods(a)w/Brittle Finishes L/240 NEW SIN L I Ly H M E LAU EL WAY LAUI"� EL N Exterior Walls-Wind Loods(a)w/Flexible Finishes L✓120 DWG. NO.: Note: L- Span Length H_ Span Height a. The Wind Load shall be permitted to be taken as 0.7 times the cowl Component and Cladding loads for the purpose of the determining defection limits herein PAGE 1 OF 9 GENERAL NOTES FIRE/SMOKE DETECTION TABLE R402.2MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE RIDGE STRAP DETAIL GIRDER TO S.S.P. COLUMN TYP WALL/WINDOW AIR SEAL d TYPE OR LOCATION OF CONCRETE CONSTRUCTION a.ALL CONSTRUCTION TO CONFORM TO ALLSTATE AND LOCAL CODES. a. 1 INSTALL SMOKE& CARBON MONOXIDE DETECTORS AS SHOWN ON PLAN. MINIMUM SPECIFIED COMPRESSIVE INSTALLATION @ 16"O/C M b.THESE DRAWINGS DO NOT INCLUDE COMPONENTS NECESSARY FOR CONSTRUCTION SAFETY. b. SINGLE& MULTIPLE STATION SMOKE ALARMS ARE ALSO TO BE INSTALLED IN CELLAR AND SHALL STRENGTH.(f.) LSTA24-980 lbs. UPLIFT ° o0 CONTRACTORS ARE SOLELY RESPONSIBLE FOR SUCH COMPONENTS. BE INTERCONNECTED SO THAT THE ACTUATION OF ONE ALARM WILL ACTUATE ALL ALARMS, IN a e. BUILDER TO OBTAIN CERTIFICATE OF OCCUPANCY(C.O.) weathe^ng Paternal b ACCORDANCE W/ 8314. POWER SOURCE FOR SMOKE ALARM SYSTEM IS TO COMPLY W/8314. a M d. BUILDER TO CARRY WORKMAN'S COMP. INS, IN AMOUNTS AS REQUIRED BY LAW. c.AT LEAST ONE CARBON MONOXIDE ALARM IS TO BE PROVIDED IN EACH DWELLING UNIT, IN THE Negligible Moderate severe ° ° a ° ° e.ALL WORK SHALL BE FULLY GUARANTEED FOR ONE YEAR AFTER C.O. IS ISSUED. IMMEDIATE VICINITY OF BEDROOMS ON THE LOWEST FLOOR LEVEL.THE CARBON MONOXIDE Basememesal's,foundatonsandoher,oncretenWexposedtath.weaffie- '<A >'n. ° ° - f.OWNER TO BE RESPONSIBLE FOR FINAL SURVEY AND COSTS AS REI�UIRED BY BUILDING2500 2,500 2,500, 'o ALARM IS TO COMPLY W/UL 2034 AND UL 217, AND IS TO BE INSTALLED AND MAINTAINED IN DEPARTMENT. ACCORDANCE w/ MANUFACTURER'S INSTRUCTIONS. Bosemert slobs and Interior slabs an grade,except garage fico-slaps 2500 2,500 2500, `2 GYPSUM BOARDAS AIR BARRIER g. ENGINEER HAS NOT BEEN RETAINED FOR ANY FIELD SUPERVISION OR INSPECTION. {QIP d. EXTERIOR WALLS& INTERIOR LOAD BEARING WALLS TO HAVE FIREBLOCKING o h. DRAWINGS ARE NOT TO BE SCALED BY CONTRACTOR.ANY DISCREPANCIES ON DRAWINGS ARE TO Basement wads,foundation walls,exterior walls and other vertcal concrete work-cored to the weather 2,500 3,0006 3,0006 S.S.P. CAPS - KLCC SERIES CONTINUOUS BEAD OF SEALANT BE BROUGHT TO ENGINEER'S ATTENTION IMMEDIATELY PRIOR TO CONSTRUCTION. 16d NAILS ALL HOLES i.THIS ENGINEER HAS BEEN RETAINED FOR WORK SHOWN ON THIS DRAWING ONLY. ENGINEER IS NOT ELECTRICAL NOTES Porches,,amort slabs and steps exposed to the weather,and garoge floor slobs 2,5oo 3,000d 3,500. CONTINUOUS BEAD OF SEALANT RESPONSIBLE FOR OTHER ALTERATIONS AND CONDITIONS. j. DESIGN IN COMPLIANCE W/2020 RESIDENTIAL CODE OF NYS, 2020 ENERGY CONSERVATION CODE a.ALL WORK SHALL COMPLY WITH THE NATIONAL ELECTRICAL CODE AND LOCAL UTILITY CO. CONTINUOUS MINIMAL EXPANDING FOAM AT .�„, •.- •� " OF NYS, WFCM 2018&AISC/SEI F7-05 b.ON NEW WORK BASE BID ON 200 AMP SERVICE. For 51:1pound persquoreinch-6.895 kPa. TYPICAL FRAMED OPENING WINDOW PERIMETER c.ALL WIRING TO BE MIN. 14 AWG. d. CONVENIENCE OUTLETS TO BE 18" A.F.F. UNLESS NOTED OTHERWISE. a.s ens h o 28 da psi. :yam; t 3-NAILS METAL STRAP CAP �.'.,;•:�,, ,. SITE NOTESe. PROVIDE GROUND FAULT INTERRUPTER OUTLETS AS PER CODE. b.see Table 8301.20)forweaffiering pctenhal. AT6'O.C. PLATE f " ° '.. f. ELECTRICAL CONTRACTOR TO PROVIDE HOOKUPS FOR HEATING AND AIR CONDITIONING SYSTEMS. OVER HEADER TOPrcWINDOW UNIT AS AIR BARRIER o.Gorete in heezn hese locators that may be subject to frg and showing dunng construction shall be air-entrained concrete � CONTINUOUS MINIMAL EXPANDING FOAM AT a. PITCH GRADE AWAY FROM BUILDING. g ELECTRICAL CONDUCTOR PENETRATIONS THROUGH BUILDING STRUCTURAL COMPONENTS MUST n accardanae w�Footnote d. PLATE WINDOW PER b. PROVIDE DRY WELLS AS REQUIRED. COMPLY w/SECT. E3402. FRAMING d.Concrete shall be air-entrained.Total air content(percent by volume of concrete)shall be no'less than 5 percent or more =�€ C.ALL TREES WITHIN 15'OF CONSTRUCTION TO BE PROTECTED. h. PROVIDE MAINTENANCE CLEARANCE AROUND CIRCUIT BOX, BOILER, ETC.SEE SECT. E3405. than 7 percent. I BOTH d.ANY LANDSCAPING DAMAGED BY CONSTRUCTION OPERATION i. ELECTRICAL CONTRACTOR TO COORDINATE WITH OTHER TRADES. coNrlNuous BEAD OF SEALANT e.See Section R402.2 for maximum cementrious matera's content. FOR 2 X 6" SIDES SHALL BE REPLACED AS REQUIRED. LINTEL LINTEL (` £For garage floors witfi a steel troweled finish,reduction of the total or content(percent by volume of concrete to not less than /'� USE SIX < _+��;• e.ALL CURBS, SIDEWALKS, ETC. DAMAGED SHALL BE REPLACED. 3 percent is permitted if the specified compressive strength of the concrete is increased to rot less than 4,000 psi. ATTIC EAVE AIR SEAL 3"NAILS o °° MEMBERS CONTINUOUS BEAD OF ADHESIVE EACH END, EXCAVATION NOTES INSULATION NOTES INSTALL 1"RIGID INSULATION CUT TO FIT BETWEEN THE RAFTERS.FOAM FOR 2x a" °o TREATED SEAL BOTH SIDES ALONG RAFTER WITH EXPANDING FOAM SEALANT. LINTEL TRIMMER a. EXCAVATION CONTRACTOR TO EXCAVATE TRUE TO LINES AND GRADES DOWN TO a.ALL EXTERIOR WALLS, ROOF& FLOORS OVER UNCONDITIONED SPACES SHALL BE TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIALS; MAINTAIN EQUAL VENT SPACE FOR LENGTH OF RIGID INXLATION USC EIGHT °° STUDS CONTINUOUS BEAD OF SEALANT 10 SPECIFIED LEVELS. INSULATED. ALL INSULATION TO BE FIBERGLASS. FOIL FACE WITH FOIL ON WARM 3"NAILS °° l b.ALL TOP SOIL TO BE STOCK PILED FOR FUTURE USE.ALL EXCAVATED GOOD SIDE. CARE SHOULD BETAKEN NOT TO TEAR FOIL VAPOR BARRIER. CLASS OF MATERIAL LOAD-BEARING EACH END ° TREATED L ^" MATERIAL NEEDED FOR BACK FILL,TO BE STOCK PILED SEPARATELY, NOT NEEDED b.ACOUSTICAL INSULATION TO BE PROVIDED IN WALLS, FLOORS AND CEILING AROUND / SILL PLATE C MATERIAL AND UNACCEPTABLE MATERIAL TO BE LEGALLY REMOVED FROM SITE. PRESSURE (pounds per square foot 3'NAILs CONTINUOUS BEAD OF SEALANT ALL BATHROOMS AND MECHANICAL ROOMS. INS ALL V RIGID AT 121,O.C. TREATED e. BACK FILL SHALL BE PLACED IN 12" LIFTS&COMPACTED TO 95%OF MODIFIED Crystalline bedrock 12,000 INSULATION VERTICALLY Z c. PROVIDE PERIMETER INSULATION AS PER CODE AT ALL FOUNDATION WALLS. BOTTOM PLATE PROCTOR DENSITY. Sedimenta and foliated rock 4 000 TO CONNECT INSULATING AIRSPACE o �rTT�1 d. R-VALUES ARE SHOWN ON SECTIONS. ry SHEATHING TO RIGID FULL- O ^� e. MOISTURE VAPOR RETARDANTS ARE TO INSTALLED ON THE WARM-IN-WINTER SIDE Sand ravel and/or ravel GW and GP 3,000 ATTIC METAL JOIST �y INSULATION BAFFLE. LENGTH o REINFORCING NOTES y g g ( ) FOAM SEAL BOTH JOINTS INSULATION ° HANGERS OR OF INS. IN ALL WALLS/FLOORS/ROOFS/CEILINGS IN ACCORDANCE w/SECTION R322. Sand, silty sand, clayey sand, silty gravel and clayey gravel ' WALL TREATED FRAMING CLIPS W x f. INSULATION MATERIAL IS TO COMPLY w/SECTION R302.10 AND IS TO HAVE A FLAME STUDS CRIPPLE U a.ALL REINFORCING BARS TO BE OF THE DIAMETER SHOWN DEFORMED INTERMEDIATE (SW, SP, SM, SG, GM and GC) 2,000 STUDS-NOT GRADE NEW BILL-ET STEEL CONFORMING TO ASTM A 615 GRADE 60 HAVING A DESIGN SPREAD INDEX NOT TO EXCEED 25 w/A SMOKE