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HomeMy WebLinkAbout44994-Z �S�FFQL�-C Town of Southold 6/24/2021 0 P.O.Box 1179 o _ 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42115 Date: 6/24/2021 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 1680 Seawood Dr, Southold SCTM#: 473889 Sec/Block/Lot: 79.-8-2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 7/9/2020 pursuant to which Building Permit No. 44994 dated 7/16/2020 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 first and second floor decks, screened porch and outdoor shower stall as applied for. The certificate is issued to Gibbs,Thomas&Catherine of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0189 3/29/2021 ELECTRICAL CERTIFICATE NO. 44994 6/10/2021 PLUMBERS CERTIFICATION DATED 3/31/2021m i n Plumb' t ri a Signature �o�°SurFentK� TOWN OF SOUTHOLD �y BUILDING DEPARTMENT y g TOWN CLERK'S OFFICE "oy • o��� SOUTHOLD; NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 44994 Date: 7/16/2020 Permission is hereby granted to: TSC Holdings LLC 41780 Route 25 Southold, NY 11971 To: construct a new single family dwelling as applied for per SCHD approval. , At premises located at: 1680 Seawood Dr, Southold SCTM #473889 Sec/Block/Lot# 79.-8-2 Pursuant to application dated 7/9/2020 and approved by the Building Inspector. To expire on 1/15/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,183.60 CO-NEW DWELLING $50.00 Total: $1,233.60 Building Insp Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. ---- 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 —= 4. Updated-Cartifica-Wof_O_ccnpancy= $50.00 5. Temporary=Certificate_of eupaiwy=Residential.$15,00,=Commercial_$15�00 - _- -- - Date. 5/15/2020 - New Construction: . --x -_ Old or Pre-existing Building: (check one) Location of Property_ 1680 Seawood Drive Southold -—- House No. -- Street Hamlet Owner or Owners of Property: TSC Holdings, LLC Suffolk County Tax Map No 1000;Section 79 Block 8 Lot 2 Subdivisionl (� - Filed Map. Lot: _^_ ___Permit No. --- L -V-L(� Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: - Request for: Temporary-Certificate Final Certificate: (check one) Fee Submitted: $ Sm -tea) At�Z Applicant Signatur CONSENT TO INSPECTION i I TSC Holdings LLC ,the undersigned, do(es)hereby state: Owner(s)Name(s) That the undersigned(is) (are)the owner(s) of the premises in the Town of Southold_, located at 1680 Seawood Drive,Southold,NY 11'971 which is shown and designated on the Suffolk County Tax Map as District 1000, Section 79 ,Block 8 ,Lot 2 That the undersigned(has) (have)filed, or cause to be filed, an application in the Southold Town Building Inspector's Office for the following: New single family residence That the undersigned do(es)hereby give consent to the Building Inspectors of the Town of Southold to enter upon the above described property, including any and all buildings located thereon,to conduct such inspections as they may deem necessary with respect to-the aforesaid application, including inspections to determine that said premises �___==_ecomply:with alt of-_the_laws;_ordinances,rules and regulations of_the Town-of Southold. —=The undersigned,-in consenting to such inspections, do(es)so with the knowledge --- and understanding that any information obtained in the conduct of such inspections may be used in subsequent prosecutions for violations of the laws, ordinances,rules or regulations of the Town of Southold. Dated: � (Si ture) Thomas J McCarthy,Member (Print Name) (Signature) (Print Name) Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) 1 Thomas J McCarthy fv t&A residing at 46520 CR 48,Southold,NY 11971 (Print properly o er's name) (Mailing Address) do hereby authorize McCarthy Management,Inc. (Agent) to apply on my behalf to the Southold Building Department. (Owner's Signa (Date) Thomas J McCarthy (Print Owner's Name) Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ® sean.devlinCaD-town.southold.ny.us Southold,NY 11971-0959 a com,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Thomas Gibbs Address: 1680 Seawood Dr city:Southold st: NY zip: 11971 Building Permit#: 44994 Section: 79 Block. 8 Lot: 2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: KV Electric License No: 3389ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph X Heat Duplec Recpt 56 Ceiling Fixtures 11 Bath Exhaust Fan 4 Service 3 ph Hot Water Gas GFCI Recpt 8 Wall Fixtures 16 Smoke Detectors 4 Main Panel 200A A/C Condenser 1 Single Recpt Recessed Fixtures 66 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Gas Ceiling Fan 6 Combo Smoke/CO 5 Transformer UC Lights 0' Dryer Recpt GaS Emergency FixturesTime Clocks Disconnect Switches 54 4'LED Exit Fixtures Pump Other Equipment: Hood, Fridge, Gas Oven, DW, Micro, W/D, 200A Meter Main Disconnect, 40 Circuit Panel- 31 Used, Sump, Fire Place, Insinkerator, Mini Fridge Notes* New Two Story House Inspector Signature: Date: June 10, 2021 S.Devlin-Cert Electrical Compliance Form As so���o; Town Hall Annex - Telephone(631)765-1802 j 54375 Main Road \' Fax(631)765-9502 i P.O.Box 1179 Gid` Q Southold,NY 11971-0959 Q YO BUILDING DEPARTMENT TOWN OF SOUTHOLD i ti+ CERTIFICAT-I-O-N Date: 3/31/2021_ Building Permit No. 44994 Owner: Thomas&Catherine Gibbs _ - - -(Please print) - -- - Plumber'. S.amaritan_Plumbing, Inc.__ (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead, (Pl6Abers Signature)- Sworn to before me this day of _ 20- f- THOMAS J.MCCARTHY Notary Public,State of New York Suffolk County-No.soo4790 Commission E.XPires November 23,19= Notary Public, U County i 3 E LA L JUN 1 7 2021 ! Of SUUIyo� # TOWN OF SOUTHOLD BUILDING DEPT. �`��ouenr 765-1802 INSPECTION [ OUNDATION 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 REM�KS:�. � ov Jon DATE S I INSPECTOR 4�� OF so�lyo�o # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FO NDATION 1 ST [ ] ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] P E C/O RE ARKS: fovA\wj" A r C U4 • v DATE INSPECTOR / �aOF SO(/l�° # # TOWN OF SOUTHOLD BUILDING DEPT. °`yrourmNF''� 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] 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: DATE J INSPECTOR '�Vl 1 R �a0f SOUTyo # # TOWN OF SOUTHOLD BUILDING- DEPT. cou765-1802 INSPEC [ON [ ] FOUNDATION 1ST ( UGH 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 MARKS: OLk&ovwbw_ PA4 6) � &JR Pk/ UttAV V (d1�i f 5 DATE I INSPECTOR 11 la OF SOUTyo Lf H ( ! 1 1 O s # # TOWN OF SOUTHOLD BUILDING DEPT: 765-1802 INSPECTION = [ ° ] FOUNDATION 1 ST [ ] ROUGH PLBG. [" .]- FOUNDATION 2ND [ ] INSULATION/CAULKING [ ]' FRAMING /STRAPPING [ ] FINAL [--] -FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION- ] -PRE C/O REMARKS: 0 IA,371AQ-, AV Je doo rSE r r)A /< DATE qo ?i IN SOF SOUTyO - - # TOWN OF SOUTHOLD BUILDING DEPT: 765-1802 INSPECTI-ON ' [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ]. SULATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL ttp [ ] FIREPLACE & CHIMNEY [ ] FIRE-SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O� REMARKS: off, oil . a�r,Q, Ci(�s�✓ . *� v 1�. G - ✓e rro+ P avv DATE INSPECTOR o��OE SOUTy�! O I L J l.� 545� /t) j # # TOWN=OF SOUTHOLD BUILDING DEPT. U0,0 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION-2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINA [ ] CODE-VIOLATION [ ] PRE C/O REMARKS: DATE ho �V INSPECTOR Of SOUTyo 1 � # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [: ] � SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL/16 [ ] FIREPLACE & CHIMNEY `[ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION- - - - [ - ] PRE C/O - REMARKS: r ; 04 kl�K"4 //P,OoKooloo Oat/*- �� litG'�1�✓�L l�t,�� _ —rumlV DATE ?1a INSPECTOR Building Envelope and Duct Tightness Report 2018 MCC as amended by the 2020 New York State Supplement,sections 402.4.1.2 and 403.3.4 Address of Test 1680 Seawood Drive,Southold NY 11971 Test Date 5/20/2021 Building Permit#: 44994 Compliance Pathway Performance Test Completed by: Christopher Silvia RESNET Rater ID# 4150294 Home Energy Solutions NATE ID# 187 East Main Street ICC ID# Huntington,NY-11743 BPI# 631-673-0664 Building Envelope Tightness Volume Calculation : Check if: Floor Area Volume Conditioned Basement Basement 1294 11646 ❑ Conditioned Crawl Space Ist 1312 10496 ❑Sealed Attic nd ' 2 1049 9441 *The conditioned floor area of dwelling is calculated In 3`d 0 r2.91 ce with ANSI Z765,except that conditioned floor I Attic 0 es areas where the calling height is less than 5 Total Volume 31583 CFM @50 pa 1534 Air changes/hr 50 ode Compliance: Pass Duct Tightness: Post Constructio ,Test-Total Duct-Leakage System-1: Whole House Duct Location Conditioned Space Floor Area 2361 Leakage CFM @ 25pa 77 CFM/100 ftZ CFA 3.26 Code Compliance: Pass System-2: Duct Location Floor Area Leakage CFM @ 25paCFM/100 ft'CFA Code Compliance: System-3- Duct Location Floor Area Leakage CFM @ 25pa�-1 CFM/100 ftZ CFACode 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 2018 IECC as amended by 2020 New York State Supplement,Section 4033.4. i Signature: �' ��� Date: 5/20/2021 Christopher Silvia,Home Energy Solutions F Load Short Form Job: 1680 Seawood Drive FI(_h)M E E tit E RG Y Date: 6124120 SOLUTION i Entire House By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main.Huntington.NY 11934 Phone 631-673-0664 Email:gdlamay3@gmail com Project • • For: 1680 Seawood Drive,Southold, NY 11971 Design Information Htg Clg Infiltration Outside db(°F) 11 86 Method Simplified Inside db(°F) 70 75 Construction quality Tight Design TD(°F) 59 11 Fireplaces 1 (Tight) Daily range - L Inside humidity(%) 30 50 Moisture difference(gr/Ib) 25 32 HEATING EQUIPMENT COOLING EQUIPMENT Make Lennox Make Lennox Trade Propane Furnace Trade 2.0-Ton AC Model EL296UH045XV36B* Cond XC16SO24-230-04 _AHRI ref 4988231 Coil CH35-24B+EL296UH045XV36B"+TDR+TXV AHRI ref 7623516 Efficiency ---96 AFUE Efficiency 13.0 EER, 16 SEER Heating input -44000-Btuh Sensible cooling 16800 Btuh -Heating-output ---=42000-_Btuh Latent cooling 7200 Btuh Temperature rise '__-50:_.°F Total cooling 24000 Btuh -Actual-air-flow - _767 767---cfm Actual air flow 800 cfm Air flow factor - - -0.025 .cfm/Btuh-- - ----Air flow factor -- - - 0.040 cfm/Btuh - Static pressure - 0.80 in H2O Static pressure 1.00 in H2O - -Space thermostat- - Load sensible heat ratio 0.84 --ROOM NAME - _ Area-- -_- Htg load Clg load Htg AVF Clg AVF (ft2) _._ (Btuh) (Btuh) (cfm) (cfm) Zone1_1stFloor 1320 18210 12527 464 505 Zone2 2nd Floor = 1055 --- 11878 9485 303 383 Entire House 2375 30088 19829 767 800 Other equip loads 3905 697 Equip.@ 0.91 RSM 18597 Latent cooling 4008 TOTALS I 2375 I 33993 I 22605 I 767 I 800 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ® -rid- wrilghtsoft- 2020-Jun-24 15 32.14 i� .•,� .,...�,F , RightSwte®Universal 2019 19 0 09 RSU20822 Page 1 +� nghtsoft HVAC\1680 Seaweood Dnve_Southold rup Calc=MJ8 Front Door faces E Supply Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st1A Peak AVF 164 202 0.050 290 8.7 10 x 10 ShtMetl st1 st2A Peak AVF 172 184 0.054 265 8.8 10 x 10 ShtMetl st2 st1 Peak AVF 363 459 0.073 551 11.0 10 x 12 ShtMetl st2 Peak AVF 557 606 0.054 624 12.5 10 x 14 ShtMetl Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk rb1 0x0 920 1066 348.5 0.050 767 16.5 10x 20 ShMt I Bold/italic values have been manually overridden -�- wrightsoft- 2020-Jun-24 15 32 14 ...... .,pro-q RightSuite®Universal201919009RSU20822 Page r.ghtsoft HVAC\1680 Seaweood Dnve_Southold rup Calc=MJ8 Front Door faces E Load Short Form Job: 1680 Seawood Drive H @ P1 E ENERGY Date: 6124120 sottrTioas Zone 1-1st Floor By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main,Huntington,NY 11934 Phone:631-673-0664 Email gdlamay3@gmatl corn Project • • For: 1680 Seawood Drive,Southold, NY 11971 Design Information Htg Clg Infiltration Outside db(°F) 11 86 Method Simplified Inside db(°F) 70 75 Construction quality Tight Design TD(°F) 59 11 Fireplaces 1 (Tight) Daily range - L Inside humidity(%) 30 50 Moisture difference(gr/Ib) 25 32 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh ---Heating output -_0._Btuh Latent cooling 0 Btuh ----Temperature rise ----- -- - -0` °F Total cooling-- - -_ -0-Btuh------------ -Actual Btuh------------Actual air-flow Load Short Form Job: 1680 Seawood Drive L Ff ra)L h4 E ENERGY Date: 6/24/20 Zone2 2nd Floor By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main,Huntington,NY 11934 Phone 631-673-0664 Email gdlamay3@gmail.com Project • • For: 1680 Seawood Drive,Southold, NY 11971 Design Information Htg Clg Infiltration Outside db(°F) 11 86 Method Simplified Inside db(°F) 70 75 Construction quality Tight Design TD(°F) 59 11 Fireplaces 1 (Tight) Daily range - L Inside humidity(%) 30 50 Moisture difference(gr/Ib) 25 32 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input - Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) Bath 2 61 668 457 17 18 Bed 2 175 2356 2067 60 83 Bed 3 259 2997 2097 76 85 Hall 94 0 0 0 0 M Bath 98 1002 409 26 17 Master 272 3085 3072 79 124 WIC 98 1770 1382 45 56 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2020-Jun-24 15 32 14 wNghtsoft• RightSuiteO Universal 2019 19 0 09 RSU20822 Page 3 �+�1 nghtsoft HVAC11680 Seawecod Drive—Southold rup Calc=MJ8 Front Door faces. E Zone2_2nd Floor 1055 11878 9485 303 383 Other equip loads 0 0 Equip.@ 0.91 RSM 8593 Latent cooling 1631 TOTALS I 1055 I 11878 I 10224 I 303 I 383 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. fl- wrights---III 16 2020-Jun-24 15 32 14 �t .• », ..�, RightSude®U niversal 2019 19 0 09 RSU20822 Page 4 + 1 .Aghtsoft HVAC\1680 Seaweood Drive-Southold rup Calc=MJ8 Front Door faces: E Manual S Compliance Report Job: 1680 Seawood Drive 1-l(j)ME E Na a R G Y Date. 6/24120 50T UTION5 Entire House By: Katelyn Maleski Home Energy Solutions Inc. 187 East Main,Huntington,NY 11934 Phone 631-673-0664 Email gdlamay3@gmail com Project • • For: 1680 Seawood Drive,Southold, NY 11971 Cooling Equipment Design Conditions Outdoor design DB: 85.6°F Sensible gain: 20526 Btuh Entering coil DB: 76.3°F Outdoor design WB: 72.1°F Latent gain: 4008 Btuh Entering coil WB: 63.8°F —-Indoor design DB: 75.0°F Total gain: 24534 Btuh Indoor RH: 50% Estimated airflow: 800 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Lennox Model: XC16S024-230-04+CH35-24B+EL296UH045XV36B*+TDR+TXV Actual airflow: 800 cfm Sensible capacity: 20056 Btuh 98%of load Latent capacity: 5324 Btuh 133%of load Total capacity: 25380 Btuh 103%of load SHR: 79% Heating Equipment Design Conditions -- - Outdoor-design DB: 10.60E-- -------- Heat loss: 33993 Btuh Entering coil DB: 62.-rF Indoor design DB: 70.0°F -_ --_-Manufacturer's Performance Data at Actual Design Conditions Equipment type: Prop furnace Manufacturer: Lennox Model: EL296UH045XV36B* Actual airflow: 767 cfm Output capacity: 42000 Btuh 124%of load - Temp.rise: 50 °F Meets all requirements of ACCA Manual S. wrightsof - 2020-Jun-24 15 32 14 RightSuite®Universal 2019 19 0.09 RSU20822 Page 1 nghtsoft HVAC\1680 Seaweood Ddve_Southold rup Calc=MJ8 Front Door faces E Duct System Summary Job: 1680 Seawood Drive HQNSE EvERGY Date: 6/24120 SOLUTIONS Entire House By: KatelynMaieski Home Energy Solutions Inc. 187 East Main,Huntington,NY 11934 Phone 631-673-0664 Email.gdlamay3@gmad com Project • • For: 1680 Seawood Drive,Southold, NY 11971 Heating Cooling External static pressure 0.80 in H2O 1.00 in H2O Pressure losses 0.36 in H2O 0.35 in H2O Available static pressure 0.44 in H2O 0.65 in H2O Supply/return available pressure 0.267/0.173 in H2O 0.394/0.256 in H2O Lowest friction rate 0.050 in/100ft 0.073 in/100ft _= Actual airflow -- - 767 cfm 800 Cfm Total effective length(TEL) 885 ft SupplyDetail 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 --- Bath I h -- 1033 32 24 0.058 5.0 Ox 0 VIFx 90.4 370.0 st2A Bath 2 C 668 20 22 0.054 5.0 Ox 0 VIFx 91.0 400.0 st1 Bed 2 C _1034 - 36 50 _ 0.079 6.0 Ox 0 VIFx 106.5 392.0 st1 A Bed 2-A _ C, -1034 36 50 0.073 6.0 Ox 0 VIFx 101.0 435.0 st1 A Bed 3 = - C _ 1499-- - 46 ---- 51-_ --- 0.050 6.0 Ox 0 VI Fx 98.0 430.0 st1 A -_- Bed 3-A - ` c-- - 1499 - -46 51 0.050 6.0 --- Ox 0- VIFx._-_-93:0_- _ 4.40:0-=st1 A=----_--_-- oen C -1461 --55_ _- 71 _ 0.091 6.0 _ _Ox 0- VIFx__-9_4:0=-==3-40 O st2.___ -Den-A C- -1461 _ -55 71 0.085 7.0 Ox 0- VI Fx - 102.0 360:0 -st2A-- Kitchen __ C -- - 1901 =_ 58 -- 69 - _ 0.054 7.0 Ox o VI Fx 121.5 370.0 st2A - Kitchen-A C- 1901 58 69- 0.065 6.0 Ox 0 - VIFx 83.0 330.0 st2 Kitchen-B C 1901 58 69 0.064 6.0 Oxo VIFx 66.5 350.0 st2 Kitchen-C - _ C 1901 58 69 - 0.063 6.0 Ox 0 VIFx 58.1 365.0 st2 Kitchen-D C 1901 58 69 0.063 6.0 Ox 0 VIFx 75.0 345.0 st2 _- Living-A h 3160 - 97 ___ 77 _ 0.062 8.0 0x 0 VIFx 72.5 355.0 st2 M Bath h 1002 31 20- - 0.055 5.0 Ox 0 VIFx 60.0 425.0 st1 Master - c-_-_ 1536-- 47 74 _ 0.079 7.0 0x0 VIFx 84.0 415.0 st1 Master-A C 1536 47 74 0.079 7.0 Ox 0 VIFx 77.0 420.0 st1 - Pwdr h 889 27 20 0.057 5.0 Oz 0 VIFx 119.0 350.0 st2A wlc = c- 1382 54 67 0.080 7.0 Oxo VIFx 84.5 410.0 st1 wr7ghtsoft" 202G-Jun-24 15 32 14 -" -" - ^ .u..•,a..w.�.,.. RightSude®Unrversal 2019 19 0.09 RSU20822 Page 1 * ..rnghtsoft HVAC11680 Seaweood Dnve_Southold rup Calc=MA Front Door faces E h 1 st Floor '�'7 4x10 2x14 � 69 cfm 4x10<- -> 4x10 69 cfm 6 69 cfm 6" 69 cfm 711 T 6' y Kitcher Pwdi 2x10 5.. 10x10 '14x10 27 cfm 30 x 20 1066 66-cfm 20 x 10_ 5" 7 7" 7' 5 10 x 10 12 x 10 611 6 611 4x8 T 32-cfm— ` _ -- -- - --Bath-1J_ 61 Livinc 4x8 69 cfm Den 6x10 97 cfm 8 711 E 4x10 Ax 10. 71,cfm 71 cfm 6 Job#: 1680 Seawood Drive Home Energy Solutions Inc. Scale: 1 :71 Performed by Katelyn Maieski for: Page 1 1680 Seawood Dnve 187 East Main Rig ht-Suite@ Un iversa 1 2019 - - Southold,NY 11971 Huntington,NY 11934 19.0 09 RSU20822 Phone:631-673-0664 2020-Jun-24 15.33.09 - - - gdlamay3@gmail corn 1680 Seaweood Dnve—Southold.rup 7 v ti 2nd Floor E E 4 x 8 •E- -� E E V 4 x 8 6" 4x8 22 cfm 5" 4x10 7" 4x10 711 50 cfm 50 cfm 74 cfm 74 cfm Bath 2 Bed 1OX10 Hall Maste 7" 7„ 30x1 10 x 10 5' 14 4x8 - - �� -7 -Batt _- - 20 x 12 4x8 4x8 4x8 6" 51 cfm A—> 51 cfm 67 cfm 7 , WIC E E Job#: 1680 Seawood Drive Home Energy Solutions Inc. Scale: 1 :71 Performed by Katelyn Maleski for: Page 2 1680SeawoodDrive - - 187 East Main Rig ht-Suite®Un!versa 12019 -- - Southold,NY 11971 _ - Huntington,NY 11934 19.0.09 RSU20822 - -- - Phone:631-673-0664 2020-Jun-2415:33.09 gdlamay3@gmail.com 1680 Seaweood Dnve_Southold.rup Technical Data Sheet' Batt Insulation 07210&09820'! R(0 R"EX U L d 6 A F Blanket Insulation 07 21 16— Acoustical ROXUL AFB®, ,Acoustical Fire'Batt t.06-cnptori &;Application ROXUL qF6®is a mine'raT�66l.batt insulation"fo�Tnterior.partittons in caminerciat=ctin5tructions°whe�e:5uperio�°fire"esi§tartce and acoiist(cal per`bftance,''is�"regWifeii. =- . . _.. Peiformance Test'Standaro Compliance Weld FIhe-r-f anal Ins61ia6bn,f6r.8uild1ngs,-T:yp6l1 Compliant" "CANIUL'C S7F}2 Mineral'l ibex Blanket,Them�a�,Insulation;'Typa,1;Compliant= ASTKC665' Miiiera Fi�r B _ _ __ I' be lanl(etThemiallnsulation,;Typer7'Cornpliant ASTM;C553 MEA'4i4pproval,NeiiV_Yaty;Appfoval 33_8-9T�Nl Eiky of Los Angetes_Approval REQ 25444 Reac ori to:Fire Flame spr"cad index='O,;-Smoke developed,index-=,4 ;1ASTM E84'(UL"7.23) _ Ffamespread'`iride'x=0Srnoke:devetoped index=Q, CAN ItJLC;5102 Detierininatton ofi No`n Gombu's`ti6itif}Lof Building>Matenats yNon Ci;mtiu`sEible CANIULC S114 Adhaviou_rof materials at:7>Si)°E NanlComtiustibTe; -ASTM E136' Snfould@r Resistance=0.09%, aCANI,ULG;S129 Density 'ActiFaI,Derisity-'9 thicknesses z 3",(78 2Frf&),--2;5 Ibift- (404&ffi)' ryQSl M 66.5 y A0410e00at°thickness¢s Carrosi6,Resfstance Stress Corrasion Cracking Tendency of:AuskeriiGc`SFainless Steel=1?asseii, ;^ASTIUI`G795' _ - Corrosion of Steel'=Passed ;,ASTM;C685„ Air Erosion Maximum Al 108,O,:fpm( ;08:m1s) "UL181' 'TFitckhess 1'tfi6— 4°'X25.4mm;-1'01'Gmm);n;1/2";inctements.as wail ast5"(1Z7mriti;and 6"1(10 4mm). T n 16"ic48";(q i3inm x 1219mm);24"z;48"(610mm:x'1219LLr»m) ;Acousti4Cp-,i rfar,mance %fdkness, 125Hz 250:Hz 500�Hz `1,000 Hz -2000Wz 4000'Hz NRC,' A$TM;C423, " r - 0:14 t)25 0:65_ 0:9 1.01 1.Q1 .My U'44 0:91; 1:04; 1:02 ;1.03` 0A =2' t}28 0.6J tog; 1.fl9 9.05 1:0T' 0,96 33" 0,52; ;0:96 `A8• "f.07'' 1.65 '>1.05, iA I 4' p 86' ;1,111 12 :1:07' 1;08r 1.07 L11 � lzlease�oritad RUXUL�fo�""STC ra6'ngscnsfesteil walt assemblies °=As1'M`E90; f Fir�Ra*Designs: ULC-dimbific Wh,Code:6ZJZC_ UL'Classificia�ion'Code:BZJZ, Tvi 03 bTtc;'MsatFaifiiat5tl95,Edhioa"tilasbaiFo % �._ lssuBd,02="I0 fine 2004Editfnn.aAs RpXUL:Gic tsiio canirol,dget le'siaAatlond?s!9�an'd�Workiroiuhlp�ai Cessory tiwitii �s.dc�ppllcadm� _ 17 „Conilltlon6,ROXUL-tiic.doesyGctwarrbnly lha;PeAOmPnce tesu`ds,ot any insta mrrtam1rsp SOX L I saE�to_ H,_:•_ � '� �` iu� n��'' ,. R u �, au�}s.roXUt.'(nda��averap Ua61V ana'�r�°reme`�ee� Supkrseidds,04-0:1=.16 aliabl;aie�mlle�tbyth rge�+aialtamsviticont3ttia!tgo}elu.Thfsy+ariantyi`s_inNo6'61oth'e"rwaianllgsand,eoadllio eipie3sattdrtinplt d'frtclfiiltngilicwartsnt"'Of 'maictieNatifBty'`end tlt i8ss tdra paitbwtaf PUmose ROXUL INC X 8024 Esquesing LineMillon,On.L9T 6W3 -- - U -- 800-265-6878 The Better fax: 800-991-0 DATA.-SHEET Basement'Vl�al I Insulation kiA - _ �A�� - - _ _ . _ � FQR7tiF.WORtfaWt'GVE dN" with ECOSE 'Tectinotgo- DESCRIPTION i Basement Wall,lnsulationsafiberglass,bianket,lamnafed`to JAB• a- r`,forated:factng:that can,be(eft expiised It=ts DATE: unfaced..fdf,non=eitpbsed if&assudh,as'cravrispaees. It g ves.you. the filezi-biP to a 1 the,,insuiation Horizontal.' &r ertfcall"' i !tY Y_ _ v _ .Y Y., which;allows>forgQher---half-wall or'full=wall:Perforated facing is fecofimendedfog fhenmajobtytof basemen f;wall,'applfcations: ®o ® • o The peYforation`s'`in the,`facing;allow,moisture Eo pass through'ttie- material;red(icitig'ths possiEiility'af condensationrand:eilsuririg p�opet thefmat p-i#.fd ance, APPL-IWIQN i, NdW#insfructio,or;for ref rofif-in,existing homey - a ..e• . e a °- _ I S0tClFfCATION COMPLIANCE' • ' A5TM`0665 'Type il;Glass-A,lCate&fy II ` IECE;Cdde<,fo`r a;coiitlnuous`R=value With a;Class.;A Fide • ®' rating with;no further modifiii anon INDOOR•AIR QUALITY • EUCEB;�i:rtified 9' _ - f _ FORMS j R-Italiie ,Di-mett's'iorts F�C'fitg� _-"�. - ,. - y 3.5,'a - PSK Perforateo.(White) � �3+5�'x_88'x 60' 4 . TECHNICAL DATA Ptaperty(,fUnt), - Tiff PerEcrmance — _ - -- =� Does`nota cce(erate corro§lon of steel Corcostveness _ -_ 'Th'ermat'V7-tle ---- - - - ;ASThII'.C518 - iVon combustihle,(insulatio�n_anly); tibilify ASTM E136, C abUs - I - Surface BurrringCharacte�istics Atm, 2_5150 (fl me spiead/smoke develmJ _ 'Tfi ASTM E84 standard is;used:solely,to;measure•and describe properties or'inateiiais_arid pr8durts ln'iesp6A a fo`tieafand`,fiaine'under tont Cpeop ora tory:eond(tians:Thls f,Y. - _ - numericat'tlame spread rs not'fo""terjdeii tb:ref(ecYtiaia�ds:prPsented `thiso�`any;othe�materlat urtdef acfu8lr�candtlons:; a ----- - - - - - ---- -- - --- - I I R-VALUE INFORMATION INSTALLATION Insulation is,spe;ified_by jtjjhf mal resistance or,R-value:'Rt' Half-wall application 'means fesistantie'to heatflow.-T.he-higherthe R--value„the greater ;Secure-a Z°�2'furring strip hoiizohtally,to-the side-�of the f the insulating power.The amount ofi insulation,you�need"depends sill plate at the top of the-wall to be)nsulated. mainly,-on climate;;type of beating'(gas,"oil,eldcteidity?,you u'se; Fasten a second furring.strip.,horizontally I erieatfi'the'fifst and the aiea of the•`house-you plan to insulate:The Dept, one by the wiiith'of the ihsulation',6eii.9 installeii. of Energy ha"s-established minimum°Mp9mmended 'i-risulation, Roll'-the insulation but'oh,the floor"cuttin Atto the length. R`-vaiues',for 7,dist�nct parfs'bf the dduntry, or insulation'.zones. • Place the insulation between the Jfur ring,strUp,and fasten � If you five-on'the:Uded'er'betweeri'-two;zones;choose the higher the'facing'fl`anges to`the-2"x 2°at topiand bottom,making C rather than the lower values. sura the facing is,on the exposed side. r Full=wall.'2-piece`application IS - Follow first'two steps 6f half=wall.apglication. � �u Nail;anotherfurring�strip ho_n_zontally-apQroicimatoy V I tt r {E above t_heflo_or. ,,h use--. ..