Loading...
HomeMy WebLinkAbout42025-Z �Q�pSUF Of�Ir co��, Town of Southold 1/9/2019 P.O.Box 1179 a 53095 Main Rd o411, �yo`�� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40156 Date: 1/8/2019 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 555 Sound View Rd, Orient SCTM#: 473889 Sec/Block/Lot: 15.-3-7 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/8/2017 pursuant to which Building Permit No. 42025 dated 10/5/2017 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: ONE FAMILY DWELLING WITH REAR ENCLOSED PORCH, REAR FIRST AND SECOND STORY DECKS. FRONT ENTRY, ATTACHED GARAGE AND UNFINISHED BASEMENT PER ZBA DECISION#7026,DATED 02-16-2017,AS APPLIED FOR The certificate is issued to Lavalle,Areti of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0053 12-31-2018 ELECTRICAL CERTIFICATE NO. 42025 10-15-2018 PLUMBERS CERTIFICATION DATED 10-25-2018 - Dale Gross \AO&A,�e ut o ' ed Signature ' TOWN OF SOUTHOLD O�gUFFD(,Yco� BUILDING DEPARTMENT yTOWN CLERK'S OFFICE o SOUTHOLD, NY y�ol 'Its 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#: 42025 Date: 10/5/2017 Permission is hereby granted to: Lavalle, Areti 27 Sully Dr Manhasset, NY 11030 To: demolish existing dwelling and construct new single-family dwelling as applied for per DEC Non-Jurisidiction letter, Trustees, SCHD &ZBA approvals. At premises located at: 555 Sound View Rd, Orient SCTM # 473889 Sec/Block/Lot# 15.-3-7 Pursuant to application dated 9/8/2017 and approved by the Building Inspector. To expire on 4/6/2019. Fees: DEMOLITION $877.90 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,557.20 CO -NEW DWELLING $50.00 Total: $3,485.10 B spector 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 I%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 Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.0(0 Date. c�e ,� , ov/7 New Construction: �(, Old or Pre-existing Building: (check one) Location of Property: ,5 19O � House No. Street Hamlet Owner or Owners of Property: A eF� 'r( L avg L I -e 4"Suffolk County Tax Map No 1000, Section 5 Block 3 Lot 7 Subdivision QQ,\ENT 7;8�k 7�', S 6iN Filed Map. 13 Lot: Permit No. Date of Permit. Applicant: '44erl L�✓,�11L Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ x A icant Signature SO!/r�®! 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road CA Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 ® • �® roger.riche rtCD-town.south old.ny.us �;tou e BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To Lavalle Address: 555 Sound View Rd City: Orient St: New York Zip: 11957 Budding Permit#: 42025 Section: 15 Block. 3 Lot: 7 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA: Double Pole Electric License No: 3913-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1 st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph 200a Heat gas Duplec Recpt 64 Ceding Fixtures 11 HID Fixtures Service 3 ph Hot Water gas GFCI Recpt 10 Wall Fixtures 11 Smoke Detectors 5 Main Panel 200a A/C Condenser 2 Single Recpt Recessed Fixtures 62 CO Detectors Sub Panel A/C Blower 2 Range Recpt 20a Fluorescent Fixture Pumps Transformer AppliancesE63 Dryer Recpt 2-20 Emergency Fixtures Time Clocks Disconnect W Switches Twist Lock Exit Fixtures NSS ri Other Equipment. 