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HomeMy WebLinkAbout46936-Z 4s fF.t _ Town of Southold 8/4/2022 a y P.O.Box 1179 - _ r- 53095 Main Rd y ,� + ' Southold,New York 11971 I i CERTIFICATE OF OCCUPANCY No: 43309 Date: 8/4/2022 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 200 Hyatt Rd., Southold SCTM#: 473889 Sec/Block/Lot: 50.-3-8 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/24/2021 pursuant to which Building Permit No. 46936 dated 10/7/2021 was issued,and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single-family dwelling with unfinished basement,covered front entry,rear wood entry,rear deck, outdoor shower,and attached garage with recreation room above as applied for. The certificate is issued to GCG Bayberry LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-21-0143 6/28/2022 ELECTRICAL CERTIFICATE NO. 46936 8/1/2022 PLUMBERS CERTIFICATION DATED 8/1/2022 P it Swot Plumbing&H tin LLC oriz d ignature TOWN OF SOUTHOLD �y BUILDING DEPARTMENT y z TOWN CLERK'S OFFICE "y • SOUTHOLD NY 4 , 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#: 46936 Date: 10/7/2021 Permission is hereby granted to: Dato, Margaret 469 N Wood Rd Rockville Centre, NY 11570 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 200 Hyatt Rd., Southold SCTM #473889 Sec/Block/Lot# 50.-3-8 Pursuant to application dated 9/24/2021 and approved by the Building Inspector. To expire on 4/8/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,565.20 CO-NEW DWELLING $50.00 Total: $2,615.20 B ' ding Inspector pF SO!/r�Ql 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 sean.devlinc@-town.southold.ny.us Southold,NY 11971-0959 QIycQUNTI BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: GCG Bayberry LLC Address: 200 Hyatt Rd city:Southold st: NY zip: 11971 Building Permit#: 46936 Section: 50 Block: 3 Lot: 8 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Johnson Electrical License No: 58338ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 73 Ceiling Fixtures 44 Bath Exhaust Fan Service 3 ph Hot Water Gas GFCI Recpt 12 Wall Fixtures 12 Smoke Detectors 7 Main Panel 150x2 A/C Condenser 2 Single Recpt Recessed Fixtures Heat Detectors 1 Sub Panel A/C Blower 2 Range Recpt Gas Ceiling Fan 4 Combo Smoke/CO 3 Transformer UC Lights 16' Dryer Recpt Emergency FixtureTime Clocks Disconnect Switches 66 4'LED Exit Fixtures Pump Other Equipment: Fridge, Oven, Hood, Micro, Mini Fridge, DW Notes: New Two Story w/ Unfinished Basement Inspector Signature: Date: August 1, 2022 S.Devlin-Cert Electrical Compliance Form S Town H- ll Annex aer Telephone(631)765-1802 54375 Main Road Fax(631)-765-9502 .P.O.Box 1179 Southold,NY 11971-0959Q' BUILDING DEPARTMENT TOWN OF SOUTHOLD ClERTIFIC.A. TY.®1N. Date:. Building Permit No. -1 Owner:. ou -ear r L L C. (Please print) Plumber:. P h.1. (Please print) tl I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (Plumbers Signature)' Sworn to before me this day of 20 Z GARY T.LUKACHINSIQ Notary Public,State of New York No.01LU5032375 NotaryPublic, - Qualified in Suffolk County County Commission Expires August 22,2011� Of SOUTy�� * TOWN OF SOUTHOLD BUILDING DEPT. �ycou765-1802 INSPEC101N [ ] FOUNDATION 1ST [ OU PLBG. [° ] UNDATION 2ND" [ ] INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL j ] FIREPLACE &CHIMNEY [ ] FIRE-SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REM RKS: k/ st DATE---------------- //;//,v INSPECTOR �o��pf SO(/Tyolo ��V # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST ROUGH PLBG. [ ] FOUNDATION 2ND [ ] ,INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY' [ ] FIRE SAFETY.INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION - [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: �� w.,A DATE Zf Z INSPECTOR ! SOUjyO # # TOWN OF SOUTHOLD BUILDI G DEPT. cou765-1802 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 REMARKS: �Tvv 0 S4-0 r DATE ZZ INSPECTOR OF SOUTyo — h # # TOWN OF SOUTHOLD BUILDING DEPT. courm,��' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [rULATIOWCAULKING FRAMING/STRAPPING [ AL 9p [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CO VIOLATION [ ] P E C/O [ RENTAL R ARKS: zG v v DATE INSPECTOR OFSOUIyo� 1,00 yOL�l-129 # # TOWN OF SOUTHOLD BUILDING DEPT. �ycou631-765-1802 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) In- ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE INSPECTOR des • 3 L -� {1 X1 45b LMS 9 z 4* 1 4ml 41 + 4t 44 24 1 t �r o �3 I �d 1 Sew -- 3tsf3t3 +3+ 1� � 31 — 66 aw 30 Alco Z- A% SPAK/C.o - x -*1 • Clas stoat, 4T 1 ,.,, 1 - - O.w. t 3 4 -. 3• ISA A-cc 1' TO 14 (,1-) Gzl " E�"NK" load Short Form 'Job: 200 Hyatt Road East 1-1 EY GLUTI'ON5 Date: 08/02/2022 d Id By: Marvin Murillo Home Energy Solutions 187 E.Main St,Huntington,NY 11743 Phone:631-673-0664 Email:GbLaMay3@gmail.cbmWi6:w-"ww.home-enefgysolutions.com - .-- Project • • For: Pav-Thomas Residence 200 Hyatt Road East, Southold, NY 11971 Design Information Htg Clg Infiltration Outside db(°F) 15 85 Method Simplified Inside db(°F) 72 75 Construction quality Average = Design TD(°F) 57 10 Fireplaces 1 (Average) Daily range - L Inside humidity(%) 3.5 50 Moisture difference(gr/lb) 32 38 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 Btufi-: 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•H20 Static pressure. 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Cig•AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) AH#1 1591 24344 17307 953 953 AH#2 2034 32064 20456 1140 1140 Whole House ? 3625 . 56408 37619 2093 2093 Other equip loads 13478 2442 Equip. @ 0.90 . RSM' . _36215 Latent cooling ; . 8150 TC 7® b - 3625 69886 I 44365 I 2093 I 2093 AUG 0 3 2022 BULDING DEPT TOWN OF SOUTHOLD Calculations approved by ACCA to meet all requirements'of Manual J 8th Ed. wrightts® :2022-Aug-b3 13-36:28 Right-Suite®Universal 2021 21.0.08 RSU25299 page 1 ...n-J-S-D HyattRoad 20D Pav-Thomas Residence.rup Calc=MJ8 Front Door faces:SW HQM-C EN -kGY Load Short Form Job: 200 Hyatt Road East S 0 L U T.l AD 4 S Date: 08/02/2022 n� • , - AHP By: Marvin Murillo Home Energy Solutions 187 E.Main St,Huntington,NY 11743 Phone:631-673-0664 Email:GDLaMay3@gmaii.comWeb:.www.home-energysolutions.com Project • • For: Pav-Thomas Residence 200 Hyatt Road East, Southold,,NY 11971 , Design Information Htg Clg Infiltration Outside db(°F) 15 85 .Method Simplified Inside db(°F) 72 75, Construction,quality Average Design TD(°F) 57 10- Fireplaces, 1 (Average) Daily range - L Inside humidity(%) 35 50 Moisture difference(gr/Ib) 32 38 HEATING EQUIPMENT COOLING EQUIPMENT Make NAVIEN, INC. Make American Standard Trade NAVIEN Trade AMERICAN STANDARD Model NCB-240/130H _ Cond 4A7L6030A1 AHRI ref 205400818. Coil GAM5BOB36M31 AHRI ref 10225060 Efficiency 95 AFUE Efficiency 13.0 EER, 16 SEER Heating input 130000 Btuh Sensible cooling 20020 Btuh Heating output 120000 .Btuh Latent cooling 8580. Btuh Temperature rise 115 OF Total cooling 28600 Btuh - Actual air flow 953 cfm Actual airflow 953 cfm Air flow factor 0.039 cfm/Btuh Air flow.factor 0.055 cfm/Btuh Static pressure 0.70 in,H2O Static pressure, 0.70 in H2O Space thermostat Load sensible heat ratio 0.75: ROOM NAME Area' _ Htg load. Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) Writ) Great Room 320 5445 4133 213 228 Dining Room 240 . 2694 2087. 105 115 Kitchen 238 2406 3399 94 187 Laundry 84' 1902 1338 74 74 Mud Room 63 883. 241 35 13 PWDR 58 1394 316 55 17 - Guest Bedroom 203 3390 2091 133 115 Foyer 130 1926- - 394 75 22 . Living Room 224 . 4.305 3309 169 182 Stairs 1 32 0 0 0 0 ,Calculations approved by ACCA to meet all requirements of Manual J-8th Ed. wrightsow 2022-Aug-03 13:3628 Right RSU25299 Page ...0-J-S-D Hyatt Read 200 Pav-Thomas Residenoejup Calc=MJ8 Front Door faces:SW AH#1 d 1591 24344 17307 953 953 Other equip loads 6320 1145 Equip.@ 0.90 RSM 16689 Latent cooling 6293 TOTALS .1591 -I , .' 30664 t 22973 I 953 t .953 _ J Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -�- wrights®ft" 2022-Aug-03 13:36:28 A-- ,.,.., �.., , Right-Suite®Universal 202121.0.08RSU25299 Page ...n-J-S-D HyattRoad 200 Pav-Thomas Residence.rup Calc=MJ8 Front Door faces:SW r H Q NIE t:N f R G Y - - Job: '_200 Hyatt Road East t Load Short Form Date: 0810212022 AH 12 - f By: -. Marvin Murillo Home Energy Solutions 187E.Main St,Huntington,W 11743 Phone:631-673-0664 Email:GDLaMay3@gmal.com Web:www.home-energysolutions.com Project • • For: Pav-Thomas Residence 200 Hyatt Road East,Southold, NY 11971 Design Information Htg Cig Infiltration Outside db(°F) 15 85 Method Simplified Inside db(°F) 72 75 Construction quality Average Design TD(°F) 57 10 Fireplaces 1 (Average) Daily range - L Inside humidity(%) 35 50 Moisture difference(gr/Ib) 32 38 HEATING EQUIPMENT COOLING EQUIPMENT Make NAVIEN, INC. Make American Standard Trade NAVIEN Trade AMERICAN STANDARD Model NCB-240/130H Cond 4A7A4037L1 AHRI ref 205400818 Coil GAM51301336931 AHRI ref 7549876 Efficiency 95 AFUE Efficiency 12.5 EER, 15.5 SEER Heating input 130000 Btuh Sensible cooling 23940 Btuh Heating output 120000 Btuh Latent cooling 10260 Btuh Temperature rise 96 OF Total cooling 34200 Btuh Actual air flow 1140 cfm Actual air flow 1140 cfm Air flow factor 0.036 cfm/Btuh Air flow factor 0.056 cfm/Btuh Static pressure 0.70 in H2O Static pressure 0.70 in H2O Space thermostat Load sensible heat ratio 0.75 ROOM NAME Area Htg load Cig load Htg AVF Cig AVF W) (Btuh) (Btuh) (cfrn) (cfm) Bedroom 1 240 6047. 2750 215 153 Bedroom 2 248 5447 2694 194 150 Master Bedroom 264 6148 4847 219 270 Master Bath 114 1961 1702 70 95 Bedroom 3 168 3096 2774 110 155 Bonus Room 570 7574 4124 269 230 Bath 1 86 1791 1566 64 87 Stairs 2 42 0 0 0 0 Hall 176 0 0 0 0 W/D 38 0 0 0 0 Master W.I.0 1 44 0 0 0 0 Master W.I.0 2 44 0 0 0 0 Calculations approved by ACCA,to meet all requirements of Manual-J 8th Ed. t -�- wrights�fCM - 2022-Aug-0313:36:28 �` RightSuite®Universal 202121-0.08 RSU25299 ' Page4 /'ti+� __m-JS-D HyattRoad_200 Pav Thomas Residence.rup Calc=MJB Front Door faces:SW AH#2 2034 32064 20456 1140 1140 Other equip loads 7158 1297 Equip.@ 0.90 RSM 19665 Latent cooling 7354 TOTALS t 2034 i 39222 27019 1140 1140 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft" 2022-Aug-M 13:36:28 �A Right-Suite®Universal 202121.0.08 RSU25299 Pages AC ...n-J-S-D Hyatt Road_200 Pav-Thomas Residence.rup Calc=MJ8 Front Door faces:SW . N Foundation Mechanical Legend 1- - '• Sheet Metal Supply Trunk_ Sheet Metal Return Trunk ,..,..-. :,,. Flex Duct _Supply Grille/Register GrillelRegisterAbove- Wall Grille/Register Sup Riser " 7' 7" 18 x IO 118X 10 6" 5^ 6--j6x10 6x 10 IOx 10 —— ——————— — 20x10lRiser 4" --I4" x16"`I 5" Ret Riser 14" Basement I 7" 5" 6^ 6" Re!Riser 16" Job#: 200 Hyatt Road East Scale: 1 : 123 Performed by Marvin Murillo for: Home Energy Solutions - - Page.1 Pav-Thomas Residence 187 E.Main St Pig htSuite®Universal 2021 200 Hyatt Road East Huntington,NY 11743 21.0.08 RSU25299 Southold,NY 11971 Ph6ne:631-673-0664 2022-Aug-0313:37:55 www.home-energysolutions.com GDLaMay3@gmaii.com ...oad 200 Pav-Thomas Residence.ru r' ' r " 1 1st Floor Mechanical Legend 1- --- _•--- .- Sheet Metal Supply Trunk Sheet Metal Retum Trunk Flex Duct ---- ;=' gi Supply GrillelRegister GAWRegister Above -Will 6flelRegistei 1'14 On. 114 cfni t, 115 efiii, ,'r 94r 1�„f',t•iJ sn i J�- t "1.'� t l z 7 4. f}i t uT r,� t �r �, tF L3ui3dSQ' l .'i'.•.� ,f /<,�,' J r��,t+r,�"�a 3 t �i�dirib ,r a it11 p� 74 cfnl , - m- f)IntRg Room% 'r z Grsat Room Ret ksek a � I14 Kitcherij V; } X. 1 t� _ kYEtr•�' t59ocftn Garage 55 cfur �`` `t � � Ref ltrsai,16 ^_ ' �PI�AR;1r%�; i,rh::r".."r, „-hv w7�vrr,. (.^,Guest Bridroom f. �' „Ea r Uvinp tRo®irr4„;” d"y�,cr,i'�'t33•bfitl;�;• ' ' 7811 �91,,c�re"�,r c;z9l cfm Job#: 200 Hyatt Road East Home Energy Solutions Scale_ 1 : 123 Performed by Marvin Murillo for: Page 2 Pav-Thomas Residence 187 E.Maih St Right-Suite®Universal 2021 200.Hyatt'Road East Huntington,NY 11743 21.0.08 RSU25299 Southold,NY 11971 Phone:631-673-0664 2022-Aug-0313:37.56 www.home-energysolutions.com GDLaMay3@gmaiLcom ...oad 200 Pav-Thomas Residence.ru 1 I N 2nd Floor Mechanical Legend _ Sheet Metal Supply Trunk 1 Sheet Mehl Retum Trunk-- •• -�: • Flex Duct —_ Supply GrillefRegister GrillelRegister Abmv --l ;7.: F Wall GrillelRegister Master Bath Master Bedroom Bedroom 3 95 On `135 cfm' 135 cfm 77 cfm. 77 cfm '67��m: j'" 5 W1D 6" 7" 7 Hali 1025 cfm Maste W.LC 2 18 x 10 ter W 6x10 10 x 10 5 6x 10 6'x 10 Stairs 2 8x 10 67'cfm 6" 6 �^ 6" 7" 1.. 87 cfm 97.cfm„ 97 cfm Bath 1 107 cfm Bedroom 2 107 cfm Job#: 200 Hyatt Road East Home Energy Solutions Scale: 1 : 123 Performed by Marvin Murillo for: Pav-Thomas Residence Page 3 187 E.Main St RightSuite®Universal 2021 200 Hyatt Road East Huntington,NY 11743 21.0.08 RSU25299 Southold,NY 11971 Phone:631-673-0664 2022-Aug-03 13:37:56 www.home-energysolutions.com GDLaMay3@gmail.com ... oac 200 Pav-Thomas Residence.ru a-1SM E ENERGY Manual S Compliance Report Job: 200 Hyatt Road East 5 to L U T 10 N"*, Date: 08/02/2022 AH #1 By: Marvin Murillo Home Energy Solutions 187 E.Main St,Huntington,NY 11743 Phone:631-673-0664 Email:GDLaMay3@gmail.com Web:www.home-energysolurons.com Project • • For: Pav-Thomas Residence 200 Hyatt Road East, Southold, NY 11971 Cooling Equipment Design Conditions Outdoor design DB:`. 85.4°F Sensible gain: 18452 Btuh Entering coil DB: 76:3°F Outdoor design WB: 73.0°F Latent gain: 6293 Btuh Entering coil WB: 64.0°F Indoor design DB: 75.0°F Total gain: 24745. - Btuh Indoor RH: 50% Estimated airflow: 953 cfm Manufacturer's Performance Data at victual Design Conditions Equipment type: Split AC Manufacturer: American Standard Model: 4A7L6030A1+GAM5BOB36M31 Actual airflow: 953 cfm Sensible capacity: 20020 Btuh 108%of load Latent capacity: 8580 Btuh 136%of load Total capacity: 28600 Btuh 116%of load SHR: 70% Heating Equipment Design Conditions ; Outdoor design DB.' 14.6°F Heat loss: 30664 Btuh Entering coil DB:, 64.8°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas boiler Manufacturer: NAVIEN, INC. Model: NCB-240/130H Actual airflow: 953 cfm Output capacity: 120000 Btuh 391%of load Meets all requirements of ACCA Manual S. .p wriglvtsoft" 2022-Aug W 13:36:28 Right-Suite®Universal 2021 21.0.08 RSU25299 Page 1 ...n J-S-D Hyatt Road 200_Pav-Thomas Residence.rup Calc=MJ8 Front Door faces:SW I-1@M_1: E NE RG Y Manua l S Compliance.