=2�'.»,1-y,,.,• 7 - - - -,� - Cut irisulation`to lengtfit:anil fasten insulation to'the.,furrng { si t the top and bottom of both insulationset ions: trips +Nu -tiro � �,.�. . Note - ? ! 'TrimmingAthe second or'bottorri insulation''section'may b"e' I LL needed-to fit between the laweifurring strjps toTaccommodate far •' any'variations on site. C 0, 0 0 I 0- '-4 -4 'R=10/It413 Md/R-13 11-10/13753 R,10/R-tt3, Except IIAar-i'ne 1140/R-13, 9=101R-13 R=15/RAR R-15/R-I9' R- OlR=13 1115/RK=19 R 15/11-`19 R=15/11-19 CERTIFICATIONS, R-10111-13 11-15111-19 R-1'5!11 19 R-15lR=19;T a..The fust R-Valu"e`applies to'contlriitau`s idsulbtien;ttig second to framing cavity - Insulatiari;either-insulation meets the requjrement. �Fall ; lie errriitteil;to be met With R-13 cavity�nsrilatian;on the_, �•i ;b',R 15/Rd9'shal I _ P _ - inleiior,,iif-the basement_v2q plus 11-6-continuous Insulateil"sheattiibg on the In riorr or ezteifo'of-the home. R=10/11-1-3'means R_10,,'ddhtiriuous I-nsulatedsiteathing ,pq the inteifoi•;ot;exteria,pf-the ha_me or R-13'tavity Insutafion at-theinterior of_!he _ -- - - "basement wall: Kf3AUF'_INSULATION,1Nq. Check with youi Knauf,nsutatio"�TTerritory Manager to ensure in}atrriaUon is current,,, One Knauf Drive "'rhe chemical and-physical pioper[Ies of this product represent aweragii values; StielBjrvlile`; IN 46176 determined In aebdrdance'witii accepted testmethaft The data'(ssutijectao normal manufachuing variations.The data-is supplied a`s a'techbical sen+ice'and Is,'sLbjec Technical Support ^•, to change,viittioufnctice.,References to numerical flamesptead iatings_ar n intended (317)39$=11434 eitt._8727 to reflect,hazards+presented bf•fhese'ocany other materials under_actual fire condiUans., infc us4lkn�u`tinsulahan.crim P This product is'coveyed by°oris afmore'U,S.'andlor-other patents,, ;03'20- See patentv+w u:knuyifn,,V— ,-con;lo sr is Visit'knaufnorthameric_a,com t0,learn more, ®2020 Knauf Insulation;Inc'., I I FOUNDATION(1ST) p AW. FOUNDATION 1 MMA M/2 03,7 111911-VALT Mll M'M. Ali/ 1-1 ROUGH FRAMING& PLUMBING AL AMMMAW INSULATION . . STATE ENERGY • 1 �r pr WWI WAI ADDItI6NAL COMXEJkTS_______'l0" _ � T, m JK, !: TOWN OF SOUTHOLD i BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT f Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 '� 4 sets of Building Plans TEL: (631) 765-1802 Jill Planning Board approval FAX: (631) 765-9502 Survey SoutholdtownnY.g ov PERMIT NO. Check Septic Form N.Y.S.D.E.C. I f it Trustees l C.O.Application Flood Permit Examined_ ,20 Single&Separate Truss Identification Form i Storm-Water Assessment Form Contact: Approved 20 Mail to: Disapproved a/c ' Phone: Expiration ((' ,`200 nia , _ v L 0 g ector APPLICATIONYOR,BUILDING PERMIT 7-7 B ,pINGDEPT- Date e 6 , 2020 ,1,--rffOLD INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. i c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or;in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not,been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months:Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors Ion premises and in building for necessary inspections. 57� (Signature of applicaor name,if a corporation) McCarthy Management,1c. 46520 CR 48, Southold NY 11971 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Agent Name of owner of premises TSC Holdings. LLC. (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer _ (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will'be done: 1680 Seawood Drive Southold House Number Street Hamlet ' i County Tax Map No. 1000 Section 79 Block 8 Lot 2 Subdivision Filed Map,No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Vacant Land b. Intended use and occupancy Single family dwelling 3. Nature of work(check which applicable):New Building___X, Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units 1 Number of,dwelling units on each floor If garage, number of cars 0 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear " Depth Height Number of.Stories a t; 8. Dimensions of entire new construction: Front 40.7' Rear 35.5' f't Depth 3,7:3} 1' Height Number of Stories 2 9. Size of lot: Front 100' Rear 100' Depth 150' 10. Date of Purchase 11/18/2017 Name of Former Owner . Cathrine Barbato 11. Zone or use district in which premises are situated R40 12. Does proposed construction violate any zoning law, ordinance or regulation?YES' NO x 13. Will lot be re-graded?YES x NO Will excess fill be removed from premises?YES x NO 14.Names of Owner of premises TSC Holdings, LLC. Address 46520 CR 48, Southold Phone No. 631-765-5815 Name of Architect AMP Architect Address1075,Franklinville Rd,Laurel phone No 716-572-4741 Name of Contractor McCarthy Management,Inc Address46520'CR 48;Southold Phone No. 631-765-5815 i , 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES i NO ' x *IF YES, D.E.C. PERMITS MAY BE REQUIRED. i' 16. Provide survey,to scale, with accurate foundation plan and distances to property lines. I 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this'property? *YES NO X * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF Suffolk Susan McCarthy being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract) above named, i (S)He is the Agent (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Swor-x fore me this day ofd 20 J.°teryPublic cCAATHY 7 ° uNolh 'MeteoIPlowYork t ry p( 1It; -Mbar 23,4�--- Si`�'mature of A licant Scott A. Russell ,�d°Su to ST011Kl��l WAT]EIR. SUPERVISOR MANAGEMENT SOUTHOLD TOWN HALL-P.O.Box 1179 u' A 53095 Main Road-SOUTHOLD,NEW YORK 11971 ' �C Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET (TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE ]FOLLOWING Yes No (CHECK ALL THAT APPLY) ❑ A. Clearing, grubbing, grading or stripping of land which affects more - _ - than 5,000 square feet of ground surface. ❑Q B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑E] C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑0 D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. X E.--Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. — - lous surfaces-of -1-,000 squar-e_-= ❑-F— nstallatio_ ofnew orresurfaced impery -- - - - -- -__ feet-or-more;-unless__prior approval of a Stormwater Management - -_ -Control-Plan was-received by the Town and the proposal includes in-kind replacement of impervious surfaces. -If you answered NO to all of_the-questions above,STOP! Complete the Applicant section below with your Name, --Signature,Contact-Information,-Date&-County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above,please submit Two copies of a Stormwater Management Control Plan -- - - and a completed Check-List Form to the Building Department wltFyour Building Permit Application. -- APPLICANT• (Property Owner,Debign Professional,Agent,Contractor,Other) S.C.T.M. #' IQQQ Date. _ DLstrtct NAME. McCarthy Management, Inc. 79 8 2 6/19/2020 Pr�i Section Block Lot tbT. ' ****FOR BUILDING DEPARTMENT USE ONLY**** Contact Information 631-765-5815 fh4pM Nwntnl Reviewed By: — — — — — — — — — — — — — — — — Date: -.Property Address/=Location of ConstructionworL, — — — — — — — — — — — — — — — — — 1680 Seawood Dive, Southold, NY 11971 Approved for processing Building Permit. Stormwater Management Control Plan Not Required. — — — — — — — — — — — — — — — — — Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM $ SMCP-TOS MAY 2014 i 'I dii i APPLICANT: ., S.C.T.M.#:` 1000 CHAPTER 236 (Property Owner,Design Professional,Agent,Contract-,Other), —,� OSQ 798. 2 Stormwater Management.Control Plan CHECK LIST Thomas J McCarthy Owner, ',section� �,Block „Lot NAME t ` I .-t r S'M C P -Plan Requirements: Provide ONE copy of the Budding,Permit Application. DateThe-applicant must provide,a Complete Explanation and/or Reason for not providing 631-765-5815 6/19/2020 all Information that has been Required,by the-following Checklistl iQnature Tdeplom Num6m - � - i I h 1. A Site Plan drawn to scale Not Less that'60"to t'he'inch MUST If'You answered Noor NA to any'ltem,Please Provide Justification Here, 'show aWof the following'itemsi. ' YE ;NO NA If you need additional'-room for explanations, Please Provide,additional Paper: a. Location&-Description of Property Boundaries FIX I b'. Total'.Site Acreage. - c. Existing,-Natural&Man Made Features within 500 LT., "' � See aerial photo affached of the Site,Boundary as q re uii•ed by'§ Y u rlI d. Test Hole Data Indicating Sod Characteristics&Depth to Ground Water. x e. Limits of Clearing& Area of Proposed Land,Disturbance. 'f. Existing&,Proposed Contours of the Site,(Minimum 2-Intervals) g., Location of'all existing&proposed structures, roads; driveways,sidewalks,drainage:improvements•&utilities. h. Spot Grades&•Finish Floor Elevations for all existing& x "'��' �,i.• proposed structures. 1. Location,of proposed Swimming Pool and discharge ring. {; No pool.May apply at a later date '. Location of proposed Soil Stockp'ile,Area(s). k. Location of proposed Construction Entrance/Staging Area(s). ,I 1. Location of, proposed concrete washout area(s). dl in. Location of all proposed erosion&sediment control measures., i 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(21 inch x rainfall/storm event. , 1 Details&Sectional Drawings for Stormwater practices are•required for approval. i Items requiring details shall include but not be.lim' ited to: ,d a. Erosion&'.Sediment Controls. x 1,I b..Construction Entrance&Site Access., x I c. Inlet Drainage,Structures,(e.g.catch basins,trench d"rains,etc.) x � d. Leaching Structures (e. .infiltration basins,swales,etc.) x I ""FOR ENGINEERING,DEPARTMENT-USE_ONL-Y****` Additional Information`is Required. Reviewed& i I( Stormwater,Management Control Plan is Not Complete. Approved By: f - - - - - - - - - - - - - - - - - - - - - - - D Stormwater'Management Control Plan is Complete. Date: SMCP has been approved by the Engineering Department. FORM * SWCP Check List-TOS'MAY 2014 I of i OFFN/(eo Gyp BUILDING DEPARTMENT-Electrical Inspector C* z TOWN OF SOUTHOLD W Gy • �� Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (631)765-1802-FAX(631) 765-9502 Temporary Certificate # A Date 2020 Customer Name Electrician Name L _Q leg Address f 6t- Phone to 72, Si e-mail e-mail Phone License# Size_ 0_A Phase / Overhead Underground >0 #of Meters Remarks #of Underground Laterals 2 New "H" Frame or Polel H 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 90 days trom the d to above. Authorized by BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD Cz Town Hall Annex-54375 Main Road-PO Box 1179 Southold, New York 11971-0959 Telephone(631)765-1802-FAX(631)765-9502 rogerr@southoldtownnv.clov seand(a southoldtownnv.Qov ` APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: Company Name: KV Electric Inc.. Name: Kenneth Vaughn Ucense No.: 8389 email: Welectricinc_ mail.com Address:''. -405 Central Avenue Bohemia NY 11716 Phone No.; JOB SITE INFORMATION (All Information Required) i Name:_ McCarthyMana ement Inc. Address: 1680 Seawood_Drive, Southold, NY 11971 Cross Street: N.. Ba iew Road_ _ Phone No.. 631-765-5815 BIdg.Permit#: 44994 email:tmccarthy.tmocarthy@gmai-I.co Tax Map District: 1000 Section: . 7Ft Block: A Lot: BRIEF DESCRIPTION'OF WORK(Please Print Clearly) ! _New residential construction. f Circle AII That Apply: 4 Is job ready for inspection?: E NORou h In Final Do ou-need�TgMp tficate,?. E -NO Issued On ` Temp Information' (AII Information required) Service Size 1 Ph 3 Ph Size: ab #Meters , t-�—Old Meter# New Service-Fre Reconnect-Flood Reconnect;-gservice ReconnectedUndergroun - verhead l #Underground Lateral , 1 2 H Frame Pol Work done on Service? Y N d Ad itional Information: PAYMENT DUE-WITH APPLICATION Request for Inspection Formic BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD H Town Hall Annex-54375 Main Road-PO Box 1179 ;• Southold, New York 11971-0959 Telephone (631)765-1802-FAX(631)765-9502 rogerrla?southoldtownnv:gov seandfa-southoldtownny.Qov ` APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Au information Required) Date: 412919020 Company Name: ICV Electric Inc.., . Name: . Kenneth Vauahn License No.: 3389 email: We_lectricinc mail.com Address:, 405 Central Avenue..Bohemia _ Phone No.: JOB SITX INFORMATION (Ali Inform mon Required) Name:__ McCarthyMana ement Inc. , Address: 1680 Seawood-Drive, Southold, NY _11971 Cross Street: N. Ba leve Roa Phone No.: BIdg.Permit#: 44994 enigill.tmccarthytmcc.arthy-@gmall.coms Tax Map District: 1000 aeoo :, Block: A Lot: -91 BRIEF DESCRIPTION OF WORK(Pleas&Pdnt Cleady) , , New resideritiat constr_uotion." „ 1 Circie All That Apply: Is job ready for inspection?: .'NO Rou h In Final . Do -a Issued On l .Temp Information• (w&Jnfarmatlon tegtlired) Service Sizek,1 Ph 3 Ph Size} LL— #Meters Old Meter# New Service-Fre Reconnect-Flood Reconnect- ervice Reconnected- Undergroun - erFlead [#Underground Lateral4-1 ` 2 H Frame Pol Work done on Service, Y N AYi idonal Information: - -• =- PAYMENT DUEMITH APPLICATION Request far Inspectlon Forroxls PERMIT# ddress: r , I< �- Switches � P ' Outlets , 1 GFI's Surface Sconces 1� H H•sUC SUS I_ts Fans 1 �Q Fridge HW Exhaust 1 Oven p f♦? �a Dryer ttt r � Smokes �,� �1 DW S7%4- �C)��,`� f Carbon Micro ` Generator Combo Cooktop Transfer AC AH Mini A\ Special: Comments V s-4c jacr- -na4 CV�Pd". CIP"t" �� o a << ` NeCARTHY MANAGEME1f, INC. 46520 COUNTY ROAD 48 SOUTHOLD, NY 11971 DA E JOB NO (631) 76,5-5815 FAX (631) 765.5816\ ATTENTION TO �� RE �50 07d ZA WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ eng L �C- 50r/E5 oF � s s O-A�A !� THESE ARE TRANSMITTED as checked below• ❑ For approval ON ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use A 16 ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested 'y ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS uV f77 JillQ 2020 "'MOLD COPY TO SIGNED: If enclosures are not as noted,kindly notify us at once MccARTEIV MANAGE31M, INC. CSLVII g � ,n ��' M 46520 COUNTY ROAD 48 SOUTHOLD, NY 11971 �� DATE JOB NO (631) 765.5815 FAX (631) 765-5816 ATTENTION TO RE. - Vw w l Tr 4- L144 WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ „„ 1� far�� . w�,�"ty:���r• :�.v�y 'r`— s. Lea&'-, )n -m j 4 _ i _ L (2 it J ouawr • v 1bL - �. THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS Jug 17 COPY TO SIGNED: If enclosures are not as noted,kindly notify us at once. M MANAGEMENT, INC. ® ® e e '46520 COUNTY ROAD 48 SOUTHOLD, NY 11971 DATE1.loq C2 "(631),765-5815 - (631)-765-5815 FAX (631) 765-5816 ATTENTION -Sb TO , a RE l�C�'Wir �, to e WE ARE SENDING YOU ❑ Attached :_�❑ Under separate cover via the following items: ❑ Shop drawings ❑NPrints - 11 Plans o ❑,: Samples - ,❑ Specificatiohs El,Copy of letter 'ED Change order ❑ - DATE-COPIES NO'. DESCRIIPTJ P7FT'r7H t t-ee, L PAS�w� S r THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted- ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS ` �, J FAY T—r�4t=�as 3i�F°1e COPY TO SIGNED: !f enclosures are not as noted,kindly notify us at once. strt ttI6 NEW YORK METRO 800-8534803 Stewart.co m/iiym etro Order-'Date: 7/13/2020 Title Number: 81109363 Sales Rep: Christopher M6K6ever Applicant:: Thomas J..McCarthy Thomas J.'McCarihy,Real Estate--Inc. 46520 Rouiq 48 -42o--tj Shu'hqia, 11971. P-,-nb:(631)765-58,15 'tmccart4y-.tmeca,rthyggmail,com PropertyInformation: IraAgactidn Information: AqK, Sedwbod,Prfv6,. Single and Separate Search Fe' District: 1006 Section:, 06.06 M6±t9qge)44bi4t;y:, Block: 08.06 )AW: 062,000 Rprebase,r(sy- TSQIE�61dings,LLC Notesr STNdLE,&StPARATESEA-R0II�FRQM JULY,1982 Thanlc-,ypu. We appreqiateyoue busfiiess! 71TWestchester Avlenue 140 East 45th Street, 160 Motor Parkway Suite 302' 33M Floor Suite 5Q0 White Plains;NY 10604 New York,NY 16017 ihuppauge,,N-Y'11788 NEW,YORKAETRO 800-8534803 stews titin ,914-997-1698 fax iLstewait,com/nymetro Title No:-&1109353 Effective Dater 71i4120�0 STEWART TI''LE,INSURANCE COMPANY DOES HEREBY CERTIFY TO: ThQmas,J..Mcdarthy ThUnid6.J.Me-Carthy Real Estate Inc. 4M0 Route 48 E�Puihoid,'Ny, 11971 Phone: (631)765-5916 Fa-k:°(631)7,65-581.6 tmecarthy.tmccarthy@gmail:coxrz. THAT Stewart Title•Insurance Company (the"Comp anf)-has caused a seam search to be ade in the. appropriatq Offtce;of the County Clerk of the:County of Suffolk in 6 State of New-York, against°the, p>ezuises described herein and premises adjacent thereto on all sides•from 7/20%1982 to.6/3/2020'to ascertainfthe fee,chain,af title reflecting said premises-described herein ;aril the pxemises abutting.same; and has,fouzid=only, the returns as set forth herein bn theT611bwhig,pages as they appear of record;and DOES ce#if,-th#"the,6Wters of thepremises-described HereinUa e,owned-the same in single;and sepa ,ate ovvriersliip as•defined by law during thisper-iod of time, except as,.otherwiee shown herein": THIS`Company's Liability,is-liinited.to TWgAy=fide Th usand($25,000.00)Dollars'for'negli;geiice only, NO P'OLTCY OF Ih7ST']tAN E is to,be issued hereunder,and fiillpayment is due•upon receipt,ofthls repox�, Districts 1:000 Section: 079:00 'Block: 68-ooLot: 002:000 'STEWART TITLE•INSURANCE COMPANY Kathleen Hennessy Title Officer page 1 of 10 `EF I I NEW METRO YORK tito� 9-f,4�997-1 6Q8 fax stewart.com/nymetro CHAIN OF TITLE FOR SUBJECT PREMISES. District: 1000Section: 619.00 tlock:'08.00 Lot: 001.006 1 11 - Lot ikM41P-of Seawood,Acres,Section One, filed 6i2449'66 as Map'Na,.25,75 IA Gra-#of. - Theodore,Waugh and Mary Agnew-.Waugh, his wife Grantee: Joseph Barbaio^-and Oatlf6iinJ.13.ifba' s to,his Dated: 1,0/24/1963 recorded: 10/25/-1,963- Liber, 51440 Page: 3,64 1B Grantor,-. his wife; thdpd�6tq*angh,and Mary Agnqs-Waugh wifq _, Grantee:- Jos,eph,,Barbato and,Cathe�baee L BaAato,.his wff6 .Dated: 101/540-68 'kjb6rd, ed1', 11/12/1968 'Liber: 6453 Page: C,aiherino,,,Bobttto-died,ii/'18/2017 PAGE STEWART TITLE INSOAANCE COMPANY By:Aim-- Kathleen Hennessy ,Sword, to b^Qfbre me this 2' 20 N6tad Pith Iv Christopher—G.McKeever NOTARY PUBLIC,STATE OF NEW YORK R69'istratiDn No,OIMC4794444 Qualified in Suffolk C6-tY Commission Expires August 31,2021 Page 2 of 10 NEW YORKAETRO, 800-853,-4803'078§3,-4803' 9997-1698 fax stewcart, tivei stewart.comlnymetro CHAAN OF TITLE FOR SUBJECT PREMISES (coniliiued): District; 1000 Section.:079.00 Block: 08.00 Lot: 002;000 Lot 18, Map of Seawoo&Acres,Section One Iff6d(26/1956 as A ap Na.,2075• IC OxaAtor:, Steven,Barbato,as Executor of the LastWill a Grantee: TSC'Holding$,�L)X -nd Testament of-Catheri-sie Rkrbato Dated:, 4/23/2018 Recorded: 6/4/2018 Liber: 12960 Page: 904 LAST RECORD OWNER Kathleen Hennessy,being difly,sworn, deposes and says-, That s/he is,an Officer,of Stewart Title InsurAnte C I 6mpany. Thatthese,are true Chains,of Title for thie subject premises as shown on the records�of the Clerkofthe County of 800Wtnddx,.the Abdve captioned title-number. BTEWARYTITLE INSURANCE COMPANY kA, Rathleon Heji"ne6issy Title-Officer Swornlo before ane this F7day of July, 21 V I Not"�u Christopher G.McKeever, NOTAPY PUBLIC,STATE-OF NEW YORK_ Registration No.QIMC4794444' Qualified in Suffolk County Commission Expires August 31,2021 Page 3 of 10 NEW YORK METRO fax /���/�/�'� '�''` } © '. 8bb=853-4803 .e1/.Y-C+L�I 1,,, i li �+ w14-,conVn m tro stewar#,cominymetrn CHAIN OFTITLt')'SJR PRt-MISES ADJACENT WEST: "S,6awood_Drive" 3 STEWAR,T TITLE:INSUR.ANCE GOMPANy athleen Hennessy Title Officer Swaxn.tabefore iiie this. 'r' il'ay o:rJuly;Z026 IVA& Notary -tu c cbdistaA'hef P.'I4G3�oCVCr . NOTt1ItY PUBLIC.Sfi 4fi2 Qfi NEW 1;QIti- RagistrgteonNo.oII'IC47 4444 �2uaiificd iri Suffnlic Goimty Commission expires- August 31,2023 Page 4 bf 10 NEIN YORK METRO I 80 7A '914-997=1698 fax vv�W sha- wart title ste com/nyrneiro CHMN OF TITLE FOR. PREMISES ADJACENT NORTH : District 1000 Section:079.00 Block:68;00 Lot: 001.0,00 Lot,,1-9,MAP of Se4*o-od.Acres,Section,One, filed'6/26/19b6 as,Kap No. 2575 2A Grantor; Walter Butaehsld and.Joselihine Burzenski,hiswl& il'ra'Atqe: Fotios,Lindiakos and'Eldthona,Lindias b ,w e, , hiif Dated: 7/20/1992 4e 6jc46d: 9/23/1982 Liber: 9N5 Page: 854 2B, Grantor:: Fot os!AA&46al6d'Eleftbbria Lindiakos his wife Grantee: Tm hoas Nliddlemi8s andria,:pn ' MidMa ,e 'miss, his wife "Dated: 7/1119s,$ 1 - 41 ,Aeqo�de'4- 7-1217,988Luer: 10643 Page.- '248, '2C .Grantor: 'T4qm4s,0.,M-i4gemis§and Marianne Middlemiss,,"wife, 'Qtai#ee: K4nii6th Blair,and baire,Bllairj his wile Ddted--. ReqordeA' I1/10/1907 Lib,et- 118,61 Page: '384 LAST-RECORD OWNER 9TEWARfTITLE INSURANCE COMPANY By: Title•Officer 8W6rh t0 before me this T�7 day of July, 2020 ""Ly v"July, "y h Notary A *6 Christopher G.McKeever NOTARY PUBLIC.STATE OF NEWYORK Registration'No.011404794444 Qualified in Suffolk County Commission Expires August 31,202i Page 5 of 10 NEW YORK METRO 914-997-1698 fax� stew- art title, stewart.corn/nymelr6 ,C0AIN OF TITLE FOR PREMISES ADJA(ENT'EAST: District: 1000 Section:079.00, Block:,'08,0010 I . t 012-001 Lot 1,:Map of North Bayview As4qciA fc�s, We'd 3113/2001 as Map No. 10598' 3A Grantor: Francis K Aksciii George E.Ak§cin,Raymond J.Aksciii and Helg4Ak8cin Titus Grantee: Robert G-. Titus,and,Hele'n Akscin Titus, his wife Dated: 7129/1961 Recorded: WA Liber: 50,28 Page: 250, (Covers preiiiises andmore) 8B Oramtor., A6bektd.Titus and Helen Akscin Title;lt}s wife Grantee, 'Robert,G.Titus and,J4pne's M-8jeights, Jr., as joint tenants 'with rigship '711/19k Recorded: 8y9/1091 Liber: 11312 Page! 473 (Q,0*6rs prpinises-aii'd More) 1G, Grantor: Robert G.Titus and JameM,Spejghts,Jr:, asj6inttenants with .right,of,survivorship Grantee:, Northayvi -A B -1�w osqcIatoA 'Dated: 6/2-742000 Recorded: 711312000' Liber, 12066, PAO,. 463, l(cov,ers,premises',ana,m6te) 'C0NTINUED-'NEXY'PAGE STEWOT TITLE INSURANCE COMPANY By: Raffileen Hennessy' I 3sy Title Officer S�v,orn to before,me this. I Y' day of July, 2020 RANotary PUbiev v I Christopber G.McKoover NOTARY PUBLIC,STATE OF NEW YORK Registration No.OIMC4794444 Qualified in Suffolk County Page 6 of 10 Commission Expires August 31,2021 NEW YORK MEfAO 406-85b486 914-997-1698 fax- Stewlaftumle stpwart com)nymetro QHAIYOF TITLE FOR PREMISES ADJACENT EAST (continued): Distkict:J000 Secti6m.079,00 Block: 08.00-Lot: 012.001 Lot 1,'Map of-North,Bayview Associates,filed,3h3/2001 As Map No. 10583 3D Grantor: North Bayview Associates Grantee- Christi-o'e b ona'and Henry R. Saraceni,husband and wife Da fed: 10/26/2004 .Recorded: 11/8/2001 'Liber',' 1251 Page: 9,011 3E Grantor:, ChrisUne'DiBona,and'Henry R.Saracen Grlantlqe-, Henry'Sara6eni and'Christine,DiBonaTrustees of The,Henry Saraceni Revociible Trust dated,3/29/2003'and Henry Sarapeni and Christine DiBona,Trustees of `The Oh4ptiri6 OiBona,Revocable Trust dated 3/2912003 Dated: 7/11/2013, Recorded: 9A0/2013 12743, P6ge: 565 LAST FMQ0RD OWNER SltWAR-T TITLE INSURANCECOMPAMY By., Kathleen Hennessy Title ofracdr Sworn to before me this day of July, 2020 Notary P6hV dwmeoicr G,McKeever NOTARY PUBLIC;STATE OF NEW YORK, Rcgistraiiop'No.01iAC4794444 Qualified fn Suffolk County Commission Expires August'31,20i -Pagt,7 of 10 NEW YORK METRO 800-663-4803 stewart titio 9F4:997-1698fax stqwarf.com/hymetro CHAIN OFTITLE FOR PREMISES ADJACENT SOVTO., D,i$tkjjbt:,1000-,Sedfio,n:079.00 Block,98.,00 Lot:003.000 Lot 17,Map.9ff Selawodd Ai3kd§, Section One.,filed;6/26/1666 as h(aj:),,No.,25,75 AA Grantor: Seawood Acrosdne. Grantee: Robert Zieran and. Charlotte H.Zx:an io -his w"ifQ Dated: 10/,24/1'963, , Record6d., 10/25/1'-'963" 5440 page. ;3616 4B Grantor: Robert-Zierdh Anti Charlotte H,Zieran,his-,wife criaAtqo.., Florence E.Bennett- Dated: 10122/1970 Recorded:, 10/2911970 /,291197Q eri. 6831 Page: 484 4C Grantor: Florence R• ,`Minett QK4#ti�'e: IMnj S. Bennett and FlorencePI.B6 his wifeDated: 10/2,4/1080 Recorded: 10/30/1980 8906 Pap, '187 _CONTINUED,NFXU-P-AGE -STEWART TITLE INSURANCE C,61qpANy 'By: A,aibl_666n Hennessy Title Officer Swo'-r'' to before.me,this 'a4y of July, 2020 Lr Notary Public Christopher G.McKeever NOTARY PUBLIC.STATE OF NEW YORK Registration No.QIMC4794444 Qualified in Suffolk County Commission Expires August 31,2021 Page 8 of 10 NEW YORK METRO 800-853-!1803 stews('"t p tou/ 9114-997-1698 fax mss• 44�� �r stewart.cominymetro CHMN OF TITLE FOR PREMISES,ADJACENT SOUTH,(continued): District: 1000 `Section: 079:00 Block:'-,,0$00 Lot:003;00,0 Lot 17,Map of Seawbod Acres;Section One,,fi`led 6/2801956 as M40'N,o..2575 41) Grantot: Iiving S.Bennett and Florence E.Benne#,�.10 wife Grantee: Irene R Johnson Dated: 7!2501985 Recorded; 3/,9!1985 Liber: 9848 Page:' 327, i 4E Grantor: Irene B..JQ},ixi;sozi Grantee: Paula Clark Dated: 5/24/2660 Recotdi�& 8/24/20,ao Liber: 12051 Page: 142 4F, brantor:• Paula Clary Gi^ailtee, John Stark alk/a J6hn,C.,,Stark, II; .Dated: 915/2002 ,Recorded, 10130/2002 Liber: 1221.7 Page; 802; CONTINUED NEXT-PAGE S'I W.