DEVELOPED INDEX NOT TO EXCEED Cloy, sandy clay, silty clay, clayey silt, silt and sandy silt - - FOR DOORS STRENGTH OF 60,000 PSI. 450.TESTING METHODS MUST COMPLY w/ASTM E84 STD OR UL 723. ALL EXPOSED b.TYPICAL COVER FOR ALL REINFORCING BARS BE THREE(3) INCHES FOR BARS INSULATION ON ATTIC FLOORS ARE TO HAVE MIN.CRITICAL RADIANT FLUX OF 0.12 (CL, ML, MH and CH) 1,5000 GIRDER/POST/FOOTING CONN. PLACED AGAINST EARTH AND 2" FOR BARS PLACED AGAINST FORMS UNLESS WATT/CM .TESTING TO BE CARRIED OUT AS PER ASTM E970 STD. EXTERIOR OTHERWISE SHOWN. INSULATING FINISH SYSTEM TO COMPLY w/ 8703.9. _ GIRDER c.ALL BARS TO BE CONTINUOUS UNLESS SPECIFIC LENGTHS ARE SHOWN.ALL SPLICES NAILING SCHEDULE: Table Table 602.3(1)2020 IRC CONTINUOUS BEAD TO BE FORTY(40) BAR DIAMETERS MIN. OF SEALANT d.WELDED WIRE FABRIC II TO BE 6" x 6" SPACES #10 x#10 GAUGE WHICH SHALL WINDOW AND DOOR NOTES Note: This schedule does not include nailing for metal framing straps (see sectionGIRDER TO S.S.P. COLUMN DETAIL'A' 1 1/2"RIGID CONSIST OF COLD DRAWN MEMBERS HAVING AN ULTIMATE STRENGTH NOT LESS THAN a.ALL WINDOWS AND SLIDING GLASS DOORS TO BE VINYL CLAD WOOD WITH for strapping and requirements section for rough opening framing INSULATION KCC SERIES COLUMN CAP 70,000 PSI.WWF TO BE PLACED AS SHOWN ON THE PLAN. INSULATED GLASS, SCREENS& LOCKS AS MANUFACTURED BY ANDERSEN OR requirements). OO 10dNAILS ALL HOLES e.ALL REINFORCING TO BE SECURELY FASTENED TO RESIST MOVEMENT DURING APPROVED EQUAL SIZES AND TYPES AS INDICATED ON PLANS. UNLESS All nailing is a general specification it applies unless otherwise noted. WOOD POST Z CONCRETE PLACEMENT. OTHERWISE NOTED. f.WELDED WIRE FABRIC OF EQUIVALENT STEEL AREA MAY BE SUBSTITUTED FOR ANY b.ALL EXTERIOR DOORS TO BE INSULATED METAL,AS MANUFACTURED BY PAU SERIES POST ANCHOR REINFORCING BAR GRID. BENCHMARK, STANLEY OR EQUAL. SIZES AND TYPES AS INDICATED ON PLANS. Joint Description No. of Nails Nail Spacing o GRADE FULLY WEATHER-STRIPPED, LOCKS.UNLESS OTHERWISE NOTED. O O I CONCRETE NOTES ROOF CEILING FRAMING /$"GALVANIZED LAG c. ALL INTERIOR DOORS TO BE 1 3/4"THICK, HOLLOW CORE, FLUSH BIRCH, U.O.N.ALL GIRDER TO CONCRETE PIER DETAIL BOLTS(4) I Z a.ALL CONCRETE TO BE f' c= 3,500 PSI @ 28 DAYS UNLESS OTHERWISE NOTED. DOOR JAMS AND BUCKS TO BE CLEAR PINE. CONCRETE FOOTING 0 -GONG.STEPS TO BE 3,500 f' C @ 28 DAYS Rafter to To Plate(Toe-Nall) (3)106 Common Per Rafter 3/8"%° 1/2"LONG LAG BOLTS ANCHOR BOLT 0U b.ALL EXPOSED CONCRETE TO BE AIR ENTRAINED. CONTINUOUS WELD c. SOIL VALUE ASSUMED AT=-1 TON PER SQ. FT.AT DEPTHS NOTED.SOIL CONDITIONS ENGINEERS NOTE - FOR ADDITIONS &ALTERATIONS ONLY Ceiling Joist to Top Plate Toe-Nail (3)8d Common Per Joist 6 Q TO BE VERIFIED PRIOR TO CONSTRUCTION.WATER FRONT OR PROPERTIES IN CLOSE Gelling Joist laps over Partition (Face-Nail) (3)led Common Each Lop a PROXIMITY TO BEACH,CANAL, WATER, ETC.TO PROVIDE THIS OFFICE WITH TEST THE ENGINEER HAS BEEN RETAINED TO DESIGN AN ADDITION TO, RENOVATE OR LEGALIZE THIS D HOLE DATA BY LICENSED OR CERTIFIED SOIL MECHANIC. EXISTING STRUCTURE. Ceiling Joist to Parallel Rafter(Face-Nail) Table 8802.5.2 Each Lap STA DARD BASE PLATES& CAPS RAFTERS TO RIDGE CONNECTION w x d. BOTTOM OF EXTERIOR FOOTINGS TO BII MINIMUM BELOW GRADE. e.ALL FOOTINGS TO REST ON VIRGIN UNDISTURBED SOIL. Collar Tie to Rafter Face-Nail 4 BEFORE DESIGNING BEGINS THE ENTIRE STRUCTURE IS MEASURED AND EXISTING CONDITIONS ARE ( ) 3 lOd Common Each End LS268-675 lbs. 7 f. STEP FOOTINGS DOWN AS REQUIRED. MAXIMUM STEP FOOTINGS SHALL BE ONE �12 POST ANCHOR DETAIL UPLIFT l� O g. WALL FORMS TO REMAIN IN PLACE IN PLACE 3 DAYS MINIMUM. DRAWN. THE BUILDING STRUCTURE AND ITS STRUCTURAL INTEGRITY ARE VISUALLY INSPECTED AND TMU26-640 lbs. VERTICALLY TO TWO HORIZONTALLY WHERE ELEVATIONS CHANGE. Blockin to Rafter (3)8d CUPLIFT NOTEDPLAN. . POTENTIAL PROBLEMS AND HAZARDS ARE ADDRESSED AND REMEDIES ARE NOTED ON THE oe-Nail orrmon Each End Wr 2 REFERENCE 3.3B W V0 � - - h.CURE AND SEAL ALL SLABS ON GRADE WITH 2 COATS HORN CLEAR SEAL OR EQUAL. Rim Board to Rafter End-Nail 2 led Common Each End �2 - - FOR NAILING 8/12 W (� i. CONCRETE CONTRACTOR SHALL PROVIDE,ADEQUATE BRACING FOR ALL WALLS AS 1/2 I" ( C) REQUIRED TO RESIST WIND AND CONSTRUCTION LOADS. NOT ALL EXISTING CONDITIONS OF A BUILDING ARE EASILY ACCESSIBLE FOR INSPECTION BY THE WALL FRAMING _ _ V� U ENGINEER. THEREFORE, ENGINEER'S LOOK FOR CLUES, FOR EXAMPLE: CRACKS, DIFFERENTIAL - - 00 ° REQUIRED @ Z j. PROVIDE SAWED OR KEYED AND FORMED CONTROL JOINTS FOR SLABS AND WALKS SETTLEMENT, CRUMBLING, ETC...SUGGEST THAT THE EXISTING FOUNDATION MAY BE FAILING OR -T 16d 24"O.G. CATHEDRAL CEILINGS w ON GRADE,AT 20'-0' MAXIMUM IN BOTH DIRECTIONS. o Plate to To Plate Face Nail Per Foot o0 SETTLING OVER TIME. THE FOUNDATION MAY NEED TO BE REPAIRED REDONE OR REINFORCED WHICH _ ° IN ADDITION TO RIDGE Fz( W k. PROVIDE SLEEVES IN FOUNDATION WALLS AS REQUIRED FOR ELECTRIC, PLUMBING WILL BE SHOWN ON THE DRAWINGS. THIS IS ONE OF MANY OF THE ENGINEER'S ROLES IN A PROJECT. 2" ° ° MECHANICAL, ETC. COORDINATE WITH OTHER CONTRACTORS, DRAWINGS,AGENCIES, To Plates at Intersections Face-Nail 2 led Common Each End TYPICAL S A6 UPLIFT l� H o o STRAPPING 12n2 Q �( E, ETC. CONNECTION INSTALLATION I--{ I. CONCRETE FOUNDATION WALLS TO BE CAST MONOLITHIC. NO HORIZONTAL JOINTS THIS ENGINEER HAS INSPECTED THE EXISTING STRUCTURE AND FINDS IT TO BE STRUCTURALLY SOUND Stud to Stud Face-Nail 16616"O.G. Each End I l ° ° C!15 ° SHALL BE PLACED IN WALLS. AS FAR AS THE PARAMETERS OF THIS PROJECT. EVERY PRECAUTION HAS BEEN TAKEN TO INSURE �( m.ALL EXPOSED CONCRETE SLABS TO RECEIVE ENGINEERURAL FINISH AND THAT THIS STRUCTURE IS SAFE. IF A CONDITION IS DISCOVERED DURING DEMOLITION, CONSTRUCTION Header to Header Face-Nail 16d Common 16"o.c.along edges 2 ° W SCORING AS PER PLANS AND SPECIFICATIONS. OR INSPECTION BY A BUILDING INSPECTOR THIS ENGINEER SHOULD BE NOTIFIED IMMEDIATELY IN 4 ° In. NO CONCRETE OR MASONRY SHALL BE PERFORMED IN TEMPERATURES 40 DEGREES WRITING SO THE CONDITION OR CONDITIONS CAN BE RECTIFIED. To f Bottom Plate to Stud End-Nail 2 led Common Per Stud HURRICANE STRAP DETAIL W CROSS-SECTION F.OR LESS. NO CONCRETE SHALL BE CAST ON FROZEN SURFACES. Bottom Plate to Fioor Joist, Band Joist, End RT30F ted NAILS ALL HOLES PAU a ° a o.NO ADDITIVES SHALL BE PERMITTED WITHOUT WRITTEN PERMISSION FROM ENGINEER. Josit or Blocking (End-Nail) 166 Common 1E"O.G. Face Nail -995 lbs. UPLIFT w p.ALL FOOTINGS TO BE 8" OR 6" PROJECTION ON EACH SIDE OF FOUNDATION WALL PLUMBING NOTES ° ° ° MIN. (2) #4 REBARS CONTINUOUS,UNLESS OTHERWISE NOTED (SEE PLANS). a. PLUMBING TO CONFIRM TO STATE AND LOCAL CODES. Double Top Plate Splice Face Naile (8)led Each Slide of Splice R310 ESCAPE/RESCUE OPENINGS RC LS268&TMU26 �� EllPROVIDE MINIMUM 2"x4" KEY BETWEEN FOOTINGS AND FOUNDATION WALL. b. PROVIDE SHUT OFF VALVES ON ALL SUPPLY LINES AT ALL FIXTURES. ( ) W TYPICAL LIGHT SLOPE HANGER I.4 In.CRAWL SPACE VENTS, IN ACCORDANCE v'r/8408 ARE TO BE LOCATED WITHIN 3-0' c. INSULATE ALL SUPPLY LINES. REFERENCE 3.36 N U. // OF EACH CORNER OF THE BUILDING. FOR NAILING a. MINIMUM 34"CLEAR INSTALLATION @ 16"O/C rT� d. PROVIDE FROST PROOF HOSE BIBS AS PER PLAN MINIMUM 2 PER NEW RESIDENCE. FLOOR FRAMING OPENABLE AREA 20'CLEAR s.ALL FOUNDATION WALLS AT BASEMENTS TO RECEIVE BITUMINOUS WATERPROOFING. e.ALL FIXTURES TO BE AMERICAN STANDARD, KOHLER OR APPROVED EQUAL, MINIMUM SIZE OF HANGER DETERMINED BY SIZE OF RAFTER -� CARPENTRY NOTES FURNISHED& INSTALLED BY CONTRACTOR. 