-Report Job: 200 HyattRoad•East ` Ci L u'r I'0 N S Date: 08102/2022 A H 02 By: Marvin Murillo Home Energy Solutions 187 E.Main St,Huntington,NY 11743 Phone:631-673-0664 Email:GDLaMay3@gmaii.com Web:www.home-energysolutions.com Project • • For: Pav-Thomas Residence P. 200 Hyatt Road East, Southold, NY 11971 Cooling Equipment Design-Conditions Outdoor design DB: 85.4'F Sensible gain: . 21753 Btuh Entering coil DB: 77.3°F Outdoor design WB:-, 73.0°F 'Latent gain: 7354 Btuh Entering coil WB:-"64.3°F Indoor design DB: 175.0°F Total gain: 29107 Btuh Indoor RH: 50% Estimated airflow:. 1140 cfm " Manufacturer's Performance Data at Actual Design Conditions , Equipment type: Split AC Manufacturer: American Standard Model: 4A7A4037L1+GAM5B0B36M31 Actual airflow: 1140 cfm Sensible capacity: 23940 Btuh 110%of load Latent capacity: 10260 Btuh 140%of load Total capacity: 34200 Btuh 117%of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 14.6°F Heat loss: 39222 Btuh Entering coil DB: 64.9°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas boiler Manufacturer: NAVIEN, INC. Model: NCB-240/130H Actual airflow: 1140 cfm Output capacity: 120000 Btuh 306%of load Meets all requirements of ACCA Manual S. .�- Wri9pt root. - - 2022-Aug-0313:36:28 Right-Suite®Universal 2021 21.0.08 RSU25299 Page 2 ...n-JS D Hyatt Road_200 Pav-Thomas'Residence.rup Calc=MJ8'Front Door faces:SW H Q Ivl r.- i"N C K-G.Y Job: 200 Hyatt Road East -SO L UT`l QN S-, Duct-System. Summary ' . - Date: 08/0212022 A-H #1 By: Marvin Murillo Home Energy Solutions 187 E.Main St,Huntington,NY 11743 Phone:631-673-0664 Email:GDLaMay3@gmail:com Web:www.home-energysolutions.com; Project • • For. -Pav-Thomas Residence ' 200-Hyatt Road East,- Southold, NY-11971 Heating Cooling Extemal,static pressure - 0.70 in H2O 0:70 in H2O Pressure losses 0.49 in H2O 0.49 in H2O Available static pressure . 0.21 in H2O 0.21 in H2O Supply/return available pressure 0.112 10.098 in H2O 0.112/0.098 in H2O Lowest friction rate -0.040 in/100ft 0.040 in/100ft Actual air flow 953 cfm 953 cfm Total effective length(TEL) 522 ft Supply Detai.1 Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln(ft) Ln(ft) Trunk Dining Room c 2087 106 115 0.059 7.0 Ox 0 VIFx 34.5 155.0 st2 Foyer - h 1926 75 22 0.045 5.0 OX 0 VIFx 59.5 190.0 st2A Great Room c 2066 107 114 0.045 7.0 OX 0 VIFx 57.0 195.0 st2B Great Room-A c 2066 107 114 0.048 7.0 Ox 0 VIFx 48.0 185.0 st2A Guest Bedroom h 3390 133 '115 0.054 7.0 Ox 0 VIFx 44.5 165.0 st2 Kitchen C 1699 47 94 0.058 6.0 Ox 0 VIFx 19.5 175.0 "st2 Kitchen-A c 1699 47 94 0.059 6.0 Ox 0 VIFx 21.0 170.0 st2 Laundry h -1902 74 74 0.071 5.0 Ox 0 VIFx 2.5 155.0 . st3 Living Room c 1654 84 91 0.046 6.0 Ox 0 VIFx 67.0 175.0 st2A Erving Room-A c 1654 84 91 0.040 6.0 . Ox 0 VIFx 74.0 205.0 st2B Mud Room h 883 35 13 0.057 4.0 Ox 0 VIFx 12.0 185.0 st2 PWDR I h '13941 55 17 1 0.057 1 5.0 Ox 0 I VIFx 1 18.5 1 180.0 1 st2. SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st2 Peak AVF 879 880 0.040 704 15.8 10 x 18 ShtMetl st2A Peak AVF 457 432 0.040 658 12.3 10 x 10 ShtMetl st2 st2B Peak AVF 191 205 0.040 492- 9.1 10 x 6 ShtMetl st2A st3 Peak AVF 74 74 0.071 179 5.6 10 x 6 ShtMetl wrightsoft" 2022-Aug-03 13.362B Right-Suite®Universal 2021 21.0.08 RSU25299 Page 1 AM...n-J-S-D Hyatt Road 200 Pav-Thomas Residencerup Calc=MJ8 Front Door faces:SW Return Branch Detail Table Grille . Htg Cig TEL Design Veloc Diam H x W. Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) ffn)' (in) Opening(in) Mad Trunk rb2 Ox0 590 54-7 :242.5 0.040 423 : 16.0 - Ox 0 _ VIFx -rt2- rb4 oxo 363 407 198.5 0.049 380 14:0 = Ox` 0 . VIFx IV - TableJ.Return Trunk Detail Trunk Htg Cig Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt2 Peak'AVF 953 953 0.040„- , 686 - 16.2 10 x 20 ShtMetl wrightsoft' 2022-Aug-0313:36:28 .. .,.�,.q Right�uRe®Universal 2021 21.0.08 RSU25299 Paget ...rrJ SD Hyari Road 2,-0-(]- 00 Pav-Thomas Residence.rup Calc=MJB Front Door faces:SW, - °"� .Job: 200 Hyatt Road East IQ* Af E E N E Kc,Y Duct System$u�1 mary" --: Date: 200Hyatt " AH #2 By: Marvin Murillo Home Energy Solutions 187E.Main St,Huntington,NY 11743 Phone:631-673.0664 Email:GDLaMay3@gmail.com Web:www.home-energysolutions.com' Project • • For. Pav-Thomas Residence 200 Hyatt Road East, Southold; NY 11971 r Heating Cooling External static pressure 0.70 in H2O 0.70 in H2O Pressure losses 0 in H2O 0, in H2O Available static pressure 0.70 in H2O 0.70 in H2O Supply/return available pressure 0.549/0.151 in H2O 0.549/0.151 in H2O Lowest friction rate 0.169 in/100ft 0.169 in/100ft Actual air flow 1140 cfm 1140 cfm Total effective length(TEL) 414 ft Supply • Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln(ft) Ln(ft) Trunk Bath 1 c 1566 64 87 0.224 6.0 Ox 0 VIFx 15.0 230.0 st4 Bedroom 1 h 3024 107 77 0.233 6.0 Ox 0 VIFx 15.5 220.0 st5 Bedroom 1-A h 3024 107 77 0.176 7.0 Ox 0 VIFx 22.0 290.0 st5A Bedroom 2 h 2723 97 75 0.200 6.0 . Ox 0 VIFx 34.0 240.0 st4A Bedroom 2-A h 2723 97 75 0.221 6.0 Ox 0 " VIFx 28.5 220.0 st4 Bedroom 3 c 1387 55 77 0.202 5.0 Ox 0 VIFx 41-5 230.0 st4A Bedroom 3-A C 1387 55 77 0.223 5.0 Ox 0 VIFx 36.5 210.0 st4 Bonus Room h 1894 67 57 0.171 5.0 Ox 0 VIFx 61.5 260.0 st46 Bonus Room-A h 1031 67 57. 0 0 Ox 0 VIFx 0 0 Bonus Room-B h 1031 67 57 0 0 Ox 0 VIFx 0 0 Bonus Room•C h 1894 67 57 0.169 5.0 Ox 0 VIFx 54.5 270.0 st4B Master Bath c 1702 70 95 0.219 6.0 Ox 0 VIFx 25.0 225.0 st4 Master Bedroom c 2424 109 135 0.226 7.0 Ox 0 VIFx 22.5 220.0 st5 Master Bedroom-A C ; 2424 109 135 0.184 7.0 Ox 0 VIFx 28.5 270.0 st5 Supply Trunk Detail • Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st413 Peak AVF 135 115 0.169 323 5.9 10 x 6 ShtMetl st4A st4A Peak AVF 287 267 0.169 688 7.8 10 x 6 ShtMetl st4 st4 Peak AVF 572 602 0.169 866 10.2 10 x 10 ShtMetl st1 st5A Peak AVF 107 '77 0.176 258 5.3 10 x 6 ShtMetl st5 st5 Peak AVF 434 423 0.176 780 9.0 10 x 8 ShtMetl st1 st1 Peak AVF 1005 1025 .0.169 , 820 12.5 10 x 18 ShtMetl wr ightsoft, 2022 Aug 031336:28 �.,..... I- Right-Suite®Uriversai2021 21.0.08 RSU25299 Page /�i ...n-J-S-D_Hyatt Road 200 Pav-Thomas Residence.rup Calc=MJ8 Front Door faces:SW Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (c6m) (cfm) (ft) FR (fpm) (in)" (in) Opening(in) Mad Trunk W Ox 0 1005 1025 - 89.5 0.169 580 18:0 _Ox r 0 VIFx {L i wrights®f - 2022-Aug-0313:36:28 .�..-a .a RightSuite®Universa12021 21.0.08 RSU25299 Page �+� ...n-J-S-D HyattRoad_200 Pav-Thomas Residencesup Calc=MJ8 Front Door faces:SW. CHARLES M. THOMAS R.A., PLLC 206 LINCOLN STREET RIVERHEAD, NY 1 1 901 (51 6) 702-351 9 ODTH13MAS63 @A❑L.0❑M NOVEMBER 9, 2021 Building Department Town of Southold Re: Hyatt Road Residence Hyatt Road East, Southold, New York BP # 46936 Dear Sire/Madam: This letter shall serve to certify that I was retained to inspect the above referenced residence and can attest that the foundation steel reinforcement (footings and walls) has been installed and conforms to my plans and specifications and the 2020 NYS Residential Code. Thank you for your attention to this matter. Please contact me with any questions you have. Very t ly yours, 5�� �A( �� Of ARLES M. HOMAS, R.A., j = ?{l9 @F 24®�°� p�j 0 � ® E C E. h - DEC 2021 BUILDING DEPT. TOWN OF SOUTHOLD CHARLES M. THOMAS R.A., PLLC 206 LINCOLN STREET RIVERHEAD, NY 1 1 901 (631 )702-3519 CDTHOMAS63 @AOL.COM AUGUST 2, 2022 Building Department Town of Southold Re: Re: Hyatt Road Residence Hyatt Road East, Southold, New York BP # 46936 Dear Sir/Madam: This letter shall serve to certify that I was retained to inspect the calking as well as the wall, ceiling and roof insulation. I can attest that the calking and insulation has been installed and conform to my plans and specifications and the 2020 Residential Code of New York State. Thank you for your attention to this matt Q.r. Please contact me with any questions you have. ps D Apo, Very t ours, CHARLES M. HOMAS, R.A., Building Envelope and Duet Tightness Report ?918 IECC as amended by the 2924 Now Yerk Slate Supplement,sections 402.4.1.2 and 403.3.4_ Address of Test 200 Hyatt Road,Southold NY 11971 Test Date 7/20/2022 Building Permit#: 46936 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-1 1743 BPI# 631-673-0664 Building Envelope Tightness Volume Calculation: Check if: Floor Area Volume ❑Conditioned Basement Basement 0 ❑Conditioned Crawl Space 1st 1592 14331 ❑Sealed Attic nd 2 2023 17589 'The conditioned floor area of dwelling is calculated in 3`d 0 accordance with ANSI 2765,except that conditioned floor Attic 0 cludes areas here the ceiling height is less than 5 Total Volume 31920 ' CFM @50 pa 1365 Air changes/hr 0 pa 2.57 01 Code Compliance: Y,16 1 Duct Tiehtness: Post Construction Test-Total Duct Leakage System-1: 1st Floor Duct Location Basement Floor Area 1592 Leakage CFM @ 25pa�� CFM/100 RZ CFA 3.96 Code Compliance: Pass System 2:2nd Floor Duct Location Attic Floor Area 2023 Leakage CFM @ 25pa 79 CF1W100 ftZ CFA 3.91 Code Compliance: Pass System-3: Duct Location Floor Area Leakage CFM @ 25paCFW100 fe CFA Code Compliance: All building envelope tightiness testing has been verified using instruments and procedures specified in ASTM E1827 as required by 2018 IECC as amended by the 2020 New York State Supplement,section 402.4.1.2.The building duct and plenum system has been verified as required by the 20181ECC as amended by 2020 New York State Supplement,Section 4033.4. Signature: Date: 712012022 Christopher ilvia,Home Energy Solutions FIELD INSPECTION REPORT 'DATE C NTS FOUNDATION"(1ST) y G" rA FOUNDATION(;NA) M ck ROUGH FRAMING:& y t PLUMBING , r INSULATION.PER N.Y. H. STATE ENERGY CODE go3 J G Q Sid 4 FINAL. �- ADDITIONAL COMMENTS . : . 3-aa gib' �c,- + ter �� Av. AWI w m - s-aa $ Q604- bo 0 tV V ,<Sim WA.. TOWN OF SOUTHOLD—BUILDING DEPARTMENT H Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 �� • of Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny.gov For Office Use Only Date Received PERMIT NO. t Building Inspector: E BUJ D Applications and forms must be filled out in their entirety.Incomplete applications SEP 2' � 2021 will not be accepted. Where the Applicant is not the owner,an Owner's BUIAuthorization form(Page 2)shall be completed. U TOWN OOF F SOUTHOLD AP.PLlCATlON FOR BUIL®1lVG PERMIT. Date: 9 /,23)21 OWNER(5) OF PROPERTY: Name: GebircPA,� Tax Map#:SCTM #1000- 50 f C) SOS Physical Address: Phone#: �(e31 258 3"199 Email: Oeo[4\13'V moa.I•Cord Mailing Address: -, "0pCAh\Km RriD' ► e7k" JJ4 I 1'13j '13j CONTACT PERSON:,'. . . ; Name: CIVI WCK.—rho wVckS �R W C&YY'Cr-- Mailing Address: -IJ SOX ��� j aMeSpQy-kN4 Itial1-kr'1 Phone#: (516)`l 02-351°1 Email: (2CJ-V 0yv10S 1o�"1.CLW DESIGN'PROFESSIONAL'INFORMATION:''.' Name: C,'hLkC K, 1v�OVY� Mailing Address: PO bo)(, %-1-1 dam%per W (141 Phone#: (51(o) 1702- 3519 Email: (2CtJbI3 ffXM 03ODG4o1• GbvVl CONTRACTOR IN_F.ORMATION: Name: alco.'f p .Toni I Mailing Address: Phone#: b 31 M- 3-79 q/ Email: .Geo oof !@� If of k•COlnrl DESCRIPTION OF PROPOSED;CONSTRUCTION New Structure ❑Addition ❑Alteration EJ Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes ❑No Will excess fill be removed from premises? ❑Yes ❑No PROPERTY INFORMATION Existing use of property: VOCaV4 10.VJ• Intended use of property: Date of Purchase: Name of Former Owner: 1 { j Zone or use district in which premises is situated: Are there any covenants and restrictions;with respect to this property? ❑Yes ❑No IF YES, PROVIDE A COPY. ❑ Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name): Yi CK Authorized Agent []Owner - _ K0_ an Car_ _-_ _. Signature of Applicant: Date: ?-,7 2I STATE OF NEW YORK) SS: COUNTY OF SV 401[` ) eq a-1A frY) being duly sworn, deposes and says that(s)he is the applicant (Name of indi idual siign_ing contract) above named, (S)he is the �efn- (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of 20 al &\imw an— C Na y k julic Erin Murphy-Apleelle Notary Public State of PROPERTY OWNER AUTHORIZATION county New Yo County of Suffolk k (Where the applicant is not the owner) REG#01MU60903_81 Expires April 14,20- --- I, &0q, Q TLV residing at 'I W ocyjlftuak ox, SLAW k 1y do hereby authorize morin cmdd, to apply on my behalf to the Town of Southold Building Department for approval as described herein. 2 � d wner's Signature Date Print Owner's Name �gUFFO(�`o ��O Gym BUILDING DEPARTMENT-Electrical Inspector C* TOWN OF SOUTHOLD W Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 G'y �a0�� Telephone (631) 765-1802 Temporary Certificate # 0 / Date 2022 Customer Name Electrician Nameo�a i Address Phones 22 e-mail a-mailOASDne�&_4�Nca Cp a I �c oM Phone License# Size 2DO A Phase Overhead Underground #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for�tl s �above. Authorized by BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD f= Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 ®® �p� Telephone (631) 765-1802 - FAX (631) 765-9502 roaerrasoutholdtownny.Qov - seanda-south oldtownnv.aov 1 APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: ZZ-- Company zCompany Name: Lac- Electrician's Name: r- License No.: ,Hr� - Elec. email: 1,� zle�Tr«,(�,, w«�.I, �„►� Elec. Phone No: I request an email copy of Certifica a of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: 6e.r. c,,,,r Add Less: 2.x-) AJ-1 t tCt,7( Cross Street: „ Phone No.: Bldg.Permit#: L169I36 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: 3 o3.y Circle All That Apply: Is job ready for inspection?: ❑ YES M NO ❑Rough In ❑ Final Do you need a Temp Certificate?: YES❑NO Issued On Temp Information: (All information required) �— Service SizeFX11 Ph❑3 Ph Size: A # Meters Old Meter# [�J New Service[—]Fire Reconnect[]Flood Reconnect❑Service Reconnec(onderground❑Overhead #Underground Laterals ffl 1 2 H Frame F1 Pole Work done on Service? FC Y N Additional Information: PAYMENT DUE WITH APPLICATION a �Ffl��C BUILDING DEPARTMENT- Electrical Inspector ®may TOWN OF SOUTHOLD N Town Hall Annex - 54375 Main Road - PO Box 1179 �;. Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr@southoldtownny.gov - seand@southoldtownny.aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: zz ; Company Name: LIA'v41A e qar ,:4 k c-,n r,0_t„ LLC_ Electrician's Name: License No.: ^c�_ _ S Elec. email: �,,, 4ecTd►L;,(c Elec. Phone No: I request an email copy of Certifica a of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: �e�r- ll-f Address: Cross Street: ,,,,, Phone No.: BIdg.Permit#: email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: 13 Circle All That Apply: Is job ready for inspection?: ❑ YES ® NO [:]Rough In F-1 Final Do you need a Temp Certificate?: ® YES❑ NO Issued On Temp Information: (All information required) I Service Size M1 Ph❑3 Ph Size: ti'a A #Meters t Old Meter# New Service❑Fire Reconnect❑Flood Reconnect❑Service ReconnecOnderground❑Overhead # Underground Laterals NJ 1 n2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION 3rb.�° PERMIT# Address: Switches Outlets GFI's Surface , Sconces Ll I H H's UC Lts Fans Fridge HW Exhaust Oven WAD Smokes DW Mini Carbon Micro Generator Combo I Cookto p Transfer AC AIN Hood Service Amps Have Used Special: Comments s ' Title No. STP-0450 VARIANCE SEARCH JOANN SPANBURGH-WASKI, BEING DULY SWORN DEPOSES AND SAYS: THAT SHE RESIDES AT 66 VISTA COURT, RIVERHEAD, NEW YORK AND IS OVER THE AGE OF 21 YEARS AND THAT SHE IS THE OWNER OF PECONIC ABSTRACT, INC., AN AUTHORIZED AGENT FOR FIRST AMERICAN TITLE INSURANCE COMPANY, AND THAT UNDER HER SUPERVISION AND DIRECTION, TITLE WAS EXAMINED TO THE PARCELS OF LAND DESCRIBED ON THE ANNEXED SCHEDULE THAT SAID EXAMINATION MADE TO INCLUDE 1/1/2021 AND TO DISCLOSE THAT SUBJECT PREMISES IS IN FACT IN SINGLE AND SEPARATE OWNERSHIP AS APPEARS FROM THE CHAINS OF TITLE ANNEXED HERETO AND THAT THE EFFECTIVE DATE OF THE APPLICABLE ZONING ORDINANCE 4/23/1957. AND THAT THIS AFFIDAVIT IS MADE TO ASSIST THE TOWN OF SOUTHOLD BOARD OF APPEALS TO REACH ANY DETERMINATION WHICH REQUIRES AS A BASIS THERETOFORE THE INFORMATION SET FORTH HEREIN AND KNOWING FULL WELL THAT SAID BOARD WILL RELY UPON THE TRUTH THEREOF. LIABILITY OF THIS COMPANY IS LIMITED TO $25,000.00 FOR ANY REASON. DATED: 9/28/2021 SWORN TO BEFORE ME THIS PECONIC ABSTRACT, INC. 28th DAY OF SEPTEMBER, 2021 cM M Lt U j BY: NOTARY PUBLIC JOANN S ANBURGH-WASKI, PRESIDENT MICHEIl-E BOTTOMI.EY Notary public,State of New Yank Reg,No.olB04989798 Quallfled In Suffolk County,L Commiselon Expires 121161_ t Title No. STP-0450 Subject Premises: 1000-050.00-03.00-008.000 John A. Conway & Deed Alice J. Conway Liber: 2354 page 580 To Dated: 4/15/44 Walter E. Hyatt Recorded: 4/29/44 Walter E. Hyatt Deed To Liber: 4900 page 103 Otto Lindermayer& Dated: 11/3/60 Irene Liindermayer, his wife Recorded: 11/2/60 Otto Lindermayer, as surviving Deed tenant, by the entirety Liber: 12254 page 389 To Dated: 5/16/2003 Phillip Dato & Recorded: 6/3/2003 Margaret Dato, his wife, & Edward Stanley & Phyllis Stanley, his wife Last deed of record PVT.RNV Sworn to before me this PECONIC ABSTRACT, INC. 281h day of September, 2021 0)U c UJ AL��1 O-)� By: N � _ Notary Public Joann Spa burgh Waski MICHELLE BOTTOMLEY President Notary Public.State of New York Reg.No.01804989798 Qualllied In Suffolk County \ Commission Expires 7216/ / Title No. STP-0450 Northwest of Subject Premises: 1000-050.00-03.00-005.000 Dorothy Dwyer Deed To Liber: 2829 page 492 Walter H. Depker Dated: 5/19/48 Recorded: 5/24/48 Walter H. Depker Deed To Liber: 4859 page 1.3 Mary Lane Depker Dated: 8/11/60 Recorded: 8/16/60 Mary Lane Depker Deed To Liber: 4864 page 118 Jules Rieff& Dated: 8/17/60 Florence Rieff, his wife Recorded: 8/25/60 Florence Rieff, as surviving tenant Deed by the entirety of Jules Rieff Liber: 11846 page 037 To Dated: 7/28/97 Barbara Falroni Summers Recorded: 8/12/97 Lane Bubka, Referee Deed To Liber: 13049 page 059 US Bank Trust, N.A. Dated:1/7/20 Recorded: 2/24/20 Last deed of record Sworn to before me this PECONIC ABSTRACT, INC. 28th day of September, 2021 , �TC � l� By: uuA � r .�, l Notary Public Joann panburgh-Waski President MICHELLE BOTTOMLEY Notary Public.State of New York Rog.No.01804989798 Qualified In Suffolk County k Commission Expires 1TJ16/Z/ Title No. STP-0450 Northeast of Subject Premises: 1000-050.00-03.00-006.000 Seth A. Hubbard,as Trustee Deed under of the Last Will and Liber: 3461 page 368 Testament of Marlen E. Pew, Dated: 1/5/53 deceased Recorded: 1/12/53 To Jennie F. Stephenson Jennie F. Stephenson Deed To Liber: 3555 page 553 James Bitses & Dated: 7/31/53 Spyros Bitses, deceased & Recorded:1/12153 Katherine Bitses, as joint tenants & not as tenants in common with full rights of survivorship James Bitses Deed To Liber: 6337 page 232 Katherine Bitses Dated: 4/8/68 Recorded: 4/25/68 Continued Sworn to before me this PECONIC ABSTRACT, INC. 28th day of September, 2021 UeNU C.UIAP ir-P)M S WALL() By: Notary Public Joann panburgh-Waski MICHELLE BOTiOMLEY President Notary Public,State of New York Reg.No.01804989798 Qualified In Suffolk County ti� Commission Expires 121161 .! Title No. STP-0450 Northeast of Subiect Premises: 1000-050-00-03.00-006.000 Continued Katherine Bitses Deed To Liber: 9101 page 523 Katherine Bitses & Dated: 11/10/81 James Bitses, as joint tenants Recorded: 11/18/81 & not as tenants in common with full rights of survivorship James Bitses, as surviving Deed joint tenant with Katherine Bitses Liber: 11858 page 544 Office Suffolk County, deceased Dated:10/9/97 To Recorded: 10/23/97 Stephen Putzi & Angela L. Putzi his wife, as tenants by the entirety Stephen Putzi, individually and Deed as surviving spouse of Liber:12511 page229 Angela L. Putzi, deceased 1/6/03 Dated: 6/18/07 To Recorded: 6/27/07 Jeff Bonilla & Lisa Wolf, as husband and wife Continued Sworn to before me this PECONIC ABSTRACT, INC. 28th day of September, 2021 Q^U C,LUUU?5&CT0'rAU (,i By: C�00. ► r cS � Notary Public Joann Spanburgh-Waski President MICHELLE aoTrOMLEy Notary Public.State of Now yark Reg.No.o1Bo4 sqm Qualified In Suffolk County Commission Expires 121161 ti Title No. STP-0450 Northeast of Subiect Premises: 1000-050-00-03.00-06.000 Continued Jeff Bonilla a/k/a Jeffrey Bonilla Deed & Lisa Wolf Liber:12973 page 773 To Date: 7/11/18 Danny Ferderigos Recorded: 8/14/18 Last deed of record Sworn to before me this PECONIC ABSTRACT, INC. 28th day of September, 2021 0 N CKLLU � By: Notary Public Joann panburgh-Waski MICHELLE BOTTOMLFY President Notary Public,State of New.York Reg.No.01 WX9I1979g Qualified In Suffolk County Commission Expires 12116/jj% Title No. STP-0450 East of Subject Premises: 1000-050.00-03-00-007.000 John A. Conway & Deed Alice J. Conway Liber: 2354 page 580 To Dated: 4/15/44 Walter E. Hyatt Recorded: 4/29/44 Walter E. Hyatt Deed To Liber: 4900 page 103 Otto Lindermayer& Dated: 11/3/60 Irene Liindermayer, his wife Recorded: 11/2/60 Otto Lindermayer& Deed Irene Lindermayer, his wife Liber: 5564 page 423 To Dated: 6/20/64 Johnathan Visel & Recorded: 6/24/64 Elsie Visel, his wife as tenants by the entirety Johnathan Visel & Deed Elsie Visel, his wife Liber: 8635 page 257 To Dated: 5/26/79 Walter A. Winter Jr. & Recorded: 614/79 &Annette Winter, his wife Continued Sworn to before me this PECONIC ABSTRACT, INC. 28th day of September, 2021 t,-cI G y1.� 1 4- `I By: ►'� 14-S�.J� Notary Public Joann anburgh-Waski MICHELLE 130TTOMLEY President Notary Public.State of New York Reg.No.016049$9798 coma 4on Expires 1ti1�s/ til Title No. STP-0450 East of Subiect Premises: 1000-050-00-03.00-007.000 Continued Walter A. Winter Jr. & Deed Annette Winter,, his wife Liber: 9528 page 153 To Dated:1/16/84 Walter A. Winter Jr Recorded: 3/15/84 Eric H. Winter, as executer of Deed the Last Will and Testament of Liber: 10568 page 35 Walter Allan Winter Jr. Dated: 3/18/88 To Recorded: 3/15/84 Michael Regan & Joan Regan Michael Regan & Deed Joan Regan, his wife Liber: 12784 page 598 To Dated: 7/29/14 Thrassivoulosa Touliatos Recorded: 8/12/14 aka Terry Touliatos & Alexander Touliatos, his wife Last deed'of record Sworn to before me this PECONIC ABSTRACT, INC. 28th day of September, 2021 Notary Public Joann panburgh-Waski MIGHEUE BOTroHUY President Notary Public,State of New Yotic Reg.No.01604989796 onnEVjo�COU*6!Z1 Title No. STP-0450 South of Subiect Premises: 1000-050-00-03.00-021.000 Robert L. Hyatt Deed To Liber: 3815 page 373 Eugene L. Roussin & Recorded: 12/9/54 Marion M. Roussin, his wife Dated: 12/29/54 Marion M. Roussin Deed as surviving tenant by the entirety Liber: 8782 page 198 To Dated: 2/1/80 Thomas Tsongas & Recorded: 2/22/80 Angeliki Tsongas, his wife Thomas Tsongas & Deed Angeliki Tsongas, his wife Liber: 11657 page 050 To Dated: 10/23/93 Linda Tsongas & Recorded: 12/21/93 Gus Tsongas & Irini Tsongas, as tenants in common Last deed of record Sworn to before me this PECONIC ABSTRACT, INC. 28th day of September, 2021 U Arc i �rn� 1 By: Alh In Notary Public Joann panburgh-Waski MICHELLE BOTTOMLP President Notary public,State of New•fo'k Reg;No.01804069798 t Quai'w In Suffolk O� Comtnassion EV !(� Title No. STP-0450 West of Subject Premises: 1000-050.00. 3.00-023.000 John A Conway & Deed Alice J. Conway Liber 2354 page 580 To Dated: 4/15/44 Walter E. Hyatt Recorded: 4/29/44 Walter Hyatt Deed To Liber 4906 page 287 Michael Reise Dated: 11/12/60 Dorthy Reise, his wife Recorded: 11/16/60 Michael Reise Deed Dorthy Reise, his wife Liber: 6987 page 400 To Dated: 8/15/71 Michael Reiss Recorded: 8/17/71 Dorothy Reiss, as Executor Deed as of the Last Will Liber: 9760 page 223 and Testament of Dated: 3/14/85 Michael Reiss, Recorded: 3/27/85 who died 11/23/83 To Edward L. Stanley & Phyllis A. Stanley, his wife Last Deed of Record Sworn to before me this PECONIC ABSTRACT, INC. 28th day of September, 2021 Notary Public Joann panburgh-Waski President MICHELLE BOTTOMLEY Notary Public,State of New York Qt lift doin Suffolk�Coun y Commission Etgires 121181 ti ' �Qa SURVEY OF PROPERTY SIT UA TE 120. SOUTHOLD TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-50-03-08 J SCALE 1 "=30' 0 5Q DECEMBER 12, 2020 NOVEMBER 12, 2021 FOUNDATION LOCATION MAY 27, 2022 FINAL SURVEY AUGUST 2, 2022 UPDATE FINAL SURVEY o AREA = 32,388 sq. ft. V, s°•c 0.744 ac. h� Gam• '� � `�'�' 0, 0 WELL & SEPTIC SYSTEM TIE MEASUREMENTS HOUSE HOUSE HOUSE HOUSE I � ��� CORNER QA CORNERFB-] CORNER[g CORNER[]D o SEPTIC TANK Fys Olyr�'�p COVER 26' 44' �� R'� \\ / o� °o�F!!�d"�' LEACHING POOL Q �'o c° oo`-' yFv \ / 00♦'0 `� S o�'1� COVER 1 35' S5' p N / EGp�'' G� C �/" 1✓ S� !. ° G'� LEACHING POOL , o_` jQ•y� y o� � � \\ % �0 .�, Tr00 P COVER 2 40 42' i .. •.\x. \ / `�?, y O. WELL 54' 73' C, F ` .: �.•• :' '" .' .� �. ^..�' ti��ob♦d`' O�G�' �� ���' / �`�.�, OSE` ,` O♦ ♦ ++ V k Qo \ 0 0 .'.: ••p.', "•,' ' ; 0 5 ���c�o �, °Gyo / of 1' �5�i +�, SPS ��`� P.>.• ' , ,•: tiy' a� yyp� J �` // ��,�' O ♦ ! G ,e+ k o. cn . ►. b 1�101 '•. g�9�, ZYO �\ CnV{AS_RUNEOPY C S- 'y 1 \ • / 6 > y �� 6l.. l \ /Iro • ,+yoq,,, ,. ♦ Foy c o fy� �e�'" �J�na \♦ ,�,¢"�S�O�.y 695�6 o °tip, 06, �F4p�i a 0 110, ♦ PREPARED IN ACCORDANCE WITH THE MINIMUM \ STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.I.A.L.S. AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE LAND ` Opp TITLE ASSOCIATION. '"e Or Ste, ♦ i �` ,t �'` -7 e-+♦!`%r N.Y.S. LiC. No. 50467 ',` »• ��� UNAUTHORIZED ALTERATION OR ADDITION O� TO THIS SURVEY IS A VIOLATION OF QO SECTION 7209 OF THE NEW YORK STATE G Z J EDUCATION LAW. than Taf t Corwin or COPIES OF THIS SURVEY MAP NOT BEARINGTHE D SURVEYOR'S Q MBOSS D SEAL SHALL SEALINKED NOT BE CONSIDERED , ! `, `' OF TO BE A VALID TRUE COPY. n Surveyor >0/ R� o„ r CERT TO INDIHE CATED HEREON OR WHOM SHALLURUNONLY wI IS PREPARED, AND ON HIS BEHALF TO THE Successor To: Staple TITLE COMPANY, GOVERNMENTAL AGENCY AND Y J. Isaakssen, Jr. L.S. LENDING INSTITUTION LISTED HEREON. AND Joseph A. In a no L.S. C TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. Title Surveys ,cv\ CERTIFICATIONS ARE NOT TRANSFERABLE. ys — Subdivisions — Site Plans — Construction r+ O PHONE (631)727-2090 Fax (631)727-1727 THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 40759C 7 SURVEY OF PROPERTY ' SIT UA TE SOUTHOLD s° TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK ;.; S.C. TAX No. 1000-50-03-08 r SCALE 1 "=30' �Qo�S DECEMBER 12, 2020 0 AREA = 32,388 sq. ft. 0.744 ac. ° NOTES: '/'-- ------------------ \ Gc`��/yC 1. ELEVATIONS ARE REFERENCED TO N.A.V.D 1988 DATUM �� EXISTING ELEVATIONS ARE SHOWN THUS: K� 1T o EXISTING CONTOUR LINES ARE SHOWN THUS:XX————XX ,��'j'�� so•7��i\ �l 9/0 2. MINIMUM SEPTIC TANK CAPACITIES FOR A 6 BEDROOM HOUSE IS 1,800 GALLONS. / 1 TANK; a -MA. -5'-LIQUID-DEPTH-- / �// c, 0•, s 3. MINIMUM LEACHING SYSTEM FOR A 6 BE ROOM°H USE IS 400 sq/ft SWALL AREA. 9 y`� �1 of "g''\ ° 2 POOL;�8' DEEP, 8' dia. PROPOSED FUTURE 50% EXPANSION POOL O �j1�y� 'Y ,, ,� t \�„ '� "•a ®PROPOSED 8' DIA. X 8' DEEP LEACHING POOL o 0 / 'S”\ `\\\�� PROPOSED 4;800—GALLON SEPTIC TANK ' ,`t�� y�� O� i-`G •-\ I 59.9 I / /\� 1 j X �' X 62.2 `\ ' `\\ sOp�E`��v� 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD / \ °�' \\ O� d� OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. o ',o DRAINAGE SYSTEM CALCULATIONS: j0Rp ;P. '� `\\°" ROOF AREA: 2,125 sq. ft. X 5\ \ ?, qRO, \\ 2.125 sq. ft. X 0.17 = 361 cu. ft. st.s .: DI / 89 361 cu. ft. / 42.2 = 8.6 vertical ft. of 8 dia. leaching pool required X 59.5/' 1 I I �\ '°FOFt� F \\\ PROVIDE (2) 8' dia. X 5' high STORM DRAIN POOLS / O \ :: o....: : .. X \ \ \ ' ' // \ �, ".. �..• 1 __�� \ �tic� \\ PROPOSED 8 DIA. X 5 DEEP DRYWELLS FOR ROOF RUN—OFF ARE SHOWN THUS: 60.7 :::::o�.o: :: : 0. i FY`' .o •o° ............... _ O:�':..•:. Q .... \ Rte\ pQQ�.s` ,\ I 61,0 �V\ x 6 X159 TEST HOLE DATA (TEST HOLE DUG BY SHAWN BARRON ON JANUARY 8, 2021) I / l' -'� ''::.•:•' : : ::. 575' 0' 58-0 k ...•�.. �::t::•:::'O,.?Q v,..R��'::::.6..'..::_ h.o ./�rQ\1`N� � � I lOo L p9�i \ I : : .. WP OP Y I CTI Lc (�m) `° 8. 61.7 ``9� �: :; :; o i goo , ' IrO, 1 \ \ 57.OX 0 \ 1\\ ,-X\ i /l O SANDY SILT WITH GRAVEL (ML) ' L° O.'