-ATl.'•T TITLE INSURANCE COMPANY athleen Henna pssy Title(Officer Sworn to,before nae this ay of July;2020 I Notary Pu c ff ophor G.McKeeer LIC,STATE OF NEW YQRKtiou'No.01MC4794444 cdinSu661k Couuty Expires August 31,2021 Page`9 of10 , NEW YORK METRO 80084 9 - 803 stowart titt stewa,rrtcom/nymetro CHAIN OF TITLE FOR PREMISES ADJACENT SOUTH (continued): District: 1000' Section:679:40 Block: 08.00 Lotc'003:000- Lot17,Map.o£-Seaw.00dAcres#Section,Oneiliiled 6126/iW as Map"No..2575 4G Grantor: John,Staik,a&Ui John C. Stark, lX Cra i'ee_- Jason B rkley'and Robert T.`Mohr;as joint tenants`With rijhts'of survivorship Dated: a it 7.2016 Recorded: 2/25/2016 laibor: X2853. Page; 95 ' LAST"4E,Pf)RD OWNER, Kathleen.Henng5sy, being.dnly`sworn,'deposes azicl,s`ays; That s/he is an,Offir;er of Stewart Title Tnizrance Company: °That these oare";true Chnixis:ot Title'for,the, Subject premises as shown on the records of tli 'Clor,_ofthe-"Cotuity;of Suffolk under,the a�ove'captioned, title'>xumhel^: STEWART TITLE-INSURANCE;COMPANY f Byi.. 6A ALJ!6C,2`` athleen,Henne'ssy Title Officer Sworn to before,me this` _Lsday of July, 2024, Notary`Pub e Christopnc�{,."�cTfeever _NOTARY PCJALIC>STATE Ol hEtiv,YORK Registration Tla.N q4,9"' Qualified.in Su@aUc County` .Commission Expires August 31;2D2Z Page 10 df10 r s �i1$ J`tY.h"!!it.'t�,, >..,..:..=..D. f R�R,c'E-.i'..G. .......,...,-.—..-•:—�.-, .._ �..�-....,x._�_, 3 s,,,,aw N. —mo.;.ia—m,e.a, S,4 u... [onnavi 4fafvM firtmm i A<U—ladridu,l m cv{ dm CONSULT YOUR LAWYER Isfou SIONIN%THIS INSYWNiIrr•THIS INSTRUMENT SHOULD p!US11,NY UWYFlS ONLY y .'�` 1 TFI1S'1NDfiN7URE,,made the "✓Y day of k t.hundred'end 'sixty—three z4 ,i3ETwrzN BEAWdOD,ACRFB, INC.v It corporation�dul:r created;,organized } and,existing imdeii, and by virture of the lava_ of the State o`f New s York, and"having.ite,principal place of business at'"100'South.'Hain r Street, -iii the Village of.Freeport and County of Nassau; • f. rtrtyy�ofthefrstput-and THEODORE'WAUGH and,MARY AGNF3"HAUGH, his wife, oth reai'd ni g at 211 Elinor Plaoe; in:tiie Ylllage'of Tro9pgrt, NassatT Oounty, Naw York i. e i paYly,of die seeondpait, ;• - 5VlT1VfiS3fiTH,that thepariy of theSrst patitl'm masidetation of{ea detlara and other Palarble tomidemdon F. 3 paid by the party of the second park does`her giant and release sato the pat of the second>j a,a the heirs of sgccessors'And'assignsot,the,pnrty of the skorld pat<lottwr,, A[:I:;that&xbiat plot,piece ur parcd of land, - aitilale; lying and,tielog at-Bayview, near Southold,,in l a Town,of-Southold', f County of Suffolk and State cf Nets Yprk,,llilown and-deaignated.as% lot number eighteen (18) on a certain,l$ap-entitled "Seawood Acres Section One, situate at Bayview; Toun of,Southold,Suffdlk Couisty, Nev'Ydrk"," surveyed January 19's 1956', bg Otto W, Vin Tuyl,ae Son,' s' L3,censed"Land Suiveyor'j§;6reenpoNt,;iV.-Y„,Aed,filed--in the Oi'S1ea of the Clark of SuYfolk'County on"the-26th day of. June; 19561as, � Map,No. 2575, � 'SUBJECT to,the,,provisions 'of the;dacltiratioYi recorded by i the,party of tkte'first part”on Odtober,20, 1959, the Suffolk:boutif y t A Clerkl's Office'ixi LYber 43114G,Pag§.� ." e This eonveye'nce is,mdde iTf the regular,00ussa of business t actually"conducted by the party of"'tho;first part., x 1 E S.C.T.M. NO. DISTRICT: 1000 SECTION: 79 BLOCK: 8 LOT(S):2 #R10-17-0189 I Coll-IM DEPAXIMW OF BEALTH SERVICES IFECEN mm iFA Y SIDY Y 2020 ��� 33 S s ��. MA — �e�� M D GO-F1 p'S .SER MG-f' pr mri ,I Ci �BEDR10OMS OF® ��� � °l p,YEARS FROM DA17B GE I llevs�PlmAp 1(7 �,�LQ 3 z® NORTH BAyyIEW ROAD M PROPOSED r rn 6 BEDROOM SANITARY DWELLING 1500 GAL. S.T. W/PUBLIC WATER p I (2) 1O'DIAx7'DEEP L.P. 150' E 150.00 04 20 - I EL 13.6 S64" � „ , v MIN M N EL 13.6 W IN 8' 1.Q' MIN MIN N M F-� zo 0 LO N o A SCL EL 13.8 OUTEAN OUTDOOR p qh PROPOSED DRIVEWAY1B,3 SHOWER .y N EL 14.3 !o;: :•w EL(14.3) g I \ 12.0'.::': \N 42.0. N:•::.'.:: vi p ••PftOPOSED;::'::1 5.. 59.7'5.3 U 8 a f ::.,.2 511 FRM ::::';N1 0 3 z 3 z 3 / ` v::;:;:DWEWNG, DECK 3=1W Ml I �:':::4 BEDROOMS:::: M. a. 1C 94 117/ Q ::;::::::•:•:;:;::.;•::;::;`�.IR60MI 2ND FL $ 3 O d DECK OVER to X -- -p- �[='; NDERGROUND UTILI7TES�_ i':33.0'::::i;: oEL-14.3) -••-.-..• EL(14.3) - - Zm EGRESS to U_r, 'MIN—{ WINDOW WELL tqC) m` 1 PROP. o tU- ate, I DRY \�� WELL 3 to / PROPOSED WATER SERVICE EL 14.0 13.8 — EL 14.3 0.4'N 6' STOCKADE FENCE 2 2 N SSI CL 13.9 PIPE N64004'20„W 150.00, PIPE ELEY. 13,8 OL DR BROWN 1.0' iSANDY LOAM GARAGE BROWN wEu 10 SM LOAMY SAND 2.0' TYPICAL CLEAN OUT WM17Nc BROWN w.MSLATE OR STOPPER END MEDIUM DWELLING �NG SUITABLE COVE OR PLUG SP TO I FINE SAND 9.6' 30' ELBOW 60' WYE EL 1.2 WATER — — — — — FLOW SIN MEDIN IUM 4.4' ZONED R=40DWELLING SAND _ 17' W/PUBLIC WATER JULY 20, 2017 NON-CONFORMING LOT FRONT: � ' Mi V K. WOYCHUK LS SIDE: 10 IN 25 TOTAL) REAR: 35 MI CHANGE HOUSE 05-12-20 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL FIELD INSPECT AND UPDATE 04-18-18 LOCA77ONS SHOWN ARE FROM FIELD OBSERVATIONS REVISED 10-16-17 AND OR DATA OBTAINED FROM OTHERS. AREA: 15,000 S.F. OR 0.34 ACRES REVISED 09-14-17 ELEVATION DATUM: NAVD88 ---w- UNAU774ORIZED ALTERA77ON OR ADDIT70N TO THIS SURVEY IS A WOLA77ON OF SECT70N 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS77TU770N, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADDITIONAL STRUCTURES OR AND 07HER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 71ME OF SURVEY SURVEY OF: LOT 18 CERTIFIED TO: TSC HOLDINGS, LLC; MAP OF: SEAWOOD ACRES STEWART TITLE INSURANCE COMPANY; FILED: JUNE 26, 1956 No.2575 - J SITUATED AT:SOUTHOLD TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design 1!'i'rP.O. Box 153 Aquebogue, New York 11931 FILE # 17-104 SCALE: 1 "=30' DATE: JULY 20, 2017 PHONE (831)298-1588 FAX (631) 298-1588 N.Y S LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk S.C.T.M. NO. DISTRICT: 1000 SECTION: 79 BLOCK: 8 LOT(S):2 #R 10-17-0189 -C4/L Ok ljo-RT'a BXMFIW ROAD y 2 d PROPOSED 6 BEDROOM SANITARY DWELLING 1500 GAL S.T. W/PUBUC WATER (2) 10 DIAx7 DEEP LP. 150' EL 13.6 S64004'20"E 150.00, cJi MIN MIN EL 13.6 MIN 8. MIN IN 29.6' Uo) EL 13.8 EGRESS PROPOSED DRIVEWAY ENDOW \�42.01 9.0 13.1, -12.0 0 0 O cn FOUNDATION'.--- DECK z LOCATIOW'. z 41.60' v:,;•.;:09-18-20.';:;-':w" : 3C)b 30-0 :.Fif EL ED, J z Oak& C457.5' UTIUTIES UN-04 GRS-U—ND- 0': LL 'MIN 0 (n PROP. 9.4 DRY WELL /PROPOSED WATER.S CE 13, EL 14.0 1.2:W -13—8 EL 14.31 0.4'N 6' STOCKADE FENCE 2.2 N (0— . CL 13.9 PIPE N64°04'20"W 150.00, PIPE ELEV13.8 OL DR BROWN 1.0' ANDY o- ANDY LOAM GARAGE BROWN ' WELL SM LOAMY SAND 2.0 TYPICAL CLEAN OUT , EXISTING BROWN W.M. SLATE OR STOPPER END MEDIUM C DWELUNG SUITABLE COVER OR PLUG SP TO W/WELL 1001W FINE SAND 0 9.6, FJIL 30'60ELBOW 0 60 W ' WYE EL 1.2 WATER Lrl IN r FLOW SW MEDIUM 4.4' C�3 DWEWNG SAND ZONIW 40 C=) r----i W/PUBUC WATER 17' NON— ORMING LOT LM JULY 20, 2017 FR013 OqV51 MI K. WOYCHUK LS SIDE: IN 5 TOTAL REAR: -35 M02 THE WATER SUPPLY, WELLS, DR YWELLS AND CESSPOOL LOCA77ONS SHOWN ARE FROM FIELD OBSERVA77ONS FND. LOC. 09-18-20 AND OR DATA OBTAINED FROM OTHERS. AREA: 15,000 S.F. OR 0.34 ACRES CHANGE HOUSE 05-12-20 ELEVATION DATUM.- NAVD88 - -------- UNAL17HORIZED ALTERA77ON OR ADD177ON TO THIS SURVEY IS A VIOLA TION OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA 77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY GUARAN7EES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS777-U77ON LISTED HEREON, AND TO THE ASSIGNEES OF 774E LENDING INS77TUTION, GUARANTEES ARE NOT TRANSFERABLE. 7HE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO 774E S7RUC7VRES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT 7HE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADD177ONAL STRUCTURES OR AND 07HER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EWDENT ON THE PREMISES AT 7HE 77ME OF SURVEY SURVEY OF: LOT 18 CERTIFIED TO: TSC HOLDINGS, LLC; MAP OF: SEAWOOD ACRES STEWART TITLE INSURANCE COMPANY; FILED: JUNE 26, 1956 No.2575 SITUATED AT:SOUTHOLD TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC 41 Professional Land Surveying and Desi SUFFOLK COUNTY, NEW YORKgn P.O. Box 153 Aquebogue, New York 11931 FILE # 17-104 SCALE: 1 "=30' DATE: JULY 20, 2017 PHONE (631)298-1588 FAX (631) 298-1588 N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woyehuk S.C.T.M. NO, DISTRICT: 1000 SECTION: 79 BLOCK: 8 LOT(S):2 #R10-17-0189 SUFFOLK COUNTY DEPARTMEMT OF HEALTH SERVICES A.PPRO IAs - : 3:. F'rRUCTED V40RKS FOR CD MAR 2 9 211' G W 0 Date _.) 2 r; The seWage.CIISposel w's t?•j?7 r k3." itieS Cf 1h]S IOCation 4ave been ! a inspected and/or cerulea by 'japartment or ether agencies and fbad 3o LU be satisfactory FOR A h11 MIMUt f,_10 BEDROOMS > ® M t!1 y� ROAD Craig Knepper, P E.5 Chief NORTH BAyVIE LL. " LL _ _- ® __ s M N st 6 BEDROOM SANITARY DWEWNG F r e 1500 GAL. S.T. W/PUBLIC WATER p I r 150• � f • (2) 10'DIAx7'DEEP L.P. EL 13,6 S64004'20"E' 150.00' _j wap. . EL 13.6 W.M �y L.P. i w L.R S.T. I��y 4 .0' 0'2 .0• 0' (��1 DRY C L00 n - F+1 � \ 3 .0' C \r/WELL C o e A ELO E RESS .:18.•4 WIND WELL w :'::..::;�rn; 42. . O :•P.ilm N O (�1)DRY 2 SN FRAME:::.-: ++ O WELL 5.3:::•;DWEWNG #1680•:::!;9 DECKS 24.6' Z3 Z I M ~ FFL EL 41.60' RCA ::'::�:;;; :;1.9' O m ' o M o C) DRIVEWAY 0.9''::::::;: ::: : :.; SCREENED :::: a a I i.::: :; ,N • RCH�, �:��:: O 3 3 d UND GROUND_ LITIES__ •::•33.0'.:,:;:':.:::: :; IN692 (JND•.: lt7 Q O0 12.7 _ ::POOL aft Z - - - - m�' 108.0OL --= m-- - � - - - - ------- � -- --o -- -- - - - — — a. ~ U FV jn 29.4' ci EOP. I z ( 1 DRY 13. iy EL 14.0® • Z EL 13.8 _ WEL EL 14.3 0.4'N 6' STOCKADE FENCE 2.2'N is l CL 13.9 PIPE N64-04'20"W1.50.00' PIPE ELEV. 13.8 OL DNDYLOAM 1.0' GARAGE � — i WELL SM LBROWN 2.0 OAMYSAND TYPICAL CLEAN OUT — TING BROWN I W.M. SLATE OR STOPPER END MEDIUM DWELU14G SUITABLE COVE OR PLUG SP TO I FINE SAND 9.6' 30' ELBOW 60' WYE EL 1.2 WATER – — — — – FLOW-- SW IN MEDIUM 4.4' ZONED R-40DWEWNG SAND _ 17' NON—CONFORMING LOT W/PUBLIC WATER JULY 20, 2017 K. WOYCHUK LS FRONT: 45' MI , SIDE: 10 MIN 25 TOTAL) REAR: 35 MO THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL FINAL SURVEY 03-12-21 LOCA77ONS SHOWN ARE FROM FIELD OBSERVA77ONS FND. LOC. 09-18-20 AND OR DATA OBTAINED FROM OTHERSS, AREA: 15,000 S.F. OR 0.34 ACRES CHANGE HOUSE 05-12-20 ELEVA77ON DATUM: NAVD88---------�_ UNAUTHORIZED ALTERATION OR ADD177ON TO THIS SURVEY IS A VIOLA77ON OF SECT70N 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777ZE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADD177ONAL STRUCTURES OR AND OTHER IMPROVEMENTS, EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF: LOT 18 CERTIFIED TO: TSC HOLDINGS, LLC; MAP OF: SEAWOOD ACRES STEWART TITLE INSURANCE COMPANY; FILED: JUNE 26, 1956 No.2575 SITUATED AT:SOUTHOLD TOWN OR SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design + P.O. Bos 153 Aquebogue, New York 11931 FILE # 17-104 SCALE: 1"=30' DATE: JULY 20, 2017 PHONE (631)298-1588 FAX (631) 298-1588 N.YS LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk rz Generated by REScheck Web Software Compliance Certificate Project TSC Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Orientation: Unspecified Conditioned Floor Area: 2,342 ft2 Glazing Area 11% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1680 SEAWOOD DRIVE Anthony Portillo Anthony Portillo Southold, New York 11971 AMP Architecture AMP Architecture 1075 Franklinville Road 1075 Franklinville Road Laurel,New York 11948 Laurel, New York 11948 (516)214-0160 aportillo@amparchitect.com aportillo@amparchitect.com . . Compliance: 9.49/6 Better Than Code Maximum UA: 318 Your UA: 288 Maximum SHGC. 0.40 Your SHGC: 0.31 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Assembly or Cavity Cont. U-Factor UA Perim ter R-Value R-Value Ceiling: Flat Ceiling or Scissor Truss 1,605 49.0 0.0 0.026 42 Wall 1:Wood Frame;16"o.c. 549 20.0 0.0 0.059 25 Orientation: Unspecified Door:Solid Door(under 50%glazing)_ 20 0.180 4 Orientation: Unspecified Window:Vinyl Frame 102 0.300 31 SHGC: 0.31 Orientation: Unspecified Wall 2:Wood Frame, 16"o.c. 554 20.0 0.0 0.059 30 Orientation: Unspecified Window 1:Vinyl Frame 44 0.300 13 SHGC:0.31 Orientation: Unspecified Wall 3:Wood Frame, 16"o.c. 605 20.0 0.0 0.059 31 Orientation: Unspecified Door 1:Glass Door(over 50%glazing) 18 0.310 6 SHGC: 0.32 Orientation: Unspecified Window 2:Vinyl Frame 68 0.300 20 SHGC:0.31 Orientation: Unspecified Project Title:TSC Report date: 06/23/20, Data filename: Page 1 of10 t , J Gross e Assembly or 0 Wall 4:Wood Frame, 16"o.c. 603 20.0 0.0 0.059 33 Orientation: Unspecified Door 2:Solid Door(under 50%glazing) 20 0.180 4 Orientation: Unspecified Window 3:Vinyl Frame 19 0.300 6 SHGC: 0.31 Orientation: Unspecified Floor:All-Wood joist/Truss 1,294 30.0 0.0, 0.033 43 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatoryr ui ents listed in the REScheck Inspection Checklist. 7/0 a0a4 Name- itle Signat Date D ARC''�i C M. p0 Q ' 034C 0 ¢ OF t4 - Project Title:TSC Report date: 06/23/20 Data filename: - Page 2 of 10 2018 IECC Energy Efficiency Certificate Insulation . Above-Grade Wall 20.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling/Roof 49.00 Ductwork(unconditioned spaces): Glass &Door Rating U-Factor SHGG Window 0.30 0.31 Door 0.18 0.32 Heating&Cooling Equipment Heating System: Cooling System: Water Heater: Name: Date: Comments i NYSIF .New York State Insurance Fund 6CORPORATE dE§4.M' DP,,�kbO�kMELNnLLE.NEVVYORK�1'1747„3729 R d'ElktlkC4T-9 PF RKERWCOMP8NSATION INSURANCE',( kgo" ep) a. 8 MCCARTNY ENT4NQ-, 4652U RCQUTE48 SOUTHOLDNY1>197 ,, TO, ALI AND§06i§dkfl§t_ POLICYHOLDER CERTIFICATE ER TgH. PpgR ' OLD CART-HO-MA,hAG"EM,tilt A toWN 0�WtHbLb, AVE 4811971_ SOUTHB 1170 WUTH101 NY, 971 IIAI () PoLfdY`NU!q0gR,,. -cEikTi0idAtE-mQmW0R POLICY R,Opl� 413310- 2w To, ;03130%2021 fi/1912020 ,THIS',(S TO CERTIFY THATTHE POUCYHOLDEI�� NAMED Ap -,wrrk,,T �yokkj---- qVg IS�� uktb', Ht NEW STATE'INSURANCE f UND• UNDER '#b'd- Y"”'N06 -9143,348=9,' COVERING' THE ENnRE-618'L['G"A-T-10'N '-'C)F'-THIS' POLICYHOLDER FOR TO 'ALL, ORERAT',IONS IN' THE.STATE,OF.NEIN YORK,_ EXCEPT AS;INDICATED BELOW, `AND;_'UVRH;RESPECT ROO* 61 ­U10AW61.01 kd' ANY-NOTIFICAMON:OF-C4NPPLL47joNS, I VWSR- -WOTiF -SAID:PoL_ W,,VISIT,OUR WEBSITE:AT HT-.TPSifAiNW.7Wtlt.'dbMidiE"" bg,,v -,THe-N a N= �-)RTIP - - lo, -'suiJA MOM K�',.TkltJOOOMNCEFUNDI,',"16,NOT-LI"LE-iWTHE',,P%W-,OF,FAILURE' divit, CATIONS, _TkS,0POCY,0QPSNaTQ 6VEk­­bLAIM&OR Sum"-- A')WOSEI :o& iliVIiNJURY SUFFERED BYTHE'OFFICERS OF THE, INSURED,CORPQFAllq% _ ,HMAS,4,MCoR ' -CERTIFICATE"IS ISMiED'As'A MAtitki- OF 'INW'd i*' Atibkbk.y Akb.d6NF_E!,tS' RIGHT 90V PW ,T, E�, OR, 'A NO -8 'NOW INSURANCE, COVERAGE u H mmkk CERTIFICATE Wt6, 'NPT AMEND,. _VrItR' THE tiOVERAG4.AFFORDED BY iTHE POLICY' __ BY C_AUSIfVG'•TtiIS CERTIFICATE,TO,BE 1S$UED_:TQ THE -H9LAER;,THE,P�P41P HQLDER'UNDERTAKES TO PROVIDE THE C&hOICATE7kOLbEi_eCALENDAR _,DAYS' NOTICE PF'i4W CANCELLATION;OFTHE'poLid - NEW YbMK-STA INSURANCE FUND DIRECTOR INSURANCE FUND UNDERWRITING VALIDATION NUMBER.537304289. U-k.3 mo o® CERTIFICATE OF LIABILITY INSURANCE J °ATE "YYY' 6!/244/20/2020 ,— - THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND;CONFERS NO RIGHTS-UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER AND THE CERTIFICATE HOLDER. IMPORTANT:-If the certificate b6lderls,an ADDITIONAL INSURED,the policy(les)must have ADDITIONAL.INSURED provisions of be endorse-d.7 If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy;certain policies may require an endorsement. A statement on this certificate does not confer eights'to the certificate holder in lieu of such,endorsement(s) PRODUCER - - - - - -- --- - - -- T - NAME SA Genatt PHONE= ' :54GG�28-5770 --- ac'No:516582=9214 3333 New Hyde Park Road } 'ADDRESS, E-MAIL=_-' - Suite 409 ADDRESS'__=_New Hyde Park NY 11042 -_-"INSURERS AFFORDING COVERAGE _ -_ _ NAIC# INSURERA:-Southwest Marine&General-Insurance'Com an _ 122_94 INSURED — -- l - - - -MCCAMAWQ (INSURER-H - McCarthy Management Inc. 46520 Route 48 - I Southold NY 11971 - ! INSURERE --- _- ----- - -_ -i - - - --- -- - COVERAGES- - - CERTIFICATE NUMBER:834985550_:_-_ -- - _ REVISION THIS IS TO CERTIFY THAT THE POLICIES-OF-INSURANCE LISTED BELOW HAVE-BEEN ISSUED-TO'THE,INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED•.-, NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN 1S SUBJECT TO ALL THE TERMS, ',_EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED By PAID CLAIMS. (NSR - - - OL SUER — =-——- POLICY EFF. 'POLICY El(P LIMITS LTIt,-_ TYPE OF INSURANCE - POL'IGYNUMBER— MMIDDIYYYY MMMOM•W =_ - - - - - - _ A X_,„COMMERCIALGENERALLIABILITY -,GL2018RLH00499 9/18/2019 9/18/2020 IEACHOCCURRENCE_-_ -$1,000;000: D NAGE OO O„_-. CLAIMS-MADE OCCUR OCCUR IPREMISES Eacccurrence $100,000 IVIED_EXR(Amrons'person) PERSONAL&ADV INJURY GEN'L AGGREGATE LIMIT APPLIES PER-- '-- _-- GENERAL AGGREGATE__ _ -$2,00%000' _ PRO - - _-, POLICY 1BT--- LOC PRODUCTS=COMPIOP_AGG, $2,000,000 COMBINED SINGLE LIMIT $ -- - - li 'AUTOMOBILE LIABILITY --_- -_---_-- - _Earaeddent 'BODILY INJURY(Per person), S --- --- --- OWNED "- - 'SCHEDULEDi tBODILYINJURY(Peraccident) AUTOS ONLY-_--_ ;AU =_----=__ a =- _ -__ - - HIRED --,NON OWNED _ __ PROPERTY DAMAGE_ AUTOS ONLY AUTOS ONLY - - -- UMBRELLA LIAR i OCCUR i EACH OCCURRENCE _ S -'I EXCESS LIAR ', 'e1AMS-MADE AGGREGATE- _ -S DED ' [RETE TION -___ - —4 ---- - '_- - - — - - -WORKERS COMPENSATION - - _ - - - -- PER A E_ AND EMPLOYERS'LIABILITY - -' ANYPROPftI£fORJPARTNERIEXECUTIVE YIN EL EACH ACCIDENT S _ OFFICERIM£MBEi;_EXCL_URED,4 �I NIA t } EL-DISEASE-EAEMpLOYEE',S_ (ManBatbrydalVH)_" ' _ -- _ I(998s;descttbe,urlCer ,- - ._.- - -EL DISEASE=POLICY.LIMIT 5 -- DESCRIPTIONOF'OPERATION'S'below” - -_ -_— - - ---- - _- - -- — - - -- - DESCRIPTION OF OPERATIONS 1 LOCATIONS t VEHICLES iACORD 101,-Additional Remarks Schedule,maybe attached If more space Is required) I I, CERTIFICATE HOLDER = -- -- --_ - - —— _ CANCELLATION, _ - - SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN —_-- _ — --- ACCORDANCE WITH THE POLICY PROVISIONS. Town of Southold P.O.BOX 1179 AUTHORIZED REPRESENTATIVE Southold NY 11971 ,, ©1988-2015 ACORD CORPORATION. All rights reserved. 7 -_ _-ACORD 25(2018103) The ACORD name and logo are registered marks of ACORD ---------------- -- ---- - ............ - ------------------------------------.-----------------------------------------------------------------------------------_..._- PROJEGT / ZON I NC5 DATA LOT GO\/ERAG E LEADER NOTE: DRA I NAC E SYSTEM GALGULATI ONS -- ........ ..... - _ - LOT CONNECT ALL LEADERS COMING DRIVEWAY = -700 SCS. Ft. TAX MAP # (000-��-08-02 DESCRIPTION AREA OOVERAOE FROM CUTTERS TO NEAREST -100 SC'. Ft. X 0.I-l= IIS ZONINO DISTRICT R-40TOTAL LOT AREA 15,000.0 S.F. DRYWELL. I l cf/42.2= 2.82 VERTI GAL FT. OF 8' DIA POOL REQU I RED PROM DE (I) P' D I�. X 4' STORM DRAIN POOLS LOT AREA 15,000 S.F. PROPOSED HOUSE 1,2�f3.8 S.F. 8.6% FEMA FLOOD ZONE AE/X/NA PROPOSED DECKS 210.3 S.F. 1.4% DRA I NAC E 5`rSTEM GALCULAT I ON5 WETLANDS DISTRICT NO N/A PROPOSED SCREEN-ROOM 142.4 S.F. 0.q% ROOF/DEGK AREA (PROPOSEID)= 1854.0 Say. Ft. DEC DISTRICT NO N/A TOTAL AREA OF ALL STRUCTURES 1646.5 S.F. 11.0% 1646.5 SGL. Ft. X 0.17= 2-1(f.cf 27cf.,f/42.2= 6.6 VERTI GAL FT. OF 8' DIA POOL REOU I RED MAXIMUM COVERAGE ALLOWED = 20% PROM DE (2) 8' DIA. X 4' STORM DRAIN POOLS EXISTING PROPOSED r FIRST FLOOR AREA S.F. DR)'WELL/DRA I NAGE STRUCTURE NOTE: A MINIMUM 10' SEPARATION 15 REQU I RED BETWEEN MATER SER1/I GE �- SECOND FLOOR AREA - 1,04 .8 S.F. v LINE/L.ATERALS/MAINS/SEPT I G/LEACH I NG w GROSS FLOOR AREA - 2341.6 S.F. /SEWER AND THE EDGE OF ALL v STORMWATER DRA I NAGE LEACHING EL 15.6 STRUCTURES a BEDROOM COUNT - 4 �/ i, SITE LAYOUT NOTES: $' I. THIS IS AN ARCHITECTS SITE PLAN 4 15 SUBJECT TO VERIFICATION BY A LICENSED 5URVEYOR. THE INFORMATION \ REPRESENTED ON TH15 SITE PLAN IS TO THE ARCHITECT'S BEST OF KNOWLEDGE. O 2. SURVEY INFORMATION WA5 OBTAINED FROM A SURVEY DATED JULY 20, 2017 AND PREPARED BY: Q \ ` - - TEST KENNETH M. WOYCHUK LAND SURVEYING, PLLG U ,n0 HOLE L P.O. BOX 153 /ice #) EL. 13.8' �� SNS Aop,�� 8' MIN G'g� _ \ AQUEBOGUE, N.Y. I Ig31 '�J �/ W �S ��pcT� r S. 7- TELEPHONE: _ (631) 2ci8-1588 QaQ Ffi D"`+IYC�o,�, EL= Q 41 14.5 Ab _ o o TEST HOLE DATA / PROP05ED — �C\ FROM JULY 20, 2017 TEMPORARY 0� _- _ �G CONCRETE O p WASHOUT AREA ry lQ 6.3 4 I �-K, , - Z)o ly W-11 11 OL G'R BROWN 5ANDY LOAM ,, FiQ �` STOCKPILE STORAGE ,,, 2' 5M So MY U�/��T/ �Ng ' 600AREA S F. o - o / � EL= 13.6 U �ROO�ED �,- � Q EL 14.5 y / a A \ . HOUSE oED FOOMS 40 FFL (16 .x) i� SP MEDIUM TO O ROp / �C)A Q.6 FINE SAND !'64 764 , » 40 _ mm '�'SF _ � � 'til -_�- \ � � ED A/�C tcD,l EL= 13.8 EL= 0 2 \• Q� \ � o u = oo 0 �-� •� � � Day / � �. _` /� v- OPN 4.4 gyv VdATER IN MEDIUM / �S SAND Dio PROJECT: EL 14.5 / /r 0 TSC o RESIDENCE DNELL I NO Jul/ �UBL i C, WATER 1680 SEAWOOD DRIVE SOUTHHOLD, NY 11971 IN ST -DRAWING.-TITLE: - STORMWATER MANAGEMENT �® /C 0 CONTROL PLAN / 40 PAGE: EL 14.0 ew*W \ 0 _100 40 ►/ DATE: 06/23/20 10F 2 SITE PLAN 50ALE: 1" = 10'-0" t 50' MIN. BUT SUFFICIENT TO KEEP (� SEDIMENT ON SITE I. . , . HAYBALE5 AND OR SILT FENGINCS ,. , . - � £� . . . . . . . . . [� . . "" d .; ,�r, . . .: O . ._. ,- r : :: �/ � . i. I . „ �}, - r :: 9 y - .-:. fi ... .. :. .: .:;. .: .. wt .. ... Y" > N %. ... 4, K o:. f.. p A W . d ' r _i . c c '.. ...:' h� ti O . . is ;: O . , . '.' . 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F'O TER L EMBED F L ............................. .................:...:........:.::: MIN MIN. b" INTO &ROUND ,..W. Tf n" 4, -------- - F N E'� NOTE: MAXIMUM DRAINA&E AREA FVC AVO i/2 ACRE / 100 LINEAR FEET , PROJECT: 1'SC SILT FENCE DETAILS I RESIDENCE SCALE: 1/4" = I'-O" 1680 SEAWOOD DRIVE SOUTHHOLD, NY 11971 ,� . DRAWING TITLE: Ar4Sl F FI2�iT S'' . PREV1ousLY LAID B ' ` STORMWATER MANAGEMENT CONTROL DETAILS ,.0 . ;:,,':. ``'�R s .� :: FLOW , . �. ;a-':: PAGE: NTOUR I f. :...:: < 1 ........." - . >'�: ... : 5 PICKETS OR 2"x2" STAKES 1.5'TO 2' IN&ROUND. DRIVE STAKES FLUSH WITH TOP OF HAYBALE5. DATE: 06/23/20 2 OF 2 �NGHOfi�I NC D�:T�I L/STi�l�1 ��L� D I fG� D�T�I L SCALE: 1/4" = I'-O" OENERAL �Y1�I OL <E)'00' : Q � N o - T � _ W EX15TINO TO I3E DEMOLISHED O HARD WJ WIRED SMOKE DETECTOR `�• � 5M w/ BATTERY BACK-UP 2-0LAP Z �`� EXI5TIN6 TO REMAIN �? Z c-q O CARBON MONOXIDEITYPI NEW WOOD FIRAME (L.6. GO DETECTOR STL. WHEN APPLICABLE) Q HARD WIRED SMOKE AND CARBON _ _ _ NEW BRICK V3=NEER SM/GO MONOXIDE DETECTOR COMBO + 0 w/ BATTERY BACK-UP J I �•- • C� Cs r. •.' NE- POURED CONCRETE I I I Lo m m C3 177 _-_ -.