Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
48931-Z
Of SO�ryo`o Town of Southold * * P.O. Box 1179 �0 53095 Main Rd �`vCOUFNV- Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 45731 Date: 11/03/2024 THIS CERTIFIES that the building SINGLE FAMILY DWELLING-NEW Location of Property: 6190 Great Peconic Bay Blvd Laurel, NY 11948 Sec/Block/Lot: 128.-2-5 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 02/06/2023 Pursuant to which Building Permit No. 48931 and dated: 02/17/2023 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 5 bedroom dwelling with unfinished basement, first and second floor covered porches and attached garage as applied for per ZBA #7550, dated 10/21/2021. The certificate is issued to: Mary Hoeltzel Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-22--510 7/31/2024 ELECTRICAL CERTIFICATE: 48931 08/14/2024 PLUMBERS CERTIFICATION: Kevin Rem e Plumbing& Heating Coi . 07/08/2024 u rize Signature ct*'* TOWN OF SOUTHOLD BUILDING DEPARTMENT x TOWN CLERK'S OFFICE SOUTHOLD, NY �ao�tt 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#: 48931 Date: 2/17/2023 Permission-is hereby granted to: Hoeltzel, Mary 213 Orchard Way Wayne, PA 19087 To: Demolish existing and construct new single family dwelling as applied for, per ZBA #7465, Trustees #10211 and SCHD approvals and with DEC no jurisdiction letter. *Pool house not part of this building permit. At premises located at: 6190 Great Peconic Bay Blvd, Laurel SCTM #473889 , Sec/Block/Lot# 128.-2-5 Pursuant to application dated 2/6/2023 and approved by the Building Inspector. To expire on 8/18/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $3,212.60 CO-NEW DWELLING $50.00 DEMOLITION $526.30 1 Total: $3,788.30 Building Inspector ho��pF SO(/T�,ol Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q � �o sean.devlin@town.southold.ny.us Southold,NY 11971-0959 ���COUNTY,N� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Mary Hoetzel Address:. 6190 Great Peconic Bay Blvd city,Laurel st: NY zip: 11948 Building Permit#: 48931 Section: 128 Block: 2 Lot: 5 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Platinum East Electric License No: - 34091 ME SITE DETAILS Office Use Only Residential X Indoor X Basement X . Service X Commerical Outdoor X 1 st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 93 Ceiling Fixtures 19 Bath Exhaust Fan 7 Service 3 ph Hot Water Gas GFCI Recpt 15 Wall Fixtures 10 Smoke Detectors 7 Main Panel 200x2 A/C Condenser 4 Single Recpt 4 Recessed Fixtures 95 CO Detectors Sub Panel 100A A/C Blower, 4 Range Recpt 50A Ceiling Fan $ Combo Smoke/CO 4 Transfer Switch UC Lights 12' Dryer Recpt G2S Emergency Strobe Heat Detectors 2 Disconnect 200A Switches $9 4'LED 4 Exit Fixtures Sump Pump Other Equipment: Fridge(3), Hood, Oven, Mini Fridge, DW, Micro, W/D(2), 200A Pane154 Circuit/. 29Used, 200A Panel (Generator Backed) 54 Circuit/29 Used, 100A Sub 30 / 16 Used Notes: * Smokes were LV done by different company Two Story w/ Unfinished Basement Inspector Signature: Date: August 14, 2024 S.Devlin-Cert Electrical Compliance Form ®y®S�9f Fair Town Hall Annex y ? Telephone(631)765-1802 54375 Main Road P.O.Box 1179 ca Southold,NY 11971-0959 ` BUILDING DEPARTMENT TOWN OF SOUTHOLD CERnFICATION Date: a Building Permit No. Owner.1 6Q (Please print) ll Plumber: �6 V f Gd(p, (Please print) I certify that the solder used in the water supply system contains les than 2/10 of 1%lead. (Plumbers Signature) Sworn to before me this_ day o O o� Notary Public, J��T f a�l'� County `gSATEp�'4, t Orlowski Notary public State of New York "*J:• *_`_ No.OlOR6280392 `�.n�uc .` Qualified in Suffolk County COMM11%toa Expires OS/13 �a0f SO(/T�O # # TOWN OF SOUTHOLD BUILDING DEPT. �yco 631-765-1802 INSPECTION [vj'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: 6 CV I 761 SATE T `�� 3 INSPECTOR of SOUtyolo # * TOWN OF SOUTHOLD BUILDING DEPT. �q3f �o • �� `ycouHr+,��`' 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 [n ] PRE C/O [ ]- RENTAL REMARKS: Ok— DATE INSPECTOR hO�*gf SOUryO� * * TOWN OF SOUTHOLD BUILDING DEPT. orou 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: {M l 9d (,gA l ve4uq � . 4e,& 40 Ant' S�V=A,p el 0 k Jw r,0&4�, q v A* aoA h- Kl 54-hcA4d � DATE - IF- INSPECTOR a'�,3 INSPECTOR OF SOUL # # TOWN OF SOUTHOLD BUILDING °`ycourm��' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [�] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE l '' L� ��� INSPECTOR SOUK°� TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECT ON [ ] FOUNDATION 1ST [ ROUGH PL13G. [ ] F NDATION 2ND [ ] INSULATIOWCAULKING [X4 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: 10#1 L . - � - r DATE INSPECTOR OP SOUTyO / �� ® 1� "S4 " j r�� * f TOWN OF SOUTHOLD BUILDING DEFT. Y 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: ark"a ® n � 44 DATE INSPECTOR OF SOUIyOIo H ����� # # TO 9P�OUTHOLD B ILDIQ D PT. / °co tm, 631-765-1802 INSPECTION .' [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ - ] FIRE RESISTANT CONSTRUCTION [ ] FIRE-RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O - ' [ ] RENTAL REMARKS: 2 cvo A 4isl DATE INSPECTOR OF SOGlyO� # # TOWN OF SOUTHOLD BUILDING DEPT. `ycaurm,��' 631-765-1802 3t INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ Vi'-'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: V15 01401- � O-wde 0,j��t,S CSVeaA e-00P e 1221 0weli2 J 00Y& UV,,,tUAA h J d. � n 2 e�Q,e.� �i�G o�2 �o ►�s ua.1�ce, ry �.�. DATE INSPECTOR hO��OP SOUly�lo # # TOWN -OF SOUTHOLD BUILDING DEPT. orou�+,� 631-765-1802 a INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATIION/CAULKING [ ] FRAMING/STRAPPING [ FINAL [ ] .FIREPLACE-& CHIMNEY [ ] ,FIRE SAFETY INSPECTION [ ] -FIRE RESISTANT CONSTRUCTION [ ] FIRERESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: f h L 4iv � • � � ' f_;Lot��wcls!��w 6) S G� Qrs_4�� clli� lv� (Op 69V M D u*-24-t n �a DATE 10 _W INSPECTORIM (Ifli, oF souryolo TOWN OF SOUTHOLD BUILDING DEPT. coum, 631-765-1802 INSPECTION .' [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ . ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ INAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT-PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O = [ ] RENTAL RE RKS: 0 vv 4� L DATE g I INSPECTOR = Load Short Form Job: 6190 Peconic Bay Blvd w rlghtsW Date: 7/14/23 Entire House By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com ® • ect Information For: 6190 Peconic Bay Blvd, Laurel, NY 11948 Design Information Htg Clg Infiltration Outside db (°F) 8 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD (°F) 64 9 Fireplaces 2(Tight) Daily range - M Inside humidity(%) 35 50 Moisture difference(gr/lb) 34 30 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 CIg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) AH1_1st Floor 1879 24148 22979 1180 1180 AH2_2nd FI Main 1661 21506 15191 800 800 AH3_2nd FI Accs 773 12383 8287 600 600 Entire House 4313 58038 46471 2580 2735 Other equip loads 11479 1614 Equip. @ 1.00 RSM 48085 Latent cooling 7036 TOTALS I 4313 I 69517 I 55121 r 2580 . 1 2735 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 'f11►1-IIgh11 soft- 2023-Jul-1712:50:39 nrsxar+la wo.e a.p.,e�vy Rig ht-Suite®U niv ersal 2022 22.0.05 RSU20822 Page 1 rightsoft HVAC16190 Peconic Bay Blvd_Laurel.rup Calc=MJ8 Front Door faces: N f Load Short Form Job: 6190 Peconic Bay Blvd wrightso� Date: 7/14/23 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: 6190 Peconic Bay Blvd, Laurel, NY 11948 Design Information Htg Clg Infiltration Outside db(OF) 8 84 Method Simplified Inside db(OF) 72 75 Construction quality Tight Design TD(OF) 64 9 Fireplaces 2 (Tight) Daily range - M Inside humidity (%) 35 50 Moisture difference(gr/lb) 34 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Weil-McClain Make Rheem Trade WEIL-MCLAIN Trade RHEEM Model ECO TEC 150 Cond RA1636AJlNA AHRI ref Hot Water Coil ATQ2-1718 Coil RH1T3617STANAA AHRI ref 7942207 Efficiency 95 AFUE Efficiency 13.0 EER, 16 SEER Heating input 150000 Btuh Sensible cooling 24780 Btuh Heating output 60949 Btuh Latent cooling 10620 Btuh Temperature rise 47 OF Total cooling 35400 Btuh Actual air flow 1180 cfm Actual air flow 1180 cfm Air flow factor 0.049 cfm/Btuh Air flow factor 0.051 cfm/Btuh Static pressure 0.80 in H2O Static pressure 0.80 in H2O Space thermostat Load sensible heat ratio 0.84 ROOM NAME Area Htg load CIg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Foyer/Sitting 414 6340 6353 310 326 Guest Bath 48 0 0 0 0 Guest Rm 232 2068 2285 101 117 Hall 197 3908 2753 191 141 Kitchen/Living Rm 870 10637 10414 520 535 Laundry Rm 91 1196 1174 58 60 Pwdr Rm 27 0 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. .id-Wf'Igl'i 12:50:39 Rig ht-Suite®Universa1202222.0.05 RSU20822 Page rightsoft HVAC16190 Peconic Bay Blvd_Laurel.rup Calc=MJ8 Front Door faces: N AH 1_1 st Floor 1879 24148 22979 1180 1180 Other equip loads 5017 705 Equip. @ 1.00 RSM 23685 Latent cooling 4637 TOTALS I 1879 I 29165 I 28322 I 1180 I 1180 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -t/1fN'ightso 2023-Jul-1712:50:39 Right-Suite®Universal202222.0.05 RSU20822 Page rightsoft HVAC16190 Peconic Bay Blvd_Laurel.rup Calc=MJ8 Front Door faces: N Load Short Form Job: 6190 Peconic Bay Blvd /� � Q Date: 7/14/23 AH2 2nd P Main By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: 6190 Peconic Bay Blvd, Laurel, NY 11948 Design Information Htg Clg Infiltration Outside db (OF) 8 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 64 9 Fireplaces 2 (Tight) Daily range - M Inside humidity(%) 35 50 Moisture difference(gr/lb) 34 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Weil-McClain Make Rheem Trade WEIL-MCLAIN Trade RHEEM Model ECOTEC 150 Cond RA1624AJlNA AHRI ref Hot Water Coil ATQ2-1515 Coil RH1T2417STANJAUSA AHRI ref 7940891 Efficiency 95 AFUE Efficiency 13.0 EER, 16 SEER Heating input 150000 Btuh Sensible cooling 16800 Btuh Heating output 42974 Btuh Latent cooling 7200 Btuh Temperature rise 49 OF Total cooling 24000 Btuh Actual air flow 800 cfm Actual air flow 800 cfm Air flow factor 0.037 cfm/Btuh Air flow factor 0.052 cfm/Btuh Static pressure 0.80 in H2O Static pressure 0.80 in H2O Space thermostat Load sensible heat ratio 0.84 ROOM NAME Area Htg load CIg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) Master Suite 798 10152 9456 378 490 2nd FI 862 11354 8994 422 466 AH2_2nd FI Main 1661 21506 15191 800 800 Other equip loads 3280 461 Equip. @ 1.00 RSM 15652 Latent cooling 3037 TOTALS I 1661 I 24786 I 18689 I 800 I 800 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrfghtsofto 2023-Jul-1712:50: Right-Suite®Universal 202222.0.05 RSU20822 Page 4 ..rightsoft HVAC\6190 Peconic Bay Blvd_Laurel.rup Calc=MJ8 Front Door faces: N g� . Load Short Form Job: 6190 Peconic Bay Blvd " 1� Date: 7/14/23 AH3 2nd FI Accs By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: 6190 Peconic Bay Blvd, Laurel, NY 11948 Design Information Htg cig Infiltration Outside db (OF) 8 84 Method Simplified Inside db(OF) 72 75 Construction quality Tight Design TD (OF) 64 9 Fireplaces 2(Tight) Daily range - M Inside humidity(%) 35 50 Moisture difference(gr/lb) 34 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Weil-McClain Make Rheem Trade WEIL-MCLAIN Trade RHEEM Model ECO TEC 150 Cond RA1618AJlNA AHRI ref Hot Water Coil ATQ2-1215 Coil RH1T2417STANJAUSA AHRI ref 7940565 Efficiency 95 AFUE Efficiency 13.0 EER, 16 SEER Heating input 150000 Btuh Sensible cooling 12600 Btuh Heating output 38403 Btuh Latent cooling 5400 Btuh Temperature rise 58 OF Total cooling 18000 Btuh Actual air flow 600 cfm Actual air flow 600 cfm Air flow factor 0.048 cfm/Btuh Air flow factor 0.072 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.77 ROOM NAME Area , Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Bath 3 57 0 0 0 0 Bedroom 3 253 5079 2697 246 195 Sitting Rm 463 7304 5590 354 405 AH3_2nd FI Accs 773 12383 8287 600 600 Other equip loads 3183 448 Equip. @ 1.00 RSM 8734 Latent cooling 2659 TOTALS I 773 I 15566 I 11393 I 600 I 600 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightso - 2023-Jul-1712:50:39 Right-Suite®Universal 2022 22.0.05 RSU20822 Page ...rightsoft HVAC16190 Peconic Bay Blvd_Laurel.rup Calc=MJ8 Front Door faces: N Load Short Form Job: 6190 Peconic Bay Blvd wrightso Date: 7114123 2nd FI By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: 6190 Peconic Bay Blvd, Laurel, NY 11948 Design Information Htg Clg Infiltration Outside db(OF) 8 84 Method Simplified Inside db(OF) 72 75 Construction quality Tight Design TD(OF) 64 9 Fireplaces 2(Tight) Daily range - M Inside humidity(%) 35 50 Moisture difference(gr/lb) 34 30 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 (ft2) (Btuh) (Btuh) (cfm) (cfm) 2nd FI Hall 220 2258 1184 84 61 Bath 1 52 0 0 0 0 Bath 2 53 0 0 0 0 Bedroom 1 220 3973 3131 148 162 Bedroom 2 219 2547 2315 95 120 OTB 98 2577 2365 96 122 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. rig{ ho 2023-Jul-1712:50:39 a..r Rig ht-Suite®Universal202222.0.05 RSU20822 Page ...rightsoft HVAC16190 Peconic Bay Blvd_Laurel.rup Calc=MJ8 Front Door faces: N 2nd FI 862 11354 8994 422 466 Other equip loads 0 0 Equip. @ 1.00 RSM 8994 Latent cooling 1075 TOTALS I 862 I 11354 I 10069 i 422 i 466 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. YNtiigtlQ 5-16— 2023-Jul-1712:50:39 Right-Suite®Universal 2022 22.0.05 RSU20822 Page 7 ...rightsoft HVAM6190 Peconic Bay Blvd_Laurel.rup Calc=MJB Front Door faces: N rig h Load Short Form Job: 6190 Peconic Bay Blvd Date: 7114/23 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: 6190 Peconic Bay Blvd, Laurel, NY 11948 Design Information Htg Clg Infiltration Outside db(OF) 8 84 Method Simplified Inside db(OF) 72 75 Construction quality Tight Design TD(OF) 64 9 Fireplaces 2(Tight) Daily range - M Inside humidity(%) 35 50 Moisture difference(gr/lb) 34 30 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 (ft2) (Btuh) (Btuh) (cfm) (cfm) Master Bath 226 2865 2254 107 117 Master Bedroom 573 7287 7202 271 373 Master Suite 798 10152 9456 378 490 Other equip loads 0 0 Equip. @ 1.00 RSM 9456 Latent cooling 1019 TOTALS I 798 I 10152 I 10475 I 378 I 490 Calculations approved by ACCA to meet all requirements of Manual J.8th Ed. rflflrIghtsaf* 2023-Jul-17 12:50:39 nuoxe*a+w.w».w.+w.,p,ce..r.yr Right-Suite®Universal 202222.0.05 RSU20822 Page ...rightsoft HVAC16190 Peconic Bay Blvd_Laurel.rup Calc=MJ8 Front Door faces: N N Basement 4x4 14x 12 Bx4 6x 12 12x 12 10x4 10x4 1 16x16 4z4 10x4 Basement Bx4 L Job#: 6190 Peconic Bay Blvd Home Energy Solutions Inc. Scale: 1 : 157 Performed by Katelyn Maieski for: Page 1 187 East Main Street Right-Suite@ Universal 2022 6190 Fe Bay Blvd Huntington,NY 11743 Laurel,,N NY Y 11948 9 22.0.05 RSU20822 Phone:631-673-0664 2023-Jul-17 12:51:25 gdlamay3@gmail.com ...6190 Peconic Bay Blvd_Laurel.rup N 1st Floor 134 ch s :, �59 cfm. �60 Cm k �' 'Guest Bath . z "laundry,Rm ` Guest Rm'�'�' V S: -7180 cfm Garage HaII cfm; .�191 chn =KlWhenl6rvm6 u ,> � �163 efm � � a Pwdr Rm s " �134 cfm ,•.s .�> � •,r .. -'" ti� 5 1 k�n Foyerl S6 i 34 cA0 r134chn"�®' z a. 163 cfm Job#: 6190 Peconic Bay Blvd Home Energy Solutions Inc. Scale: 1 : 157 Performed by Katelyn Maieski for: Page 2 187 East Main Street Right-Suite®Universal 2022 6190 Peconic Bay Blvd Huntington,NY 11743 22.0.05 RSU20822 Laurel,NY 11948 Phone:631-673-0664 2023-Jul-17 12:51:25 gdlamay3@gmail.com ...6190 Peconic Bay Blvd_Laurel.rup N 2nd Floor ?W a s Bedeoom2 s �a k'KS �ki2 16 12 b P q a� , �' a 2tl2 Ctlri.y '4 <7, ttrorm a x 12 ` a 'I, f � IRVx S �sri�gf�m �--"x �* r IQ a x2 �2nd Fir Hatl" 480run t2 8 a398a J z r€ , {a+^ w ' r 's � fF Job#: 6190 Peconic Bay Blvd Home Energy Solutions Inc. Scale: 1 : 157 Performed by Katelyn Maleski for: Page 3 187 East Main Street Right-Suite@ Universal 2022 6190 Peconic Bay Blvd Huntington,NY 11743 g 22.0.05 RSU20822 Laurel,NY 11948 Phone:631-673-0664 2023-Jul-17 12:51:25 gdlamay3@gmail.com ...6190 Peconic Bay Blvd_Laurel.rup Manual S Compliance Report Job: 6190 Peconic Bay Blvd �`IIgh o Date: 7114123 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: 6190 Peconic Bay Blvd, Laurel, NY 11948 -Cooling Equipment Design Conditions Outdoor design DB: 84.0°F Sensible gain: 23685 Btuh Entering coil DB: 75.6°F Outdoor design WB: 71.2°F Latent gain: 4637 Btuh Entering coil WB: 63.2°F Indoor design DB: 75.0°F Total gain: 28322 Btuh Indoor RH: 50% Estimated airflow: 1180 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RA1636AJ1NA+RH1T3617STANAA Actual airflow: 1180 cfm Sensible capacity: 24780 Btuh 105% of load Latent capacity: 10620 Btuh 229%of load Total capacity: 35400 Btuh 125% of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 8.0°F Heat loss: 29165 Btuh Entering coil DB: 68.0°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas boiler Manufacturer: Weil-McClain Model: ECO TEC 150 Actual airflow: 1180 cfm Output capacity: 60949 Btuh 209% of load Meets all requirements of ACCA Manual S. wrig fsoft- 2023-Jul-17 12:50:39 Right-Suite®Universal 2022 22.0.05 RSU20822 Page ...rightsoft HVAC\6190 Peconic Bay Blvd_Laurel.rup Calc=MJ8 Front Door faces: N Manual S Compliance Report Job: 6190 Peconic Bay Blvd ` + '�li ightso Date: 7/14123 AH2 2nd Fl Main By: Katelyn Maieski - Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: 6190 Peconic Bay Blvd, Laurel, NY 11948 Cooling Equipment Design Conditions Outdoor design DB: 84.0°F Sensible gain: 15652 Btuh Entering coil DB: 75.6°F Outdoor design WB: 71.2°F Latent gain: 3037 Btuh Entering coil WB: 63.2°F Indoor design DB: 75.0°F Total gain: 18689 Btuh Indoor RH: 50% Estimated airflow: 800 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RA1624AJ1NA+RH1T2417STANJAUSA Actual airflow: 800 cfm Sensible capacity: 21987 Btuh 140%of load Latent capacity: 3154 Btuh 104%of load Total capacity: 25141 Btuh 135%of load SHR: 87% Heating Equipment Design Conditions Outdoor design DB: 8.0°F Heat loss: 24786 Btuh Entering coil DB: 68.0°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas boiler Manufacturer: Weil-McClain Model: ECO TEC 150 Actual airflow: 800 cfm Output capacity: 42974 Btuh 173%of load Meets all requirements of ACCA Manual S. rnrr.lighiitsoft- 2023-Jul-1712:50:39 eM.aA•+ *�+ .n+ •7 Right-Suite®Universal 2022 22.0.05 RSU20822 Page 2 ...rightsoft HVAC16190 Peconic Bay Blvd_Laurel.rup Calc=MJ8 Front Door faces: N Manual S Compliance Report Job: 6190 Peconic Bay Blvd V>Idlr�lglll' t�►ft� Date: 7114123 AH3 Znd F1 AccS By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: 6190 Peconic Bay Blvd, Laurel, NY 11948 Cooling Equipment Design Conditions Outdoor design DB: 84.0°F Sensible gain: 8734 Btuh Entering coil DB: 75.7°F Outdoor design WB: 71.2°F Latent gain: 2659 Btuh Entering coil WB: 63.4°F Indoor design DB: 75.0°F Total gain: 11393 Btuh Indoor RH: 50% Estimated airflow: 600 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RA1618AJ1NA+RH1T2417STANJAUSA Actual airflow: 600 cfm Sensible capacity: 15262 Btuh 175%of load Latent capacity: 3057 Btuh 1151/o of load Total capacity: 18319 Btuh 161%of load SHR: 83% Heating Equipment Design Conditions Outdoor design DB: 8.0°F Heat loss: 15566 Btuh Entering coil DB: 66.9°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas boiler Manufacturer: Weil-McClain Model: ECO TEC 150 Actual airflow: 600 cfm Output capacity: 38403 Btuh 247%of load Meets all requirements of ACCA Manual S. ,ItAKilghts01t" 2023-Jul-17 12:50:39 +r rr�.