�'� \\ \ ` 1 \\ 60.0 X, �� �O�J�f�o ; GROUND WATER ENCOUNTERED 18.0' o� \\ 1 \ \\\ `\�oGyoGysX �\ 60 I�5���y / WATER IN SILTY CLAY WITH GRAVEL (SC) 01` j �O 30.0' Pte'N J �i \ 57.4\ �TEST36.0' OLE \\ `\ SQ \i' �C� �j�+ Q� j 6�jy' BROWN FINE TO COARSE SAND SP \ v YV, I lid S __._:� \.v c L.` '. I u�'.l� I".n \ 57.7 ` ` /moi C� °G EL t.fi' I I 55 69, art. " Tr t� r.\. Tt,• j r:e<% ,,.1... ra•.a 4 I� �� \ \ \ X 58,3 Sg�\\ TEST WELL N ...°r"1} �""°-T Ti f 1�'•1 ...;' �g�;\`ai vzap Pr'.:A JG.�E.•+�., �,J• � / HIGHEST EXPECTED GROUND WATER y+ \ / i\y o. USGS 410504072 633001 c Agin 1 a'::I. ( 6 P".e. tuP '''^" \ ar•� O -ro -,?in: l•� \ 57.7\ ,� �� ��_�`_ / —���� ms's`, QC i-IEALTI, SUFFOLK COtJt�TY i.�EF',4i�T1 \ \ \ •�O \ ' 1t., ., *- orasTr�uc'�1cs,1 t��i�+� t�1r fl:` ; F'�p?ivi6S �OZ 1:1`F'y \ 57.9Vol \ Ly / / PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS\ / ..� OR TITLE SURVEYS AS ESTABLISHED SEP 1 i / BY THE L.I.A.L.S. AND APPROVED AND ADOPTED 7 20,21 � Go FOR SUCH USE BY THE NEW YORK STATE LAND t;i r _•_______ r:,. ..e ��\ OD \ i Off' r TITLE ASSOCIATION.. .._ ky ED t�'o�: r: �:,. •.`tr,, c�: ___._...._.-- \> � -' SEP 2 4 2021 1 lop TIP r-r r T„r: ..-a t7 C• DP,TE BUILDING DEPT `r9• \ TOWN OF SOUTHOLD I� Er ccav tion Inspection ReKluirc'�".�k N.Y.S. Lic. No. 50467 t/ UNAUTHORIZED ALTERATION OR ADDITION For Cn tlit�;fir SYS'eyye TO THIS SURVEY ISA VIOLATION OF Health ® . �.� � �t I G���QOO ` / �� SECTION 72LA OF THE NEW YORK STATE Nathan Taft Corwin III EDUCATION LAW. By COPIES OF THIS SURVEY MAP NOT BEARING \ Q;oq�� X THE LAND SURVEYOR'S SEAL OR EMBOSSED SEAL SHALL INOT DBE CONSIDERED Land Surveyor TO BE A VALID TRUE COPY. O ONLY CERTIFICATIONS INDICATED TO THHEPERSONOR WHOM THE SHALL RUN IS PREPARED, AND ON HIS BEHALF TO THE Successor To: StanleyJ. Isaksen, Jr. L.S. TITLE COMPANY, GOVERNMENTAL AGENCY AND Joseph A. In LENDING INSTITUTION LISTED HEREON, AND p gegno L.S. X ` TO THE ASSIGNEES OF THE LENDING INSTI— Title Surveys�v\ TUTION. CERTiFICATIONS ARE NOT TRANSFERABLE. ys — Subdivisions — Site Plans — Construction Layout �OPHONE (631)727-2090 Fax (631)727-1727 THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 40-350 SURVEY OF PROPERTY 0 SI T UA TE SOUTHOLD '110. TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-50-03-08 SCALE 1 "=30' DECEMBER 12, 2020 -�1 NOVEMBER 12, 2021 FOUNDATION LOCATION �_• 1 i �Fo�q�o AREA = 32,388 sq. ft. 0.744 ac. s , 1110. 00R� Y: � ° ti S moi. ��',� 00F 0 .0. t>> °o• e ° ry9 ��p O TEST HOLE DATA ` 0. / Gj (TEST HOLE DUG BY SHAWN BARRON ON JANUARY 8, 2021) SANDY LOAM (SM) 6 5 x�° �?°, SANDY SILT WITH GRAVEL.(ML) GROUND WATER ENCOUNTERED 18.0' ��(,1 WATER IN SILTY CLAY WITH GRAVEL(SC) �0 G 30.0' 6 �; WATER IN BROWN FINE TO COARSE SAND SP O� 4TEST HOLE ��i�,.1,�� <J� 38.0' �+ OG EL 1.8' I I 55.9' �j �O�O HIGHEST EXPECTED GROUND WATER \ + ? TEST WELL No. USGS 4105040722833901 S 8530.1 pti 4 O >� �F po \ .Nati � �' c �4,ct, . SO $. 9�, .O O, PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED \ BY THE L.I.A.L.S. AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE LAND TITLE ASSOCIATION. 0.J: Tii .� w �`J",,,,,,s.._..,; f DEPT S DUTHOLD N.Y.S.�Lic. No. 50467 UNAUTHORIZED ALTERATION OR ADDITION °O�' SECTION 720R OFSTHETO THIS A �NEW YORK STATE Q 4� EDUCATION LAW. Nathan Taft Corwin III COPIES OF THIS SURVEY MAP NOT BEARING j—�1 � THE LAND SURVEYOR'S INKED SEAL OR Land Surveyor 1 � � EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFlCATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY VV IS PREPARED, AND ON HIS BEHALF TO THE Successor To: Stanose h ley J. IsakseIn a nn n, Jr. L.S. ^ TITLE COMPANY, GOVERNMENTAL AGENCY AND JA. L.S. LENDING INSTITUTION LISTED HEREON, AND P 9 9 To THE ASSIGNEES OF THE LENDING ' INSTI— TUTION. CERTIFlCATONS ARE NOT TRANSFERABLE. Title Surveys — Subdivisions — Site Plans — Construction Layout 1Ov /� G PHONE (631)727-2090 Fax (631)727-1727 ` "T l �j�P THE EXISTENCE OF RIGHTS OF WAY OMCES LOCATED AT MAIUNG ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 / 40-359B SURVEY EY OF PROPERTY 0 SIT UA TE SOUTHOLD 's TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-50-03-08 SCALE 1 "=30' DECEMBER 12, 2020 �'-♦ G�y� NOVEMBER 12, 2021 FOUNDATION LOCATION L♦�� 0 MAY 27, 2022 FINAL SURVEY AREA = 32,388 sq. ft. sA� 0.744 ac. 10. WELL & SEPTIC SYSTEM TIE MEASUREMENTS HOUSE HOUSE HOUSE HOUSE v �� °°♦, SF `�•�� CORNER [A CORNER© CORNER© CORNER�D Q �y �O 4�' �` SEPTIC TANK 26, 44 O_ COVER Q°�F�f� �' LEACHING POOL Q� �- ♦`' (�_� , o!p`����fl COVER 1 35 55, 1?J� °� ' lr,, W �G'O LEACHING POOL 40' 42' -o���r�, °o. COVER 2 .%t sro, WELL 54' 73' 0.'y '9� QO Q ♦�G01- 9 C V +0 O l ♦ i k ? °F / y � o a w 11 o�pl� •••�.\', ' '�'yo � �°1 / �s♦`< o°y��G+o� isF vast 70 1p 17r.. ell Iro �01 oQ�*y ���'� \ 'g,��.��'�',��♦\ 695�6 � 1 ♦ � do�°G °0(4 �S o, SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES \ APPROVAL OF CONSTRUCTED WORKS FOR PREPARED IN ACCORDANCE WITH THE MINIMUM ♦ STANDARDS FOR TITLE SURVEYS AS ESTABLISHED \ BY THE L.I.A.L.S. AND APPROVED AND ADOPTED SINGLE F�,?ciYLY RESIDENCEBY SUCH USE BY THE NEW YORK STATE LAND D�12 TITLE ASSOCIATION. . 702ZH.S. Rif,No. I- o I�l ♦ °� The sewage � OF t4,f pX� akw•!er sapply bffl es at this location have been _ ♦ G �In�� OR q by 1hLs Oepmmenf or o�:er z�noies atx!hound tocO F MS F--�— BEUROO14& \ _ rte Y . (:�T CraigKnepper, PE., `f'r7 'N S. Lic. No. 50467 tJ UNAUTHORIZED ALTERATION OR ADDITION '� �•� +a°` TO THIS SURVEY IS A VIOLATION OF go SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. imathan T ` Corwin III G COPIES OF THIS SURVEY MAP NOT BEARINGTHE LAND SURVEYOR'S ♦`' QP�`�� INKED SEAL OR REyBE 0 S DERED O EMBOSSED E A VALID TRUE Land ry r CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY ` TITLE COM PREPAREDANY,N GOVERNMENTAL AGENCY AND D ON HIS BEHALF TO THE Successor To: Stanley J. Isaksen, Jr. L.S. �C LENDING INSTITUTION LISTED HEREON, AND Joseph A. Ingegno L.S. UtR� 10 TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. Title Surveys Subdivisions — Site Plans — Construction La out \Y� CERTIFICATIONS ARE NOT TRANSFERABLE. YS — Y r PHONE (631)727-2090 Fax (631)727-1727 .. z , . �• ._._ . .^. OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHTS OF WAY AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 / ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 40-359C a a THIS PROJECT IS IN COMPLIANCE WITH 2020 RESIDENTIAL CODE OF NEW YORK STATE. b ICE BARRIERS: ICE AND WATER SHETLD TO EXTEND 'A NOT NOT LESS THAN 36 HORIZONTAL MEASURED ALONGf THE ROOF SLOPE FROM THE EAVE EDGE OF THE BUILDING. (TYP ALL ROOFS) -1 T A PH i OOF SHINGLES PER OWNER I REVISIONS D E S C R I P T I O N 8/1/22 AS BUILT - / NOTE: FRAME FRO T 12 REVERSE GABLES T / ® 12= _ J ADJUST ROOF PITCH TO 14 / 14 8 -3PLATE HEIG T MATCH HEIGHT OF REVER E / GABLE OVER THE GARAG / I I I /' MASONRY CHIMNEY / 12 / ` W/1"X2" OVER / \1- 1X8" FRIEZE BOARD 14D \ W/ 1"X2" OVER I 8' 0" PLATE HEIGHT -- I � -- - - I ------ — 6'-8" WINDOW HEIGHT t_ H L OF SHINGLES PEROWNER M ine 3 56 3C 56 Ec ss 2C 46 3 43 EG ss 26 fO m W/1"X2" OVER 3 2 T T T P 5/4"x4" WINDOW D 1X8EG 55 -- - & DOOR SURROUNDS " E (TYPICAL) W/ 1 X2" OVE RD - — -- 10'-2" PLATE HEIGHT CEDAR PERFECTION ST NDING SEAM CEDAR PERFECTION CEDAR PERFECTION SHINGLES SHINGLES METAL ROOF SHINGLES T.O. SECOND FLOOR I 9'-0" PLATE HEIGHT 717 11 1 8'-0" WINDOW HEIGHT 5/4"x4' WINDOW & DOOR SURROUNDS (T Y P I C AL) 12" FYPON BRACKET I I 24 10 o TW311510 TW3 510 TW3 510 30 10 30510 30 10 30 10 30510 30510 EGR SS EGR SS EGR SS J. EGR SS EGR SS EG ESS EGR SS EGR SS EG ESS - - -- ---- ui 00 -CEDAR PERFECTION BO RD BA EN IDIN AR &��TT SI I G 0 O SHINGLES T.G. FIRST FLOOR 0 �- 1"X10" BELT BOARD i"X10" BELT BOARD r� 8"X8" COLUMN W/ I �/ 0 IOJ 1"X AZEK (TYP.) GRADE W W W E 0� - I F R 0 N T E E V A T 1 0 N O 0 1 SCALE: 1/4" = 1'-0" Z In 0 cj) 0 ul O 1 O 0O i L.ij _ 111 11 1 1 Hill ii 111 11 1 l Hi I I I III 1 �- O < z H111111111 �- 0 k OOF SHINGLES 12 OF SHINGLES ICE BARRIERS: ICE AND WATERS EILD TO EXTEND PER OWNER PER OWNER NOT LESS THAN 36" HORIZONTAL MEASURED ALONG THE ROOF SLOPE FROM THE EAVE EDGE OF THE BUILDING. -I_ (TYP ALL ROOFS) 1" X8" FAGGI T( W/1"X2" OVE CEDAR PERFECTION \ - .--- - ---- -i 1 _ T - SHINGLES - _ _ T j/ �14 1)(8" FRIEZE W/ 1"X2" OVE ASPHALT ROOF SHINGLES / III PER OWNER I / 5/4"x4" WINDOW I & DOOR SURROUNDS (T Y P I CAL) I I I I I I - I -d 3 2 3d 2 3 2 3 2 3 2 3 2 3 52 EG SS EG SS EG SS EGP-SS — EGR SS EGRESS � EG ESS 1" X 8" FASCIA C h a rI es f�. Thomas - W, X2" OVER - -- -- -- II 1X8" FRIEZE BOARD W/ 1"X2" OVER CED CEDAR PERFECTION AR PERFECTION I r CEDAR PERFECTION a r C h I t e C t SHINGLES SHINGLES _ SHINGLES FIG BOX 877 JAMESPORT, NY 11947 (631) 727-7993 PROJECT I I WPW5652 24 21 OUTI LjjROUT S R 3 2 3 2 TW 510 EG ESS 1 808 PLR FRONT ELEVATION 1"XIO" BELT BOARD GRADE DATE: 11/18/21 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA PROJECT No. DRAWING BY. CMT E R E A R E L V A T 1 O N GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM CHK BY. SNOW DESIGN FROST WINTER ICE BARRIER FLOOD AIR MEAN DWG No. 1 SCALE: 1/4" = 1'-0" LOAD SPEED TOPOGRAPHIC SPECIAL WIND WIND—BORNE CATEGORY WEATHERINGLINE TERMINATE DESIGN UNDERLAYMENT HAZARDS FREEZING ANNUAL TEM W— (MPH) EFFECTS REGION DEBRIS ZONE TEMP. REQUIRED INDEX _DFPTH — � 1 OF 6 20 PSF 130 NO NO YES 8 SEVERE 36" MODERATE 11 YES FROM 1998 599 TO HEAVY FIRM MAPS 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 WTH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. THIS PROJECT IS IN COMPLIANCE WITH 2020 RESIDENTIAL CODE OF NEW YORK STATE. QT� ?I ARCHITECT REVISIONS D E S C R I P T 1 0 N 8/1/22 AS BUILT OF SHINGLES PER OWNER — d 10.5 / P t-R09 HIf� CEDAR PERFECT N OF SHINGLES 1 2 - - I(SER OWNE - SHINGLES PER OWNER AS H L 1 OOF SINGLES PER OWNER 3 \ I \ \ - 00 \ 1" X 8" FASCIA O 1" X 8" FASCIA W/1'X2" OVER O \ W/1"X2" OVER 1 XS" FRIEZE BOTa 1X8' FRIEZE BOARD O W/ 1"X2" OVE - � W/ 1"X2" OVER 1 Le - - — - -- uiW 0 SPAT OF SHINGLES PER OWNERI Ll 11 _ -I-- -- - - (n U /I ° O �; - o z Ln Q I I o I 12 12 —� as sp �— O CEDAR PERFECTION EDAR PERFECTIO MASONRY CN O I I I / SHINGLES CHIMNEY SHINGLES O � 7— _PERFECTION -CEDAR PERF CTION SHINGLES SHINGLE J CANT. B K 1 F PON 5/4"x4" WINDOW RA ET j & DOOOOR SURROUNDS ' (T y ICAL) O O - _ TW 510 TW3 510 TW3 510 (� u� EG ESS EG ESS EG ESS 8"X8" COLUMN W/ � L— - 1"X AZEK (TYP.) 8"X8" COLUMN W/j 1"X AZEK (TYP.) i 1X10 1"XID" BELT BOARD 1"X10" BELT BOARD F_TIII RD E S I D E E L E V A T 1 0 N E S I D E E L E V A T 1 0 N 3 SCALE: 1 /4" = 1'-0" 4 SCALE: 1/4" = 1'-0" Charles M. Thomas a r c h i t e c t PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 PROJECT SIDE ELEVATION DATE: 10/22/21 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA PROJECT No. DRAWING BY. CMT GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM CHK BY. WINTER ICE BARRIER FLOOD AIR MEAN DWG No. LOAD CATEGORY WEATHERING LINE TERMINATE SNOW SPEED TOPOGRAPHIC SPECIAL WIND WIND—BORNE DESIGN FROST DESIGN UNDERLAYMENT HAZARDS FREEZING ANNUAL TEM [N—M—F070 (MPH) EFFECTS REGION DEBRIS ZONE DFPTH TEMP. REQUIRED INDEX 20F6 20 PSF 130 NO NO YES B SEVERE 36" MODERATE TO HEAVY 11 YES FROM 1998 599 FIRM MAPS THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PURL 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.MSUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. THIS PROJECT IS IN COMPLIANCE WITH 2020 RESIDENTIAL CODE OF NEW YORK STATE. -1 w '''.f ! ARCHITECT WOOD STEPS TO GRADE o ., REVISIONS D E S C R I P T 1 0 N 8/1/22 AS BUILT 7'-0" 14'-0" 7'-0" REAR DECK S S i" X 4" MAHOGANY DECKING o I 1 2 � 74'-0" 32'-0" 14'-0" 28'-0" 16'-0" 5-0" 8'-0" 6'-0" 7'-0" 13'-0" 8'-O" FWG 8080 3062 5662 3062 II (3) 9 1/2" ML HDR L4"X6" POST (3) 9 1/2" ML HDR 11'-4' LINE OF WALLS ABOVE I i I io F — — — — — — — — — — — — — — — — 1 I \ 2442 2442 I II D I N I N G M I OUTDOOR o REAR ENTRY - -- ___ „-_-------_= I I SHOWER �I 4" MAHOGA Y o N Simpson Strong-Tie L0 DECKII G L ( 0 -T HDU (CORNER HOLD DOWN) / — —� ® I DWI--I — — II i (TYPICAL THROUGHOUT, SEE L _ J DETAIL A2) 9L,- 30510 3080 21'-0" -2" — 12'-0" 27'-0" I ® II I LAUNDRY -- -� ulllli I - � - W I I r� W LJ PROVIDE TILED I -6"W $'-6" I U) J 1 3'-0" SHOWER PAN ® — J L z c W/DRAIN 0 WASHER, W PROVIDE TRAP PRIMER U) o I 11 � O R E A T O O 1 118'—D" ®DRAIN. VENT DRYER =Jl� I— ISLAND i0 0 M a TO EXTERIOR oo to I I — R 0 0 M M I M 5'-10" I N — — -1 f — I f li I J L_ 9' CLG HT uj UJ 0 N - — - �_ N rSET o�� R�F. � ® o 0 0 oll4 IIS I � I— O M too I> 100 O r '• O � InV^I W K I T C H E N I� ISU) U �SMOKE Ln 9' CLG HT O~-DETECTOR $w Q IOW 0 v W I " I ra) 9 CLG HT cn I Ii� N I 0 o r s"xs" POST 7" X 16" PAR LLAM DROP CD v t°D to ® I- rO= =1 I CARBON M UN I ©—MONOXIDE M I I I DETECTORSMOKE I I O N N �_ 6"X6" POST BENCH & HOOKS — I Of_DETECTOR U /I /� lz n CAR ® (2)=1 7/8" ML HDR 4"X4" POST (3) 9 1/2" ML HDR Ll J GAR GE BATHROOM `��^ I �6 �ti O �� �� ST 4" POURED CO C SLAB ON 1FAN TOE TERMOR D COMPACTED FILL WITH I WWM sxs 1 ox10 --4 ' o o I— O � 2. � 2'- I . ' " 12'-8" I O HOWERO N W N M l J 1HR. RATED III "-_ - w I I=w II 5/8" TYPE X SHEETROCK eI� 24510 BOEDROOM � I N - N N Q WALLS & CEILING FOYER o LIVING ROOM o' io 9CLG HT 9CLG HT SMOKE SMOKE DETECTOR IN DETECTOR L11 ® O u H UP II H- I 00 _ J _ f f n m Vn/ V / 30 10 30510 30510 Simpson Strong-Tie 4" 4" 4" 4' HDU (CORNER HOLD DOWN) F II 4' 1 (TYPICAL HROUGHOUT, SEE DETAIL @ A2) ) 9 1/2" ML H R oo ) 9 1/2" ML HdRI M 30510 30 10 30510 1680 3080 1680 1 10 30 10 30510 O EGRE EGRESS EGRESS I I POURED CONC LANDING L_ — — WITH BLU STONE FINISH — — LINE OF OVERHANG ABOVE FRONT o LINE OF OVERHANG ABOVE PRCH U) 10 10" 2 2"X1 HDR 171-1 8"X8" COLUMN W/ 1"X AZEK (TYP.) 4'-4" 6'-8" 6'-8" 4'-4" 5'-0" 5'-0" 8'-0" 13'-0' 13'-0" 8'-0" 22'-0" 10'-0" 42'-0" Charles l'\Am . Tbomas 1593 SF LIVING 2 a r c h i t e c t PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 P FIRS FLOOR PLA N PROJECT SCALE: 1/4" 1'-0" FIRST FLOOR PAN: 1593 SF SECOND FLOOR PLAN: 1420 SF TOTAL: 3013 S-7- GARAGE: -GARAGE: 540 Sf FIRST FLOOR PLAN DATE: 10/22/21 PROJECT No. DRAWING BY. CMT CHK BY. DWG No. W-100,31-0 30F6 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.VISU AL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. THIS PROJECT IS IN COMPLIANCE WITH 2020 RESIDENTIAL CODE OF NEW YORK STATE. ARCHITECT REVISIONS ---JD E S C R I P T 1 0 N 8/1/22 AS BUILT ES S 1 2 74'-0" 32'-0" 14'-0" 28'-0" 7'-6$" 13'-531, 5'-9�" 3'-5j" 3'-58" 3'-58" 2'-9j" 6'-0" 9'-0" FRAME REVERSE THRU AND TE P LAYOVER MAIN ROOF GL SS 3052 3C52 3052 3052 2 42 2442 EGRESS EGRESS EGRESS EGRESS - — — H 4' POST ` w O 3046 3046 N SHOWER FREESTAN TUB DING f I (3) 9 1/2" ML HDR I ~ Q Q J /,- — 5 6'-8" 0 I 15'-0" fL a w — — — — — — — — — �— 2"x10" RAFTERS 1@16" OC. 2"x10" ROOF RAFTERS 0 16" OC. / to o LINE OF WALLS BELOW C_i � I 2x10" CJ ® 16" O C. 30152 O I SET ® 10' AFF 11 -4 2' 0" 11 -8 EGRESS LINE OF FLOOR BELOW R49 INSULATION I ;• o`o - - --- - - - - - - - - - - X40 ® SMOKE ���� I *HROOMMATER I W =0 3 AX281 Q "'f- O~DETECTOR I 1 / p I O I Q J Q WC I 2" 10" ROOF I AF RS 2"x10" ROOFI RAFTERS `t`''I 10 ®N Q' B E D R O O M \ o f I-j / I� r 1 `` 1 ® 16" JC. ® 16"1 Oc. z 3 ,rI,. ® I� 1 ��� 4'-0" KNEE WALL w o 0 8' CLG HT 8'-0" 3'-4" `I IP O�0 OR � r o - I I LJ ui JPS' I~i N c PROVIDE TILED I 0 Q 1 ° o SHOWER PAN 1 M A S E R I0 LINE OF 8'-0" ,l :x WASHER,DRAIN ® I I I z —D—/'Rw z M NN N WAD PROVDE TRAP \ 1.1 B E O O M p0 1J I --] N p 2 PRIMER 0 DRAIN. I w D ss VENT DRYER TO SCO I TRAY CLG � EXTERICP. � REC ROOM/ a \ I / 010' AFF SM KE .X P.D. 3068 \ I N I I ^r/�I O' DE ECTO C.