-1 NF' /EXIST. LOAD BEARING ® 50 G.F.M. EXHAUST t _ KA, - FAN w/ DAMPER ( I I y" In WALL (EXIST. OR PRO.) TO HAVE 50 G.F.M. EXHAUST ----— -- -_ I -� -- I 0 � 3-I/2" F.6. SGUND BATTS FL FAN LIGHT GOMBP 3 W w/ DAMPERI I I Z J 00 ❑ MIN. (2) 2"x4" STRUCTURAL I I I > # 6 BENT REBAR TOP 3 BOT. 0 I POST FOR 4 WALLS Q� I I Z � (q (MIN. (2) 2"x6" STRUCTURAL 0- I I I J r! Tj POST FOR b WALLS), U.O.N. TO TIE IN EA. ION - F ® A. O I I I Y FOOTING SECTION - FASTEN H/WIRE TIES 40-10 I i I Q Z e-I I U- uj (D r Lo FOUNDATION PLAN NOTES 0 21'-10" 12-8.. O TYPICAL P. GONG. GRADE BEAM 4 WALL D D w D > � I Lu CONSTRUCTION: p • (2) 2"xb" P.T. SILL PLATES w/COPPER TERMITE SHIELD — — — — — — — -- tSILL SEAL (� — - - - - - - - - - - - - - - - - - - - - - CORNER CONNECTION • ANCHOR BOLTS AS PER PAGE A-200 - - - - - - - - - - - - - - 12 u • P. GONG. FOUND. WALL AS PER DETAIL UPON ` 12 12 I2 • P. CONG. GRADE BEAM A5 PER DETAIL UPON �-O I10-II 10-II 10-8 • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR q I I � . • B.O. GRADE BEAM 3'-0" BELOW GRADE MIN. cc J • 1/2" EXPANSION JOINT 0 'PERIMETER OF SLAB(WHEN - - r -_ q - - - _ APPLICABLE) - = = = = = = = I FOOT 1110 TE� I N DETAIL k • AIR ENTRAIN P. GONG. FOR PORCHES/PATIOS / (3) 2"x12" P.T. (3) 2"x12" P.T. (3) 2"x12" P.T. , STOOPS (WHEN APPLICABLE) I I I I L' — J ORDER L — J 61RDER L -� OIRDER L — A-�O I �I SCALE: 5/4" = 1'-0" • MA50N TO ACCOUNT FOR FINISH STONE ON THIN SET FOR HEIGHT OF WALL S 5L.AB (WHEN APPLICABLE) 1 I O INTERIOR BEAM LOGATION5: IS O2 INTERIOR BEAM LOCATIONS SHALL BE I I ( I (N x - x COORDINATED w/LOCATION OF EXIST. JOIST a.- PROVIDE INSECT w® O LAP - PRECISE PIER LOCATIONS SHALL BE L _- J 0 e 8 SCREENING BENEATH O DETERMINED IN FIELD (TYP. FOR ALL) I I PERIMETER OF EGURE HANDRAIL TO WALL ON AT SUNROOM LEAST ONE SIDE OF STAIR IN 3 tt1 ADER AS ACCORDANCE w/MANU. SPEC.s; HOLDOWN. 13 A-IOI 10 SPECIFIED ON PLANS A NOT INTO STAINRWAY;� O HoLDOM V' AS PER PACE I I q'-8" 12'-2" 12'-8" THAN ITCHED METAL JOIST HANGER 200 BY 'SIMPSON' OR EQUAL `- HANDRAIL GRIP SIZES ADJACENT m SECOND LEVEL _ - - - - -- - - - -- - - - -- -- -- - - - - -- - - - - - - - --- - - - -- -- - ---- BEAM POCKET(TYP) 4 10 .3 O - - - - - - - - - - - - - - - - _ - - -- .-- 77-77. -- -- -- T-. -- - r '.Z 3 W TYP. STL. COL.: --_.... -=--- ----� :.:.::;::<::::.-:�>:>::<::: :<._:::,:;..<:.::::.:.::>:;.;:<.:;_:::::..::.:.:::::.::. ._<.._:>_ � 35" Q STL. COLUMN BURIED INTO P. GONG. PAD - -- --�v-- ----_ y - ` I � MIN. SPACE BETWEEN WALL AND HANDRAIL W OI D 14Ul FOOTING;SEE NOTED DETAIL AS PER PLAN _ '�� s/a" PINE RISER NEW ' P cV r _ STANDARDS FOR 6RIPPABLE HAND RAIL [A �y /a" PINE TREAD ` W.H. I I I --- -- - - - NEW FREEZE PROOF H05E BIB: �= NTs b FASTENED w/MASONRY ANCHORS (PRECISE I - - O I TURN �� = _ _ W r cj" r Z O r-P.05 SECTION Z LOCATION T.B.D. IN FIELD - CONSULT w/OWNER) 0 �✓ MIN. Q7 GLEARANGI E CIRCULAR NON-CIRCULAR O s 2--4 f` " ROUNDED N051 NS O RESERVED ? V I Q V 1 v w _ w w I „ " °- O 01 � O m w O w i"� w/Ya" RADIUS 4 -(aVa Q N= - tV= - (V= - -y (NOT INCLUDED IN Iki" lya.._2" PERI- y'4' O O (,'-4° - � (Y Q Li � cV _ N MIN. MAX. v FOUND d POSTS FOR WD. DECK: µI x- x - x - TREAD DIMENSION) Z METER q 6"xb" P.T. WD. POST 3 10" 4) P. GONG. SONOTUBE (p> • i BASEMENT ® n I ✓ ;. Q UPON FOOTING AS PER NOTED DECK DETAIL (TYP) 3 >.. - y V Z — — — --— �, is I " 5TORAOE AREA "I „x12" F. 21 Q q FOUND POSTS FOR WL). DECK: -- , ' .. _ -� CONDITIONED t I6" O. '^ r_ _ _ uwTv 4"x4" P.T. WD. POST d 8" 0 P. CONC. SONOTUBE I :::,....>;:.;:....�...- w- m UNFINISHED - p � I (3) 2"x12" P.T. STRINGERS 0 Q UPON FOOTING AS PER NOTED DECK DETAIL (TY P) w/R-21 INSULATION, IF UNDERSIDE in II I I I I I� 15 FACING STORAGEMON-HABITAL SPACE (� TYPICAL LEDGER BOARD ® EXT. DECK: / v 10 I. (1) 2"x P.T. BD.TO MATCH DEPTH OF JOISTS r 14 Y.: I m 2. SECURED w/(2) 5/8" to x 5" LONG H.D. GAL.LAG _ L J 2"xb" = 12 12 " GYP. BD. Q BOLTS o It 2.G. `0 I I P.T. D.J Q 12 q'-II" q'-10" q'-II" t' ( j 'r;i r w 3. INSTALL H.0 6ALV. JOIST HANGERS BY 'SIMPSON (OR sr I I EQUAL) _ I :' 4. PROVIDE F. %5HING TUCKED UNDERNEATH SIDING a I 5 " p d BENT OVER TOP EDGE OF LEDGER BD. 3 I iV 0 4 DROPPED 61RDER , I , r , ( , DROPPED GIRDER 4 ` U 5. SEE NOTED DETAIL JA-101 TREATED 2"x12" SILL p FOR WOOD STAIRS ® 61ZADE: :t r , IA L J L J L L J Y' ' FOR CONTACT w/GONG. m (IF APPLIGAB N I I 4" THK. P. GONG. PAD 8" WIDE x REQ D LENGTH UPON L J - 6" GRAVEL UNDER 2"x12" P.T. STAIR STRINGERS o - --- ------__-_-- _-_. ------_-_-_-------------___--_-- o p r 1�1'-II" 2'-q"- 14 ry m ry 4 -- --------------------- ---- ----------- -- --- - - --.- -- O ' FIRST LEVEL a MAX. Ib" O.G.,U.O.N. (MIN. 3 STRINGERS) - m 24"x24"x12" DEEP P. CONC. PAD FOOTINGS AS IA-501 cr - W PER NOTED DETAIL (TYP) dJ _ : ,PROVIDE NEW / INSTALL NEW 500 CAL. PROPANE TANK BELOWLn f-6RE55 WINDOW 2 INTERIOR I OR hIOOD STS I R DT (L 13 GRADE;MAKE/MODEL TBD PROVIDE 4" POURED GONG. _ -- I WELL a `. - _ x O O SLAB W/6x6-IOxiO W.W.M. � v A �OI'OI SCALE I/2" I' O" PROVIDE R-13 BATT INSULATION BLANKET I - 14 o INTERIOR BASEMENT WALLS W/M015TERSECURED - - - - -_ BETVqEEN CENTER d UPPER w ' �PLAGE DUIN RETARDANT - PROVIDE b MIL POLY ON 4 GRA BELOW = 1 SLAB ry Lu"t 3 - - - NOTE _ _ : n r a x- Q ALL DECKING SHALL BE FASTENED �•� N N I ' I n . INEP4 DECK H/COATED DECKING SCREWS BY 5/4"x REO'D BOARDS AS f c+ ! HEIGHT P.T. RI5ER Iw o (r "DECK MATE" (OR EQUAL) NOTED ON P.T. DECK JOISTS AS N UP ry I PLANS NOTED ON PLANS 5/4 xb P.T. to 12 -- ..+. 4" THK. x 8" WIDE x DECK BOARDS Q - WIDTH - U J _ E 5 4 _ -. ` PROJECT: _ 4 , I (reF GOGP '` .tr, OF STAIR P v I P 14 I ' V NOSINS 7 (3) 2"x12" :; '-�--- _ _ _ ,C--�. . :... .: L + MOPPED GIRDER E �� - 2"xb" P.T. BLOCK IN BETWEEN EA. II• 2"x BLOCKING® EA. ���� 2 202' TSC -----SII' C _ _ b'-5" ' STRINGER. FASTENED TO P. GONG. I`-llo•rnN ;RINGER TO MATCH SIZE x;. V PAD w/ Iq/64" x 3-I/2" CONCRETE I OF P.T. DECK JOISTS RESIDENCE = -m DO .m l0 3 SCREWS BY "GALIBURN" (OR EQUAL) T r x •� ,, r7 -S 1 ( ` 12 n = 12 12 - - MIN. (3) SCREWS PER BLOCK ;� :> A-501 14 I — O FASTEN STRINGER ® (MIN 6 " q I GRADE 1680 SEAWOOD DRIVE GRACIE HERS (2) 2x10' P.T. - - - - - -- - - - - — - - - - - L -J GIRDER L - - - - -L - Mlw / / 2"x12" P.T. sTRINGERs SOUTHOLD, NY 11971 b._,„ f:. L,O,ra• m Ib" O.G. (MIN. 3 EA T Y DRAWING TITLE: o p > 3 11 D w "'Q N FOUNDATION PLAN p F_XTER I OR HOOD STAIR DETA I L 50ALE: 5/4" = 1'-O" DETAILS 14'-2" PAGE: FOUNDATION PLAN A-1010 %j 50ALE: 1/4" = P-0" ` DATE: 06/17/21 5 OF 10 /rte i................................................................. 0ENERAL 5Yliiilit,itt1`E3OL iCEY : . < 0 � r _ I EXISTING TO BE DEMOLISHED . HARD WIRED SMOKE DETECTOR W 5M W BATTERY BACK-UP W EXISTING TO REMAIN Ill- .0 CARBON MONOXIDE . � Z �f' NEW WOOD FRAME (L 0. GDETECTOR STL. WHEN APPLICABLE) NEW BRIG, VENEER HARD WIRED SMOKE AND CARBON � -' ~ 1 `-'i 5M/00 MONOXIDE DETECTOR COMBO ® � C) 'H •` NEW FOUR � CONCRETE w/ BATTERY BACK-UP L__,_-__I NEW/EX15T. LOAD BEARING 50 G.F.M. EXHAUST .. ..54'-b" It It 03 0 r____YY_1 WALL3 FAN w/ DAMPER / ' D ; - ----- ---- - - - --- ------- D WALL (EXIST. OR PRO) TO HAVE - -- - - -- --- :... . --- - CL - 50 G.F.M. EXHAUST rsu� (1l � � (�w3-1/2" F.6. SOUND BATTS 0 W- i-L FAN 4 LIGHT GOMBP - - --- -- - -- - -- - - - - - - ----- . - > --- - - - - -- ------ - ------- N z "NW/ DAMPER 211 C,'-4"- 61 11, 2n 34'-6" L1J ❑ MIN. (2) 2"x4" STRUCTURAL - - - - - - -- -------- - -- ' D -j POST FOR 4" WALLS O� - -- --------- I'Muo. IL-63 Y � -1 00 - - -- - - - - ---- -- - - - - _ - - (MIN. (2) 2"xb" STRUCTURAL --- - -- -- ---- C� - - -- - - -- - ---------- --- ---- -- - - y rel <cc] P05T FOR b" WALLS), U.O.N. .' 21'-6" 12'-4" 1 .. a _Z W A-l0l rq 2 4"x4" POSTS; NATURAL L16HT b VENTILATION NATURAL LIGHT E 13'-O" J �-I FIREFIN15HED WHITE = •' VENTILATION (4) RI ® t 5.'15" `t, FLOOR AREA 154.0 S.F. FLOOR AREA 233.0 S.F. PROVIDE EPDM �: (3) Tr a t I2" DOWN 16 % S.F. ROOFING BELOW Q Z eel DEGiG REQ. PROV. S.F. S.F. = cy FLOOR PLAN 1,�tOTES D 218.6 SQ.FT. %Q 2"x4" STUD FRAMED1. a% TFIN LOMOINR. 123 26.0 LIGHTING;MIN. 18 b PROV D SHEATH NG ECKIN6 ON �' u- : W cc � tun CAPERAWALL W/WOOD IL O Q O O S.F. S.F. _ r- = LO s AREA 8% OF FLOOR 35.1 DOOR NOTE: _, O N " P.T. SCREEN x �� O' VENTILATION; 62 AREA o J it MIN. 4% OF 14.4 VENTILATION; � DECK o rq O I. INSTALL NEW INTERIOR DOORS WHEN GALLED DECKING ROOM ° @ OUT ON PLANS BY 'JELD-WEN" (OR EQUAL). _ FLOOR AREA S.F. MIN. 4% OF 5.F 30.3 I " P.T. 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED 131 SQ.FT. FLOOR AREA Q DECKING LLj OUT ON PLANS BY 'THERMATFW' (OR EQUAL). 4 5 sa " P.T. .- 32'-6" 11-01. � I 5 - 3.DOOR TYPE TO SELECT �n I ,I 1 n 1 n 4.INSTALL AS PER MANU SPEG.:s b I 5-8 6-0 DECKING 4 --------- --- -- -- --- -- F 4611 „ ::::: :.::: ::::::.::: ::::::........:.:::::::::::::::::::....::::::::::::::::::: ..:::::: ::::..,... ...:: .::: ..:. .... ..:::::..:::....::::::::.::::::::::::::::..,. .,. .................. .:::.....::: .... V 6 M; LLJ FRONT ENTRY DOOR EGRESS NOTE. ?Q _ill _ -_--_ ___._ _ __ " .... 1 11 .. -: 11 IN6 E E �U b-2 I I-I 4-4 c " CLEAR OPEN "' I. V.I.F. FRONT DOOR HAS MIN. 32 : .: .. :» ..... ........ ....... ::: :. ..... .... ._...__ 5 Crl . 1 _ ........................... WHENDOOR IS OPET! 40 ......--- «.....:.....::.. ................:. .......:.....:..,...,..,... ». % =L -0- 2.IF NOT,THEN REPLACE EXIST. DR. w/NEW 36 x80 ?Q -- -- - -- ---- --- ------ - --J -- (2) 11.8?5 LVL +6 ¢+10 .................................................................................. ....... ..................... ..... ........................ .......................................... DR. (32" CLEAR WIDTH) I 5 Q Z FLUSH HDR ..................................... 3.PROVIDE (2) 2x8 HDR.,U.O.N. i-& _ .... ......... 5 :......:. 11_611 T 2., T 6n -R PAGE A-200 ,... . - .,D.W. I � /' J , �., 4.JACK AND KING STUDS AS PE I 12 - - - }; fQ D D � e- " - 96I. �fSTAIR d RAILING NOTE: 4'-8" II'-6" 12'-3" N1.ri .1 ' �M,r ' 2 I. ALL NEW STAIRS SHALL HAVE MAX. 8-1/4" RI43 4'-0" = INTERIOR A - N 0 I 51. ,� O d MIN. 4" Tr - RISERS SHALL. BE CLOSED = r- FRENGHWOOD = i = K I TGHEN 5 4 �- :!M BATH#2 ....:.,. ..:a.,.:..: 2. 42" HIGH GUARDRAIL a SPINDLE 5PACINO I n IN-SWING PATIO ...""` NOT TO ALLOW PASSAGE o1= A 4" (P SPHERE; u 1 r .... .: :: -- � _ - ..: DOORS 2'-4" r »: 55 5G2.FT.� �- 36" HIGH HANDRAIL d SPINDLE SPACING NOT I 5 - - - - • n „ � '"' `"�"° BEDROOM#5 »::- v - � a TO ALLOW PASSAGE OF A 4 m SPHERE �p : - - _ -- -- --.. --- -_-- ,::0`:i '. 154 50.T'T. >r . 3. GRIPPABLE RAIL AS PER CODE ry SHOWER g -- . - . .. : I g' 2 U g: 0. : V 8'O" GLC. F- p ? V R.R. ®1116' O.G. '. . ;t ----- - - * !:<„: V O HGHT. a W - T V O OVER � O - - O - - { NOTES: - Q r-_ Q m - - N a € n - .::.` i i SMOKE DETECTOR / GO DETECTOR N _ _ 3 OR SHALL PROVIDE GORE COMPLIANT -- _ i r 1 - _ I. CONTRACT = - O -R ry O 4-10 i , O � I,. FIREPLACE ".. m . .::..:..:...».. . X'� I 5 �' J 1 :II x '° BEDROOM#4 m:°°°,� , ' , :.....::: .: (NATION DETECTOR B - `- _ I w r I w ' CREAT ROOM ;� SMOKE/CARBON MONOXIDE COMB - _: d - 1 V � n - - _ b 2' o �+ 233 SQ.FT ,:::>:. : . .. 590 SQ.FT. A.. .... - HARD WIRED TO EACH OTHEF,w/BATTERY BACKUP. = Q -j _ -j . `:'::.. ::::17".:.....::...:.m..::'.:.:,.:.:...-.,-. '..m;..:'.::::. 1,, .,.,.: 1„ , - -- -------- - ISLAND ?tpq :::::::::::::..... ::::::::::::-:::: n 2.INSTALL ALL A5 PER MANU. EPEC.'5 O 8 r � rL Q �� :.::::.............-....... _:.. _ I 8 0 GL6. 'i 1 : DETECTOR AND CARBO N MONOXIDE 17ETEGTOR 4 - _` CENTERED ON-- -� 4. SMOKED n - PANTRY --- � -j 8'O" GL6. »»....». 4 5 FU o • YII G11 HGHT. o v HALF - .� J - 3 s _ _ ::::� ; IN GOMPLIANGE WITH LOCAL .ODE �t . !0 HGHT. 1rr,.::`:.::::::::.::..:.:::.:.::::::..::....::::...... .........::"' tL O _ u- 5 ! ' I la . ...... .-.;............... . .::.:... :.::::..:.. :""'AGO }e z 'D:<: -- `.......... , - BATH m = I » 3 �, o w n z -- -- 8- v: �Y X g_p° - SQ.FT. .. ........ .. ...... ............... ....... ..... - 19 _ W INDOW NOTE. -- - W s - ...- ... ............... �t • 4 ...........::.::::':::::` a O I. ALL NEW WINDOWS 3 DOORS SHALL BE _ _ �p -- --- - F- " ----- q �, .. ».. B ! SM/GO 'W ANDERSEN 400 SERIES CASE MENT,DOUBLEHUNG, O d1 f6Q ,._, . n 1 5 3 4 5 N NU - - .. .... - d T' AS PER MA N6 AS NOTED INSTALL OR 6LIDI ) - ( �n . ....:::. ..::::::::::.::..::::::::::::::::.:::::::::::::.....:::::: :, ' n1 N 'VO � SPEG.S. FOR SUBSTITUTIONS, 5� NOTE 4 IN .1 I = - r = ::.::: :::.::. :::..:::::::::.:::::::::::::::::::: ::::::. .....;;:.... ........ INDOWS AND DOORS" ON PAGE A-100 (3) RI t 7 PWN � d1�D ti'Q �i N I I 5 4 L I 5 • .. GLASS W 2 Tr t l a 5 x- - _ (� - , 15 12-b o Q G5 MNT WNDWS m m - b W INDOWS ALL 5 IF CASEMENT W I 5 GO 2. SMI CO @ tt o• D SHALL HAVE STRAIGHT ARM HINGE WHEN A-101 , 1 �� ?Q+ (3) II.B'15" FLUSH LVL W/(2) .5" ... ,.................. "'.".:........... :: .......... 1 5 •i� 1 .1 ry 11 ....:::a l(1 O 3.IF DOUBLE HUNG - ALL DBL. I4UN6 WNDWS TO BE 7-5 ? 6Q I-0 -6 - STEEL FLITCH PLATE - - - - - - - -- +6 - U1 ::.....::......:.: - ::...::':::....... : _ t- TILT WASH sz a --_ -- p - - 3 xb - -- DOWN - - - t(� ':.... .. DOWN "Y n --. ... - 4.ALL GLAZING WITHIN 18" OF FF TO BE TEMP.6L. 5LDR 3'-10 3'-3" = 6=6" t-4 - 8.5" STEEL 3 5 STEEL :...:.. .... ....: .. .. . . � =. 0 ..............:.... r . :....... (J 3-4 5 4 r - - -- - - ::, - - -- : COL. COL. : - SM/GO - - GOAT UTILITY 2T = ..:.:....:.::...::.::[tc::;--::: 1_ p BENCH PANTRY CABINETS ...... UTILI _ Q 1 . EGRESS NOTE: 6 -- SEAT I CLOSET - -- - -- H -- 10 i GI LASE 4 ...._:::::r.:;r.::.:::::::.:". ::. .::. .:::..:.._:...:...;.,x. :;:,:. ;. NATURAL LIGFfT d VENTILATION G ASE DING - - �...:.:::...: :-,: :::: ,:::...::::: ...::'...:;::.;.-I.,......... IN COMPLIANCE WITH NFJ�I YORK, STATE BU L 9 .o I in= I B GORE,SECTION 83102.1;THE FGLLOWIN6 MEANS OF ALL BE FOLLOWED: 7-0 4-0 _ +� EGRESS SM .. :,.,:,:........:,,.,:;...".....,: »,..«.::..:�.:.:....: i 5 A FLOOR AREA 211.0 S.F. VENT 3L211 --- ............. _ 8 --- - -- -- - -- 5 4 :..>.:.... - ---0411 O• i - - - ---- ---- .:::...::.._::::: ..::::...... S.F. 5 F. ;• REQ. PROV. b $ u BA - 'i S.F. H 3 5. INC......... ,::: .:<: ;: NET CLEAR OPEN 1- tii'! r - LIGFfTING•MIN. 8% m - - 'v -i - ry . V s 4" MINIMUM TH 8'1 SQ.FT. NET CLEAR HEIGHT............... 2 e.. .. BA ........ . .. . 164 SF. 214 p _ OF FLOOR AREA p W i .` ((1 n p U O w tti �,x MINIMUM o -- NET CLEAR WIDTH.. ...... _ G Fr OSE - 4 a SQ L T 3 - Q I N N IN -N N VE TIL 1 M �' a - I 5 x O 4% OF FLOOR 8.4 S.F. 12 - Q - (V • U - .MING: ? J DOOR FF ` WI NDOW/D �i- •fi ,� � AREA 6 O V O 5M GO H 2 a 5 SEE PAGE A-200 , R FRAMIAtt� L I I NC - - - - 4 @ _ 11 - O 11 - ui Q b AROUND DOORS AND 4-4 I 8 ti -� k. ---- -__ _ T5 - �r ELEMENTS f u� � F O ,,^^ V/ - n r - ED O - - R OM : u rY _ ry I s OOM U.O.N. a F- FOR - -� WS TYP. @ WINDO AL1-) ( 3 I - d� - E - B NGH 13 r Q -6 to n 2 - 180 SQ FT `� iq= m 6'-0" 21 I SQ.FT +6 z � - - _ - - - r - IL @ - H - -- _ NEW LAUNDRY ROOM: 4 p 8 O GL6. d� 8 O G 6. : 1 11 5 3 3 B - n b WASH DRY HOOK UP V _ --- -- H6HT. J r ",-:1.1-1.1-1-. ........... ................ Q I. NEW / _ .. ...... ._. ..... .. ..... . . ........ ... . .. . _. .......- HGHT. O 1 5 1L DIM.'s w/SIZE u1 0! tt - ... •:=.'..:...... ..:::::::::::: :................. V u 2.COORDINATE LAUND. ROOM d DOOR D «:«:: _ , EQUIP. _ .. _ ,.......... - - - , --- , -- -- - --•- -, - - - oF I - _ 0 3.PROVIDE HOOK UPS A5 REO'S PER MANU. u� - d� X - r o _ ry @ - w.:<:::>:;�;;.".::...... ..............�:... 11..1 ».....»:....>"�;::'... Vi 1 @ u- n n EXHAUST NOTE - I 5 .... r.»:`», = I 5 F- DRYER EX _ .... .. »::»». �o 111 r TERMINATE TO E.XTERIOR O :.... _ a , _ _ I. DUCT SHALL IGHT d IL - - - - NATURAL L ENTR a p •,.�.4::» ,».._..,. .:.mm...»,a::ti a p a > 2.DUCT SHALL TERMINATE MIN. 3-0 FROM ANY VENTILATION - ».:._.:... ... ....:...::.. .. _ i s s, �k.>:,::>,::>...:,:::::ri: rc:>::.:»..,>,>:,,::. .:,.:: r CLOSET 1 s s a+ -3 - - r () r w: » - - - .... - oPENINGs n �$ a <> I ,:::::»...»:::::» ...�,,.:::.w»:.:».... «,�w.A �p "o -- -- - ---- FLOOR � BEDROOM I 3p � �-6 � .......__ .-.... - ITLO S.F. ....................-........ 1 5 ,»... MANU. + a.v 3.DUCT SIZE AS PERM ........ ........ ...................... .. = AREA m ITT SG.FT. 6 x»:,:,:`:. • G Q > . QUIPPED w/A BAGIGDRAFT DAMPER O I �- �� O" 2-2 _ - 4.DUCT SHALL BEE 7 8 2-2 -T _ * w I S.F. S.F. /GO 8'O" GL6. - S - T KITH IN GLS W . . NC TBE CONCEALED GTS SHALLH DUO . TRANSITION 5A A n CLOSET A A A REQ PRO A A : :» -.. - HGFIT. 3 i TO - TS USED SEA IB TR ANSITION DUG O ON. F X LE CONSTRUCTION. LE V I „ u 1_ :1 DUCT SYSTEM � .. ,.,.:.:»:.,.:., ..:».._.:..:»»....... CONNECT THE DRYER TO THE EXHAUST � � - - - <` - 12 3 , GO 4 I 3-I 6 n NOT TO LI 6HTIN 1 n THS 6-4" I E: 4 11.8-IS LVL TO 5 NGL LEN6 SHALL BE LIMITED ( ) I-5 3 4 2 10 V LABELED MIN. 8% I -"'. fl= P - OF 14 2 A AND L HDR :.:«.:.::.:.. ...:.:.::.::.::..:....:.:.:...:...:::..:.....:::.....:.::..:. ::::..:.:..::..:. . ;::::::::::.,..::::..:::::.:::::.::.,.. SH 13E LISTED FLUSH EXCEED AND ALL .6 8 FEET44 : ,»:...... :...»: »;:. ..»....,...:..,....,:. .. . A. FLOOR S.F. ? U _ ........:............................................................. .........................:. 4 5 4 4 5 :::-............... ................. NGE WITH UL 2153 »». .....:::»:::::»»:::....:»::»::..:::. ...::::.:..::.........::.,,.:.�,.... IN AGGORDA V1, AREA 4 p -1 GO\/ERED sJ _ ... .. .. .. .. .. .. .. .............. .. .. .. ...... ..... ...... ..: .:.....:.... ....::::::::::::::::...:�::::::::: �.........::::.....::::.::::.....:-.....�:.-:,-.'.'::��:,:.:::::: �' ' 6.EXHAUST DUCTS SHALL BE MIN O.OI6 THK RIGID d x - » ,..: .....ry, », .. 4-2 3-4 12-3 6-0 .. . ..k,:......_..:.».,;:.-...:.. ...,:. :,::.::::. TI %TIO :.:.:.:.......... ..... : .............. .... METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS VEN LA ................ ........................... ........... 5 .fl @ 12 r �;:. `f' n - _ ...................................:. .. .... ... . . .. .. .............-. .,......................................-........... ... x_ V' PORCH ,. .... ... ....................... .......................................................................................... ........ . . . . . . .. ............................._.................................................................................. ........ e,. , , � ... DIRECTION O. AIR FLOW. EXHAUST ......... ..... .. .... ............I........... ................... .. ... RUNNING IN THE 4.3 ........ .................. ......................... .......................................................... ................. .................... . .................................. ................... ............................................................... .................. ............ ............................................. .... � ., .. - 2 „ .......... ..........-..,.. .............. ................. .................................. ........--... ,-. "........................ ........ .................................. ................ ................................. ..... 4 4 5 4. R S.F. 5 (2) 5 LVL 2 4 5 LVL .:..:.............:. ........................,...................... ...,.................................................. .... ..... ... ..... ..:..........,......................,...... . ........ .......:..:..:. ....::.......,..»,.,»................::................::...,........,................. .......::::.......:. ................,............:..:................::::::.::....... DUCTS SHALL NOT BE GONNE!.TED WITH SHEET-METAL FLOG , O ( ) �t ....... ................................. ................. ................................ ................. ................................ ......... .................................. �d � �,, .......... :....:........ ......... ............ �A »::. .,........... ................................ ....... .::::.........:....:,,::... . :. ...:: .....,. .,........... ........ .... DROPPED HDR ::.,..:.::::.:...»,.:::.:.::.....:::...:::.:::::::::::::,,:::::......:::.. ..:::::.:::::::.:....,::.:::::..:::::::::.,..,..... ..:»:::...�:.. .j .- IL�o DROPPED HDR «.::::.,»„ ! r SCREWS AREA n - - - - - - - �, '� .�„ 6' - ::: .. 1. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER �rj [Al ...... .............. ................. ... ............................. ................. ................................. ........... . , ... ................... • ,r THE =" - 1. .-----P-,q.------ ------ oR feooF TERMINATION. 8 1 WALL _ LOCATION TO THE ................. ................. ... �. _. :: ...v.::.:....::::....::... ................. ............................. 1�11 S N MAX. 6TH OF THE DUCT .HALL BE REDUCED 2.5 A A A 6 xb POSTS ` ! LEN r .................. ............ .. ... p VD 5 FEET FOR EACH H 40 +� +� DECK•PREFINISHLD ....... .. . .... .............. ............. ............... ................. .................................. ................. ................................. ................. ... -:;� . .- FOR EACH 45 BEND A _. .. .......... ........ . . . .. ....... .. ................................ .... .. ... .... . ... . ........... _�.. , FEET ,. .... ................,. :.:.,.:. �. « » :. »: :.. ...� :» :... .... ... »..... . . ..:»: , � 11 D ,:: : k. .. F:.. .» :.> : ., .:F :.:.: :..: : s > �.»n »:;uw xnuw'ay. „wa>.o»c xa+f.»aa»»w;. », .:u�+' wx;fcW>i,+.0 .r.n. .a,..pa.:,:w.:..•.•>wf:in.:.x::v :w>,c>.:..;cwa�w+z�..>.»..o,;�%xw:>:'.....;•�:•1�:.�:.>:c::: �. .. - -- - I...... .......... . ..... -___-_ .-__ -:.-._.:._..:_:__. 4 e, � d BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES -I ® ® WHITE - NOT INCLUDE THE TRANSITION DUCT. D e M:, �. ................. o ,; �.,111.1 11-1 ,� OAS FIREPLACE: r(mQ, 11-�" o (1 0 cu '- R y I %4 mn m; - I. INSTALL DIRECT-VENT 6A5 l L�wu M �d e" w� O n 8-b II-10' 4'-4 25'-4" 4'-0"FIREPLACE 12: A.F.F.; 2.MAKE d: MODEL TBD 3.INSTALL PER MAW. SPECS. 34'-6" PROJECT: 4.ADJUST FRAME 51ZE AS REQ D b'-4" I4'-2" -Tl I2'-b" FOR CLEARANCES TSC NEW EXHAUST FAN SHALL BE INSTALLED WHERE O VENTILATION 15 NOT MET BY Kl-ANS OF NATURAL 40'-10" RESIDENCE CIRCULATION THROUGH WINDOWS OR DOORS TO OUTDOOR SPACES AS PER NYS MECH. CCVE SECTION 403.323; INSTALL AS PER MANU. SPECS ELECTRICAL PANEL: O4 NEW ELEGTRIGAL PANEL LOCATION;ALL INSTALLATION AS PER NYS ELECTRICAL CODE F I RST FLOOR ( OOR PLAN SECOND FLOOR PLAN +_ 680 SEAINOOD DRIVE ELECTRICAL METER: 50ALE: 1/4" = i'-O" SCALE: 1/4" = I'-O" SOUTHOLD, NY 11971 10 REMOVE E RESET EXIST. ELEG. METER AS PER NYS MECH. CODE, 4 UTILITY CO. STANDARDS DRAWING TITLE: FLOOR PLANS SCI�EDULE ALL NEW WINDOWS 4 DOORS SHALL BE ANDERSEN 400 SERIES DOUBLE HUNG; INSTALL AS PER MANU. SPEC.'S. SEE PAGE "A-201" FOR NAILING 4 STRAPPING DETAILS. - ..........-•-�- -.-..�.-- -------- -� - - ---- - NINDOW CHART 1 - ---- - - - = - AGE --- - --- --_ --- =- =---- - --- - - - - - - - -- - - -- --- _- ----_ -- - -_- ... k -�.- 1....-�_�� - - - - - EGRESS PAGE: WINDOW RtOV07H OPENING`::-:- ;;f WINDOW DIMEN51ON CLEAR ., TYPE QUANTITY MODEL # OPENING A :1 0 0% 0 f"ll :1ff CALL-OUT -_:.i..-- �. --....--------------------- 11 ".... A NIDTH HE:16HT I WIDTH HEIC?HT - - - - ------- --- ----- -- . ------- ---------------'----------- ------___------ - _-_ - - - - -- --- - ----- ---- ---- ------- - ;'F. A DOUBLE HUNG 15 TW210410 ;'. 3'-O .. ., ' SI-09'! ? 2'-111" 51-01" 5.'12 ` - ----- � . -___---_- ---------- - ----- -------- - --__----- -- : B DOUBLE HUNG 'T TW2032 � :.2`-2�" 3'x!•1 2'-191 31_4j" . 06/g7/21 6 OF 10 . .. - -- - - - - -- - -- ---- _..�. _ �. - - ____-_.-- __ - - ---- - - ----- ------------------- ---- --------- - --- --- - -- - - .._�_-. -� - - �.�___ j,' • ',. G DOUBLE HUNG I TWI836 1:�IOp< :,: ::;i >. - 3`-8n_:.. .' I I_Q11 3'-8n • , € --- ------ - �_ -- ----- ---- - -------- --------------- .:- -:.:. - •� r a...............................................................:> I D DOUBLE HUNG 3 TW264b 2'-8 = 4'-8 " 2'-111 41_8�p -_. -- - --- ---- _ ---_ __ __ . .�-.W - -- ---- --.----- -_ __---_-_- _ _- E DOUBLE HUNG 2 TW26410 2'-S�" i. 51-pill 2'--I1" 51-/��n . -- -------------L-- - _ O CL Q U N D . W W c }, J F- Z -it _ �. - ------- --- EV 24 4T EL RIDGE_HEI 1°-� J I.) O LSA tp ...... 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I. , - - - --_ -- - - -- - - -y --� ----------------- . .:..... .........:.. ....... . . ....... .. ....-%...... .... - - - - - — ��, �_ - -_ - - .....::.:::. ..::.:::::::.».::. .... :.:.....:..:. - -- - - - ..::: . .. ..::::...::::.:. ....... ..... _... ....... . .. ... ._. . . O .. ..... -- - ..::............ ............. _.-..- . ....: - - . - ,- - ---- -- I. gyp. D Q Z A A «:. »» .. O O -- -- _ . - . O O - -- ...... . .._... __.. ui III J .. - ... .. ...... :.: ...::::: ::.:..:.::::::: f� --l-1.1-1-1-1... -- I- — L-=–:--1 ------- , __.-`_.�:�-- -,.:..,::::...... .:::..::.::::.:::.::.. 1-:+ --l'. .:::...:::::.:.::::::. ............ - - -_ �_ - - ........... ... ..... -... .. .............. . ............. . ........: .... ....... .............. .:. ........:......::. - : . ....... .1-1 . r-I J O - . .:- . . ..... ... ... .. ......- . . ........ ....... : ...... ... .. _.................:... ...... ......:.: ..... .. . : .. , FIRST FLOOR TOP PLATE - - -- - - - ELEV. +10.1' �-- � �-. � ----�--�-_�-�---- � � •� � - -� --- --• ---- -- ----------_ ---_--- - - - - - -- - ---- -- - - - ---- ---l------------------- - - . _. -- -- ----- ---- - - . . . - -..._..._� . --- - - .- - -- - �_ rt� _- " - - - -,- :--_..--- - - v `16 i ) Eff O - - - B 0.. W. ---l— O L-0--j - - - - ---- - --- ----- - O - --- O OO A - - - - - --- ----- -_-•------------------------ _- -- — a A A A Q - -- - - - -_,� --- ---- ----- --' ----• ---�- - ------ ---_- - L-=] _.- �--.---'---- ------------- y - - . d�;L� . L + ,. .., , I I +:- - 11 _..- --- -' '-- - .- - - ------.�---- _- . -_-----_- FIN15HED FIRST R .� ---- --- - -- - --- - I. - ELEV 20' E � 11 ,.�I - -- -- --- - -- --- -- ---- -- - - -- ---- - --- - _ -- -- .�- �- - - _ _ : -- - - --- --- ----.------------------------- -- - -- - AVIS. ORADE - PROVIDE NEW E6RE55 WINDOW WELL > i FRONT (NEST) EL E\/ATIO1� - :tu Z . - - - - � I 50ALE: 1/4" = I'-O" N 1 R16HT (SOUTH) ELEVATION m 0 5GALE: 1/4" = I'-O" z ' z O I- I D O : v _. 4 I ' _.....:........ .....:......:... ..... .. .. ... . ... ...... .. ....... .....:.:.:... :....:..... . ......................_..... .......... .. , ............---..........:...::::.::-,,- -........., ,.:.............. ...» .................... ... ........... ............. .... ... ... ... 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Q - -- w— —._ _ -- - —_ J L 1 -- - �— ALL. I .... .. .. . d �__ I I i I I __ _ _ _ - - - --- - - ................-:.. ........... .::::::::..:.....-:::: ! - ----- -- --------------- - -- I� I O d I ... .. - :...... .... ----------- l -- - :. I B ................. l".". ... _.. ........ : . . - .............. ..-. ....... ......... .. ..... .. .......... B ' .. -O- - ' I I I I � r 1 I��� I L N .. ... Q �I Y�. II ,� ! -`- -- ----- ----- -- -- .:... ... -- - O ............. 24611 - _....._..... ........ ..... ..... .. ..:.. FM. D �._ I I�I Fw_' -----] ------- O A A I O O -_ ,__- ,_.___ -_ ......_ - - - - - - .. - - - -- ! - 1 ... =h=kEnMmssEsMi ». :::.. _.. - .. .. ..... ... . - --------- - -- -----,- - - - --------- - -- - - ----- 'll�,.. .,:. i ... . .........::.. .:: . , , ............. ...::..--.......::....:........».... I I I ....__.... ...- ...I-..::::::::::::::. ...........-... ... ... ... . II i . ........... -.................... ..- .............. ................................ ............... ............ ............ .. _ - I I u wl u --ML&- ....... . .... ... .........................1.1..... ... .. ..... .... .......................... .. .... .... .. .. .. .. .. ......». .............-::......_.".. ..............._... ......::.. .....::: I I I I ... w. - - ....... ... ---.-- :.,.................... ........ �� 1 , ' I I I � . ---- - - --- 1 r -} 4 - - - -- -- - LI �� g+� `i� r ------ ----- -------------- --�--_--------�---v - --- -------- - `. A . _ I. . . - - ---- --- -.------ ------ _ �i I i ''! I I •d,•f.f F 1�1 li y- aI - _ _ J f . . . . . - - ___ u _ - _ - L_� L� B li --.-I i , .. _ t - _ -- - -' - ----- - .. :. ! Sir 1,iV It � _ L� tl ! l� -- --- ---- _ _ - IJ ---------- /I I � �t 1 t . - -- - _- O- - ---- - - __---___— _ 4 - : -- O B Bi ---- ---- - -- - F 29611 -- - --__ �i -' 1 A - ti��� :--_ -- - O � � f �, h O �. Y E .. " .X]l .. _ .. - .. ..:....- : --- .. - ! I I I _- 1, __ -- - ___ _. -_ - -- ------------ _— ___-_ 1 - - - _ _-,.. — �� i — _. _ -- - --- - ----l---------------------- - r_� PROJECT: - - -- ` - -- -- - - TSC " RESIDENCE % ff >> , f. : 1680 SEAWOOD DRIVE REAR (EAST) EL_E\/ATION LEFT (NORTH) EL_E\/ATION SOUTHOLD, NY 11971 5GALE: 1/4" = I'-O" 5r-,ALE: I/4" = I'-O" DRAWING TITLE: ELEVATIONS ALL NEW WINDOWS 4 DOORS SHALL BE ANDERSEN 400 SERIES DOUBLE HUNG; INSTALL AS PER MANU. SPEG.'s. SCHEDULE SEE PAGE "A-201" FOR NAILING d 5TRAPPING DETAILS. . . : HINDON CHART ----- --= --------------------- - - --- ----- --: -- _--- ---- --- - --- -- ---- - ---- --- - ---- -- - - -- --- ---- .,.T TT _ - _ - - - --. --- _ - - -- EGRESS ' CLEAR ROUGH OPENING _ ' WINDOW DIMENSION PAGE: WINDOW TYPE QUANTITY MODEL # f OPENING GALL-OUT - - - - - - WIDTH , MR Aft Aiiii HEICIHT WIDTH HEIGHT - .- - - ---_-----_----- - - - - - - --- - --- _ = _ - -- I - - - - 1+ A DOUBLE HUNG 15 TW210410 "' j: 5'-I 2'-111" 5'-I 5.'12 A-zUl, u ',', --_- _--.-.-_ - - - -- --- - - - :- - -- --- -- B DOUBLE HUNG "1 TW2032 2'��" ' . ,3'-4�" 2'-I�" 3'-4�" f __ - __- - - - - --__- - --_- - -_ - - - -- _ --_._ �. _ .Y _ _,--�__- - - - ----------- . - - G DOUBLE HUNG I TW1836 1'-1t3 " `, 3-' 1'-ai" 3'_8�° DATE: 06/17/21 7 OF 10 -------------- - __--- -. - - -- -- ---- -- - - ----- __- - -_-` _�--� - _.. ------ - --- I _ , 4 :. W .. 1:11, D DOUBLE HUNG 3 TW2646 Z'�8 " t-bi € 2'_'l ,�'_b�" ;;" I � A I ----� 1 __-.--- --_ ------------ - E DOUBLE HUNG 2 TW26410 .. .c £: 5'-I 2'-"I 5'-Og" { ........................................... ..... kk 5rzOTION NOTE5 0) RID&E HEI6HT (L a) 0 ELE\/. +:24.4' cj NEpq ROOFIN& NOTE (TYPJ: 12(D 1. INSTALL NEX ARCHITECTURAL STYLE 'TIMBERLINE' 3,ASPHALT ROOFIN5 SHINC7LE5 B '&AF' op, EOUAL;MIN. LLJ1 LU s Lu Lu >�6R.ADE :240#,50 YR.KARPLANTY OVER ey 2.INSTALL ICE AND KATER SHIELD FROM FASCIA UP TO Z 24" FROM IN51DE FACE OF STUD KkLL AND AT VALLEYS vvf�_OVER. AT71C Z CN 5.INSTALL 15 # BUILDIN& FELT(U.O.N) OVER >_ I-- 4.1/2" COX PLYP4000 SI-EATHINO (BLOCK ALL SEAMS) . . . . . _j U') J"xb" P.T. DECKIN6 UPON 5.CAP 5HINOLE OVER P106,E 4 HIM (AS REOt>) O.J. AS PER,PLANS . . . . . . . . . . . . . . . ..........EFDM MEMBRANE !=1N5 6.PROVIDE RIDOE VENT(AS REOD)UPON 1,, r-r>x. Pi 1. FLASH ALL VALLEYS SHEATHINO UPON JOISTS DRIP EDC7E AS REGt) 0 5.1 N5TALL Lo ct cl.I N5TALL ALL AS PER MANU. SPEC.'s t m o a............. ........... ......... ... ..... . .... .. ...... ole TYPICAL ROOF 4 CEILINO CONSTRUCTION:....... ....... NEK ROOFINOAS NOTED >............. .......... ............ ..... I oe 1/2" CDX PLYHD 5HEATHIN& (BLOoKIN5 a ALL z. ....... ............ ... . . 0 ........... . ....... ......... ..... ................. PLY�,V SEAMS) ........ ...... ...... ... uj ......... .... .... .. . ..... R.R.,O.J., 4 C.T. AS NOTED ON PLANS (a SPANS. ....... ---------- OVER 6' IN5TALL "X" BRIDOIN67 0 CENTER OF. ..... . ...... 00 ... ................... .... ......... ......:. '. I"" Z..... .......... ... SPAN,U.O.N) ................... ..........................*i.............. .. .................................... .... .... .... ... .... . ......... .......... .......... ... MIN. OF R-4010 FIBER&LAS5 INSUL. N1 VB. 12 > O-) 0. ........ ....... 14 z.............. ........... U.O.N.,OR R-500 IN OATH. AREAS.. ............................................... ........................... .............. ................. ........... ........................... ........... ........ . ..... .. ......I .:p : . . � : ::::-... - . .. .::_. :::: ................................. ......... .... ....... .... ... ........ ................................ ................ 0 .......... ....... .... .............. ......... ...... ..... r F . AS PER PLANS FIRST FLOOR TOP PLATE ... ..... .................... TYPICAL EXTERIOR NALL CON5TRU.,TION (TYP.):.. ............. . ................................. z 4 ........... ....... ...... ::..................-, " * * - .* -I-.... ..... .. ....... UPON "TYVEK" HOUSE P4RAP (OR EGUAL) ELEV. +10.1',......... ..... Z........... .......... 0 UPON 1/2" COX PLY10. SHEATHINC7 (BLOCKINC70.:.......... ................................. ... .... ................. . .... ... ... ........ .......... .................. x W_ tj NEK 2X5 DBL .......... it CN ALL PLY1^V SEAMS) _j........... .................................. ................ ................. ............ .............................. U- HEADER ABOVE ...... uj 2"xb" STUDS 0 16" O.C. N1 DBL. TOP PLATE........ ........... ...................... . . .­:......� . =._....: I :.. I . .. . ::::.: ....: .-� : f ............. MIN. R-20 FIBER&LASS INSUL. w.VB.,U.O.N.......... ... .......... RSx .... ................ . ..... .......... .............. ............. ....................................... .................... .... ........................................... .. ........... r- Lo .......... .... ....... . . ...... .. ....... ... ... 5/5" &YPSUM 5D. KALL FINISH. ....... tLi .... ...................... ..... ................. . ..... q........... ........... .. .................. . ..... .......... ........... .............. .... . .. NEN 51PINC7 NOTE (7YP): No t" 2X(o SILL .......................... SIDINO (TO SELECT). ..... ... 1. INSTALL NEPq LjLj PLATE ............ ..........2."7YVEW HOUSE NRAP (OR EOUAL) f E)f=tl,-5.I N5TALL ALL AS PER MANU. SPEC.'s............ ...... ...... DOOR"'... ....... ..... .. .. .... .... 4.PROVIDE ALL NECESSARY TRIM FOR. ... .... ............ X 1x PROPER INSTALLATION PANTRY.. ....... ...... 5. 51DINC75HALL EXTEND TO TOP OF CABINETS uj .......... . ...... FOUNDATION KALL OREAT ROOM OL05ET PEN .. .... ..... ....... ................. .............. .................. P4 FINISHED FIR R............. m _j ....... ..... 5T FLOO. ...... ....... ............. ELEV. +20 0:.*".%+++..++7.7+.: .......... . ... ............ . ............ .. .... ...... ...... ........ ................. .. . ...... ............. ............. ....... -- - - -------- - -- --- - . ....... ... .... ......... D.J. AS PER PLANS F.J. AS MR PLANS. .. ...... ............... ...... ........ ... .. . .......... . . . . . .: I L . . . . . . . .. ....... ......................... ................---------- (2) 2"xb" P.T. SILL PLATES H/COPPER TERMITE............. ........... . ..... SHIELD $ SILL SEAL TYPICAL P. CONIC, FT6. 4 KALL CONSTRUCTION: I Puc-T ... . ...... . ..... .. A\/&. ORAD=x ELEV. +0.0............... ............... 0 ANCHOR BOLTS AS PEP,PA67E A-200...... ......... .... .... ... ... ....... P. r-ONC. FOUND. KALL AS PER DETAIL UPON A-600........... .. ........................ .... ........ ...... .................................... ....... .............................................. ................... ... . . ........................... ....... -OOTIN6 AS PER DETAIL UPON FACE A-600...... ......................... ........... ...... ........................ P. CONC. r 5 .. . . ... .......... ................. .... ..... ASPHALTIC MASTIC DAMP PROOFIN5 TO EXTERIOR A-501%.1... .. .... ............................ ..... ..... ...... . ..... . ....................... .......... .......... ........... ........... ......... . :.:.. ..........L\/L RID&E ......... B.O. FTrv. 5'-O" BELOP4 6PADE MIN........ ...... ...... .............. ....... ....................... ..................... ........... . ........... ...W SIMPSON 0520 RAFTER CONNECTIOW L. ........... ... 1/2" EXPANSION OINT a PERIMETER OF SLAB (KHEN.. ... .... ................... ....... ..... .............................. ...... .................... ..........................:+,.,.:.:..............I-* :.1 7_1 ::2-'xI:2" RID&E : APPLICABLE) ......... .... .... . . . ........ ............ ............. ....................................... .................... .... ..... .. .. ........... .............. ................................ ................ ............. ................ .......................... ..... . ......... ......................... ................ =--+.....-......................................................... ....... .... = I AIR ENTRAIN P. CON0. FOR PORCHES PATIOS........ ............................. ....... .. ....... ............................:­........ ......... ...........I.............. ...... ................. ... ..... .. .........- .... .... ..... ........ ......... STOOPS (VHEN AfpLlrA5L-r=) E3ASEMENT... ..... .... .... . ...... .......................................... ............. ...... 4" P. CONC....... ..... .. ....... ............ ....... %.1.:__..._...*.:.*.*.*........ ................ .......... ......... .... .................................................................................... ........................ ......... ............ MASON TO ACCOUNT FOR FINISH STONE ON THIN SET A-502.. ............ ............. .... ................ . ....... ........... . ........................... . �+:.7.'.... = +.: _­.'.'.'.==..:== .......... ... ......................... .............. .................. ................... .. ........................... 7.7.,................... ...................... SLAB K/ CONDITIONED::i .. ...... ............ ..:........ .......................... ........ ... . ...... FOR HEI&HT OF KALL 4 SLAB (HHEN APPLICABLE).......... .... ........ ....... ............ . ............... %. _%%+. :. ... ....... ...... ......... .............I............. ................... &xb-IOXIO KA.M.... ... ..- . ..: . I.................. ..... ...... ............ .............. ................................ ... ..... ........ .................::;;d �� "I. ......... . ................ . . .......... . . . .............. .. ..... . ...... .... ..... ............. ............ ..... ........... ... ......... .. . - : .. ........ ..... . . ...... . ...................... .......... ......... .................. . .... ...... .. .... ............................................................... ..... . .......................... .................. ......... ....... ....... ..................... IY............ . ... ... NEK R-'50 BATT. INSUL. IN FLOOR SYSTEM MN. R-50..................... ................ ......... .... .... ............. . ................... ............................. ......... .. ....... ............ ... ..........X .. ................. AS PER TABLE 402.12) .......... .. . ..... ......... . ... . ..... .................... ........... ............... . .... .. ............. ........................... ... ..:++:+ 1.1.;:::-W :.::--.%-,-:::::r..,�.'...'...'.'��.Y.�.'.*7:.... .............. ;z............ .......... . ........... .......... a ............. .... .. ....... .... ... ... .. ....... ... .......... .............. . ....... ................ ...... .... ........... .. ........x4i--::, � ........................ .......... ......... ... ....... .......... �:. -*-.-. - ........ ......... .. .... . ............................... .......... . ..... .... ..:::::: ­ , , "- :::i:::i:::: -* ::: -:::, V ............... .................................................. ...... . ........... ......... ........ ........................... ..................... ........................ ............. ..... ......... .............;...P' AN ................. ........ . .......... ..... ... .. ........... .... ...... ....... .... .... .....ku :",............ ..... ­_- - . .... ............. ......... . .... ..... ....................f...... ................ ..............-x ON 'A _ i.. . ..... ................. .......... NEK R-15 BATT. INSUL. BLANKET 0 INTERIOR.......... BASEMENT KA�LL (MIN. R-15 AS PER TABLE 402.1.2)... ............... ............................... ....... ... ........ ...... ..... ...... ..... ................................. ................. . ........................... ......... ..... SCALE: 1/4" I'-O"........ . ........... . ... ..... ..... ......... ... .................. .. .................... ... .. .. .................. .. ......... .. ............. ............... .. ............................. ........ .... ........... .................. ................ ..................... ........... ... . ..... ............................ ................. ............. .... ........... ................................. . .......... ...... ...... .......... . ... ........ ....... . ........ ....................... . ................. .................... ... ..... ................ ........ . .. ........ .... .. ............ ........ ..................... . .. .. ..... ................ n+ - .... ............... .... .......... ............ .................... .............. ... .... ........... ... .................. ....... ................. ............... ............. o.............. . ........ .. .... ..... ....... I.,....................... ...... ::. . :w- :.*.,:­:lo OF � - 1:%':.i::::;:--- .. . . .......LI ROOF L LINE F .m�. -- + ,+,,,�'.'.+.""'.".'.'� .,,,.,"-+',...:-:.. ............ ..................TION ............... .... ... .... , ... :::.:J. l I...... ...... <..........INTER55', ............. . .. .......... ............................................ ..... ...................... ........................ ...... ......... ......... ....... ..... . tu....................... ............. ............ ....... . ................. .. . ......................... .............. ....................... .... ....... ........................... . .... ............. .... ­-, : =. :��, ................. ................................. ......... . ...... ................. .......... ... .. ...... .... ........... .... ....... . .. .. ................. .. ....... . ......... ...... < z 777,==............................................... .......... ................ .... .. ..... ...... ............ ................... ........ . . ..... .......... ... <o D_ROOF FLAN SCALE: 1/4" P-O" ui PRO\/IDE 57RAPPINO 4 NAILINO AS 0%PER CONNECTION r,>' IN "TYPICAL NAILINC7/5TRAPPIN6 REOUIREMENT5 e>.0011 H.D.O. LAO 0*(4) 51511 O UPLIFT,�A LATERAL R -200 BOLTS (PREDRILLED)ON PA(5E A NEN F.J. AS PER dp EA STUD PLAR n (2) 2"xb" P.T. SILL PLATES----UPON SILL SEAL UPON COPPER TERM177E SHIELD -a.00 01 o z 5/9)" 0 HOOKED ANCHOR BOLTS, a 4 501" O.C. w/ 5" 50UARE KA%SHER 4 PROJECT: ENDNUT;AL50 SEE ANCHOR BOLT 515 THK. :SECTION ON PACE A-200 Y4 OAL\/. FL. C (1) #5 REBAR o 60" O.C. # 5 REBAR CONTINUOUS -FLOOR SYSTEM NEN 5TL. CAP PL. AS N077ED 5-1/2" C.D. 50H. 40 HOT CAP PLATE 'A' RESIDENCE &-I THK. (MIN) P. CONO. J^ELDED TO COL_;SEE K KOOD BEAM AS DIP OAL\/. 5TL. COL.i :ORADE IBM. (5�500 P51) CAP PL. DETAILS NOTED ON PLAN ,- (A5TM A125) AS PER FOR CONNECTION OF 5TL. COL. TO (Z 1-5/4" HIDE R-15 BATT PLAN HELDED TO FL. L\/L LUMBER OR (2) 2" HIDE DIMEN51ONAL LUMBER EARADE INSULATION PITCH C NNKET W_ in a"xe>"x51W THK.BL� %% : *%1 " 1680 SEAWOOD DRIVE MOISTER NEA 5-1/2" O.D. SCH. 40 5TL. STL. BASE PL.COL. (A5TMI A123) AS MR 5.001,RETARDANT SOUTHOLD, NY 11971 LA C OUND. PLAN BY SIMS STEEL (4) 5/V H.D.0 NOTE: (4) 1/2" HOOKEP ANCHOR /-BOLTS (FREDRILLED)1. REFER To PAC7E A-200 (OR EGUAL) BOLTS EMBEDDED INTO FOR NAILINe AND STRAPPINC? OF ALL FOOTINO MIN. 4" v41 OVERSIZED +i.................................................................. RAWINGTITLE-_BASE PLATE WHELDED Nr=k4 4" POURED CONIC. HA5HER AND END NUT SETUP ................................................................................ bX&_IOXIo COMPONENTS PL SLAB Ln=FER � OF SLAB DETAILS FOR BOLT BETk4EEN CENTER TO COL.;SEE BASE BUILDING SECTION IN(�SEctRED IN FLA 11 (1) #5 BENT---REBAFZ a ROOF PLAN DUIRINC? PCLPR-\\ 161, E3ASE PLATE 'A' DETAILS bz ..................4" POVREV CON0.% 4" CRAVEL BASE(1) #5 REBAR 6 MIL POLY 515" THK. PL. 5/5" THK. H.o. PAGE: MOISTV 24"x24"xI2" DEEP P. CONC_111 PAD FOOTIN& 01 OALV. FL. 1--l"-C-ONTINJOUS ......................4" 60RAVEL 15ASE�UPON CLEAN ...................... OMPA01-ED FILL CAP PLATE 13' A-3% 0 :1 (0)61 COMPACT F I LL LL FOR CONNECTION OF 5TL. COL. TO (5) 1-5/4" HIDE L\/L LUMBER OR (5) 2" HIDE OR (4) 2"x HIDE 7/21 DIMEN51ONAL LUMBER OR 5.25" V41DE P5L DATE: 06/i 8 OF 10 STEEL C.OLUMN DETAIL 5TEEL COLUMN BASE TOP PLATE DETAILS Ai- SCALE: 5/4" P-O" IA-501.0L] SCALE: 5" P-O" FOUNDATION NALL 1�)ETAIL SCALE: 5/4" I'-O" � O SECTION NOTES 0 O MIN. 4" BETWEEN EDGES OF � U � � -I/2" 5QUARE BALUSTER D (STYLE TO SELECT) uj NEW ROOFING NOTE (TYI O I. INSTALL NE W ARCHITECTURAL STYLE TIMBERLINE' LLJI z �. ASPHALT ROOFING 5141NOLE5 BY '5AF' OR EQUAL;MIN. RIDGE HEIGHT SIMPSON H2.5A RAFTER Z GRADE 240#,30 YR WARRANTY OVER 12 ................ ------------------------------------- _ Q TIE (OR EQUAL) 2.INSTALL ICE AND WAFER SHIELD FROM FASCIA UP TO ELEV. +24.4' '^ ~ 24" FROM INSIDE FACIE OF STUD WALL AND AT VALLEYS 3 a 5/4"xb" P.T. CV DECK BOARDS R H J ESQ 5. STALL 15 # BUILDINO FELT N.O.N) OVER `/ \ 5 PSR PyNS ./ 0 W OVERi 4.1/2" COX PLYWOOD 5HEATHIN6 (BLOCK ALL SEAMS) R¢• A .,00,0001 "00, J O 5. GAP 5HINOLE OVER RID6E d HIPS (A5 REOV) b.PROVIDE RIDGE VENT(AS REOV) --y_-- 2 / / ATTIC _-_ � � . -1. FLASH ALL VALLEYS I'' �. , . , , , . , , , . , , , , . , , , : , ,� , . , , , , , . G.J. A5 PER PLANS ', , ,-,-. ,- � ,-, _ 8.INSTALL DRIP EDGE AS REQ D -- O Q. INSTALL ALL AS PER MANU. SPEG.'s / / - (2) I/2"� HOT DIPPED GALV BOLTS Q P.T. F.J. AS f--EA. POST w/ OVERSIZED WASHERS d Q. / I2 PER PLAN ivI - END NUT PREBORED INTO BEAM, POST, >. TYPICAL ROOF 3 CEILING GONSTFZUGTION: / 9 DECK TIE RIM BOARD ASSEMBELY z O NEW ROOFING AS NOTED / / _ - O • I/2" GDX PLYWD SHE 4THIN6 (BLOCKING o ALL it g T. BEAM AS NOTED = J 00 PLYWD SEAMS) SOLID BLOCK ® 12" O.G. Z .-� • R.R.,G.J., a G.T. AS NOTED ON PLANS(m 5PAN5 / (2) SIMPSON DJT14Z O O OVER V INSTALL "X" BRID61N6 ® CENTER OF / � O DECK JOIST TIE POST (I) I/2"� H.D. 6ALV. THRU BOLT w/ ¢ Z � (D SPAN, U.O.N) - - -.- / OVERSIZED WASHER rF END NUT • MIN. OF R-49C FIBER:5LA55 INSUL. w/V.B. - - - "SIMPSON" ABAb PREBORED INTO POST b DECK O U.O.N.,OR R-300 IN CATH. AREAS. / / b JOIST TIE ' ``�`�� i 2 ® COLUMN BASE Q � � TYPICAL EXTERIOR 6'�IAL.L CONSTRUCTION (TYP): / BEDROOM BEDROOM 14 ry b"x6" P.T. POST < Q • UPON "TYVEK" HOUSE WRAP (OR EQUAL) - - - - -- • UPON 1/2" COX PLYKP. SHEATHING (BLOGKIN6 m ____ ALL PLYWD SEAMS) - - - - GRADE _ _ F.J. AS PER PLANS � � ul� • 2"xb" STUDS m Ib" O.G. w/DBL. TOP PLATE FIRST FLOOR TOP PLA u O Q • MIN. R-20 FIBERGLASS INSUL. W. V.B.,U.O.N. -------------- 10 dA 50NOTUBE FILLED - - -- - T ELEV. +10.1' SOLID w/P. GONG. - rl J O - °- - - -- 2 6 5/8" GYPSUM BD. WALL FINISH _ z uJ NEW SIDING NOTE (TYPJ_ II O 1. INSTALL NEW SIDING (TO SELECT) P. GONG. PAD FTG. - 2."TYVEK" HOUSE WRAP (OR EQUAL) - 5.INSTALL ALL AS PER MANU. SPEC.s _ 4.PROVIDE ALL NECE-5SARY TRIM FOR O ' PROPER INSTALLATION `p (U #5 BENT W 5. SIDING SHALL EXTEND TO TOP OF 3 1 BAR ® �- LLQ I6" O.G. C-) J FOUNDATION WALL - -- = =--- -< - 4 ------------- -- -- - K I TCHEN CL. BATH DEN O - Q TYPICAL P. GONG. FTG. 8 WALL GON5TRUGTION: 14 tf • (2) 2"xb" P.T. SILL PLATES w/COPPER TERMITE - -- - - PLANS L - -------------- --r_, - - , . , . . . , , . : , , , , : F.J. - - - : . , . , . , , . ELEV +20 AS PER ANS SHIELD 3 SILL SEALFINISHED FIRST FLOOR • ANCHOR BOLTS AS FUR PAGE A-200 - I DG�G SUPPORT DATA • P. GONG. FOUND. WALL AS PER DETAIL UPON A-600 - �- AVG. GRADE A-302.01 • P. GONG. FOOTING AS PER DETAIL UPON PACE A-bO0 1 -► ------ SCALE: 5/4" = 1'-0" • ASPHALTIC MA5TIG DAMP PROOFING TO EXTERIOR • B.O. FTG. 31-O" BELOW GRADE MIN. b 8 ELEV. +O.O' • 1/2" EXPANSION JOINT o PERIMETER OF SLAB (WHEN APPLICABLE) • AIR ENTRAIN P. CONC. FOR PORCHES /PATIOS/ 5 STOOPS (WHEN APPLiiOABLF..) • MASON TO ACCOUNT FOR FINISH STONE ON THIN SET FOR HEIGHT OF WALL_ # SLAB (WHEN APPLICABLE) 'I� MIN. 4" BETWEEN EDGES OF �� -i/2" SQUARE BALUSTER 4" P. GONG. BASEMENT (STYLE TO SELECT) -30 XT. INSUL. IN FLOOR SYSTEM (MIN. R-50 bxbOXIO NA.M CONDITIONED _ SIMPSON H2SA RAFTER � e TIE (OR EQUAL) LC NEW --� +------ TOP OF NEW SLAB �n AS PER TALa E 402.12) ELEV. -6.8' 5/48xb" P.T. �gg W DECK BOARDSJU b � BEAM/61RDER AS PLAN O . , �IEOT!ON �:� /A-302 ;' , ... I I :° O NEW RR=13 BATT. INSUL. BLANKET INTERIOR _.... �.._. '' `... 142"-V HOT DIPPED 6ALV BOLTS ® � 8 BASEMENT WALL (MIN. F:-13 AS PER TABLE 402.12) 50ALE: 1/4" = I'-O" P.T. F.J. AS -_ A. POST w/OVERSIZED WASHERS d END NUT PREBORED INTO BEAM, POST, PER PLAN 119 DECK TIE 4 RIM BOARD ASSEMBELY D � ,,:....... ;•. _ - TED ni SOLID BLOCK ®O 1211 O.C. (2) SIMPSON DJT14Z z Q ; DECK JOIST TIE o EA. (1) 1/2"0 H.D. GALV. THRU BOLT w/ —-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—- RIDGE HEIGH P05T � ELEV +24.4' OVERSIZED WASHER r� END NUT ' "SIMPSON" ABA44 PREBORED INTO P05T 4 DECK W R.R —,3 a NEW P.T. ROOF m COLUMN BASE 12 J015T TIE Q AS p RAFTER AS PER - „ D 2 PLAN (V 4x4 P.T. POST GRADE Q .