5.7 SQ.FT. (SEE C/) f. PIPING PENETRATIONS THROUGH FIRE-RATED WALL OR FLOOR ASSEMBLIES ARE TO Z � EXCEPTION) Z a.ALL WOOD SILLS, BLOCKING, NAILERS, ETC. IN CONTACT WITH MASONRY,CONCRETE OR COMPLY W/ P2603. Joist to Sill To Plate or Girder Face-Nail 3 8d Common Per Joist b. MINIMUM OPENING TYPICAL UPLIFT CONNECTION SOIL TO BE ACQ(TREATED). g. WATER& DRAINAGE PLUMBING iS TO BE INSTALLED IN ACCORDANCE w/SECT. a o HEIGHT 24" > Brill in to Joist(Toe-Nall) 2 8d Common Each End � 0 d. MAXIMUM SILL C.MINIMUM OPENING �' (FOR OPENINGS) w b. PROVIDE ALUM.TERMITE SHIELD& SILL SEALER AROUND ENTIRE PERIMETER. P2603.WOOD FRAME DRILLING& NOTCHING ARE TO BE IN ACCORDANCE w/ C.ALL NAILS, BOLTS,JOISTS HANGERS& FRAMING CONNECTORS TO BE HOT-DIPPED P2603.2. PIPE PROTECTION AGAINST PHYSICAL DAMAGE& CORROSION IS TO BE IS Blockin to Joist(Toe-Nall) 2 mTYPICAL RTI 0 8d Common Each End 0 WIDTH 20" INSTALLATION ~t W GALVANIZED. TO BE IN ACCORDANCE w/P2603.2.1 & P2603.3. SEE P2603.4& P2603.5 FOR PIPES 0 OPE"ABLE U O I ALL JOISTS, RAFTERS, HEADERS& GIRDERS SHALL BE DOUG FIR f'b 850 PSI MIN. IN FIRE RATED ASSEMBLIES AND THROUGH FOOTINGS/ FOUNDATION WALLS. Blockinq to Sill or Top Plate Toe-Nail 3 16d Common Each Block TRUSS/RAFTER TO DOUBLE o HEIGHT OF 44" AREA AREAARLE 916"O/C STUDS TO BE MIN. HEM FIR f'b 850 PSI. h. PIPE PENETRATIONS THROUGH FOUNDATION WALLS ARE TO BE COVERED w/A O e.MUST BE ` ' TYPICAL LSTA24 W PLATE INSTALLATION @ 16"o/c G a Ledger Strip to Beam Face-Nail 3 166 Common Each Joist OPERABLE a e.ALL SHEATHING SHALL BE 112" DOUGLAS FIR EXTERIOR GRADE PLYWOOD, NAILED 6d SLEEVE 2 PIPE SIZES GREATER THAN THE RIPE PASSING THROUGH IT, IN �� LSTA24-980 lbs.UPLIFT 20 GA. Q @ 6" O.C. 2 INTERIOR& INTERMEDIATE BLOCKING POINTS. COVERED WITH 15 LB. ACCORDANCE w/P2603.4. WITHOUT KEYS OR 5TSO FT.\ is.TS0 1 1/4"x24" Joist to Ledper to Beam Toe-Nail (3)8d Common Per Joist GIRDER TO CONCRETE PIER DETAIL TOOLS MINIMUM , MINIMUM / BUILDING PAPER OR CELOTEX INFILTRATION! BARRIER PROPERLY TAPED& SEALED. I. PIPE SUPPORTS ARE TO COMPLY w/SECT. P2605.TABLE P2605.1 APPLIES, EXCEPT a f.ALL SUB FLOORS TO BE 3/4" PLYWOOD MAILED WITH TWIST NAILS @ 6" O.C. LEAD PIPE IS NOT TO BE USED. PIPE MATERIALS ARE TO COMPLY w/SECT. P2609. Band Joist to Joist End-Nail 3 166 Common Per Joist o CRIPPLE STUD g.ALL WALL CORNERS TO BE MIN. 3 STUDS NAILED 16d- 12' O.C. j. WHERE THE VOLUMES OF ROOMS AND SPACES ARE COMBINED FOR THE PURPOSE OF MINIMUM SIZE WINDOW Z MINIMUM SIZE WINDOW In. HEADERS,TRIMMERS&JOISTS UNDER PARTITIONS TO BE DOUBLED BLOCK BETWEEN PROVIDING INDOOR COMBUSTION AIR,THERE SHALL BE AT LEAST TWO OPENINGS ANCHOR BOLT DETAIL FOR 20"CLEAR HEIGHT $W FOR 24"CLEAR HESTPoAP REFERENCE 3.3B Band Joist to Sill or To Plate Toe-Nail 2 166 Common Per Foot FOR NAILING JOISTS UNDER PARTITIONS. BLOCK STUD WALLS @ 112 STORY HEIGHTS&AT PROVIDED ONE WITHIN 1 FOOT OF THE CEILING OF THE ROOM AND ONE WITHIN 1 FOOT °a UNSUPPORTED EDGES OF PLYWOOD. OF THE FLOOR FOR COMBINED USE OF INDOOR AND OUTDOOR AIR.SIZE OF VENTS Wood structural panels, subfloor, roof and interior wall sheathing to TYPICAL UPHD8 INSTALLATION sJ FLOOR q`HEAtER UPLIFT ON I.ALL CAP PLATES TO BE DOUBLED& NAILED WITH 166 @ 12"OC LAP CAP PLATES AT TO BE DETERMINED BY MANUFACTURERS SPECIFICATIONS. framing and particleboard wall sheathing to framing. ANCHOR BOLT-TO-PLATE CORNER. -TO-STUD CONNECTION o NECTION IS REQ'D.@ EA. END OF HEADER&@ BOTTOM OF j. HEADERS OVER DOORS AND WINDOWS UP TO T-0" WIDE TO BE (2)2x6 FOR OPENINGS See Table R002.3(3) for wood structural panel exterior sheathing HEADER STUDS,IN ADDITION TO T-0"TO T-0" USE (2)2x8,UNLESS OTHERWISE NOTED. SHEAR WALLS ONLY THE CONSTRUCTION TYPE DESIGNATION SHALL BE "I(sLABONGRADE,ETC.) "III", "IV", OR "V" TO INDICATES THE CONSTRUCTION" "II" @TOP&BOTCONNECTORS@ WALL OMOFCSTUDS to wall framing t RIPPLES k. FOR HEADERS OVER 5'-0" LONG USE DOUBLE JACK STUDS. ..._._,..__,-...,....._.,._._..._....._..-.._...._._..,..,�......"..............W__-__.__.....,...,..�._,_..__.._..,,_....,..,-.__._.,....,,._,..,._.___.w..__...__,._.._.,._�......_..._„_,.._".__-..._._,-...._,.._......,_.._,__...._.._..__..__._,_...,., 1. MIN.BEARING FOR JOISTS, BEAMS& STUDS TO BE 3 1/2". Table 8602.3(3) j Edges Intermediate UPHD8-3,3001bs.UPLIFT CLASSIFICATION OF THE STRUCTURE UNDER SECTION 602 m. PROVIDE SOLID BRIDGING MAX. 8'-0"O.C. IN ALL FLOOR CONSTRUCTION. 3 6d Common (8)WS3 WOOD SCREWS Requirements for Wood Structural Panel r 3/8"-1/2" OF THE BCNYS n. PROVIDE COLLAR BEAMS AT RAFTERS AS PER STATE& LOCAL CODES. (16" o/c, @ """"" - """ """"" '"'� """" -__ .� n ,�. �_ .... _____"_"._... ._____.._ bd Common 6 D'a' 12"O•a• FOR CORNERS FLOOR TO FLOOR CONNECTION 4'-5" ABOVE ATTIC FLOOR) OR 1/3RD WAY DOWN FROM RIDGE Wall Sheathing used to Resist Wind I OPENINGS 6'-O"oR GREATER Pressures 19/32-1 TYP. CONNECTION FOR TWO ZO 0. ROOF FRAMING IS DESIGNED IN ACCORDANCE w/THE PROVISIONS OF Cl OF THE w_ ..w„_ , ,.-,._,,."_,,,_...,. ....._... ..._........__,_.__. ._,. I 8d Common 6"o.c. 12"o.c. 2018 W.F.C.M. Minimum Minimum + STORY APPLICATIONS 11/6-1114" /8"%%C ANCHOR BOLT@36"OC p. PARALLAM MICROLLAM OR WOOD STRUCTURAL MEMBERS TO BE AS MANUFACTURED € I I 10d Common 6, °c 12"o.c. REFLECT! MINIMUM SHEAR WALL SEGMENT SIZE BY TJI CORP.OR APPROVED EQUAL. Wood Nominal ; Maximum ! s VE WHITE ASPECT RATIO:H/L<3i Structural Panel I Wall Stud {{ Other wall sheathing q. MATERIAL FOR STRUCTURAL MEMBERS IS TO BE IDENTIFIED IN ACCORDANCE w/R502.1 I C WALL HT(H) SEGMENT WIDTH(W) W MATERIAL FOR LOAD BRC. STUDS, PLATES,AND HEADERS ARE TO BE IDENTIFIED IN ; Panel Span Thickness Spacing 1/2" Structural Gellusic Fiberboard 11/2"Goly Roofing s'-r' 2'-a" p P g ] 3"o.c. 6"O.C. REFLECTIVE RED 9'-1" 2'-8" ACCORDANCE w/8602.1. Minimum Nail Rating Inches I Inches Panel Nail Spacing Ultimate Design Wind Speed m h 1 Sheathing Nail 10 1 r. STRUCTURAL FLOOR MEMBERS ARE NOT TO BE CUT, BORED, OR NOTCHED IN EXCESS o--------•--• -.__ .______..-.._.__-_.. .,..,;._... _._._g.,__ .. .. ,.....).�.A._ ( ._..._.-). P g g _.,_„___P___.. LP_L. ;, PANTONE#187 3'o" - " "` 25/32"Structural Gellusi- Fiberboard 3/4"Galy Roofing I _..� _ ��_� __._-_.._.___ __ � g D T FOUNDATION CONNECTION mL OF THE LIMITATIONS SPECIFIED IN FIG. R50l_.8.CUTS, NOTCHES,AND HOLES BORED IN i,. �_ Wind exposure category 3"o.c. 6"o.c. no Sheathing____._.__ ...._,._-____.__.._ _-.._.-._._.-:...--__--______.. ._.__-_...._. __.__,. .. _ all ENGINEERED WOOD PRODUCTS ARE NOT PERMITTED UNLESS THE EFFECTS OF SUCH ¢ } I Edges Field I { SIMPSON MST27 20 GA.METAL STRAP, n1 DESIGNATION FOR STRUCTURAL COMPONENTS PENETRATIONS ARE SPECIFICALLY CONSIDERED IN THE DESIGN OF THE MEMBER, IN I I j 1/2"Gypsum Wallboard 11/4 Screws 7'c.c. T'o.c. 12"MIN.ON STUD SURFACE z TYPICAL UPHD8 INSTIALLATION II Size Penetration(in) g I ((inches o.c.) (inches o.c.) B C I D THAT ARE OF TRUSS TYPE CONSTRUCTION to ACCORDANCE w/8502.8.2.STUD DRILLING & NOTCHING ARE ALSO TO COMPLY w/ """' -"' ---"° ~- HOLDOWN W/ 5/8" HREADED ROD L 6d Common I 1.5 ! 