> _ N C RBON I ro O vV 11 7/8" ML RIDGE p 0 O M NOXIDE �o s cD i "LI''-0"•"II` 6 O�—DETECTOR \ / O .X �O M I �IRI 1) SO~D TECTCR / ®1 SMOKE O J I N 6U I / 7'-4" 7'- O 3 DN 11 7/8" ML RIDGE \1� — — — — tl /I o � I w 100 � LINE OF 8'-0" ® - - - - - - - - - - - �� — - - - - - - - - �. � N of 1 Y I Z r� - - - - - - - - - - - - w — ® I WALK IN I WALK IN W O wl o �� I I CLOS CLOS 1 I 0 <<F}- 4'-0" KNEE WALL 00 0" ' CLG HT V / W p l l I r I o 7'-10" U J O w l I I I Lr-p I 3-6 of Z Ln Q 1 �? --q— .. O I O 7, 6,. * � xX � ss� d V ) La U O 15'-0" N O JI I I I 3 O 2"x10" CJ ® 16" OC. 1 w — — — — — — 2"x10" CJ ® 16" OC. 'n 2"x10" CJ ® 16" OC. z R49 INSULATION r ryo`O R49 INSULATION O 1 I I I LINE of FLOOR BELOW 2%10" ROOF RAFTERS ® 16 OC. a 2"x1OROOFmDftAFTERS ® 16" OC. O SMOKE O I I (D—DETECTOR (D—DETECTOR 0 O I I I I0 2 B E D R O O M 2'x10' ROOF AFTERS 2'x10' OOF RAFTERS I B E D R O O M 1 5 CFM 1 �I I 1 ® 1 s" C. ®116" OC. I I � - - I. I = a E HAUST . 1 N TRAY CLG E TERIOR FAN TOI 1 � TRAY CLG 6' cV �-L== ==J - - - - - - - - 66� i Z 3052 BAT ROOM 1 O I- DUEGRESS 14'-0" I 11' 4" 0" g 12'-8" o LINE OF WALLS BELOW LINE OF WALLS BELOW — — — — — — — — — — — — 1 — — — — — — — — — — — " - - - -4„ 4„- - - — — — — — — — — — — — — 0. a 2046 3046 2046 - I 4” 4" TEMP TEMP TEMP �I � 4" GLASS GLASS GLASS N All All 2446 3056 2446 2446 3056 2446 EGRESS EGRESS 8'-0" 8'-0" 5-0" 5'-0" 8'-0" 8'-0" 22'- 10'-0" 16'-0" 10'10' 16'-0" FRAME REVERSE THRU AND FRAME REVERSE THRU AND LAYOVER MAIN ROOF LAYOVER MAIN ROOF 74'-0" s 1420 SF LIVING s 1 2 Charles M . Thomas a r c h i t e c t PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 PROJECT P SEC 0 D FLOOR P L A N 2 SCALE: 1/4" _ :1'-0" FIRST FLOOR PAN: 1593 SF SECOND FLOOR PLAN: 1420 SF TOTAL: 3013 S GARAGE: 540 SF SECOND FLOOR PLAN DATE 10/22/21 PROJECT No. DRAWING BY. CMT CHK BY. DWG No. [A]—FO-0-41-0 4 O 6 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. THIS PROJECT IS IN COMPLIANCE WITH 2020 RESIDENTIAL CODE OF NEW YORK STATE. AM �r• "`. �, 28'-0" 12" 8'-8" 8'-8" 8'-8" 12" t r w 1/'-0" a ` ARCHITECT R • y . r — — — — — — — — — — — — — L — — — — R R TO WALL WOOD STEPS — — — — — J F (14) 10d x 1 1/2" FASTENER / — — — — — TO GRADE REVISIONS �DESCRIP T ION L — — — — LINE OF DECK ABOVE — — — — — — 8/1/22 AS BUILT _ _ 3 2X10 ACQ GIRDER _I� 04 — J L — J L — J L - 12"0 SONO dBE ON _ 24%24%12" FOOTINGS MIN 36" BELOW GRADE °? (MUST BE VIRGIA SOIL) MTS12 s I I = 2 Io I o I oCq .- ® I N 32'-0" 14'-0" I 28'-0" I D 10 3'-4" 8_0 F_ - - - -� _ —WOOD STEPS— — 2xio ACQ LEDGER BOARD LAG BOLTED 0 BOX I RAFTER TO WALL TO RADE � 12"0 SONO TUBE ON - - - - - - - - - _ - - - - - - - - - - - - - - - - - — — — — — 24"x24'x12" FOOTINGS - - - - - - 12" 9'-4" 12" MIN 36" BELOW GRADE I SCALE: N.T.S. 0 0 - - - — (MUST BE VIRGIN SOIL) I 10" - - - - - - - - - - - - - - - - - - - - - - -1 to' 1 .I 3 2X10 ACQ GIR ER _ — — — — — — 3020 — — — — — -I I ° I o I 10" P.C. FOUNDATION WALL IM 0 0 0 I a — _ _ _ _ _ _ _ — — — J W/(2) #5 BARS TOP AND BOTTOM o I I ON 10%20" P.C. FOOTING ; A J I OUBLE UP JOIST UNDER W/(2) #5 BARS CONTINUOUS KITCHEN ISLAND I I CO CS16 rN I - - - - - - - - - - - - - - STUD TO BAND JOIST co M — — — — (20) 1 O x 1 1/2" FASTENER N 20'-8" UNFINISHED I 2'-10" I UJ CELLAR I I ° - I HEIGHT 0 MTS16 D35 IQ I 9' 0" CEILING Z c° I 1 RE Z oDO �, n IZ ¢o 4" POURED CONCRETE SLAB o t„ 0 Q I�v U_ o OVER 6" MIL. POLYETHLENE IIIQOQ" Z III II OLd a O � zz� ow U VAPOR BARRIER` ON WELL a f II I ° O M 0 SMOKE o � Z w O DETECTOR w M COMPACTED POROUS FILL °2N O N O Z CARBON F- —Z SMOKE LL O PZ MONOXIDE DETECTORUEXCAVTED DETECTOR rn ® ( /O 4POURED CONCRETE SLAB 3 1/2" STANDARD STEEL PIPE ALL GIRDERS SHALL BE SHIMMED Ir' ° LTP4 " OVER 6 MIL. POLYETHLENE I COLUMN ON A I LTP4 Q AS REQUIRED IN BEAM POCKETS = O VAPOR BARRIER ON WELL 30"X30"X15"DEEP POURED WITH STEEL SHIMS T v of W W COMPACTED POROUS FILL I PROVIDE 5/8" TYP "x" GYP. BD. ON CONCRETE FOOTING. TYP ( ) CEILING ABOVE FUR ACE FOR AT LEAST ( ) I M Uplift connectors shall aI 00 I S-0" ON ALL SIDES AS PER N.Y.S. CODE _ _ _ I bypass each other to I I N I I I N I I — — r _ _ _ — — I I LTP4, spacing as required fo prevent cross-grain W O �_ -1-�-7 -1 3 4" x 11 7/a, �� I shear. SSP spacing for uplift. tension of band joist. O zLn I (� Q SILL TO RIM JOIST O I � � z I I DIRECT VENT AS Bl�$j,J � L � L _J-L � L — � � L_ — ,� 5 I O s.. I <o I I= - 3_4'- -I $ 8 $ Q (12) 8d x 1 1/2" FASTENER N O Z¢ 20'-8" 10" e r E R 8._2.. 2.. Ilr 7'-8-" 7'-8 7'-8 I 10" 1 4'-8" LL _ 0 M IZw=O 14'-0" I - � _ NSI Iw 0 III o I ,v Z _ _ O O� I o o 4-Q I I— ~z I _ �= Q T r_ ~ = J < L O I — — � o ow UQ II OwUQ _ rn� I ul Q '7 & O_J —] & O-i I.� (n 3 >. U I I I w > > w I X I W c I" 8" P.C. FOUNDATION WALL I = I I Z J III I-0 0 Z Q Ix w �- ON 10%20" P.C. FOOTING I t°,� III =°,(D �o I III I Ridge Beam W/(2) #5 BARS CONTINUOUS M ®`i' III ^M ®N �_ I I Q I 1 1 I— N I I I I ul 5R �',� L - - O ,I I- - - - - - - - - - - - - - NCO co co J I III I — � Vl -- - - - - - - - - - - - - - - - - - - - - - I I III 110" I— L — RIDGE III - - - - - - - - - J I RAFTER — — — — — — — — — — — — — — — — — — — — — — — — 10" P.C. FOUNDATION WALL I I UNEXCAVATED W/(2) #5 BARS TOP AND BOTTOM = ON 10"x20" P.C. FOOTING I I 4" POURED CONCRETE SLAB I I Simpson Strong Tie W/(2) #5 BARS CONTINUOUS LO OVER 6 MIL. POLYETHLENE P 9 VAPOR BARRIER ON WELL I I WITH CEILING COLLAR TIES @ 32„ O.C. COMPACTED POROUS FILL I I CS-20x18” MIN. WITH (7) 10d COMMON NAILS PER RAFTER INSTALLED OVER PLYWOOD STEPS ABOVE RIDGE STRAP TIE 15'-7" 8" 9'-6" a8- 15'-7" SCALE: N.T.S. 22'-0" 10'-0' 42'-0" Charles M . Thomas 74-0 a r c h i t e c t S PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 2 P F O U N D A T I O N P L A N �l I I PROJECT 3 SCALE: 1 /4" MSTA ° I <I I I I".I D58 FOUNDATION PLAN Simpson Strong-Tie n ADJUSTABLE HANGER I SCALE: N.T.S. DATE: 10/22/21 PROJECT No. DRAWING BY. CMT CHK BY. DWG No. [AA00 5 -F070 5OF6 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE .ND 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 RESTIRICTIONS. FRAME REVERSE THRU & LAYOVER MAIN ROOF THIS PROJECT IS IN COMPLIANCE WITH 2020 RESIDENTIAL CODE OF NEW YORK STATE. S TEMP 2 2442 2442 EGRESS EGRESS EGRESS EGRESS W J — Q J Q Z p 4 ) 3046 30 6 FREESTANDING I tLLJ TUB 0 1 SHOWER / o ARCHITECT '' �' f•', J � J � BATHROOM J "'LINE OF FLOO BEL W ujw J c� 0 �6 2"X10" rrOf 2"X10" rr REVISIONS\--,-J E S C R IP T 1 0 N JSMOKE ® 16 OC. J @ 16 VC. _ < S —DETECT(R \ ( /JFK' 8/1/22 AS BUILT z , B E R 0 0 !q J v �o 2"X10" rr 2"X1 D" rr Y 3 16 OC. @ 16 OC. o 8' C G HT 8 0 —oMDcro p x 4 0" KNEE ALL o cO !Ft M A S E R J W D \06' o _ \ 10' -_F " _ N OD cnRBo o �6 4'DENT 4'01 4'VENT C -MONoxi E L cP 1NRU ROOF TIRO ROOF THRU ROOF 11 7/8- ML RI GE _� lb TTI W DETECT R ( ) (�) (�) p S DETEC R � O R00 1' I X �� DN 11 7/8" ML R DGE ib W LK IN NA -K It-t/ry I `,�- ' -,,lr� q-ry � LIN OF '-0" N ® - — _ ao -t-t/ry I N CLDS ' �1-I/ry �� �A LO C OS w - RousE I � I w.c uv luv � I w.c. I uv I uv � �Ly 4'-0' KNE WA L `D ��`� �� 8' LGH I NB I I I i 1OB I o ! "A � - I I I SECOND FLOOR o ` o r z t-t/r I o w 66 0 x -I _ --I � �' � I r---�2. -r z Q Q SMO N O \ N I r �2' I I — ww LI E OF FLOCR BE OW 11 S —oETE OR ¢i-t/2Y �t-t/2'v -t-t/ry 1 w 'Z"X10" rr 2"X10" rr w Y (� 16 OC. I ® 16 OC. Y FRESH AIR INLET WAR I NHc I Uv I I wG OKE I I cD CJ L I D.W. SHDG � !9 FIRST FLOOR w ,P� 1 W t-t/r t-t/r r t-t/r �� r o ( Ld o � Lr— j0\6,' ` AS PER IN.Y.S.PITC ED CONNECT TO APPROVED F.A.I. &SANITARY SYSTEM 3052 °° DE B TH 00 EGRESS S � \ 2"X10" rr � 2"X10' rr � ® 16 OC. 0 16 OC. rn LIN W LLS BELOW O INE OF W. I LAS BELO� l0 PLUMBING RISER DIAGRAM o 204 30 6 2 46 SCALE: N.T.S /�-y /�) GLASS GLASS GLASS � / 2446 3056 2446 2446 3056 446 P ROOF FRAMING PLAN W 3 O S 1 3 SCALE: 1/4" = 1'-0" 2 V l W UJ o z o — FRAME REVERSE THRU FRAME REVERSE THRU Ln & LAYOVER MAIN ROOF & LAYOVER MAIN ROOF r 11 �" ML RIDGE o \,,,/ f o 12 o 0 / 11 ML RIDGE 10.5 o F- z2"X6" CT ® 16" OC LAYOVER REVERSE GABLE OVE �4/% MAIN ROOF TYPICAL ROOF CONSTRUCTION — �— ASPHALT SHINGLE ROOFING OVER 15# ROOF FELT ON 1/2" CDX PLYWOOD SHEATHING. Z I— / \\_„ 2"X10" ROOF RAFTERS 0 16" O.C. o TYPICAL ROOF CONSTRUCTION moi/ ADJUST ROOF PITCH To �: 11 � ML RIDGE MATCH HEIGHT OF REVERSE ASPHALT SHINGLE ROOFING GABLE OVER THE GARAGE ,\'' UNFINISHED OVER 15# ROOF FELT ON •1/2 COX PLYWOOD SHEATHING. \// \ \ � �:�� ATTIC 2"X10" ROOF RAFTERS ® 1'6" O.C. ' ����\ TYPICAL CEILING CONSTRUCTION 2" X 10" CEILING JOISTS ® 16" O.C. W/ R-49 BATT. INSULATION TYPICAL CEILING CONSTRUCTION8'-0" PLATE HEIGHT 2"x10" CJ @ 16' OC. R-49 INSUL. - --- 2" X 10" CEILING JOISTS 0 16" O.C. 2"X10" CJ ® 16" OC. W/ R-49 BATT. INSULATION R-49 INSUL. 8'-0" WINDOW HEIGHT �a" SHEET ROCK —� WALLS AND CEILING SHEET ROCK TYPICAL WALL CONSTRUCTION WALLS AND CEILING CEDAR PERFECTION SHINGLES TYVEK HOUSE WRAP 1/2" CD X PLYWOOD SHEATHING ON 2"X6" WD. STUDS ® 16" O.C. FINISHED R-21 INSULATION REC ROOM co m � 00 BEDROOM 2 LIN. HALL BEDROOM 3 0 TYPICAL FLOOR CONSTRUCTION TYPICAL FLOOR CONSTRUCTION 4'-0" KNEE WALL 11 7/8" TJI FLOOR JOISTS @ 16"O.C. 11 7/8" TJI FLOOR JOISTS 0 16"O.C. W/3/4" PLYWOOD SUBFLOOR W/MIN. SOUND INSULATION W/3/4" PLYWOOD SUBFLOOR W/MIN. SOUND INSULATION T.O. SECOND FLOOR 9'-0" PLATE HEIGHT ` " 5/a' SHEET R C 12' 11 �" TJI JOISTS 360 4" 5L" SHEET 8'-C' WINDOW HEIGHT 2'­0 11 J" TJI JOISTS 360 SERIES Charles Ni . Thomas WALLS AND C IL G CA T. @ 16 OC. W 3 4 -q ® 16" OC. W/ 3/4" , i / / WALLS AND C LI PLYWOOD SUBFLOOR - PLYWOOD SUBFLOOR W/MIN. SOUND INSULATIO W/MIN. SOUND INSULATION TYPICAL WALL CONSTRUCTION GZ r C ' + e C + TYPICAL WALL CONSTRUCTION '' CEDAR PERFECTION SHINGLES TYVEK HOUSE WRAP 1/2" CD X l t CEDAR PERFECTION SHINGLES TYVEK HOUSE WRAP 1/2" CD , PLYWOOD SHEATHING ON 2"X6" W0. STUDS ® 16" O.C. PO BOX 877 JAMESPORT, NY 11947 (631) 127-1993 LAUNDRY HALL BATHROOM o o R-211NSULATION PLYWOOD SHEATHING ON 2"x6" WD. STUDS ® 16" O.C. BEDROOM KITCHEN R-21 INSULATION � i PROJECT TYPICAL FLOOR CONSTRUCTION 11 7/8" TJI FLOOR JOISTS 0 16"O.C. TYPICAL FLOOR CONSTRUCTION 11 7/8" TJI FLOOR JOISTS ® 16"O.C. T.O. FIRST FLOOR W/3/4 PLYWOOD SUBFLOOR W/MIN. R-21 BATT. INSULATION W/3/4" PLYWOOD SUBFLOOR W/MIN. R-21 BATT. INSULATION - - ------- -- - 3-2"X10" CCA GIRDER 11 �" TJI JOISTS 360 SERIES 11 TJI JOISTS 360 SERIES 3-1 3/4" X 11 7/8" ® 16" OC. W/ 3/4" ® 16' OC. W/ 3/4' MICROLAM GIRDER PLYWOOD SUBFLOOR 2"x6" ACO SILL PLATE %6" ACO SIL PLATE PLYWOOD SUBFLOOR -' ROOF FR AM i N G PLAN 8C TERMITE SHIELD, SILL SEALER, R-21 INSULATION UNFINISHED 5/8" DIA. ANCHOR BOLTS TERMITES IA D, ILL EALER, R-21 INSULATION CROSS SECTIONS @26"-0" O.C. ' S/8' DIA AN HO BOLTS x CELLAR ,2"0 SONOTUBE FOOTtMfr— o z CELLAR 6" 0" O.C. MIN. 36" BELOW GRADE — 10" P.C. FOUNDATION WALL NOTE: ENTIRE CEILING SHALL BE (MUST BE VIRGIN SOIL) NOTE: ENTIRE CEILING SH LL BE o 10 P.C. FOUNDATION WALL o W/(2) #5 BARS TOP AND BOTTOM �, 3 1/2" STANDARD STEEL PIPE COLUMN SHEET ROCKED WITH 1/2" TYP 'X' SHEET ROCKED WITH 1/2" TYP 'X' W/(2) #5 BARS TOP AND BOTTOM PER IRC 2015 ON 10'x20 P.C. FOOTING ON 10"x20" P.C. FOOTING ON A 30"X30"X15" DEEP PER IRC 2015 DATE: 10/22/21 W/(2) #5 BARS CONTINUOUS W/(2) #5 BARS CONTINUDUS POURED CONCRETE FOOTING. (TYP) PROJECT No. 10" 4" POURED CONCRETE SLAB OVERDRAWING BY. CMT 4 POURED CONCRETE SLAB OVERLIQUID MEMBRANE - 6" MIL. POLYETHLENE VAPOR 6" MIL. POLYETHLENE VAPOR WATERPROOFING COVE 10" BARRIER ON WELL COMPACTED CHK BY. BARRIER ON WELL COMPACTED LIQUID MEMBRANE WATERPROOFING COVE OVER FOOTING (TYP) POROUS FILL DWG No. POROUS FILL ,� OVER FOOTING (TYP) (2) f(5 BARS CONTINUOUS o e o (2) /�5 BARS CONTINUOUS e o o� W- 006 -Ka 60F6 S CROSS SECTI ON S C R 0 S S S E C T 1 0 N 1 SCALE: 1/4" = 1'-0" 2 SCALE: 1/4" = 1'-0" THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND UBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR M 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, i I - I THIS PROJECT IS IN COMPLIANCE WITH 2020 RESIDENTIAL CODE OF NEW YORK STATE. Hill IIIIII AFCH ITECT IA$PH4LLJOOF SHINGLES ffR INNER REVISIONS D E S C R I PT ION APP OVED AS NOTED ICE BARRIERS: ICE AND WATER SHEILD TO EXTEND s NDING SEAM DATE: D METAL ROOF B.P.# (O NOT LESS THAN 36" HORIZONTAL MEASURED ALONG 12 12 FEE: Dy. THE ROOF SLOPE FROM THE EAVE EDGE OF THE BUILDING. 14 NOTIFY TYP ALL ROOFS 14 BUILDING :'��r.';{^TM ( ) FOLLOWING 802 8 ANSpF=�-lG�I� FOR THE /\ /\I \ IIII III 1• FOUNDATION . �I�S. III.JTWO REQUIRED MASONRY CHIMNEY FOR POURED CC'NI RETE Ax C,1 / Ax s1 \ !Ax 51\ 2. ROUGH - FRAMING & PLUMBING 1" X 8" FASCIA 3. INSULATION T srA TAL ROOING F w/1"x2" OVER 4. FINAL - CONSTRUCTION 12 MUST 1 Xw�FRIEZE E BOARD R D ALL C 0' 14� BE COMPLETE >=pF G ONSTRUCTICN SHALL MEET THE 8'-0" PLATE HEIGHT REQUIREMENTS OF THE YOR CODES OF NEW ASPHALT ROOF H PER OWNER K ST a'=o" WINDOW HEIGHT DESIGN ORE. NOT RESPONSIBLE FOR - CONSTRUCTION ERRORS. 