\ --- e I I z CL 2CL ATTIC 8"m '50NOTUBEI FILLED 11 w :D ------- G.J. AS PER P1�tN5 'I SOLID w/ P. GONG. -IJ - "- ° -- „ o 4 z -- - ----- -I' - O NEW FASCIA GALVANIZED"SIMPSON" HANGER10 -;' 4 BOA H T •� ' 5 12"x12"x8" FTG. II (1) #5 BENT •O� \ \ p 4 NEW P.T. BEAM �L BAR ® O- - ! -- -- - - A-302 O ' /• — AS PER PLAN 2 / W _ -� 12 / MA51ER \ NEW "SIMPSON" P064 (FOR 5 PLY BM) I LOSET BATH BEDROOM DECK sIMPSON 5052-2/ (FOR 2 PLY BM) � D�GK SUPPORT DETAIL rl FIRST FLOOR TOP PLATE F.J. AS PER PLANS SCALE: 3/4" = I'-O" - 02.0 :�-� 3 ----- ELEV. +10.1 l� ''�' 4/ 4 EXTERIOR SHEATHING AS PER SECTION NOTES �M I I SIDING MATERIAL AS O - PER SECTION NOTES BUILDING PAPER d HOUSE WRAP 0iz T le*° P.T. POST AS TO FULLY OVERLAP FLASHING PORCH FA--5021PER PLAN CAP FOR A-502 3 I AINAOE 3 SCREEN _ = I L I V I NCC ROOM O REAT ROOM — , DR L G SECTION/DETAILS)IN6 ROJ ECT. ,. .. Z : L14 , — — ------ . --- - - - - - F.J. A PLANS - ' ELEV. +2.0' TSC ' LO 5 PER F FINISHED`FIRST FLOOR : FLASHING ES I D E C E AVO. GRADE NEW "SIMPSON" DRIP WOE P.T. DECK JOIST b "► 'ELEV. +0.0' P05T BASE PER _ COUNTER AS PER PLAN PO5T SIZE JOISTS AS PER PLAN FASTENED w/(2) FLASHING O z = 5/6" (P x 5" LONG HEAVY DUTY CAL. SILL 9 DECKING LAO IM BDLWHCNTS a Ia FOUND.TWALL MUD ASTEN METAL OALV. JOIST HANGER 1680 SEAWOOD DRIVE _ - w/(2) 5/8"0 x 5" LONG APPROVED BY SIMPSON (OR EQUAL) m L — — _ MASONRY ANCHORS m 16" O.G. EA. JOIST SOUTHOLD, NY 11971 T. "Z" FLASHING I 4" P. GONG. BASEMENT A- 2 NEW P.T. F.J. FOUNDATION WALL SLAB W/ _ .` DRAWING-TITLE: - bxb-10x10 W.W.M CONDITIONED TI ONED - _ ----------------_ TOP OF NEW SLAB BUILDING SECTION ELEV. -6.8' 5 LEDOER CONNECTION DETAIL ;.� DETAILS A-302.01 SCALE: I" = P-0" .... 2 OOYERED PORCH DETAIL SECTION B /A-302 -�o2.ol SCALE: 3/4" = I'-O" PAGE: 50ALE: 1/4" = I'-0" a A-;j DATE: 06/17/21 9 OF 10 �• s p a. pp p U �N-1 LU H r-I LUi wed• Q Z z CN ft ILI 1- J LO EL= I 141 a) � 0 Mid, �, �� ,, � 0 0 ® / �.p PROPOSED 2 STORY NOOD FRAME RESIDENCE N I TH 4 pz It �� t �w ®/ �, BEDROOI"IS AND 5.5 E3ATH -DO I •off PROJECT LOCATION & SCOPE J SITE PLAN &ZONING DATA Z -i 00 ,Z �� �/Q TEST / A% / `.lb � Q Z_ p p tn0 HOLE Sr v EL. I5.v. , ' ` J `� O 8 MI (5-002 .00 GENERAL NOTES z � 4 � ENERGY TABLE Z civ O U �2 r A O Xp `� LL W C4 4a Ro m STRUCTURAL DESIGN CHARTS � _ � Q .. EL= 14.3 -QQ j•QD HOEDOWN, ANCHOR BOLT, � _ p 0 ry STRAPPING, & NAILING DETAILS W o� Dw I ` � REaUIRED SETBt�rKS... .. ... .. ..... .. ...... _ . -......... .......... ..............__. .-..- - -._ - -- - _...__ FASTENING SCHEDULE G ry / FOUNDATION PLAN �U UT R2VN� �� 0 LOT AREA = 15,000 S.F. ; R-40 !-•t- I ® I . U) �s ^ - DETAILS = : J \ \O< \ - - - - U ` J EL- 13 6 � REQUIRED EXIST. PROPOSED COMPLIES Q ® _ ' u PROPOSED t � �? 4w ^ 2 STY. HOUSE / 0 � � .®® FLOOR PLANS � / Q ROOMS EL 14.5 FRONT YARD 35.0 N/A 42.0 YES SCHEDULE 4 BED +� �D ^ SIDE YARD 10.0' N/A 28.3' YES o 2 .ry FFL (16.5) �p / mry• ;/� YARDS IDE 25.0' N/A 501.2' YE5 _ ELEVATIONS C / A EL- o _ - - - _ - =_ ===Ts�z=- __------_ NOTES SPEC I I G><4T I ONS CARPENTRY INSULATION MECHANICAL CONNECTION5: AE35RE Y I AT I O I�l J I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 BETTER (Fb = 815) UNLESS I. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED IT 15 THE ONTRACTORRESPONSIBILITY T•O KEL9 C THIS ON5TRUG-ION DOCUMENT BINDER FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. 1. ALL MECHANICAL CONNECTIONS SPECIFIED AS "SIMPSON" MAY BE -- C 'S - - - - Q OTHERWISE NOTED. FOIL TO BE PLACED TOWARD WARM SIDE. SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. BD. BOARD K KIPS (1000 LBS) U 0 G T06ETHER AT ALL TIMES. IT Is ALSO THE OrITRAGTORS RESPONSIBILITY TO READ ALL NOTES, _ _ _ . _ _ -- SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK 2. ALL LUMBER IN CRAWL SPACES TO BE IS" ABOVE SCRATCH GOAT. MAINTAIN 2. PROVIDE 2" R-10 RI61D FOAM INSULATION FOR EXTERIOR FOUNDATION 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED BFE BASE FLOOD ELEVATION MANU. 5PEC.'s MANUFACTURER'S SPECIFICATIONS 0 8" MIN. FOUNDATION EXPOSURE. WALLS FROM b" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY BY "SIMPSON" MANUFACTURER. _- __ - - - - - WLLJI T-11 GENERAL 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMA6E BLDG. BUILDING MAX. MAXIMUM J W y: d' FOUNDATION WATERPROOFING. 3. ALL LOADING CAPAGI-IES SHALL MATCH EXACTLY OR EXCEED VALUES _ I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE PROVIDE SILL 5EAL/INSULATION. SIZE OF SILL TO BE (2) 2"xb", UNLESS (1) 2"xb" INDICATED IN "SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL BM BEAM MECH. MECHANICAL H Z d' APPLICABLE BUILDING DEPARTMENT. 15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. 3. GENERALLY, UNLESS NOTED OTHERWISE, INSULATE AS FOLLOWS: LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY (n Z N •- q" R-30 FOR FLAT CEILINGS LOADING VALUES ARE LE55 THAN WHAT 15 SPECIFIED BY "SIMPSON' B.O. BOTTOM OF MIN. MINIMUM 1 . z: >_ cq 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. 4_ AT FLUSH FRAMING USE 16 &A&E METAL JOISTS HANGERS BY "TECO" OR - 8.25" R-300 FOR VAULTED AND CATHEDRAL CEILINC75 - - ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING EQUAL. •- 3.5" R-13 FOR 2"x4" WALL CONSTRUCTION 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED BOT. BOTTOM NAVD&5 NORTH AMERICAN VERTICAL DATUM OF IS55 O In Y (.fl STRUCTURE/51TE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. - 525" R-21 FOR 2"xb" WALL CONSTRUCTION - - �! 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENIN65 IN •- 525" R-21 FOR FLOORS 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER B.O.W. BOTTOM OF WALL NYC BG NEW YORK CITY BUILDING CODE 0) O vq 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES FLOORS, ROOFS, AND WALLS. MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. - C) O r-- AND AUTHORITIES HAVING JURISDICTION. MECHANICAL, FUEL ETAS: G.J. CEILING JOIST O.G. ON CENTER m �, co O 6. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER . _ - O 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS,POSTS, AND BATH TUBS, -- _ -_ 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY U.O.N. I. MECHANICAL AND FUEL 6A5 SYSTEMS SHALL COMPLY w/THE SPECIFICATIONS OF THE PRODUCT BEING INSTALLED DBL. DOUBLE OCG. OCCUPANCY Q„ OF THE OWNER/BUILDER NYS MECHANICAL CODE AND FUEL 6A5 CODE 1. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-1/2" BEARING 1. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY DFE DESIGN FLOOD ELEVATION PBFE PRELIMINARY BASE FLOOD ELEVATION Z IO 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS ARCHITECT ir SHALL BE CLARIFIED WITH THE ARGHITEGT/ENOINEER 8RH BEFORE PROCEEDING . MIN. HEADER TO BE (2) 2"xl0" UNLE55 OTHEI5E NOTED. 6LA55 WINDOWS ANGI DOORS DIM WITH THE WORK. I. ALL &LA55 BE TO INSULATED LOW-E,UNLESS OTHERWISE SPECIFIED. 8. ALL CONNECTORS SPECIFIED ASA "SIMPSON" TOP MOUNTED BEAM = - DIMENSION P. GONG. POURED CONCRETE O - _ -_ __ ___ - __ -_- - = W q• ALL HOOD SILLS AND WOOD IN CONTACT WITH MA50NRY/CONCRETE TO BE HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE P.T. 2. 6LA55 DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. D.J. DECK JOISTS PL. PLATE J_ 00 UNLESS APPROVED BY THE ARCHITEGT/ENCINEER. CLEARANCES ARE PROVIDED. EA EACH PLYWD. PLYWOOD � 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE ELECTRICAL: -__- --- - - - - - - - - - _-- - Q z_ (D 1. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ON PACE 6-003. GENERALLY,SHEATHING 15 OF 1/2" THICKNESS ON WALLS AND 3. ALL SLIDING 6LA55 DOORS, SKYLIGHTS, AND ANY 6LA55 UNIT INSTALLED I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM ELEV. ELEVATION P.T. PRESSURE TREATED -� " TA BEFORE THE START OF FRAMING ROOF AND IS OF GDX GRADE,UNLESS OTHERWISE NOTED. SEE FLOOR PLANS WITHIN IS" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED 6LA55, TO 2011 NATIONAL ELECTRIC CODE, NFPA 10 AND 2020 NEW YORK STATE _ _ _ _ __-_ _ _ _ _ C� FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN UNLESS OTHERWISE NOTED. ENERGY CONSERVATION CONSTRUCTION CODE. 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. EQUIP. EQUIPMENT REQ D REQUIRED Z � APPLICABLE. 4. ALL 6LA55 UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH _ - - - _ Q Z � q. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON EXIST. EXI5TING RI R15ER m N 11. TUB FLOORING, GENERALLY, TO BE OF 3/4 THICKNESS AND OF GDX &RADE. MANUFACTURERS SPECIFICATIONS. COMPLETION OF WORK. - - - Lu CD 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, NAILING AS PER FASTENING 50HEDULE ON PAGE 6-003 AND GLUED,U.O.N. CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL 5. ALL HINDOW5 TO BE CAULKED AND SEALED AS PER NEW YORK STATE 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA 12: EXT. EXTERIOR RM. ROOM 12. EXTERIOR SHEATHING TO BE COVERED WITH -TYVEK' HOUSE WRAP OR ENERGY CONTERVA70N CONSTRUCTION CODE. - r- � � - GENERALLY,VERIFY OR PROVIDE HARD WIRED APPROVED EQUAL. SMOKE DETECTORS w/BATTERY BACK-UP IN: F.A.I.- -FRESH AIR INTAKE R.R. ROOF RAFTER O J O 11. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA 6. PROVIDE FLASHIN6 PANS UNDER ALL SLIDING 6LA55 DOORS, WINDOWS, OR -_ AND SHALL NOT BE ALTERED OR BI= REPRODUCED WITHOUT WRITTEN ANY OTHER TYPE OF 6LA55 UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE. FAR FLOOR AREA RATIO STL. STEEL f3. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT A. EACH SLEEPING ROOM _- - - _ _ W PERMISSION FROM THE ARCHITECT. ._ - UNTUf'PORTED EDGE SEAMS OF EXTERIOR SHEATHING. 1. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL F.A.V. FRESH AIR VENT S.V. SMART VENT m 12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND 15 14. PROVIDE 'X' CROSS BRAGIN6 AT JOISTS,STUDS, AND RAFTERS WHEN SPANS SCREE=NS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. B. OUTSIDE OF EACH SEPARATE SLEEPING _ _ - - AREA IN THE IMMEDIATE VICINITY HA FF FINISHED FLOOR TBD TO BE DETERMINED F_ RESPONSIBLE FOR DESIGN INTENT ONLY. EXCEED 8'-O" AND AT EVERY 8'-O". THE BEDROOMS (GENERALLY THE HALLWAY) 8. ALL 6LA55 15 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. GLA55 -_- - 13. THE CONTRACTOR SHALL OBTA114 CERTIFICATE OF OCCUPANCY. 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE AL50 PAGE SHOULD BE 6UARANT.EED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. FF ELEV. FIRST FLOOR ELEVATION TEMP GL. TEMPERED GLA55 w G. EVERY LEVEL OF Dle,CLLING ___ ___ __ - __ _-_ __ _ _.. _ _ 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL 6-003. (BASMENT, FIRST FLOOR, d SECOND FLOOR, ETC) V q. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR IS TO SUBSTITUTE WITH F.J. FLOOR JOISTS THK. THICK - J TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL Ib. APPLY ALL CONDITIONS ADDRESSED IN FA5TENING SCHEDULE AS ANOTHER WINDOW MANUFACTURER, IT 15 THE RESPONSIBILITY OF THE _ __ - - J RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN 6LA55 AND LEAVE WORK NECESSARY. CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH WOOD RAMING MATERIAL STANDARDS FRGE FLOOD RESISTANT CONSTRUCTION ELEVATION T.O.W. THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE . TOP OF ALL w THE PROVISIONS OF THI5 STANDARD ARE NOT INTENDED TO PREVENT THE USE - - -. - - - BROOM GLEAN. _ - Q � 11 PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES 6-003. CHARACTERISTICS ARE A5 FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY FR. FRAME Tr TREAD 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL ROUGH OPENING,U-FACTOR, LIGHT AREA,VENT AREA, AND E&RE55 PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING - -- LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL GORES 18. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. REQUIREMENTS. JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED FRPR. FIREPROOF TYP. TYPICAL � ' AND ORDINANCES. GENERALLY,SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR - - . FLOOR SHALL NEVER EXCEED A ib" SPAN. 10. WINDOWS IN TUB/5HOk*,ER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE GYP. BD. GYPSUM BOARD U.O.N. UNLESS OTHERWISE NOTED Ib. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF TEMPERED 6LA55. SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THIS DOCUMENT -- . THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER let. AT ROUGH OPENINC75 PROVIDE ALL APPLICABLE NAILING AND 5TRAPPIN6 (THIS DOCUMENT IS TO MEAN A REFERENCE TO THE CURRENT AMERICAN WOOD H.D. HOLD DOWN V.I.F. VERIFY IN FIELD COMPLETION OF PROJECT. AS PER PAGE 6-003. COUNCIL'S WOOD FRAME CONSTRUCTION MANUAL AND THI5 P5 FORMAT, AS -____ ___ --- ----_------- - .-. _- -- -- - - - - , - -- - - _ - _ - PLUMBING APPLICABLE AS A DERIVED WORK). HDR HEADER W/ WITH 11. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, 20. "P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN I. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN,WASTE,AND VENT (DW) .- ___ - --- --- - --- -_ - -- - - _- _ - -- - _ . - _ ARCHITECT/ENO NEER, AND THEIR A&ENT5 AND EMPLOYEES FROM AND . IDENTIFICATION: ALL SOLID-5AWN LUMBER, GLUED LAMINATED TIMBER, AGAINST ALL CLAIMS,DAMAGES, LOSSES AND EXPENSES, INCLUDING ACCORDANCE w/AWPA 622;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD SYSTEMS TO NYS PLUMBING GORE AND NYS DECDEG REGULATIONS. HNGR HANGER WD. WOOD - - - PREFABRICATED WOOD I-JOIST5, STRUCTURAL COMPOSITE LUMBER, ----._- ---_ ___ - _ ---. - - __ - TREAT LUMBER w/COPPER NAPTHENATE WHICH SHALL CONTAIN 255 COPPER _ ATTORNEYS FEES ARISING OUT OF oR RESULTING FROM THE PERFORMANCE OF PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL METAL BY REPEATED BRUSHING,DIPPING, 0R SOAKING UNTIL THE WOOD 2. PROVIDE HOT AND' GOLD SHUT OFF VALVES AT ALL FIXTURES. INSUL. INSULATION ZR ZONING RESOLUTION THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMA&E, LOSS OR EXPENSE (A) AB5ORB5 NO MORE. ALSO,FOR HARDWARE USED WITH P.T. LUMBER, PANELS,SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING _-__ - ____- -__ _- - __ -__- __ - _- -,- ------ __ __ -_ 15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS,DISEASE OR DEATH OR TO CONTRACTOR IS TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANGES IN DIRECTION RULES SPECIFIED IN 1.1 THROUC714 I.B. INT. INTERIOR INJURY TO OR DESTRUCTION OF TANOIBL.E PROPERTY (OTHER THAN THE WORK MANUFACTURER SUCH A5: HANGERS, NAILS,SCREWS,FLASHING,ANCHOR BOLTS, AND AT BASE OF VERTICAL WASTE PIPES. ITSELF INGL.UDING THE LOSS OR USE: RESULTING THEREFROM). (B) 15 CAUSED IN -- - - - - --- - -- - I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, WHOLE OR IN PART BY ANY NE61-lelENT ACT OR OMISSION OF THE ETC. FOR ROGATIONS SUCH A5: LEDGER 150.,SILL PLATE,DECK CONSTRUCTION, INCLUDING END-JOINTED AND EDGE-GLUED LUMBER,SHALL BE IDENTIFIED CONTRACTOR,ANY 511BGONTRAGTCR, ANYONE DIRECTLY OR INDIRECTLY ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. 4. USE 4 CAST IRON THROUGff FOUNDATION WALL AND PITCHED AT I/8 PER E MPLOYED BY ANY OF THEM,OR ANYONE FOR WHCUSE ACTS ANY OF THEM MAY FOOT. BY THE 6RADEMARK OF A LUMBER 6f?ADIN6 OR INSPECTION AGENCY EM LIABLE REGARDLESS E WHETHER NE NOT IT 15 CAUSED OTO IN PART H A 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM,SUCH AS THE A. TRUSS JOIST MGMILLIAN I.clE MICROLAM 5. GENERAL TRAP AND WASTE SIZES AS FOLLOWS,UNLESS OTHERWISE NOTED: AMERICAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE PARTY INDEMNIFIEI- 'fEREUNDER. B. &EOR61A PACIFIC 2.OE 6-P LAM - DISH WASHER........................................2 61RADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR PSL (PARALLEL STRAND LUMBER) DENOTES: - KITCHEN SINK.......................................2" INSIGNIA OF THE GRACING AGENCY WHICH COMPLIES W _--___--ITH THE - HOLDONN DETAILS T`I"' C I GAL NA I L I NO/STRAFF I NO REOU IRE1MENTS FOR FASTENING SCHEDULEa o ALL HARDWARE TO BE INSTALLED AS PER MANU. SPEG.'s;MANUFACTURER UFL I FT, SHEAR, LATERAL N I ND RES I STANCE NOTE: THI5 50HEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS Q U � (SEE PI 5-005 FOR 5TRAPP I NC AND NAILING REGU I REMENT5, p SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED AND ROUGH OPENING FRAMING REQUIREMENTS) W W "ALL STRAPPING TO BE V4"x 20 GAUGE** -- "SIMPSON" EQUIVALENT - C520 (COILED 5TRAP) ALL NAILING 15 A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERN15E .W.1 UJ >; � FUSE IOd NAILS IF STRAPPING 15 OVER PLYWOOD; TYP. FOR ALL (5GHEDULE A5 PER AWG 2015 PI FRAME CONSTRUCTION MANUAL TABLE 5.I) �-- Z FASTENER 5PE0. FASTENER Z N HOEDOWN � � H0LDOAN �B' DESCRIPTION AND QUANTITY 5PAGIN6 F— J LO CONNECTION A NA I L I NO ORD O LO Y (6 FOR NEW d EXIST. ROOF GE I L I NG FRAMING J O J � FOUNDATIONS � h - � � � I.DIM's ARE ALL MIN.K's BASED ON USE OF ONLY A Ibd Lo COMMON NAIL w/o PRE50RED HOLES. "I IM O ENDWALL RAFTER TO TOP PLATE (TOE-NAIL) BEE PAGE 6-003 PER RAFTER O ENDVVAEL (3) 2x FULL CORNER STUD AT RAFTER TO RIDGE 2 2.WOOD 15 ASSUMED TO BE OF,02 d BTR. IN DRY USE Q. (3) 2X FULL R.R. • SERVICE HEIGHT 5�JD� HEIGHT STUD ONNECTED TO CONNECTION: 2' GEILIN6 JOIST TO TOP PLATE (TOE-NAIL) SEE PACE 6-003 PER JOIST �" p CORNER STUD TRANSFER SHEAR 3.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL - - - - Z NNEC\\ TRANSFERSHEAR �h • • • • • • • • (EVIDENT ETNEP6 EMBER INSTALLATION PREBORE THE NAIL GEILIN6 J015T TO PARALLEL RAFTER(FACE-NAIL) SEE PAGE 6-003 EACH LAP 0 W SIMPSON HDQB 3 B d COMMON HOLDOWN ANCHOR ■ 2-Ibd COMMON FOR STRAP - • • 2-Ibd COMMON NAILS ® EA. END OF STRAP. • 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED J 00 • LOCATIONS NOTED / NAILS m 6' O.G. d • • GEILIN6 JOIST LAPS OVER PARTITIONS (PAGE-NAIL) � el-16d COMMON EACH LAP Z _ NAILS O b" O.G. d T • 5.SEE SECTION b FOR ANY REQ'T TO CLINCH THE NAILS(TO - Q > 0) O ON PLANS 10' O.G. IF BLOCKED • • O' O.G. IF BLOCKED CORNER P05T FOR ROOF SLOPES UNDER 5:12 WITH C.J G.TIES TOISHTLYCBOND O OlTHE END OF THE NAIL TO A 40" ANSLE,SEE COLLAR TIE TO RAFTER (FACE-NAIL) SEE PAGE 6-003 PER TIE J � CORNER POST ROOF SPANS OF 24 OR GREATER, USE 4 8 d COMMON NAILS 'SIMPSON" HDQB EA. END OF STRAP FOR ROOF ry b.DIMENSIONS ARE DERIVED FROM THE NOS COMMENTARY BLOCKING TO RAFTER (TOE-NAIL) 2-5d COMMON EACH END p' HOLDOWN ANCHOR o " SECTION 12.4-PLACEMENT OF NAILS d SPIKES d TABLE Z �; "d" LOCATIONS NOTED - SLOPES OF 5:12 AND GREATER. GR 4-1. e� ON PLANS RIM BOARD TO RAFTER (END-NAIL) 2-I6d COMMON EACH END J cV UJI (D CONNECTION BI B2 AT RAFTER TO TOP PLATE TO STUD U) IIx � G©NN cTION: HALL FRAMING r LO HOEDOWN INSTALLATION OPTIONS: • 52 � J O FO NEW P. GONG, FOUND.'s FOR STRAP - E5 d COMMON NAILS TOP PLATE TO TOP PLATE (PAGE-NAIL) 2-Ibd COMMON I PER FOOT - - W HOLDOWN CAST IN PLACE v4/ 7/5"4) THREADED ROD • • EA. END OF STRAP: • • FOR EXIST P CONC. OR NEWLY CURBED FOUND.'s • • s� WHEN IN TOWN OF ISLIP OR NAILING TOP PLATES AT INTERSECTIONS (PAGE-NAIL) 4-Ibd COMMON JOISTS - EA. SIDE 7/8"4, THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO NOTE GEOMETRY EXCEEDS THAT PERMITTED IN • • - H CONCRETE w/ "SIMPSON" SET(HIC7H 5TRENOTH EPDXY B1 MAX. NAILING GRID ABOVE UTILIZE STUD TO STUD (PAGE-NAIL) 2-Ibd COMMON 24" O.G. FUN_ Lj ADHESIVE), b FOR TEMP.'s O"F-40"F USE "SIMPSON" AT • • 51MP50N # H2A (OR EQUAL) RAFTER TIE (HIGH STRENGTH ACRYLIC ADHESIVE) HEADER TO HEADER (PAGE-NAIL) Ibd COMMON Ib" O.G. ALONG EDGEB � U FOR TOENAILING - 5 8 d COMMON NAILS - - FOR EXIST /NEW G.M.U. (GONG. BLOCK) USE SAME ; TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-Ibd COMMON PER STUD FILL TOP 2 COURSES SOLID d CAST IN PLACE HOEDOWN CONNECTION FOR G.J. TO R.R. - q 16 d COMMON NAILS BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, a w/'7/5",P THREADED ROD REMIREMENT5 FOR 2-I6d COMMON 12 PER FOOT RAISED CJ.'s(WHEN - AT G.J. TO G.J. CONNECTION: END-1015T, or BLOCKING (PAGE-NAIL) " APPLICABLE) FOR EA. PLATE TO STUD ABOVE d OR BELOW - - - - HOl_DOWN 'G HOLDOAN �D _ _16_d COMMON NAILS FOR G.J. TO G.J. - Q 16 d COMMON NAILS FLOOR FRAMING FOR NEW a EXIST. RED CONNECTION GI $ G2 JOIST TO SILL, TOP PLATE or ORDER (TOE-NAIL) 4-5d COMMON PER JOIST FOUNDATIONS FOUNDATION o ONE STORY ONLY (3) 2x FULL NDWALL HEIGHT STUD GONER SnJp - BRIDGING TO JOIST TOE-NAIL) 2-5d COMMON EACH END NNECTED TO ° BLOCKING TO JOIST (TOE-NAIL) 2-5d COMMON EACH END TRANSFER SHEAR T D TO FLOOR 55 BL --- ----------- ----------------- • G2 TO STUD CONNECTION: BLOCKING TO SILL or 3-Ibd COMMON EACH BLOCK "SIMPSON" HDQB (3) 2x FULL ''� TOP PLATE (TOE-NAIL) HOEDOWN ANCHOR o _, 2-Ibd COMMON HEIGHT STUD • ° LOCATIONS NOTED NAILS m b" 0.0. d - G I FOR STRAP - 3 8 d COMMON LEDGER STRIP TO BEAM (FACE-NAIL) 3-Ibd COMMON EACH J015T ON PLANS �C O.G. IF BLOCKED - - - - - - - - - - CORNER POST _ : ° � NAILS ® EA. END OF STRAP JOIST ON LEDGER TO BEAM (TOE-NAIL) 3-56 COMMON PER JOIST i ° I FOR EA_PLATE TO STUD ABOVE 4 OR ------------- - -------- -- - - ------- ------- -- -- - -- - - BELOW 2 d COMMON NAILS 2-I6d COMMON o BAND JOIST TO JOIST (END-NAIL) 3-I6d COMMON PER JOIST NAILS a b" O.G. BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON ' PER FOOT - ROOF SHEATHINO --- ------------------ --- --- STRUCTURAL PANELS: INTERIOR ZONE "SIMPSON" STHDI4RJ CONNECTION DI :$LP.21 ad COMMON b" EDGE / 12" FIELD SOLID PERIMETER EDGE ZONE ° ad COMMON b" EDGE /b" FIELD HOEDOWN INSTALLATION OPTIONS: BIAGKIN6 GABLE ENDWALL RAKE OR RAKE TRU55 w/ ad COMMON 4" O.G. o EA.SAY UP TO a" RAKE OVIMFZHANC FOR NEW P CONC. FOUND.'s - HOLDOWN CAST IN PLACE: w/7/b"O THREADED ROD • GE I L I NC SHEATHING • AT STUD TO FLOOR ASSEMBLY TO SILL FOR EXIST P. CONG. O NEWLY CURBED FOUND.'s • = PLATES) CONNECTION: D2 GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD THREADED ROD (P!ZE-DRILLED) EMBEDDED 12" INTO _ - -- CONCRETE w/ "51MPSON" SET(HIGH STRENGTH EPDXY 1/2" MIN. _--_ = -- ADHESIVE), d FO TEMP.'S O0F-40°F USE "SIMPSON" AT - GORIMd=R (HIGH STRENGTH ACRYLIC: ADHESIVE) , ° FOR STRAP - 3 8 d COMMON NAILS ® EA. - --- - - HALL SHEATHING ONE #4 REBAR • END OF STRAP (WRAP STRAP UNDER SILL PL) SPECIFIED O FOR EXIST. /NEW G.M.U. (C.ONC,. BLOC TYP. FOUND. NOTEPLATE - -- - -- - -_ - -- - _- _ FILL TOP 2 COURSES 501-ID d CAST IN PLACE HOLDOWN n ° FOR EAI d COMMON AABOVE OR BELOW - -'- --- _ STRUCTURAL PANELS H/1/5"O THREADED ROD ad COMMON b EDGE / 12 FIELD w ALTERNATE CONFIGURATION - ABOVE STUD TO i - - - -- --- - - - - „ i - --_ _ - -- - ------ - ------ - _- -_ 0 FLOOR CONNECTION w/ # LPT4 SIMPSON (OR GYPSUM WALLBOARD 5d COOLERS - 7 EDGE / 10 FIELD - - EQUAL) a PLATFORM TO SILL PLATES ad NAILS o EA.END N D O ASD O O R HEADER STANDARD/ALTERNATE OF EA.STRAP To - --- - - - - -1I- -- w I NAIL I NCS/STRAi��I NO @EA.J0157-(FOR FLOOR SHEATHING (SUBFLOOR) ALTERNATE USE SIMPSONNOTATION: A - NUMBER OF bd NAILS o EA. END OF 5TRAPPING(2015 VI TABLE 3.7,P. 154) CONNECTION E STRUCTURAL PANELS: T I" or EE55: - - -- B - NUMBER OF SILL STUDS-ON FLAT(DOES NOT APPLY TO DOORS) (2015 WFCK TABLE 3235,P. 241) 10 COMMON b" EDGE / 12" FIELD .