4-spotlights, 2-LED strip lights, 3-under cabinet lights, 3-combination smoke/co detectors, 1-energy star exhaust fan, i-range fan,3-bath fans, 1-well pump, 1-60a wall oven,7-combination GFCI/ARC fault circuits Notes Inspector Signature: Date: October 15 2018 81-Cert Electrical Compliance Form.xls 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.U.Box 1179 ` Southold,NY 11971-0959 BUILDING DEPARTMENT [E ' TOWN OF SOUTHOLD DD NOV - 7 2018 _ I CERTIFICATION BU,DOG DEIN- { i Date: jo 12S1 7.)lr f Building Permit No. 47-025 i Owner: L bAu-, (Please print) Plumber: (A ssS _ (Please print) , �1C1J� S�1r�+SS�U-vVva���- r•lCc�I� ��C- ` , I certify that the solder used in the water supply system contains Iess than 2110 of I% lead. i 1 1 (Plumbers Signature) j Sworn to before me this day of_0,-_,+b�/ , 2018 I 3 1 Notary Public,&G//ham Cnunty = t CAROL A SEITZ = , NOTARY PUBLIC-STATE OF NEW YORK No.01SE6356471 Qualified In Suffolk County = ^! MV CaMrnldelofl EXPiM9 04-03.2021 S OF OUTy�Io coum N TOWN OF SOUTHOLD BUILDING DEPT., 765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REM RKS: to� - -` ri� v✓� DATE tl I INSPECTOR I ��OE SO(/lyo UNiY,Nc� TOWN OF SOU-THOLD BUILDING DEPT. 765-1802 INSPECTION rUNDIATION 1ST [ ] ROUGH PLEIG. UNDATION 2ND/VJ0 [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: t Zed Sw - DATE ANSPECTOR O � ��OF SOUjyo cOUMV,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] , UNDATION 2ND [ ] INSULATION [ FRRAAMI_NG / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] -FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) . REMARKS: tV�m\ DATE INSPECTOR oF soulyolo # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ]_ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE c INSPECTOR a0F SO(/l�, # TOWN OF SOUTHOLD BUILDING DEPT. couff 765-1802 INSPECP* N [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING RMuAlmKS: lfVrc�/ rSGL DATEINSPECTOR V4ex," SOUTH° # TOWN OF SOUTHOLD BUILDING DEPT. coumv,, 765-1802 INSPECTION' [ ] FOUNDATION 1ST [ ] UGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] F SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] CTRICAL (FINAL) [ ] CODE VIOLATION [ CAULKING REMARKS: (214VI tIlAwli., IPX;�nghei 60V o V� K jOV/ 0 tQiL't L`' ✓ �cvlvlJ� t�& A- twvj r f. CUAAJ DATE INSPECTOR 9�MXA �aOP SOUT,yO # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] F MING /STRAPPING [ ] FINAL [=LACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE Yg !v I INSPECTOR OF SOUIy�� * # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I SULATION [ ] FRAMING /STRAPPING [ FINAL N� [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION ( ] CAULKING REMARKS: 61).vApmvvmipt& .. �i I ah-k-t- n-3 W4,sD - k wv- Ra Ori DATE INSPECTOR TIDERUNNER ENGINEERING & DESIGN, P.C. 7 RIDGEWOOD ST BAY SHORE, NY 11706 (631)-839-4824 August 20,2018 Rita Lavalle 327 Sully Drive Manhasset,New York, 11030 Re: Insulation Certification 555 Soundview Dr,Orient,NY Dear Ms.LaValle: I visited the subject property on Thursday,July 26,2018 to inspect the installation of spray foam insulation in the basement and in the attic. The spray foam was installed as per the plans in terms of location and thickness. In addition,a fire retardant was sprayed on the foam in the basement. The product used is an intumescent coating from International Fireproof Technology DC315 and is designed for use with spray polyurethane foam. If you have any questions please feel free to contact me. " Sincer , co .a N n �a Louis Schwartz,P.cc . 