+ate, Right-Suite®Universal 2022 22.0.05 RSU20822 Page ...rightsoft HVAC16190 Peconic Bay Blvd_Laurel.rup Calc=MJ8 Front Door faces: N Duct System Summary Job: 6190 Peconic Bay Blvd Date: 7114/23 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: 6190 Peconic Bay Blvd, Laurel, NY 11948 Heating Cooling External static pressure 0.80 in H2O 0.80 in H2O Pressure losses 0.36 in H2O 0.36 in H2O Available static pressure 0.44 in H2O 0.44 in H2O Supply/return available pressure 0.367/0.073 in H2O 0.367/0.073 in H2O Lowest friction rate 0.106 in/100ft 0.106 in/100ft Actual air flow 1180 cfm 1180 cfm Total effective length (TEL) 414 ft -----Su-pply Branch Detail Table 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/Sitting c 3176 155 163 0.129 6.6 4x 10 ShMt 44.7 240.0 st17 Foyer/Sitting-A c 3176 155 163 0.241 5.9 4x 8 ShMt 37.0 115.0 st18 Guest Rm c 1143 51 59 0.211 4.1 4x 4 ShMt 18.7 155.0 st17 Guest Rm-A c 1143 51 59 0.198 4.2 4x 4 ShMt 30.3 155.0 st17 Hall h 3908 191 141 0.275 6.0 4x 8 ShMt 18.3 115.0 Kitchen/Living Rm c 2604 130 134 0.112 6.3 12x 4 ShMt 53.0 275.0 st17A Kitchen/Living Rm-A c 2604 130 134 0.146 6.0 4x 8 ShMt 71.0 180.0 st17A Kitchen/Living Rm-B c 2604 130 134 0.11.5 6.3 4x 10 ShMt 59.7 260.0 stl7 Kitchen/Living Rm-C c 2604 130 134 0.106 6.4 4x 10 ShMt 85.0 260.0 st17A Laundry Rm c 1174 58 60 0.853 3.1 4x 4 ShMt 8.0 35.0 st18 Supply Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk st17 Peak AVF 776 815 0.106 815 12.6 12 x 12 ShtMetl st3 st17A Peak AVF 390 401 0.106 602 9.7 12 x 8 ShtMetl st17 st3 Peak AVF 989 1039 0.106 890 13.8 12 x 14 ShtMetl st18 Peak AVF 213 223 0.241 804 6.6 4 x 10 ShtMetl st3 wrightsoft" 2023-Jul-17 12:50:39 Right-Suite®Universal2022 22.0.05 RSU20822 Pagel ...rightsoft HVAC16190 Peconic Bay Blvd_Laurel.rup Calc=MJ8 Front Door faces: N Return Branch Detail Table 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) Mat[ Trunk rb1 Ox 0 1180 1180 68.7 0.106 664 14.5 16x 16 ShMt wrightso 2023-Jul-17 12:50:39 . „ Right-Suite®Universal 2022 22.0.05 RSU20822 Page 2 AM ...rightsoft HVAC\6190 Peconic Bay Blvd_Laurel.rup Calc=MJ8 Front Door faces: N we,-ghtsoft. Duct System Summary Date: 7 140 Peconic Bay Blvd AH2 2nd FI Main By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: 6190 Peconic Bay Blvd, Laurel, NY 11948 Heating Cooling External static pressure 0.80 in H2O 0.80 in H2O Pressure losses 0.32 in H2O 0.32 in H2O Available static pressure 0.48 in H2O 0.48 in H2O Supply/return available pressure 0.298/0.182 in H2O 0.298/0.182 in H2O Lowest friction rate 0.082 in/100ft 0.082 in/100ft Actual air flow 800 cfm 800 cfm Total effective length (TEL) 583 ft SupplyDetail Table 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 2nd FI Hall h 2258 84 61 0.111 6.0 Ox 0 MtFx 28.1 240.0 st9A Bedroom 1 c 1565 74 81 0.108 6.0 Ox 0 MtFx 26.9 250.0 st9 Bedroom 1-A c 1565 74 81 0.113 6.0 Ox 0 MtFx 34.8 230.0 st9 Bedroom 2 c 1157 47 60 0.117 5.0 Ox 0 MtFx 25.0 230.0 st9 Bedroom 2-A c 1157 47 60 0.112 5.0 Ox 0 MtFx 26.0 240.0 st9A Master Bath c 2254 107 117 0.092 7.0 Ox 0 MtFx 30.3 295.0 st11 Master Bedroom c 3601 136 186 0.082 9.0 Ox 0 MtFx 37.0 325.0 st14 Master Bedroom-A c 3601 136 186 0.095 8.0 Ox 0 MtFx 22.3 290.0 st14 OTB c 2365 96 122 0.117 7.0 Ox 0 MtFx 35.2 220.0 St9 SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk st11 Peak AVF 107 117 0.092 350 6.3 12 x 4 ShtMetl st10 st12 Peak AVF 271 373 0.082 559 9.9 12 x 8 ShtMetl st10 St9 Peak AVF 422 466 0.108 698 10.2 12 x 8 ShtMetl st2 st9A Peak AVF 131 121 0.111 394 6.3 12 x 4 ShtMetl St9 st2 Peak AVF 800 955 0.082 819 14.1 12 x 14 ShtMetl St10 Peak AVF 378 490 0.082 587 11.0 12 x 10 ShtMetl st2 st14 Peak AVF 271 373 0.082 475 12.0 0 x 0 MetlFlx st12 wrig tsofte 2023-Jul-1712:50:39 Rig ht-Suite®Universal202222.0.05RSU20822 Page ...rightsoft HVAC\6190 Peconic Bay Blvd_Laurel.rup Calc=MJB Front Door faces: N 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 rb2 Ox 0 472 609 220.7 0.082 609 11.9 12x 12 ShMt rt1 rb4 Ox 0 328 346 209.5 0.087 519 9.5 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 800 955 0.082 637 14.1 12 x 18 ShtMetl wright soft- 2023-Jul-1712:50:39 Right-Suite®Universal 2022 22.0.05 RSU20822 Page ...rightsoft HVAC\6190 Peconic Bay Blvd_Laurel.rup Calc=MJ8 Front Door faces: N f��.s A Duct System Summary Job: 6190 Peconic Bay Blvd rig W►�ur Date: 7114123 AH3 2nd FI Accs By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: 6190 Peconic Bay Blvd, Laurel, NY 11948 Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O . Pressure losses 0.33 in H2O 0.33 in H2O Available static pressure 0.27 in H2O 0.27 in H2O Supply/return available pressure 0.207/0.063 in H2O 0.207/0.063 in H2O Lowest friction rate 0.092 in/100ft 0.092 in/100ft Actual air flow 600 cfm 600 cfm Total effective length (TEL) 294 ft SupplyDetail 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 Bedroom 3 h 5079 246 195 0.105 9.0 Ox 0 MtFx 17.4 180.0 st1 Sitting Rm c 2795 177 202 0.117 8.0 Ox O . MtFx 11.7 165.0 st6 Sitting Rm-A c 2795 177 202 0.092 9.0 Ox 0 MtFx 25.0 200.0 st6 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 600 600 0.092 720 11.6 12 x 10 ShtMetl st6 Peak AVF 354 405 0.092 607 10.5 12 x 8 MetlFlx st1 TableReturn Branch Detail Grille - Htg C[g TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FIR (fpm) (in) (in) Opening (in) Matl Trunk rb3 Ox 0 600 600 69.0 0.092 600 11.6 12x 12 ShMt w ight5oft» 2023-Jul-1712:50:39 Right-Suite®Universal 2022 22.0.05 RSU20822 Page 5 ...rightsoft HVAC\6190 Peconic Bay Blvd_Laurel.rup Cato=MJ8 Front Door faces: N 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 6190 Peconic Bay.Blvd,Laurel NY 11948 Test Date 6/25/2024 Building Permit#: 48931 Compliance Pathway Performance Test Completed by: Christopher Silvia RESNET Rater ID# 4150294 Home Energy Solutions NATE ID# 187 East Main Street ICC ID# Huntington,NY-11743 BPI# 631-673-0664 Building Envelope Tightness Volume Calculation : Check if- Floor . Area Volume Conditioned Basement Basement 1884 18840 ❑ Conditioned Crawl Space 15t 1882 16938 0 Sealed Attic 2nd 2446 23409 *The conditioned floor area of dwelling is calculated in 3rd accordance with ANSI Z765,except that conditioned floor Attic des areas where the ceiling height is less than 5 Total Volume 59187 ��7 CFM @50 pa 1191:4 Air clianges/hr@ pa 1.21 Code Compliance: Pass Duct Tightness: Post Construction Test-Tot Duct Leakage System-1: Within Condition Space Duct Location Conditioned Space --------------- ----------- Floor Area 1882 Leakage CFM @ 25pa N/A CFNV100 ftZ CFA N/A Code Compliance: Exempt System-2: Within Condition Space Duct Location Conditioned Space •----------------------- -- Floor Area 1668 Leakage CFM @ 25pa N/A CFW100 ftZ CFA N/A Code Compliance: Exempt System-3: Within Condition Space Duct Location Conditioned Space Floor Area 778 Leakage CFM @ 25pa N/A CFM/100 flz CFA N/A Code Compliance: Exempt All building envelope tightness has been v&ified.and conducted in accordance with RESNET/ICC 380 ASTM E779 or ASTM E1827,as required by 2018 IECC as amended by-the-2020 New York State Supplement, section R402.4.1.2. The building duct and plenum system has been verified as required-by the L2018 IECC;as amended by 2020 New York State Supplement,Section R403.3.4. Signature: Date: 6/25/2024 . -Christopher-Silvia;.-Home Energy Solutions � y O i eke .aen9@ ta1••>• $e`. 'n^ti A"" �.fo�wRat.....,�y!oo ®:sa:....n;m o°�o';°.wo sge�w"oOm r`a+x"y�'a^o o®'� ♦wmewe,�;:.;":':�Ls"°o',s rs }.; Dovelau ' Inc W I- eertifuacte of 31HOOffation �E�I��ffCCE Df: ;q Mary HoeftZel `- 6190 Peconic Bay Blvd :> s Laurel, NY 11948 This installation may entitle you to a discount on your Homeowners Insurance. Send this certificate to your insurance company, agent,or broker. !! Control Panel: Honeywell Vista 20P Fire Detection: Smoke detectors in every bedroom,combination smoke/carbon monoxide detectors in basement, 1 st floor bedroom hall,2"d floor bedroom hall,2"d floor loft bedroom. Heat , • detectors in garage (3) and kitchen Type of Central Station Communicator Cellular Communicator:Yes ®a •v<� 113 Communicator:Yes f`= 24-hour central station monitoring by: .3r Statewide Central Station 631 232-0900 v Maintained by: Dovetail Security Inc �✓�, 5 Glenn Way,Selden, NY 11784 631-561-5347 `a NYS Lie.#12000324968 Signed: Date:815124 . Phillip Giebfried, President a i e♦ }� s..o.►4� e o►e ye ®t 4R;'R a.,s ap9Q. 4' vAo,►®► omen ° C+�,,.4 'a '�e'V�.'es�d�t,.4 c.�'...c 4,?.; •�,+„n 10 Y�i� *..9` yA Building Envelope and Duct Tightness Report 20181ECC as amended by the 2020 New York State Supplement,sections R402.4.1.2 and R403.3.4 Address of Test 6190 Peconic Bay Blvd,Laurel NY 11948 Test Date 6/25/2024 Building Permit#: 48931 Compliance Pathway Performance Test Completed by: Christopher Silvia RESNET Rater ID# 4150294 Home Energy Solutions NATE ID# 187 East Main Street ICC ID# Huntington,NY-11743 BPI# 631-673-0664 Building Envelope Tightness Volume Calculation: Check if: Floor Area Volume Conditioned Basement Basement 1884 18840 ❑Conditioned Crawl Space 1n 1882 16938" ❑Sealed Attic- 2 2446 23409 *The conditioned floor area of dwelling is calculated in 3rd accordance with ANSI Z765,except that conditioned floor Attic area includes areas where the ceiling height is less than 5 Total Volume 59187 CFM @50 pa 1191.41 Air changes/hr@50 V1.21 © Code Compliance: Pass Duct Tightness: Post Construction Test-Total t eakage System-1: Within Condition Space Duct Location Conditioned Space '�iwi------------------- Floor Area 1882 Leakage CFM @ 25pa N/A CFM/100 ft2 CFA N/A Code Compliance: Exempt System-2: Within Condition Space Duct Location Conditioned Space - Floor Area 1668 Leakage CFM @ 25pa N/A CFM/100 ft2 CFA N/A Code Compliance: Exempt System-3: Within Condition Space Duct Location Conditioned Space ------------------ ------- Floor Area 778 Leakage CFM @ 25pa N/A CFM/100 ft2 CFA N/A Code Compliance:1 Exempt All building envelope tightness has`been ve.r'ified.and conducted in accordance with RESNET/ICC 380 ASTIVI E779 or ASTM E1827,as required by 2018 IECC as amended by-the,2020New York State Supplement, section R402.4.1.2. The building duct and plenum system has been verified as req-jRed.by.the,2018'IECG as amended by 2020 New York State Supplement,Section 11403.3.4. Signature: �. Date: 6/25/2024 Chrisiooifsi•-SilYia;0o'o*,Energy Solutions East • • 1977 Main Road, Laurel NY 11948 CERTIFICATE OF DATE OF INSTALL- 11/24/2023 PROJECT INFO: 6190 PECONIC BAY BLVD LAUREL, NY 11948 Location Insulation Type Inches R-Value ABOVE GRADE 2LB CLOSED 2 NOMINAL R-14 EXTERIOR CELL SPRAY WALLS/GARAGE FOAM PARTITION WALL GARAGE CEILING 5LB'OPEN CELL'-- &NOMINAL 9-30" 'SO RAY:FOAM; ROOF .51-6 OPEN CELL 8 NOMINAL R-30 ABOVE GRADE FIBERGLASS,-, 3.5 R-13- EXTERIOR BATT WALLS/GARAGE. PARTITION WALL BASEMENT 21-13 CLOSED 2 NOMINAL R-14 FOUNDATION CELL SPRAY WALLS FOAM CANTILEVER/' .5L-B OPEN CELL &NO NAL, R-30 OVERHANG SPRAY FOAM ", RIM JOISTS 2LB CLOSED 3 NOMINAL R-21 CELL SPRAY FOAM WINDOW AND CAN;FOAM LOW '.- PERIMETER;ALL DOOR FOAM . EXPANSION` WINDOWS AND° " SEALANT DOORS THERMAL/ DC315 EXPOSED SPRAY WA IGNITION INTUMESCENT FOAM ATTIC/ BARRIER PAINT BASEMENT DATE OF FIRE-BLOCK- 11/24/2023 Authorized Signature I Frank Fenoy Jr certify that project referenced above was insulated as estimate signed by home owner/ builder, and that the install was preformed in conformance to the applicable codes and or verified by architect and or HERS rater prior to install. i � . � / - ' ^ ' � Town ofSouthold Building Department � K4 S4�75 �iO �OB� ` P'[]. Box ll79 , Southold, NY 11971 Pernlit# ' 48931 ' Location: 6l9DPecmnio Bay Boulevard, Laurel, NY November 142023 D ear Inspector NancVKUeyerandtheTmxvnofSoutholdBVi|dingOeoartnneMt, Respectfully, | am requesting review and addition to the Job File the following documents to . help satisfy remarks made during Inspections. Please see the enclosed (5) color copies of the Roof Strapping serving the Residence and attached Garage and requested during the earlier Framing and Strapping Inspection, and (1) oo|orompVmfthenmvvinsta||ed /7\ neededMangers requested during the most recent Inspection and located in the 2nd Floor Sitting Room above the Garage. Thank You for reviewing and for Your time and work on this request. / ' Qanie| Zic SldbaJNH �ilde� HaUock Builders) 126 Point Street P'O' Box 3O3 . SbuthJannespmrt, NY 11970 \ nmobi|e#/917\ 334-4111 ' email address: info@ha|bockbui|dors.conn � Iqo FGUN1 - �A ol 41, r f s i a 'f +� �► war ` � I II Wqo r !' !'�� .. • 6w 1000, I 1 F � r � l IMP, 1 / •�,� t� 1.r ♦ ~\ .'� . w 7� '. f , 7 w .► sk , . j ►�'� ram► i _ ! �'. , L , ► Y . s� r s/ r•. a _ _ 4 A. e - yam. �1E GO .....apryRµ ..-.Amweer•++-.. eps� r ,' �•. 4jr Av 4Wr N 1� t- � y NFL VIP �. a • � I , # 9 pit / 71, r AW- TA . NMI I 'VIL ram!'' �' � �� � . • .�. � - �, ICA OWN -- - • I • irrL�'��► . �� FFot;t TOWN OF SOUTHOLD—BUILDING'DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 o of ao� Telephone(631) 765-1802(,.,,Fax (631) 765-9502 hops://www.southoldtownnygov Date Received APPLICATION FOR BUILDING PERMIT- C I_For Office Use Only 22 �UVU � VC PERMIT NO. 4#1✓/ Building Inspector: D, FEB 0 6 2023 Applications and forms must be filled out,in their.entirety Incomplete BUILDINGDEPT app.ncation's will not be accepted Wher&the Applicant i`s, not the owner,an '`e 'TOWNOFSOIlTFIM Qwner's Authorization fom(Page 2)shall be completed Date:1/18/23 OWNER(S)OF PROPERTI( Name:Mary Hoeltzel Agoglia SCTM#1000-128-02-05 Project Address:6190 "Peconic Bay Blvd. Laurel NY Ph one#:610-40.1-1177 Email:mary.hoeltzel@pigna.com Mailing Address:213.Orchard Way, Wanye PA 19087 CONTACT PERSON Name: Charles Thomas Mailing Address:PO Box 877 James ort NY 11947 Phone#: 516-702-3519 Email: cdthomas63@aol.com DESIGN PROFESSIONAL.'INFORMATION, Name: Charles Thomas Mailing Address PO Box 877, Jamesp q_NY_11947 Phone#:516-702-3519 Email:cdthomas63 aol.com. CONTRACTOR.INFORMATIONc Name:TBD Mailing Address: Phone#: Email: DESCRIP,TI,ON OF PROPOSED CONSTRUCTION �. } RNew Structure .❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: . ❑Other $ Will the lot be re-graded? ❑Yes.RNo Will excess fill be removed from premises? ❑Yes RNo 1 . M•PROPERTY INFORMATION: Existing use of _.p_._r.op_er..t_y_:S_i.�n .le.Fam...i.l Dwelling_ Intended use of prope rty:Sin le Famil Dwelli . n 9 _ Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? Dyes RNo IF YES, PROVIDE A COPY.- _v. ., � -„ a far �„ ..;' _,r z' ',.. " '�� _;, ,, —•° �, �_ 8''Check BOX After Reading °The owner/contractor/desigr professional�s responsible for all drainage apd storm water issues as provided by Chapter 236 of the Town Code ;APPLICATION IS„HEREBY.MADE to the<Bmlding Department for the�ssuanee of a Building Permit pursuant to the:Building°Zone' -. f. Ordinance of the,Town Southoltl;Suffolk,County New York and other applicable,Laws,Ordinances or Ragulations for the construction of b_uildmgs; ;` ''. additions,alterations or for removal or demolition as herein described The applicant,agrees to comply with all applicable laws ordinances,budding code, housing code and regulations and to admit authorized inspectors onpremises`'and in buildirig(s)'for necessary inspections:False statements made herein are ;`' punish561l as'a Class_A misdemeanor•,pursuant to Section 210:45-of the New York State Penal Law.'_ Application SubmittedLBy� rint n e): harles ho as IgAuthorized Agent ❑Owner Signature of Applicant Date: C 12 I 'Z3 AZ STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the � Z�z�� l Contractor, gent, orporate Officer, etc.) of said owner or owners, and is duly authorized to pe orm or have performed'the said work and to make and file this . application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this and r eY 1�(� '�� WYU day of ` , 20 N In ur ydplc o Notary Public State of New York County of Suffolk PROPERTY OWNER AUTHORIZATION REG#01 MU6090387 (Where the applicant is not the owner) Expires April 14,20�xl 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 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans ' TEL: (631) 765-1802 m Planning Board approval FAX: (631) 765-9502 Surve y ---,. Southoldtownny.gov PESTT�h1 r- ' �''F h Check �.f r Q'y -='2 U z_�7 Septic Form B Trustees N.Y.S.D.E.C. U, OCT 15 2019 C.O.Application Flood Permit Examined 20 p Single&Separate Pr �Y'•r q Truss Identification Form Storm-Water Assessment Form Contact: Approved I , 0 h I� . liqDisapproved a/c 1 v Phone 1(p O 7- Expiration 120 Buil g nspector 01,SAPPROVA LICATION FOR BUILDING PERMIT Date (' , 20_7_ INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other'regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws, Ordinances or Regulations,for the construction of buildings, additions,or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of appli ant or name,if a corporation) 0 fal 9),7 1 J kmeFOA, M q V (Mailing address of applicant) l i(4-7 State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises C ZF L- (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. �- 1. Location of land on which proposed work will be done: t Bbvp House Number Street Hamlet County Tax Map No. 1000 Section �Z� Block ©? Lot r9 Subdivision Filed Map No. Lot, 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy 5 Y—M -&ffL- CjIim, Ij b. Intended use'and occupancy ja-o1S9.2 / 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolitiongfne 1 Tither WorkIT - (Description) Estimated Cost Fee (To be paid on filing this application) 5. If dwe ' g, number of dwelling units Number of dwelling units on each floor If garage, mber of cars. 6. If business, comme 'al or mixed occupancy, specify nature and exten each type of use. 7. Dimensions of existing stru res, if any: Front Rear Depth Height mber of Stories Dimensions of same structure with a ra ' s or additions: Front Rear Depth Height Number of Stories \ Pry 8. Dimensions of entire new constr ion: Front Rear r � ' Height Number of Stories � ,g.,, 9 9. Size of lot: Front Rear Depth 10. Date of Purc se Name of Former Owner 11. Zon ruse district in which premises are situated Does proposed construction violate any zoning law, ordinance or regulation? YES NO / 13. Will lot be re-graded? YES NO VWill excess fill be removed from premises? YES NO 14. Names of Owner of premises ��r ."r2r�Address Phone No.fold A�1 7 7 Name of Architect a— >�5 Address Phone No Gil(y-702 ^ ?,sl Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO IF YES,D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale,,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES V NO *iIF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY 0 u i being duly sworn, deposes and says that(s)he is the applicant (Name of iridividuat signing contract)above named, (S)He is the 'W, (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 knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me th' day of '20-Lq X/ �)IAA& TRACEY L. DWYERNOTA Notary P is LIC,STATE OF NEW YORK Signature of Applicant 01 NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2AA. ♦i 10•- �.' 9fe y-�•" -•�rf!° ..IJ Ie1f 1191'• T( •If OyeP1 — .�0 94f '�.'�, �: ,.:,�Ilrylalfi16eP9/�ro�`':! ,`f4°qf i OPrP°I ,.- •s's='a^''V4V d°Ptl0 r^- "C'1q 01 RyPY° �-" °iV1V4 A 0� Ali y. °pi$f 96 yY �-:fiobh444 960°90 -e' 1 r � 4 ar 1 Y® � ••`•"°I Yy 6o EI � y���Q�;f�.•_.,°�� r .ro J J��,�•i�„uuy�` y.- J",y:S�"">..9-�GL.�, .✓''ws a A", .�� ��i•(.(_ \. r� II �,° ; 4 ;. ���,{ a `�i 41tr �� � � n d �� -a s '�n +`g.4 ".�g •. `1' �.5`.�.>1..T..7IE?s<. J>.^5..;`:p1..G.>��.:.5.>�l'>1K}e.4..2a.�,S�'.�.x.x:,.n rnz.'a"h'�.5'!'.a!iCw':t:2.Z:..nSL.y�.. '.�.l,:jA'.d'"^;;!!2>✓.�..�,.191.'..� Ts,"&�..`"�1.1'L'E`"l>'t�..5,1..:r"JL'&".'"�a`r4�'.,,"333.''4'''3.T�se1;•,a'�'�;`.'t'�'"�4�'TS'frlldl•'''s"SY"-. r-. a BOARD OF SOUTHOLD TOWN TRUSTEES v t v ' SOUTHOLD NEW YORK PERMIT NO. 10211 DATE: SEPTEMBER 14,2022 1 ISSUED TO: MARY HOELTZEL PROPERTY ADDRESS: 6190 GREAT PECONIC BAY BLVD.,LAUREL '_ SCTM# 1000-128-2-5 -J AUTHORIZATION Pursuant to the provisions of ChapterP°jNp 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on September 14, 2022, and in consideration of application fee in the sum of$250.00 paid by Mary Hoeltzel and subject to the Terms 9�`> and Conditions as stated in the Resolution the Southold Town Board of Trustees authorizes and permits the following. Wetland Permit to demolish existing 28'x59.6' dwelling to first floor deck and demolish existing : ._- a 20'x20.2' detached garage; construct a proposed 321x104.2' (2,278sq.ft.) two-story dwelling with seaward side covered porch and attached garage consisting of the proposed dwelling to be 32'x63.4' proposed attached garage to be 22'x31'• the proposed dwelling will be using the same �P P g g � P P g g >- �`f foundation and first floor deck of existing dwelling with additions to the east and north; construct a proposed 10.6'x29' covered porch with a 10.61x29' second story balcony above; a �10 a, proposed 14:6'x26.4' patio on east side and partially covered by a second story bump-out; „ construct a 5 x8.6 covered front porch; and for the existing 7.10'xl2.41 shed landward of ,, dwelling to remain; and as depicted on the survey of Nathan Taft Corwin,III Land Surveyor, '�•��� L4 last dated August 11.,2022 and stamped approved on Se tember14,2022. e1;,ba IN WITNESS WHEREOF, the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of the day and year first above written. CIO CMG ;:J•.: ��1�= 0 Y�. °S0a4V a �j. � � g;•PPi��o° ?_ R 7 n k..t •.a - .,T�,+.r,,...>a.-... i"7r� r 7�' r rrr •: SiiSe .u�'rr.�'�ui .t..r.1.i .fi'r;i`}"ice%�;ir`,i"luuivi4iu':i�.u:�.u".'S.vr.rani."r.'r',r4.'� r.•�.r.utrisr:r,e'n7,rTi.r:r.r.�'iaiw"�mlir.rh�.v.iruvir'O u �� ) .� .R•"1"'a4d."`""'��\7ttix I"{•i�'"o`. °`�i"fi.n"�`���f.�/�.�4""`�`Its +Tarr" ."�s`5j'i5r�' �i t h i A� a e ,:egA 4 �$°f;,`-�-�-�----`—t,�''r°,YJ �-0°° ,�Ae °°°° •:oY_d ppgg°°e° � a,Ytl b,°� .ee:Je:.+b� •'•:,� R-0 ., a b ,e... :,ebd b°Ve6o;..' y � 'a:;eel4 4�Vee. ..,f 4d bNHaf .a JI 0 e ;�,,} ..1 a :3, �'�,. _ ::.1p0 �- •::::e, ,,,,n?� ?y..�- .di f,.. _-�' ..N.:We. ,° �'n. •::AA:±e•,e�t'"` :0:::s.�:.. ..�.v a... i•. 