0 M I / A 81 '\ Ld IT-- d 3 63 6 o EG Ss 2 s 2 s E els 2 s 2 s EG A21 Ss .1 COMPLY WITH ALL CODES OF W/1"X2" OVER 3 2 5/4"x4" WINDOW EG SS & DOOR SURROUNDS NEW YORK STATE & TOWN CODES 1X8" FRIEZE RD STA DING SEAM AS REQUIRED AND CONDITIONS OF W/ 1"X2" OVE ET AL ROOF TYPICAL) CEDAR PERFECTION S NDING SEAM CEDAR PERFECTION Cr , nl CEDAR PERFECTION SHINGLES SHINGLES METAL ROOF SHINGLES T.O. SECOND FLOORif �" � c�l ITN ''^T^ N PI ANNI 9'-0" PLATE HEIGHT � SIG BOnRD 8'-0" WINDOW HEIGHT SOUTN4�DT ' 'TRUSTEES 5/4"x4" WINDOW & DOOR SURROUNDS I N.Y.S,DFF', (T Y P I C A L) 12" FYPON BRACKETLD — W OCCUPAN OR o TW3 510 TW31 1510 'J TW3 1510 D P F ION TW3 510 TW311510 TW3 510 TW311510 'W3051 0 TW310510 M Z EGR SS EGR SS EGR SS S I E EGR SS EGR SS EG ESS EGR SS EGR SS EG ESS USE IS UNLAWFUL y - r --- WITHOUT CERTIFICAT W ry 00 TFIFF �j �IDIN�� OF OCCUPANCY 0 Bo D BA N AR & i SI i G T.O. FIRST FLOOR � I— C/) �- I"X10" BELT BOARD ""X10BELT BOARD 1 O V J F81, X8" COLUMN W/ 8"X8" COLUMN W/ UNOFF"X AZEK (TYP.) 1"X AZEK (TYP.) RETAIN STORM WATER R Q GRADE PUR69A*,•y- TO CHARTER 236 W � 3: � OF THE TOWN CODE. r W (n O V1 � U) Qz Ln E F R O N T E L E V A T 1 0 N 0 = 1'-0" �` 0 SCALE: 1/4" I PLU!`��"3ER CERTIFICATION 0 ON LEAD CONTENT BEFORE O 0 CERTIFICATE OF OCCUPANG r � T SOLDER USED IN WATER _ \ SUPPLY SYSTENI CANNOT O I- o EXCEED 2/10 OF 1% LEAD. = Q Z �-- > f- 12 PLUMBING O U q+ OF SHINGLES 12 OF SHINGLES ICE BARRIERS: ICE AND WATERS EILD TO EXTEND ALLPLUI-+SI° I a ebi.`�TE PER OWNER PER OWNER NOT LESS THAN 36" HORIZONTAL MEASURED ALONG &,-WATER LINrc" NEED 20 10 THE ROOF SLOPE FROM THE EAVE EDGE OF THE BUILDING. TL Ik r-,"'S E F 0 R E COVERING (TYP ALL ROOFS) ELECTRICAL 7 INSPECTION REQUIRED 1W X 8" OVE CEDAR PERFECTION 12 SHINGLES �14 1X8" FRIEZE W,✓ 1"X2" GIVE 14r� 1yFqTY TV 4#1#1_ I T771 I I I I I 1 11 1 []PERHOWNER OF SHINGLESALT TRUSS PLACARf3.':G�i- QE1I:RGp SEP 2 2021 ING DEPT. 5/4"x4" WINDOW BUILD & DOOR SURROUNDS (TYPICAL) TOWN OF SOUTHOLD Ld H DO NOT PROCEED WITH FRAIANG UNTIL SURVEY 2 2 2 2 OFF OUBNDAy ON LO ATIION 3 2 3 2 3 2 3 2 3 2 3 2 3 52 EG SS EG SS-- EG SS EG SS EG SS EG SS EG ESS Charles M . Thomas I �- r' p CEDAR PERFECTION CEDAR PERFECTION CEDAR PERFECTION a r C h p C t SHINGLES MN N SHINGLESBlocvcr door SHINGLES PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 . and ductwork testing required. PROJECT 2412 2442 2 2 TW3 510 Must provide Manuals EGF ESS D, J and S as per CEDAR PERFECTION SHINGLES NYS Energy Code FRONT ELEVATION FWG 14080-4 - 808 PLR 1"x10" BELT BOARD All exterior lighting installed,replaced or rnnnarnA rhall conform GRADEt4 Chapter 172 DATE: 9/2/21 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA PROJECT No. of the DRAWING BY. CMT GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM CHK BY.WINTER ICE BARRIER FLOOD AIR MEAN DWG No. SNOW SPEED TOPOGRAPHIC SPECIAL WIND WIND—BORNE DESIGN FROST DFPTH DESIGN UNDERLAYMENT HAZARDS FREEZING ANNUAL TEM E REAR ELEVATION ( LOAD 9MI(MPH) EFFECTS REGION DEBRIS ZONE CATEGORY WEATHERING LINE TERMINATE TEMP. REQUIRED INDEX - 0 -F001 1 OF 6 SCALE: 1/4" = V-0" l 20 PSF 130 NO NO YES 8 SEVERE 36" MODERATE 11 YES FROM 1998 599 TO HEAVY FIRM MAPS I 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 WHCLE 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. I THIS PROJECT IS IN COMPLIANCE WITH 2020 RESIDENTIAL CODE OF NEW YORK STATE. Y f1 , ARCHITECT REVISIONS D E S C R I P T ION I IN-1 1A I - - OF SHINGLES PER OWNER � 111112 1 11 Hill 1 111110.5 f ui OF SHINGLES 20 10 �E W E PER OWNER 1O. H L OOF S INGIFS FF7TTT-F I I I El117 PER OWNER 00- 1" X 8" FASCIA r 1" X 8" FASCIA Q O O W/1"X2" OVER W/1"X 2" OVER � I--- 1 X8" FRIEZE BO 1X11" FRIEZE BOARDIT-r- ill , n W/ 1"X2" OVE U J W/ 1"X2" OVER U) Q W O W W P ALT OF SHINGLES PER OWNER W n O I,I � Q z LO 0 � EG ESS O r ° O - 12 12 Q 6 6 '/ -CEDAR PERFECTION MASONRY CEDAR PERFECTION O SHINGLES CHIMNEY SHINGLES O O �CANQ AN Q y� CEDAR1 CEDAR PERFECTION 2-0 PERFECTION SHINGLES CANT. r SHINGLES O 1 " F PON 5/4"x4" WINDOW O - RA ET & DOOR SURROUNDS ' (7YP IC AL) � O I TK 510 TW 510 TW3 510 (� EG ESS EGF ESS EGF ESS 8"X8" COLUMN W/ W-0 < 1"X AZEK (TYP.) 8"X8" COLUMN W IT 1"X AZEK (TYP.) B X10"ELT RD 1"XIO" BELT BOARD 1"X10" BELT BOARD E S I D E E L E V A T 1 0 N E S I D E E L E V A T 1 0 N 3 SCALE: 1/4" = 1'-0" 4 SCALE: 1/4" = 1'-0" Charles M . Thomas a r c h i t e c t PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 PROJECT SIDE ELEVATION DATE: 9/2/21 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA PROJECT No. DRAWING BY. CMT GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM CHK BY. WINTER ICE BARRIER FLOOD AIR MEAN DWG No. SNOW SPEED TOPOGRAPHIC SPECIAL WIND WIND-BORNE DESIGN FROST DESIGN UNDERLAYMENT HAZARDS FREEZING ANNUAL TEM LOAD (MPH) EFFECTS REGION DEBRIS ZONE CATEGORY WEATHERING LINE TERMINATE TEMP. REQUIRED INDEX ❑A - 002- �0 DFPTH20F6 20 PSF 130 NO NO YES B SEVERE 36" MODERATE 11 YES FROM 1998 599 TO HEAVY FIRM MAPS 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 2020 RESIDENTIAL CODE OF NEW YORK STATE. ARCHITECT REVISIONS D E S C R I P T 1 0 N 1 WOOD STEPS GRADE o I i� 14'-0" REAR DECK S S -5/4" X 4° MAHOGANY DECKING = O I 12 74'-0" o 32'-0" 14'-0" 28'-0" 11'-0" 16'-1" 4'-11" 8'-0" 6'-0" 6'-3" 13'-9" 8'-0" Simpson Strong-Tie HDU (CORNER HOLD DOWN) (TYPICAL THROUGHOUT, SEE DETAIL A2) FWG 6080 FWG 12080-4 (3) 9 1/2" ML HDR - H U CORNER HOLD DOWN o 4"X6" POST o -_ _ _ _ _ LINE OF WALLS ABOVE i7 2442 2442 j D I N I N G 0 of — J ® I DW� — — to I IL -11 30 10 20 2 I 12'-0" I I 27'-0" -2" W �® KITCHEN `" I "' II I W W LAUN •RY 0 s CLG HT I I- �, (r p ( PROVIDE TILED O L J I SHOto WER PAN -6' W 8'-6" I J L V r PROVIDE TRAP PRE ER ® = I O GREAT 01 I T DRAIN. VENT DRYER F ISLAND O I `� O R 0 0 M Lo z TO EXTERIOR = I o0 M I ® rn � I � H W o �_ F - -1 F - -1 F - 7 F -1 9 CLG HTuj — — _ Z5 `r I to N O V1 (A J r — L �aD I CLOSET N o�� R�F. O 0 0 0 0 I IIS o I 4,rX6" J T W = W Q (n O O—DETECTOR J W I IN I N I = O N I m w 9' CLG HT I v Iv o _ � I W L_ _� M CARBON io o _ ��� 7" X 16" PARALLAM_DROP _ M O o I ON I MONOXIDE W SMOKE O CV ,. ��^ —I I O DETECTORn LO C) ® — 2 CAR tn ° (2) 11 7/8" ML HDR 4"X4" POST c,'( z 7 ® f _F- I GARAGE = BATH i s I K co _ 0 of I I4" POURED CONIC SLAB ON `°0 1 = 2°�0 O COMPACTED FILL WITH '� 125 CFM _ do I= O EXHAUST WWM 6X6 / 1OX10 00 FAN TO �p`�� I _ I I �■\/�,' EXTEST RIOR I o �� 0 21'-0" 4'-1 5-0 11'-8.. Q.. 2.- .. '-4" -8" 1 O 3080 w w M O it - - 1HR. RATED w �p I I� w SHOWER cn 6 _ 5/8" TYPE X SHEETROCK = BEDROOM 6 I U- "' O O = = WALLS & CEILING I '° (i 9' CLG HT I I I m o I o o I M M U I O �" X 4" MAHOGANY A l O SMOKE I DECKING N S DETECTOR I (^ e CV �~ I FOYER �ss LIVING ROOM D a _ o �- 9 CLG HT r 1 ® UP Iiv 9' CLG HT o DSMOKE ETECTOR ® `J (3) 2"X10" HD pm _ 30 i10 30 AO 30510 �6' `i II 0� o V 6� II M _ 4" 4.. II 4" 4' oI n 101 I 30510 30510 30510 3080 30510 30 10 30510 POURED CONCLANUNG — WTH BLU STONE FINISH — — — — — — — — — — — — — LINE OF OVERHANG ABOVE FRONT LINE OF OVERHANG ABOVE P RCH 8"X8" COLUMN W/ 1"X AZEK (TYP.) 2'_54" 4'-4" 6'-8" 6'-8" 4'-4" 2'-5" 4 8'-0" 13'-0 13'-0" I 22'-0" 10'-0" 42'-0" 74'-0" Charles M . Thomas s 1598 SF LIVING 2 a r c h i t e c t PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 (—P F I RST FLOOR PLA N PROJECT SCALE: 1/4" = 1'-0" FIRST FLOOR PLAN: 1598 SF SECOND FLOOR. PLAN: 1420 SF TOTAL: 3018 SF GARAGE: 540 SF FIRST FLOOR PLAN DATE: 9/2/21 PROJECT No. DRAWING BY. CMT CHK BY. DWG No. o- 003 - 00 3OF6 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 PgRT, 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 2020 RESIDENTIAL CODE OF NEW YORK STATE. ARCHITECT REVISIONS D E S C R I P T 1 0 N S S 1 2 32'-0" 14'-0" 28'-0" 7'-6j" 13'-5j" 8'-0" 6'-0" FRAME REVERSE THRU AND LAYOVER MAIN ROOF I c Ss 3052 3052 3052 3052 2442 2442 EGRESS EGRESS EGRESS EGRESS n t J / T O " .L J 1 ' " 6'-8" I z 5-0 3046 3046 N MLLZrIAINUIINU ue o I (3) 9 15?-0" HDR I Q W aw o- Q SHOWER W 2"x10" o RAFTERS ® 16" OC. 2"x10" ROOF RAFTERS ® 16" Oc. / o LINE OF WALLS BELOW .y� _ 6� W I I 2"x10" CJ ® 16" OC. / I is p` 30 2 LINE OF FLOOR BELOW �9y 1 ti� o ( SET 0 10' AFF / '- o EGR ss — — — — — — — — — — 11 -8 °' I R49 INSULATION F 4„ 2, o„ ,� MASTER I I ��` / I I 3 = Q = Q SMOKE \ 'L9 BATHROOM = W p 3 U (n OS '--DETECTOR \�� p0 I ,P/ C) = AX281 O ¢ W.n WG F`1 I Q I o1 I M W = .I 10" RO RAFTERS ® 6" OC. 2"x10" ROOFI RAFTERS W 'r° ®N a ^Z ix B E D R 0 0 M 77 cc. 3 L 0 16" 14'-0" KNEE WAL ��r cn o Q- `` 8' CLG HT I I� O sMOK/ (Al IQ I � _ ��,� e ,`� W X 8'-0" 3'-4" I S --�jD'EyEcroR I� I J U N F'rN S H L'D ,�� �5 I 1~i c _ PROVIDIE TILED I I M A S ' I/ E R I� (` {` Q p _I SHOWER PAN O W W ATTIC S SRA E J— — — — LINE OF 8_0'_ — ` �— — =X �' WASHER, ° �I I z B E D R 0 0 M o z `` /` O 04 WAD PROVIDIE TRAPLiV10\10 I-I O IJ L p a PRIMER °DRAIN� EVENT DRYER TO TRAY CLG EXTERIOR `I I ® 10' AFF o I I =X P.D. 3068 N � U CARBON \ r0 2 ui 11 7/8- ML RIDGE N V O N �ULL-D W I c ©—MONOXIDE \ I �% �6 1 SMOKE t0 D TECTOR I O a) O,p SS DETECT .y�O�O �A\TTiC I O$ -DMTOKE ECTOR / M 1— O J I R N ® �' 64� I / 7 7'-4" 7- " R r —D 11 7/8" ML RIDGE — O F I '00 U-iI W I - - - - LINE OF 8'-0" ®- - — - - - - -� C N o l l ie I W r Of iv LIN CLOS a I WALK IN I I WALK IN n I M W W W > O _ �� I I I CLOS I I CLOS o Z I ' d I J I I<<�� 4'-0" KNEE WAL I I 0 2Nc�/ 60� 1'-10" ��� ' CLG HTLl W ti J 0 O U I n 5' 10" 4'-0" 3'-6" p O L1 J CJ L 26 = (�"I 3Y O Q w " o AX 81 0 a O z Q = p(0� W O N _� 12 LL n ® �"x10" CJ 16" OC. Z Of L O W ryI I C � II E OZ Q SMOKE Q>- _- 9 0 Oo OW `DETECTOR O- DETECTOR =OI " O 0 O12 0 C NOM 0 LINE 0 FLOOR ELOW � B E D R O B E D R O O M o10" RO RAFTERS ® 6" OC. 2"x10" ROF RAFTERS 1 11 ,25 CFM ® 1 " OC. EXHAUST FANI0 N nzN 8' CLG HT � ECTEROR 8CLG HT Lm - - -L N — - - - - - T I R00 '� s� Z D 3052 o M I � BA ,,, EGRESS O rr 11 14'-0" 1 11'-4" 0" 4" 12'-8" �J 0 LINE OF WALLS BELOW LINE OF WALLS BELOW to U J V 1 - - - - -4- 4 - - - 2046 30 6 - - - - - - - - - - - � 2046 4" 4" J. GL SS TEMP TEMP I G A S GLASS c-4 2446 3056 2446 2446 3056 2446 EGRESS EGRESS 11'-0" 11'-0" 2'-0" 2'-3" 2'-3" 3'-6" 8'-0" 8'-0" 5'-^" 5'-0" 8'-0" 8'-0" 22'-0" 10'-0" 16'-0" 10'-0" 74'-0" s 1420 SF LIVING s 1 2 Charles M . Thomas a r c h i t e c t PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 PROJECT P SECOND FLOOR PLAN 2 SCALE: 1/4" = 1'-0" FIRST FLOOR PLAN: 1598 SF SECOND FLOOR PLAN: 1420 SF TOTAL: 3018 SF GARAGE: 540 SF SECOND FLOOR PLAN DATE: 9/2/21 PROJECT No. DRAWING BY. CMT CHK BY. DWG No. 91-0-0­40 4O 6 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 2020 RESIDENTIAL CODE OF NEW YORK STATE. ARCHITECT 12'-6" 28'-0" R TER TO WALL f 5'-3" 5'-3" 1'-0 '-0" 8'-8" 8'-8" 8'-8" V_00 (14) 1 O x 1 /2" FASTENER REVISIONS D E S C R I P T ION LINE OF DECK ABOVE _ I- + -1 r - -I r — _1 r — �I_ 3 2X10 ACQ GIRDER _I N _ — — LINE OF DECK ABOVE_ �_ J L _ .J L _ J L — I _ 3) 2X1L 0 ACQ GIRD R L — J 12"0 SONO TUBE ON MTS 12 1 24"x24"x,12" FOOTINGS MIN 36" BELOW GRADE 1 = (MUST BE VIRGIN SOIL) o 1 = N 32'-0" 1 14'-0" 28'-0" D101 1 � 1 , 1 2X10 ACQ LEDGER BOARD LAG BOLTED 0 BOX RAFTER TO WALL SCALE: N.T.S. 0 1 i� 2X10 AC LEDGER BOARD LAG BOLTED TO BOX 8" P.C. FOUNDATION WAL 00 ON 10"x20" P.C. FCOTtN. I o 0 I f— — — — — — — W/(2) #5 BARS CONTINUOUS DOUBLE UP JOIST UNDER - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� I KITCHEN ISLAND I I CS16 —KN _ - - - - - - - - - � I I STUD TO BAND JOIST - - - - - - - - - - - - - - - - - � I L - -� (20) 10d x 1 1/2" FASTENER N 1 20'-8" l� HWH I F 1 W BOILER UNFINISHED I `��' ° x I = ° MTs,s D35 U IQ O I I DIRECT VENT GAS BURNER CELLAR N Z °° I J ( o < I� F I (PROVIDE 5/8" TYPE "X" GYP. BD. ON CEILING = F °' I I `� X Z Q O ABOVE FURNACE FOR AT LEAST 3'-0" ON 4" POURED CONCRETE SLAB O w 0_J Io 0 I ALL SIDES AS PER N.Y.S. CODE 1- 0 OVER 6" MIL. POLYETHLENE � I I UJ M ¢I-co N N VAPOR BARRIER ON WELL `D Z L� w IZUJ O I S —DETECTOR O !n O N n ®N LJJ Z) SMOKE O o COMPACTED POROUS FILL ' =�CO I -I ° Q L 0 O = I 0 Z CARBON Z SMOKE D-O O — S ----DETECTOR K o UNEXCAVATED I I © MONOXIDE O Ip_, Z DETECTOR �M ®N {" c v 4" POURED CONCRETE SLAB I 3 1/2" STANDARD STEEL PIPE ALL GIRDERS SHALL BE SHIMMED I ° LTP4 1CD OVER 6 MIL. POLYETHLENE I COLUMN ON A AS REQUIRED IN BEAM POCKETS I o LTP4 i I VAPOR BARRIER ON WELL I 30"X30"X15"DEEP POURED WITH STEEL SHIMS (TY ) I I I W 0 COMPACTED POROUS FILL I CONCRETE FOOTING. (TYP) I to Uplift connectors shall � W 00 I I _ _ _ I bypass each other to NI I N I — — — r - - _ I ( LTP4, spacing as required forprevent cross-grain (� W O 1 F_ 7 F_ 7 �� ��-113/4 x 11 7/8 r tension of band joist. " ' 0 f ,.,�- _ _ -LMIC� shear. SSP spacing for uplift. Jz Ln 1 1 I I �- -0+ - - ' �T� - - IROLAM GIRDER _ _ j _ _ _ Ia I I I r - I SILL TO RIM JOIST L- _ _J L_ _ _J L_ _ _J L_ _I L .I L_ _ L _ ___I O 1�m oz I I N J" 4" $" 4" �" I 1 a 12 8d x 1 1 2" FASTENER O x 8'-2 s'-3 s'-10 8'-2 8'-2 ( ) / O E;" Z Q O 20'-8" 8" I 5'-1" 5'-1" I- =4"- 8' 4-8' (� = I x Q I-(/) 5-4" - -� L — — — O (( I� O M x zwo I - - - - 14'-2" II ~ I ij I II < O O—T1— O Wz NW I oo — Z Z 4-s- o o � ¢O NP~ Y O 2X10 ACQ LB LAG OLTED TO BOX wO ? x I 8" P.C. FOUNDATION WALL o o — — - I C)-Z o.oZ ¢ 1x w I ON 10"x20" P.C. FOOTING I I i cD = co 1 w I Ride Beam W/(2) 5 BARS CONTINUOUS `O a I N UP N ``� Q (� 1 1 - 14R ILIL M' o- to I - - I O r 1 - iv 1 (3) 2X10 ACQ GIRDER a) — — — — — — — LINE OF DECK ABOVE�D 1 u — — — — — — — — — — — — — — — ° o SONO 12"0 "x12" FUBEON I L - - - - - - - - - - I I RIDGE 24 x24 x12 FOOTINGS I — — — — — -� — 1 °°° MIN 36" BELOW GRADE In o0 0o (MUST BE VIRGIN SOIL) — — — — — — — — RAFTER 8" P.C. FOUNDATION WALL = I ( I U1NEXQAVATED ON 10"x20" P.C. FOOTING I W/(2) #5 BARS CONTINUOUS J, 1 OVERUR ED CONCRETE ESLAB P 9 Tie Simpson Strong 1 1 ENE VAPOR BARRIER ON WELL WITH CEILING COLLAR TIES @ 32" O.C. COMPACTED POROUS FILL CS-20x18" MIN. WITH (7) 10d COMMON NAILS STEPS ABOVE PER RAFTER INSTALLED OVER PLYWOOD RIDGE STRAP TIE 17'-0" 8" 6'-8" 8" 17'-0" SCALE: N.T.S. 22'-0" 10'-0" 42'-0" Charles M . Thomas 74,-0„ a r c h i t e c t s PO BOX 877 JAMESPORT, NY 11947 (631) 721-7993 2 I ('P FOU N DATION PLAN o PROJECT 3 SCALE: 1/4" = 1'-0" + 4 _ MSTA I I I I I".I FOUNDATION PLAN Simpson Strong-Tie ADJUSTABLE HANGER SCALE: N.T.S. DATE 9/2/21 PROJECT No. DRAWING BY. CMT CHK BY. DWG No. [A]-FO-075 -0 5OF6 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. it I THIS PROJECT IS IN COMPLIANCE WITH 2020 RESIDENTIAL CODE OF NEW YORK STATE. FRAME REVERSE THRU AND S TEMP LAYOVER MAIN ROOF 2 2442 2442 EGRESS EGRESS EGRESS EGRESS W < JQz 1. CL O r 3046 30 6 FREESTANDING 9 1 ML HDR w r f` ` TUB u F4 S p R = V)i 797 4 t r 1 " . ARCHITECT J to J ��8 3852 B TH O M ti° I , 3 IN OF FLOOF BEL W c uj REVISIONS D E S C R I P T 1 0 N �6 2'X10" rr "X1 rr J SMOKE @ 16 C. b 16 LL. � _ < S DETECT R C ` Z B E R 0 10 Nil 2"X10" rr 2"X10" rr Y 3 O P{ @ 16 OC. ® 16 OC. { 8' C G HT t vo eOcTO p v� 4' 0" NEE ALL `D Fj- M A S E R `° ATTIC SrCRAGE �� � R 0 W D Uo X66 o � RA'r LG 10' AFF N P.D. 3068 C VENT ( 11 7/8- ML RI GE _ _ C Mo oO E Do \06 THRU W 1HRU ROOF SMOKE W DETEC R (�') (�') (Tm.) S DETECT ,� TTI S -SMOKE R ROOF Of DN 11 71e ML R DGE r CO LIN OF -0" 4-1-10I Ir 7L 0-1-1/1v q-2v N © N CL s WALK IN NA- K I ¢-I-1fry i i ,I -t- v 9-1-1fru L O C os I It LAV IIAV � HOUSE glD I I I I .0 I UV i LAV I � I I I tus I o }` 4'-O' KNE WA x Al'c V J 8' LG H I I I SECOND FLOOR cj C3 r r l r ,-tft I r r 1-Ifz• I a 0 o z X 81 _ 0- x z Q kTSMEToE OR N O -i w w I I Q 1-1/2-V cis-2'V w 2"X10" rr 2"X10" rr w M o I rrwsHER � I I rc Y ® 16 OC. @ 16 OC. Y ti° FRESH AIR INLET I I Uv I I I "l,' E I [DI-W SHDO O O .