24 0 3 8 16 6 12 140 i 115 110 I �p IT II N / / TYPICAL LSTA36 8602.6. SEE DETAIL ` .j._.._._.._..._._,.....;...._._-._____�i,._..__..-__-_-.____t..____...-,.-_._...-__..•_�__,,._...___._. .�...,.-__.,.__ 5/8" sum Wallboard Screws 7"o.c. � S. IN ACCORDANCE w/SECTION R312.1.3, REQUIRED GUARDS FOR HANDRAILS ARE TO 8d Common! 1.75 1 24/16 7/16 j 16 1 6 i 12 170 i 140 135 (OR EQUIVALENT II II O _ �_._ _. _ ____ .____..--_-.--___,.-_.�_._.._-__..___ ..-._.__t_____________-...____...._.______. __._.__.___.__.._____;....-__....._._.___j.__�-__.__ ) FLOOR FRAMING INCLUDING W U Cn HAVE GAPS THAT DO NOT ALLOW PASSAGE OF A 4"o SPHERE t Wood structural panels combination subfloor REFERENCE 3.31 47 „ NOTE: t. STAIR TREADS SHALL BE 1 1/4"-THICK CLEAR OAK, UNLESS NOTED. L --�--- - -"--- ------------ ---.--- • _� - �4 �� 6 � ,� 12� � 140 115 �� 110 � FOR NAILING 1 R F GIRDERS AND BEAMS MAY BE u. INTERIOR TRIM SHALL BE CLEAR MATERIAL UNLESS OTHERWISE NOTED. 3/4"or Less led Common 6"O.C. 12"o.c. STROKE REQUIRED F WRAP&NAIL STRAP AROUND ++ ++ v. WALL& CEILING FINISHES ARE TO HAVE A FLAME SPREAD CLASSIFICATION NOT FOR SHEAR Q SILL @ 16"OC ON EACH STUD II GREATER THAN 200 IN ACCORDANCE w/R302.9.4,&A SMOKE DEVELOPED INDEX 6 DIAMETER "FR" Z Z TABLE 8403.1 MINIMUM WIDTH OF CONCRETE OR MASONRY FOOTINGS Qnchesjo 7/8"-1" Common6"D.C. 12"O.C. -L L Q 8d /8"%%C ANCHOR BOLT@36"OC a Q ¢ _ NOT GREATER THAN 450, IN ACCORDANCE w/8302.9.4.TESTING METHODS MUSTTRUSS SIGN NOTE:INSTALL TRUSS SIGN AT LOCATION OF INCOMING ELECTRIC SERVICE.CONTRACTOR TO FURNISH AND INSTALL 2 COMPLY w/R302.9.3 1118"-1 1/4 10d Common 6"o.c. 12"O.C. LSTA36-1,305 Ibs.UPLIFT 18 GA.1 PROFESSIONALLY.FABRICATE AS DETAILED IN DWG. Q ✓ PR w.ALL CLOSET SHELVES TO BE CLEAR PINE UNLESS OTHERWISE NOTED. LOAD-BEARING VALUE OF SOIL(psf) 1/4°06^ / w U Q Q U For wood structural panel roof sheathing attached to able end roof framing TRUSS SIGNAGE RE IF ENGINEERED WOOD ON PLANS SCALE: x. PROVIDE 1 WOOD CLOTHES ROD IN ALL CLOSETS. 1,500 2,000 3,000 E4,000 P 9 9 g and to REQIF TO FLOOR CONNECTION y. CERAMIC TILE SURFACES& INSTALLATION ARE TO COMPLY w/R702.4, OTHER Conventional Itght-frame construction intermediate supports within 48 inches of roof edges and ridges, nails shall be spaced 1/411 = 1 FINISHES TO COMPLY w/R702.5,& R702.6. 1-story 12 12 12 12 at 6 inches on center where the ultimate design wind speed is less than 130 mph and REQUIRED FOR UPLIFT z.ANY CHANGES TO THE STRUCTURE SHOULD BE BROUGHT TO THE ATTENTION OF THE 2-story 15 12 12 12 OPTIONAL NAILS END ENGTH shall be spaced 4 inces on center where the ultimate design wind speed is 130 mph or (WOOD SHRINKAGE o 12" YPICAL ENGINEER BEFORE CHANGES ARE MADE TO THE STRUCTURE ON SITE. 3-story 23 17 12 12 greater but less than 140 mph MAYOCCURAND Q CAUSE STRAP TO flinch brick veneer over light frame or 8-inch hollow concrete masonry BUCKLE OUTWARD) O ROOFING /SIDING NOTES 1-story 12 12 12 12 2-story 21 1G 12 12 RAFTER TO DOUBLE TOP PLATE DETAIL m & R905 AND 3-story 32 24 16 12 TYPICAL STUD PLATE TIE SERIES - SP4 FLOOR TO FLOOR CONNECTION r- w a. ROOF COVERING MATERIALS ARE TO COMPLY w/SECTIONS 8902, 8904, INSTALLATION @ 16" O.C. ARE TO BE IDENTIFIED IN ACCORDANCE w/R904.4. ROOF DRAINS ARE TO BE FOR NAILING PROP (CANTILEVER CONDITIONS V� INSTALLED IN ACCORDANCE w/8903.4. DRAWINGS AND DETAILS TO BE SUBMITTED. 8-inch solid or fully grouted masonry DOUBLE LVL ) CLEARS N J'�`A 77006 b.ASPHALT SHINGLE UNDER-LAYMENT IS TO COMPLY w/SECTION R905.2.3. SELF SEAL 1-story 16 12 12 12 FASTENERS:2-106X1 112 TA �0�o NPS, STRIPS AND FASTENERS ARE TO COMPLY w/R905.2.4& R905.2.5. DETAILS OF 2-story 29 21 14 12 RAFTERS/TRUSS INSTALLATION @ 16"c/C TYPICAL LSTA FESSI� ASPHALT SHINGLE ROOFING INSTALLATION!ARE TO BE SUBMITTED. FOR ROOF SLOPES 3-story 42 32 21 16 FASTENERS:10-1 OdX1 112 TO EXIST 2X4 STUD WALL @16"O.C. g LSTA24-980 lbs.UPLI OF 4/12, DOUBLE UNDER-LAYMENT IS REQ'D. IN ACCORDANCE w) R905.2.7.THE III PLATES °,l TYPICAL KST237 20 GA.1 1/P24" DWG. NAME: 3/9/16 LSTA24-980 lbs.UPLIFT 20 GA. UNDER-LAYMENT IS TO CONFORM w/ASTMD226 D 1970 D4869,AND D6757, AND IF = = DETAILS APPLICABLE,TYPE CLASSIFICATION INDICATED IN ACCORDANCE WTABLE R905. .1(1) For 51:1 inch 25.4 mm,1 pound per square foot 0.0479 kPa. 1EXISTING 2X4 SILL 1 1/4"x24" DOUBLE ENDLENGTH C. FOR ROOF SLOPES, ICE PROTECTION THAT CONSISTS OF AT LEAST 2 LAYERS OF PLATE UNDER-LAYMENT CEMENTED TOGETHER, OR A SELF ADHESIVE POLYMER MODIFIED a.Where minimum footing width is 12 inches,use of o single wythe of solid or TOP PLATE PROVIDE BLOCKING - 1"MIN o 12"1 YPICAL & NOTE S BITUMEN SHEET, IS TO BE USED& IS TO EXTEND FROM THE EAVE'S EDGE TO 24" MIN. fully grouted 12-inch nominal concrete masonry units is permitted. Z a PROPOSED 2X4 DOUBLE TOP INSIDE THE EXTERIOR WALL LINE OF THE BUILDING IN ACCORDANCE w/R905.2.7.& CPLATE FLOOR-TO-FLOOR m REFERENCE R905.1.2. N REFERENCE 3.36 DWG. NO.: FOR NAILING INSTALLATION @ 16"O/C FOR NAILING Ell. FLASHING MATERIALS ARE TO BE CORROSION-RESISTANT AND INSTALLED IN 12"MIN. ACCORDANCE w/R703.8, R903.2,& R905.2.8. e. HOUSE WRAP MATERIAL OR BUILDING FELT& IT'S INSTALLATION ARE TO COMPLY w/ 2X4 STUD WALL @ 16" STRAP @ R703.2 O.C. EACH STUD f. WEATHER RESISTANT SIDING ATTACHMENT AND MIN.THICKNESS ARE TO COMPLY w/ TYPICAL H16 -1470 lbs. UPLIFT ' ' PROP 2X4 STUD WALL @16"O.C. A - 1 6-10dX1 1/2" ' ' 8703.3.2. TRUSS/RAFTER TO DOUBLE (0.148"X1 112 11i �', WALL TO CRIPPLE WALL CONNECTION PLATE INSTALLATION PAGE 2 OF 9 N O� M n M u 64 rd �I E.y rl O O w rte^ w PL PL I z 1 I � I i � z I o U I 1 Q i F"a 1 U H I � I ❑ I rTl O I U O I z Iw 1 w P4 �D o � � I Coll I o 1 w � 1 U Z � w � Q a Front Elevation 0 w x L N � W � 7 z 3 A Q z w ra a � w Q Q Q I U SCALE: O E 1 � W 2 yo 77006 A'��FESSIO�P� DWG. NAME: TRIANGLE ANALYSIS DWG. NO.: A - 2 PAGE 3 OF 9 N 00 d MINIMUM 235#ARCHITECTURAL ROOF SHINGLES, � G 12-0 COLOR TO BE SELECTED BY OWNER c� 00 Treated 6 x 6 30#BLDG FELT —7 ET I 1/2"CDX PLYWOOD SHEATHIN ROOF RAFTERS(SEE PLAN FOR TYPE,SIZE AND SPACING). t I 4"PC Slab i Haunched Concrete Slab I I MIN. 1" CLEAR SPACE FOR VENTING OF INSULATION > I p R-30 BATT INSULATION ' -1 ALUMINUM GUTTERS AND LEADERS I "Simpson" H2A at All Slop Sink r _ New Rafters c�..,. (See Detail) FIRESTOPPING (ALL WALLS FLOORS AND CEILINGS)AS PER CODE. — . . GYPSUM CLADDING k BOARD �a ( 1/2 EXTERIOR PLYWOOD SHEATHING I ' TYVEK OR EQUAL VAPOR BARRIER �7Ejkctor TAPED OR SEALED JOINTS i Pump Pit I I Beam Pocket SIDING,TYPE AND COLOR TO BE SELECTED BY OWNER I IN EXTERIOR SHEATHING '' Tankiess Hot Water" 1" RIGID INSULATION R 5 a 00 2"x6" WALL STUDS @16" O.C. N UtiliRy Room R-15 BATT INULATIO r (2) 1314 X.9 1/2 LVL 0 I EXTERIOR SHEATHING CAULKED GLUED OR �. 