8g31 Glenn Goldsmith, President *®f S®Ur Town Hall Annex �® A. Nicholas Krupski,Vice}?resident 0 54375 Route 25® P.O. Box 1179 Eric SeperY62i . I( Southold, New York 11971 .Liz Gillooly C'm tw EI—ijiP e Telephone(631) 765 1892 a® Fax(631) 765-6641 Cou 2 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD 0CERTIFICATE OF COMPLIANCE #2192 C Date: October 31, 2024 THIS CERTIFIES that the demolition of the existing 28'x59.6'dwelling to first floor deck and demolition of existing 20'x20.2'detached garage; construction of a proposed 32'x104 2'(2 278sq ft)two-' story dwelling with seaward side covered porch and attached garage consisting of the dwellingto o be 32'x63.4', attached garage to be 22'x31':the dwelling uses the same foundation and first floor deck of existing dwelling with additions to the east and north; construction of a proposed 10.6'x29' covered porch with a 10.6'x29' second story balcony above; a 14 6'x26 4'patio on east side and partially covered by second story bump-out; construction of a 5'x8 6'covered front porch; and the existing 7 10'x12 4' shed landward of dwelling to remain, At 6190 Peconic Bay Boulevard, Laurel Suffolk County Tax Map#1000-128-2-5 Conforms to the application for a Trustees Permit heretofore filed in this office Dated April 12,2022 pursuant to which Trustees Wetland Permit#10211 Dated September 14,2022,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 demolition of the existing 28'x59.6' dwelling to first floor deck and demolition of existing 20'x20.2'detached garage-, construction of a proposed 32'x104.2'(2,278sq.ft.)two-story dwelling with seaward side covered porch and attached garage consisting of the dwelling to be 32'x63.4', attached pgarage to be 22'x31'• the dwelling uses the same foundation and first floor deck of existing dwelling with additions to the east and north; construction of a proposed 10.6'x29' covered porch with a 10.6'x29' second story balcony above,• a 14 6'x26 4' patio on east side and partially covered by a second sto bump-out; construction of a 5'x8 6'covered front porch,• and the existing 7.10'x12.4'shed landward of dwelling to remain. The certificate is issued to MARY HOELTZEL owner of the aforesaid property. Authorized Signature . .NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region-1 SUNY @ Stony Brook,50 Circle Road,Stony Brook,NY 11790 -P:(631)444-03651 F:(631)444-0360 wv✓w.dec.ny.gov LETTER OF NO JURISDICTION TIDAL WETLANDS ACT January 6, 2023 Mary Hoeltzel 213 Orchard Way Wayne, PA 19087 Re: Application# 1-4738-00931/00005 Hoeltzel Property—6190 Peconic Bay Boulevard SCTM# 1000-128-2-5 Dear Applicant: Based on the information you submitted the Department of Environmental Conservation has determined that: The referenced•property; landward:of the functional bulkhead greater than 100 feet in length and was constructed before August 20, 1977 as shown on the Tidal Wetland Map 4706-536 and survey prepared.by Nathan.Taft Corwin Il.l, last revised 09/20/2022, is beyond Tidal Wetlands Act (Article 25)jurisdiction and no permit is required for work landward of this bulkhead. Be advised, no construction, sedimentation,.or disturbance of any kind-may take place seaward of the tidal wetlands jurisdictional=boundary, as indicated above, without:a permit. It is your responsibility to ensure that all precautions are taken to..prevent'any sedimentation or disturbance.within Article 25 jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the jurisdictional boundary and your project (i.e. a 15'wide construction area) or erecting a temporary fence, barrier, or hale bay berm. This letter shall remain valid unless site conditions change. Please note that this letter does not relieve you of the responsibility of obtaining any necessary. permits or approvals from other agencies,or local municipalities. Sincerely, Laura F.Star Permit Administrator cc: Linda Kowalski BMHP File j NtwYORK Department of Y oWfflRTvoRiurim Environmental' Conservation FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: October 22, 2019 TO: Chuck Thomas (Hoeltzel) PO Box 877 Jamesport,NY 11947 Please take notice that your application dated October 15, 2019: For permit to demolish and reconstruct an existing single-family dwelling at: Location of property: 6190 Great Peconic Bay Blvd, Laurel,NY County Tax Map No. 1000—Section 128 Block 2 Lot 5 Is returned herewith and disapproved on the following grounds: The proposed construction, on this non-conforming 27,046 square foot lot in the Residential R-40 District, is not permitted pursuant to Article XXIII Section 280-124, which states lots measuring 20,000-39,999 square feet in total size require a minimum side yard setback of 15 feet with a combined side yard setback of 35 feet. The construction has a minimum side yard setback of 4.4 feet and a combined side setback of 18.9 feet. Authorized Signature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file, Z.B.A. J FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: October 22, 2019 RENEWED: February 19, 2020 TO: Chuck Thomas (Hoeltzel) PO Box 877 Jamesport,NY 11947 Please take notice that your application dated October 15, 2019: For permit to demolish and reconstruct an existing single-family dwelling at: Location of property: 6190 Great Peconic Bay Blvd, Laurel,NY County Tax Map No. 1000—Section 128 Block 2 Lot 5 Is returned herewith and disapproved on the following grounds: The proposed construction, on this non-conforming 27,046 square foot lot in the Residential R-40 District, is not permitted pursuant to Article XXIII Section 280-124, which states lots measuring 20 000-39,999 square feet in total size require a minimum side yard setback of 15 feet with a combined side yard setback of 35 feet. The construction has a minimum side yard setback of 4.4 feet and a combined side setback of 18.9 feet. (L Authorized Signature Note to Applicant: Any change or deviation to the above referenced application may 1 require further review by the Southold Town Building Department. CC: file, Z.B.A. FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: October 22,2019 RENEWED: February 19,2020 RENEWED:April 12,2021 AMENDED: April 12,2021 TO: Chuck Thomas(Hoeltzel) PO Box 877 Jamesport,NY 11947 Please take notice that your application dated October 15,2019: For permit to demolish and reconstruct an existing single-family dwelling at: Location of property:_6190 Great Peconic Bay Blvd Laurel NY County Tax Map No. 1000—Section 128 Block 2 Lot 5 Is returned herewith and disapproved on the following grounds: The proposed construction on this non-conforming 27,046 square foot lot in the Residential R 40 District,is not permitted pursuant to Article XXIII Section 280-124 which states lots measuring 20,000-39,999 square feet in total size require a minimum side yard setback of 15 feet and a rear Yard setback of 50 feet. The construction has a minimum side yard setback of 5.5 feet and a rear yard setback of 46 feet 8%inches. This Notice of Dis proval has been amended to reflect the revised site plan last dated 3129121. Authorized Si e Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.S.A. FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: October 22,2019 RENEWED: February 19,2020 RENEWED: April 12,2021 AMENDED: April 12,2021 RENEWED: June 16,2021 TO: Chuck Thomas(Hoeltzel) PO Box 877 Jamesport,NY 11947 Please take notice that your application dated October 15,2019: For permit to demolish and reconstruct an existing single-family dwelling at: Location of property: 6190 Great Peconic Bay Blvd,Laurel,NY County Tax Map No. 1000—Section 128 Block 2 Lot 5 Is returned herewith and disapproved on the following grounds: The proposed construction,on this non-conforming 27,046 square foot lot in the Residential R-40 District, is not permitted pursuant to Article XXIII Section 280-124,which states lots measuring 20,000-39,999 square feet in total size require a minimum side yard setback of 15 feet and a rear yard setback of 50 feet. The construction has a minimum side yard setback of 5.5 feet and a rear yard setback of 46 feet 8%inches. This Notice of Disapproval has been amended to reflect the revised site plan last dated 3129121. h - Authorized Signatur Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. l BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson ' 0�S�UI 95 Main Road•P.O.Box 1179 �� yp 530 �� 1p Southold,NY 1 1 97 1-0959 Patricia Acampora Office Location: Eric Dantes Town Annex/First Floor, Robert Lehnert,Jr.' y0 54375 Main Road(at Youngs Avenue)' Nicholas Planamento Dly�,o Southold,NY 11971 RECEIVED httpa/southoldtownny.gov � � ZONING.BOARD.OF APPEALS ��j 2 6 .202 TOWN OF SOUTHOLD S th � . ... Tel.(637)'7654809•Fax(631)765-9064 old Town Cleric FINDINGS;DEILIBERATIQNS AND DETE],tmNATION MEETING OF OCTOBER 219 2021 ZBA FILE: #7550 NAME OF APPLICANT: Mary Hoeltzel PROPERTY EOCATION: 6490 Great Pecosiic Bay Blvd,-Laurel,NY. SCTM# 1000-128-216 .. 3EQItA.L?ETERM1NATION: The Zoning-Board.'of Appeals has visited the property under consideration•in this application and detees'that this review falls under the Type II category of the State's List of Actions, without further-steps under`SEQRA. . .• : :SIIFFt7�LK,COJNTY--ADMINISTRATIVE COD ; This application was re£Erred as regtiired:under the Su1lk' . CotintyA it o2 , Ad'theSffolk Coi ..Dpt y :t P u ipnisfratroeGo)eSecionsA•14-14 i dated.Ai ly.26,2021:stating that.this application is considered a waiter for local determination as there'appeairs to be no significant cop*:, !ride or inter-comxnhiily.impact. LWRP DE7`ERMINATION: This application was referred for review under Chapter 268,Waterfront Consistency review of the Towh of Southold Town Code and the Local Waterliont Revitalization Frogram'(LWRP) Policy Standards. The LWRP COOTdinater issued a recommendation dated•September 10,, 2021, Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records-available, it is recommended that the proposed action is CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP. PROPERTY FACTS/DESCRIPTION.` The subject property is a non-conforming 27,046 square foot parcel located its an 11-40-Zoning District. The parcel runs'70.00 feet of bulkhead frontage along Great Peconic Bay to the south, runs 70.00 feet along Peconic Bay-Boulevard to the north;runs 443.58 feet on the West side and 440.49 feet on the Past side. Tlie parcel is improved-•with an existing one-story single-family dwelling, an accessory garage, framed :shed and a wood bulkhead,,as shown on a survey prepared by Nathan Taft Corwin,III,L.L.S.., dated July 13,2021, stamped received by the Zoning,Board of.Appeals.on October 18,2021: BASIS OF APPLICATION: Request for Variances from Sections 280-124 and the Building Inspector's June 16, 2021 Notice of Disapproval based on an application for a permit to demolish and re-construct an existing single- family dwelling;at; 1-)located less than the code required minimum side yard•setback of 15 feet;2)located less than the code required rear yard setback of 50 feet;located at 6190 Great Peconic Bay Blvd,(Adj.to Great Peconic Bay) Laurel,NY SCTM No. 1000-128-2-5. RELIEF REQUESTED: The applicant requests variances to demolish the existing dwelling and re-construct a new dwelling with a non-conforming side yard setback of 5.5 feet where code requires a minimum side yard setback of 15 feet and a rear yard setback of 46 feet where code requires a minim side yard setback of 50 feet. Page 2,October 21,2021 #7550,Hoeltzel SCTM No. 1000-128-2-5 ADDITIONAL INFORMATION: The application is for a technical demolition as per Town Code.The applicant's agent testified that the applicant plans on saving the existing-foundation and part of the existing house. The applicant's representative submitted to the Board a prior comparable variance granted to a.neighboring property owner,No.726.1 for new construction located at 6130 Great Peconic Bay Blvd.for single side yard setback of 6 feet and a combined side yard setback of 19-.6 feet. Also, the Board requested that the survey be amended to correctly label t a proposed"at grade level patio",which was received on October 18,2021-and dated July 13,202.1: FINDINGS.OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing.on this application on October 7,.2021-at which time written and`oral evidence were presented. Based upon all'testimony,docuiinentation,-'pers6n@ inspection of the property and surrounding.neighborhood,and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 26�7-.b(33) b( )(1). Grant of the variances will not produce-an undesirable change in the character of the neighborhood or a detriment to nearby properties. The neighborhood consists of single-family homes on long narrow waterfront lots. The non-conforminig side yard setback and rearyard setbacks are existing. The neighborhood pre-exists zoning.-Homes with non-conforming side yard setbacks are characteristic.of this neighborhood. The non- confoixning rear yard:setback is for a'covered porch which consists ofnon-conditioubd space and matches the rear yard setback of the existing structure. 2._.T iw.n Law:g267-b.U.(b)(2). The:benefit sought by the ap�Iicant'caimot be achieved by some:mpthod;-feasible ding-- -for time,applica nt to p ursue;.:other:thaur an'.area variance. -.TW existing.-bouse..and•foundation have.iagn�confotiriing._,. .: setbacks and-reta Aft the footprint of thE:existuci ftiiind'ation and-pcii ions:of the exiistuag:ci r61 big ftsr pzopnsed ' .'.. . :-. . construction•would;}equirevariance.reliel . '- . ' . ' . . .:- -- ` : : -.: . .. - •. 3.•. Towu :Law_§267�b(3)(b)(3}. 'The variance' granted herein for the. non�confbrming -side-yar.4-setback.are matliemat ca7ly substantial; representing 64%'relief from the code. The variance granted for the.nn,-conforming rear yard setbaEk is not substantial:repre enting:6. %relief from.-the code' .49"ver;the non-conformizIg ariii•rearyard setbacks;are'Iegall'y a istingand 6' additional non=conformiTy is:prop¢sed. . 4. Town Law..§266.7-b1;3)(b)(4). No:evidence-has been submitted to -suggest that a variance`in this.residential community will have an adverse impact on the physical or environmental conditions in.the,neighborhood. The . applicant must comply with Chapter 236 of the Town's Storm Water Management Code,and is proposing to install an Alternative(I/A OWTS) Wastewater Treatment System 5. Town Law$267-b(3)(b)(5),. The difficulty has been self-created. The applicant purchased the parcel after-the Zoning Code was in effect and it is presumed that the applicant had actual or.constructive knowledge of the limitations on.the use of the parcel under the Zoning Code.in effect prior to or at.the time of purchase. 6. Town Law V67-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a new dwelling on an existing foundation while preserving and protecting the character of the neighborhood and the health,safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B,motion was offered by Member Dantes, seconded by Member Lehnert,and duly carried,to GRANT the variances as applied for, and shown on the Architectural Plans prepared by Charles M. Thomas, Architect dated June 30, 2021, labeled A 001-A 004, and survey prepared by Nathan Taft Corwin, III,L.L.S. dated July 13, 2021 stamped received by the Zoning Board of Appeals on October 18,2021. Page 3,October 21,2021 #7550,Hoeltzel SCTM No. 1000-128-2-5 SUBJECT TO THE FOLLOWING CONDITIONS 1. Should the entire existing house and foundation be demolished this variance shall be null and void 2. Prior to receiving a building permit,the owners)of the subject property cited herein must sign a statement acknowledging: a. That the applicant(s)have read this determinatioin and understand.the limits.of the variance relief granted herein; b. That the applicants are aware that the Zoning Board of-Appeals retains jurisdiction until the issuance of the'Certificate.of Occupancy and'has the right;-after i.publie.hearing,to modify, suspend-or revoke such approvals*or any term.or conditigri thereof.or to impose thereon one or more new conditions,pursuant to Article XXV, See'tion 280-141 of the Town Code, 3. The applicant shall install an Alternative (I/A OWTS) Wastewater. Treatment System as-approved by the Suffolk County Department of Health. This approval shall not be deemed effective until the required conditions have been met.At.the discretion of. the Board of Appeals,failure to comply with the above conditions may render this decision null and- void That the above conditions be written into the Building Inspector's CeMf;cote of Occupancy,when issued The.Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not irrcreas the:de ee o nonco.ormity, Aitydeviation from the survey, site Plan-andlor.archiieoturgl.drawings:cited-'in this-decision�will result in delays and/or a possible denial by the Building Department of a.buildingpermit, and may require a new application and public hearing before the Zoning Board of Appeals: Any deviation from.the variances)granted herein as shown on.the-architect-ural:drawings,site plan.andlor survey . cited above,-such as alterations,.extensions, or demolitions, are not authorized-under-this application when.involving nonconformities:under.the.zoning code." This action does:not authorize or.condone arty cure ent or future use.,setback or other feature'of the subject property that may violate the Zoning Code,"other.than such uses, setbacks and other features as are expressly addressed in this action. Pursuant to Chapter 280-146(B)of.the Code of the Town of Southold.any variance granted by the Board of Appeals shall become null and'void where a Certificate of Occupancy has not been procured,and/or a subdivision map has not been filed with the Suffolk County Clerk,within three(3)years from the date such variance was granted. The Board of Appeals may,upon written request prior to.the date of expiration, grant an extension not to exceed three(3)consecutive one(1)year terms. . Vote of the Board: .Ayes: Members Weisman(Chairperson); Dante;.and Planamento,Acampora and Lehnert. This Resolution was duly adopted (5-0). 4 Leslie Kane's Weisman,Chairperson Approved for filing/f0*/4r/2021 BOARD MEMBERS QF SO Ur Southold Town Hall Leslie Kanes Weisman,Chairperson 53095 Main Road•P.O. Box 1179 �® �® Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes Town Annex/First Floor, Robert Lehnert,Jr. ® iO� 54375 Main Road(at Youngs Avenue) Nicholas Planamento C®u 11,� Southold,NY 11971 http://southoldtownny.gov D [Ecl�D'VR ZONING BOARD OF APPEALS D TOWN OF SOUTHOLD August 23, 2022 Tel.(631)765-1809•Fax(631)765-9064 AUG 2 6 2022 BUILDING DEPT. Charles R. Cuddy TOWN OF SOUTHOLD Attorney at Law P.O. Box 1574 Riverhead,NY 11901 :. Re: Mary Hoeltzel, File#7456 6190 Great Peconic Bay Blvd, Cutchogue SCTM No. 1000-128-2-5 Dear Mr. Cuddy; We are in receipt of your correspondence dated August 22, 2022 informing our Board of the Southold Town Board of Trustees' decision relating to the issuance of a Wetland Permit for the above referenced property. In your letter,you explain that the Trustees require that the proposed single family dwelling be setback an additional 40 feet from the rear yard property line. The subject property requires a minimum rear yard setback of 50 feet. As a result the setback from the rear yard property line fronting the Great Peconic Bay will be 82 feet, well exceeding the minimum setback, and the minimum side yard setback will be 6 feet instead of originally granted of 5.5 feet setback as depicted on a revised survey prepared by Nathan Taft Corwin, L.S., last revised August 11, 2022. Since the property owner no longer requires rear yard setback relief for the proposed two-story house and garage, and the side yard setback has become less non-conforming than the original relief granted, your client may apply to the Building Department to request a Building Permit. Please do not hesitate to contact our office with any questions or concerns. Sinc e , Leslie Kanes Weis an Chairperson cc: Michael Verity, Building Department CHARLES R.CUDDY ATTORNEY AT LAW 445 GRI FFI NG AVENUE RIVERHEAD,NEW YORK Mailing AJdress: TEL: (631)369-8200 P.O. Box 1547 FAX: (631)369-9080 Riverhead,NY 11901 E-mail: ellarleseuddy@optonline.net August 22, 2022 Leslie Kanes Weisman, Chairperson of AUG 2 2 2022 Zoning Board of Appeals Southold Town PO Box 1179 Zoning Board of Appeals Southold,NY 11971 Re: Mary Hoeltzel-6190 Great Peconic Bay Blvd. Laurel, NY-Appeal#7550 SCTM#1000-128-2-5 Dear Ms. Weisman: By its Determination of October 21,2021,a copy of which is enclosed,the Zoning Board of Appeals approved the area variance application of Mary Hoeltzel for a house location with a minimum side yard setback of 5.5 feet and rear yard setback of 46 ft. The Town Trustees have required the house to be setback an additional40 feet.We have enclosed six(6)prints of the survey showing the 40 foot setback. The side yard setback has been increased from 5.5 ft. to 6 ft. while the rear yard setback is now in excess of the Code requirement. We bring this to the Board's attention in accordance with the Determination of October 21, 2021 and request the applicant be permitted to proceed without further review. Very truly yours, ojvemL if I�t-. Charles R. Cuddy CRC:ik Enclosures SURVEY OF PROPERTY SIT UA TE LAUREL TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000- 128-02-05 SCALE 1 "=30' AUGUST 10, 2015 AUGUST 23, 2019 ADD PROPOSED ADDITIONS DECEMBER 2, 2020 REVISED PROPOSED ADDITIONS JUNE 16, 2021 REVISED PROPOSED ADDITIONS JULY 13, 2021 ADD PROPOSED REAR SETBACK JANUARY EBRUARY, 2021 ADD PROPOSED SEPTIC 1, 2022 ADD PROPOSED WATER LINERECEII�ED J JULY 11, 2022 ADD ADJACENT HOUSE LOCATIONS AUGUST 11, 2022 RELOCATED PROPOSED HOUSE AUG 2 2 2022, y• �,°��/ •� TEST HOLE DATA zoning Hoard of 0 / ,yh� DUG BY NATHAN T. CORWIN ill, L.S. ON 1112012021 �PPeais ' / o� .7' AREA = 27,046 sq. ft. •, OO. . pJ N 94,, TOPSOIL NOTES: 0.621 aC. • • lj2 s G fY -0.5, 1. DEED REFERENCES ARE TO DEED LIBER 12558 PAGE 289. 2. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM .• goy BROWN SILTY SAND SM EXISTING ELEVATIONS ARE SHOWN THUS:x= •'c` V �0 :' o 3. MINIMUM I/A OWTS SYSTEM CAPACITIES FOR 5 BEDROOM HOUSE IS 550 GPD. o CP. �' 2.5' FUJI CLEAN CEN-7 TREATMENT SYSTEM RATED FOR 700 GPD. �J ,••!..•••• p MINIMUM LEACHING SYSTEM FOR 5 BEDROOM HOUSE IS 400 sq ft SIDEWALL AREA. e�� ��`� aG`` •• COARSE SANDFlNTO 4 LEACHING GALLEYS; 8.5' LONG, 4.75' WIDE, 4' DEEP •. 4.' 0 SW 01b 9 �� : a;. O. r EL 2 e HIGHEST EXPECTED GROUND WATER 4. MINIMUM SEPTIC TANK CAPACITY FOR SEASONAL POOL HOUSE IS 1,000 GALLONS. ------- -- 11.9' 1' ABOVE AVERAGE HIGH WATER MARK 1 TANK; 8' LONG, 4'-3" WIDE, 6'-7" DEEP HIGH WATER ELEVATION 1.8' x 13.6' EL 1.1' MINIMUM LEACHING SYSTEM FOR SEASONAL POOL HOUSE IS OBSERVED GROUND WATER 1 LEACHING POOL; 8' DIA. X 4' DEEP /� .• ' / F p)`� (( G� '4 WATER IN 5. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD 03�,-.0 PALE BROWN FINE TO OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. COARSE SAND SW 0 74. 6. ALL HOUSES WITHIN 150' ARE CONNECTED TO PUBLIC WATER. 7 � 7. THE HOUSE IS CURRENTLY CONNECTED TO PUBLIC WATER. FUJI CLEAN CEN-7 TREATMENT SYSTEM 2T (NOT TO SCALE) 14 LEGEND: 2 :4 L--J PROPOSED FUTURE SOX EXPANSION LEACHING GALLEY eJ, ` 7 �O PROPOSED 8.5' X 4.75' X 4' DEEP LEACHING GALLEY Los 9 N Ooo PROPOSED FUJI CLEAN CEN-7 �,, � •d.,'' � TREATMENT SYSTEM OJ •., 2 O� PROPOSED PROPOSED SOX FUTURE EXPANSION POOL PROVIDE COVERS: .....tes..:. ALL THERMOPLASTIC COVERS MUST BE SET •(L \6� \0'.•.