� � FIRST FLOOR LINE F FLOOR ELO J� �O `� 9�p t-tfp t-1/2• Y 1 tfY 2• S Rx ca W "X10' rr o L 16" OC. �O� �O 9< CONNECT TO APPROVED P.Y.C.PIPE PoTCHED V " " F.A.I. &SANITARY SYSTEM AS PER N.Y.&CODE .. Irr @ 16' OC. ll�o @ 16" C C. I BlITHI 00 11 ,z 30 2 \ 2"X10" rr "X10,I" rr \ Y EGRESS S @ 1 OC 16 C. 1 W F PLUMBING RISER DIAGRAM D � 0 ° 204 306 2046 SCALE: N.T.S ( n GLASS GLASS GLASS O ------ - R ROOF F F R A M I N G PLAN A N 2446 3056 2446 2446 3056 446 I I w 0 P --� SS W > 3 SCALE: 1/4" = 1'-0" S rr W > / 2 W z ° 0 C/) Q Ln - 11 �" ML RIDGE f�\ < 0 0 0 12 0 �— //� 11 ML RIDGE 10.5 T 12 \ 2"X6" CT @ 16" OC •i• LAY VER REVERSE GABLE OVE 10.5 MAIN ROOF TYPICAL ROOF CONSTRUCTION j� \ ASPHALT SHINGLE ROOFING (� ' \ OVER 15# ROOF FELT ON 1/2" CDX PLYWOOD SHEATHING. I I 2"X10" ROOF RAFTERS 0 16" O.C. L L O U TYPICAL ROOF CONSTRUCTION 11 j" ML RIDGE UNFINISHED (n U} ASPHALT SHINGLE ROOFING ATTIC OVER 15# ROOF FELT ON 1/2" COX PLYWOOD SHEATHING. TYPICAL CEILING CONSTRUCTION 2"X10" ROOF RAFTERS @ 16" O.C. 12 I \ � Q8 W/ R'49 BEALTT.GJOISTS 0 INSULATION 16" O.C. TYPICAL CEILING CONSTRUCTIO 2"x10" CJ @ 16" OC. R- 9 INSUL. 2"x10" CJ @ 16" OC. R-49 INSUL. 2" X 10" CEILING JOISTS @ 16" O.C. 12 L_ " SHEET ROCK HE W/ R-49 BATT. INSULATION 14� WALLS ANED COLING WALLS AND CEILING TYPICAL WALL CONSTRUCTION LINE OF RO \ CEDAR PERFECTION SHINGLES TYVEK HOUSE WRAP 1/2" CD X BEHIND DORMER PLYWOOD SHEATHING ON 2"X6" WD. STUDS @ 16" O.C. R-21 INSULATION UNFINISHED o \ OD BEDROOM 2 LIN. HALL BEDROOM 3 ATTIC STORAGE °° CL12 TYPICAL FLOOR CONSTRUCTION 11 7/8- TJIJOISTS 0 16-O.C. TYPICAL FLOOR CONSTRUCTION \ 2'Ij0„Q6 W/3/4” PLYWOODRSUBFLOOR W/MIN. SOUND INSULATION 11 7/8" TJI FLOOR JOISTS @ 16-O.C. W/3/4" PLYWOOD SUEIFOOR W/MIN. SOUND INSULATION ul OC CEILING JOISTS Charles M Thomas 2'-0" 11 J" TJI JOISTS 360 SERIES 12" " (3) 2"X12" D CANT. @ 16" OC. W 3 4" 5/s" SHEET R C 11 � TJI JOISTS 360 SERIE �/e" SHEET ROC / / WALLS AND C LI A WALLS AND CEILING HEADER TYPICAL WALL CONSTRUCTION @ 16" OC. W/ 3/4" IN I PLYWOOD SUBFLOOR a r C h i t e C t PLYWOOD SUBFLOOR I I W/MIN. SOUND INSULATION W/MIN. SOUND INSULATIO 8"X8" COLU14N CEDAR PERFECTION SHINGLES TYVEK HOUSE WRAP 1/2" CD X TYPICAL WALL CONSTRUCTION I I SE ECTIONP F PLYWOOD SHEATHING ON 2"x6" WD. STUDS @ 16" D.C. PO BOX 877 JAMESPORT, NY 11947 (631) 127-7993 / LAUNDRY HALL BATHROOM 1 I o OWNER o f�-21 INSULATION CEDAR PERFECTION SHINGLES TYVEK HOUSE WRAP 1/2- CD 1 IBEDROOM KITCHEN PROJECT RL21 OD NINSULATION ING 'ON 2"x6" WD. sTuos ®1s" O.C. 1 1 TYPICAL FLOOR CONSTRUCTION I LINE OF SIDE ENTRY--- 1 WALL 11 7/8" TJI FLOOR JOISTS @ 16-O.C. TYPICAL FLC►OR CONSTRUCTION 1 1 W/3/4" PLYWOOD SUBFLOOR W/MIN. R-21 BATT. INSULATION 11 7/8" TJI FLOOR JOISTS @ 16-O.C. W/3/4- PLYWOOD SUBFLOOR W/MIN. R-21 BATT. INSUA71ON 3-2"X10" CCA GIRDER 11 J" TJI JOISTS 360 SERIES 3-1 3/4" X 11 7/8" 11 J" TJI JOISTS 360 SERIES @ 16" OC. W/ 3/4" MICROLAM GIRDER ROOF FRAMING PLAN & @ 16" OC. W/ 3/4" UNFINISHED PLYWOOD SUBFLOOR PLYWOOD SUBFLOOR 2"x6" ACO SILL PLATE R-21 INSULATION UNFINISHED CROSS SECTIONS R-21 INSULATION TERMITE SHIELD, SILL SEALER, G CELLAR .- 5/8" DIA. ANCHOR BOLTS CELLAR 12"0 SONOTUBE FOOTING--- OI Z _ " , , MIN. 36" BELOW GRADE @26"-0" O.C. p NOTE: ENTIRE CEILING SHALL BE [ I NOTE: ENTIRE CEILING SHALL BE (MUST BE VIRGIN SOIL) � 8" P.C. FOUNDATION WALL � SHEET ROCKED WITH 1/2" TYP 'X' 1 8" P. #5 BARS, TOP & BOTTOM 3 1/2" STANDARD STEEL PIPE COLUMN SHEET ROCKED WITH 1/2 TYP X PER IRC 2015 PER IRC 2015 CONTINUOUS ON 20"X20"X10" 0 A 30"X30"X15 DEEP DATE: 9 2/21 4" POURED CONCRETE SLAB OVER P.C. FOOTING W/(2) #5 BARS P URED CONCRETE FOOTING. (TYP) 4" POURED CONCRETE SLAB OVER PROJECT No. CONTINUOUS 6" MIL. POLYETHLENE VAPOR DRAWING BY. CMT 6 MIL. POLYETHLENE VAPOR BARRIER ON WELL COMPACTED CHK BY. BARRIER ON WELL COMPACTED LIQUID MEMBRANE WATERPROOFING COVE POROUS FILL POROUS FILL OVER FOOTING (TYP) DWG No. a e e e a006 e e ° (2) #5 BARS CONTINUOUS —1001 s CROSS SECTI ON rs CROSS SECTI ON 6OF6 1 SCALE: 1/4" = 1'-0" 2 SCALE: 1/4" = 1'-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, TOP PLATE FRAMING TO ACCOMADATE TABLE R 301.7 CORNER AND PARTITION POSTS ALLOWABLE DEFLECTION OF STRUCRURAL MEMBERS PIPING — R602. 7. 2 STUCTURAL MEMBER ALLOWABLE RAFTERS AND CEILING DEFLECTION JOISTS OR APPROVED ROOF TRUSS TOP PLATES RAFTERS W/ GREATER L/180 SLOPES THAN 4 W/NO TOP PLATES FINISHED CEILING SECOND STORY TOP PLATE— WW rMM TABLE 3.1 ATTACHED TO RAFTERS TOP PLATE SEE DRILLING AND 16d NAIL AT 24" O.C. ALCOR AOARDWTHTALC�U� IN STUD INTERIOR WALLS AND H/180 JOIST IS PERMITTED TO NOTCHING PROVISIONS FLOORS AND PLASTERED L/360 STUD BE CUT OR NOTCHED BORED HOLE MAX CEILINGS FLOOR JOIST— BETWEEN THESE LIMITS WALL STUD— DIAMETER 60% ALL OTHER STRUCTURAL L/240 BORED HOLE MAX z SEE DRILLING AND SEE DRILLING AND MEMEBERS BOTTOM PLATE NOTCHING PROVISIONS NOTCHING PROVISIONS OF STUD DEPTH DIAMETER 40% EXT. WALLS W/ PLASTER OR H 360 OF STUD DEPTH � WFCM SECTION 3.3.1.1.1 / — 1/3 SPAN 1/3 SPA WFCM SECTION 3.4.1.1.1 WOOD STRUCTURAL PANEL 5 8" MIN. TO EDGE NSTALLED IN ACCORDANCE / STUCCO FINISHE „ 1 L—A d NAIL AT 6" O.C. WITH WFCM TABLE 3.1 EXT. WALLS-WIND LOADS L/240 5/8 MIN. TO EDGE - a � ALL PANEL EDGES) WITH BRITTLE(b) FINISHES T 8d NAIL AT 12" O.C. ON ALL EXT. WALLS-WIND LOADS L/zoo 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 AND BRIDGING BLOCKED AGAINST (a CORNER DETAIL PANEL EDGES 40% OF STUD DEPTH NOTES: L= SPAN LENGTH, H = SPAN HEIGHT 25% OF STUD DEPTH TOP PLATE BAND JOIST ROTATION IN ACCORDANCE \ ) a. The wind load shall be permitted to be taken as 0.7 times the7 cn OR BLOCKING SEE WFCM SECTION 3.3 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 AND 3.3.1.4 BRIDGING d NAIL AT 6 O.C. ACCORDANCE WITH WFCM TABLE 3.1 BORED HOLES SHALL NOT deflection limits herein. 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 WALLof the cantilever. 59— LL CROSS SECTION OF CUT OR 5/8" MIN. TO EDGE c. For aluminum structural members or pantiles 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 glass or sandwich panels, the total load deflection shall not AND SO BORED LAP JOIST 3 IN, MIN, CUT INTO STUD — z BAND JOIST —BOTTOM PLATE FOR FIRE BLOCKING exceed L/60. For sandwich panels used in roofs or walls of o N WOOD STRUCTURAL PANEL sunroom additions or patio covers, the total load deflection shall -n N OR BLOCKING 16d NAIL AT 24" O.C. INSTALLED WFCM TABLE not exceed L/120 TABLE R 301.2.2.2.1 WFCM 2015 SBC HIGH WIND EDITION �° e WFCM 2015 SBC HIGH WIND EDITION SILL PLATE e JOIST o . SECTION 3.4.3.1 .1 FIGURE 3.313 WALL BRACING ADJUSTMENT FACTORS BY ROOF SECTION 3.4.2.1 .1 FIGURE 3.3 A ORABASEMENT SUBFLOOR FFRAMING MEMB,�RS ATPANELNOTCHING AND BORED HOLE LIMITATIONS COVERING DEAD LOAD NOTCHING AND BORED HOLE LIMITATIONS FOUNDATION MONOLITHIC EDGES AND 12 O.C. ON ALL ROOFDEAD LOAD G ROOF LOAD G SLAB—ON—GRADE (b) INSIDE CORNER DETAIL FRAMING MEMBERS NOT AT FOR INTERIOR (NONBEARING WALLS FOR EXTERIOR WALLS AND BEARING WALLS r WALL SUPPORTING 15 psf or less 25 psf PLATFORM FRAMING INTERMEDIATE BALLOON FRAMING NOTCHING AND BORED HOLE LIMITATIONS ROOF ONLY 1.0 1.2 BEARING WALL EXTERIOR CORNER FRAMING FOR EXTERIOR BEARING AND INTERIOR ROOF PLUS ONE STORY ,.o ,., 2x4 CONTINUOUS � NON— BEARING WALLS: 602.6 (1 ) 8c (2� LATERAL BRACE AT 6' 0.C. N FOR SI: 1 POUND PER SQUARE FOOT = 0.49 kN/M(2) TYPICAL WALL, FLOOR & ROOF FRAMING JOISTS a. LINEAR INTERPOLATION SHALL BE PERMITTED w Uj o WIND—BORNE DEBRIS PROTECTION FASTENING SCHEDULE 2-10d NAILS (n N FOR WOOD STRUCTURAL PANELS j ROOF FRAMING DOUBLE TOP PLATE Uj TRUSS OR CEILING JOIST C� W F A S T E N E R S P A C I N G (inches) SEE STUD TO RAFTER z FASTENER SPAN 4 FEET 6 FEET BLOCKING SECTION A-A C PPLE TUD T PICAL OR STUD TO STUD DETAIL GABLE END TRUSS < 4 FEET < PANEL SPAN < PANEL SPAN ENDWALL ONNECTORS <C 0 F TYPE - < 6 FEET < 8 FEET 1/2" SPACINGS A A R QUIRED � U — — ALLOWS E CH SIDE _ 8d 0 NO. 8 WOOD SCREW 16" 10" 8" HOLDDOWN �� NAILS ANCHOR WITH 2" EMBEDMENT' INSTALLATION o J HEADER STUDS ULL LENGTH 5d COOLER NAILS AT 10" O.C. � Q LENGHT DOUBLE A A WA STUDS STUD (MIN.) CORNER STUD NOTE: 2"x4" BLOCK NAILED TO EACH AT HARDWARE ° UPLIFT CONNECTION IS REQUIRED BRACE WITH 4-10d NAILS ° CONNECTED TO BLOCKING NO. 10 WOOD SCREW 16" .12" 9" HOLDDOWN ° o TRANSFER SHEAR TYPIC L AT EACH END of HEADER AND GYPSUM BOARD -- z ANCHOR WITH 2 EMBEDMENT (HDU) ° CONN CTO S AT BOTTOM OF HEADER STUDS IN LENGHT ° NOTE: SIMILAR REQUITED Co NECj/R ADDITION TO CONNECTORS AT 5d COOLER NAILS AT 7" O.C. W o CONNECTION AT EA H SIDE R UIR WALL STUDS AND AT TOP AND z ° FOUNDATION. BOTTOM OF CRIPPLES 20 GAUGE STRAP 2-16d COMMON 1/4" LAG SCREW BASED ANCHOR �° �� �� SIDE WALL o NAILS AT 6` D.C.. Lv / 16 16 16 q ENDWALL FLOOR BRACING AT END BAYS TYPICAL FRAMING AND UPLIFT 10-8d NAILS o (� WITH 2 EMBEDMENT WFCM FIGURE CONNECTIONS FOR OPENINGS Q W LENGHT I , 3. 6 ) „ SUBFLOOR 8d NAIL AT 4 O.C. ENDWALL STUDS a. THIS TABLE BASED ON 180 MPH WIND SPEEDS ANDA 33 FOOT MEAN ROOF HEIGHT. I '; � FACE OF FOOTING CEILING BRACING GABLE END WALL 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 wa 12" MAX. ( WFCM FIGURE 11 ) c. ANCHORS SHALL PENETRAT-_ THROUGH THE EXTERIOR WALL COVERING WITH AN ~ o EMBEDMENT LENGHT OF NOT LESS THAN 2" INTO THE BUILDING FRAME. �`- SHEAR WALLD ON � � o w FASTENERS SHALL BE LOCATED NOT LESS THAN 2 1/2" FROM THE EDGE OF CONCRETE BLOCK OR MASONRY. ,ii,i �. 0 ' TOP PLATE U w d. PANELS ATTACHED To MASONRY OR MASONRY/STUCCO SHALL BE ATTACHED USING t JPROVIDE RAFTER TO VIBRATION—RESISTANT ANCHORS HAVING AN ULTIMATE WITHDRAWAL CAPACITY OF NOT H NO CEILING CENTER 2x BLOCKING RIDGE HANGERS IF RIDGE TENSION STRAP LESS THAN 1,500 POUNDS. ° H/2 BUT NEED OT H/ BUT NEED NOT DIAPHRAGM ON SHEATHING JOINT USE 8-8d COMMON NAILS N o ° EXC ED 15 FT. AX. �\�� EXCEED 40 FT. MAX. REQUIRED RAFTER TAILS ARE NOT EACH END OF ' -1/4 N WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF 7/16 INCH (11.1 nn) HOLDDOWN ° ° ° CORNER STUD 1 15,/32 WOOD STRUCTURAL PANELS STRAPPED TO TOP 20 GAUGE STRAP ° ON GABLE FACE AND ON WALL BELOW PLATE OF WALL BELOW Z {HDU) o ° CONNECTED TO ROOF RAFTER ° ° ° TRANSFER SHEAR BASED ON SHEARWALL REQUIREME�`;TS Q ° o FOUNDATION CLEA ANCE FROM SLOPES GABLE ENDWALL, BALLOON FRAMING o 20 GA. STRAP— oouBLE 1» ATDH MINS PREFERRED METHOD a z Cj 4 WIDE MIN. 8d NAIL AT 12" O.C. ON o RAFTER o W/(8) 8d NAILS HOLD DOWN ALL FRAMING MEMBERS EACH SIDE BRACKETS AT SHEAR WALL CORNERS, NOT AT PANEL EDGES WINDOW AND DOOR OPENINGS: GYPSUM BOARD i w (FLOOR TO FLOOR & FLOOR TO FOUNDATION; WFCM 16d NAIL AT RIDGE BEAM FLOOR TO FLOOR PHD5 /_24" O.C. RIDGE TENSION STRAP DETAIL c� CONNECTION TABLE R301 . 5 NOTES N FOR SI: 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 SCHEDULE 8d AIL AT 6" A 2,00 POUND LOAD APPLIED OVER A 20 SQUARE INCH AREA. O N UIREMENTS AREA HOLDDOWN USED / LENGTH NUMBER OF CAPACITY OF HOLDDO NS NOTES O.C. (ALL PANEL SECITRONb. AIE 8020.4.1T TIC FOR CONVENTIONAL CEILINGSPACES MEETING THEEJOISTS AND IN T A B L_ E R301 . 5 -- C" NAILS EDGES) SECTION R802.10.7 FOR TRUSSES. ATTICS WITHOUT STORAGE ARE RIDGE SIMPSON CS-20-40 INCHES MIN. 6-8d PER RAFTER 602 LB RAFTER TO RAFTER VWOOD STRUCTURAL PANEL THOSE WHERE THE MAXIMUM CLEAR HEIGHT BETWEEN JOINST AND }r Simpson S t rc► INSTALL D IN ACCORDANCE WITH RAFTER IS LESS THAN 42 INCHES, OR WHERE THERE ARE NOT TWO n g — Tie RAFTER TO STUD SIMPSON H-7 ANCHOR 4-Bd 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 ( 8-8d TO STUD CONNECTION ( CAPABLE OF CONTAINING A RECTANGLE 42 INCHES HIGH BY 2 A35— Chimney Fr a m i i g l 2-8d TO PLATES WCFM HIGH WIND EDITION) FEET WIDE, OR GREATERE, LOCATED WITHIN THE PLANE OF THE _ • Z I 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 CONNECTION (A) OUTSIDE C RNER DETAIL BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD USE LIVE LOAD (',3 ROOF RAFTER RIDGE DETAIL STUD TO SILL PLATE SIMPSON H-8 5-Bd TO STUD 745 LB EVERY STUD REQUIREMENTS. 0 4-8d TO PLATE GYPSUM OARD c. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE a 8d NAIL AT UNIFROMLY DISTRIBUTED LIVE LOAD ORA 300 POUND � � NOTES: SIMPSON STRONG TIE HDU 6" O.C. (ALL CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE EXTERIOR BALCONIES 40 Cn w 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 LOG PANEL INCHES, WHICHEVER PRODUCES THE GREATER STRESSES. 