0 ©� � 006-A �C�O ��FSSI®W�e. D SEP ® 4 2018 B1M,DrNG D'gp% nT FDL DD State of New York) JAN - 4 2019 County of Queens ) ss : B•LTmmi'G1E411 7c TOWN OF SO OLD I Areti LaValle, being duly sworn deposes and says : That I reside at 27 Sully Drive, Manhasset, New York, That I am the record owner of the premises 555 Soundview Road, Orient Point, New York, That I submit this affidavit in satisfaction of the requirement of Section 236 pursuant to the storm water management plan for the premises, That due to the completion of construction of the premises being delayed until the onset of cold weather, I am unable at this time to lay sod or otherwise plant grass seed for the necessary soil stabilization, That I had contacted landscapers to perform the service, and was informed they were unwilling to guarantee the survival of .the lawn due to fluctuating weather this late in the season. That accordingly, it is my intention to perform the necessary stabilization of the soil at the earliest date weather permits, knowing that the Board of Trustees and the Southold Building Department shall rely upon this affidavit. A et�,Ira al e G Sworn to before me this �i5� day o October, 2018 i WILLIAM J. LAVALLE �. . Notary ri •-ts of NY NO.011-4 T01874 i Oualifisc!i; :,_ -ris county /4�9 i ComrN.9sion Expires Mamh L¢d,di 5 Home Energy Rating Certificate Rating Date: 2018-11-01NOV 1 6 2018 Final Report Registry ID: 173473348 p Ekotrope ID: 7d1 wp6a2 B DUG DEPT Your hom- - relative' 555 • ' • ® • performance score.The'16wer the number,th,em,oreenergy efficientthe, $4j081 Builder home.To,hfarn more,visit *Relative:to 'an average U.S.home Rita L8vallo Your Home's Estimated Energy Use: This home meets or exceeds the Use[MBtu] Annual Cost criteria of the following: Heating 89.3 $2,482 2015 International Energy Conservation Code Cooling 1.3 $78 2012 International Energy Conservation Code Hot Water 13.2 $363 2009 International Energy Conservation Code Lights/Appliances 29.4 $1,601 2006 International Energy Conservation Code Service Charges $65 Generation (e.g.Solar) 0.0 -$0 Total: 133.2 $4,589 HERS,"Index Home Feature Summary: hating Completed by: Mote Energy Home Type: Single family detached Energy Rater•Matt Wahl � iso Conditioned Floor Area: 4,061 sq.ft. RESNET ID:2572845 Existing aao Number of Bedrooms: 4 es Rating Company:Energy Rating Service Inc i20 Primary Heating System: Furnace•Propane.95 AFUE 35 Tellar Dr,Islip Terrace,NY 11752 v° Primary Cooling System: Air Conditioner•Electric•16 SEER Reference a 631-383-4198 Home 100 Primary Water Heating: Water Heater• 6 Energy Factor v 90 House Tightness: 1807 CF (2.64 ACH50) Rating Provider:Energy Vanguard80 AT: -N,y`j - ,° 678-662-4332 Ventilation: 120.0 CF 533 W Howard,Suite E,Decatur,GA 30030 u ° T Nl 'fYW Imo, � ��._�— so� Duct Leakage to Outside: 20 CFM25 1 ao This Home Above Grade Walls: R-24 � f d 30 Ceiling: Vaulted Roof,R-38 Window Type: U-Value:0.3,SHGC:0.28 Zero Energy 111111111o e gFoundation Walls: R-10 Home V ahl,Certified Energy Rater Lem Energy Matt mI013 RESh4T Date:11/8/18 at 954 AM e e • •. • ® • s e .• - e e • e e- i i I y 11{ f+ Q. f V i i s.S r +1 udl - Manual DJS HVAC Load Calculations for 555 Soundview Rd, Orient Prepared By. Matt Wahl Energy Rating Service Inc Islip Terrace, NY 11752 631.383.4198 Tuesday, November 6,2018 Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. Rhvac-Residential&Light Commercial HVAC Loads , Elite Software Development,Inc. Energy Rating Service ��I/ Manual DJS Isle Terrace NY 11752 ���!Iv/ Page 2 Proect Report General Proiect Information Project Title: Manual DJS Project Date: 11/05/2018 Client Name: 555 Soundview Rd, Orient Company Name: Energy Rating Service Inc Company Representative: Matt Wahl Company City: Islip Terrace, NY 11752 Company Phone: 631.383.4198 Company E-Mail Address: energyratingservice@yahoo.com Design Data Reference City: Suffolk County AFB, New York Building Orientation: Front