•..,.:•. AT FINISHED RADE AND T BE LOCKING, PROPOSED SEPTIC SYSTEM DETAIL `:: W. �... ® PROPOSED 8' DIA, 4' DEEP LEACHING POOL WATERTIGHT. INSECT-PROOF AND BE APPROVED FOR SE(9AGE USE. (NOT TO SCALE) ® PROPOSED 1.000 GALLON SEPTIC TANK HOUSE IF A RISER COVER WEIGHS LESS THAN 60 LBS A H SAFETY LID OF DEVICE SHALL BE PROVIDED. FINISHED GRADE FINISH GRADE ELEV. 17.0' ELEV. 15.0' ELEV. 15.0' _e(V� L' \ •.' o 18• 18• 24• PRECAST REINFORCED CONCRETE COVER CIFIWOUT MANHOLE MANHOLE MANHOLE BURIED 1' DEEP min. 2' DEEP max. x do \ Olt DRAINAGE SYSTEM CALCULATIONS: t>' d\oORPO�' a NEW MAIN HOUSE ROOF AREA: 2.600 sq. ft. MIN. 4" DIA. TOP EL 13.7' MIN. P 0 2, AI sq. ft, X OF R 442 60 s APPROVED PIPE \5 o� 442 cu. ft. / 42.2 = 10.5 vertical ft. of 8' dia. leaching pool required t. INV. EL. APPROVED PIPE min. CH 1 8 1 LEACHING T 3' CLEAN . 14.0' PITCHED 1/4•/1' GALLEY GALLEY ? SAND pJE :: g P I/A OWATS TANK I COLLAR (° 50'- t0' o g PROVIDE: (2) 8 dia. X 6' high STORM DRAIN POOLS INVERT FUJI CLEAN CEN-7 INVERT INV. EL 12.7 . '•: ELEV. 13.0' jREATMENT SYSTEM ELEV.12 9 •4. (\tom 4.75' 4' 4.75' .•... ::?;.::.. �c\y NEW POOL HOUSE ROOF AREA: 324 sq. ft. I -� z w .. 'G. f \�dF 324 sq. ft. X 0.17 = 56 cu. ft. ---- -- •.`•'• ``•"'• p.\ 56 cu. ft. / 42.2 = 1.3 vertical ft. of 8 dia. leaching pool required �- . ' --- IZN HIGHEST EXPECTED GROUND WATER .. . 2 ram` 7 �\N�` (O -------------------- ------------------- ------------------ - -- �}\i�` BOT. EL 7.9' BOT. EL 9.0' OBSERVED GROUND WATER f a FUJI CLEAN CEN-7 LEACHING GALLEYS (4) ELEV. 1.1' � 3�,o ti �•$ EXISTING LOT COVERAGE OVER TOWN TREATMENT SYSTEM 1. MINIMUM LEACHING SYSTEM FOR 5 BEDROOM HOUSE 5 400 sq ft SIDEWALL AREA. (n .� DEFINED BUILDABLE LAND (27,046 sq. ft.) y 5 BEDROOM HOUSE, SINGLE FAMILY DWELLING GALLEYS; 4' DEEP, (8.5'x 4.75') NG - 550 GALLONS PER DAY -c• G USE: (1) FUJI CLEAN CEN-7 TREATMENT SYSTEM - 700 GALLONS PER DAY 2. LEACHING GALLEYS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL) LP DESCRIPTION AREA X LOT COVERAGE LEACHING STRUCTURES, SOLID DOMES AND/OR SLABS. y.\ 1n 3. 0ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL). \ 4 a� O O-2, / HOUSE do PORCH 1,710 ft. 6.3% 4. A 10' in. DISTANCE BETWEEN LEACHING GALLEYS AND WATER LINE SHALL BE MAINTAINED. �� -0 �i sq. 5. AN 8' min. DISTANCE BETWEEN ALL LEACHING GALLEYS AND SEPTIC TANK SHALL BE MAINTAINED. S G p 0 �Gn ��y / GARAGE 400 sq. ft. 1.5X a N C) / O °•: SHED 96 sq. ft. 0.4X \ £ • / TOTAL 2,206 sq. ft. 8.2X I/A OWTS SYSTEM - (NOTES) �o t4 �y� 6 � \ o \ 1. MINIMUM I/A OWTS SYSTEM CAPACITIES FOR 5 BEDROOM HOUSE IS 550 GPD. \ • • 4 /, USE FUJI CLEAN CEN-7 TREATMENT SYSTEM RATED FOR 700 GPD. ]�Z 0 N• 11 2. A 1 OFT MIN. DISTANCE BETWEEN I/A SYSTEM AND HOUSE SHALL BE MAINTAINED f 1 4400�N\ •' / 3. ALL JOINTS SHALL BE SEALED SO TANK IS WATER TIGHT. xx O Go ye • . N( �( �/ Ab PROPOSED LOT COVERAGE OVER TOWN 4. INSTALLER MUST HOLD A CURRENT LIQUID WASTE LICENSE PURSUANT TO CHAPTER 563 ---i �Rio O oR 2 S�NOVS DEFINED BUILDABLE LAND (27,046 sq. ft.) ARTICLE VII WITH ENDORSEMENT J, 5. I/A SYSTEM MUST BE REGISTERED WiTH THE SUFFOLK COUNTY BOARD OF HEALTH IN jo ACCORDANCE TO ARTICLE 19. 6. OWNER' SHALL E)CECUTED O&P C04TRACT WITH THE MAINTENANCE PROVIDER AS PER NCE ERpW,E DESCRIPTION AREA X LOT COVERAGE ARTICLE 19. 1 �\p•Xf� �� r�" 51�\ •,,�.i•s';:`• 1.\'E• R�� / 7. VENT I/A WITH A MIN 2" DLA PIPE TO THE EXTERIOR SIDE OF RESIDENCE AND TERMINATE 18 �;d`� • 11� J`x HOUSE do PORCHES 2,938 sq. ft. 10.8X INCHES ABOVE GRADE WITH A CARBON FILTERED DEVICE LOCATED 3 FT FROM ANY WINDOW �TpC,Npo+it`'W� 1 .�' 01rSO OR DOOR. B. ELECTRICAL CONTROLS SHALL BE MOUNTED ON THE SIDE OF THE RESIDENCE IN VIEW OF THE � � ''r� •' • z / POOL HOUSE 324 sq. ft. 1.2X 4 -to11� � 6q -• HOLE 'c�: •o UA SYSTEM LOCATION. POOL 800 sq. ft. 3.0X 9. PANEL SHALL MEET NEMA) 4X SPECIFICATIONS. A. ?' TO G� 10.CONDUIT SHALL HAVE APPROPRIATE SEALS PREVENT GAS AND MOISTURE FROM \ }•.; / REACHING THE CONTROL PANEL \of % _ti,F1• � Pam" TOTAL 4,062 sq. ft. 15.OX 11.SYSTE M SHALL BE EQUIPPED WiTH A FUNCTIONING WARNING SYSTEM WHICH WILL ............. 1??i{!{ ;:;I" X. ACTIVATE AUDIBLE AND VISUAL ALARMS THAT CAN BE READILY SEEN AND HEARD BY r OCCUPANTS OF THE RESIDENCE SERVED. 12.AERATOR AND OPERATING COMPONENTS SHALL BE ACCESSIBLE AND SERVICEABLE FROM `' \m .....: ACCESS OPENINGS. O� x• : .�. A. Sci c� yM11`??`;( `ii:;Q``�����'"'.�•:::::::::::..: 'pp�"/mop AERATOR MOUNTING CASTING :`:': ` ':•. : ::: :::: i y �, 1 0 ELECT. CONDUIT .r: :::: i::: OIL OWTS WIRING PER MFGR. + ' :::;i::':: `.:'.:. Epp (�OR{ 05� 120V AC, 10, 60 HZ, 15-AMP POWER SUPPLY e•\ ::::'.:: :::; . ' c�`` FinElldg 'ekli v rorrl ent a'. tZBA #12-2 AWG WITH GND IN 1" PVC CONDUIT \ Z\� Z ,' ''I�"Xs'�'' ^c. ments FUJI CLEAN HARDWIRE 2. MAIN 0 N 7 CONTROL SERVICE e ca �`:1 \����'„ PANEL PANEL + ,.p o! ELECTRIC SERVICE i/ 000 AIR BLOWER CONECTION /�t �•,t^�����3-����, 8� NOTE: BURIED ELECTRICAL POWER CONDUITS r �L '0. Y SHALL BE MIN. 24" BELOW GRADE - GROUND ROD / \eg11 o��`J9 •� 1 '-sa� PREPARED IN ACCORDANCE WITH THE MINIMUM 1 STANDARDS FOR TiTLE SURVEYS AS ESTABLISHED 1L BY THE L.I.A.L.S. AND APPROVED AND ADOPTED ELECTRIC 0 N E LINE DIAGRAM FOR SUCH USE BY THE-NEW YORK STATE LAND TiTLE ASSOCIATION.-" (NOT TO SCALE)iW or 10 0f (O�Q•O (� 37 a"J J' i�W 0, 'may"f� N.Y.S. Lic. No. 50467 UNAUTHORIZED ALTERATION OR ADDITION TH 0 O �Y Nathan Taft Corwin III TO THIS SURVEY IS A VIOLATION OF `ti SECTION 7209 OF E NEW YORK STATE EDUCATION LAW. Land S u r v e:y O r COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans -- Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 Fax (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHT OF WAYS 1586 Main Road P.O. Box 16 AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jarnesport, New York 11947 BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD - - Town Hall Annex 54375 Main Road PO Box 1179 SoutholdfNew York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr _southoldtownny gov- seand(&,southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: ! Electrician's Name: Kc I ITP- License No.: Mt:- 3 Y09/ Elec, email: Elec. Phone No: &31- 6 S':9 request An email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (Ail information Required) Name: L°—Zc 1~ Address: (,,19 ® c coA�,i c 9ALI I�LV D LA Vt6_L_ Cross Street: Phone No.: 31 - S- Bldg.Permit M Y 43 911 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: I - Circle All That Apply: r�bt kLa Is job ready for inspection?: Q YES NO Rough In Final Do you need a Temp Certificate?: R1 YES 0 NO Issued On S ;/4-a; Temp Information: (Ail information required) 0t-rVt6 6\P Service Sizen Ph D3 Ph Size: O--b A # Meters�_ Old Meter# New Service[-]Fire Reconnect[]Flood ReconnectOService Reconnect nderground.DOverhead #Underground Laterals 1 M2 H Frame D Poie Work done on Service? Y ZN Additional Information: PAYMENT DUE WITH APPLICATION 21.-4'.13 � � 1o38�3 �o�oS�fFoc��o Gym BUILDING DEPARTMENT-Electrical Inspector rC*i, x TOWN OF SOUTHOLD oy • !� Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959 pit a0 Telephone (631)765-1802 Temporary Certificate # date 4 � ,2023 Customer Name 1-O ' 4 Z e Electrician Name (qAIV%uv-, tec L, Address ( JO tc. .4o(, hau✓Q.� Phone (Qa( .'765. Y e-mail (,.3 ( (g g a-mail 'th ytkm Phone License# , _q '1 Size 140 U A Phase_� Overhead Underground #of Meters V Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H I P Fire Reconnect Was work done on'Service? Y N Flood Reconnect Old Meter# YeM6\jp01 Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valolor 90 dams-from the date ab ve. Authorized by BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD Town Half Annex-54375 Main Road -PO Box 1179 SoutholdfNew York 11971-0959 Telephone(631)765-1802- FAX(631)765-9502 roaerrOlsoutholdtownnv cov-seand0southoldtownnv.4o_v APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ali Information Required) Date: 11 2 Company{Name: � - Electrician's Name: ) License No.: �- V-01! Elec.®mall: � 1OPM CAS �. 1i�. o� Elec. Phone No: &31 request An email copy of,CerOiic a of Compliance Elec.Address.: JOB SITE INFORMATION (Ali information Required) Name: MAC o a il 7 C Address: 1 b w(c A L 4 LA UIZLL Cross Street: Phone No.: Bldg.Permit#• y`>) 3 I email: �. Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDES TALE (Please Print Clearly): yea® S a j-+ NouSr 02 ST) S.ware Faota e: 1. Circle All That Appiy: Is job ready for Inspection?: Q YES NO E Rough In Final Do you need a Temp Certificate?: ' YES NO issued On Temp Information. (AII information required) Service SizeQ1 Ph❑3 Ph Size:------+A #Meters Old Meter# ❑New ServiceQFire Reconnect❑Flood Reconnect[]Service Reconnect r1underground❑0verhead #Underground Laterals 1 M2 F1 H Frameo Pole Work done on Service? Y 17N Additional'Information: PAYMENT DUE WITH APPLICATION rc-c_* 16 sLf 2q a BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex-54375 Main Road -PO Box 1179 U ` Southold!New York 11971-0959 Y r Telephone(631)765-1802- FAX (631)765-9502 aw rogerr0southoldtownnv cov-•seand southoldtownnv.aov. APPLICATION, FOR ELECTRICAL INSPECTION 'ELECTRICIAN INFORMATION (Ao Information Required) LV . Date: II Company Name: C Electridan's Name: License No.: MC- ypq( Elec,small: r� 111V� Elec. Phone No: 1- S-q request n email copy of Cert a of Compliance Elm Address.: JOB SITE INFORMATION (All information Required) Name: h AV o r Address: llo 5L LA iJ1 Cross Street: Phone No.: ' - 131dg.Permit# It ` � I A I email: j2 Uaz kihmca Tax Ma District: QtIO Section: Blodc: Lot: BRIEF DESCRIPTION OF WaRK, INCLUDES TALE (Pleas# Print Clearly): q SU 0 S a F+ Aousr v2 � S oars Footage—: Circle All That Apipiy. Is job ready for inspection?: YES Id0 Rough In ® Final Do you need a Temp Certificate?: YES NO Issued On Temp Information. (All information required) Service SizeQ1 Ph[73 Ph Size: A #Meters�Old Meter# '- New Serrvice0Fire Reconnect[]Flood Reconnect[]Service Reconnect rlUnderground[]Overhead #Underground Laterals 1 H Frame Pole Work done on Service? Y FIN Additional information: PAYMENT DUE WITH APPLiCATiON rcc� 16 s�Zq Address: PERMIT P Switches _ Outlets GFI's Surface Sconces H H's UC lts Fans Fridge HW Exhaust Oven WAD smokes DW Mini Micro Generator arbon , Cooktop Transfer -ombo AH Hood Service Amps Have aC Usec � -pedal: .omrnents D1/� Platinum East Electric Inc. Estimate- 1320 Kenneys rd Southold NY 11971 NamelAdd►�s ` Date �x Es#mate No JNH Builders 08/25/23 7391 PO BOX 302 South Jamesport NY.11970-0302 platinumeastl,@Yahoo,com 631-765-9424 Office 631-7554857 Fax '= y Description Quantity ;Cost Total; Hoeltzei residence- Plans by Platinum Revised 8-24-23-Walk through w/Jeff �i. "No wiring for pool or pool house at this tfAe Revised 8-25-23 -Added 2 Gas FPLl t (-/--LI House wiring -89 switches G �w ✓ CIF%� L� -93 Outlets-In wall -95 4" HALO HH c - 19 Surface mount r -10 Sconce. -4 OS sconce -8 Ceiling fan _ -8 Motion closet lights -1 Kitchen UC lighting -1 Laundry UC lighting -17 Keyless -4 4' LED wrap - -2 Chandelier -2 Kitchen-outlet circuit • >Total. t. Page 1 Platinum East Electric Inc. Estimate 1320 Kenneys rd Southold NY 11271 Name/Address ' ` Date Estimate Flo a JNH Builders 08/25/23 7391 PO BOX 302 South Jamesport NY 11970-0302 platinumeastl @yahoo.com 631-765-9424 OMce 631-766-6957 Fax escription D Qu Cost r . ....... a.,.._ arrtity : Tota -2 Kitchenette -2 Laundry As -2 Garage -7 Bath fan - 7 Bath GFI -7 OS GFI -2 floor outlet -30 Arc fault breakers - 1 Filing fee Equipment wiring - 1 Stove-50amp - 1 Hood-Motor in hood -1 Micro -3 Fridge - 1 DW - 1 Wine cooler -2 Garage door- No LV wiring - 1 Washer - 1 Dryer - 1 C Vac - 1 Door bell - 1 Ceptic -2 Gas Fireplace wiring Smoke and CO Totals Page 2 Platinum: East Electric Inc. Estimate 1320 Kenneys rd Southold NY 11971 Name/address Date _EstimatetiNo; f ; a_ JNH Builders 08/25/23 7391 PO BOX 302 South Jamesport NY 11970-0302 plagnumeastl@yahoo.com 631-765-9424 Office 631-769.6897 Fax Descnption Quantity Cost Total -7 Smoke -7 Combo - 1 Heat HVAC -4 AH -4 Condenser - 1 Boiler - 1 ERV Phone and Cable - By others 0.00 0.00 Dimmer allowenace 35 - Lutron DIVA Screwless plate package - None at this time 0.00 0.00 400amp service -320' Pale to house -1 Meter near pole or house - 1 Temp panel w/outlets Note- trenching by others -$6000-1200'2"Conduit and sleeve service If needed. Total . 1 Page 3 , , Platinum East Electric Inc. Estimate 1320 Kenneys rd Southold NV 11971 Name/Address ' - rDate s Estimate No JNH Builders 08/25/23 7391 PO BOX 302 South Jamesport NY 11970-0302 platinumeastl @yahoo.com 631-765-9424 Office 031-765-6857 Fax 'be w. ;Quantrty Cost Tatal`. Generator allownace - 1 22KW Generac- located next to house Pool and pool house - None at this time 0.00 0.00 Temp power from meter to house Page 4 CHARLES R.CUDDY ATTORNEY AT LAW 445 GRIFFING AVENUE RIVERHEAD,NEW YORK Flailing Address: TEL: (631)369-8200 P.O.Box 1547 February 18, 2020 FAX: (631)369-9080 Riverhead,NY 11901 E-mail: charlescuddy@optonline.net Town of Southold Building Department PO Box 1179 Southold,NY 11971 RE: 6190 Great Peconic Bay Blvd. Laurel,NY SCTM#1000-128-2-5 Dear SirnVladam: We note that the Notice of Disapproval (copy enclosed) for the above property has expired. Please reissue a Notice of Disapproval and forward it to my office so we may proceed with the Zoning Board of Appeals application. Thank you. Very truly yours, ee'4� Iq Charles R. Cuddy CRC:ik Enclosure F E B 1 9 2020 CHARLES R.CUDDY ATTORNEY AT LAW 445 GRI FFING AVENUE RIVERHEAD,NEW YORK Mailing Address: TEL: (631)369-8200 P.O.Box 1547 June 14, 2021 FAX: (631)369-9080 Riverhead,NY 11901 E-mail:charlescuddy@optonline.net Ms. Amanda Nunemaker, Building Permit Examiner Town of Southold Building Department PO Box 1179 Southold,NY 11971 RE: 61.90 'Great Peconic Bay Blvd. Laurel,NY-Notice of Disapproval SCTM#1000-128-2-5 Dear Ms. Nunemaker: We had to obtain additional surveys and note that the Notice of Disapproval (copy enclosed) for the above property has expired. We are now ready to file the application to the Zoning Board of Appeals and ask that you reissue a Notice of Disapproval and forward it to my office. Also, enclosed please find a check in the sum of$50.00. Thank you. Very truly yours, Charles R. Cuddy CRC:ik Enclosure Generated by REScheck-Web Software Compliance Certificate Project Hoeltzel Residence Energy Code: 2018 IECC Location: Laurel, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 4,072 ft2 Glazing Area 24% Climate Zone: 4 (5331 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 6190 Peconic Bay Blvd Mary Hoeltzel Charles Thomas Laurel, New York 11948 213 Orchard Way PO Box 877 Wayne, PA 19087 jamesport, NY 11947 610-401-1177 516-702-3519 mary.hoeltzel@cinga.com cdthomas63@aol.com compliance: Passes using UA trade-off Compliance: 3.9%Better Than Code Maximum UA: 709 Your UA: 681 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: Flat Ceiling or Scissor Truss 2,192 38.0 0.0 0.030 0.026 66 57 Wall: Wood Frame, 16" o.c. 4,375 21.0 0.1 0.057 0.060 188 198 Door: Solid Door(under 50%glazing) 42 0.350 0.320 15 13 Door 1: Glass Door(over 50%glazing)SHGC: 0.30 331 0.300 0.320 99 106 Window:Vinyl Frame 700 0.300 0.320 210 224 SHGC: 0.30 Basement Wall:-Solid Concrete or Masonry Wall height: 9.0' 1,880 0.0 11.0 0.055 0.059 103 111 Depth below grade: 8.0' Insulation depth: 9.0' - Project Title: Hoeltzel Residence Report date: 02/03/23 Data filename: Page i of10 1 , Compliance Statement: The proposed building design described here is consistent with he building plans,specifications, and.other calculations submitted with the permit application.The proposed building s een d si ned to meet the 2018 IECC requirements in REScheck Version : REScheck-W b and to comply with the mandatary r uire ents i din the REScheck Inspection Checklist. L Name-Title natur � -ate t 1 t¢ ,-tS r W NE Project Title: Hoeltzel Residence Report date: 02/03/23 Data filename: Page 2 of10 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. 5e'ttion Plans Verified Field�Verified # Pre-Inspection/Plan.Review Complies? Comments/Assum'ptions: &�Req.ID \/alue' w Value 103.1, ;Construction drawings and ❑Complies 103.2 !documentation demonstrate El Does Not [PRl]1 !energy code compliance for the ❑Not Observable building envelope.Thermal !envelope represented on ❑Not Applicable !construction documents. I ' 103.1, ,Construction drawings and .� � ❑Complies 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 403.7 1sized per ACCA Manual S based ! Btu/hr ! Btu/hr !❑Does Not ! [PR2]2 Ion loads calculated per ACCA !Coolin ! Aga° Manual J or other methods ! Btu/hrg ! Btu/hrg !❑Not Observable ! !approved by the code official. ONot Applicable ! Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Hoeltzel Residence Report date: 02/03/23 Data filename: Page 3 of10 Se ion PIan fied Fiel fed Foundaton Ins ection. Com les? Comm ents7Assumptions ' 'Value' Value & Req.ID 402.1.1 1 Conditioned basement wall R- R- ;❑Complies ;See the Envelope Assemblies [FO4]1 (insulation R-value.Where interior: ❑Does Not ;table for values. insulation is used,verification R- R- may need to occur during ;❑Not Observable ; Insulation Inspection. Not ;❑Not Applicable required in warm-humid locations in Climate Zone 3. 303.2 ;Conditioned basement wall i ❑Complies ; [FO5]1 l insulation installed per z ❑Does Not manufacturer's instructions. ❑Not Observable ❑Not Applicable 402.2.9 ;Conditioned basement wall ft ft ;❑Complies ;See the Envelope Assemblies [F06]1 +insulation depth of burial or ❑Does Not ;table for values. distance from top of wall. V ; ; ;❑Not Observable ❑Not Applicable 303.2.1 A protective covering is installed ❑Complies [FO1:1]2 to protect exposed exterior ❑Does Not insulation and extends a minimum of 6 in. below grade. i }❑Not Observable I❑Not Applicable 403.9 Snow-and ice-melting system ❑Complies [FO12]2 _ controls installed. x°f ❑Does Not lgJ []Not Observable i, ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 13 1 Low Impact(Tier 3) Project Title: Hoeltzel Residence Report date: 02/03/23 Data filename: Page 4 of10 SectionI" i FWdV6rI fiW ._ A# 'p Inspettidi omp ies ommeits/ ssW iTbtiofis., &Req ID' Val 4e , a ue 402.1.1, 1 Door U-factor. U- U_ ;E]Complies :See the Envelope Assemblies 402.3.4 i :E]Does Not table for values. [FR11 :E]Not Observable :E]Not Applicable 402.1.1 !Glazing U-factor(area-weighted U I , U- �,E]Complies ;See the Envelope Assemblies 402.3.1: laverage). 'E]Does Not table for values. 402.3.3, 402.5 I :.ElNot Observable I [FR2]1 ;E]Not Applicable 303.1.3 1 U-factors of fenestration products ElComplies [FR4]1 ;are determined in accordance E]Does Not !with the NFRC test procedure or ;taken from the default table. E]Not Observable '[]Not Applicable 402.4.1.1 !,Air barrier and thermal barrier ElComplies [FR23]1 installed per manufacturer's E]Does Not instructions. E]Not Observable Y E]Not Applicable 402.4.3 Fenestration that is not site built `DComplies [FR20]1 is listed and-labeled as meeting V E]Does Not 1AAMA/WMA/CSA 101/i.S.2/A440 i D E]Not Observable or has infiltration rates per NFRC 400 that do not exceed code f =m E]Not Applicable 0.- limits, 402.4.5 1IC-rated recessed lighting fixtures DComplies [171116]2. sealed at housing/interior finish E]Does Not land labeled to indicate :52.0 cfm y �--",'E]Not Observable leakage at 75 Pa. E]Not Applicable -1 403.3.1 !Supply and return ducts in attics 0complies [FR12]1 !insulated >= R-8 where duct is dElDoes Not >= 3 inches in diameter and >= []Not Observable R-6 where< 3 inches.Supply and !return ducts in other portions of F E]Not Applicable (the building insulated >= R-6 for !diameter>= 3 inches and R-4.2 ;for< 3 inches in diameter. a `F 403.3.2 ;Ducts, air handlers and filter p. ElComplies ,[FR13]1 !boxes are sealed with E]Does Not (joints/seams compliant with El Not Observab le International Mechanical Code or !International Residential Code, as ONot Applicable applicable. 46 Elcomplies 18.5 Building cavities are not used as IFRiV E]Does Not ducts or plenums. Not Observable E]Not Applicable 7 193.4, HVAC piping conveying fluids R- R- ;E]Complies ![FR17]2 above 105 QF or chilled fluids below 55 QF are insulated to ;!tR- PDoes Not � Not Observable 3. E];E]Not Applicable 403.4.1 Protection of insulation on HVAC ElComplies [FR24]1 piping. E]Does Not E]Not Observable & E]Not Applicable 463.5.3 Hot water pipes are insulated to R- R- ;,E]Complies --R-3. :E]Does Not []Not Observable UNot Applicable I I High Impact(Tier 1) 1,,2 1 Medium Impact(Tier 2) 3 1 Low impact(Tier 3) Project Title- Hoeltzel Residence Report date: 02/03/23 Data filename: Page 5 of 10 ion eld Va e �fieSe mi 'g/Rough M p Pla Compli es? Comme ntAssumptions &'Req ID. Value Value 403,,E Automatic or gravity dampers are ❑Complies [fR19]2 installed on all outdoor air ;• intakes and exhausts. .,, � ODoes Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low impact(Tier 3) Project Title: Hoeltzel Residence Report date: 02/03/23 Data filename: Page 6 of10 Section ," r Plans-VerifWd `' Field Verifies Insulationanspectidn Complies? v Comments%Assumptions &^Reg.ID. 3 Value Value 3,03,1 JAI] installed insulation is labeled ❑Complies [IN13]2 or the installed R-values ❑Does Not. provided. ?. ❑Not Observable t ❑Not Applicable 402.1.1, Wall insulation R-value. If this is a: R- ; R- ;❑Complies ;see the Envelope Assemblies 402.2.5, !mass wall with at least 1/2 of the ❑ Wood ❑ Wood ;❑Does Not ;table for values. 402.2.E wall insulation on the wall ;❑ Mass ❑ Mass ❑Not Observable [IN3]1 ;exterior,the exterior insulation 0 !requirement applies (FR10). i❑ Steel i❑ Steel i❑Not Applicable 303.2 ;Wall insulation is installed per ❑Complies [IN4]1 manufacturer's instructions. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Hoeltzel Residence Report date: 02/03/23 Data filename: Page 1 of10 . ` 402.1.1, jCeiling insulation R-value. R- ;E]Complies :See the Envelope Assemblies 402.2.1, Wood Wood PDoes Not table for values. 