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 CONNECTIONS. NAILING OVER STRUCTURAL WOOD PANEL SHEATHING IS ACCEPTABLE AS LONG AS MIN. ° EDGES) ANY POINT ALONG THE TOP DECKS 40 V NAIL PENETRATION INTO FRAMING IS ACHIEVED. e. SEE SECTION R502.2. FOR DECKS ATTACHED TO EXTERIOR WOOD STRUCTURAL WALLS. PASSENGER VEHICLE GARAGES 50 SII * 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 L•• ACCORDANCE WITH TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 ATTIC WITHOUT STORAGE 10 0 CO NAILING SCHEDULE 16d NAIL AT POUND ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED m �I (TABLE 3,1, WCFM 2015 J 24" O.C. NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE ATTICS WITH STORAGE 20 a o �I HIGH WIND EDITION) � LOAD REQUIREMENT. W g. APPLIES TO ATTICE SPACES NOT MEETING THE REQUIREMENTS ROOMS OTHER THAN SLEEPING ROOMS 40 0 FOR®I SECTION 8d NAIL AT 6" O.C. ON z CONVENTIONAL ONAL CEIL NRAGE PEROGG JOISTS A Db. E SECTION R802.0 62FORR ALL FRAMING MEMBERS TRUSSES. FOR ATTICS WITH LIMITED STORAGE AND CONSTRUCTED SLEEPING ROOMS 30 AT PANEL EDGES AND (B) 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 B DETAIL TOP THE BOTTOM CHORD AND BOTTOM ANY OTHER TRUSS MEMBER, PROVIDED THAT EACH OF THE FOLLOWING CRITERIA IS 0 MET: � o EXTERIOR C 0 R N E R FRAMING 1. THE ATTIC AREA IS ACCESSIBLE BY A PULL - DOWN STAIRWAY • 3 SCALE: N. T.S. OR FRAMED OPENING IN ACCORDANCE WITH sECTION 807.1:AND Simpson Strong — Tie 2.12HE TRUSS SHALL HAVE A BOTTOM CHORD PITCH LESS THAN 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 prescriptive approach using the ( TABLE 3. 1 WFCM 2018 HIGH WIND EDITION ) SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT Wood Frame Construction Manual (WFCM) 2018 130 MPH COPYRIGHT 2015 SBC CON EC 0 SIS INCi UPLIFT. LATERAL & SHEAR LOADS published by The American Forest and Paper Association. Non- Structural elements G E N E R A L N 0 T E S: NAILING SCHEDULE_ are based upon the 2020 NEW YORK STATE RESIDENTIAL CODE, MAX. ANCHOR BOLT SPACING (INCHES) ANCHOR BOLT CONNECTION FOUNDATION NOTES 1,2,3,4 1. All works shall be pe,rfomed in accordance with all state, J RESISTING SUPPORTING For the Climatic and Geographical Design Criteria, see Table R301.2(1) on municipal, local zoning end building codes and ordinances NUMBER OF NAILS NAIL SPACING P `� g JOINT DESCRIPTION t/2" ANCHOR BOLTS 3t see no. 1 havingjurisdiction and rest standards of construction COMMON NAILS t - FLOOR All non engineered lumber to be Douglas Fir#2 or better LATERAL AND SHEAR LOADS 2 - FLOORS 5/8" ANCHOR BOLTS 48 practice. 4-8d PER RAFTER/STUD 1. PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.28 Wind Limitations-Section R301.2.1 The American Institute c:f Architects Conditions Shall apply RAFTER TO TOP PLATE TOE-NAILED 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 (,,i 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 NAND SPEEDS GREATER THAN 130 MPH. discrepancies must be brought to the attention of the Architect 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 TO PARALLEL RAFTER FACE-NAILED Light and Ventilation-Section R303 responsible for corrections not reported once he has started work CEILING JOIST OVER PARTITIONS FACE--NAILED 9-16d EACH LAP Minimum Room Area-Section R304 except for hidden job conditions. z Ceiling Height-Section R305 3. Contractor shall guarantee to the Owner that all materials and O COLLAR TIE TO RAFTER FACE-NAILED 6-8d PER T1E Sanitation-Section R306 equipment incorporated in the work will be new, and that all work _ 2-8d EACH END Toilet Bath and Shower Space-Section R307 will be of good quality, free from faults and defects for a period BLOCKING TO RAFTER TOE-NAILED Glazing-Section R308 of one year form the dute of the final Certificate of Occupancy. TRIM BOARD TO RAFTER END-NAILED a_�- 2-16d EACH END Garages and Carports-Section R309 4. The Architect shall rot be responsible for the construction means,Emergency Escape and Rescue Opening-Section R310 method, techniques, se,iuences or procedures, or for the safety WALL FRAMING Means of egress-Section R311 precautions and programs in connection with the work, and he Landing-Section R311.3 shall not be responsible for the contractors failure to carry out 2-16d (SEE NOTE 1) PER FOOT TOP PLATE TO TOP PLATE FACE-NAILED Ramps-Section R311.6 the work in accordance with the construction documents. The 4-16d JOINTS - EACH SIDE Stairway-Section R311.7 Architect shall not be responsible for the acts or omission by � TOP PLATE AT INTERSECTION FACE-N�kILED Handrail-Section R311.7.8 the contractor No changes shall be made in the documents w STUD TO STUD 2-16d 24' O.C. Guards-Section R312 and/or gas designed without the expressed written o FACE-NAILED or the building Alarms-Section R314 consent of the Architect. HEADER TO HEADER FACE-NAILED 16d 16" O.C. ALONG EDGES Carbon Monoxide Alarms - R315 5. The contractor and all subcontractors shall maintain continuous Foam plastic-Section R316 TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-16d PER 2X4 STUD insurance coverage statutory policies (Worker Flame Spread and Smoke-Section R315 Compensation, etc.) and general liability in an mount not cn 3-16d PER 2X6 STUD Insulation-Section R316 Q0 4-16d PER 2X8 STUD Dwelling Unit Separation-Section R317 less than $ 5 million and automobile liability and damage o N Moisture Vapor Retarders-Section R318 coverage not less than '$ 2 million. The Architect shall be � N - 2-16d SEE NOTE 1,2 PER FOOT named insured on an ind all o \ FACE-NAILED ( - Protection Against TTemiteseSection 3R318 6. Provide 0,025" of a meatal shield, than aluminium, over fibrous Lii insulation at all perimeter sills, FLOOR FRAMING li Site Address-Section R319 Accessibility-Section R320 7. All wood in contact with concrete or masonry to be Wolmanized JOIST TO SILL TOP PLATE TO GIRDER TOE-NAILED 4-8d PER JOIST pressure creosoted. Elevators and Platform lifts -Section R323 or P 2-8d Flood Resistant Construction-Section R324 8. A single station smoke detector alarm device shall be installed EACH END in each bedroom, on all floors and shall be all interconnected per code. BRIDGING TO JOIST TOE-NAILED 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 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 3-16d EACH JOIST at 3000 pounds 10. Heating to be desiyiied to provide 70 degrees F. with outdoor 3-8d PER JOIST per square foot. Contractor to consult Arcitect if different soil materials are designed air-tempera tur-3 of 0 degrees F. and 15 MPH wind. JOIST ON LEDGER TO BEAM (TOE-NAILED) found upon excavation, 11. All electrical work tc be in accordance to the rules and O 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. N 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 I- O 2-$d EACH END 5/8" Ancor Bolts (SSTB-28) See chart on this sheet for spacing and the sewage disposa, system to meet Health Department standards. LL.I 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. CO N Minimum depth-Section 403.1.4, 48' minimum coverage to to of footing 14. All work to conform to the rules and regulations of the New York ROOF SHEATHING P g P g Energy Conversation Construction Code. All glazed area to be double 16"x8" poured concrete wall footings, 3000# test glazed and all exterior ;!oor to have insulated cores. 0 STRUCTURAL PANELS RAFTERS OR TRUSSES SPACED UP TO 16" OC 8d 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 prote:(;tion as indicated on these plans exceeds z W 4" poured concrete floor slab with 6x6x 10 mesh and vapor barriers. Q GABLE ENDWALL RAKE OR RAKE TRUSS W 0 GABLE OVERHANG 8d 6" EDGE / 6" FIELD Dap proofing at exterior foundation below grade-Section R406 16e These ndrawings iand�specf cation are instruments of service and 8d 6" EDGE 6" FIELD 30"x30"x12" dee poured concrete column footings, # property of the Architect whether the project for 0 GABLE ENDWALL RAKE OR RAKE TRUSS W STRUCTURAL OUTLOOKERS " / „ CONCRETE TO HAVE 5 TO 7% AIR-ENTRAINMENT g 3000 test whichtheymade is executed or not. They may not be used 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. r 1 17. Architect has not Leen retained for site supervision, on-site CEILING SHEATING i � � p Foundation wall to extend a minimum 8" above finished grade inspection and certificai;ons as required or requested by the Owner, GYPSUM WALLBOARD 5d COOLERS U) 7" EDGE / 10" FIELD All footing to be carried down to undisturbed soil contractor or local buildiQ ng department. No footing shall be set higher than a 30 degree angle from any other footing J WALL SHEATHING Pour no concrete on frozen ground or in freezing water. 0 / STRUCTURAL PANELS STUDS SPACED UP TO 16" OC 8d /6" EDGE 12" FIELD Provide 3 1/2' steel lally columns. Q 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 G Floors - WFCM Prescriptive Method. FOLLOW PRODUCT SELc CTION 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 5d COOLERS 7" EDGE / 10" FIELD Fireblocking - Section R502.13. GYPSUM WALLBOARD ANCHOR BOLTS IN FOI:NDATION USE: Floor Construction: SST828 WITH BEARING PLATE, SEE FOUNDATION Simpson Strong-Tie W 3/4" plywood subfloor, fasten per Table 3.1 WFCM. NOTES FOR SPACING U210 2X6 Floor joists: see Foundation and Floor Plans, spacing as noted. Fasten per Table 3.1 WFCM. SILL PLATE TO RIM JOIST USE: Q UJ W AT EACH RAFTER 2-2x6 ACQ sill with termite shield and sill seal. LTP4 16" O.C. AT EX?i_RIOR PERIMETER Q N Finish floors per agreement. ANC GARAGE/HOUSE COMMON! WALL 4-1Od x 1 1/2" Wall construction - WFCM Prescriptive Method. USE (4)-8d NAILS AT EACH END Ir Wallframing and finishing shall be nailed and or screwed in accordance with GARAGE STUD GARAGt': SILL PLATE USE: FLOOR WFCM, Table 2 and Section 4 NOTE: SSP CONNECTOR AT 1 C" O.C. 1x6 fascia, wrap STRUCTURAL PANELS Overhangs as noted. USE (4)-8d NAILS AT EACH END ATTACH LEDGER TO FRAMING 8d 6" EDGE 12" FIELD Vinyl vented soffits. » 1' OR LESS RIM JOIST TO STUD CONNECTION USE: MEMBER WITH 2-1/2 X 5 LAG Alluminum gutters and leaders. Siding: see Elevations. GREATER THAN 1" 10d 6" EDGE / 6" FIELD Tyvek housewrop. MTS 36, 16" O.C. BOLTS AT 16" ON CENTER 1/2' plywood sheating, see fastening schedule, Table 3.1, 3.9 WFCM. USE (4)-8d NAILS Al EACH END 2x4x Studs ® 16' o.c. with 2x4 shoe and double 2x4 plate FLOOR TO FLOOR CONi';ECTICN USE: 1/2" Gypsum wall board MSTA 36, 16" O.C. 5/8"Type X GWB in garage. (2) layers J" GWB at fire partition USE (4)-8d NAILS AT EACH END 1/2" MR GWB in wet areas Simpson Strong-Tie N At least one window in each sleeping room shall comply with the exit re irements RAFTER TO STUD CONNECTION USE: O P g P y q� MTS 36, EACH ROOF RAFTER U210 2X6 of section R310. �' C14 USE 8 16d NAILS AT EACH ENO 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 � Z figure R 602.6(2) for non - bearing walls. H7 EACH ROOF RAFTE", SIMPSON STRONG - TIE Fallow exterior corner framing detail figure R602.10.5 4-10d x 1 1/2" U 1 1 /4" COIL STRAP - DECK POST TO CONC :;:TE CONNECTION USE: $I Roof assemblies - WFCM Prescriptive Method (WFCM table 2) Asphalt strip shingles PBS44A FOR EACH PO 3-T 16 O.C. USE 4-8D shall have minimum of six (6) fasteners per shingle (section R905.2.5) NAILS AT EACH STUD Underlayment application (Section R905.2.7.)nailing see table 3.8 DECK POST TO GIRDED' CONNECTION USE: SIMPSON For roof slopes of two (2) units vertical in twelve (12) units horizontal (17- PC44 FOR EACH POST < J » SIMPSON H-8 USE W/ONLY 5 " MIN OVERLAP IS 12 / ANCHOR BOLT (14 ) percent slope), o � 5- 8D TO STUD ONE SILL GIRDER TO DECK JOIS I CONNECTION USE: Simpson Strong-Tie BP-3 PLATE up to four (4) units vertical twelve (12) units horizontal (33 -percent slope ), p g 4- 8D TO PLATE PLATE IN MTS12 ® EACH JOIST U210 2X6 (EVERY STUD) STUD TO SI 7' MINIMUM EMBEDMENT underlayment shall be two (2) lyers applied in the following manner. Apply A 19-inch (483)strip PORCH POST TO DECK USE: (SEE ANCHOR SCHEDULE, 4� ATTACH T AT EACH DECK/PORCH JOIST ON DWGS A-3.1 AND A-3.2) underlayment felt layers with and starting at the eaves , fastened sufficiently to PS720 (ALIGN WITH JOIST BELOW) -� SIMPSON hold in place. PORCH POST TO GIRDER USE: PS720 4 HDU Starting at the eave , apply 36- inch wide (914 mm( sheets of underlayment, PORCH ROOF RAFTER r0 GIRDER USE: o overlapping H2.5A AT EACH ROOF RAFTERCZ (14) SDS Y" X 3" WOOD SCREWS o, successive sheets 19 inches (483mm), and fstened sufficiently to hold in place. 4-1 Od X 1 1/2" ' �. 7" MIN EMBEDMENT For roof slopes of ( ) units vertical in (12) units. U N (SEE FOUNDATION PLANS A-3.1 AND ° flf f 4 TYPICAL PORCH / DECK LEDGER ° Ice Protection Section R905.1.2 -- ° A-3.2 FOR LOCATION ( ) CONNECTIONS° ° ' °' • '' (MINIMUM DOUBLE STUD) ° Underlayment in High wind (Section R905.1.1) O 'D oA •° •• SIMSON STRONG - TIE Flashing (Section R905.2.8) • o' ss » Chimneyand fires aces - Chapter 10 STU Y2 BEARI�;; PLATE �•�� '°'n ,a°Q�'°D .' u r °• „ ° 1 1/4" COIL STRAP 16 O.C. Energy fficiency P Chapter 11, see attached report USE 4-8D NAILS ® EACH STUD Mechanical - Chapter 12 DOUBLE 2X V:'1. +-+ D . a• �• ° D' �,a D' '° General Mechanical System - Chapter 13 FOR HEADER 'R °'° .a°•v D .'o D .� D .'� ° ° Heaitng and cooling equipment - Chapter 14 BEAM . Exhaust Sustem - Chapter 15 >- �' D ,'°�j1' ��• aD.°• 411 I '°,•4 >' D Duct System - Chapter 16 Z o •D D D .No' DA DOUBLE TOP PLATE MTS30 ROOF RAFTERS Combustion Air - Chapter 17 Simpson Strong-Tie _ ° ° ° o °°„ ° Chimneys and Vents - Chapter 18 AC4 '- c71 '� an'�� a ° °° SSP Plumbing - Part VII AT EACH POST a 'e i SEE PLAN - w 1 3/4" 301.2.4 (MUM ° °�4' Flood Zone . •._, '° EDGE DISTANCE x•44 q °D HEADER FLOOR JO FLOOR D L STA21 Simpson Strong-Tie I CU KING STUDS CS20 1%" COILED )/" THREADED ROD CONNECTION STRAP. MIN 12" REQUIRED FOR STU 1/2 L� JACK STUDS OVERLAP AT EACH CZ L SIMPSON STRONG - TIE STUD o SIMPSON STRONG-TIE ca 1 1 /4" COIL STRAP - 2"MINIMUM CNW NUT COUPLER o 16" O.C. USE 4-8D AT EACH ROOF H2A SIDECOVER � a a , NAILS AT EACH STUD RAFTER USE 8-16D MIN EDGE MIN OVERLAP IS 12 NAILS AT EACH END, JACK TO SI L o �® DISTANCE* - o 12" MIN OVERLAP PER RT2.5 ---„- : COMPONENT ' STHD8 : +d � • ' STUD TO ROOF RAFTER • • -MIN EDGE SHEET N0. FLOOR T O FLOOR Simpson Strong-Tie DISTANCE* WRAP UIJDER SILL PLATE CONNECTIONTYPICAL STRAPPING OR CONNECTIONS. AB *NOTE: SEE MANUFACTURERS MIN. OVERLAP IS 12 n FRAMED OPENING EXTERIOR WALL AT EACH POST FOOTING MINIMUM DISTANCE CHART FOR SILL PLATE TO RIM JOIST AND CANTILEVER CONDITION INSTALLATION RIM JOIST TO STUD CONNECTION WALL TO FOUNDATION CONNECTION- PORCH CW.JMN CONNECTIONS