2"x 6"BASE PLATE GASKETED TO BOTTOM PLATE p - x 9 �'i -.' I 1 1/4" X 20 GAGE STEEL STRAP(4) 8d COMMON NAILS IN EACH END AS PER ' W I TYPICAL FLOOR CONSTRUCTION: H �~ TABLE 3.36 OF WOOD FRAME CONSTRUCTION MANUAL 3/4" T&G PLYWOOD FLOORING SCREWED AND GLUED TO Qz 3 I FLOOR JOISTS (SEE PLAN FOR TYPE, SIZE AND SPACING) 112" SHEETROCK WITH TAPE AND 3 COATS OF SPACKLE 0 /sN I SIMPSON LTP4 @ 16" O.C. FROM RIM JOIST TO PLATE.TO W Bath I I BE FASTENED AS PER SIMPSONS RECOMENDATIONS. I Q I I 2-2"x 6"TOP PLATE � Q � � as 5/8 Type"X" Drywall on the I I FIRESTOPPING (ALL WALLS FLOORS AND CEILINGS) ceiling and the stud wools I I AS PER CODE. CH 9'-6" I I I i 91/2 TJI 230 Wood I-Beam 2 x 4 Studwall 16"OG ( I z w/Treated 2 x 4 Plate I I I < 2"x 6"BASE PLATE filled with R-15 Insul and ( I I EXTERIOR SHEATHING CAULKED, GLUED OR GASKETED 1/2"Drywall Both Sides I O SIMPSON LTP4Z @ 16" O.C. FROM RIM JOIST TO A I TO BOTTOM PLATE � x I O BE FASTENED AS PER SIMPSONS RECOMENDI TYPICAL FLOOR CONSTRUCTION: (ALL SCREWS IN CONTACT WITH ACQ WOOD TOI 3/4"T&G PLYWOOD FLOORING SCREWED AND GLUED TO FLOOR JOISTS DIPPED GALV (SEE PLAN FOR TYPE, SIZE AND SPACING) R-30 BATT INSULATION U m (2) 2"x6" .25 ACQ WOOD SILL PLATE (AND SILL SEALER)ANCHCONCRETE FOUNDATION WALL W/ 5/8" DIA. HOT DIPPED GALVANIZEDBOLTS WITH 3" SQUARE HOT DIPPED GALVANIZED WASHERS @ 23" O.C.7" EMBEDMENT(NOT MORE THAN 12" EA.WAY FROM C . *NOTE: EXTERIOR SHEATHING CAULKED, W x COPPER TERMITE GLUED OR GASKETED TO SILL PLATE, 2'O" I ALL STRAPPING SHALL BEAR MIN. SHIELD SILL PLATE INSTALLED OVER �D x I 12" ON STUD, RAFTER FACE, ETC. SILL GASKET W O v O o 9 ( I TYPICAL FOR ALL LOCATIONS. Q NEW CONCRETE FOUNDATION WALL W/DAMPROOFING AND (2) #5 Rebar Vertical U O 3 1/2 Steel Col #5 REINFORCING RODS TOP AND BOTTOM. 24" OC g_p i I 24 x 24 x 12 PG Ftg (Typ.) I 4"THICK CONCRETE SLAB WITH 6"x6" #10/#10 a/ W W.W.M. OVER 6 MIL. POLY VAPOR BARRIERO /-� 7-0" I Treated 2 x 10 DJ Connected to Ledge � I on House w/TEGO. Treated 2 x 10 I PC Wall 16" 8" PC Ftg 112" EXPANSION JOINT FILLE J 9 Lagged to Framingl/2"Lags 16"O.C. ►-� 1/2 TJI 230 Wood I-Beam 1'-4" x 8" DEEP CONCRETE FOOTING W/KEY on x r� O I I 2) rea Tted 2 x 10 Girder I I WAY AND (2)#3 STEEL REINFORCING RODS. - - - - - - - l ry v I UNDISTURBED SOIL w m F .o a team Pocket T I I I New Low Profile W O I I cvl 1v I x I Ridge Vent TYPICAL WALL SECTION AND FLOW RETARDER DETAIL I I 7 "Simpson"LSTA Ridge Strop 2 Treated 2 x 8 HDR 7o I ( I l9 a Each New Rafter 1 3/4 x 11 7/8 LVL Ride SCALE: 3/4"=1'-0" — ( ) ——— (2)Treate x 12 HDR - I I g ---- -------- --- -------------- O (See Detail) .. F (2):rreated 2 x 10 Girder I I I Asphalt Shingles over 15# Felt z ———————————————————— ————---————————— ——— I over 1/2"CDX Plywood Sheathing O Treated 2 x 8 DJ Connected to Ledger I over 2"x 10" R.R. @ 16"O.G.. a W a v on House w/TECO. Treated 2 x 8 I I Provide Ice Dam 24"Wide from W Logged to Framing 1/2" Lags 16"O.C. i i i Face of Building. U 61 � 61 L N � O Treated 6 x 6 Post(Typ) � N 6 I (2)Treated 2 x 10 Gird e - _ _ - o 1/2"Drywall 2 x 4 Plate \\ \J}— j 2 x 10 GJ @16 OC 7-7 7-7 7-7 7-7 7-8" 2 x 4 Plate 6"Closed Gel Spray oom 2 x 6 RR Connected to 2 x 8 Lagged to Framing In Rafter Bays o R-6 "Simpson" H2A at All 1/2" Lags 16"O.C. New Rafters 3/4 Plywood (See Detail) Asphalt Shingles over 15# Felt `� Subfloor 14" Diam x 36" Deep Min Railings to comply with 8312.1 8312.2 over 1/2"CDX Plywood Sheathing 2 x 4 Plate W See Notes on A-1 for Full Description FPC Post Ftg w/Treatedoundation/Basement 6 x 6 Post on P8 @ over 2"x G" R.R. 16"O.G.. \ 2 x 4 Plate I Provide Ice Dam 24"Wide from Post Base(Typ) Face of Building. (2)2 x 6 Plate 9 1/2 TJI 110 Wood I-Beam Vinyl Siding over Tyvek over "Simpson" H2A at All1"Rimboard 1" Rigid Foam over 1/2"Plywood L @16"OC New Rafters Sheathing over 2"x 6"studs p 2 x 4 Studwall 16"OC 1/2"Drywall L LL (See Detail) @ 16"O.C.w/R-21 Insul W (� -� (2):2 x 8 Hdr and 1/2" Drywall Both Sides N 3/4 Plywood w 1]j Treated 2 x 8 DJ Connected to Ledger Subfloor2 x 4 Studwall 16"OC 1/2"Drywall on House w/TECO. Treated 2 x 8 z and 1/2"Drywall Both Sides Lagged to Framing 1/2" Lags 16"O.C. W Q Q 3 Q 1/2" Drywall a Q 8"Perma-Gast Col w U Q Q U 4" PC Slab 2 x 6 Plate SCALE: Railings to comply with R312.1 e 8312.2 1/4IT = 1 See Notes on A-1 for Full Description iv I Treated 2 x 8 DJ @ 16 OC P��O E � #3 Bars Cant (2)1 3/4 x1VL (3)13/4 x 117/6 LVL Hdr 1 �� ,F• I1-D"I 2 Treated 2 x 10 r � 9 1/ " Rimboard ( ) Treated(2)2 x 6 Sill 91/2 TJI 23 Wood I-Beam y 77006 FQ Copper Termite Shield R-38 Insulation J' V @ 16"OC �FESONP� 5/8 Anchor Bolts 28"OC MSt ax lf� Treated 6 x 6 Post DWG. NAME: 3 1/2 Steel Col 3 1/2 Steel Gol 4"PG Slab PLANS L 4 4 8" PG Found T-10" H #3 Bars Cont - - - - � � 2 x 4 Studwall 16"OC 24 x 24 x 12 PG Ftg(Typ.) DWG. NO.: w/Treated 2 x 4 PlateI I W Diam PC Post Ftg filled with R-15 Insul an — — — — —d I L — w/Treated 6 x 6 Post 1/2" Drywall Both Sides L — on PB Post Base Section New 16"x 8"PC Footing PAGE 4 OF 9 N d' 01 M 00 M rtgy 32'-O" 9'-41/2" •�""�'` , �.' GFI U(Z) S t ti O o O r` p to 2nd - own to Bas IF 10 O O 4A. © x Closet -0 4'-41/2" ® 0 0 U) -4) o � Z _ 2 Q � co _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ O 00 O Q Closet 10 � Closet � m Q o2 w Open to Below U Z qp Fl U p n W Z Z Open to Above W ,� - w � -0- � � w w w 0 FP Z o o W w 2nd Floor Plan � Z w � Q a 19t Floor Plan 0 0 40'-O" 1st Floor Plan Z 0 w Door Schedule �4 Window Schedule Label Type Manufacturer Series Size UA SHGC Quanity Material Notes Number Type Manufacturer Series Size Mod # UA SHGC Quantity Notes N 1 Awning 3'-4" x 2'-4" 1 O U- 1 Exterior Entry 3'-0"x 6'-8" 0.3 1 Fiberglass Solidn 2 Double Hung 3'-0" x 4'-6" 6 Egress a 2 Exterior Slider 9'-0"x 6'-8" 2 Wood 3 Casement 2'-6" x 3'-6" 1 4 Double Hun 2'-0" x 3'-0" o ¢ �" 3 Interior 2-811x 6;-8„ 5 Wood Hollow Core g 1 5 Picture 2'-0" x 2'-0" 1 w Q 3 Q 4 Interior 1-6 x 6'-811 1 Wood Hollow Core 6 Picture 3'-0" x 4'-6" 4 w v Q Q v 5 Interior 2'-0"x 6'-8" 4 Wood Hollow Core 7 Slider 5'-0" x 4'-0" 2 SCALE: 6 Pocket 2'-0"x 6'-8" 1 Wood Hollow Core 8 Awning 2'-6" x 1'-6" 1 1 /4/" = 1 ' 7 Exterior Entry 3'-0"x 6'-8" 1 Wood Steel Insulated 9 Casement 2'-0" x 3'-6" 2 0 £ 8 Closet Bi-Fold 2'-8"x 6'-8" 1 Wood Bifold 9 Interior 2'-8"x 6'-8" 1 Steel 1 Hour Fire Rated 10 Closet Bi-Fold 1'-6"x 6'-8" 4 Wood ` yo 7006 A��FESSIONP� DWG. NAME: PLANS DWG. NO.: A - 4 PAGE 5 OF 9 N 00 01 M 00 M u _ (2 Hdr O /_O (2) 2 x 10 Hdr (2)2 x 6 Hdr /2 c� O _ od Fli Closet r W/1/2" Plywood FII ch w/1/2" Plywood Flitch iv 4-8 .,, } -wf Y IE ifUi � X v Bath X o tf) Foyer o 91/2 TJI 110 Wood I-Beam e oQ � 3 v a pto2nd 2x10 RR@160C s m '`� ' ..m iZ Bedroom own to Bose �+ q1 Kitchen l9 CD 2 x 6 Wall wa • . o O Closet LLL CWW 2 x 4 Stud Wall O Qz Closet �+ O 5'-2" fJ v N X s Both X O N v LL 11'_4•,. T ° 0 cp 1/2 Bath X t s ° Bath d v IL 3 � ° X ° O (2)1 3/4 x 91/2 LVL NIx ° . 