402.2.6 303.1.1.1, !Ceiling insulation installed per 303.2 manufacturer's instructions. E]Does Not yX [F1211 !Blown insulation marked eve ElComplies 402.2.3 Vented attics with air permeable [F122]2 insulation include baffle adjacent E]Does-Not to soffit and eave vents that Z""; EINot Observable extends over insulation. EINot Applicable 402.2.4 Attic access hatch and door R- 1 R- ;,E]Complies [F1311 "insulation �tR-value of the :E]Does Not !adjacent assembly. I :E]Not Observable ZINot Applicable :E]Not Observable CINot Applicable 403.3.3 Ducts are pressure tested to cfm/100 either: Rough-in test:Total leakage measured with a �.E]Not Observable :E]Not Applicable !pressure differential of 0.1 inch lw.g. across the system including Ithe manufacturer's air handier enclosure if installed at time of itest. 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 ;,E]Complies :E]Does Not :E]Not Observable handler @ 25 Pa. For rough-in !tests,verification may need to []Not Applicable I occur during Framing Inspection. 403.3.2.1 1 Air handier leakage designated ElComplies [F124]1 'by manufacturer at<=2%of []Does Not i design air flow. EINot Observable EINot Applicable 403.1.1 Programmable thermostats ElComplies ,19]2 installed for control of primary heating and cooling systems and EINot Observable initially set by manufacturer to EINot Applicable code specifications. 4011.2 Heat pump thermostat installed [FI10]2 on heat pumps. Does Not E Not Observable EINot Applicable -403.5.1 Circulating service hot water ElComplies [FII,1]2 systems have automatic or E]Does Not accessible manual controls. EINot Applicable 1 High Impact(Tier 1) 1�2 1 Medium Impact(Tier 2) Low Impact(Tier�3) Project Title: Hoeltze| Residence Report date: 02/03/23 Datafi|enanne: Page Qofl0 Section Plans Verified FieldVerified a,# Final;`Inspection Provisions Complied Comments/Assumptions;=` & Req.ID ° Value. = Value • 403.6.1, All mechanical ventilation system e' ❑Complies [F125]� �,,�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 [FI26]2 through one-or two-pipe heating r ❑Does Not systems have outdoor setback .control to lower boiler water } ❑Not Observable temperature based on outdoor e- ❑Not Applicable temperature. 403.5.1.1 Heated water circulation systems ❑Complies [FI28]2 have a circulation pump.The E []Does Not system return pipe is a dedicated return pipe or a cold water supply �d r �'❑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 ; joccupancy. 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 ;.„ 'k°❑Complies ; [FI29]2 ,comply with IEEE 515.1 or UL ❑Does Not 1515. Controls automatically ❑Not Observable adjust the energy input to the ; heat tracing to maintain the ?' ❑Not Applicable !desired water temperature in the j piping � 403.5.2 Demand recirculation water I ❑Complies [FI30]2 systems have controls that I y ❑Does Not manage operation of the pump and limit the temperature of the "'` [_-]Not Observable water entering the cold water C ❑Not Applicable jpiping to <= 1049F. �• 403.5.4 Drain water heat recovery units { r°❑Complies [FI31]2tested in accordance with CSA ❑Does Not 655.1. 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 ; [FI6]1 (fixtures have high efficacy lamps. �<❑Does Not ❑Not Observable 1 - ❑Not Applicable 40,4.1.1 Fuel gas lighting systems have ❑Complies [FI23]3 no continuous pilot light "` Iy ❑Does Not ❑Not Observable ` ❑Not Applicable 401.3 Compliance certificate posted, ad�_ r :'❑Complies t [FI?]2 ❑Does Not F ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Hoeltzel Residence Report date: 02/03/23 Data filename: Page 9 of10 Section ; Plans Verified, Field,Verified ` #. . Final"Inspection P"rovision5 Value Value ,Complies? Comments/Assumptions __ 303.3 Manufacturer manuals for ❑Complies [FI18]3 1 mechanical and water heating ❑Does Not systems have been provided. 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: Hoeltzel Residence Report date: 02/03/23 Data filename: Page 10 of10 �( 2018 IECC Energy , j Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 21.06 Below-Grade Wall 11.00 Floor 0.00 Ceiling / Roof 38.03 Ductwork (unconditioned spaces): Glass & D. . • Window 0.30 0.30 Door 0.30 0.30 CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments SURVEY OF PROPERTY SITUATE LAUREL TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK \ S.C. TAX No. 1000- 128-02-05 \ \ SCALE 1 "=30' \\ AUGUST 10,.• 2015 \ AUGUST 23, 2019 ADD PROPOSED ADDITIONS DECEMBER 2, 2020 REVISED PROPOSED ADDITIONS \ JUNE 16, 2021 REVISED PROPOSED ADDITIONS \ JULY 13, 2021 ADD PROPOSED REAR SETBACK 2021 ADD PROPOSED SEPTIC SYSTEM �JG�P JAFNEBRA RY�1. 2022 ADD PROPOSED WATER LINEJULY » y�0 , 2 2 ADD ADJACENT HOUSE LOCATIONS >� %. •'• • AUGUST110 022 RELOCATED PROPOSED HOUSE Z TEST HOLE DATA :Q -.• .yh� DUG BY NATHAN T. CORWIN 111, L.S. ON 11/20/2021 0' AREA = 27,046 sq. ft. .t� _ �y�, TOP SOIL NOTES: 0.621 ac. Y `K F 0.5' 1. DEED REFERENCES ARE TO DEED LIBER 12558 PAGE 289. BROWN SILTY SAND sr! 2. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM „ •� I EXISTING ELEVATIONS ARE SHOWN THUS:3'xal • e' v • '� 3. MINIMUM I/A OWTS SYSTEM CAPACITIES FOR 5 BEDROOM HOUSE IS 550 GPD. lz� + , ,% o / 2 5' MINIMUM LEACHING SYSTEM FOR SYSTEMFUJI CLEAN CEN-7 TREATMENT EDROOM HOUSE ISO400 sq ft SIDEWALL AREA. ,t, PALE BROWN FINE TO 4 LEACHING GALLEYS; 8.5' LONG, 4.75' WIDE, 4' DEEP COARSE SAND SW O ,'•� �6 � � O ------- HIGHEST EXPECTED GROUND WATER 4. MINIMUM SEPTIC TANK CAPACITY FOR SEASONAL POOL HOUSE IS 1,000 GALLONS. ' EL2. 8_ --11.9' 1' ABOVE AVERAGE RICH WATER MARK 4'-3' WIDE t G HIGH WATER ELEVATION 1.8' 1 TANK; 8' LONG, , 6'-7" DEEP •° `Y. 1.1' 73.6'OBSERVED GROUND WATER MINIMUM LEACHING SYSTEM FOR SEASONAL POOL HOUSE IS *w :• ,o�z, t LEACHING POOL; 8' DIA. X 4 DEEP n • r Cx� WATER IN 5. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD �[Y ,Diu o��' �.: mG y� PEE�DFINE WTO OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. . ' •• • n Ohm • 6. ALL HOUSES WITHIN 150' ARE CONNECTED TO PUBLIC WATER. y14 �.g 7. THE HOUSE IS CURRENTLY CONNECTED TO PUBLIC WATER. FUJI CLEAN CEN-7 TREATMENT SYSTEM 14 O a (NOT TO SCALE) LEGEND: L--J PROPOSED FUTURE SOX EXPANSION LEACHING GALLEY a % 14 0 PROPOSED 8.5' X 4.75' X 4' DEEP LEACHING GALLEY • 39 ' N Ooo PROPOSED FUJI CLEAN CEN-7 TREATMENT SYSTEM t3+ bP PROPOSED PROPOSED SOX FUTURE EXPANSION POOL O WP PROVIDE COVERS: ..:..:_A13 ::::: ALL THERMOPLASTIC COVERS MUST BE SET PROPOSED SEPTIC SYSTEM DETAIL +\ �65 :::: ATFINISHED GRADE AND MUST BE LOCKING, ® PROPOSED 8' DIA, 4' DEEP LEACHING POOL WATERTIGHT INSECT-PROOF, FLAT SKID PROOF �� AND BE APPROVED FOR SEWAGE USE. (NOT TO SCALE) , HOUSE IF A RISER COVER WEIGHS LESS THAN 60 LBS A H ® PROPOSED 1,000 GALLON SEPTIC TANK EL 17.0 SAFETY LID OF DEVICE SHALL BE PROVIDED. FINISHED GRADE FINISH GRADE • ELEV. 15.0' ELEV. 15.0' a L\-� b • f ClEANOUT 18' 18" 24' PRET.4ST Rl7NFaRCED CONCRETE COVER +',�P�"" MANHOLE MANHOLE MANHOLE BURIED 1' DEEP min. 2' DEEP max. -A A'�\ \ � Sti MIN. 4' DIA TOP EL 13.7 '-�' MIN• p1a 1 , DRtLTNACE SYSTEM CrTTT.ATroN.4 f NEW MAIN HOUSE ROOF AREA: 2 600 sq. ft. MIN, 8' �p e A . ,• y APPROVED PIPEPY +5 442 cu600 Qfttt/ 42.2� 1052vertical ft. of $' dla. s INV, EL APPROhD PIPE in. 8 1 I + SANp N 14.0' PITCHED 1/4'/1' I/A OWATS TANK GAUEY GALLEY I VL4JAK Sve� ': 50= 10' 0 0 \ `.:;� PROVIDE: (2) 8 dia. X B high STORM DRAIN POOLS leaching pool required INVERT FUJI CLEAN CEN-7 INVERT W. EL 12.7 \ ::: =,4•: �� I.UV. 13.0' TREATMENT SYSTEM ELEV.12a �y�+y NEW POOL HOUSE ROOF AREA: 324 sq. ft. .75' 4' -4.75'-� Z w '� '.:: •-p. �'::•{.•::: �• ' ;•, 1� 324 sq, ff. X 0.17 = 56 cu. ft. ,P 56 cu. ft. / 42.2 s 1.3 vertical ft. of 8' d1a. leaching pool required .......... T ro HIGHEST IXPE GROUND WATER . - .......... ......... PO PROVIDE 8 ' �- -- -___(_Z_ ----- ELEV. 2.8' ...... g' �0� (1) dta. X 4 high STORM DRAIN POOL -- ---- ----------- ------------- ' ':�::::C�:�:::'. ^ -' BOT. EL 9.0' yAP�l� BOT. EL 7.9' OBSERVED GROU WATER LEACHING GALLEYS (4) ELEV- 1.V FUJI CLEAN CEN-7 \ 8 EXISTING LOT COWERAGE OVER TOWN 3 TREATMENT SYSTEM I. MINIMUM LEACHING SYSTEM FOR 5 BEDROOM HOUSE IS AM sq ft SIDEWALL y 4 GALLEYS; 4' DEEP, (8.5'x 4.75') -� DEFINED BUILDABLE LAND (27,046 sq. ft.) 5 BEDROOM HOUSE, SINGLE FAMNY DWELLING 550 GALLONS PER DAY USE: (1) FUJI CLEAN CEN-7 TREATMENT SYSTEM - 700 GALLONS PER DAY 2 GALLEYS ARE GALL ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONC (OR EQUAU �� G LEACHING STRUCTURES, soup DOMES ANo/oR SLAM. : � o DESCRIPTION 3.ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL). \ Cy j .:°: o x AREA X LOT COVERAGE Z G � / HOUSE & PORCH 1.710 sq. ff. 8.3X C.t, LA �� GARAGE 4. A 10' min. DISTANCE BETWEEN LEACHING GALLEYS AND TER LINE SHALL BE NTAINED. 400 sq. }}. 1.5X 8. AN 8' min. DlSTANC£ BETWEEN ALL LEACHING GALLEY:.AND sEPnC TANK BE MAINTAINED. Ilk x o °' `Z• SHED `Y. G�f \ I p 96 sq. ff. 0.4X o ��y / TOTAL 2.206 .q. ft. a 2x A OWTS SYSTEM - (NOTES) �0� �� \� a 1. MINIMUM I/A OWTS SYSTEM CAPACITIES FOR 5 BEDROOM HOUSE IS 550 GPD. '�,�i'x O +1 § USE FWI CLEAN CEN-7 TREATMENT SYSTEM RATED FOR 700 GPD. 2. A LOFT MIN. DISTANCE BETWEEN I/A SYSTEM AND HOUSE SHALL BE MAINTAINED n . WIC 3. ALL JOINTS SHALL BE SEALED SO TANK iS WATER TIGHT. 4. INSTALLER MUST HOLD A CURRENT UOUID WASTE LICENSE PURSUANT TO CHAPTER 563 F x` �_` ESNm s NY tO�t`( �/ PROPOSED LOT COVERAGE OVER TOWN ARTICLE VII WITH ENDORSEMENT J. 1 �5. 1/A SYSTEIA MUST BE REGISTERED WiTH THE SUFFOLK COUNTY BOARD OF HEALTH IN 1 so 0E o�- 'y �OVS DEFINED BUILDABLE LAND (27,046 sq. ft.) ACCORDANCE TO ARTICLE 19. $ f'+ FRpl� 6. OWNER SHALL EXECUTED O&P CONTRACT WITH THE MAINTENANCE PROVIDER AS PER O`d�°Q G�pl ' s�1 ;r=: ' 11'E , DESCRIPTION ARTICLE 19. dApt NA »..�, c;; J�giti AREA X LOT COVERAGE 7. VENT 1/A WITH A MIN 2' DUL PIPE TO THE EXTERIOR SIDE OF RESIDENCE AND TERMINATE 18 L. „, t"I INCH I ABOVE GRADE ' D A CARBON FILTERED DEVICE LOCATED 3 FT FROM ANY WINDOW ••y' HOUSE PORCHES �,938 sq. ff. {0.8X �"'i1dA Y °,tied o POOL HOUSE OR DOOR. t9 y E�N'O 1e r" . .:_. t t� .,: • ate' 8. ELECTRICAL CONTROLS SHALL BE MOUNTED ON THE SIDE OF THE RESIDENCE IN VIEW OF THE 'f � q SYSTEM LOCATION. PP ►>�' 1N � s, 324 sq. ff. 1.2X w:y. dI 9. PANEL SHALL MEET NEMA) 4X SPECIFICATIONS. \ :' POOL e .^� } 4cn / 800 sq. ff. 3.OX IT SHALL HAVE APPROPRIATE SEALS TO PREVENT GAS AND MOISTURE FROM Fp`E a� ,7;1 10.CONDO �tlJl REACHING THE CONTROL PANEL ` ;?:,"`3. ', i , : ��X1 11.SYSTEM SHALL BE EQUIPPED WTiH A FUNCTIONING WARNING SYSTEM WHICH WILL r PV,_ / �, TOTAL ACTIVATE AUDIBLE AND VISUAL ALARMS THAT CAN BE READILY SEEN AND HEARD 6Y 4,062 sq. it. iS.OX OCCUPANTS OF THE RESIDENCE SERVED. 12.AERATOR AND OPERATiNG COMPONENTS SHALL. BE ACCESSIBLE AND SERVICEABLE FROM ACCESS OPENINGS. P0� ... .. ... CPS 6 ° :�: .•i:::::.::• > .... L' y) ` ...... ':3 ..... 4•. �L d' ........: AERATOR MOUNTING CASTING ` v 0 "�"" ELECT. CONDO ....1 `:•`K;`: t.:• ZZ OWTS WIRING PER MFGR. rig!r•: ? .:::.:: ?::':<'. ,•.: ++ yc �yc -:�.,-.. 120V AC, 10, 60 HZ, 15-AMP POWER SUPPLY `s'?:`i'3Z "• `� ° (` - ' ._I - �_ #12-2 AWG WITH GND IN 1 PVC CONDUIT - - / FUJI CLEAN HARDWIRE SZ N0�5 OWTS OWTS MAI ERA CEN 7 CONTROL SER CE IM e. e x.,. PANEL PANEL +A�' ~ ELECTRIC SERVICE i//��oG`� I i ++ AIR BLOWER CONECTION /+ N t + / ` o '� (� �' "�Y ,..ei9 -6Le �L'+✓,':I Pe+ t L VVV 1� A (C'p ' ���' �1 S 1�, F•� C e:... W i asp. 'T>+-fpf ,ry. NOTE: BURIED ELECTRICAL POWER CONDUITS SHALL BE MIN. 24" BELOW GRADE GROUND ROD �..:.+l,: - / + B�\���� 1 1� O Q +(f'`1.:':a i.�y--r{•-*^n!t P•' �14,i s*^•t a'a.,4.T••x.,,,..,.. '•�-.o";e PREPARED IN ACCORDANCE WiTH THE MINIMUM �,�• \ i7 �* STANDARDS FOR TiTLE SURVEYS AS ESTABLISHED , �Y 4'' '�tt¢.•'"""�+ �`�*'�'` F�• �^-1 �'-'8 i�:°yTR� i:r•".D ELECTRIC O N E LINE DIAGRAM BY THE LI.A.LS AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE LAND TITLE ASSOCIATION. /� r (NOT TO SCALE) lop �,__t.�.l���t ��: I�^������ ��T T. ff 0 +n CG9St` ..}T�� C � / L ,E �t1A §§ TO S G. Lic. No. 50467 0 CID --- UNAUTHORIZED ALTERATION OR ADDITION 10" a�� n Ta�� ®� � �� TO THIS SURVEY IS H VIOLATION OF I 1 SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. Land S u ry e p o r COPIES THIS SURVEY MAP NOT BEARING - ^-•--- THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED :'.:�T�`W�'.t�IT1 1TILI�t�',. ILL TO BE A VAUD TRUE COPY. . c n;.Y"e Iial C:"".;'°i``.:mr-el. .� 4. 2-.,•d,nc� ,c!•M't CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY r .. f*, or 1r*_QK0 ^Prnnl Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE TiTLE COMPANY. GOVERNMENTAL AGENCY AND 0 .'4,,,'Td;. ~w �iI'1 .`_.1v - Title Surveys - Subdivisions - Site Plans - Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSn- PHONE (631)727-2090 Fax (631)727-1727 TUITION. CEnncAnONS ARE NOT TRANSFERJIBLE, OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHT OF WAYS 1566 Main Road P.O. Box 16 AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jammesport, New York 11947 Ll Q SURVEY OF PROPERTY SITUATE LAUREL TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000- 128-02-05 SCALE 1 "=30' AUGUST 10, 2015 -JG p�J0J �1 AUGUST 23, 2019 ADD PROPOSED ADDITIONS DECEMBER 2, 2020 REVISED PROPOSED ADDITIONS • 4� JUNE 16, 2021 REVISED PROPOSED ADDITIONS J�'� �y ;• ' JULY 13, 2021 ADD PROPOSED REAR SETBACK :,• oFQ j' JANUARY 31, 2021 ADD PROPOSED SEPTIC SYSTEM 0 FEBRUARY 1, 2022 ADD PROPOSED WATER LINE 0'y JULY 11, 2022 ADD ADJACENT HOUSE LOCATIONS / � AUGUST 11, 2022 RELOCATED PROPOSED HOUSE ,r� Y OO oJ/ ova SEPTAPRILR 20,12, 20232 ADD FOUN ATTIONCONTOUR LOCATNOTATIONS ION AREA = 27,046 sq. ft. 0.621 ac. CP 0. r �O 11+ 1. DEED REFERENCES ARE TO DEED LIBER 12558 PAGE 289. • / G�, Oki G�x- 2. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM EXISTING ELEVATIONS ARE SHOWN THUS:- 0 ' C)k�. x / Il_ LP �L Ii Vi �° (,/,� I�• a3 \yid— APR 14 2023 a i \ o f \ o N >E G 16.4 •\ f 9,c G TP • N to O Q,x 'O �0\ ar TP � / O xtll 7A r E ` 150 , x'x O as N( o " z SSOko cE E La 6\9 20'O p. � 0 11� 14.9 2� 14.7 fool. \ a.0cd / 15.3 i Uh� y i �QNFEGUE i c, d' Z� 25 c8 � w n^ � ��� S � m � j 1.2_ Q O Q ,L 51 N0VSE 6 O -! 29 fRPME 4 95 , 00 i 0 \-1. �O O�a'eP l°yy UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF 14.0 ��� �cP �q4J� h SECTION 7209 OF THE NEW YORK STATE �P Of B 0J pO �'b'�p EDUCATION LAW. 7 COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR TOBO SAED SEAL VALID SHALL RUE CONOT PY. BE CONSIDERED CERTIFICATIONS INDICATED HEREON SHALL RUN N09 � O• py ,p ONLY TO THE PERSON FOR WHOM THE SURVEY eV� !� e 4j' IS PREPARED, AND ON HIS BEHALF TO THE w00� � O� TITLE COMPANY, GOVERNMENTAL AGENCY AND W @ 1 LENDING INSTITUTION LISTED HEREON, AND 5 TO THE ASSIGNEES OF THE LENDING INSTI- O CID TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS 9 AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. PREPARED IN ACCORDANCE WITH THE MINIMUM Nathan Taft Corwin III STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE LIALS. AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE LAND. TITLE ASSOCIATION. Land Surveyor • ` - ; Successor To: Stanley J. Isaksen, Jr. L.S. Joseph A. Ingegno L.S. ' �' Z „ Title Surveys — Subdivisions — Site Plans — Construction Layout PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS ;a 1586 Main Road P.O. Box 16 James port, James port, New York 11947 p New York 11947 P No. 50467 E—Mail: NCorwin30aol.com - - SURVEY OF PROPERTY SIT UA TE \ LAUREL TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000- 128-02-05 SCALE 1 "=30' AUGUST 10, 2015 G ' AUGUST 23, 2019 ADD PROPOSED ADDITIONS J��yQ DEJUN E 16,220212 REVISED PROPOSED ADDITIONS S �y JULY 13, 2021 ADD PROPOSED REAR SETBACK • : y,•:: Q j JANUARY 31, 2021 ADD PROPOSED SEPTIC SYSTEM WATER LINE 0 y0 JULYR1 I R 20222022 ADD AD ACENTADDPOSED HOUSE LOCATIONS :'e •• �• ;� AUGUST 11, 2022 RELOCATED PROPOSED HOUSE SEPTEMBER 20, 2022 ADD CONTOUR NOTATIONS • . APRIL 12, 2023 FOUNDATION LOCATION o �R�OtiF DECEMBER 7, 2023 POOL & POOL HOUSE FOUNDATION LOCATION MAY 21, 2024 UPDATE SURVEY .• ': ct( CO,�o AREA = 27,046 sq. ft. 0.621 ac. 0. ' .•n •• .: �It rn un 1..NOTES,DEED REFERENCES ARE TO DEED LIBER 12558 PAGE 289. 2. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM EXISTING ELEVATIONS ARE SHOWN THUS: M M - . : I� �Cyy\ ^ATERUNE a , /�� ,kr y ....i � , `�� $• W. SEPTIC SYSTEM TIE MEASUREMENTS MAIN HOUSE � am ,; •,. o HOUSE HOUSE o f x CORNER ❑A CORNER I/A FUJI TREATMENT CEN-7 8.5' 16.5' W N by COVER 1 % i,�'`� yy ; �\ I FUJI TREATMENT CEN-7 10.5' 17.5' COVER 2 VA FUJI TREATMENT CEN-7 , 'L 0 4 COVER 3 13 19 r cb po�.�y �' �. c � �o c• y , DISTRIBUTION BOX 20' 25' 0 LEACHING GALLEY obi �p1f( �5i o COVER 1 25' 34' w� LEACHING GALLEY Pooh 3 m� COVER 2 26' 30' LEACHING GALLEY COVER 3 34' 41' A LEACHING GALLEY 34' 37' t' ' • COVER 4 •':L�''�, o SEPTIC SYSTEM TIE MEASUREMENTS POOLHOUSE HOUSE HOUSE CORNER QA CORNER SEPTIC TANK xr u' Not o • G INLET COVER 21' 20' V-3 m� o..?.:..•` ,. cry' U' o Q7, / SEPTIC TANK , 25 ,�`�o �Ey OUTLET COVER 25 GG LEACHING POOL o y a .1 N� c>�, `� / COVER 37' 37' RE O'G \aN • �3 \�i,.•.\1aN 64 Ay 0)4 s a �� 2 5'(ORO\)St / coN°' R IV R WE G'*1S NN�� 20 ogo•��—i •` � o\sco .icy, 0 sow � • i \\ o 2tP Z \\\\ G Np�S � \�\ EGRE55 O` 0 \\ _N \ I. HOVSt 6.d \ \ \•_•� �3\ \\\ i� /a So\% \\ �ot`'�p6 \\ v UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF THE NEW YORK STATE w_...._,... ..,. Gi" EDUCATION LAW. G� N 09 OF �vp2f' CO.0 S U F F 0 L K O U; a g'..�j ." s% .g M1 M Y - M V p bs joP Of ,9 (6p COPIES OF THIS SURVEY MAP NOT BEARING `g I° s �� HEALTH SERVICES ��tip THE LAND SURVEYOR'S INKED SEAL OR YYY EMBOSSED SEAL SHALL NOT BE CONSIDERED APPROVAL Q;= Ot4�STRt1ETLC1 !�/UidS FnR �� 61 TO BE A VAUD TRUE COPY. A SINGLE FAMILY RESIDENCE A N D � CERTIFICATIONS INDICATED HEREON SHALL RUN CZ�J NLY TO THE PERSON FOR WHOM PREPARED, AND ON HIS BEHALF TOTHE HE SURVEY S TITLE COMPANY, GOVERNMENTAL AGENCY AND �c�ed LENDING INSTITUTION LISTED HEREON, AND JUL 'j/� ' TO THE ASSIGNEES OF THE LENDING INSTI— Date: 3 1 22L`� H.S, RCf, ,N10 Q TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. _� �__ 1 O �. THE EXISTENCE OF RIGHT OF WAYS - W The sewage d!sposal and water sup pk,?facjj>i,cs t this location have lee;, 0�0 . Qo° AND/OREXISTENCE EASEMENTS of RECORD, IF Inspected and/or certified by this Department or other a7e%ies and ti ANY, NOT SHOWN ARE NOT GUARANTEED. found to he Satisfactory FOR A NIAXIiviUM,OF lej-4HEDR 3OMS TOML Nathan Taft Corw r PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE LIALS. AND APPROVED AND ADOPTED in III CRAM I`NERpER, R•E•, CHIEF FOR SUCH USE BY THE NEW YORK STATE LAND Land Surveyor CIFFICL OF WA.STF MAN;AGr,1AFns�- TITLE ASSOCIATION. OF N �P Successor To: Stanley J. Isaksen, Jr. L.S. �� (E , �'i, Joseph A. Ingegno L.S. AUG 2024 ` C� PNINFT o9.a•0 Title Surveys — Subdivisions — Site Plans — Construction Layout C � * :/ ��•: PHONE (631)727-2090 Fax (631)727-1727 TUffiI?ING DEPT. � r :! � - 'i o MAILING ADDRESS ( , OFFICES LOCATED AT 3'Q��' i?Ir SOUTIiQT % n f � +` 1586 Main Road P.O. Box 16 � James port, New York 11947 Jamesport, New York 11947 riQNZ. t. Lic. No. 50467 E—Mail: NCorwin30aol.com , SITE PLAN OF PROPERTY � y SITUATE i LAUREL TOWN OF SOUTHOLD �f - � ARCHITECT SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000- 128-02-05 SCALE 1 "=309 REVISIONS D E S C R I P T 1 0 N \ MARCH 29 2021 AREA = 27,046 sq. ft. �� '• ::�. .P���e� 0.621 ac. r,� +YY NOTES: 1. DEED REFERENCES ARE TO DEED LIBER 12558 PAGE 289. Q , LEGEND: "• I -71 PROPOSED FUTURE 50% EXPANSION LEACHING GALLEY e �0 F70 PROPOSED 8.5' X 4.75' X 4' DEEP LEACHING GALLEY ^s • O e�GA' :a PRO F` POSED FUJI CLEAN MODEL CEN-7 �� `'• ,,.. .�, p0 �° '9A 000 I/A OWTS TANK Leo O ° r PROPOSED PROPOSED 50% FUTURE EXPANSION POOL t � Z• ® PROPOSED 8' DIA. 4' DEEP LEACHING POOL • � o ••Fo�o`'• ��p1G •;•.• � � PROPOSED 1,000 GALLON SEPTIC TANK t�I xo viI/A earls sYM twml — I� x L MMYUI 1/A OM18 SYSTEM CIWACIIES FOR S BEDROOM HOUSE N SSO 0M UK ALA CLiAN LI000.C611-^7 IbUm FOR 700 am A 10FT IEN, L1ffA"CE SIDWEEN VA SMSTEM MID NOOK BNNL SE MAMMM a ALL JONIS SHALL K SiMm 20 TMK B MAGI TINIT. �o a fdrUILLl 11 NIUIII�D@ D A7l1 CLWA LIUJD WAVE LICEIIlE PISIMIM r 110 CHO=m cD° i o a A aYmTEY MIBT K ICE Own IHIH IM SUFFOLK CUM BOND OF HEALM N 1 7o Agni t mL AItI1C1EN10.1 EXECUUIED OlP COH1RACf NI1'FI 1IE UIINLEwnz PIIOYDER AS PER 01 1 a vilR VA rIIN A MN r ON PMK w w LaI1mm we OF IIEMDQICE Mo immem Is J • 1 u S/K1ICRfe6 MOIK ONM WH A CAIKOH ILMED OErI10E LMM a Fr NIGH MY MOON DOOL o ul :' : 1 IL&;j:0L L SHALL K M11,11M ON'RE s101R OF iK I�dCE N%=OF 1IK \ g=o +L oo�i�UIr SHALL KW MVVWF"= 110tEALs PIcaff QM NO M11bME PROM 1ISAOM TN[CONTROL PMII[L, . �+�a SY%- N SHALL K EOUIP D NIIH A NMCIIONW MIMMINO SY81EM SFM TAM .: ACTIMITE AUOl=AN %"UAL ALAIM 7HC 00 K IMF AY SLIM MO NL VIO SY ::::::::::: 0001~IS OF TW IM!SIOOIOE SL'1lMMD� ..... , ° AEIIIU�OR AM OI:�9YtISID COIL40I�NTS SNNL K MOKMAOFAslF FROM 1 •4 L ::::::> EXISTING LOT COVERAGE Q .::•�.�o•:.:r :T-� DESCRIPTION AREA x LOT COVERAGE Lu (� :::.:•.o•o:..o. LL:::::.G 0:::..• A , I— ••:•:•:•.yo'�•'��'��'�" HOUSE 1,645 sq. ft. 6.1% � O °'""`''" y` . SLATE PORCH 58 sq. ft. 0.2% Q \ " °% GARAGE 404 sq. ft. 1.5% W o O z SHED ' 97 sq. ft. 0.4% ZU) o Lij �- a TOTAL PROPOSED 2,204 sq. ft. 8.1% Vul ��s PROPOSED LOT COVERAGE w° Meos O w 0 DESCRIPTION AREA x LOT COVERAGE Q O HOUSE 1,880 sq. ft. 7.0% Q fRE ENCE r 1 9 s�EO O �E' �A E• (3) PORCHES 687 sq. ft. 2.5% `/ r N GP�f 0--Z — J a w 0 '�� GARAGE 647 s ft. 2.4%x oo 0 q. Z W ,,Art .a;y x SHED 97 sq. ft. 0.4% 0 �oE o / ':* c" POOL HOUSE 324 sq. ft. 1.2% 0 � x a •: : � A O 0 POOL 800 sq. ft. 3.0% 0- u D x sE wI 9v-0P5•jOR'I TOTAL PROPOSED 4,435 sq. ft. 16.4% Q �QpLE / � ' ': POO�•OON n • y� ONCE /�/� 5 LJ_ UJ ?a;6 �0 oR� P r pR°GN�O THIS SITE HAS BEEM PREPARED USING THE INFOMATION FROM THE P°R SLRVEY OF NATHAN CORWIN, LAND SURVEYOR DATED AUGUST 10, 2015 �OPOSEO O NCE y ;:.;:;•2?9::•:•:.:.;}; '.... �" I PROP sSp°1L`I .