door faces South Daily Temperature Range: Medium Latitude: 40 Degrees Elevation: 67 ft. Altitude Factor: 0.998 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 10 9 n/a n/a 70 n/a Summer: 83 71 56% 50% 75 30 Check Figures Total Building Supply CFM: 1,800 CFM Per Square ft.: 0.443 Square ft. of Room Area: 4,061 Square ft Per Ton: 1,438 Volume(ft3): 38,309 FiBuilding Loads Total Heating Required Including Ventilation Air: 47,009 Btuh 47.009 MBH Total Sensible Gain: 29,861 Btuh 88 % Total Latent Gain: 4,031 Btuh 12 % Total Cooling Required Including Ventilation Air: 33,892 Btuh 2.82 Tons(Based On Sensible+ Latent) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. F:\...\555 Soundview Rd_11052018.rh9 Tuesday, November 6,2018, 12:49 PM Rhvac-Residential,&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Rating Service Manual DJS Islip Terrace.NY 11752 '��J Pa e 3 Miscellaneous Report System 1 2nd Floor Outdoor Outdoor Outdoor Indoor Indoor Grains Input Data Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 10 9 80% n/a 70 n/a Summer: 83 71 56% 50% 75 30.17 [System 2 1st Floor, Basement Outdoor Outdoor Outdoor Indoor Indoor Grains Data D Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 10 9 80% n/a 70 n/a Summer. 83 71 56% 50% 75 30.17 Duct Sizing Inputs Main Trunk Runouts Calculate: Yes Yes Use Schedule:, Yes Yes Roughness Factor: 0.00300 0.01000 Pressure Drop: 0.1000 in.wg./100 ft. 0.1000 in.wg./100 ft. Minimum Velocity: 650 ft./min 450 ft./min "Maximum Velocity: 900 ft./min 750 ft./min Minimum Height: 0 in. 0 in. Maximum Height: 0 in. 0 in. Outside Air Data VUnter Summer Infiltration Specified: 0.130 AC/hr 0.070 AC/hr 83 CFM 45 CFM -Infiltration Actual: 0.130 AC/hr 0.070 AC/hr Above Grade Volume: X 38,309 Cu.ft. X 38,309 Cu.ft. 4,980 Cu.ft./hr 2,682 Cu.ft./hr X 0-0167 X 0.0167 Total Building Infiltration: 83 CFM 45 CFM Total Building Ventilation: 70 CFM 70 CFM ---System 1--- Infiltration &Ventilation Sensible Gain Multiplier: 8.78 = (1.10 X 0.998 X 8.00 Summer Temp. Difference) Infiltration &Ventilation Latent Gain Multiplier: 20.47 = (0.68 X 0.998 X 30.17 Grains Difference) Infiltration &Ventilation Sensible Loss Multiplier: 65.84 = (1.10 X 0.998 X 60.00 Winter Temp. Difference) Winter Infiltration Specified: 0.130 AC/hr(38 CFM), Construction:Tight Summer Infiltration Specified: 0.070 AC/hr(21 CFM), Construction:Tight ---System 2--- Infiltration &Ventilation Sensible Gain Multiplier: 8.78 = (1.10 X 0.998 X 8.00 Summer Temp. Difference) Infiltration &Ventilation Latent Gain Multiplier: 20.47 = (0.68 X 0.998 X 30.17 Grains Difference) Infiltration &Ventilation Sensible Loss Multiplier: 65.84 = (1.10 X 0.998 X 60.00 Winter Temp. Difference) Winter Infiltration Specified: 0.130 AC/hr(45 CFM), Construction:Tight Summer Infiltration Specified: 0.070 AC/hr(24 CFM), Construction: Tight F:\...\555 Soundview Rd_11052018.rh9 Tuesday, November 6,2018, 12:49 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Rating Service Manual-DJS Islip Terrace NY 11752 Page 4 Load Preview Report Nei ft Ser Lai Net Sen Htg Clg Ac Duct Scope To [Tor Area Gain Gain Gai Loss CFM CFM CFM Size Budding - - _ T - - __t_ 2_82` 1,4_38-4,061 29,861 4,031- 33,892 4_7,00_9_1,800 1,800- 1,800-_ _ System 1 1 26 1,040 1,313 13,012 2,139 15,151 19,995 1,000 1,000 1,000 12x1 Ventilation 30T, 716' 1,024 2,304 08 - -- -- -�- HW Piping ' 1,313 12,704 1,423 14,127 16,783 1,000 1,000 1,000 12x1 Zone 1---- - -------------- - - - - - - -F--- ----- - ---- -- 1-Study - _ _ _ _,_ _ _• 134--_ 2,775- 252 3,027 2,122 126 218 218, 2-_ 2-Bedroom Back Left W_I_C -�- - - ?