- - G - NUMBER OF FULL HEIGHT KING STUDS• EA. SIDE OF HEADER(2015 WFGM,TABLE 3230,P. 242; • ---- -- ----- _ - -- -- --- - - - --- - GREATER THAN I : IOd COMMON 6 EDGE / 12" FIELD � - - ALTERNATE AS PER TABLE 323D,P. 243) NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED b O.G • AT THE PANEL EDGE. D -NUMBER OF Ibd NAILS,END-NAILED THROU611 ADJACENT KING STUD TO END OF HEADER® EA. SIDE AT STUD TO FLOOR ASSEMBLY TO SILL ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING 15 REDUCED. i --D (2015 1^ CM,TABLE 3.7,P. 184) FOR EXAMPLE, IF WALL 5HEATHIN6 IS NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER A E -NUMBER OF JACK STUDS o EA. END OF HEADER(2018 WFGM,TABLE 32217,P.285) PLATE(5) GONNEGTI ON SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR G F -NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT JACK STUD' TO END OF 51LL(5) m EA. 51DE SLAB ON GRADE APPLICATION: - ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. ED ARC ff (DOES NOT APPLY TO DOORS) (2018 VyFGM,TABLE 3.8,P. 141) WHEN WALL 5HEATHINC 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16D NAIL PER FOOT. �� M. E— FOR STRAP - 3 8 d COMMON NAILS ® EA. s - FOR ROOF SHEATHING WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4- ON EACH END OF STRAP (WRAP STRAP UNDER SILL PL)• SIDE OF THE ROOF PEAK,THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL B1E O FASTENING 5GHEDULE B >= USED. ' , t� .V --F ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENIN65 FOR EA. PLATE TO STUD ABOVE 4 OR BELOW - y} $, (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2015 E PITI01� _2_ _16_ d COMMON NAILS I A NOTATION "9 ROUGH A B G D E F 6 OF N OPNG �= 2'-0" 2 I I I I 1 PROJECT: 4'-0° 4 1 2 2 2 - 2- Si�L I � I NO ®� T®� i�LAT�� C-ABLE ENDAALL BRAG I NO/STRAPPING TSC " - PROVIDE (2) 2"x10" HDR (MIN) U.O.N. b'-O" 5 I 3 3 3 3 RAKES (B) - REQUIRES SILL PLATES OF .2 xb (MIN.) - - TOP PLATE -_ --- - BLOCKING 2 F�LESS PROVI� RESIDENCE 4 4 4 SPLICE ---} TOP PLATE SPLICE REQUIREMENTS 7OP PLATE SPLICE REQUIREMENTS BAYS BACK o BLOCKING 0 12"O.G. _ LENGTH FOR WIND - EXPOSURES BefG - FOR WIND - EXPOSURES BbG - 4'-O" O.G. TO AGHEIVE RAKE O.H. ALL OTHER GA5E5 ONE STORY SLAB ON GRADE ROOF BUILDING MINIMUM 5PLIGE'�",4 BUILDING MINIMUM 5PLIGE'"14 DIMENSION (FTJ LENGTH (FT) DIMENSION (FT.) LENGTH (FT.) 1680 SEAWOOD DRIVE 5d NAILS � SOUTHOLD, NY 11971 12--0" 2'-0"/2'-6" 12'-O" 3'-O" OF EA.STRAP 161-0" 3'-0"/3'-a" Ib'-o" 4'-0" ATTIC, DRAWING TITLE: ANG#�OR BOLT Si�EG I F I GAT I ONS - -- 20'-0" 4'-O"/5'-O" 20--O" 5'-O" --- -- ----- -- TBLOCKING 2 BAYS b'-12' SPECIFICATION (2018 WFGM TABLES 3.2A d 3.25, P. 167-160) 24--O" 4'-0"/5'-0" 24'-0" 6_01. BACK m 4'-0" O.G. CORNER 3q• CONDITION FOR ALL STRUCTURES: 5/8"I ANCHOR BOLTS ® 3a" O.G. • 32'-0" b'-O"/7'-6" 32'-O" SECOND FLOOR PAGE: o NOTES: I.TABULATED SPLICE LENGTHS ASSUME TOP PLATE-TO-TOP PLATE CONNECTION USING 2-I6d NAILS Plfit FOOT.FOR SHORTER SPLICE �� LEN6TH5,THE NAIL 5PAGIN6 SHALL BE REDUCED IN ORDER TO 40-O b-O /10-O 40-O' I I-O BLOCKING 2 BAYS I. MIN. 1" EMBEDMENT INTO CONCRETE PROVIDE AN EQUIVALENT NUMBER of NAILS • -- ------ - -- - BACK m 4'-0" O.G. G-003m00 END w/ 3" SQUARE HASHER-5 AND END NUT SETUP; 15" EMBEDMENT FOR G.M.U. (BLOCK) FOUND. d FILL 2.TABULATED SPLICE LENGTHS Af_UME A BUILDING LOCATED 50'-O" 10'-0°/12'-6" 50'-O" 13'-O" TYP.STRAP w/(5) CONDITION IN ExPosuRE B ----- -- -- _ -- - -- -- - - - -- -- sd NAILS EA. END TOP TWO COURSES SOLID n 3.TABULATED SPLICE LENGTHS ARE BASED ON 5 FOOT WALL 60'-0" 12'-O"/15'-O" 60'-O" I6'-O" OF EA.STRAP HEIGHTS FOR OTHER WALL HEIGHTS,H,THE TABULATED UNIT --- -- --- 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR LATERAL LOADS SHALL.BE MULTIPLIED BY We; FLOOR DATE: 06/26/20 3 OF 10 PLAN DIAGRAM OF ZONES OR REPLACED BY HOLD DOWNS FOR SHEARWALLS FOR ALTERNATIVE WALL HEIISHTS MULTIPLY THE ABOVE 70'-O" 14'-O" 7o'-O" la'-O" FIRST NOTED MIN.SPLICE LENGTH B'(THE FOLLOWING FACTOR - ---- - __---- - _. . __.--- --- - -- - -- ---- _-- --- - - .. 3. ANCHOR BOLTS ARE TO BE BETWEEN b" d 12" (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT). -0 161-011 60'-O" 22'-O" FROM ENDS AND CORNERS (TWO ® CORNERS) q'WALL- 1.12s - ---- -- _ -- -- - -- -- .._ - - - - -- IO'WALL- 1.25 - -- - BLOCKING 2 BAYS (SEE DIAGRAM TO LEFT) 11'WALL- I.3'15 12'WALL- 15 THIS COLUMN w/MULTIPLIER BACK• 4'-0" O.G. , 4. COORDINATE w/ HOL.DOWN LOCATIONS FOR Io-o•wALL 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL MISCELLANEOUS FRAMING GRAPHICS CONTINUOUS E3UILT-UP ORDERS, 5 OR MORE SUPPORTS Ba N I /� �I/�" (THAT EXCEED FRAMING STANDARDS, IT IS REO'D FOR FRAMER TO HAVE A � I R�1�L®GK I I�tl� FOR �Lf�tT�oRM W®®D �R�M I�1L./ O WORKING KNOWLEDGE OF THE AMERICAN WOOD COUNCIL [AWG] DETAIL BOOK CONNECTION PATTERN SCHEDULE eETwEEN I/b ASSEMBLY REG2UREMENTS: (FOR ENGINEERED LUMBER [le. WOOD I-JOISTS] SEE MANU. SPEG.'s FOR ADDITIONAL INFO.) Q v AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL GORE) a 1/4 OF A WHEN 61RDER5 MADE UP OF JOISTS NAILED CONNECTION DESCRIPTION �� TOGETHER SIDE 5-T 51DE ARE CONTINUOUS OVER W Lu BLOGKINCG PATTERN THREE OR MORE 5UPFORT5, JOINTS ARE TO BE I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES J Ww > UNDER LOAD BEARING WALL AS FIRE-5TOPPIN6. MAX.32" LOCATED BETWEEN ONE SIXTH AND ONE QUARTER NON-LOAD BEARING WALL OFFSET FROM SUPPORT A (2)ROHS 10d NAILS 012"O.G. P THE SPAN LENGT-1 FROM AN INTERMEDIATE ~ Z 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE J015T Q ( ) SUPPORT. NO TWO ADJOINING JOISTS, NOR MORE SERVES AS FIRESLOPPIN6. Z N OS STUD s (3)Rows Iod NAILS a 12•o.c. p THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE _ >"' r 5UBFLOOR (2)ROWS 1/2114)BOLTS o 12"O.G.STA56ERED; JOINTED ON THE SAME SIDE OF THE SUPPORT. 3. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLEO L0 SUBFLOOR G DBL.a ENDS TWO-PIECE PLATE SERVE AS FIRESTOPPIN6. 0O (b BUILT UP 61RDER P MAX.52" O SOLE PLATE �-{ NAILING: -� a (2)Rows I/2^ m BOLTS e Ib"Oz. TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE 4. FOR PLATFORM FRAME GONSTRUGTION: THE DOUBLE O O (` SOLE PLATE JOIST 5ERVE5 AS FIRE5TOPPIN6. u E (2)ROWS I/2" m BOLTS a 24"o.C. SIDE WITH IOd NAILS, TWO NEAR EACH END OF O 4 m O BETPEEN 1/6 EACH PIECE, OTHERS STAGGERED WITH A DISTANCE 5 5. FIRESTOPPING SHALL BE 2 INCHES OF WOOD BLOCKING (2)ROWS 5-5/6"TRUSSLOGK 50RE 45 a 12"O.G. t 1/4 OF A OF 16 INCHES BETWEEN NAILS IN A HORIZONTAL OR OF NONCOM-BUSTIBLE FILL. 0- F SGREN!£D ON(1)51DE OF MEMBER LINE; OR GIRDERS ARE TO BE NAILED FROM EACH G (2)ROWS 3-3/b•TRUS5LOCK SGREwS o Ib"O.G. P SIDE w/ IOd NAILS, TWO NEAR EACH END OF EACH 8 6. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE Z O AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN SCREWED ON(U slaE of MEMBER J015T, OTHERS STAGGERED w/ A DISTANCE OF 32" � _ O (2)ROWS 5-5/b•TRUSSLOCK 5cREWS o 24'O.G. BETWEEN NAILS IN A HORIZONTAL LINE. JOISTS SERVE AS FIRESTOPPIN6. = LLQ JOIST H SCREWED ON(1)51M OF MEMBER P THREE-PIECE '7. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND -j00 MAXIMUM OFFSET (2)ROWS 5"TRUSSLocl<5--RENS a 12"O.G. MILT UP GIRDER MAX.52" THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS Z J015T DEPTH,d SCREWED ON BOTH SIDE OF MEMBER p Q O NAILS ON EA. SIDE w/ TWO NEAR EA. END OF EA. 4 SERVE AS FIRESTOPPIN6. Z O MATCHED SIZE OF BLOGKIN6 FIRESTOPPIN6 AND K (2)ROws 5"TRUSSLOCK SCREWS a Ib"O.G. PIECE, INCLUDING INTERMIDIATE JOINTS, AND w/ THE _ 0 UNDER NON-LOAD BEARINE 50REHM ON BOTH 51DE OF MEMBER 3 8. THE HEADER SERVES AS FIRE-STOPPING. BLOCKIN OTHERS STAGGERED w/ A DISTANCE OF NOT MORE J � O PARTITIONS a 52" O.G. STUD Y L (2)Rows 5"TRln5LOGK SCREWS a 24'O.G. BETWEEN vb THAN 32" BETWEEN NAILS IN A HORIZONTAL LINE. ' DOUBLE PLATE SCREWED ON BOTH SIDE OF MEMBER a V4 OFA = Q q. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL Z �'; '� 10jo BE GE I L I NO BRAG I NG � P FOUR-PIECE CIDERS ARE TO BE ASSEMLED AS =-- ------ STR�6ERDTOESERVE AS PIRES5 IN TOPPIN6.N ADJACENT TO m J N 0ANT1 LEVERED FLOOR I.BEAMS ! HEAVERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED w/ 20d NAILS AS SPECIFIED -' LL LV CD GABLE ENDWALL PLAN SHALL IJSE CONNECTION PATTERN'A'WHEN b"OR SMALLER FOR THE THREE-PIECE GIRDER. 0 lo. TF E SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR � _ � t CONNECTION PATTERN 'B'WHEN IO"OR LARGER P FRAMING SHALL BE FIRESTOPPED AT THE BOTTOM WITH APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL 2.WHEN SCREWING OR NAILING FROM BOTH SIDES of MEMBER- FOUR-PIECE ANCHORING: 2 O Q STUD HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH OFFSET FASTENER5 1/2"FROM ONE 51DE TO THE OT1VR BUILT UP GIRDER GIRDERS ARE TO BE SECURELY ANCHORED TO0 I J O GABLE END P FIRESTOPPIN6 SHALL NOT BE REQUIRED WHEN THE BOTTOM OF SUBFLOOR SOLE PLATE 2'x4"CONTINUOUS MASONRY PIERS, NAILED TO WOOD P0575 OR THE VERTICAL OPENING I5 SEALED BY PLASTER ON THE GEILIN6 W LATERAL BRACE o b'O.G. BOLTED TO STEEL COLUMNS. AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BE BAND JOIST' 2) IOd NAILS TRJ55 OR LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL G.J. 5HRINKA&E CRACKS OF THE INTERIOR FINISH. PLASTER GEILIN6 ON H •I, N A I L I N C PATTERNS FOR SIDE LOADED E E A M S 00 . FLUSH 5 E A M S) PLATFORM FRAME CONSTRUCTION NONCOMBUSTIBLE LATH, EXTENDI N5 TO CHIMNEY FACES, WILL SERVE V 10)8d -LOCATIONS REQUIRUN6 FIRESTOPPIN6- AS FIRE5TOPPIN6. �W„ V NAILS FIRE- FIRE- WOOD FIRE- FIRESTOPPIN6 - .I STOPPING STOPPING FIRE- FIRE- SOLE V J FASTENING RECOMMENDATIONS FOR 51DE-LOADED, STOPPING STOPPING m MULTIPLE-PIECE MEMBERS rmQ JOIST 5d COOLER NAILS o 10" o.c. NAILED' BOLTED' --- -- _ VERTICAL .. ... .. 2"x4" BLOCK NAILED TO EA.BRAGS 2 ROWS Ibd 3 BOYS Ibd ]RoISK' 2 RROYSIS' 2 ROW5V FIRESTOPPING v4fN LOCKING w/(4) IOd NAILS COMMON COMMON TS 24• &ALTS BOLTS COVERING 15 APPLIED 20 gQ.STRAP a 12'OL 01210.6.� OL.sTA6BB�I •1.7'OL. •b'OL. 5 GYPSUM BOA LOCATION I LOCATION 2 LOCATION 3 ro UNDERSIDEOI OF TWO ROWS 12'O.G. THREE ROWS 12"O.G. JOISTS � LOCATION 4 DOUBLE PLATE f Sd COOLER NAILS o 10'O.C. (10) 8d NAIL BEAM SELECTION w/ STD. NAILING J015T SHALL BE LOCATED DIRECTLY NOTE:. - - ENa►NALL S AS NOTED IN NOTES 7 it 8 5 NONGorSTOP sLmINS LONE DENOTES ALT.FOR USE OF DRYWALL SCREWS FIRESrOPPIN6 OF&IR 7E VER STUDS,UNLESS TOP PLATE 15 4"a EDGE/12"a FIELD FULLY BLOCKED �� GIRpLR I.TOP AND BOTTOM RDYS SHOULD BE 2'FROM EDGES WOOD FIRESTOPPING �. DESIGNED TO CARRY THI_ LOAD SCREWS K6- V4 TYPE W OR 5 FIREsroPP'NG LOCATION 5 LOCATION 6 2.HOLT HOLES ARE TO BE THE SAME DIAMETER AS THE BCrLT AND SHOULD BE LOCATED 2' Two ROWS 24.O.G.STA&SERED TWO ROW5 b"O.G. FROM THE TOP AND BOTTOM OF THE MEMBER EVERY BOLT'MU5T EXTEND THROUGH THE FULL _ THIGKNE55 OF THE MEMBER USE WASER5 UNDER HEAD ANS HIT. INTERIOR STUD DETAIL OVERLAID ROOF B.STAGGER EACH ROW OF FASTENERS BY 12". 2'5PAGE NOT ATTACHMENT ® VALLEY 4.FOR A THREE-PIECE MEMBER,THE SPECIFIED NAILING 15 FROM EACH SIDE. TO BE FILLED NONCOMl3 -MBLE FIRESTOPPING FIRe5TOPPING APPROX.I INCH THICK S.FOUR-PIECE MEMBERS SHOULD ONLY BE USED I,+EN LOADS ARE APPLIED TO BOTH 511PE OF THE MEME+B2 b.VALUES FOR NAILING CONNECTIONS MAY BE DOUBLED FOR b'O.G.OR TRIPLED FOR 4'O.G.NAIL SPACING. LOCATION 1 STD NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS: l �\ STRAPPING w/ 1.2 ROYS OF Ibd COMMON NAILS 02'OOJ FOR DEPTHS 12'OR LESS FIRESTOPPING 4 bd NAILS LOCATION 8 LOCATION q a EA.END o RR a.5 ROM OF 1bd COMMON NAILS 02.O.G)FOR DEPTHS OF I41,Ib'4 W. LOCATION 10 FULL WIDTH 2'x BLOCKI Z i tu CONSTRUCT I ON DETAILS Jul I ND LOAD FA7H CONNECT 1 ON DETA I LS TOP PLAT: DRILL 2"m INTO RoOP DECK FOR STRAPPING INSTL. NOT TO SCALE INTERSECTION DETAIL r-EXIST.ORNEN NEW R.R.SET w/ / R.R.BELOW UPPER TOP PLATE LAPS 4 IOd Nlk7U5 LOVERTOE NAIL NOTED DONT.$LOCKING TOP PLATE SPIKED TO R.R'b I R.R.A5 5H0`M KING STUDS--- j PLAN VIEW Old: SIMILAR a 'SHmWOOD JO I ST - WOOD JO I S - ROOF,RR. IN LINE CRIPPLE STUD -_ --- ~ Z W BLOOK I NO ---_ - - --_ JOIST HANGER HEADER o OENERAL REGtU I'REMENTS FOR GENERAL REQUIREMENTS FOR - • • " - -- - -- -- 1 INSTALLATION OF CLINCHED NAILS INSTALLATION OF TOE-NAILS GIRDER/HEADER -= JACK STUDS a WOOD O I RDER WOOD JOIST - IN LLI ,�. $. JOIST FRAM 11`dO OVER WOOD O i RDER JOIST FRAMING FLUSH WITH GIRDER/HEADER TYP I GA L HEADER CONNECTION D ARC Ax \ I. TOE-NAILS SHALL BE DRIVEN m AN ANGLE OF �-DIAM•x 5 APPROX. 30" w/THE MAIN MEMBER E STARTED APPROX. 40 .' '_ )s THE LENGTH OF THE NAIL FROM THE MEMBER END, I. NAILS SH, BE DRIVEN PERPENDICULAR TO A SHOWN ABOVE r THE MEMBEI STRAIGHT THROUGI H AND BENT OVER 0 � A MIN. OF (° NAIL DIAM.'s AT A 140° ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN 'i MEMBER,FOR THIS APPLICATION,SHALL BE AT LEASTa ' 51X TIMES THE DIAM. OF THE NAIL RAFTER -- - - N� : ;� - k. 3. TO AVOID SPLITTING,NO MORE THAN 2 TOE NAILS SHALL ______ - ` �1,d� BE INSTALLED IN EA. SIDE OF A RAFTER OR GEILIN6 JOIST WALL STUD WALL STUD WHEN FASTENED TO A 2"x4" TOP PLATE OR 5 TOE NAILS BOTTOM PLATE - -- BOTTOM PLATE O� NES IN EA. SIDE WHEN FASTENED TO A 2"xb" TOP PLATE. BATHTUB - SUB FLOOR DOUBLE JOIST _. DOUBLE JOIST - ' - TOP PLATE _- PROJECT: GH I M. CHASE SECURING @ STD. SIDE WALL WALL STUD TSC -- - ------- RESIDENCE "-OI€ (51M. a CHASE WITHIN PLANE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARING WALLS ALTERNATIVE RAFTER TO WALL STUD CONNECTION w/5TV:;)5 TO ATTIC FLOOR # BLK'6 TO 1680 SEAWOOD DRIVE R/L SIDES w/STRAPPING TO R/L SIDES) _ SOUTHOLD, NY 11971 tu P PLATE • O WIND RES 1 STANT CONSTRUCT 1 ON CONNECTORS T'HIM. CHASE WALL Q U -- - --- --- - _- --- ----------- ` --- - -_ DRAWING TITLE: - - CONNECTION LOCATION: PART NUMBER: NOTES: - - ---- - z - -- - -- - - - - - - - --- - ------- - _ ---- FRAMING GRAPHICS o RIDGE-TO-RAFTERS 0520 @ 21" APPLY TO EACH PAIR OF RAFTERS BEAM CONNECTION PATTERNS Q x `D ® RAFTER-TO-WALL H-1 APPLY TO EACH RAFTER a? - - -- - -- - - -- -- - -- - - - -------- — ----- ----- ---- - FIREBLOCKING DETAILS IL ROOF . °g RAFTER-TO-PLATE H,5 or H2.5 APPLY TO EACH RAFTER NO - -- -- - REQ'D BLOGKINS Q PLATE-TO-WALL STUD 0520 © 18" APPLY TO EACH WALL STUD PAGE: TO ALIGN w/5'TRAPPINO Q u1 --- - - ---- - ---------- ---- --- ---- - - -- --- -------------- -- a EA. LEVE ABOVE ®z Q 2ND. FLOOR WALL-TO-IST. FLOOR WALL LFTA or 0520 © 36" APPLY TO EACH WALL STUD THE FIRST FL. ® - - - ----- --- ---- -- G-004mOO _. . - - - FLOOR/GLG. HEADER-TO-JACK STUD G520 12" APPLY TO EACH JACK STUD _j CRIPPLE STUD-TO-HEADER H3 APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLDDOWN ANCHOR SSTE16 APPLY TO EACH SIDEWALL END DATE: 06/26/20 4 OF 10 IST. FLOOR-UNDER-SILL PLATE G520 WRAP UNDER DOUBLE SILL PLATE S I D VIEW PLAN VIEW (USE WITH 3 SQUARE WASHERS) USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. OENERAL <ENr : Q U CN f� W W LLj W � � EXISTING To BE DEI-IOL15HED O HARD WIRED SMOKE DETECTOR J 5M w/ BATTERY BACK-UP Q Z d' FD )TINS TO REMAIN 2' O" LAP Q CARBON MONOXIDE (TYPJ � _ >- I,-- NE `NF WOOD FRAME (L.5. CO DETECTOR 51, WHEN APPLICABLE) 0 U-) � NEW BRICK VENEER -+ 5m/00 MONOXIDE DETECTOR COMBOHARD WIRED SMOKE AND CARBON ----------fi--+-- I 0 O (0w/ BATTERY BACK-UP J •. . . •.` Lo m NEW POURED CONCRETE I I I ~ q1tO CD 0 � ~ 0 i- -I NEW/EX15T. LOAD B1EARING 50 G.F.M. EXHAUST -------y WALL El FAN w/ DAMPER I I I } 0 WALL (EXIST. OR PRO.) TO HAVE 50 G.F.M. EXHAUST I Z ------- -- - - LU 5-1/2" F.G. 50UND BATT5 L FAN 4 LIGHT GOMBP I = J w/ DAMPERI I I•- 00 ❑ MIN. (2) 2"x4" STRUCTURAL I J POST FOR 4" WALL�i -`of-lo" # 6 BENT REBAR TOP 4 BOT. J-. I I I Q TO TIE IN EA. REBAR a EA. (L (MIN. (2) 2 xb STRUCTURAL FASTEN _ Z P05T FOR 6" WALL5), U.O.N. 34 6 I I Y O II FOOTING SECTION WIRE TIES N t Z � � 24'-10" I I I ' I it J N � W co FOUNDATION PLAN NOTES I j I I 0 .Q.io OI TYPICAL P. GONG. GRADE BEcsM 4 WALL CONSTRUCTION: I'-O" 12'-2" 10'-b" -O„ W • (2) 2"xb" P.T. SILL PLATES w/COPPER TERMITE SHIELD 4 SILL SEAL r q CORNER CONNECTION U • ANCHOR BOLTS AS PER PACE A-200 = _ _ _ I _ _ W • P. GONG. FOUND. WALL AS PER:DETAIL UPON (3) 2"x12" P.T. (5) 2"x12" P.T. L V • P. GONG. &RADE BEAM AS PER DETAIL UPON — -� GIRDER J GIRDER -j �- • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR, , • B.O. CP-ADE BEAM 3'-O" BELOW &RADE MIN. J • 1/2" EXPANSION JOINT O PERIMETER OF SLAB (WHEN U APPLICABLE) I I FOOT i NO TIE IN DETAIL • AIR ENTRAIN P. GONG. FOR POF:GHES /PATIOS ?O O ?O STOOPS (WHEN APPLICABLE) x Q' x Q= � � n �� iv A-101.00 SCALE: 3/4" = I'-O" �{ • MASON TO AGGOUNT FOR FINISH STONE ON THIN SET I I - FOR HEI&HT OF WALL 4 SLAB (WHEN APPLICABLE) N II Q® PROVIDE INSECT L — — — — SCREENING BENEATH 0 PERIMETER OF - 2 SUNROOM OINTERIOR BEAM LOCATIONS: 13 3 m m INTERIOR BEAM LOCATIONS SHALL BE A-Io1 10 COORDINATED w/LOCATION OF EXIST. JOIST _— LAP - PRECISE PIER LOCATIONS SHALL BE (_J DETERMINED IN FIELD (TYP. FOR ALL) ? to FSE HANDRAIL TO WALL ON AT = ' 4 10 3 LEAST ONE SIDE OF STAIR IN — EADER AS ACCORDANCE w/MANU. 5PEC.'5; - - - - - - - - - - - -, - - - - — SPECIFIED T .... - -I- .-----. - .-..-.-------------------:.-.,---- -� :-' --, _ - -- -, - N PLANS ��� INTO HOEDOWN: AND JEGTIN6 MORE O3 HOLDOWNV' ASPER PA&E - - - - - - - - - - - - - - - - - - - - - - - THAN OSTAIRWAY; ITCHED METAL JOIST HANGER SEE HANDRAIL GRIP SIZES ADJACENT A-200 I BASEMENT BY 'SIMPSON' OR EQUAL - - -- - - -- - -- - - - SECOND LEVEL P BEAM POCKET(TYP) I I WINDOW NEW - 0 TYP. 5TL. COL.: - 5 3.5" 4' 5TL. COLUMN BURIED INTO P. CONC. PAD Q I I WALL AND HANDRAIL MIN. SPACE EN O FOOTING;SEE NOTED DETAIL A5 f'ER PLAN 6 I � �✓ ` �/a" PINE RISER 1 I � 2-� FREEZE PROOF HOSE BIB: I I w I m w o m( o °/a" PINE TREAD 5CALE. NT5 - _ - ST D RDS FOR GRIPPABLE HAND RAIL O FASTENED w/MASONRY ANCHORS (PRECISE I Q N cV BASEMENT ;p n ;p n „ O GROSS SECTION LOCATION T.B.D. IN FIELD - CONSULT w/OwNEW 6'-4 I Tu n e x �iFii N ® x ry ® x I I MIN z HANDRAIL CIRCULAR NON-CIRCULAR q / I ro> n UNHEATED/ I I Q CLEARANCE 3 ROUNDED NOSING RESERVED — — — — — I xi2" O I P4/y4" RADIUS 4"-bY4" 16"o. FOUND 4 POSTS FOR WD. DECK: I Md I MOT INCLUDED IN fYz" PERI- A Von-2" q b"xb" P.T. WD. POST 4 10" 4' P. GONG. 50NOTUBE in I r TREAD DIMENSION) Z MIi1. METER MAX. UPON FOOTING AS P3 NOTED DEc:K DETAIL (TYP) io II q I I �— - V I I w q FOUND 4 Poi�5 FOR WD. DEGIG: r I I = I I w 4"x4" P.T. WD. I 5T 4 b" P. G0T1G. SONOTUBE = L J 2"xb" I - I 12 12 12 ( I (3) 2"x12" P.T. 5TRINCER5 UPON FOOTIN& 5 PER NOTED DECK DETAIL (TYP) `fl I I P.T. D.J m tt o Ib" 0. II" q-II' q f0 q'-II' w/R-21 INSULATION, IF UNDERSIDE TYPICAL LEDGER BOARD ® EXT. DECK: I I I 5 IS PAGING STORACE/NON-HABITAL SPACE - lo I I ar I I (3) L-15"x11.b�5" (3) L'f5"xl l b-15" I. (1) 2"x P.T. BD. TO MATCH DEf'1 H OF JOISTS 4 DROPPED GIRDER I , r ( , I m 2. SECURED w/(2) 5/b" m x 5" LON& H.D. &AL. LAO A3 I Q _ DROPPED GIRDER I GYP. BD. BOLTS o Ib O.G. I I z 3. INSTALL HD. 6ALV. JOIST HANGERS BY 51MPSON' (OR It r IA I L J L J L J L J I m LLj EQUAL) 1 L J -� _ ---- -- _ 4. PROVIDE FLASHING TUCKED UNDERNEATH SIDING 4 `fl BENT OVER TOP EDGE OF LEDER BO. I'-II" 2'-q"��t I ry< ----- -- ry 5. SEE NOTED DETAIL I PA-511 Q - - TREATED 2"x12" SILL � m I 1- - -I FOR CONTACT w/GONG. - - -FOR, WOOD STAIRS 0 GRADE:_ I - - � Lu - II 4" THK. P. GONG. PAD b" WIDE x REOV LEN&TH UPON I I -- - - I (IF APPLICABLE) < b" GRAVEL UNDER 2"x12" P.T. STAIR STRINGERS o dJ 1 fV -- -- - - - - -- - - -- -- - - -- - - - LL - - - - - ------ - - --- .FIRST_ LEVEL m MAX. lb- O.G.,U.O.N. (MIN. 5 STRINGERS) I I PROVIDE 4" POURED CONG. -- -- PROVIDE NEw --- - --- - --- - -------- --- - - - - -. _. _... -- -- -- --- -- -- - - --- - - - - - -- - -- - SLAB w/bxb-10x10 W.W.M. I I - I E&RE55 WINDOW 24"x24"x12" DEEP P. CONC. PAD FOOTIN&5 A5 I BETWEEN CENTER 4 UPPER - -- -- - I WELL O12 OF SLAB SECURED IN O I PER NOTED DETAIL (TYP) PLACE DURING POUR; PROVIDE b MIL POLY ON 4 w - -- - w NEN L- — — ——— GRAVEL BASE BELOW x- 13 INSTALL GRADE EN 500DEL . PROPANE TANK BELOW I - -. -` V SLAB N I --- -- -I n ® W I I 2 INTERIOR NO O D STAIR D E TA I L D�P cy,� -� O n -- — — n I ( A-101.00 SCALE: I/2" = I'-O" ci Iw a uP ry f - < 12 I I i NOTE: ALL DECKING SHALL BE FASTENED BOARDS AS 5 4 I �D w/ COATED DECKING SCREWS BY 5/4"x REG'D NEVq DECK "PECK MATE" (OR EOUAQ HEIGHT P.T. RISER p �.. , — — — — — — /-NPOTEON P.T. DECK JOISTS AS _ \ 2"x12" - ` f 5/4"xb" P.T. LANS NOTED ON PLANS ------------------ L L�I20f'f'ED GIRDER 4" THK. x b" WIDE x DECK BOARDS WIDTH OF STAIR P. PROSECT: O _ �v. 1p 3 GONG. PAD I•N05�N6CnF' in 1 I I 12 N F_.D 12 12 - -- - - - - - - - A-sol ' q x o ® q — q 2"xb" P.T. BLOCK IN BETWEEN EA. II• 2"x BLOCKING ® EA. ��� STRINGER. FASTENED TO P. GONG. (io•MI ;RINGER TO MATCH SIZE RESIDENCE — — — — — — — — — — — - - `•I I PAD w/ Iq/64" x 5-1/2" CONCRETE OF P.T. DECK JOISTS L J L 5G BY "GAL BURN" (OR 2 2'x10' P T. . _ L J _ GIRDER _ REWS I EQUAL) - - - - - - - - - - - - __ - MIN. (5) 5GREWSPER BLOCK -, FASTEN STRINGER BLOCKING (MIN. b 3 p 3 — — —11 D GRADE FA5TEINS GRADE '��) 1680 SEAWOOD DRIVE - o 2"x12" P.T. STRINGERS SOUTHOLD NY 11971 nl< N e• ® 16" O.G. (MIN. 5 O STRINGERS a EA. 5TAIRWAY) DRAWING TITLE: FOUNDATION PLAN 14'-2" •T'-8" 12-b � EXTERIOR MOOD STAIR DETAIL DETAILS A-101.00 SCALE: 3/4" = 1'-O" FOUNDATION PLAN -- PAGE: SCALE: 1/4" = 1'-0" A-10loOO DATE: 06/26/20 5 OF 10 I. OENERAL 5Y1lllllllllllll1`E30L KEY Q 0cq EXISTING TO BE DEMOLISHED O HARD WIRED SMOKE DETECTOR O SM w/ BATTERY BACK-UP W J� � � N EXISTING TO REMAIN O CARBON MONOXIDE NEW WOOD FRAME (L.G. GO DETECTOR H 5TL. WHEN APPLICABLE) NEW BRICK VENEER Q HARD WIRED SMOKE AND CARBON SM/GO MONOXIDE DETECTOR COMBO N1 BATTERY BACK-UP 0 O .` NEW POURED CONCRETE J 0 O �,-----_1 NEW/EX15T. LOAD BEARING ® 50 G.F.M. EXHAUST 3 4'-6"- F- Ln w ix �t m 0 i------._.y WALL FAN w/ DAMPER 24'-10" D 0 WALL (EXIST. OR PRO.) TO HAVE iio`j . CIl w50 G.F.M. EXHAUST [,-U3. dl Z 6 3-1/2" F.G. SOUND BATTS FL FAN 4 LIGHT GOMBP D . W DAMPER 2" 6'-4" b'_4" 211 w MIN. (2) 2"x4" STRUCTURAL _ 34'-6" 0 ❑ POST FOR 4" WALLS D = W (MIN. (2) 2"xb" STRUCTURAL D O Y Z J 00 o � Z vt P05T FOR 6" WALLS), U.O.N. - II'-10" 12'-4" 1 a Z Tq Tq (Oo NATURAL LIGHT 4 VENTILATION p Tq 0 2 4"x4" POSTS; NATURAL LIGHT E 13'-O PREFIN15HED WHITE VENTILATION PROVIDE EPDM Z �" �}' i FLOORAREA 154.0 S.F. in % 5 F FLOOR AREA 233.0 S.F. ROOFING BELOW Q Z 'H DEGK REQ. PROV. S.F. S.F. FLOOR PLAN NOTES lu�o`) 190 50.FT. .fl 2"x4" 5TUD FRAMED LIGHTING;MIN. 12.3 REG. PROV. D 5HEAHCKINO ING LA ui KNEE WALL W/WOOD v _ 8% OF FLOOR 5 F 26.0 LIGHTING;MIN. 18.6 6 GAP RAIL O p O d) O AREA 8% OF FLOOR 5 F 35.1 � = Ln 5GREEN X - 1 VENTILATION; AREA DOOR NOTE: 2 " P.T. t .) O - 6.2 DEGK o 0 Q ry _ MIN. 4% OF 14.4 VENTILATION; � O I. INSTALL NEW INTERIOR DOORS WHEN GALLED 3 DECKING ROOM a FLOOR AREA S.F. MIN. 4% of 5.F 30.3 " P.T. r"•I J O OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). 2.INSTALL NEW EXTERIOR DOORS WHEN CALLED A-IOI A 131 SQ.FT. ­7FLOOR AREA OUT ON PLANS BY THERMATRU' (OR EQUAL). 3) RI m t 7" Xs Q DECKING I Ix W (2) Tr tt 12,DOWN 4 5 /I 5 a " F.T. 1 32'-6" ILII 3.DOOR TYPE TO SELECT 4.INSTALL AS PER MANU SPEG.'s 6'-I" 5'-8" 6'-O" DECKING 4 H F gbll :::11 .. ..:::, .:::::::.:.......:::.: 1-1 I6'-6" . ........... ........ ......... ....................... ........ ..... ... ...... ::..... 7..'.... :'; 4 5 FRONT ENTRY DOG EGRE55 NOTE: 1.1 . 4 5 B B ?p I. ... 5. .- 4 W : _ : ::::.....%. .: : ::: I._ _......_._... - - ..............._.........._.- _.... : - ....... .. ........ 1 q n .... ..--:: 11 ........ ...... ... ..... ... .............. .... 1 ..... ........... 1 II 6 - 11 p 6-2 I I I 4 a E E �D 5 I. V.I.F. FRONT DOS 2 HAS MIN. 32 CLEAR OPENING i _ _ .. 3-O V T7 :::::.:.:::.1i - ..... :::..:::......:::.. ::::....::.....:..:::.:....:.:::.. ................. WHEN DOOR IS CAl q0 :.:::: - -- - 2.IF NOT,THEN REF.AGE EXIST. DR. w/NEW 36 x80 J DR. (32" CLEAR WIDTFf) I 5 (2F IL FLUSH HDR L ?pX6p �Q+b . .. . III ! . I I I - I w 3.PROVIDE (2) 2"x8" HDR.,U.O.N. 4.JACK AND KING STUDS AS PER PAGE A-200 II ... ..... ........ . II'-6" 7'-2" 4 17-6"- -1;1+1 Q D.W. 1I 5 FWH60611 ' 1. ., I .1 STAIR 4 RAILING NOTE: q'-8" II'-6" 12'-8" m I N A A 8 B D D FM211611 ..... O I. ALL NEW STAIRS SHALL HAVE MAX. 8-I/4" Rf 4'-O" _ INTERIOR A I 5 . S MIN. q" Tr - R15ER5 SHALL BE CLOSED t; FRENCHWOOD 5 4 -O' B?�TH#2 = 2. 42" HIGFf GUARDRAIL 4 SPINDLE SPPIGING ��::]:'.�: 0 K I TGHEN m IN-5WIN& PATIO NOT TO ALLOW PA55AGE OF A 4" 4) SPHERE; DOORS r 36" HIGH HANDRAIL 4 SPINDLE SPACING NOT I 5 -- - - ' .: -811 :2'-O"--)----'-1 2-4'- BEDROOM#3 53 SG2.ET.-1 <,. r . 1: .. TO ALLOW PASSAGE OFA 4" SPHERE b - '0 - dJ . V + ...- 154 SQ.FT. - - P 2"xb" SHED 3. GRIPPABLE RAIL AS PER CODE = ;y SHOWER 8 ,.=:.>:,A- _ _ :.' r :'I i - z �) * ��" :::: :::,..:„.....: O U V O GL F O V � l R.R. ®I6" O.C. --- ---- - >... :. 8' 6. SMOKE DETECTOR / GO DETECTOR NOTES: Q O Q = ., _ s: ::r m O= _ 0 HGHT. dLu T _ :<� I OVER O 1. CONTRACTOR SHALL PROVIDE CODE COMPLIANT 1 B - 19 = 9 I� T ' \ ' O .:...:_- X� I 5 ry � 4'-1011 � `' BEDROOM#4 � ::.I FIREPLACE �" r to�' C�RE,4T ROOM SMOKE /CARBON MONOXIDE COMBINATION DETECTOR - [(1 �� / - . .... , - -. ° 2 to m � .:.: :.:. ............ iv ® 2 0° �s+COQ n ® 233 SG2.FT. ,_n :ai HARD WIRED TO EACH OTHER w/BATTERY BACKUP. O __� 590 SQ.FT. - .. Z 2.INSTALL ALL AS PER MANU. SPEC O 8 - - - �- ISLAND - u_ 7 v = 1 81011 GLC. . . 4. SMOKE DETECTOR AND CARSON MONOXIDE DETECTOR 4 ! - - CENTERED ON ODE n HALE PANTRY - 81011 GLC. T , : ...::::..::: 4 5 ° = 3 • 5 a I'-6" tv- IN COMPLIANCE WITH LOCAL G 1 5M/G .. 