•:........... ..�, a eD.c' OF !! .....0... C{:. \ iLZ ISl5CVu uSE :.....n'.. 35. ::.•::•:: Charles M . Thomas S ..... XSTNG�°°N NREMP�N ...... ..:•.:•::::. 't:: ....`.•::.:• K o a r c h i t e c t � O PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 PRE°SNO �CO�R L1 �� 0`1 V BP�'•\0RY -\ Znd p�IEREp P�CN EXI TOS ENABANDONED \SPOOL PROJECT G0 P I J� �0 RVI � SITE PLAN ,v000 e�` "Lo W� ��� ti oti� (�0 �` ° `J ..� c;' O-(p,, Y WOOD✓� DATE: 3/29/21 PROJECT No. DRAWING BY. M.C. CHK BY. DWG No. S I T E P L A N [A]—[M]—FO70 1 OF 1 SCALE: 1 = 30'-0" THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. qA ARCHITECT REVISIONS D E S C R I P T I ON COVERED PORCH b FM VW m sm FWC 8°BO ICED DINING bNC ® Li 6 e e ® bMASIM MASTER M. em DAM I Ex a� LEA I 's . i L . 0 q D i � 0 Y - - WALK IN - - - - J �TH e «� b ' -4 -` `-0 PANTRY II ]_ BEDROOM w IORT 1 7 W 0 ITTING = ROWI ID sl �9 —1 0 u GUEST b -- m BEDROOM W s BEDROOM 2 I I I 99 L — 2'-8 =o — e Y_6 15 0 u' s-,7 s-0 Is-o• uNE a FLOOR ABOVE 0 SIDE PORCHI I 1°' m^o g e ti QW �I I BATHROOM BATH FOYER — 0 eETO <ow� 0 o m z POWDER BATH 10-°• ,.'_e• ,� Q0 LAUNDRY � — -- — � W r Z W FRONT 01 � I�— u D 0 WQ 7 i I 0 SITTING ROOM N S I ° I . 3 CAR GARAGE .o 5 BATHROOM ass BEDROOM 3 �g Charles M . Thomas a r c h i t e c t PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 PROJECT FIRST FLOOR PLAN S E C O N D F L 0 0 R P L A N SCALE: 1/8" = 1'-0" SCALE: 1/8" = 1'—O" FLOOR PLANS DATE: 3/29/21 S I G N C R I T E R I A PROJECT No. DRAWING BY. MC CHK BY. SUBJECT TO DAMAGE FROM DWG No. GROUND WIND SEISMIC WINTER ICE FLOOD LIVE DEAD ROOF UPLIFT LOAD WALL SHEATHING USE/ HEIGHT AIR TYPE OF W—FO 01 _ 00 SNOW SPEED DESIGN FROST DESIGN SHIELD HAZARDS LOAD LOAD SUCTION LOAD OCCUPANCY FREEZING CONSTRUCTION LOAD (MPH) CATEGORY LINE TEMP. UNDERLAYMENT CLASSIFICATION INDEX WEATHERING DEPTH TERMINATE DECAY REQUIRED 1 OF 20 110 B SEVERE 36" MODERATE SUGHT 11 Y E S FROM 1998 40 PSF 20 PSF PERIMETER EDGE ZONE = 6.72 PSF EDGE ZONE = 35.6 PSF RESIDENTIAL 34' 599 TYPE V TO TO FlRM MAPS INTERIOR ZONE = 51.4 PSF INTERIOR ZONE = 28.9 PSF HEAVY MODERATE THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. 4 I THIS PROJECT IS IN COMPLIANCE WITH 2O20 RESIDENTIAL CODE OF NEW YORK STATE. r G Jf�y (uf or oo 'j, 0 0 luv ,1�, C ITECT REVISIONS D E S C R I P T ION 7/15/24 AS BUILT CONDITIONS REFLECTED M (n to N (n 95-10" 5'-3j" 8'-10j" 6'-8" 15'-4" 7'-10" 11 6'-8" 8'-8" 34'-6" WINDOWS IN STAIR WAY (2) 056 (2) 56 (2) 52 TO BE TEMP STATIONARY EGR SS 2132 212 TE P GLASS (3) 11 7/8" ML HEADER ® 3 11 7 8 ML HEADER 3 11 7 8 ML HEADER o — — — 11 4'-0" 12'-0" 5'-0 7' 7'-0" 30'-0" I 10'-6" 6"x6" POST A.10 1 `t `� O 10 — — I wO (3) 11 J" ML HEADER o a I PER SELOECTION WRAPPED L _ -1 KITCHEN I 0° to _.^7 S 00 OWNER (TYPICAL) �, -I f I I S I MI M AUG — V, 5 CFM EXHAUST- 0 o LAUNDRY w UV _ g � J J L 7 I W FAN EX R; F— — 00 x _ PRO DE TILED SHOWER PA —[yJ 3 CAR GARAGE O O I m I 0W w 0 O ? /DRAIN ®WASHER. �/)— N 1 I CO f _ J N m I �^ PR VIDE TRAP PRIMER ® 4 Q 1 HR. RATED in `TT �2 ILL Y : EXTERIOR 11 5R U M o 5/8' TYPE X SHEETROCK4 DINING L — I v L \ D AIN. VENT DRYER TO J— O 9 e , = WALLS & CEILING = _ • J L = 3 ML HEADER �' co " o co 0 co 0 I- _J b -0 rn - - �o 7`O N 4 POURED CONCRETE SLAB I 1 >- C L O S E T iN ^�� � ® o OVER s MIL POLYETHLENE - - - M N VAPOR BARRIER ON WELL _ _ _ _ co J — L J Z ~ GUEST �o�o tio�° N COMPACTED POROUS FILLLu POINT LOAD ABOVE 6"x6" POST .r o W I a BEDROOM O till —`� — — — — — — — — — — — — — �� �� LO 5-O f I SMOKE I ��DETECTOR d 16" TJI ,rolsTs 560 SERIES \\ �0 4" �1 II z M = w COVERED M (TYPICAL) 11 in Q T SMOKE FAN TO EXRIO 30 6 30 62 W = O'DETECTOR o o I 18'-0" 1 J PORCH N ���0 CARBON C�� W II 12'-O" II O fn O DE N nwo LU ©~DETECTOR c I Q I I 3-1 3/4" X 9 1/2- 0 (I 'n MICROLAM HDR _ 3 ML HEADER jjLj a -1 3 4" X 11 7 8" M " J 4"x4" POST 5 " N = MICROLAM HDR II NEW 9080 CL LAY O.H. DOORS o Q V1 mm 2X10 DECK JOISTS 6 x6" POST v AS SELECTE PER OWNER I w W 016 OC. '`' o I - - iv NEW 16080 O.H. DOOR AS SELECTED PER OWNER C L 0 S E T 0 � � I 1 wI 00 y 11 EE 11 O _ LIVING 6"x6" POST WRAP E5 (n 6"x6" POST WRAPP ry°^° �p OWNER 00 PER SELECTION O I I SELECTION OF I I O C� ROOM OWNER W W N 10 o FOYER Q 1 I I Ntp o I I �O ZU J0°° 00 w 25'-6" ® 14'-O" 11'-4" �� °0 12 a tOEL 3-1 3 4" X 9 1 2" SITTING = N 6"x6" POST MICROLAM FL HDR `o o "' O 4"X6" POS "X6" POST I I ROOM N I LLLLLL 3 0) ( ) 8 11 ML HEADER (3) 11 7/8" ML HEADER (3) 11 7/8"ML HEADER 6"x6" P ST (3) 11 7/8" M-HEADER � II (2) 56 r 1 r (2) 056 = cO PER SELTI N OF(2)3 5fi OEC N ED w J Simpson Strong-Tie L J co (2) 11 7/8" ML HEADER I iV co HDU (CORNER HOLD DOWN) N OWNER (TYP CAL) (TYPICAL THROUGHOUT, SEE DETAIL ~— iV FWG 1 080-4 0 o I a 3 11 ML HEADER LINE Of LOOR ABOVE io 8"x6" POST WRAPPED I PER SELECTION OF a p OWNER (TYPICAL) I " SIDE PORCH 26'-4" 4._9j„ 4'_9 4'_8j" 3,-9j" 3,_5j„ 3,-9j„ Charles M. Thomas 6'-0" 7'-6" 7'-6" 5'-5" 5'-11" 6'-0" 6'-0" a f C h I t e C t 25'-6" 15'-0" 11'-4" 11'-0" 19'-O" 12'-0" PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 104'-4" PROJECT E N (n N (n FIRST FLOOR PLAN FIRST FLOOR PLAN SCALE: 1/4" = 1'-0" FIRST FLOOR= 1880 SF TOTAL HOUSE= 4071.6 SF GARAGE= 647 SF DATE: 10/06/22 PROJECT No. DRAWING BY. CMT CHK BY. DWG No. �- 003 00 3OF8 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN NHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECTAASUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. THIS PROJECT IS IN COMPLIANCE IMTH 2O20 RESIDENTIAL CODE OF NEW YORK STATE. ti O c; 0 �. , $• � �� ARCHITECT w � REVISIONS D E S C R I P T ION 7/15/24 AS BUILT CONDITIONS REFLECTS r� fn fn N (n 93'-10" 2'-9" 15-10" 17'-7" 7'-11" 3'-11" 7'-4" 14'-4" 15'-2" 9'-0" (2) 046 24 10 FULL LENGTH VERSA STUDS ® 16" (2)3 46 3 46 EG ESS T M P O.C. 1 }"X 5 �" EGR SS EG ESS J (3) 11 7/8" ML HEADER UWE OF WALLS BELOW 3 11 7 8 ML HEADER 0 1'-0" J 9'-4" - 6'_8"- 13'-6" 5'-0 7'-4" 7'-0" NL co cn A9 O= O� 125 EXHA �iOW f TOEXTERIORW V LINE OF 8'-0" 10'-6" ►N- I I io Q ,o to I m OD O = QUEEN o co = O I I � ao ® � o BED I oW BED o MASTER o -p' Z I I Z O FM EXHAUST/ x �w ' v 4, (O BATH w m V FAN 0 EXTERIOR o N OF to of O V ® 125 CFM EXHAUST I WALK IN I O J= N IN F I W = Q w o FAN TO EXTERIOR CLOSET - W co X I I L IL rM/® } ui 6 IGH RAIL P O o1 Zo YS CODE N iw <ow o w O X ,� 00 N06,'q I BEDROOM # 2 N CLOSET D U Ni (j— �os8 O � Mw N I O DETECTOR O 0_ O N Z d �"- O +oU O N 1 3 f(3) 11 ML HEADER �03, 060 ti� o= LINE OF 8'-0" w L 8"X8" POST WRAPPED ti I O�� ?use OroO �Ose 0 — — — — — — — U 0 0 y PER SELECTION OF ® : ® rah W cp w 0 Q OWNER (TYPICAL) N — — — — — — — — — — — ry�rO I S6� X I X M w O LINE OF TRAY CEILING TOIO'-0" CLOSET CLOSET N - - - - N I iV Q j LLINE OF WALLS BELOW 5'-0" KNEE WALL I I I I F , J _ p W Q J a (� 17-0 " 6'-2" 3 I o � � LLJ = I w co �� oF- NO = Z R• O I e Z I -0 =O I w I M "' W oI `j� Simpson Strong-Tie Y o I z m �- I� = M ¢ o NI I (TYPICALHDU OTHROU THRORNER HOLDUGHOUT, SE DETAIL) n I � o I o I z z I = W O M J I I I -i to UJ (M< O E I a z ( u' W w i� 36" HIGH RAIL PER N S CODE N �I I I J I M SMOKE _ v O = I 30 I ' I O _co Z O O DETECTOR "� Z I I I .*.,k * I rr EGR SS - O ( ' W _ _,= CARBON M I M 04 �-/ 0) "°° COVERED N MASTER W ©--MONOXIDE JI LOW PLATE HEIGH — z BEDROOM DETECTOR 3'-0" 3046 3046 3046 BALCONY oEGRESS E RESS EGRESS 3'-D" z �-' SINGLE PLY RLBBER = v OS DETECTOR X - - _ - - ���SMOKE � S� N O �. ROOFING N U OVER 45# ROOF FELT ON o CLOSET N CLOSE T �► v to N 3/4" CDX PLYWOOD I CFM EXHA SHEATHING. 2X10 ACQ DECK i- FAN TO EXTERIOR NA9 �� W JOISTS ®16"O.C. 18'-10" o�, �yo o� ,yo = PITCH ROOF FROM p OFFICE O fy RESIDENCE 3-9" 0I D0 aD aNO6-0 14-0 10-10N q o n rn N - - - - - - - - - - - INEOF TRAY CEILING TO10-0" Q BEDROOMS # 1 O N � a IL IL 0) `/� It UJ O� ° m O DETECTOR U ° 00 e1 I O O I _ (D J (3) 11 �" ML HEADER-I r� Z I _ (3) 11 7/" ML HEADER Uio 4 (3) 11 7/8" ML HEADER co �N I O in (2� 052 �2� 052 24510 QUEEN o ® (2)3)46 E ESS R SS T M P BED o X 11'-O" PL TE HEIGHT t I Simpson Strong—Ti 04 0 HDU (CORNER HOL) DOWN) LINE OF FLOOR BELOW M _ (TYPICAL THROUGHOUT, SEE DETAIL) ip — — — — — — — — — — — — co w O I Oof �0 ►�w w to I p I 3046 3 46 3046 EGRESS EGF ESS EGRESS 5'-3 j" 10'-81" 7'-54" V-91" 6'-24" 2'-1" 7'-6" 7'-6" 5'-5" 5-11" 9'-6" 9'-6" 25-6" 15'-0" 11'-4" 3'-6" 7'-6" 19'-O" 12'-0" Charles M . Thomas 93'-10" a r c h i t e c t 11, PO BOX 877 AESPORT, NY 11947 (631) 727-7993 BALCONY M � N 3/4" PLYWOOD 3"X3" ALUM POSTS BY 'FEENY N PROJECT SINGLE PLY RUBBER ROOFING RIP 2"X4" ACQ (3 �" TO 0") RAIL' UP 24" ON REAR WALL " PLYWOOD LAG BOLT PER SPEC AND POST COVERS AS SELECTED PER SINGLE PLY RUBBER ROOFING OWNERIP 2RX4" ACQ (3 TO 0") MASTER p OVER 45# ROOF FELT BEDROOM N J"X4" DECKING (PER OWNER) LET IN 2"X6" ACQ NAILER TJI 016"O.C. 2X10 ACQ DECK JOISTS 0 16" O.C. TECO EACH FLUSH I JOIST CONNECTION SECOND FLOOR PLAN REAR DECK S E C O N D F L 0 0 R P L A N DATE: 2/2/23 PROJECT No. SCALE: 1/4" = 1'—O" DRAWING BY. CMT SECOND FLOOR= 2191.6 SF CHK BY. TOTAL HOUSE= 4071.6 SF DWG No. 4OF8 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. THIS PROJECT IS IN COMPLIANCE WITH 2O20 RESIDENTIAL CODE OF NEW YORK STATE. APPROVED AS NOTED12 , N12 1FE:5rNi "�E1.P. f=T�a Y., ARCHITECT .)TIFY BUILDING DEPARTMENT AT 31-765-1802 8AM TO 4PM FOR THE .=OI-LOWING INSPECTIONS: AVERAGE HEIGHT OF ROOF 1. FOUNDATION-TWO REQUIRED REVISIONS D E S C R I P T 1 0 N 1_ - - FOR POURED CONCRETE -j 2. ROUGH-FRaMING&PLUMBING 12 12 3. INSULATION 12 - 12 - 4. FINAL-CONSTRUCTION MUST � _ BE COMPLETE FOR G.O. ROOF SHINGLES PER ALL CONSTRUCTION SHAD.MEET THE ROOF SHINGLES PER I SELECTION OF OWNER REQUIREMENTS OFTHE CODES OF NEW SELECTION OF OWNER - - YORK STATE. NOT RESPONSIBLE FOR 11_0" PLATE HEIGHT r T 12 1 DESIGN OR CQNSnr"ION ERRORS 1" X 8" FASCIA W/1"X2" OVER 5/4"X6" TRIM 8-0° PLATE HEIGHT /o T7 8_-0" PLATE HEIGHT - - - o(IRANry v e �++ � 1 r p t lit;r �Ct A ' t 1��JFUL requ�r�a en6'-8" T.0 WINDOWS 6'-8" T.O. WINDOWS USE is UNLA SIN 2 5'-0" KNEE WALL n 1 2 4 1 o 1 2 - VVITHOU T CERTIFICATE OF O CUr"A p �[146S 3 46 3 6 3 6 3'-0" KNEE WALL EG ESS EG S EG SS - - ° m SWEEP SHINGLES OVER N New York State Law / IX10 BELT BOARD SIDING PER SELECTION SEAM MAETDAIL ROOF COM PLY'WITH ALL CODES OF You Must Call 811 T.O. SEC ND FLOOR OF OWNER SIDING PER S LEC ION T.O. SECOND FLOOR OF OWN R _ _ NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF Before You"Dig SWEEP SHINGLE 9_-0" PLATE HEIGHT OVER 1X10 BELT BOARD �,.,.._SOUTHOIDTm"ItdZBA � D01�OT PROCEED 1�.1� SOUTHOLD TUAI'l PLANNNIG BOARD FRA!1.ING UNTIL SURVEY 7'-0" T.O. WINDOWS /Oa-/ OF FOUNDATION LOCATION rj SOIROLDTO�'.14TRUSTEES HAS BEEN APPROVED. Y1,k' N.Y.S.DEC - 5/4" WINDOW o & DOOR SURROUNDS � (TYPI CAL) m 3 56 3 56 3 s RETAIN STORM WATER RUNOFF 8"XS" COL 8"X8" COL WRAPPED IN WRAPPED EG SS EG SS EG SS PURSUANT TO CHAPTER 236 0 1% AZEK (TYP) 1% AZEK ( ) OF THE TOWN CODE. BOARD AND ATON SIDING 18'-0" T.O. FIRST FLOOR IJSS pLACARDING REQUIRED U F I R S T F L 0 0 R P L A N III ex'te��a"1lightingm10 �-- SCALE: 1/4„ = 1'-0" lnswilcd,replaced or rep,{mod" rI I conform Vj (� to'Chapter 172 --- or,thn Town Code Q W LL mz 12 12 j12 12Uj U zW o � AVERAGE HEIG T OF ROOF PLUMBER CERTIFICATION LEAD CONTENT BEFORE t U D ON CERTIFICATE OF OCCUPANCY j W Q ER USED IN WA _ SOLD TER W _j _ - SUPPLY SYSTEM CANNOT ROOF SHINGLES PER EXCEED 2110 OF 1% LEAD. SELECTION OF OWNER - 0 JNIa3A00 3UOJ39 JNI1S31 ' T241 1" x e" FASCIA p33N S31.1I1 U31VM*2 R L TO SIDING PER SELECTION W/1"X2" OVER F NE OF OWNER 31St/M ONI8Wn1d-Ild 8'-0" PLATE EIGHT )-,I IJ 5/4"X6" TRIM ONIeN n I Id 6'-8" T.O. W DOWS n 5/4" WINDOW Must provide Manuals & DOOR SURROUNDS (T Y P I C A L) D, J and S as per NYS Energy Code I 3'-0" T.O. w DOW_S 3 nP 3TE P 2 2 1 6 2 2 3 6 T n r` EG SS ro N x O I 7 - E OR of OWNER - - SIDIN R LECTION T.O. SECOND O Lt �,•+ �.�r� SWEEP SINGLES OVER and tC'.s ductVti�O ' 9'-0" PLATE EIGHT ft r 1X10 BELT BOARD fin6 required. Charles M . Thomas a r c h i t e c t 7'-C" T.O. W1 DOWS -- PO BOX 877 JAIIESPORT, NY 11947 (631) 727-7993 I PROJECT I Io I I n 81'X8" COL 8"XS" COLUMN a WRAPPED IN WRAPPED IN 1% AZEK (TY 1"x AZEK (TYP) 18'-0" T.O. Fl ST FLOOR FW 80611 FWH80611 FW 80611 �—k— - - EMT ELEVATIONS S E C O N D F L 0 0 R P L A N SCALE: 1/4" = 1'-0" DATE: 2/02/23 D E S I G N C R I T E R I A PROJECT No. .. DRAWING BY. CMT CHK BY. SUBJECT TO DAMAGE FROM DWG No. GROUND WIND SEISMIC WINTER ICE FLOOD LIVE DEAD ROOF UPLIFT LOAD WALL SHEATHING USE/ HEIGHT AIR TYPE OF a- 00� 00 SNOW SPEED DESIGN FROST DESIGN SHIELD HAZARDS LOAD LOAD SUCTION LOAD OCCUPANCY FREEZING CONSTRUCTION - LOAD (MPH) CATEGORY LINE TEMP. UNDERLAYMENT CLASSIFICATION INDEX WEATHERING DEPTH TER INATE DECAY REQUIRED 1 OF 8 20 130 B SEVERE 36" M DERATE SLIGHT 11 Y E S FROM 1998 40 PSF 20 PSF PERIMETER EDGE ZONE = 6.72 PSF EDGE ZONE = 35.6 PSF RESIDENTIAL 34' 599 TYPE V TO TO FIRM MAPS INTERIOR ZONE = 51.4 PSF INTERIOR ZONE = 28.9 PSF H VY MODERATE THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT ANI THEIR USE AND PUBL CATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PA IRT, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. S THIS PROJECT IS IN COMPLIANCE WITH 2O20 RESIDENTIAL CODE OF NEW YORK STATE. 17 ill 11 1 FT-1-1-1 --- REVISIONS D E S C R I P T 1 0 N IF TTI ill ill Hill -, 4T-0 R 0 HIN LE R T R00 HINGLE PE RO F SHINGLES PER ELECTION OF OWNER SELECTIDN OF OWNER _ T -12 -- 12 ROOF SHINGLES PER 12 ELECTION OF OWNER Hill 111--1 ill ill 10 - -r 8_-0" PLATE HEIGHT FOOF SHINGLES PER - - 1" X 8" FASCIA ELECTION OF OV W/1"X2" OVER _ - - 5/4"X6" TRIM 1 8'-0" PLATE HEIGHT AM W IT 6'-8" T.O. WINDOWS 8"X8" COLUMN i WRAPPED IN 1"x AZEK (TYP) I I I24 10 6 3 46 3 46 m 3 46 3 46 3 3 6 3 6 36 HIGH HANDRAIL PER NY_� CODE TE P 3 46 3 2 3 2 EG ESS EG ESS LEGfRS S EG ESS EG ESS I 12 EG 'ESS EG SS EG SS EGFS - 5/4° WINDOW o & DOOR SURROUNDS EG SS EG SS - -I 6 (TYPICAL) SIDING PER SELECTION S D N = SIDING PER SELECTION D N E S L T.O. SECOND FLOOR O R CHIMNEY OF OWNER 0 W OF OWNER-FFT_r IT rT SWEEP SINGLES OVER 9'-0" PLATE_HEIGHT 1X10 BELT BOAR 1� SWEEP SINGLES OVER R71 1X10 BELT BOARD 7'-0" T.O. WINDOWS rn / 1 0 3 56 3C 6 3 6 3C 56 3 56 3C56 3 6 3 8"X8" COLUMN EG SS EGF ESS EG SS EGRESS EG SS EGRESS EG SS EG E S 0 WRAPPED IN 1% AZEK (TYP) - — ---- -- - --- I I I FWG 1 080-4 W 18'-0_ T.O. FIRST FLOOR �- f� W NEW 16080 O.H. DOOR AS SELECTED PER OWNER CLOPLAY O.H. DOORS V AS SELECTED PER OWNER ULJ SIDE EL E V A T 1 0 N 0 I , I SCALE: 1/411 = 11-011 � W _- - - FT 0 w u - -_ - - - zW o � - - _ _ _ - '-FM I T 1 1-1 JFIT FT-1-T WQ _-_ Irlyj-I_-- _ - - - -- ROOF SHINGLES PER - I - SELECTION OF OWNED -- - - - I 1 11 ill I Ill Hill 111-1Y uhil-I I li ill H1111 Ill 1111 Ill 111 H R F IN L S E I I ILH I I 1 11 Ll_ ROOF SHINGLES PERFFFFF ' - - R FS I GE E _ ---- - - SELECTION OF OWNER 1" X - - W/1 _ , 8'-0" PLATE HEIGHT -- 5/4"X6" TRlly 6'-B" T.O. WINDOWS 8"X8" COLUMN WRAPPED IN 1"x AZEK (TYP) 00 0 2 2 3'-0" T.O. WINDOWS _ 3 6 SIDING PER SELECTION 3 6 46 24 10 EGR SS EGR SS E ESS TE P EGR SS EG ES C h a r I e s Ni . Thomas 36" HIGH HANDRAIL PER NYS CODE OF OWNER - a r c h i t e c t R00 SHINGLES E M SELECTION OF OWNER T.O. SECOND FLOOR LH PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 9'-0" PLATE HEIGHT _ 2 2 2452 T P TEAR PROJECT TFTT - SWEEP SINGLES OVER 7-0" T.O. WINDOWS 1X10 BELT BOARD SIDING PER SELECTION SIDING PER SELECTION OF OWNER b OF OWNER 2 2 2 2 m 0 5/4" WINDOW 3C 56 3C 56 3C 56 3C 56 j & DOOR SURROUNDS 8"XS" COLUMN ELEVATIONS EG SS' EG ES EG SS EG SS (TYPICAL) WRAPPED IN 1"x AZEK (TYP) 18'-0" T.O. FIRST FLOORIF �T J, J-4 j Tyv#-#- DATE: 2/02/23 PROJECT No. DRAWING BY. CMT CHK BY. DWG INo. S I D E E L E V A T 1 0 N 0- 002- 00 SCALE: 1/4" = 1'-0" 2 of 8 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLCATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PA T, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCH ITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. THIS PROJECT IS IN COMPLIANCE WITH 2O20 RESIDENTIAL CODE OF NEW YORK STATE. r ARCHITECT REVISIONS DESCRIPT ION � cn � N � 93'-10" 5'-3 30'-104" 4 7'-10" 6'-8" 11 34'-6" WINDOWS IN STAIR WAY (2) 056 (2)3 56 (2) 452 TO BE TEMP STATIONARY EGR SS 2132 212 TE P GLASS - - (3) 11 7/8" ML HEADER - - - - � 3 11 7/8" ML HEADER 3 11 7/8" ML HEADER 2� _ 4'-0" 12'-0" 5'-0� g„ 7'_0�� 30'-0„ I 10'-6" 11'-0" -� ° "x6" POST — I F- W I V) (3)7— J" HEADER I Q J Q rTr a I i U m U cD B 11 ML PER SEOLECTONPOFD L J KITCHENtn 00 OWNER (TYPICAL) w 7 1- a w I _ �, ;g CFM EXHAUS LAUNDRY (O = J I FAN EXT ibR� PROVIDE TI D SHOWER PA ~ W NNE ui 3 CAR GARAGE M FRIDGE AGE I I DW W w o p - _ /DRAT t� WASHER, —�— w O O r I (n �m 1 ^ PR VIDE RAP PRIMER ® OI Q N 1 HR. RATED iq — J L o /) C7 in \. D AIN. EV1 N'TER DRYER TO _J— U n DININGA a I m ,�1 15R U (oO 5/8 TYPE X SHEETROCK _ _ _ r WALLS & CEILING cn o 3 ML HEADER o cn o o 4 ti 4" POURED CONCRETE SLAB 1 - - 0 0 O S E T N ® o OVER 6 MIL. POLYETHLENE - - M o 0 0 0 /4 VAPOR BARRIER ON WELL Z t GUEST �o�o °�° '�7 ~ N COMPACTED POROUS FILL ui POINT LOAD ABOVE "x6" POS - ^I a_ BEDROOM O TT — -- — — — — — — — — — — — — — TT II II 01 Ir —IILo w I SMOKE I ��\`q I II O DETECTOR d' B o � o F II • i r 16" TA JOISTS 560 SERI S �o�o �4� II II to o w o o 0 16" OC. IIca N Q COVERED ^co - 1 4"x4" POST SMOKE IFAN TO EXH IOT 3D 6 30 6 II II t7 _ M (TYPICA O r O�DETECTOR o ° ( , C) PORCH N ��'� N I �� CARBON `°��w = t8'-0" II 11 12-0° II o J :0) Q DETECTOR 1 Q M W O ©---MONOXIDE in Am I 3-1 3/4" X 9 1/2" _ a n CO m o MICROLAM HDR � n� _ (3) ML HEADER =72L 4„x4„ C'5' }" „ „ SL _ o I I -1 3/4 X 11 7/8 I I P N MICROLAM HDR (n v ♦ Q r NEW 9080 CLO LAY O.H. DOORS o U J 2X10 DECK JOISTS 6"x6" POST v I 7 AS SELECTS PER OWNER I ® 16" OC. M ` ^I I W(V M O _ _ N" NEW 16080 O.H. DOOR AS SELECTED PER OWNER ('JICL0SE O LIVING 6"x6" POST WRAPPE N 6"x6" POST WRAP LINE OF FLOOR ABOVE ��O �° 0000 PER SELECTION OF I w PER SELECTION 0 3. OWNER I OWNER I Iw>ROOM FOYER O 10 r") 0 I I m � � =OPEN o TO a U w R of I I o ABOVE z 1 O = W '/ �� U J W 25'-6" o 14'-0" 0 11'-4" 00 a to �Nr Z N LL "x6" POST 3-1 3 4" X 9 1 2' I : SITTING I F MICROLAM FL HDR ROOM r N M O 4"X6" POST "X6" POST (3) 11 �" ML HEADER (3) 11 7/8" ML HEADER (3) 11 7/8" ML HEADER I I ; I I (3) 11 7/8" ML HEADER '- 0 J 6" 6" POST LL=j l< t < (2)3 56 r1 r� (2) 056 tO (2)3 56 8%8" POST WRAPPED W (_0 Simpson Strong—Tie L J PER SELE TION OF HDU (CORNER HOLD DOWN) N (TYPICAL) ri 1 (2) 11 7/8" ML HEADER N co OWNER YPICAL (TYPICAL THROUGHOUT, SEE DETAIL N FWG 1,080-4 o I I 3 11 " ML HEADER — — — — — — — — — — — Ell LINE OF 7LOOR ABOVE "o 8"x8" POST WRAPPED PER SELECTION OF O OWNER (TYPICAL) N SIDE PORC 26'-4" Charles M . Thomas 6'-0" 7'-6" 7'-6" 5'-5 4'-9 4'-8$" 3'-9 3'-58" 3'-94" 6'-0" 6'-0" a r C h I L e �i L " 5'-11" 25'-6" 15'-0" 11'-4" 11'-0" 19'-0" 12'-0' PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 104'-4" PROJECT M V1 N N re,, F I R S T F L 0 0 R P L A N FIRST FLOOR PLAN SCALE: 1/4" = 1'-0" FIRST FLOOR= 1880 SF TOTAL HOUSE= 4071.6 SF GARAGE= 647 SF DATE: 10/06/22 PROJECT No. DRAWNG BY. CMT CHK BY. DWG No. 3 OF 8 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLCATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN MOLE OR IN PA T, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCH ITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. THIS PROJECT IS IN COMPLIANCE WITH 2O20 RESIDENTIAL CODE OF NEW YORK STATE. AA nTl SS j ARCHITECT l REVISIONS D E S C R I P T 1 0 N pry uJ (n N V1 93'-10" + 17'-4" 18'-10" 7'-11" 3'-11" 7'-4" 14'-4" 15'-2" 9'-0" (2) 046 FULL LENGTH VERSA STUDS 11 16" 2432F EEGRESS 24 M P O.C. 1 J"X 5 J" (? 6 R S EGRESS46 6_2„ (3) 11 7/8" ML HEADER LINE OF WALLS BEL W (3) 11 7/8" ML HEADER 14'-6" o o - �'-8' - 13'-6" 5-0' 7'-4" 7'-0" 12'-8" 0 o990� O 'TA TO EXTERIOR N o CL' < V LINE OF 8'-0" — p \ O I � 125 C EXH = � � FAN T E RI Q ou OO \ QUEEN p 0 I M eo m ® 0 � 0 BED 1 �v I N o O I o ZU0 Z O Z O 125 FM EXHAUST X O W J__ �9 w ww FAN TO EXTERIOR" _MASTER N 0w It ce W(D �� I Om CD = z M O U I WALK IN p z r� F— O ¢m �Tt,T� ® I J= / LINE OF RIDGE BELOW Q w °° N (A C o CLOS T Lo �, " o m = W U \ \ O �* ^ X R 36" IGH RAIL PER DN Q a Zoo N I YS CODE Y� mow = cn = o� �z w (A �o <0i c�0 O O (D UI O BEDROOM 2 C L O S E T o o 0 j I s� _ �w 1 9�2 OS SMOKE —DETECTOR 10 Q N Z O O 0 O �o (3) 11 �" ML HEADER I ? 1� o LINE OF 8'-0" w 8%8" POST WRAPPED I ��� O6� �PLO Os� O — — — — — — U PER SELECTION OF �� �6 ® ® r1��O� m O w CIWNER (TYPICAL) N — — — — — — — — — — — ---e�J 68 O O� LINE OF-T CEILING TO 10'-0 CLOSET SE j� w N O LL I N 04 LINE OF WALLS B LOW 5'-0" KNEE WALL I O J Q M / 4'-0" 6'-2" I J W w I p = Z W Z d' (O I Y L� 0 l w o0 i o12T I w 0 I Simpson S o g-Tle0 z N j� M o wl I M HDU (CORNER HOLD LRWI)Z Y 10 z i = Vol I� = J O N (TYPICAL THROUGHOUT, S E MTAIL)-� p ' o z w co QLLI `\J> F- �90 N t I I Z I J J I In M W N f� 36" HIGH RAIL PER N rS CODE I I a 0 O SMOKE _ 0 _04 I 30 6 = W O co _ U (j O`DETECTOR O N zl I I 4,, I EGR SS , \ e I J- CARBON i.7 I I M N V COVERED N � M�A ER M � ©~-MONOXIDE 1 J LOW PLATE HEI DETECTOR W BALCONY BE OM ® 36" HIGH RAIL PER NYS CODE 3'-0" 304E 30 EGRESS 304E LLL11L___ z O EGRESS 3'-0" I r7 � O O SINGLE PLY RUBBER ��IEOKEOR x = �0,1' ROOFING 04 - - - - OVER 45# ROOF FELT ON �1� C L O S E T N C L O S E T I I —I 3/4" CDX PLYWOOC rI = L J y2 L I CFM EXHA T SHEATHING. 