-- I 70. 70! 21'- 91! �511j 30; 6; T W 1-4 3-Bedroom Back Left j -299;- 3,029 294' 3,323 4,233 252 238' 238; - ---3-6 -- - -- - ---- - --- ---- -- -� - -- - ----;-- - -- - - --r - 4-Bedroom Back Left Bath _ _ -, _ :_ _14_0;- 469, 29r 498` 1,218-_73' 37 37 1--4 226 2,816 282 3,098 3,112 185'._, 222 222' 3 5-Bedroom Back Right - _-- -.--,I --- -` - - - - - - -7- -- -I - - 6-Bedroom Back Right WlC i 40j 54 21j 75, 443 26, 4 4, 1.- 7-2ndFloor HallBath __ I 65' 34• 0[ 341 148 9' 3 3' 1 8-Bedroom Front Right _ - 278' 2,759 289 3,048 3,377 201. 217 21T _ 2 9-2nd Floor Hallway _ 611 698 235 933, 1,619 96 55- 55j 1-4 ---2 ---------- - -- - --- - - - - -- - ---i - - 19 1 , System 2-- _ _ 156 1,760 2,748 16,849 1,891 18,741 27,013 800 800-, 806 10x1 Ventilation _ - 307 _71611,024, 2,304 I HW Piping ----- ------- ---- - '- - 272 - ` ---1 Zone 1 - 2,748 16,542 1,175 17,717 24,437 800_ 800 800 10x1 10-Jr Master Bedroom 221; 2,643 48- 2,691 2,357 77{ 128 128'- 2 -- -- - - - - - - i I - 11-Jr Master Bath 53- 477 9; 486 525 1T_ 23 23 1-4 12-Mudroom,Bath ! __ _ 90', 697• 421 739, 902: 36 34 34,_ 1 13-Foyer 235; _ 58_9' 65,654 1,615_ 53 28 281 1-4 14-Kitchen,Den,Dmmq _- - _77_5; 10,361, 820 11,181 9,189 3011 501; 501; 5-6 15-Basement Area i 1,374 1774 191; 1,965 9,849 322 86 86!` 1-6 - 5- - -- - ---- --- --- --- --- -- ----,-- --- - ------ - ---i -- -- � I i- 5 •, , 2 F:\...1555 Soundview Rd 11052018.rh9 Tuesday, November 6,2018, 12:49 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy.Ratinq Service '��J/ Manual DJS Islip Terrace.NY 11752 Q��+++!!V// Page 5 Duct Size Preview Room or Source Mmimu Maximu Rough Desi g SP Duc Duc Htg Clg Act. Duct Duct Name Velocit Veloat Facto L/10 Loss Veloci Lengt Flo 0 System 1 i t -Supply_Runouts Zone 1 ------- - - ---- -- - ------ 1-Study _ Built-In 450 750 _ 0.01. 0"1; 556.2 126 29' _ _2.18' 2- - 2-Bedroom Back Left WIC Built-In i 450 750' 001, 0 V ! 63.1 30 ` 1 6 17- - - - - ------ 3-Bedroom Back Left Built-In _ 450 7.5.0 001 0.1_ _ 404.8 252.,_23 236 3-6 -- -- -- - - - -_ -- - -- - -- - - 4234 - - - -- - 4-Bedroom Back Left Bath Built-In _450 750 0 01 Oil f 73r3 37;__ 1--4 5-Bedroom Back Right-^ Built-In _450, T�750 ` 001 0 1! ,_ 376_3- _ 18_5 22 _ 222 _3-6 6-Bedroom Back Riqht WIC_ _Built-in _ _ _450. __ 750 _ 001 0.1' __ -_487 _ _ _ 26 , s:. 4 _ _ 4' 1-_- 7-2nd Floor Hall Bath - i Built-In 1_ _ 450 750 0.01; 0.1' 307 9, -3 _ y_3: 1- - - - - - - 8-Bedroom Front Right Built-In 450 750 001 0.1 553 201"'a R21: 217 2- - - - - -5 ' 9-2nd Floor Hallway _ Built-In 450 750 0 Of 0 1f 6296 96 '>^e7'S 55 1--4 Other Ducts in System 1 _ Supply Main Trunk Built-in _ _ _650 _ _ 900 0 003 - 0.1 _ _ 800- 1,000 -1"009 1,000 12x1 System 2 - - --- - - - --� -- - Supply Runouts Zone 1 - - -' -- _ - - ------450 _ - -75 -- -_ - - -- - --128 -- 10-Jr Master Bedroom Built-In 450 750 0.01; 0 1 732.4 77 -12 128 2 1 W Master Bath Built-In 450 750 001, 0.1 2645 17 '2Y 23; 1 12-Mudroom,Bath Built-in 450 _ 750 0.01 0"1; 386-3 30 34' 1 13-Foyer Buuit-In 450 - - - -- - i- - - - - - -- _750__- - 0 -.01.-- - - _ --- -Built-in- 0.1 _' _ 3263 _ �_ 53""""t:�2 S 28_ _ 1 14-Kitchen,Den,Dm_i_nq_ Built-In_ 450 _ _750 00.01' 01' _ 510.4 301 "'"501 5.0_1 _ 5 15-Basement Area IBuilt-In 456 750' 001, 01` 437"1 322 8+ 86 1-6 - ---- -- - --- -- -- - - Other Ducts in System 2_ Supply Main Trunk Built-In 656 900 0"003 0.1: 768800; ", 80 800 10x1 Summary Svstem 1 Heabnq Flow: 1000 _ Cooling Flow: 1000 Svstem 2 Heatinq Flow: 800 Coollnq Flow. 800 - - - - - _ - - -- -- -- F:\...