01 o 11'-4" O O O O z Closet m Bedroom O � Ln Closet m �l Open to Above X z o ° O = X Closet p U = 91/2 TJI 110 Wood I-Beam Oen to Below Q � a a 161-011 s vN O 3 W x O ID N O O � w n 2x10 RR@16 OC Q w Bedroom Living Room M--I wz z iv Den I� � 15'-2.. r ✓ ' F~..t � O u L W v LL S ° LL X T ry a (2) 2 x 8 Har „ w � � w/1/2" Plywood Flitch w/1 2) x 8 Hdr YN' Plywood Flitch (2) 2 x 12 Hdr - - _ 3 (2) 2 x 12 Hdr w/1/2"Plywood Flitch yam' w/1/2" Plywood Flitch - - 7'-3" _O 1st Floor Plan Z a w 2nd Floor Plan U w � Q � 6 CUT PLATE TIED WITH . STAGGER JOINTS 24 tN: SINGLE TE DOUBLE 16 GAGE STEEL STRAP. USE SPLICE PLATES OR 'TOP PLATE SEE SECTION R602.6.1 TION R602.3.2 :.. SE 2 • FULL-HEIGHT STUDS" � \ SEE SECTION ADJACENT TO HEADER , RAFT ER R602.T.5'. FIREBLOCK AROUND z NOTCHED PIPE O RAKE \ HEADER— - WALL SEE TABLES 8602.71 �- STUDS { 1 AND 8602.7{2j (ALIGNED JACK STUDS OR W ! WITH ` '. " . „ TRIMMERS _—FIRST RAFTER STUDS OF f'AtR NAtL�D BELOW) ':"WALL STUDS WITH .TWO NAILS ,. � tto a FOR r'RIDGE �� 16 d FOR 2"RIDGE) JOIST G �� _ -SEE SECTION R602.3 , cQ I END , Cn 3 RAFTER SECOND D RAFT R E FTE RS ANo CEn.uda BOTTOM cn : Jo OF PAIR ISTs oR AF f'RCJV (I) eq . PLATE Cn NAILED � -! '�-.. .' s:.. :.. -. ..ROOF TRUSS � ;. :��. . . � � J WITH ON •. A FILLER BLOCK FLOOR JOISTS E E . w IO d AND , I 'I PLATE ;.: `, TOP PLATE TOP PLATE— SEE LATE N QNE IQd 1 ::: SEE DRILLING AND " TOENAIL B I 6'€' NOTCMNGPROVISION5 F : ..ONE It5d ::. BECONOST rTv BECT10Nt' .3.5 'SUB LOOR -- Q z z TO FILLER TWO 16d RAFTER TIE: BLACK Q FOUNDATION Q O . THREE 16 d r-1 A OR t:OLLAR TO FILLER --- -� 1 .; CRIPPLE WALL— w x BLOCK wALLBTUD— SEE SECTION 8602.8 U Q M U Four B d AT c RAKE WALL DETAIL--PLATFORM JOIST ISPEAMITMTo SEE DRLUNGAND — , I' E:ACI-1 RAFTER FRAMING FLOOR JOIST— BE CIA OR NOTCHED NOTCMNG P!4OVISIONS : SILL PLATE - — 1 ( SCALE: AND BETWEEN THESE UMfT'3 SECTIONA9!328 /�� _ 1 NOTCHING PFMISIONS F .,WIDE ,,::,,, , .. SECTIONIMM.8 .. — 2X TOP PLATES OVERLAP AT ICE STEEL 16d t2" O.C. I' BcmOMPLATE f sPAN , BFAN E FOUNDATION ROOF PEAK TWO 2 X 4 CORNER LOCKING WALLS a L-- --- — -- WALL STUDS TOP PLATES TOGETHER TO SPACER STUD 2 , h;::;:;,�� ., TOP PLATE. '. � STUq JOIST NN - i� O Y 1 IN.BY 4 IN. ..:. ..r_._,...,_ CRIPPLE DOD ti:, DIAGONAL BRACE ANCHOR BOLTS EMBEDDED IN — ;:. sruDs TQ P��,O E WALL WOOD BACKER STRIP 16 d S WILL ;, T FOUNDATION p iX OR 1/2" PLYWOOD. CONTINUE • .. -- - BAWD JOIST OR FOR BLOCKING AND STU S SLOCKING t tN x 4 CE k BMDOIN4-SEE - IN,RIBBON ... NAILED IN PLACE STAGGERED COMMON ;. BEFORE EXTERIOR `.. -12 o.c. WALL D SECT$ON RSW 7 . cur tNro snJD STUD �, SEE SECTION RSOZ.6;;; r SHEATHING APPLIED � VERTICAL SPACING >00 -' 4.I tv OOR .. r: PASTS y 16d t2 O.C. ,, . C7 THREE 16 d DOUBLE 2X STAGGERED �Cl� t3EAWNo O qtr RN '.:. C RAND PARTITION TO FILLER HEADER WITH t, WALL77 06 ` SOLE OF U BLOCK '� PLYWOOD ! LATE It�d TOE SPACER - NA! S LED � �. BETWEEN , .... WG. NAME. , !; D TO SOL SOLE Od r, ; LAP JOIST a IN.MIN. APPLY APPROVED SHEATHING OR SPACE TRIMMER WALL BMD JOIST .: BOTTOM PLATE oRSPLtcE-SEE EXTERIOR WALLS WITH 1 IN.BY4IN.BRACES LET IN STUD OR BLOCKING ICN tTssox a SEE seeTlaN Rsoa B INTO STUDS AND PLATES AND EXTENDING FROM. STUD FOR FIDE BI-odclNG BACKING SIRID STUD TUDS SHALL BE FRPARTITION M TiTTEt d TO BEROMIT TED KING STUD PLA NS SECT SILL PLATE THROUGH THE USE OF WOOD BACKUP CLEATS,METAL ~= JOIST APPROVED METAL STRAP DEVICES IN "i','i WILL SERVEDRYWALL LIPS OR OTHER AS ADEQUATE BACKING FOR THE FACIROVED DEVICES NG SECTIOTHE R6D1MANUFACTURER'S r CRAWL SPACE OR > ACCQRDANCE WITH SPECIFICATIONS.SEE MATERIALS.:< .. .. .:- .. BASEMENT ;...,. .::. MONOIJTHGOUNCATON . {iMDE - ,.. .-.••. ou :. .. : ,:;;'- DWG. NO.: D !r� rr,\cru ; NOTE ; KIN D A ,. . . ... �� ... . r, . . CORNER BLOCKING ET IL WASTUDS •, .. 2X LL INT . . ERMEOIATE . . .. m IIIn a interior nd xten r - Pr vide maximum nailing surface ona exterior Provides ;. -- I ,:.... . a ;::... ch_25.4 mm.1 foot 3Q4.8 mm..:; -.., INSULATED WALL DETAILS ,.. PIATFOR61FtL1MNG BEAwNawA BALLOON.. LI. ... �. FRAM G STUD A TO HAVE SAME NAtLJNG ... u • TO FILLER BLOCK A wafts. TOP PLATE FRAMING DETAIL SOLE F r: . S STUD B 4 .. :..:... .:.. : . FIGURF`R602. 2 )mm. 304.8 m 2X4 BEARING WALL—HEADER DETAIL FRAMNG DETALSCORNSR P06T FIGURE 8602 t ; � PARTITION TO WALL. TYPICAL WALL,FLOOR AND ROOF FRAMING CONNECTION PAGE 6 0F 9 N 01 M 00 M a 0 oz 30 Q � 2nd FloorEL G� cn F� E-� z 0 U Q Front Elevation W � con U � Z O W � Q W w � � O � W Rear Elevation W � � � � W . mow o � Z w U �D w � Q a l n z 0 w x i N z 3 Q Z Q 3 P ¢ PIUH� Q U SCALE: 1 r ti F` Z 77006 �FESSIONP� DWG. NAME: ELEVATIONS Right Elevation Left Elevation DWG. NO.: A - 6 PAGE 7 OF 9 N 00 MINIMUM 235#ARCHITECTURAL ROOF SHINGLES, COLOR TO BE SELECTED BY OWNER M INTERIOR CONTINUOUS BEAD OF 30#BLDG FELT ADHESIVE CONDITIONE E jCONTINUOUS BEAD OF D SPACE ROOM ABOVE GARA E 1/2"CDX PLYWOOD SHEATHING-SEALANT >< ROOF RAFTERS(SEE PLAN FOR TYPE,SIZE AND SPACING). MIN. 1" CLEAR SPACE FOR VENTING OF INSULATION CAVITY C ITY SU 10 R-30 BATT INSULATION V W CEILING JOISTS(SEE PLAN FOR TYPE,SIZE AND SPACING) INSULATI _ _ _ _ _ _ _ CONTINUOUS BEA OF ON 1 1/4"X 20 GAGE STEEL STRAP @ EACH STUD. (4) 8d COMMON NAILS INEALANT EACH END AS PER TABLE 3.313 OF WOOD FRAME CONSTRUCTION MANUAL DRYWALL CAULKED GLUED ' WOOD FRAME OR ALUMINUM GUTTERS AND LEADERS OR GASKETED TO PLATE ASSEMBLY CON INUOUS BEAD OF WOOD FRAME LOOR SOFFIT VENTING WITH INSECT SCREEN EXTERIOR SHEATHING CAULKED, GLUED SEALANT -s ASSEMBLY 2-2"x4"TOP PLAT OR GASKETED TO TOP PLATE {:' 9 INSULATED D 1 112" RIGID INSULATION FIRESTOPPING (ALL WALLS FLOORS AND CEILINGS)AS PER CODE. CONTINUOUS BEAD OF WALL 1/2"GYPSUM BOARDTYVEK OR EQUAL VAPOR BARRIER ' - CLADING SEALANT SAME FOR FLOOR ABOVE —� GARAGE 1/2" EXTERIOR PLYWOOD SHEATHING T PEDD OR SEALED JOINTS INTERIOR CONDITION UNCONDITIONED SPACE SIDING,TYPE AND COLOR TO BE SELECTED BY OWNER I IN EXTERIOR SHEATHING SPACE 1" RIGID INSULATION R-5 2"x4" WALL STUDS @16" O.C. R-15 BATT INULATIO AIRSEALING @ UPPEREXTERIOR SHEATHING CAULKED,GLUED OR 2"x4"BASE PLATE I GASKETED TO BOTTOM PLATE p AIF SEALING @ UPPER FLOOR RIM JOIST FINISHED FL CONTINUOUS BEAD OF 1 1/4 X 20 GAGE STEEL STRAP(4) 8d COMMON NAILS.N EACH END AS PER SEALANT TYPICAL FLOOR CONSTRUCTION: TABLE 3.313 OF WOOD FRAME CONSTRUCTION MANUAL y, FLOOR RIM JOIST CONTINUOUS BEAD OF 3/4" T&G PLYWOOD FLOORING SCREWED AND GLUED TO z FLOOR JOISTS (SEE PLAN FOR TYPE, SIZE AND SPACING) 1/2" W SEALANT SHEETROCK WITH TAPE AND 3 COATS OF SPACKLE CONTINUOUS MINIMAL SIMPSON LTP4 @ 16" O.C. FROM RIM JOIST TO PLATE.TO W EXPANDING FOAM AT BE FASTENED AS PER SIMPSONS RECOMENDATIONS. I EXTERIOR SHEATHING CAULKED, WINDOW PERIMETERGLUED OR GASKETED TO TOP PLATE Q 2-2"x4"TOP TAPED OR SEALANT OVER JOINT IN WINDOW UNIT AS AIR FIRESTOPPING (ALL WALLS FLOORS AND CEILINGS) I EXTERIOR SHEATHING BARRIER AS PER CODE. CONTINUOUS MINIMAL 1 1/4" X 16 GAGE TRIPLE COATED ZINC STEEL STRAP LAPPED UNDER BOTTOM PLATE WITH (4) 8d COMMON NAILS AT STUD AND (4) 8d COMMON NAILS AT RIM JOIST AND SILL FOR A TAPED OR SEALED JOINTS IN EXPANDING FOAM AT TOTAL OF 8, AS PER TABLE 3.3B OF WOOD FRAME CONSTRUCTION MANUAL I EXTERIOR SHEATHING WINDOW PERIMETER (ALL SCREWS IN CONTACT WITH ACQ WOOD TO BE HOT DIPPED GALVANIZED) STRAPS TO BE WRAPPED UNDER WOOD SILL. WOOD FRAMING H PER CONTINUOUS BEAD OF z MANUFACTURERS SEALANT MANUFACTURED RECESSED I LIGHT ENCLOSURE 2"x4"BASE I REQUIREMENTS EXTERIOR SHEATHING CAULKED, GLUED OR GASKETED a SIMPSON LTP4Z @ 16" O.C. FROM RIM JOIST TO SILL.TO I TO BOTTOM PLATE � SPECIFIED ATTIC INSULATION BE FASTENED AS PER SIMPSONS RECOMENDATIONS. I TYPICAL FLOOR CONSTRUCTION: � (ALL SCREWS IN CONTACT WITH ACQ WOOD TO BE HOT I 3/4" T&G PLYWOOD FLOORING SCREWED AND GLUED TO FLOOR JOISTS CONTINUOUS BEAD OF DIPPED GALVANIZED) (SEE PLAN FOR TYPE, SIZE AND