2X10 ACQ DECK r /FAN TO EXTERIOR OPEN JOISTS @16"O.C. O� OO O� ,10 \ = PITCH ROOF FROM TO L� o o BELOW C) w RESIDENCE 0 I I \ O 00 00 006'-0" N O N 18'-10" O 14'-0" 1n 10'-10" o N — UJ — — — — LINE OF TRAY CEILING TO 10' 0" A BEDROOMS O N o _ _ I LM�IICROLAM 1 2 Q SMOKE = d o $ DETECTOR (� wD 00 = (/'\ 0 4"X6" POsr HDR xs" Pos m ~ z o 1 VJ(3) 11 �" ML HEADERM (3) 11 7/B" M HEADER �r co(j t0 (3) 11 7/8" ML HEADER in U(2� 052 24 10 QUEEN o ® (2)3 46 o E ESS T MP BED = 11'-C" PL TE HEIGHT _ I Simpson Strong-Ti N o I M HDU ( ORNER HOLD DOWN) LINE OF FLOOR BELOW M _ (TYPICAL T ROUGHOUT, SEE DETAIL) (p — — — — — — — — — — — — (o w (D O O Q io �w �w _ \ LT,} co I M 3046 3C 46 3046 EGRESS EG ESS EGRESS 5'-34" 4'-g-1 =-O" 2'-1" 7'-6" 7'-6" 5'-5" 5'-11" 9'-6" 9'-6" 22 25'-6" 15'-0" 11'-4" 3-6" 7'-6" 19'-0" 12'-0" Charles M . Thomas 93'-10" a r c h i t e c t 40 PO BOX 871 JAMESPORT, NY 11947 (631) 727-7993 BALCONY f1wovib- at-et 5S � 3/4" PLYWOOD 3"X3" ALUM POSTS BY 'FEENY i Cj PAIL, �- 901 SINGLE PLY RUBBER ROOFING PROJECT UP 24" ON REAR WALL RIP 2"X4" ACQ (3 TO 0") RAIL' h" PLYWOOD LAG BOLT PER SPEC AND POST COVERS AS SELECTED PER MASTER SINGLE PLY RUBBER ROOFING = OWNER p OVER 45�} ROOF FELT RIP 2"X4" ACQ (3 1" TO 0") BEDROOM iN J"X4" DECKING (PER OWNER) LET IN 2"X6" ACID NAILER TJI 016"O.C. 2X10 ACQ DECK JOISTS 0 16" O.C. -TECO EACH FLUSH JOIST CONNECTION SECOND FLOOR PLAN REAR DECK S E C O N D F L O O R P L A N DATE. 2/2,23 PROJECT No. SCALE: 1/4" = 1'-0" DRAWING BY. CMT CHK BY. SECOND FLOOR= 2191.6 SF DWG No. -- TOTAL HOUSE= 4071.E SF DA - 004- 00 40F8 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PA T, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCH ITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. THIS PROJECT IS IN COMPLIANCE WITH 2O20 RESIDENTIAL CODE OF NEW YORK STATE. ARCHITECT REVISIONS D E S C R I P T 1 0 N 10'-6" (/I 93'-10" 63'-6" 30'-4" — — — — — — — — — — — — — — — F _ - - - - - - - - - - - - - - - o - - - - - - - - - - - - - - - - - - - - - - - - - LINE OF POST I PROVIDE. BD.$ON YCEILING "> 61'-10" I 10" I 29'-8" ABOVE (TYPICAL) — — — — — J AB VE FURNACE FOR AT ("W 11�114 — I LEAST Y-O" ON ALL SIDES AS PER LV - - - - - - - - B 0I L E R I RESIDENTIAL CODEE OF OF I I I N.Y.S. cn N DIRECT VENT GAS BURNER I I 8" P.C. FOUNDATION WALL L PROPOSED w VENT PER CODE I /( ) W 2 5 BARS TOP ,& BOTTOM w Ln BASEMENT N O—DETof Ff OE TOR I CONTINUOUS ON 16"X16"X8" P.C. I " SHEET ROCK o I I FOOTING W // )2 5 BARS CEILING CARBON /l© MONOXIDE to p 0 9'-O" CEILING HEIGHT o DETECTOR 10" P.C. FOUNDATION WALL 10' HIGH a WITH #5 BARS 28" O.C. VERTICAL & ® #5 BARS 28"O.C. HORIZONTAL I I UNEXCAVATED co I I o ON e 4" POURED CONCRETE SLAB 00 OVER 6 MIL. POLYETHLENE co O r W/(2) '#50 BARS UCONTINRED UOUS CONCRETE FOOTING , i I I w I I w Lu VAPOR BARRIER ON WELL O_m ON COMPACTED POROUS FILL OJ O V)O 8" 9'-10" 10 I 9'-3" 5'-11" 7'-0" 7'-0" 10'-10" 10'-2' 11'-81, I 10" I w cn O0 BEAM POCKET I I o 0 mQ F (TYPICAL @ EACH I I + (— 7 � � � POST ABO � POST ASOT7 � If3DEF�WIERSE�iLQN L — — — — — J I O 0 �� ` 3 14" z ..(TYPICAL) (TYPICAL) ~ I 0 , W n I o I LAM I — — — — — — — — — I m o DROP FOUNDATION WALL I 0 20 UNEXCAVATED I I Z L —� �— L — L I I I 7T �P� I I TO MEET SLAB I I J 4" POURED CONCRETE SLAB O N I OVER 6 MIL. POLYETHLENE N I = I I I CONTINUOUS FOOTING 3 1/2' STANDARD STEEL PIPE COLUMN -}-� I I I "' 17'-8" I I , VAPOR BARRIER ON WELL I u w ON A 30"X30"X15" DEEP I I I I W COMPACTED POROUS FILL a cn L- I -L L-� MICROLAM HEADER I — — _ — — — — — — — — — >-- w POURED CONCRETE FOOTING. (TYP) @ N I I (3) 14° POST ABO' �" I DROP FOUNDATION WALL Y W La I I TO MEET SLAB I ti (n Z L_ _ MICROLAM GIRDER _ (TYPICAL) Of I i — — - — U J $ POURED CONCRETE a w ,�, 8 POURED CONCRETE I CONTINUOUS FOOTING UJQ FOUNDATION WALL ON I � � a - - - - - - - - - - - - - - - 8"X16" POURED CONCRETE ,, wo wo I I FOUNDATION WALL ON I L r \` f\ x `, F V-J I — — — — — — — o 8"X16' POURED CONCRETE FOOTING I (3 a Q "% I FOOTING I _ � - _1 i - -1 ;n `'o I - - - - - - - - - - - - - - - - - - 0 / W Vft 0 Lt u aco < < I � 1. ° I Z 7 Q i J LINE OF POST J LINE OF POST _j =5 0 0 ABOVE (TYPICAL) ABOVE (TYPICAL) F- I — I Z o0 24'-10" U 14'-7" 10'-9" o0 1 Q ¢z J J I O ~ w=z� l I U N I I ' z E W 1 1 LIJ W 10'-41„ � �I 9'-3" 5'-11" 13'-4" 11'-4" 1 I X o�a U I I co CL MICROLAM HEADER I Z Hof D 0 I O - - - - - - - - - J L — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J - - - � I 0) ` F I I V Q O O `I ^ M uo J EGRESS —I EGRESS I I i CXW14 I CHIMNEY ABOVE I CXW14 �F I N — — — — — J I I LINE OF PO c I I. I I I I ABOVE (TYPICAL) I — — — — — — I AREA WAY o 8„ ( 5'-0„ 18" I 18„ 5'-0" I - - - - - - - - - - - - - L I I ___J I I I �1N UNEXCAVATED N THUNDEREPOSTB 4" POURED CONCRETE SLAB OVER 6 MIL. POLYETHLENE VAPOR BARRIER ON WELL of COMPACTED POROUS FILL iN I El I O LINE OF POST I I io ABOVE (TYPICAL) LINE OF POST M I I I 0 I to I 12'—$ " ABOVE (TYPICAL) N I I I 2'-0" cV I I I 8" POURED CONCRETE LIFOOFOUNDATION WALL ON CO TING 8"X16" POURED CONCRETE 25'-0" I I Charles [A . Thomas I— — — — — — — — — — — — — — — — — — — — — — — — J a r c h i t e c t - - - - - - - - - - - - - - - - - - - - - - - - - - - — 0 BOX 877 JAMESPORT, NY 11947 631 727-7993 16'-3" 13.5 9'-3" 10'-02 9'-5 PROJECT 6'-0" 15'-0" 11'-4" 19'-0" 12'-0" 51'-10" 11'-0" 31'-0" FOUNDATION PLAN FOUNDATION PLAN SCALE: 1/4" = 1'-0" DATE: 2/2/23 PROJECT No. DRAWING BY. CMT CHK BY. DWG No. W- 5 OF 8 i THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLCATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCH ITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. THIS PROJECT IS IN COMPLIANCE WITH 2O20 RESIDENTIAL CODE OF NEW YORK STATE. FE> (n N (n 28'-2" DORMER 8'-0" PLATE HEIGHT LOW PLATE HEIGHT (5'-0") LOW PLATE HEIGHT LINE OF WALLS BELL) J w ° w m ARCHITECT N 31 <w � § Ucr LIN OF '-0" J O L� CDo� � � � � REVISIONS , D E S C R I P T 1 0 N QUEE z BED O a � o � � o: O Z O x X = Z MAST R � � �9 N N � N � = NQ W LK IN U 3 Q m A T p - LINE OF RIO E BELO Q w~ x CO C OS T CD 11 �" ML IDGE CTl Of below 21S O N cn NCI 11 MIL RIPGE r7 89 B EDROOT # 2 G L 0 S E T Q U — — — o ofo LINE F 8'- - �� O66 �O 666 0-. LINE cv © z 0 `I�� m 0 LO ET C OS T p X I x c0 LINE 0 WALLS L W 5'-0' KNEEWALL W N Q G� w zOf Lr Z LOW PLATE HEIGHT I 2"X1O" rr 2"X10" rr 1 W O Y co co @ 16 OC. n"o @ 16 OC. o 0 2 UO e O c O m '- w Li C� 0 o (Q O �9 J J J Q cr Q N Q N Q 36" H GH R L PER NYS ODE 3 1 L O W>- 11 �" M RIDE 11 ML RIDGE U)Q COVE RED M S T RL LOW PLATE HEIGHT Np B LC O N B E R O M L v 36" HIGH AIL P NYS CODE ( ) 5 0 _ U LOW PLATE HEI LO PLATE HEGHT 3'_O. ~ b o 3-0 FRAME DORMER REVERSE THROUGH THEN LAYOVER MAIN ROOF 7'-8" ORMER 8'-0" Wm ;< 4/y.11 - — W N p o L C T N © 't///I PLATE HEIGHT N n < O o 6� do O / N o_ o 11 �" M RI E O w X X _ _ BE OW _ N N of Q [�cO J O e �9 �,P�° B D R M 1 �`�,� ° O� \ ET] ' I� FO 2"X10" r 2"X10" rr 11'-0" PLATE HEIGHT / Q 16 0 LINE OF FL R BELOW 16 OC. N N I I J 0 r7 V1Lli W m v J x i !!� LLQ Ld P ROOF FRAMING PLAN FRAME REVERSE THROUGH AND LAYOVER MAIN ROOF mz SCALE: 1/4" - 1'-0" v ZW 0 ff W W < 12 RIDGE TYPICAL ROOF CONSTRUCTION ROOF SHINGLES PER / \ ROOFING PER SELECTION OF OWNER 0 n-•SELECTI OVER 15# ROOF FELT ON 1/2" CDX PLYWOOD SHEATHING. <. OG 2"X6" COLLAR f� '' 2"X10" ROOF RAFTERS 0 16" O.C. J. 12 .�O TIES Q 32" O' 12 ° D.C. A°o� � ' TYPICAL CEILING CONSTRUCTION 2" X 10" CEILING JOISTS 0 16" O.C. 2"X10" CLG. JST. ® 16" O.C. r \ W/ R-49 GATT. INSULATION 5/8" SHEET ROCK p WALLS AND CEILING 16 s 10 oc 1 B 24 10 2 5'-0" PLATE HE o y: 46 -- 24 10 24 10 co - E `SG HALL \. 36" HIGH RA IER NYS CODE R SELECTOrJ STANDIIJG �\ WINDOW TO BE TEMPERE SIDIPJG PER�•uExr 4*VW 4'wIT 4'wiT OF R SEL SEAM METAL ROOF GLASS TYPICAL FLOOR CONSTRUCTION 16" TA FLOOR JOISTS 0 16"O.C. (TITHRU P.) ROOF ROOF � (�)� � �)� {�)IRU� _ W/3/4" PLYWOOD SUBFLOOR W/MIN. R 21 GATT. INSULATION Charles M . Thomas -� I 16" TJI JOISTS 360 SERIE r``�`-�-, I �r-,-__ I ���-__ I �r�--_ ® 1s" OC. w/ 3/4" PLYWOOD TYPICAL WALL CONSTRUCTION `� I I I I I �m I I-IA Iv 1-Iny I �I Av -Iny SUBFLO OWNER w MIN. SOUND SIDING PER SELECTION OF TYVEK HOUSE WRAP 1/2" a r C h I t e C t I I ��-UzY I-IrlV Ivry yy IN SULATION o *r, HOUSE I wc' i i LAV LAV i I W C i LAV I w.�. I LAV I W,O, i LAV SHEET ROC ¢ CD X PLYWOOD SHEATHING ON 1 " x 5 " FULL LENGTH PO BOX 877 JAMESPORT, NY 11941 (631) 721-7993 5/8" N SHOWER TUB SHOWER SHOWER SH WER WALLS AND CEILI G VERSA STUDS 0 16" O.C. R-21 INSULATION SECOND FLOOR -,,-LINE OF WALL BEYOND r r r I-1/2 1-1/2 T 1 1/2 Y r t I r r 1-I Y RCYQ 20 10 PROJECT HALL FULL LENGTI CONNECT TO APPROVED I r_�Y I 'T- -_ VERSA STUDS 16 O.C. 1 J"X F.A.I. k SANITARY SYSTEM rI_Il2v I Im, I , TYPICAL FLOOR CONSTRUCTION KINK TCHEN I �-2'P I 1-I�1y� ' 11 7/8" TJI FLOOR JOISTS 0 16-O.C. FRESH AIR INLET F I LAV I W.C. I W.C. I LAV WASHER I W/3/4" PLYWOOD SUBFLOOR W/MIN. R-21 BATT. INSULATION SHOWER I .. I FIRST FLOOR �' Rk 2"X " AICs� L„P ATE ROOF FRAMING PLAN G0. TERMITES LC�,1 SIL��EA��RJOISTS 360 ERIE 5/8" DIA. A®CIt0 MTV/ 3/4" PLY 00 CONNECT TO APPROVED P.V.C.PIPE PITCHED HOUSE BEYOND StSFDOORC.R-21 INSULATION P.C. FOUNDATION F.A.I. k SANITARY SYSTEM AS PER N.Y.S.CODE WITH #5 BARS8 2O.C. VERTI AL & AN CROSS SECTION #5 BARS 28"O.C. HORIZONTAL PLUMBING RISER DIAGRAM BASEMENT ON 10"X20" POURED CONCRETE FOOTING o W/(2) #5 BARS CONTINUOUS I DATE: 2/2/23 SCALE: N.T.S rn PROJECT No. DRAWING BY. CMT s C R 0 S S S E C T 1 0 N CHK BY. 1 4" POURED CONCRETE SLAB DWG No. SCALE: 1/4' = 1 '-0" 4 MILL VAPOR BARRIER a_ 00�_ OO 6 OF 8 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLCATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCH ITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. THIS PROJECT IS IN COMPLIANCE WITH 2O20 RESIDENTIAL CODE OF NEW YORK STATE. �t C ARCHITECT REVISIONS D E S C R I P T 1 0 N RIDGE 12 2TIES ® 32" 12 \ \ 12� O.C. �12 -• RIDGE G• e O' �6 AVERAGE HEIGHT OF ROOF p "X6" COLLAR \ QF� C) TIES @ 32" nc r O 0.C. 1�0 ° FRAME REVERSE THROUGH MASTER BEDROOM Irp \ +�O AND LAYOVER MAIN REVERSE ATTIC ROO�� 12 12 TYPICAL ROOF CONSTRUCTION \ ti �PF�`` ROOFING PER SELECTION OF OWNER ATTIC F �S OVER 15# ROOF FELT ON 1/2- CDX PLYWOOD SHEATHING. 2 X10" ROOF RAFTERS 0 16 O.C. \\ +� 2"X1o" CLG. JST. @ 16" O.C. js o TYPICAL CEILING CONSTRUCTION LINE OF TRAY L %,. SHEET ROCK 2" X 10" CEILING JOISTS ® 16" O.C. \ — —8'-0" PLATE HEIGHT 2"X10" CLG. JS © 16" O.C. CEILING TO 10'-0" WALLS AND CEILING W/ R-49 BATT. INSULATION \ \\ SHEEF ROCK 6'-8" T.O. WINDOWS WALLS AN CEILING TYPICAL WALL CONSTRUCTION SIDING PER SELECTION OF OWNER TYVEK HOUSE WRAP 1/2" 2 CD MASTER ATHROOM MASTER BEDROOM O.CXRP2IWOOD NSULATION SHEATHING ON 2" x s" WALL STUDS 16" Iii RIDGE°C 2k, TYPICAL ROOF CONSTRUCTION 3' T.O. WINDOWS EG 12 �6 ROOFING PER SELEC11ON OF OWNER 6 S ROOF OVER 15# ROOF FELT ON 1/2" CDX PLYWOOD SHEATHING. DER R TYPICAL FLOOR CONSTRUCTION ' ° ' °F RAF gFTFRS 2"X10" ROOF RAFTERS ® 16" O.C. T.O. SECOND FLOOR 16" TJI FLOOR JOISTS 016"O.C. W/3/4" PLYWOOD SUBFLOOR W/MIN. R-21 BATT. INSULATION O > LL TYPICAL CEILING CONSTRUCTION 2"x,o" CLG. JST. ® 16" O.C. 9'-0" PLATE HEIGHT TYPICAL WALL CONSTRUCTION 5/g" SHEET ROCK 2" X 10" CEILING JOISTS 16" O.C. L — — J \ WALLS AND CEILING W/ R-49 BATT. INSULATION 16' TJI JOISTS 360 SERIES L " SHEET ROCK SIDING PER SELECTION OF OWNER TYVEK HOUSE WRAP 1/2" 0 1 " OC. W/ 3/4" PLYWOOD WALLS AND CEILING TYPICAL WALL CONSTRUCTION 7'-0" T.C. WINDOWS S BFLOOR W MIN. SOUND CD X PLYWOOD SHEATHING ON 2" x s" WALL STUDS ® 16° INSULATION O.C. R-21 INSULATION r n SIDING PER SELECTION OF OWNER TYVEK HOUSE WRAP 1/2" U /I CD X PLYWOOD SHEATHING ON 2" X 6" WALL STUDS 0 16" HALL LAUNDRY ROOM O.C. R-21 INSULAIION 0 KITCHEN LIVING ROOM Q W 20 10 i LINE OF WALLS BEYOND m z TYPICAL FLOOR CONSTRUCTION TYPICAL FLOOR CONSTRUCTION 11 7/8" TJI FLOOR JOISTS 0 16 O.C. W ( l L I 11 7/8" TJI FLOOR JOISTS ® 16"O.C. W/3/4" PLYWOOD SUBFLOOR W/MIN. R-21 BATT. INSULATION v W/3/4" PLYWOOD SUBFLOOR W/MIN. R-21 BATT. INSULATION ! 1a'-0_T.O. FIRST FLOOR �El K I __J 2"x " ACQ SILL PLATE ' k 0 N4 z LLl TERMITES LDa'1SI�$I"ATjF,JOISTS 360 ERI S 2%6" ACQ SILL PLATE HEADER N \ O s/s' DIA. AtF��' TSB// 3/4" PLY 00 TER ITE SHIELD, SILL SEALER, 11 7/8" TJI JOISTS 360 SERIES C§J8�0®f� R-21 INSULA ION /8" DIA. ANCHOR BOLTS 0 16" OC. W/ 3/4" PLYWOOD 10" P.C. FOUNDATION WALL 10' HIGH @26"-0" O.C. SUBFLOOR R-21 INSULATION � ( 1 WITH #5 BARS 28" O.C. VERTICAL & �/ #5 BAR 28"O.C. HORIZONTAL 10" P.C. FOUNDATION WALL 10' HIGH I I Q BASEMENT ON 10"X 0" POURED CONCRETE FOOTING WITH #5 BARS 28" O.C. VERTICAL & L1J 10 W/(2) #5 BARS CONTINUOUS BASEMENT F #5 BARS 28"O.C. HORIZONTAL ON 10"X20" POURED CONCRETE FOOTING AOMAL J °i a, W/(2) #5 BARS CONTINUOUS 3 1/2" STANDARD STEEL PIPE COLUMN ON A 3 "X30"X15" DEEP 4" POURED CONCRETE SLAB POURED CONCRETE FOOTING. (TYP) 4 MILL VAPOR BARRIER 4" POURED CONCRETE SLAB 4 MILL VAPOR BARRIER s CROSS SECTION s CROSS SECTION 2 SCALE: 1/4" = 1'-0" 3 SCALE: 1/4" = 1'-0" Charles M . Thomas R TER TO WALL (14) 10d x 1 1/2" FASTENER . a r c h i t e c t PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 CS16 STUD TO BAND JOIST PROJECT (20) 1Od x 1 1/2" FASTENER Ridge Beam °_71 r ° Mrs16 D35 MTS12 I .I -� _ i• I 0 RIDGE ° ' CROSS SECTION MSTA I o DRAFTER D10 D58 LTP4 LTP4 ° Simpson Strong Tie o° pq 2/2/23 Li WITH CEILING COLLAR TIES Q 32" O.C. ° Uplift connectors shall PROJECT No. Simpson Strong-Tie CS-20x18" MIN. WITH (7) 10d COMMON NAILS bypass each other to DRAWING BY. CMT PER RAFTER INSTALLED OVER PLYWOOD ABU66 LTP4, spacing as requiredfoi prevent cross-grain CHK BY. RAFTER TO WALL ADJUSTABLE HANGER RIDGE STRAP TIE COLUMN HOLD DOWN shear. SSP spacing for uplift. tension of band joist. DWG No. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SILL TO RIM JOIST W-FO-0-7140-ol (12) 8d x 1 1/2" FASTENER 7 OF S THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLCATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PA T, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. THIS PROJECT IS IN COMPLIANCE WITH 2O20 RESIDENTIAL CODE OF NEW YORK STATE. ARCHITECT _T - - REVISIONS D E S C R I P T 1 0 M7 57 L Ill I I I Il I I I IN - - �l — 12 12 'W'+ - ROOF SHINGLES PER ROOF SHINGLES PER 12� 12 SELECTION OF OWNER - SELECTION OF OWNER 1" X 8' F SCIA 1' X 8' FA - - - I 1" X 8" FASCIA W/I"X2" VER W/1"X2" 0 _ _ _ W/1"X2" OVER 24 10 SIDING PER SELECTIO /O OWNER 5 4"X6" TRIM 5/4"X6" TRIM = - - - 5/4'X6" TRIM I F I �.__�- 8'-0" PLATE HEIGHT - - --' — - _ - 8'-0" PLATE HEIGH 7'-0" T.O. WINDOWS 7'-0" T.O. WINDOW — 5/4" WINDOW — 5/4" WINDOW I 5/4" WINDOW & DOOR SURROUNDS & DOOR SURROUNDS r & DOOR SURROUNDS (T Y P I C A L) (T Y P I C A L) �I (T Y P I C A L) r.,J 2 2 2 2 0 � o PANEL 1 PANEL 2 PANEL 3 PAI1 L 4 _SIDING PER SELECTION 3 56 30 6 OF OWNER EG SS EGF S i _SIDING PER SELECTION _ OF OWNER T.O. SLAB SIDING OPER SELECTION TT - - - 1 T.O. SLA 18'-0" - RIDGE 3'-6" 8'-8" 5-10" Simpson Strong—Tie v _ 2 32 �HDU (CORNER HOLD DOWN) 24 2 (TYPICAL THROUGHOUT, SEE DETAIL) n " o O ?1jo. 125 CFM EXHAUS � L _ 1FAN TO EXTERIOR ® / ui NCO 0FAN TO EXTERIOR L' JJJ .� 12 �� 2"X1O" CLG. JST. 0 16" O.C. �p 6'-0" 10'-8 "1 u RATH 12D F �� BATH/ 5�" SHEET ROCK �s HANGING R00 I �O)CHANGING' ROOJ WALLS AND CEILING ?0 I m l �� 0 0 161. Lj w O 1" X 8" F SCIA I > CY W/I"X2" VER 5/4"X6" TRIM I I I 2" 10" rr ' M 2"X1O' rr _j 0 8'-0" PLATE HEIGHT W r 7'-C" T.O. WINDOWS b I I o I In _0z z F Z Z 1 ` I �/ d J J I F•r?— tD W W •'i ui CO U U 1 — 5/4" WNDOW I c� c� I ilvw r PROP SED r f n iv & DOOR SURROUNDS PROPOSED } r U JI POOL HOUSE (TYPICAL) I POOL I Po L 00 W W W HOUSE o f it H Q W S r DETECTOR a O I w SMOKE W m I z (D DETECTOR J I J O w SMOKE W }, z z i� MONOXIDCARBE DE I O DETECTOR 1 O DETEOCTOR m 4" POURED CONCRETE SLAB I { 4 MILL VAPOR BARRIER I I ' T.O. SLAB - 17-0 2"x6" ACID SILL PLATE L COMPACT & FILLED W TERMITE SHIELD, SILL SEALER, 8" P.C. FOUNDATION WALL I I (3) 14" MICR LAM HEADER �..ee 5/8" DIA. ANCHOR BOLTS W/(2) #5 BARS, TOP & BOTTOM o Z (3) 14" MICROLAM HEADER @26"-0" D.C. CONTINUOUS ON 16"X16"X8" P.C. 16017 DOOR n/ O FOOTING W/(2) #5 BARS \\ \\\\ // Q + Lu18'-0" J Ridge Beam o , RIDGE RAFTER co i I I I R TER TO WALL Simpson Strong Tie WITH CEILING COLLAR TIES @ 32 O.C. (14) 10d x 1 /2" FASTENER CS-20x18" MIN. WITH (7) 10d COMMON NAILS PER RAFTER INSTALLED OVER PLYWOOD Charles M . Thomas ANT I I I I RIDGE STRAP TIE �(�' ROOF I I -� a r c h i t e c t I I UNEXCAVATED I ► SCALE: N.T.S,POOL HOUSE 4" POURED CONCRETE SLAB PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 i I o I I OVER 6 MIL. POLYETHLENE 00 CONNECT TO APPROVED _ 1 VAPOR BARRIER ON WELL 1 PROJECT F.A.I. &SANITARY SYSTEM COMPACTED POROUS FILL CD �1_1ny •V �--2Y SINKEN H LAV I W.C. FRESH AIR INLET I I I I MTS12 " 1 1 �_ 11 SLAB n I 1• 8" POURED CONCRETE FOUNDATION I 1 °1 11/2 11/r r I WALL ON 8"X16" POURED ( I MSTA 1 •I CONCRETE FOOTING CONNECT TO APPROVED P.V.C.PIPE PITCHED I I I 1 F.A.I. &SANITARY SYSTEM AS PER N.Y.S.CODE I I I o I°J I I I D10 D58 POOL HOUSE PLUMBING RISER DIAGRAM i L - - - - - - - - - - - - - - - � J cot Simpson Strong—Tie SCALE: N.T.S - - - - - - - - - - - - - - - - - - - - J DATE: 2/2/23 RAFTER TO WALL ADJUSTABLE HANGER PROJECT No. SCALE: N.T.S. SCALE: N.T.S. DRAWING BY. CMT CHK BY. DWG No. 8OF8 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBL CATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. - TOP PLATE FRAMING TO ACCO ADATE TABLE R 301.7 CORNER AND PARTITION POSTS ALLOWABLE DEFLECTION OF STRUCRURAL MEMBERS PIPING — 6 0 2. 7. 2 STUCTURAL MEMBER ALLOWABLE RAFTERS AND CEILING JOISTS OR APPROVED DEFLECTION ROOF TRUSS TOP PLATES RAFTERS W/ GREATER L/180 � SLOPES THAN 6 W/NO TOP PLATES �--- FINISHED CEILING SECOND STORY TOP PLATE— ��rr MM TABLE 3.1 ATTACHED TO RAFTERS TOP PLATE SEE DRILLING AND GYPSM BOARD INSTALf. � IN STUD INTERIOR WALLS AND H 180 NOTCHING PROVISIONS 16d NAIL AT 24 O.C. ACCORDANCE WITH / JOIST IS PERMITTED TO PARTITIONS FLOORS AND PLASTERED L/360 } .. BE CUT OR NOTCHED BORED HOLE MAX CEILINGS STUD FLOOR JOIST— BETWEEN THESE LIMITS WALL STUD— DIAMETER 60% ALL OTHER STRUCTURAL L/240 BORED HOLE MAX z SEE DRILLING AND SEE DRILLING AND BOTTOM PLATE NOTCHING PRDVISIONS NOTCHING PROVISIONS OF STUD DEPTH MEMEBE DIAMETER 40% EXT. WALLS S W/ PLASTER OR H/360 OF STUD DEPTH _0 WFCM SECTION 3.3.1.1.1 WFCM SECTION 3.4.1.1.1 WOOD STRUCTURAL PANEL STUCCO FINISHE 1/3 SPAN 1/3 SPA NSTALLED IN ACCORDANCE 5/8" MIN. TO EDGE EXT. WALLS-WIND LOADS L/240 5/8" MIN. TO EDGE y NAIL AT 6" O.C. WITH WFCM TABLE 3.1 WITH BRITTLE(b) FINISHES a T �ALL PANEL EDGES) — 8d NAIL AT 12 O.C. ON ALL EXT. WALLS-WIND LOADS L/240 5/8,� MIN. TO EDGE FOR BLOCKING JOIST ENDS TO BE FRAMING MEMBERS NOT AT NOTCH MUST NOT EXCEED WITH FLEXIBLE(a FINISHES NOTCH MUST NOT EXCEED BLOCKED AGAINST PANEL EDGES 40% OF STUD DEPTH NOTES: L= SPAN LENGTH, H = SPAN HEIGHT 25% OF STUD DEPTH TOP PLATE BAND JOIST AND BRIDGING ROTATION IN ACCORDANCE (a) CORNER DETAIL a. The wind load shall be OR BLOCKING SEE WFCM SECTION 3.3 permitted to be taken as o.7 times the cn WITH WFCM 3.3.1.3—END RESTRAINT GYPSM BOARD INSTALLED IN component and cladding loads for hte purpose of the determining BORED HOLES SHALL NOT w d NAIL AT 6 O.C. deflection limits herein. AND 3.3.1.4 BRIDGING ACCORDANCE WITH WFCM TABLE 3.1 BORED HOLES SHALL NOT BE LOCATED IN THE SAME IF HOLE IS BETWEEN 40% AND 60% o BEARING ALL PANEL EDGES) BE LOCATED IN THE SAME b. For cantilever memebers, L shall be taken as twice the lenght CROSS SECTION OF CUT OR OF STUD DEPTH THEN STUD MUST BE WALL of the cantilever. CROSS SECTION OF CUT OR 5/ " MIN. TO EDGE c. For aluminum structural members or paneles used in roofs or DOUBLE AND NO MORE THAN TWO 1 IN.x4 IN. RIBBON walls of sunroom additions or patio covers, not supporting edge of SUCCESSIVE STUDS ARE DOUBLED LAP JOIST 3 IN. MIN. /—CUT INTO STUD — glass or sandwich panels, the total load deflection shall not AND SO BORED cn co N exceed L/60. For sandwich panels used in roofs or walls of z N N BAND JOIST BOTTOM PLATE FOR FIRE BLOCKING o WOOD STRUCTURAL PANEL sunroom additions or patio covers, the total load deflection shall OR BLOCKING ° 16d NAIL AT 24" O.C. INSTALLED WFCMI T BLE03DANCE WFCM 2015 SB C HIGH WIND EDITION not exceed L/,20 TABLE R 301.2.2.2.1 WFCM 2015 SB C HIGH WIND EDITION � (0 M SILL PLATE � JOIST ,o e a 8d NAIL AT 6" O.C. ON ALL SECTION 3.4.3. 1 .1 FIGURE 3.3B WALL BRACING ADJUSTMENT FACTORS BY ROOF SECTION 3.4.2.1 .1 FIGURE 3.3 A CRAWL SPACE NOTCHING AND BORE HOLE LIMITATIONS COVERING DEAD LOAD NOTCHING AND BORED HOLE LIMITATIONS OR BASEMENT SUBFLOOR FRAMING MEMB RS AT PANEL FOUNDATION MONOLITHIC EDGES AND 12' O.C. ON ALL ROOF/CEILING ROOF/CEILING SLAB-ON-GRADE (b) INSIDE CORNER DETAIL FRAMING NOT AT FOR INTERIOR NONBE RING WALLS DEAD LOAD DEAD LOAD FOR EXTERIOR WALLS AND BEARING WALLS WALL SUPPORTING 15 psf or less 25 psf PLATFORM FRAMING INTERMEDIATE BALLOON FRAMING NOTCHING AND BORED �QLE LIMITATIONS EXTERIOR CORNER FRAMING ROOFONLY 1.0 1.2 FOR EXTERIOR BEARING AND INTERIOR 2x4 CONTINUOUS BEARING WALL FOR SIROOF USIONE STORY 1.0 POUND PER SQUARE FOOT =1 0.49 kN M 2 LATERAL BRACE AT 6' O.C. CAI TYPICAL WALL, FLOOR 8c ROOF FRAMING NON — BEARING WALLS: 602.E 2 o JOISTS a. LINEAR INTERPOLATION SHALL BE PERMITTED / ( ) LJ WIND—BORNE DEBRIS PROTECTION FASTENING SCHEDULE 2-10d NAILS (n N FOR WOOD STRUCTURAL PANELS ROOF FRAMING DOUBLE TOP PLATE FASTENER SPACING inches � . TRUSS OR CEILING JOIST � W ( ) SEE STUD TO RAFTER z FASTENER SPAN 4 FEET 6 FEET BL CKTNG SECTION A—A C PPLE TUD OR STUD TO STUD DETAIL i GAIBLE END TRUSS 3: n T PICAL TYPE < 4 FEET < PANEL SPAN < PANEL SPAN ENDWALL ONNECTORS Q < 6 FEET < 8 FEET 1/2" SPACINGS A A R QUIRED U — ALLOWS E jCH SIDE NO. 8 WOOD SCREW „ HOLDDOWN NAILS ANCHOR WITH 2" EMBEDMENT 16 10 8 INSTALLATION NAILS HEADER STUDS ----FULL LENGTH LENGHT DOUBLE A A WA STUDS 5d COOLER NAILS AT 10" O.C. � Q STUD (MIN. o NOTE: 2"x4" BLOCK NAILED TO EACH AT HARDW RE ° CORNER STUD UPLIFT CONNECTION IS REQUIRED BRACE WITH 4-10d NAILS NO. 10 WOOD SCREW 16" 12" 9" HOLDDOWN ° CONNECTED TO BLOCKING o TRANSFER SHEAR TYPIC IL AT EACH END OF HEADER AND ANCHOR WITH 2" EMBEDMENT (HDU) ° CONN CTO S AT BOTTOM OF HEADER STUDS IN GYPSUM BOARD z ADDITION TO CONNECTORS AT 0 L i NOTE: SIMILAR REQUI ED 5d COOLER NAILS AT 7 O.C. LENGHT ° ° ° CONNECTION AT EA H SIDE Co NEC R ° FOUNDATION. R UDR WALL STUDS AND AT TOP AND z 2-16d COMMON BOTTOM OF CRIPPLES 20 GAUGE STRAP w n 1/4" LAG SCREW BASED ANCHOR 16" 16" 16" SIDE WALL o NAILS AT 6' D.C. FLOOR BRACING A T EN D BAYS TYPICAL FRAMING AND UPLIFT 10-8d NAILS oUj WITH EMBEDMENT END WALL FIGI.) F,L_ 3. 