5 � , I Q I Q HOW. O b Z `fl : 0 .. . HGHT. : . BATH m ..::::- 3 ry+ z n - - - 19 50.FT. -- -- . _ I. ALL NEW WINDOWS 4 DOORS SHALL BE _ 1 A HUNG ?P+ - - A -`F' 1. B �' SM/GO ' pI. . .......:..::....... :.::`:..:: :::::::::::':::.:.... I 5 6 ANDERSEN 400 SERIES CASEMENT,DOUBLE O d� 6 Mo) atn, OR GLIDING (AS NOTED); INSTALL AS PER MANU. �4 3 4 5 5PEG.'S. FOR SUBSTITUTIONS,SEE NOTE #q INI I .... . in Na I UI I I � 11 " -100 (3) RI t"1'�59" x� dJ 7 q it d) N 5 4 „� � �.:.::. �..::: �::..:�..,:::: .:..��::':''::�::..,qq :,..�:. 1 � I, I 5 � • ..... i '�i �, GLASS WINDOWS AND DOORS ON PAGE A (2 Tr t I p 5 x- ! - Q - . (L I 5 .. .. 12-6" 2.IF CASEMENT WTRAIGHT ARM H�NGE WHEN n ® m n�'* 1 5 m ? 1, -+ SM/GO p I SHALL HAVE 5 A-101 - (3) II.B'15 FLUSH LVL W/(2) .5 I 5 •+ I (p 3.IF DOUBLE HUNG - ALL DBL. HUNG WNDWS TO BE - - - _ - �pF6 5p _ _ ... . .:.I% I-O 13-b , _ TILT WASH 3Qx6� - -- p - - DOWN_- _ STEEL FLITCH PLATE _ �n �Y -�I` .......... i . to. .i.......... DOWN N n 4.ALL GLAZING WITHIN 18" OF FF TO BE TEMP. 6L. SLDR 3'-10 3'-311 61-6p 1111 31 2^ -3.5" STEEL 3.5" STEEL .. -'_ • ----- --- ' .......- 31 X111 cl I p r_ .... .. ... .. -i "NC.FI GOAT - UTILITY -- --- - COL. COL. - .::..-.. . :-.: .:::.:....- .... - v SM/GO :UTILI --- --- 2 8 - b - - SEAT I CLOSET - PANTRY CABINETS 2'-5 ...I .. .... ..: 11 EGRESS NOTE: - - --- --- �� ---- ---- q ::::,::::::::: NATURAL LIGHT 4 VENTILATION CHASE IN COMPLIANCE WITH NEW YORK STATE ESUILDIN6 i- , :: .:: 'O : .. -----_ _---- - CODE,SECTION R3102.1;THE FOLLOWING MEANS OF = --- , �n B m m T-O' q'-O" - A FLOOR AREA 211.0 S.F. n -- I ..... E6RE55 SHALL BE FOLLOWED: -- -- , O VENT 3-2 _ ».'. >...'>.::,:.'.">„ ;.'.:::;':: S.F. S.F. ...... o a - - REQ. PROV. - t 0 b NET CLEAR OPENING........... 5.'I S.F. U I # _ . ......::.........:.:._:.:.:::>....,. :.- :.::.»:....:::`: : - LIGHTING;MIN. 8% -- ^ T- ,n+ � TH#3 -� w NET CLEAR HEIGHT............... 24 MINIMUM ,4TH I Iq "::__ OF FLOOR AREA I6.q S.F. 21.q --m n--- w a 7 SQ.FT. X I NET CLEAR WIDTH................. 20" MINIMUM - 0 49 50.FT. CLOSET - - 3 n dJ= _ - ........... . :. ... . .. VENTILAGION;MIN. -N - m a .. : x`fl .,. .::.::.:.::_::: .::.:.:::::.::»,.;:<;;>:.::. -- -- -- 4 5 F 12 _ O I 5 - - • V ....-". Z4 4% OF FLOOR 8. - _ WINDOW/DOOR FRAMING: - n ® �+ AREA V -- ------ ------_-- v 'fi 6p 5M/GO 0 O 5 SEE PAGE A-200 FOR FRAMING = I V I NCS - -- - - - ELEMENTS AROUND DOORS AND 4'-4" I'-8" 4+bQ ® in'U -� H K - a � r t- o = .. - EDROOM#2 - - - � WINDOWS(TYP. FOR ALL.) U.O.N. 31-1"�r 1 5 - - � ® ROOM _ = I ui a ::::': '::'::".:::..::,:::.;:::::;::::. Q -- -- - ry BENCH ~ . 13'-611 2 - 80 SQ.FT. r p 6'0" 211 SQ.FT. ?per z mn _ 1 ::.::::::.:>::.> -T _x ::;::: - - e w - - r ... --- - : , .>::>.<.....:> NEW LAUNDRY ROOM: - tL • - J 8'O" GLC. dJ 5 _ ,.,.. ......:......:: ..:..... . .......:;.. ...:..... ....: L 3 3 > 1 -7 b I. NEW WASE+/DRY HOOK UP S 0 , -- __-- -- HGFIT. - cw :.. O HGHT. ROOM $ DOOR DIM.'s w/SIZE 0 ui '::::A::::: F :*:::,....T.....::;::;:::...::::.:::::::::: 0 2.COORDINATE LAUND. r _ ,. :..::::::.:..I....::::::. .. ,.. O 3-2 5 OF EQUIP. - _ = dJ Q - -- I :. ...„..:..:....::.:.......... _ _ - .,..::::::';::::.:,:::..... .,.... - - -- - - -- - O D- .. ; to u)- _ 3.PROVIDE HOOK UPS AS REQ'S PER MANU. 0-�- r- I-.-�Iz UP .:... . , _ .:..._:::::..::::::.:::...:::::::::: r::::.::::... »::.:::..:: x - .::::::.::.:...-.....:.:...,.: - n� I 5 DRYER EXHAUST NOTE. ® > '. » ... dJ ry l ...................... ......... .................................. n ® ...... ° I 5 t- _-j Q I 5 �' �p ljl O r - ..... . ..... . ........::::, = Q I. DUCT SHALL TERMINATE TO EXTERIOR NATURAL LIGHT 4 IL - - - NA O i d p ........... '..'........ .... ENTR _ O - I " a - 1 2.DUCT SHALL TERMINATE MIN. 3-0 FROM ANY VENTILATION _ + I 5 1 I ....... . F- � � .. - I 5 s a+ »............ .. .:.........::....... ....:. : _ J _ CLOSET _ »......... ......... r - - n # a I ........... --- - ------ - - OPENINGS FLOOR 1 BEDROOM Q r .3 t ...... :........ .......... .... .. Q 6p 15 3.DUCT SIZE AS PER MANU. _ I?7.0 S.F. m • G +6p :' N > AREA IT7 50.FT. 4.DUCT SHALL BE EQUIPPED w/A BACKDRAFT DAMPER O _ I S.F. S.F. 81011 GLC. /� _81. 2'-2" 7 O 2-2 _ X� 5. TRANSITION DUCTS SHALL NOT BE GOIVGEALED WITHIN „ _ G H GLST O -- A A p A A -05ETI 1+ ...................... ,....::.:::::::;:; ....._ ::....,,- ::::............: . -".1.1- CONSTRUCTION.GTION. FLEXIBLE TRANSITION DUGT5 USED TO REG PRO BHT• 3 A SEA A m:>::::. R TO THE EXHAUST DUCT SYSTEM V. - - - - - _.:. .. ....... .. .. .......... q'-I" 3'-I" 12'-3" ..:... ..I' CONNECT THE DRYER .:... ......::. . LIGHTING . ............... ................................... .......:....:::::::..»:::%' , SHALL BE LIMITED TO SINGLE LENGTHS,NOT TO 1 (4) 11.815 LVL I'�3'-4"-i-2'-10" 6' `I" V 4 MIN. B% 4 5 A AND LABELED FLUSH HDR ISTED A LAB L »::::>:.:::.;......:.::.>........... .:.::.::. fl:z >,:..,,.:> ::. :....:.. ...:.:. SHALL BE 44.6 ::::::....::... ;..:;;;.:..:.::.::.....:..:.:.:: :.;:.:::.:::: ::::.;>::>:::>>::::.:..::. .:::..: .::: .: EXCEED 8 FEET AND 4 5 O .......................................................... ................................. .................................................................. FLOOR S.F. V _ _ .............. ....:.:..:..::::. .:...: :...::::...::::..:.w:... 4 5 4 5 .:::::::..::.....::::..:::.:..:.:: ..,,....::..:.::::..:::.::.:::.. -:.:,...:::... ........::..:. 4 5 .::...:.... .. 4 5 . .:::....:::.:.. .:..: .:..:.:....«.. .:.::.::.::::::...:... ....... IN ACCORDANCE WITH UL 2158A. _ - _ ............ .::. ..... ................ F D A " AREA 4 V �r COVERED _ .. ................ .................... R R J4 .................. ..... ... ................ .... G� (/�• 6.EXHAUST DUCT5 SHALL BE MIN 0.016 THK RIGID 0 ,.... :.::::.......:.::.::..:..::.:::::. ... ...... I 11.. ......... ...... 1 11 ....... ......... ................._ .... ......... I 11 ..---...:::__. :...,:::.__::....,.4 .............,.... 1 II....................... V 4 _ `� i x - .D ........4-2 ......... .............. 3-4 .................... ................. ............ 1 . 12-3:..... ............................... ................ri- ...----6-0 ».. . ..:::I ............ .. .... .. ...... ... . . .. ..... .. .......... .............::::::::......::,: TION : , METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS VENTILATION; 5 dJ �r z PORCH ...=:: .. ........................................................................................................................ x .....I'll..................................................................................................................................................... .......... .... ............ . O �r »:..,.... -....... r.: :::..:::....:::::::...»::::..:::.::.:.:....::.:.:::::......... NINE IN THE DIRECTION OF AIR FLOW. EXHAUST MIN. 4% OF :571-H . = � RUN ,nDUCTS SHALL NOT SE CONNECTEDWITH SHEET-METAL FLOOR .F 4 5 4 5 (2) q 5 LVL 0 (2) q.511 LVL <C/ r _ fi ........ .... ................ .............. ...........' .............. ................. ....... AREA n DROPPED HDR Q DROPPED HDR _ _. .:. :.. : . ::: . .....::::::::.... -- - - - - ................................................................................... .................................................................. SCREWS _ _ _ ..... 1 w ................ . ...................................... ...................................... ................................. :" ... .. :: ............ .::.:....:.: 1 4, G T. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER ......... ................. ........................ ... ................. .............................. ....:...... ....:..:....... .: ------------ -- Q i LOCATION TO THE WALL OR ROOF TERMINATION. (� 2MINATiON. THE 8 1 = 11 q .. ... . ................................ ...... ....... ................................. ...... ............... ............................ {� �S I. 9"t L ... ::::::::::. :.. :....:...:...::....::.:::..:.:::.:::.::::::::.:: ::::.::::»:.::::::::::::.,.......:::....::::::::.::.:....::.:.::::::..:::.:...::::.:.::::,.....::::.:::::::::::.:: -. ., -. - -- - -- .:..:......._-.....,:-.:.....:.:.: ...:.::.:....::-:.-.....-:.,::..--.-::....-:.::....:-:::::..--,.....:.:.-....... . ,:..-........... ............................................................................................_..................... ..... . ti.a4 MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 A A A 1- 6 xb POSTS ® .... ..................................... ...... .............. .............. ...................................... ........_. ....-. ........ ...................................... ..................................... ............................ .... ......................... .......... .......................... ..... .... ............ ..... ... - - - ..... . .......... ...... ..... - ::::: . ................. ................... .......... ................. .................................. .. ......... ............ ............... ...._....... ... . .......... .................... ................. .................. .. .. ° H q0° +� +a DECK;PREFINISHED ........................ ................................ ... ...... ..........."':.......:a:.:: CL a' Q UCN D WLLj T-1 - Tq� i � ti , Z d. IX 2 }Z- ti D RI GE HEIGHT J F- Ln O l,n ..................... 1.... .1 ..1�..- ........................... .1.11:1.. 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Ydl NI�OYd GHA�f�T ------------------1111_.... ----------------------_---------=---------------------------------------'--------- -- . ---.:.:_:::.::.:::::: -:=::::::::::::::::::::::::_:::_--=----�----------'--------------.----= ---_._---- - --- - -- -- EGRE55 ROUGH OFENINO WINDOW DIMENSION CLEAR PAGE: WINDOW TYPE QUANTITY MODEL # : OPENING GALL-OUT :-,_ -_ -" - - -- - H1DTH HEiOHT HIDTH HEIGHT A-201m00- - - - --_-- - -- -- - - - -_-- --- - -.-------------------------- - -- i . A DOUBLE HUNG 15 TW210410 `-O , 5'-Ok : 2'-I I 5'-Oj" 5.712 -_ -- - - _-- - - B DOUBLE HUNG 7 TH2O52 i 2'--411 V-4j" 2'-1j" 5'-4j" - - --- - --- - - - -- __ = - -:__ -. --.._ - - -- -- -- _ , - -- --_ -_ - DATE: 06/26/20 7 OF 10 G DOUBLE HUNS I THI556 j 1'-10k v-89" I'-9j" 5'-59" _ _ _ ".- -- ----= _- - �, -- -:_ - - - --.- - --- -- ----- - - D DOUBLE HUNG 5 TH2646 s 2'-8j". 41-6i" 2'--ij" 4'-5j" . - - ---_ - _ - - ---_ -- - - _ - _ :_ � -__- - - - ---- -- --- --- - _.. 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I � � ..:......... ,,, --� . � � � +­­ ... ­ ...... - - --:*+,---:... --� ,�,,,,,,,,::;..,.�,.",."+.,.,..'.-.-*.'�.,.�++-..- *,-, - ­­­- ::,-:1,- -11,=�!.:.-I I .... �.....__. � I I 0 : u � - -_ -_ ­ - 1 ­ - -i -1 I - ROOF PLAN I I aj I I i I �_ � ! SCALE, 1/4" = I'-V . � : ! I __ -__ - ­- - I I � � ----- - ---:- - -T_ -_ --- - I i � ::;; � ! : . I I � I w : = i i I : ! ! I I . . I . . C - APIC .0 m p PROVIDE STRAPPINO 4 NAILIN& AS , I ,�,-�i, licc-1 &t � Y�` 0 PER CONNECTION 'i IN "TYPICAL ,I I i... L,�4 " -A �, .. NAILINO/5TRAPPINO REGUIREMENT5 = 95.0011 , (4) 51511 H.D.O. LAO .j 11 . - ,.� ') , k- - n - I I ,. _a �1111 ,� * - -1 - � I FOR UPLIFT, SHEAR, 4 LATERAL 1- , -" I I /1' HIND RESISTANCE" ON PA&E A-200 / BOLTS (PREDRILLED) i ��& i I _rL -, "I NEN F.J. AS PER a EA. 57UD ._.- ___ -__ __ - - __ __ __ ___ _/ - - ___ ____ . __ ____ ___ ____ ___ 0. � ,: .*, - __�- _­ ,___ - �, -11 , PLAN / \ I- b L_- / \ =1 I � I �_ 4 -..Q-- (2) 2"W P.T. SILL PLATE5 I 0 1�_, 1.;L_t_ UPON 51H SEAL _____ ____ __ - - _ - --- - I-_ ____ - - --- ____ ()-- - -_ --- - --- \m\14 ��. UPON - -- I___ -- __ I I If 1111 COPPER TERMITE SHIELD 1 1-15.001, 1 \ / 4 - - I \ / I I b 11 I - ',__�,\ ____ _____ -1 5/&" 41) HOOKED ANCHOR BOLTS a = " 5.00 ll------;, -1.501, __ __ - - - __ __ - __ ___ - -I� - ___ ____ - __ ___ -,--- -__� -- - - i 5q" O.O. wl 5" SGUARE KASHER 4 0 51a" THK. PL. N ll� , PROJECT: , , 0 ENVNUT;AL50 5FE ANCHOR 13OLT -, 11 y 515" THK. H.D. �_ a 11 SECTION ON PA&E A-200 \ 11 .11 Y4 1 OALV. PL. (1) #5 REBAR P/_" ­1� /-,\ 1.25"Ll � a boll O.C. 11 ---,_(I) # 5 REBAR I : TSC 11 .1 CONTINUIOU5 \-FLOOR SYSTEM lic. _� RESIDENCE I NEH 5TL. OAF' PL "- AS NOTED . - � - X, 5-1/2" O-D. 50H. 40 HOT CAP PLATE 'A' 11 - - b" THK. (MIN) P. CONC. HELDED TO COL.; SEE NEk4 HOOD BEAM AS I DIP OAL\/. 5TL. COL. . ORADE 5M. (5,500 P51) CAP PL. DETAILS = =1 (A5TM-A125) AS PER FOR CONNECTION OF 5TL. COL. TO (2) 1-5/4" HIDE __ NOTED ON PLAN i I L\/L LUMBER OR (2) 2" HIDE DIMENSIONAL LUMBER PITCH &RADE q q -� .. ___ _ - � ­- ___ ___ __--_ - - __ -- - - 11 .,- ___ m %\ 95"xb"x5/5" THK. JL680 SEAWOOD DRIVE :11 ___ NEH 5-1/2" O.D. 50H. 40 STL. \ STL. BASE PL. 11 9�2 " 11 ____ COL. (ASTM A125) AS FIER 0 = a.0011 (4) 5/5" H.D.O. LAO , NY11971 11 NOTE: /-FOUND. PLAN BY SIM5 STEEL 1, (4) 1/2" HOOKED ANCHOR (3 11 1. REFER To Pi A-200 (OR. EGUAL) q //-BOLT5 (PREDRILLED) I 11 � � BOLTS EMBEDDED INTO ___ __ -- __ _j- -- �� __ 11 FOR NAILINO AND - __ - __ ___ - - 11 5TRAPPIN& OF ALL X9 FOOTINO MIN. 4" W OVERSIZED DRAWING TITLE: bXb_IOxIO H.H.M. 11 COMPONENTS BASE PLATE 'A' HELDED NEH 4" FOURED CON0. / HASHER AND END NUT SETUP - I---"I / - � . - - -_ . - . ----,--- - - BET?4EEN CENTER 4 11 TO COL.;SEE BASE FL.---, SLAB *0 _____ __-- --.-- - - - __ __ _ _// __ - _\ __ ____ - - ____ -1 ____ _ _ __� __ BUILDING SECTION - UPPER � OF 5i 11 p I DETAILS FOP, BOLTINO "'� I I 0, . . . I - \ --- b SECURED IN PLACE \ I 11 (1) #5 BENT I I () ROOF PLAN - DURINIC7 POUR I I r-------fZE5AR a . "11�- / .--- .__- .--. - __ __ - . - .-. _\ ___ ___ //___ - � - - __ __ t1i __ - --- -.-- -___ - 11 161, O.C. = � ... 6: 1+� - 5ASE PLATE 'A' DETAILS . . � :!::�.. :,..:., .- \ / - , 11 13 2f 11..::. , ­::� I%: I -I I �_ - ... . � . ..., , -....:­+;..., �......­.........­­ ...I...... J_ �::__ I . . � I . - 11 fn . , - .. A 11 -1 i ...........4...... . -- 4" POURED CONO. ........� - w 0 ...11 . I S, I 11 4" ISRAVEL B-5- ., - . I . I ­__ ___ - -___ - - - (1) #5 REBAR . . - I - -_ . - -- - - -_ - 5LAE37-'-,,, I 11 ,.. : I - I I 11, NITINUOUS .., � ""A, I - - ��,:- 51a" THK. P . Y H -_ . I .. . - I b MIL POLY 11 ',�� .; I- - � �....­ 'd , 51V THK. H.D. PAGE: � MOISTURE--, : :24"x24"xI:2" DEEP P. CONr,.___,,,;' : : I 0 i, ; : .......... � OALV. PL. RETARDER N1__1 e.,r/ PAD FOOTINO �--V- + . 1 1.50, 1 . - - - a 11 .­­- : . ______ I/ ' I : I 4" AZAVEL BASE - ----431- - 0 11 I.. : . z ,:-++- , I ....................../ -1 77_­R��_�--- I I : : MPACTED FILL CAP PLATE I UPON CLEAN _____ � ___ _7 . - I A-301m00 OMPACT FILL _�, . 11 _1_____1_1___1 _,_� LL==-, -T_ FOR CONNECTION OF STL. COL. TO (3) 1-5/4" P41DE I I LVL LUMBER OR (5) 2" HIDE OR (4) 2"x V41DE . I ,/e - 0 0 =�� -.k- % DIMENSIONAL LUMBER OR 5.25" HIDE PSL DATE: 06/26/20 8 OF 10 (5) #5 REB .I rf-� STEEL COLUMN DETAIL 11ii- Lu uj = �_ I C�l�_---- ��/ � - 14 u _T Ir f"": I pur- _J1 �$ I 4--0=E 14 1 , �� �" 1 8 ;11 � X - I .... I �... � . + . z A17 v k t � ,,11 --,�, - I 'r 1-1 I I � 6 7111,11111 - tl_� / \\I- - :r: , , _/ _p_ 1 "�< '11�_\�_ _ - 4_61- t7��� _"� . ,e-- -61, e IA-501.l SCALE: 5/4" = I'-O" r5 STEEL C.,OLUMN E3A5E I$ TOP PLATE 1�)ETAILS 5" MIN-wil IA-5cl.a - i - I SCALE: 5" = I'-1 � . . I � ri_,� V' FOUNDATION NALL DETAIL � .1 . 1 . + . .. + . F-501.00' SCALE: 5/4" = I'-O" . 11 III I 0) SECTION NOTES a O MIN. 4" BETWEEN ED6E5 OF a U � NEW ROOFING NOTE (rip): SQUARE BALUSTER Q (STYLE TO SELECT) W W ri ARCHITECTURAL STYLE 'TIMBERLINE' I. INSTALL NEW A = ' J W O RIDGE HEIGHT SIMPSON H2.5A RAFTER xg ASPHALT ROOFING 5HIN&L.E5 BY 'GAF' OR EQUAL;MIN. GRADE 240#,30 YR WARiZANTI' OVER ----------------------------------- TIE (OR EQUAL) - °�,� � Z 2.INSTALL ICE AND WATER EHIELD FROM FASCIA UP TO 1 2 ELEV. +24.4 n u acn 3a � i 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS 5/4"xb" P.T. } Z N DEGK BOARDS R H J LA OVER3. STALL IS BUILDING FELT(U.O.N) OVER v \ Ft PLANS Y O 4.1/2" GDX PLYWOOD 5HEATHIN6 (BLOCK ALL SEAMS) \ RR• p`5 / i/ 5.GAP 5HIN6LE OVER RIDGE: 4 HIPS (AS REQ'Du J,. RI ) 0 2 ATT I G �'.PROVIDE RIDGE VENT(AS REOV) 11. FLASH ALL VALLEYS •-� G.J. AS PER PLANS (2) I/2"0 HOT DIPPED 6ALV. BOLTS B.INSTALL DRIP EDGE AS REQ D --- m O . INSTALL ALL AS PER MAN). SPEG.'s / /' EA. POST w/ OVERSIZED WASHERS b 9Q. F.T.PPER PLAN N� END NUT FREBORED INTO BEAM, POST, 2 TYPICAL ROOF GEILINCi CONSTRUCTION: / y DECK TIE +€ RIM BOARD ASSEMBELY Z O • NEW ROOFING AS NOTED / / O W • I/2" GDX PLYWD 5HEATH1N6(BLOCKING a ALL n T. BEAM AS NOTED ,J PLYWD SEAMS) / / _ 50LID BLOCK ® 12" O.G. Z J 00 • R.R.,G.J., 4 G.T. AS NOTED ON PLANS(® SPANS / O (2) SIMPSON DJTI4Z a � a) 0 OVER 5' INSTALL "X" 5RID61N6 m CENTER OF - DECK JOIST TIE ® E (I) I/2"(P H.D. 6ALV. THRU BOLT w/ Z (D SPAN,U.O.N) / Q P05T OVERSIZED WASHER 4 END NUT J rl • MIN. OF R-49G FIBER 6LP55 INSUL. w/V.B. PREBORED INTO P05T d DECK U.O.N.,OR R-300 IN CATH. AREAS. / / "SIMPSON' ABA66 JOIST TIE Z >: [i' TYPICAL EXTERIOR WALL. CONSTRUCTION (Tl'P.): / 2 ® COLUMN BASE O • UPON "TYVEK" HOUSE WRAP (OR EQUAL) BEDROOM BEDROOM -� a Z � ry 6"xb" P.T. POST I AI LL. UPON 12" COX PLYWD. SHEATHING (BLOGKINC m GRADE o uJ Tq ALL PLYWD SEAMS) F.J. AS PER PLANS ---- II LLSA Lo • 2"xb STUDS m 16 10 O.G. w/DBL. TOP PLATE _-_- FIRST FLOOR TOP PLATE FILLED II • MIN. R-20 FIBERGLASS INSUL. H. VB.,U.O.N. 7 ELEV. +10.1' "� 'SONOTUBE' 0 • 5/6" GYPSUM BD. WALL FINISH _ . _- I-0 SOLID w/ P. GONG. u O a •• 11 riJO 1'-�" II z W NEW 51DINO NOTE (TYP): O 1. INSTALL NEW S 51DIN6(TO EP. L ECT) GONG. PAD FT&.24"x2 FT _ 2."TYVEiC" HOUSE WRAP (OR EQUAL G. p � 3.INSTALL ALL AS PER MAN). 5PEG.'s � ~ 4.PROVIDE ALL NEGE55ARY TRIM FOR ' 11 U PROPER INSTALLATION `p (I) BENT W 5. 51DIN6 SHALL EXTEND TO TOP OF 3 I BB AR ® ~ 0 L UFOUNDATION WALL 4 0 O TYPICAL P. GONG. FTG. a WALL CONSTRUCTION: KITCHEN LST. BATH DEN a • (2) 2"xb" P.T. SILL PLATES w/COPPER TERMITE _----- FINISHED FIRST FLOOR SHIELD d SILL SEAL F.J. AS PER PLANS --- ELEV. +2.0 - • ANCHOR BOLTS AS PER PAGE A-200 I DOUG SUPPORT DETAIL • P. GONG. FOUND. WALL AE,PER DETAIL UPON A-600 __AVG. GRADE A-302.00 • P. GONG. FOOTING AS PER DETAIL UPON PAGE A-600 7 ELEV. +O.O' SCALE: 5/4" = I'-O" • ASPHALTIC MASTIC DAMPPROOFING TO EXTERIOR • B.O. FTG. 31-O" BELOW rvRADE MIN. • I/2" EXPAN51ON JOINT m PERIMETER OF SLAB(WHEN APPLIC.- 'LE) • AIR ENTi AN P. CONG. FOR PORCHES /PATIOS / 5 STOOP° WHEN APPLICABLE • MA50N ) ACCOUNT FOR FINISH STONE ON THIN SET FOR HEIGHT OF WALL 4 SLAB (WHEN APPLICABLE) L MIN. 4" BETWEEN EDGES OF ��� -I/2" SQUARE BALUSTER 4" P. CONG. p < (STYLE TO SELECT) O NEW R-30 BATT. IN5UL. IN FLOOR SYSTEM (MIN. R-3o bxL�OxIO W.W.M BASEMENT -------- SIMPSON HE (O RAFTER '� UNFINISHED TIE (OR EQUAL) 6 TOP OF NEW SLAB 4 �_ AS PER TABLE 402.1.2) o ELEV. -6.8' 5/4"xb" P.T. ' DECK BOARDS O BEAM/61RDER AS PER PLAN SECTION 0 /A-302 11 (2) I/2"0 HOT DIPPED 6ALV. BOLTS SCALE: I/4" = I'-O" P.T. F.J. AS -_ - �EA. POST w/OVERSIZED WASHERS d PER PLAN n END NUT PREBORED INTO BEAM, POST, j� DECK TIE b RIM BOARD ASSEMBELY it - _ .T. BEAM AS NOTED SOLID BLOCK ® 12" O.G. (2) 5IMP'50N DJT14Z RIDGE HEIGHT DECK JOIST TIE ® EA. (1) 1/2%) H.D. 6ALV. THRU BOLT w/ ---------------------•------------_ POST OVERSIZED WASHER d END NUT ELEV +24.4' PREBORED INTO P05T E DECK 12 "SIMPSON" ABA44 R.R.AS 13 4 RAFTER AS PER ® COLUMN BASE JOIST TIE 4"x4" P.T. POST PSR PLANS / / \ R p�Ns � PLAN PIC, Rpt. / /. •\ \ 2 / I I 6RP`DE \ / / ATTIC \ \ n � _,_-�- ------- WO 'SONOTUBE' FILLED w • G.J. AS PER PLANS \ \ •I SOLID w/ P. GONG. NEW "SIMPSON" LU526 - / \. \ U - GALVANIZED JOIST HANGER / ol/ \ '\ NEWFBAIA OLU \ \ 3 OA 12"x12"x6" FTG. II I #5 BENT NE= 4 P.T. BEAM - I6" O.C. ® - - - - ��7 A-302 •iA /• A� PER PLAN -- 1'-7" 12 loeNEN "51MP50N" PC64 - 4-r-- _ 'Ile / \ . CLOSET (FOR 3 PLY 8M) 00 BATH MASTER BEDROOM DECK "SIMP50N' BG52-2/4 I7 GfC SUPPO�'T DETAIL �E ARcy (FOR 2 FLY BM) I A F.J. AS PER PLANS SCALE: 3/4" = 1'-O" FIRST FLOOR TO_P PLATE - 02.00 M, R -0 -7 3 ----- ELEV. +10.1' ct 4fz EXTERIOR SHEATHING AS k - ' ' ry� PER SECTION NOTES -W II 51DIN6 MATERIAL AS PER SECTION NOTES I II BUILDING PAPER 4 HOUSE WRAP TO FULLY OVERLAP FLASHING �OF N��� d1 d0 dJ I I PORCH A �- 2II P.T. POST AS PER PLAN CAP FOR A-302 3 DR`IN`K 5/4"xs" P.T. DEGKIN6 GREAT ROOM N.O.N. ON PLAN/ PROJECT: LIVING ROOM SCREEN ROOM Z FLASHING (U.O.N. I - - -- FINISHED FIRST FLOORA-\ TSC r F.J. AS PER PLANS --- ELEV. +2.0' -J FLASHIN6 I AVG. GRADE NEW "SIMPSON" _DRIP EDGE RESIDENCE P.T. DECK JOIST b I 7 I ELEV. +0.0' POST BASE PER COUNTER A5 PER PLAN POST SIZE JOISTSAS PER PLAN FASTENED w/(2) FLASHING NEV4 P.T. 5/6" 0 x 5" LONG HEAVY DUTY GAL. O m , 5 I I DEGKIN6 LA6 BOLTS ® Ib" O.G. INTO MUD SILL E METAL 6ALV. J015T HANGER RIM BD.;WHEN m FOUND. wALL FASTEN 1680 S EAW 00 D DRIVE w/(2) 5/6"d) x 5" LONG APPROVED BY 'SIMPSON' (OR EQUAL) m L. - - MASONRY ANCHORS o 16" O.G. EA. J015T SOUTHOLD, NY 11971 - "Z" FLASHING I 4" P. CONG. A-3o2 BASEMENT NEW F.T. F.J. DRAWING TITLE: A-302 SLAB W/ FOUNDATION WALL 6x6-10x10 W.W.M UNFINISHED TOP OF NEW SLAB ------------�----- BUILDING SECTION ELEV. -6.8' LF-D ER CONN OT I ON DETAIL DETAILS A-302.00 SCALE: I" OCVEREt7 i='0RC H DETAIL SEOTION B /A-302 A-302.00 _ SCALE: 3/4„ - V-0" PAGE: SCALE: I/4" = I'-O" A-302mOO DATE: 06/26/20 9 OF 10 a O O Q U 0 W F_ r-I J W ': �. a nNO Z � o nom (' J (b � O H LI ~ 0 a m 0 z O W J 00 Z C1' Q Z � Q Z r-I V' W w (` Lo O w it F- w F- U U J Q 4" FRESH AIR VENT O J 1 L THROUGH ROOF tL V I U 4 Q I k - 1 Q I . I • FULL BATH _--_r-- I -- __ FULL BATH T--__ NOTE: ALL I I I FULL BATH FULL ATH a NOTE_ O FUEL 6� BWORK ALL PLUMBING WORK O SHALL CONFORM -1 TO LOCAL I I �j p I 2"I 1 1 I 1 r 111 O LOCAL FLUMBI CONFORM CODE p UFUELB PG GORE E I 12 z � 1 2 I I 1 2 1 PROVIDE 'ABESCO FP200 FR O Q4 D EXPANING FOAM" (OR EQUAL) 104 DQ� DQ� DQ� W I 1 I I U V I I I I 1 1 I AT ALL PENETRATIONS IN FIRE 1 Q� I Q� I Q4 4� I Q4 _ N PIPING PENETRATIONS: w � I 1 I I I I RATED WALLS AND O `I\ IV1 IV1 it IV1 * n LLGEND - -- I. PROVIDE EXPAND N6 FOAM" (OR EQUAL) FIR FLOORS/CEILINGS. PRODUCT V ry nI 31� 31 ( 1 ISF4oWER 2" I TUB ( I 2" 1 CONFORMS To ASTM E 814, n I 1� I 1 _ V 1 HOT WATER I ASTM E Pio,AND UL 14?9 I - 1_ 1= AT ALL PENETRATIONS AT WALLS TUB I �I n 1n 1ir Fry- Iw Fry 1—-----I SUPPLY - --- - - - - - - -- - - SHOWER _ AND 2 2 I 2 - --- (�� -- 2.PRODUG�OGONFORMS TO ASTM E -----------'46----: ;�------- ' - - - t�- -------- - -1 � GOLD WATER 814, A5TM E 84,AND UL 14-19 - - - - .._ . — - _ . - - . - --- - _.._._..t.� SUPPLY HALF BATHLAUNDRY KITCHEN FULL BATH pyo : ALL PLUMBING WORK HALF BATH LAUNDRY KITCHEN FULL BATH ! I _ __ SHALL .oNFORM TO ROOM I EXPANDING FOAM" (OR EQUAL) LAUNDRY ROOM ___ I PROVIDE "ABE5G0 FP200 FR - -r------ __ I � KITCHEN _ I I I - I AT ALL PENETRATIONS IN FIRE p -_-r -i- _ I 1 LOCAL PLUMBING CODE O O I ,2 2"1 „I I RATED WALL5 AND O :2"r 1 2'1 I 1 1 1 2 1 GLEAN OUTIL 1 I I CONFORMS ITO ASTT 814,PRODUCT ~ 3' 1 2" 1 I EXIAS ST P A.I. TO O 1 Z I I J Q4 Q4p� 44p� i ASTM E 84, AND UL 1479 z I 1 I REMAIN (V.I.F. �- DQ I I:�I I , RANGE 2" Z-H ABOVE DFEJ1DQ I 2 2�� I SHOWER �V 1 KI I V J1IL cVIQ IVIm DRYER 0 WPSHE�t DW �ry 1 = WASHER - ry �ry DW- - - - - --- -.._.. ._.._ ._.. y._.._..- : PROPANE TANK - -0o G o4„ MAKE/MODELOUSE I Q4 O TBD z0 TRAP I I I'iX ~3: 0 F V F 4" HOUSE OUTSIDE zO I 1 F I- N MAIN DRAIN SHOWER F j j� OUTSIDE 0 i z y z 4" 211 11 N I I SHOWER - I w I 11 �a z ----- ® V� d �� Q G.O. �o _.._.._.. .._�_._-.� N DAI�Cyi to 4" N X I TO STREET X NCW WATER MAIN -- -- -- - -- - - - --- - - --- - -- -- I O To SUFFOLK COUNTY BOILER ..-•. BACKFLOW PREVENTION: 1i SERVICES DEPT. OF --- -- -- -- - _ �L BACKFLOW PREVENTION: - - - -— ---- - HEALTH APPROVED PROVIDE BACKWATER PROVIDE BACKWATER SEPTIC SYSTEM BACKFLOW PREVENTION: VALVES IN COMPLIANCE WITH BG C7501.1 AMENDMENTS TO VALVES IN COMPLIANCE WITH / �O PROVIDE BACKWATER A50E 24-05 SECTIONS-1.3.3 E P0'715 d BG E75ol.l O� N� AMENDMENTS TO ASCE 24-05 VALVES IN AMENDMENTS WITH "i.3.4. SECTIONS'7.3.3 E "1.3.4. BG 6501.1 AMENDMENTS TO ASCE 24-05 SECTIONS'1.3.3 d '1.3.4. PROJECT: TSC RESIDENCE FLUME I NO R 1 SE:R - DRAIN / NASTE / VENT FLUME I NO RISER - SUFFL)' OAS RISER - SUFFL`r 50ALE: NTS 50ALE: NT5 SCALE: NTS 1680 SEAWOOD DRIVE SOUTHOLD, NY 11971 DRAWING TITLE: DWV/ WATER SUPPLY RISER GAS RISER PAGE: P-loomoo DATE: 06/26/20 10 OF 10