SPACING) R-30 BATT INSULATION u ADHESIVE U (2) 2"x6" .25 ACQ WOOD SILL PLATE(AND SILL SEALER)ANCHORED TO Q CONTINUOUS BEAD OF CONCRETE FOUNDATION WALL W/ 5/8" DIA. HOT DIPPED GALVANIZED ANCHO _ _ _ _ _ _ _ _ a SEALANT BOLTS WITH 3" SQUARE HOT DIPPED GALVANIZED WASHERS @ 23" O.C. MINIMUM 7" EMBEDMENT(NOT MORE THAN 12" EA.WAY FROM CORNERS). EXTERIOR SHEATHING CAULKED, W �, *NOTE: COPPER TERMITE GLUED OR GASKETED TO SILL PLATE ALL STRAPPING SHALL BEAR MIN. SHIELD SILL PLATE INSTALLED OVER � DRYWALL EXPANDING FOAM SEALANT �� SILL GASKET O INSULATED CEILING 12 ON STUD, RAFTER FACE, ETC. AT PERIMETER W � EXTERIOR STUD 5SCONTINUOUS BEAD OF RECESSED LIGHT FIXT CONTINUOUS BEAD OF TYPICAL FOR ALL LOCATIONS. Q WALL SEALANT SEALANT CONTINUOUS SEAL SEALER, NEW CONCRETE FOUNDATION WALL W/DAMPROOFING AND (2) INSTALL INTERIOR FULL WIDTH OF MUDSILL #5 REINFORCING RODS TOP AND BOTTOM, w Z SHEATHING PRIOR TO 4" THICK CONCRETE SLAB WITH 6"x6" #10/#10 �/ w INSTALLATION OF PRE- FOUNDATION WALL AS W.W.M.OVER 6 MIL. POLY VAPOR BARRIER FAB FIREPLACE UNIT AIR BARRIER AIR SEALING @ ATTIC Q 112" EXPAIN'SION JOINT FILLE r--i CONCRETE SLAB AS AIR BARIER RECESSED LIGHTING WAY AND (3)E#5 SSTEELETE FOOTING W/KEY REINFORCI G RODS. • - - - - - - - ~ w PREFAB FIREPLACE UNIT UNDISTURBED SOIL w 04 w *—"ATE: SHADED COMPONANTS '4 IN DESIGNATED AIR FLOW TYPICAL WALL SECTION AND FLOW RETARDER DETAIL RETARDER SYSTEM. Z �W SCALE: 3/4"=1'-0" ~ AIR SEALING @ SPECIFIED ATTIC INSULATION z EXTERIOR WALL ° w a W W 1 1/2" RIGID U � INSULATION u W � Q W FINISHED CEILING FINISHED CEILING CONTINUOUS BEADS OF TRIM OVERHANG 112 INT ACCESS PANEL SEALANT OPENING TO SUPPORT PANEL ACCESS PANEL TO FIT CONTINUOUS SEAL SEALER, TIGHTLY ON FRAME AND FULL WIDTH OF MUDSILL JOINT SEALANT TAPE ALL SIDES AIR SEALING @ ATTIC HATCH AIR SEALING @ PRE-FAB FIREPLACE PLATFORM W PLUMBING CONTINUOUS BEAD OF EXPANDED FOAPIPING TOP PLATES SEALANT SEALANT n W TOP PLATES z 3 Q as Q -- EXPANDED FOAM NT EXPANDED PROVIDE BLOCKI G AlS UD `L v A Q v SEALAFOAM CAVITY ALL SID SCALEI/4" = 1 � SEALANT CONTINUOUS TUB UNIT PLUMBING BEAD OF THIN-PROFILE WALL P�F,OE PIPINGELECTRICAL SEALANT SHEATHING WIRE CONTINUOUS WALL STUDS BEAD OF r x SEALANT D 0 Tvol WALL STUDS WI DOW RIME R yJ� 77006 �V\ OD ME OR op'��FESStONP�� SEMB DWG. NAME: CONTINUOUS BEAD OF M E P SEALANT AIR SEALING @ TOP PLATE NOTES PLUMBING PENETRATION AIR SEALING @ PLATE DWG. NO.: ELECTRICAL PENETRATION AIRSEALINGMEP - 1 BEHIND TUB PAGE 8 OF 9 v N 00 MINIMUM 235#ARCHITECTURAL ROOF SHINGLES, to;1 COLOR TO BE SELECTED BY OWNER M 00 Wood Backer Strip lx or 1/2" Plywood 30#BLDG FELT M M Nailed in Place Before Exterior Sheathing 1/2"COX PLYWOOD SHEATHIN(31 Applied ROOF RAFTERS(SEE PLAN FOR TYPE,SIZE AND SPACING). MIN. 1" CLEAR SPACE FOR VENTING OF INSULATION 2 x 4 Wall Studs R-30 BATT INSULATION CEILING JOISTS(SEE PLAN FOR TYPE,SIZE AND SPACING) ' 1 1/4"X 20 GAGE STEEL STRAP @ EACH STUD. (4) 8d COMMON NAILS IN i Wall Insulation EACH END AS PER TABLE 3.36 OF WOOD FRAME CONSTRUCTION MANUAL DRYWALL CAULKED,GLUED a ALUMINUM GUTTERS AND LEADERS I OR GASKETED TO PLATE "e ; INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT SOFFIT VENTING WITH INSECT SCREEN EXTERIOR SHEATHING CAULKED, GLUED CLIMATE FENESTRATION SKYLIGHT b GLAZED CEILING WOOD MASS FLOOR BASEMENT c SLAB d CRAWL 2-2'W"TOP PLATT=-- OR GASKETED TO TOP PLATE ZONE U-FACTOR b U-FACTOR FENESTRATION R-VALUE FRAME WALL R-VALUE WALL R-VALUE SPACE c FIRESTOPPING(ALL WALLS FLOORS AND CEILINGS)AS PER CODE. 4't.';"''; SHGC b,e WALL R-VALUE i R-VALUE WALL < 1/2"GYPSUM BOARD I !(: R-VALUE R-VALUE TYVEK OR EQUAL VAPOR BARRIER �""� 1/2" EXTERIOR PLYWOOD SHEATHING---------------, CLADDING . 6 h 4 EXCEPT MARINE 0.35 0.55 0.40 49 20 OR 8 13 19 10/13 10SIDING,TYPE AND COLOR TO BE SELECTED BY OWNER --- I IN EXTERIOR SHEATHING ` 13+5 n - ,2 ft. 10/13 TAPED OR SEALED JOINTS 1" RIGID INSULATION R-5 FOR SI:1 FOOT=304.8 mm 2"x4" WALL STUDS @16" O.C. a. R-VALUES ARE MINIMUMS.U-FACTORS AND SHGC ARE MAXIMUMS.WHEN INSULATION IS INSTALLED IN A CAVITY WHICH IS LESS THAN THE LABEL OR DESIGN THICKNESS OF THE INSULATION,THE INSTALLED R-VALUE OF THE R-15 BATT INULATIO:AS INSULATION SHALL NOT BE LESS THAN THE R-VALUE SPECIFIED IN THE TABLE. b. THE FENESTRATION U-FACTOR COLUMN EXCLUDES SKYLIGHTS.THE SHGC COLUMN APPLIES TO ALL GLAZED FENESTRATION.EXCEPTION:SKYLIGHTS MAY BE EXCLUDED FROM GLAZED FENESTRATION SHGC REQUIREMENTS IN CLIMATE ZONE 1 THROUGH 3 WHERE THE SHGC FOR SUCH SKYLIGHTS DOES NOT EXCEED 0.30. EXTERIOR SHEATHING CAULKED GLUED OR C. "15/19"MEANS R-'15 CONTINUOUS INSULATION ON THE INTERIOR OR EXTERIOR OF THE HOME OR R-19 CAVITY INSULATION AT THE INTERIOR OF THE BASEMENT WALL."15/19"SHALL BE PERMITTED TO BE MET WITH R-13 2"X4"BASE PLATE GASKETED TO BOTTOM PLATE CAVITY INSULATION ON THE INTERIOR OF THE BASEMENT WALL PLUS R-5 CONTINUOUS INSULATION ON THE INTERIOR OR EXTERIOR OF THE HOME."10/13"MEANS R-10 CONTINUOUS INSULATION ON THE INTERIOR OR EXTERIOR OF THE HOME OR R-13 CAVITY INSULATION AT THE INTERIOR OF THE BASEMENT WALL. d. R-5 SHALL BE ADDED TO THE REQUIRED SLAB EDGE R-VALUES FOR HEATED SLABS.INSULATION DEPTH SHALL BE THE DEPTH OF THE FOOTING OR 2 FEET,WHICHEVER IS LESS IN CLIMATE ZONE 1 THROUGH 3 FOR HEATED 1 1/4"X 20 GAGE STEEL STRAP(4) 8d COMMON NAILS IN EACH ENER FINISHED FIL SLABS. TYPICAL FLOOR CONSTRUCTION: TABLE 3.3B OF WOOD FRAME CONSTRUCTIONAL n e. THERE ARE NO SHGC REQUIREMENTS IN THE MARINE ZONE. 3/4" T&G PLYWOOD FLOORING SCREWED AND GLUED TO � f. BASEMENT WALL INSULATION IS NOT REQUIRED IN WARM HUMID LOCATIONS AS DEFINED BY FIGURE R301.1 AND TABLE R301.1. z 9. OR INSULATION SUFFICIENT TO FILL THE FRAMING CAVITY,R-19 MINIMUM. BLOCKING JOISTS (SEE PLAN FOR TYPE, SIZE AND SPACING) 112" O h. THE FIRST VALUE IS CAVITY INSULATION,THE SECOND VALUE IS CONTINUOUS INSULATION,SO"13+5"MEANS R-13 CAVITY INSULATION PLUS R-5 CONTINUOUS INSULATION. CORNER BLOCKING DETAI L i. THE SECOND R-VALUE APPLIES WHEN MORE THAN HALF THE INSULATION IS ON THE INTERIOR OF THE MASS WALL. SHEETROCK WITH TAPE AND 3 COATS OF SPACKLE W O SIMPSON LTP4 @ 16" O.C. FROM RIM JOIST TO PLATE.TO x INSULATED WALL. DETAILS BE FASTENED AS PER SIMPSONS RECOMENDATIONS. I EXTERIOR SHEATHING CAULKED, 2 2"x4"TOP GLUED OR GASKETED TO TOP PLATE ; < I TAPED OR SEALANT OVER JOINT IN FIRESTOPPING (ALL WALLS FLOORS AND CEILINGS) I EXTERIOR SHEATHING AS PER CODE. 1 1/4"X 16 GAGE TRIPLE COATED ZINC STEEL STRAP LAPPED UNDER BOTTOM PLATE WITH 31/2" (4) 8d COMMON NAILS AT STUD AND (4) 8d COMMON NAILS AT RIM JOIST AND SILL FOR A I TAPED OR SEALED JOINTS IN TOTAL OF 8,AS PER TABLE 3.36 OF WOOD FRAME CONSTRUCTION MANUAL I EXTERIOR SHEATHING (ALL SCREWS IN CONTACT WITH ACQ WOOD TO BE HOT DIPPED GALVANIZED) STRAPS TO / BE WRAPPED UNDER WOOD SILL. z Chose Compliance Method d 2'W"BASE SLAT I EXTERIOR SHEATHING CAULKED, GLUED OR GASKETED SIMPSON LTP4Z @ 16" O.C. FROM RIM JOIST TO SILL.TO I TO BOTTOM PLATE Total UA Alternative See RESGHEGK Analysis (Attached) 2 x Material Hdr BE FASTENED AS PER SIMPSONS RECOMENDATIONS. I TYPICAL FLOOR CONSTRUCTION: (ALL SCREWS IN CONTACT WITH ACQ WOOD TO BE HO I 3/4" T&G PLYWOOD FLOORING SCREWED AND GLUED TO FLOOR JOISTS z DIPPED GALVANIZED) (SEE PLAN FOR TYPE, SIZE AND SPACING) R-30 BATT INSULATION U (2) 2"x6" .25 ACQ WOOD SILL PLATE (AND SILL SEALER)ANCHORED TO Q CONCRETE FOUNDATION WALL W/ 5/8" DIA. HOT DIPPED GALVANIZED ANCHO BOLTS WITH 3" SQUARE HOT DIPPED GALVANIZED WASHERS @ 23" O.C. MINIMUM Energy Conservation Notes 7" EMBEDMENT(NOT MORE THAN 12" EA.WAY FROM CORNERS). EXTERIOR SHEATHING CAULKED w x Air Barrier Criteria *NOTE: COPPER TERMITE GLUED OR GASKETED TO SILL PLATE V H 1. A continuous air barrier sholled be installed in the building envelope. ALL STRAPPING SHALL BEAR MIN. SHIELD SILL PLATE INSTALLED OVER Z � 2. The exterior thermal envelope contains a continuous air barrier. 