6 CONNECTIONS FOR OPENINGS QSUBFLOOR ( WFCM � " 8d NAIL AT 4 O.C. ENDWALL STUDS a. THIS TABLE BASED ON 1$0 MPH WIND SPEEDS AND A 33 FOOT MEAN ROOF HEIGHT. I Li FACE OF FOOTING _ CEILING BRACING GABLE ENDWALL b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. FASTENERS SHALL BE LOCATED NOT LESS THAN 1" FROM EDGE OF PANEL. BAND JOIST w 12" MAX. ( WFCM FIGURE 11 ) c. ANCHORS SHALL PENETRATE THROUGH THE EXTERIOR WALL COVERING WITH AN "' co AILS BASED ON EMBEDMENT LENGHT OF NOT LESS THAN 2 INTO THE BUILDING FRAME. , , o ,� SHEAR WALL REQUIREMENTS FASTENERS SHALL BE LOCATED NOT LESS THAN 2 1/2" FROM THE EDGE OF CONCRETE BLOCK OR MASONRY. ' w O 777777 TOP PLATE U w d. PANELS ATTACHED TO MASONRY OR MASONRY/STUCCO SHALL BE ATTACHED USING Q o PROVIDE RAFTER TO VIBRATION—RESISTANT ANCHORS HAVING AN ULTIMATE. WITHDRAWAL CAPACITY OF NOT . ` H NO CEILING CENTER 2x BLOCKING RIDGE HANGERS IF RIDGE TENSION STRAP N LESS THAN 1,500 POUND'. ;w o H/2 BUT NEED OT �y H/ BUT NEED NOT DIAPHRAGM ON SHEATHING JOINT - t' USE 8—$d. COMMON NAIIS o ° ° EXC ED 15 FT. AX. EXCEED 40 FT. MA REQUIRED RAFTER TAILS QRENOT. EACH END OF 1-1/4 cv WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF`-1/16-INCH ("1.1 rn) ° ° 15 32 WOOD STRUCTURAL PANELS STRAPPED TO.-,TOP 20 GAUGE STRAP HOLDDOWN CORNER STUD w ON CABLE FACE AND ON WALL BELOW PLATE OF WALL BELOW ~ (HDU) o ° ° CONNECTED TO ROOF RAFTER o ° o TRANSFER SHEAR BASED ON SHEARWALL REQUIREMENTS V) FOUNDATI-ON CLEA ANCE FROMGABLE ENDWALL BALLOON FRAMING ° o SLOPES 20 GA. STRAP— DOUBLE AT DARDIWARE PREFERRED METHOD z 1 4 WIDE MIN. 8d NAIL AT 12" O.C. ON ° RAFTER Q HOLD DOWN ° W/(8) 8d NAILS ALL FRAMING MEMBERS EACH SIDE B ACKETS AT SHEAR WALL CORNERS NOT AT PANEL EDGES Q WINDOW AND DOOR OPENINGS: GYPSUM BOARD z (FLOOR TO FLOOR & FLOOR TO FOUNDATION; WFCM W RIDGE BEAM ♦^ 16d NAIL AT v, M FLOOR TO FLOOR PHD5 24" O.C. RIDGE TENSION STRAP DETAIL_TABLE R301 . 5 NOTESCONNECTION ° N FOR Sk 1 POUND PER SF= 0.0479 kN/M(2), 1 POUND = 4.45N. SIDE WALL a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING -- EXTERIOR WALL STRAPPING SC EDULE 8d NAIL AT 6" A 2,00 POUND LOAD APPLIED OVER A 20 SQUARE INCH AREA. CID AREA HOLDDOWN USED LENGTH NUMBER OF CAPACITY OF HOLDDO NS NOTES O.C. (ALL PANEL b. APPPLIED TO ATTIC SPACES MEETING THE REQUIREMENTS IN T A B L E R301 . 5 ® � / SECITRON R802.4.1 FOR CONVENTIONAL CEILING JOISTS AND NAILS EDGES) SECTION R802.10.7 FOR TRUSSES. ATTICS WITHOUT STORAGE ARE RIDGE SIMPSON CS-20-4C INCHES MIN. 6-8d PER RAFTER 602 LB RAFTER TO RAFTER WOOD S RUCTURAL PANEL THOSE WHERE THE MAXIMUM CLEAR HEIGHT BETWEEN JOINST AND INSTALLED IN ACCORDANCE WITH RAFTER IS LESS THAN 42 INCHES, OR WHERE THERE ARE NOT TWO „ I S i m p s o n Strong — Tie RAFTER TO STUD SIMPSON H-7 ANCH R 4-8d TO RAFTER 985 LB PER EVERY RAFTER NAILING SCHEDULE (TABLE 3.1 OR MORE ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION MINIMUM UNIFORMLY DISTRIBUTED LOADS ( PSI ) T 8-8d TO STUD CONNECTION CAPABLE OF CONTAINING A RECTANGLE 42 INCHES HIGH BY 2 A 3 5— Chimney Framing , 2-8d TO PLATES WCFM HI H WIND EDITION) FEET WIDE, OR GREATERE, LOCATED WITHIN THE PLANE OF THE ■ FLOOR TO FLOOR SIMPSON CS-20-40 INCHES MIN. 40-8d 1005 LB PER EVERY STUD TRUSS. FOR ATTICS WITHOUT STORAGE, THIS LIVE LOAD NEED NOT I '� z CONNECTION A OUTSIDE CORNER DETAIL BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOADUSE LIVE LOAD - STUD ROOF RAFTER RIDGE DETAIL REQUIREMENTS. ~ STUD T SILL PLATE SIMPSON H-8 5-Bd TO STUD 745 LB EVERY STUD c. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE � o 4-8d TO PLATE 1 GYPSUM BOARD 8d NAIL AT UNIFROMLY DISTRIBUTED LIVE LOAD OR A 300 POUND n- NOTES: SIMPSON STRONG TIE HDU 6" O.C. (ALL CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE EXTERIOR BALCONIES 40 `" 3 SCALE: N. T.S. ALL STRAPPING INDICATED MEETS OR EXCEEDS THE REQUIREMENTS IN THE SBCCI (STANDARD FOR HURRICANE RESISTANT RESIDENTIAL SIZE PER MOST RECENT ATALOG PANEL INCHES, WHICHEVER PRODUCES THE GREATER STRESSES. — I CONSTRUCTION, SSTD 10-99) TABLE 305 F1 FOR EAVE CONNECTIONS, TABLE 305 F2 FOR UPLIFT LOADS AT GABLE END WALLS AND SIDE WALL d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT TABLE 3.2 FOR FOUNDATION CONNEC IONS. NAILING OVER STRUCTURAL WOOD PANEL SHEATHING IS ACCEPTABLE AS LONG AS MIN. ° EDGES) ANY POINT ALONG THE TOP DECKS 40 0 NAIL PENETRATION INTO FRAMING IS NCHIEVED. e. SEE SECTION R502.2. FOR DECKS ATTACHED TO EXTERIOR WOOD STRUCTURA_ WALLS. PASSENGER VEHICLE GARAGES 50 III * INSTALL THROUGH FIRST FLOOR SHOE, PANEL INSTALLED IN f. GUARD IN - FILL COMPONENTS (ALL THOSE EXCEPT THE HANDRAIL) , BALUSTERS AND PANEL FILLER SHALL BE DESIGNED Cz L x® ACCORDANCE WITH TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 ATTIC WITHOUT STORAGE 10 ®I NAILING SCHEDULE 16d NAIL AT POUND ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED o (TABLE 3.1, WCFM 201-D 24" O.C. NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE ATTICS WITH STORAGE 20 m LOAD REQUIREMENT. ITt o �I HIGH WIND EDITION) g. APPLIES TO ATTICE SPACES NOT MEETING THE REQUIREMENTS U tV ®I z FOR STORAGE PER FOOTNOTE b. SEE SECTION R802.4.2 FOR ROOMS OTHER THAN SLEEPING ROOMS 40 ®I 8d NAIL AT 6 O.C. ON CONVENTIONAL CEILING JOISTS AND SECTION R802.10.6 FOR ALL FRAMING MEMBERS TRUSSES. FOR ATTICS WITH LIMITED STORAGE AND CONSTRUCTED SLEEPING ROOMS 30 AT PANEL EDGES AND g INSIDE CORNER DETAIL WITH TRUSSES, THIS LIVE LOAD NEED ONLY BE APPLIED TO THOSE 12" O.C. ON ALL PORTIONS OF THE BOTTOM CHORD OF NOT LESS TAHN TWO FRAMING MEMBERS NOT ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION STAIRS 40 CONTAINING A RECTANGLE 42 INCHES (1067mm) HIGH OR GREATER AT PANEL EDGES BY 2 FEET (610 mm) WIDE OR GREATER, LOCATED WITHIN THE GUARDRAILS AND HANDRAILS 200 SHEET NO. PLANE OF THE TRUSS. THE RECTANGLE SHALL FIT BETWEEN THE 2 CORNER BRACING DETAIL TOP THE BOTTOM CHORD AND BOTTOM ANY OTHER TRUSS 0 MEMBER, PROVIDED THAT EACH OF THE FOLLOWING CRITERIA IS MET: �• �•• o EXTERIOR CORNER FRAMING 1. THE ATTIC AREA IS ACCESSIBLE BY A PULL - DOWN STAIRWAY 3 S ALE. N. T.S. OR FRAMED OPENING IN ACCORDANCE WITH sECTION 807.1:AND r o n g — Tie 2:12HE TRUSS SHALL HAVE A BOTTOM CHORD PITCH LESS THAN Simpson St HDU h ATTIC SPACES SERVED BY A FIXED STAIR SHALL BE DESIGNED TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR SLEEPING ROOMS. (TABLE 3.2A WFCM 2018 HIGH WIND EDITION) The design of this structure is based upon ( TABLE 3. 1 WFCM 2018 HIGH WIND EDITION ) SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT Wood Frame Construction Manual (WFCM) 2011prescripe 8 130 tive MPHaCOPYRIGHTI 015 sec published b The American Forest and Pa NAILING SCHEDULE CONNECTIONS RESISTING UPLIFT LATERAL & SHEAR LOADS P Y per Association. Non- Structural elements GENERAL N o T E s: are based upon the 2020 NEW YORK STATE RESIDENTIAL CODE. ANCHOR BOLT CONNECTION FOUNDATION MAX. ANCHOR BOLT SPACING (INCHES)NOTES 1,2,3,4 municipal, local zoning and building codes and ordinances COMMON NAIL 1 - FLOOR 1. All works shall be performed in accordance With all State,RESISTING SUPPORTING For the Climatic and Geo ra hical Design Criteria, see Table R301.2(1 on JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING 1/2" ANCHOR BOLTS 31 sheet no. 1 g P g ) having jurisdiction and best standards of construction LATERAL AND SHEAR LOADS 2 - FLOORS 5/8" ANCHOR BOLTS 48 9 gas Fir#2 or better practice. < ' RAFTER TO TOP PLATE TOE-NAILED . 4-8d PER RAFTER/STUD All non engineered Wind Limitations-Section R301.2 lumber to be 1 Douglas 1. PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.28 The American Institute of Architects Conditions shall apply 2. WHEN ANCHOR BOLTS ARE USED TO RESIST UPLIFT, LATERAL, AND SHEAR LOADS, THE MAXIMUM ANCHOR BOLT SPACING SHALL NOT EXCEED THE Design Criteria-Section R301.2.1.1. (See Table R301.2.(4)A for Wind-Born Debris to all work performed on this project. CEILING JOIST TO TOP PLATE TOE-NAILED 4-8d PER JOIST LESSER OF THE TABULATED VALUES FOR UPLIFT LOADS (TABLE 3.2C) OR LATERAL AND SHEAR LOADS (TABLE 3.2B). Protection Fastening Schedule For Wood Structural Panels) 2. The Contractor shall verify all conditions at the site. Any 3. FOR THREE SECOND GUST WIND SPEEDS GREATER THAN 130 MPH. discrepancies must be brought to the attention of the Architect CEILING JOIST TO PARALLEL RAFTER FACE-NAILED 9-16d EACH LAP 4. IN NO CASE SHALL ANCHOR BOLT SPACINGS EXCEED 6 FEET ON CENTER. Live Load-Section R301.5 prior to commencement of construction. The Contractor shall be CEILING JOIST OVER PARTITIONS FACE-NAILED 9-16d EACH LAP Light and Ventilation-Section R303 responsible for corrections not reported once he has started work Minimum Room Area-Section R304 except for hidden job conditions. z COLLAR TIE TO RAFTER FACE-NAILED 6-8d PER TIE Ceiling Height-Section R305 3. Contractor shall guarantee to the Owner that all materials and p Sanitation-Section R306 equipment incorporated in the work will be new, and that all work _ BLOCKING TO RAFTER TOE-NAILED 2-8d EACH END Toilet Bath and Shower Space-Section R307 will be of good quality, free from faults and defects for a period Glazing-Section R308 of one year form the date of the final Certificate of Occupancy. _ Ye P Y• 2-16d EACH ENDGaragesp 4. The Architect shall not be responsible for the construction means, TRIM BOARD TO RAFTER END-NAILED Emergency n Escape and Rescue Opening-Section R310 method techniques, sequences or procedures, or for the safety WALL FRAMING g y Pq q p y _ Means of egress-Section R311 precautions and programs in connection with the work, and he SEE NOTE 1 PER FOOT Landing-Section R311.3 shall not be TOP PLATE TO TOP PLATE FACE-NAILED 2-16d responsible(SEE for the contractors failure to carry out Romps-Section R311.6 the work in accordance with the construction documents. The, TOP PLATE AT INTERSECTION FACE-NAILED 4-16d JOINTS - EACH SIDE Stairway-Section R311.7 Architect shall not be responsible for the acts or omission by Cn Handrail-Section R311.7.8 the contractor No changes shall be made in the documents w 2-16d 24' O.C. and/or the building as designed without the expressed written o STUD TO STUD FACE-NAILED Guards-Section R312 HEADER TO HEADER FACE-NAILED Smoke Alarms-Section R314 l6d 16" O.C. ALONG EDGES consent of the Architect. Carbon Monoxide Alarms - R315 5. The contractor and all subcontractors shall maintain continuous Foam plastic-Section R316 insurance coverage statutory policies (Worker TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-16d PER 2X6 STUD Flame Spread and Smoke-Section R315 Compensation etc.) and general liability in an mount not cn Insulation-Section R316 cD -1 d PER 2X6 STUD Y and damn tha n an $ 5 million and automobile liability N N 4-16d PER 2X8 STUD Dwelling Unit Separation-Section R317 l e 9 oz N Moisture Vapor Retarders-Section R318 coverage not less than $ 2 million. The Architect shall be r- \ \ FACE-NAILED 2-16d (SEE NOTE 1,2) PER FOOT Protection Against Decay-Section R317 named insured on any and all policies. > N\ \ 9 FLOOR FRAMING Protection Against Termites-Section R318 6. Provide 0.025" of a meatal shield, other than aluminium, over fibrous Site Address-Section R319 insulation at all perimeter sills. JOIST TO SILL TOP PLATE TO GIRDER TOE-NAILED 4-8d PER JOIST Accessibility-Section R320 7. All wood in contact with concrete or masonry to be Wolmanized Elevators and Platform lifts -Section R323 or pressure creosoted. BRIDGING TO JOIST TOE-NAILED 2-8d EACH END Flood Resistant Construction-Section R324 8. A single station smoke detector alarm device shall be installed in each bedroom, on all floors and shall be all interconnected per code. BLOCKING TO SILL OR TOP PLATE TOE-NAILED 3-16d EACH BLOCK Foundation-Chapter 4 9. All bathroom without operable windows to be mechanically ventilated 3-16d Design based upon presumptive load bearing values of sandy gravel and or gravel as per New York State Code. LEDGER STRIP TO BEAM FACE-NAILED EACH JOIST at 3000 pounds 10. Heating to be designed to provide 70 degrees F. with outdoor JOIST ON LEDGER TO BEAM TOE-NAILED 3-8d PER JOIST per square foot. Contractor to consult Arcitect if different soil materials are designed air-temperature of 0 degrees F. and 15 MPH wind. found upon excavation, 11. All electrical work to be in accordance to the rules and 0 BAND JOIST TOJOIST END-NAILED 3-16d PER JOIST or test hole, for alternative footing and foundation wall design. regulation of N.Y.B.F.U. and a N.Y.B.F.U. certificate is _ to be presented to the Owner at the completion of the job. BAND JOIST TO SILL OR TOP PLATE TOE-NAILED 2-16d PER FOOT Foundation Notes: 12. Plumbing Installation to comply with State and Local codes 2-8d EACH END 5/8" Ancor Bolts (SSTB-28) See chart on this sheet for spacing and the sewage disposal system to meet Health Department standards. w 0 BLOCKING TO FLOOR JOIST TOE-NAILED 8" poured concrete foundation wall, 8'-0" high, 3000 # test 13. Do not scale drawings. Use figure dimensions only. (n ROOF SHEATHING Minimum depth-Section 403.1.4, 48' minimum coverage to top of footing 14. All work to conform to the rules and regulations of the New York N Energy Conversation Construction Code. All glazed area to be double 16"x8" poured concrete wall footings, 3000# test glazed and all exterior door to have insulated cores. STRUCTURAL PANELS RAFTERS OR TRUSSES SPACED UP TO 16" OC Sd 6" EDGE / 6" FIELD 2-1 3 4'x11 7 8 Microlam Girder or 3 1 2 x11 7 8 Power Beam / / ( / » / ) 15. The insulation protection as indicated on these plans exceeds W GABLE ENDWALL RAKE OR RAKE TRUSS W/O GABLE OVER-IANG 8d 6" EDGE / 6" FIELD 4" poured concrete floor slab with 6x6x#10 mesh and vapor barrier the Code's minimum standards. z „ Damp proofing at exterior foundation below grade-Section R406 16. These drawings and specification are instruments of service and 8d 6 EDGE 6 FIELD g P GABLE ENDWALL RAKE OR RAKE TRUSS W STRUCTURAL DUTLOOKERS / 30 x30"x12 deep poured concrete column footings, 3000 test shall remain the property of the Architect whether the project for > P P g # CONCRETE TO HAVE 5 TO 7% AIR-ENTRAINMENT which they made is executed or not. They may not be used Q 0 GABLE ENDWALL RAKE OR RAKE TRUSS W LOOKOUT BLOCKS 8d 4" EDGE / 4" FIELD Deck and porch flootings as noted, 3000# test, 48" minimum buried depth on any other project except by written authorization of the Architect. CEILING SHEATING 17. Architect has not been retained for site supervision, on-site U Foundation wall to extend a minimum 8" above finished grade inspection and certifications as required or requested by the Owner, Q GYPSUM WALLBOARD I 5d COOLERS 7" EDGE / 10" FIELD All footing to be carried down to undisturbed soil contractor or local building department. WALL SHEATHING No footing shall be set higher than a 30 degree angle from any other footing O Pour no concrete on frozen ground or in freezing water. " 8d 6" EDGE 12" FIELD Provide 3 1/2' steel lally columns. Q STRUCTURAL PANELS STUDS SPACED UP TO 16 OC / Backfill shall not be placed against the wall until the wall has sufficient UPLIFT - CONTINUOUS PATH CONNECTORS strength and has been anchored to the floor above, or has been sufficiently CC braced to prevent damage by the backfill (Section R404.1.7.) USE SIMPSON STRONG-TIE CONNECTORS L Floors - WFCM Prescriptive Method. FOLLOW PRODUCT SELECTION GUIDE AND z Floor framing shall be nailed in accordance with Table 2 WFCM HIGH WIND EDITION. INSTALLATION MANUAL FOR HIGH WIND RESISTANT I Draftstopping - Section R502.12 CONSTRUCTION CATALOG C-HW02 W GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD Fireblocking - Section R502.13. z Q ANCHOR BOLTS IN FOUNDATION USE: W Floor Construction: SSTB28 WITH BEARING PLATE, SEE FOUNDATION Simpson Strong-Tie - 3/4" plywood subfloor, fasten per Table 3.1 WFCM. NOTES FOR SPACING Q Floor joists: see Foundation and Floor Plans, spacing as noted. U210 2X6 Q Fasten per Table 3.1 WFCM. SILL PLATE TO RIM JOIST USE: AT EACH RAFTER Q W 2-2x6 ACQ sill with termite shield and sill seal. LTi'4 16" O.C. AT EXTERIOR PERIMETER Finish floors per agreement. AND GARAGE/HOUSE COMMON WALL 4-1Od x 1 1/2" Wall construction - WFCM Prescriptive Method. USE (4)-8d NAILS AT EACH END FLOOR SHEATHING Wallfroming and finishing shall be nailed and or screwed in accordance with GARAGE STUD GARAGE SILL PLATE USE: WFCM, Table 2 and Section 4 SSP CONNECTOR AT 16" O.C. NOTE: ' STRUCTURAL PANELS " r' 1 x6 fascia, wrap Overhangs as noted. USE (4)-8d NAILS AT EACH END ATTACH LEDGER TO FRAMING 1' OR LESS 8d 6 EDGE 12 FIELD Vinyl vented soffits. RIM JOIST TO STUD CONNECTION USE: GREATER THAN 1" lOd 6 MEMBER WITH 2-1/2" X 5" LAG Alluminum gutters and leaders. Siding: see Elevations. / Tyvek housewrop. MTS 36, 16" O.C. B " EDGE 6 FIELD 1/2' plywood sheating, see fastening schedule, Table 3.1, 3.9 WFCM. USE (4)-8d NAILS AT EACH END OLTS AT 16" ON CENTER 2x4x Studs ® 16' o.c. with 2x4 shoe and double 2x4 plate FLOOR TO FLOOR CONNECTION USE: 1/2" Gypsum wall board MSTA 36, 16' O.C. 5 8"T e X GWB in USE (4)-8d NAILS AT EACH END N � yp garage. (2) layers �" GWB at fire partition Simpson Strong-Tie 1 2" MR GWB in wet areas RAFTER TO STUD CONNECTION USE: 0 At least one window in each sleeping room shall comply with the exit reqirements MTS 36, EACH ROOF RAFTER U210 2X6 C*4 of section R310. USE 8 16d NAILS AT EACH END F-- Note drilling and notching limitations in figure R602.6(1) for bearing walls and RAFTER TO RIDGE TO RAFTER CONNECTION USE: AT EACH CEILING JOIST :2 0- figure R 602.6(2) for non - bearing walls. H7 EACH ROOF RAFTER 4-1Od X 1 1/2" () � SIMPSON STRONG - TIE Follow exterior corner framing detail figure R602.10.5 „ 9 9 1 1 /4 COIL STRAP - DECK POST TO CONCRETE CONNECTION USE: 16" O.C. USE 4-SD Roof assemblies - WFCM Prescriptive Method (WFCM table 2) Asphalt strip shingles PBS44A FOR EACH POST shall have minimum of six (6) fasteners per shingle (section R905.2.5) Underlayment application (Section R905.2.7.)nailing see table 3.8 DECK POST TO GIRDER CONNECTION USE: NAILS AT EACH STUD SIMPSON For roof slopes of two (2) units vertical in twelve (12) units horizontal (17- PC44 FOR EACH POST < » SIMPSON H-8 USE W/ONLY 5 " percent slope), o _J MIN OVERLAP IS 12 5- 8D TO STUD ONE SILL �� ANCHOR BOLT (14") BP-3 PLATE u to four 4 units vertical twelve 12 units horizontal 33 GIRDER TO DECK JOIST CONNECTION USE: Simpson Strong-Tie 4- 8D TO PLATE PLATE IN P ( ) ( ) ( -percent slope ), P 9 (EVERY STUD) STUD TO SI 7' MINIMUM MBEDMENT underlayment MTS12 ® EACH JOIST :,• U210 2X6 (SEE ANCHORSCHEDULE, shall be two (2) lyers applied in the following manner. Apply A 19-inch (483)strip ° PORCH POST TO DECK USE: p AT EACH DECK/PORCH JOIST ATTACH T of PS720 (ALIGN WITH JOIST BELOW) ON DWGS A 3.1 AND A-3.2) underlayment felt layers with and starting at the eaves , fastened sufficiently to •� SIMPSON hold in place. PORCH POST TO GIRDER USE: PS720 +J 5 Starting at the eave , apply 36- inch wide (914 mm( sheets of underlayment, PORCH ROOF RAFTER TO GIRDER USE: HDU overlapping °�• (14) SDS Y' X 3" WOOD SCREWS H2.5A AT EACH ROOF RAFTERCIO successive sheets 19 inches (483mm), and fstened sufficiently to hold in place. 4-1 Od X 1 1/2 ,` 7" MIN EMBEDMENT o o For roof slopes of four (4) units vertical in (12) units. (, N 0 . (SEE FOUND TION PLANS A-3.1 AND TYPICAL PORCH DECK LEDGER- (SEE D .• •: . ° �° ° .• . 1 o Ice Protection Section R905.1.2. )a, a ° 1 °� A-3.2 FOR OCATION) Underla ent in High wind (Section R905.1.1 4 (MINIMUM DOUBLE STUD) o Ym 9 ( ) CONNECTIONS °° ' SIMSON STRONG - TIEFlashing (Section R905.2.8) 0 A ° a '.a o�A. '° , ,II r 11 o r. J ,� Chimney and firespaces - Chapter 10 STU Y2 BEARING PLATE A. o ° ° Ip v 1 1/4 COIL STRAP 16 O.C. Energy y - Chapter 11, see attached report ° Ener Efficiency ^ .'° •• ' a al a • ' 11 Mechanical - Chapter 12 DOUBLE 2X MIN. D .'° ••°•". ,• ° 4• Qua 4' 4. . n USE 4-80 NAILS © EACH STUD, General Mechanical System - Chapter 13 FOR HEADER OR a Heoitng and cooling equipment - Chapter 14 BEAM •d411'D a ° Exhaust Sustem - Chapter 15 >- 0. �'°.. ' ° � Duct System - Chapter 16 z �'^ °• ° DOUBLE TOP PLATE MTS30 ROOF RAFTERS Combustion Air - Chapter 17 Simpson Strong-Tie Tie D G s° C °° 'ii� °n `° P P 9- . Chimneys and Vents - Chapter 18 AC4 �- c SSP Plumbing - Part VII AT EACH POST o i';•, SEE FLAN a 1 3/4' IMUM ,° °.°aD;, ° U UFlood Zone - 301.2.4 cn EDGE DISTANCE ',•4° e' °D N LU FLOOR TO FLOOR • ' P^DER L TA21 : I •: : 4 Simpson Strong-Tie r 1 ° KIND 0 CONNECTION STUDS CS20 1%" COILED Y2' THREADED ROD i STRAP. MIN 12" REQUIRED FOR STU 1/2 JACK STUDS OVERLAP AT EACH L SIMPSON STRONG -- TIE STUD x .,� 1 1 /4" COIL STRAP SIMPSON STRONG-TIE - H2A 2"MINIMUM CNW NUT COUPLER o 16" O.C. USE 4-8D AT EACH ROOF SIDECOVER NAILS AT EACH STUD RAFTER USE 8-16D » \ I ° MIN EDGE MIN OVERLAP IS l e2 NAILS AT EACH END, JACK 0 SI L 1 ®® DISTANCE* 12" MIN OVERLAP PER RT2.5 ° i COMPONENT `' " STUD TO ROOF RAFTER sTHD� •'"����°.:••:a�=' • - • '�°••' MIN EDGE SHEET DISTANCE* I WRAP UNDER SILL PLATE CONNECTION FLOOR TO FLOOR Simpson Strong-Tie AB *NOTE: SEE MANUFACTURERS MIN. 0�I/ERLAP IS 12" TYPICAL STRAPPING OR C 0 N N E C TI O N S. AT EACH POST FOOTING MINIMUM DISTANCE CHART FOR SILL PLATE TO RIM JOIST AND FRAMED OPENING EXTERIOR WALL CANTILEVER CONDITION INSTALLATION i RIM JOIST TO STUD CONNECTION WALL_ TO FOUNDATION CONNECTION PORCH COLUMN CONNECTIONS-