12" ON STUD, RAFTER FACE, ETC. SILL GASKET w p 1 1/2" 3. Breaks or joints int he barrier shall be sealed. R-5 Rigid Foam Insulation TYPICAL FOR ALL LOCATIONS. Q W 4. The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any air gaps in tl•e air barrier shall be sealed. Mechanical System Notes NEW CONCRETE FOUNDATION WALL W/DAMPROOFING AND (2) U 1. At least one thermostat shall be provided for each se erate heating and cooling system. #5 REINFORCING RODS TOP AND BOTTOM. Z 5. Access openings, drepdown stairs or knee wall doors to unconditioned attic p p g g y 2 x Header Detail 4"THICK CONCRETE SLAB WITH 6"x6" #10/#10 W space shall be shall be sealed. 2. Ducts, air handlers and filter boxes shall be sealed. Joints and seams shall comply with either W.W.M.OVER 6 MIL. POLY VAPOR BARRIER ►� 6. The junction of the foindation and sill plate shall be sealed. International Mechanical Code or International Residential Code. Scale 3"=1' d t pressure 3. Ducts shall be pe testeo determine air leakage by one of the following methods 1/2" EXPANSION JOINT FILLE ►-� 7. The junction of the toga plate and the top ofexterior walls shall be sealed. V-4" x 8" DEEP CONCRETE FOOTING W/KEY I'•� C/) 8. Knee walls shall be sealed A. Rough-In Test WAY AND(3)#5 STEEL REINFORCING RODS. - - - - - - - " 9. The space between windows/door jams and framing and skylights and framing B. Post Construction Test UNDISTURBED SOIL �_ w 4. Building framing cavities shall not be used as ductsor plenums. shall be sealed. 9 9 p 10. Rim joistssholl include the air barrier. 5. Mechanical system piping copole of carrying fluids above 105° F or below 55° F shall be insulated w 11. The air barrier shall be installed at any exposed edge of insulation. to a minimum of R-3. 12. Exposed earth in unvented crawl spaces shall be covered with a Class 1 6. The building shall be provided with ventilation that meets the requirements of the International vapor retarder with overlapping joints taped. Residential Code or International Mechanical Code as applicable, or with other approved means TYPICAL WALL SECTION AND FLOW RETARDER DETAIL � � 13. Duct shafts, utility penetrations and flue shafts opening to exterior or of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that w unconditioned space shall be sealed. close when the ventilation system is not operating. SCALE: 3/4"=1'-0" 14. Air sealing shall be provided between the garage and conditioned spaces. The project plans have been designed in accordance with the 2020 New York State Energy Conservation Code (IECC) z O 15. Recessed light fixtures installed in the building thermal envelope shall be sealed to the drywall. a w a 16. The air barrier installed at exterior walls adjacent to showers and tubs shall Z W SAME FOR FLOOR ABOVE aI seperate them from the showers and tubs. U 17. The air barrier shall be installed behind electrical or communications boxes or Energy Code Requirement Table W Q air sealed boxes shall be used. Fenestration Q a 18. HVAC register boot's, that penetrate building thermal envelope shall be Manufacturer Type UA SHGC sealed to the subfocr or drywall. Window N/A N/A N/A N/A 19. When required to be sealed, concealed fire sprinklers shall only be sealed in a Door Jeld-Wen Sliding Glass 0.34 0.27 manner that is recommended by the morufacturer. Caulking or other adhesive CONTINUOUS BEAD OF sealants shall not be used to fill voids between fire sprinkler cover plates and Mechanical Systems SEALANT walls or ceilings. Air Conditioning None 20. The thermal air barrier shall be constructed to limit air leakage in accordance Heating Hot Water Baseboard CONTINUOUS BEAD OF with Sections 8402.4.1 through R402.4.6 SEALANT Equipment T e CONTINUOUS MINIMAL Type EXPANDING FOAM AT Insulation Air Conditioning None WINDOW PERIMETER Z 1. Air permeable insulation shall not be used as a sealing material. Heating Gas Fired Boiler WINDOW UNIT AS AIR O 2. The insulation in any dropped ceiling/soffit shall be aligned with the air barrier. BARRIER 3. Cavities within corners and headers of frame walls shall be insulated by Insulation TI/pe R-Value completely filling the cavity with a material having a thermal resistance of R-3 CONTINUOUS MINIMAL Walls Fiberglass Batts 15 EXPANDING FOAM AT WW per inch minimum. (Slee Detail) Rigid Foam 3 WINDOW PERIMETER 4. Exterior thermal envelope insulation for framed walls shall be installed in Ceilings Fiberglass Batts 30 substantial contact and continuous alignment with the air barrier. Floor/Foundation Rigid Foam 19/5 CONTINUOUS BEAD OF 3. Rim joists shall be insulated. 2 x 4 Posts SEALANT 6. Floor framing cavity insulation shall be installed to maintain permenont contact 2 x 4 Sill N with the underside of subfloor decking, or floor framing cavity insulation shall C) be permitted to be in contact with the top side of sheathing or continous WBUJ insulation installed on the underside of floor framing and extends from the CONTINUOUS BEAD OF bottom to the top of all perimeter floor framing members. ADHESIVE 7. Where provided instead of floor insulation, insulation shall be permanently CONTINUOUS BEAD OF z Q q Z SEALANT W C7 3 Q attached to the crawl:space walls. a w 8. Batts in narrow cavities shall be cut to fit or narrow cavities shall be filled by v Q Q I v insulation that on installation readily conforms to the available cavity space. 1/2" Rigid Foam Insulation SCALE: 9. Recessed light fixtures installed in the buiding thermal envelope shall be air 1 I-T = 1 1 tight and IC rated. ��, 10. Batt insulation shall be., cut neatly to fit around wiring and plumbing in exterior CONTINUOUS BEAD OF 0 ESEALANT walls, or insulation that on installation readily conforms to the available space CONTINUOUS SEAL SEALER, „ 1 shall extend behind piping and wiring. FULL WIDTH OF MUDSILL rr- 11. Exterior walls adjacent to showers and tubs shall be insulated. AIR SEALING GENERAL NOTE: FOUNDATION WALL As C-' � THESE DETAILS ARE SHOWN FOR TYPICAL AREAS SHOWN.CONTRACTOR TO HIRE A AIR BARRIER ' +�`� 77006 HERR'S RATER TO INSPECT ALL CONSTRUCTION PRIOR TO CLOSING UP ANY WALLS AND CEILING TO INSURE EVERYTHING HAS BEEN CAULKED AND SEALED CORRECTLY FOR THE BLOWER DOOR TEST. CONCRETE SLAB AS AIR A�P�FESS�ONP\' BARTER DWG. NAME: Corner Post Insulation Detail M E P Rigid Foam NOTES DWG. NO.: AIR SEALING @ MEP - 2 EXTERIOR WALL PAGE 9 OF 9 `�� (�;, � � � C , tL..1l ��: �, �`�'`� APR 2 2024 �.yi.� i� �..� �. . •.r f:��:. .�,.e� ,,CiL �. 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