\555 Soundview Rd_11052018.rh9 Tuesday, November 6,2018, 12:49 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Rating Service Manual DJS Islip TerraceNY 11752 Page 6 Total Building Summaly Loads Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain U:0.32,SHGC:0.30: Glazing-U•0.32, SHGC:0.30, u-value 922.2 17,705 0 13,269 13,269 0.32, SHGC 0.3 11 P: Door-Metal- Polyurethane Core 63 736 0 238 238 12E-3sw:Wall-Frame, R-19 insulation in 2 x 6 stud 1583.6 5,608 0 588 588 cavity, R-3 board insulation, siding finish,wood studs 12E-3sw, Part-Frame, R-19 insulation in 2 x 6 stud cavity, 325.5 19 0 19 19 R-3 board insulation, siding finish, wood studs 15130-10s3-2:Wall-Basement, , R-10 board insulation to 1232.2 5,708 0 332 332 3', no interior finish,2'floor depth R38LD: Roof/Ceiling-Roof Joists Between Roof Deck and 1969 3,663 0 853 853 Ceiling or Foam Encapsulated Roof Joists, Custom, R-38 open cell 1/21b.spray foam, 9.5 inches in 2x10 joist cavity 20P-30: Floor-Over open crawl space or garage, Passive, 239 502 0 25 25 R-30 blanket insulation, any cover 21A-28: Floor-Basement, Concrete slab, any thickness,2 1374 1,814 0 0 0 or more feet below grade, no insulation below floor, anv floor coven shortest side of floor slab is 28'wide Subtotals for structure: 35,755 0 15,324 15,324 People: 5 1,000 1,150 2,150 Equipment. 683 11,887 12,570 Lighting: 40 136 136 Ductwork: 0 0 0 0 Infiltration:Winter CFM: 83, Summer CFM:45 5,465 915 391 1,306 Ventilation:Winter CFM: 70, Summer CFM:70 4,609 1,433 615 2,047 Exhaust:Winter CFM:70, Summer CFM:70 Hot Water Piping, 65 ft.Total: 1,180 0 0 0 AED Excursion: 0 0 358 358 Total Building Load Totals: 47,009 4,031 29,861 33,892 Check Ficiures Total Building Supply CFM: 1,800 CFM Per Square ft.: 0.443 Square ft. of Room Area: 4,061 Square ft. Per Ton: 1,438 Volume(ft3): 38,309 FB-uilding Loads Total Heating Required Including Ventilation Air: 47,009 Btuh 47.009 MBH Total Sensible Gain: 29,861 Btuh 88 % Total Latent Gain: 4,031 Btuh 12 % Total Cooling Required Including Ventilation Air: 33,892 Btuh 2.82 Tons(Based On Sensible+ Latent) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. F:\...\555 Soundview Rd-1 1052018.rh9 Tuesday, November 6,2018, 12:49 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Rating Service Manual DJS Islip rr ,N 11752 {{// Page Equipment Data - System 1 - 2nd Floor -Cooling System Type: Standard Air Conditioner Outdoor Model: RA1630AJ Indoor Model: RCF3617 Tradename: RHEEM Outdoor Manufacturer: RHEEM Indoor Manufacturer: RHEEM AHRI Reference No.: Nominal Capacity: 28000 Adjusted Capacity: 28000 Adjusted Sensible Capacity: 22000 Adjusted Latent Capacity: 6000 Efficiency: 16 SEER Heating System Type: Propane Furnace Model: R95PA0601317 Tradename: RHEEM Manufacturer: RHEEM Capacity: 58000 Efficiency: 95 AFUE This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB: 83F, SOWB: 71 F,WODB: 10F, SIDB:75F, SIRH:50%,WIDB: 70F, Sen.gain: 13,012 Btuh, Lat. gain:2,139 Btuh, Sen. loss: 19,995 Btuh, Entering cig. coil DB: 75.517, Entering cig. coil WB: 63.1F, Entering htg. coil DB:67.9F, Clg. coil TD:20F, Htg.coil TD:70F, Req. cig. airflow: 579 CFM, Req. htg. airflow: 230 CFM F:\..:\555 Soundview Rd_11052018.rh9 Tuesday, November 6,2018, 12:49 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Rating Service Manual DJS [slip Terrace NY 11752 Page 8 E ui ment Data - System 2 - 1st Floor Basement Cooling System Type: Standard Air Conditioner Outdoor Model: RA1624AJ Indoor Model: RCF2417 Tradename: RHEEM Outdoor Manufacturer: RHEEM Indoor Manufacturer: RHEEM AHRI Reference No.. Nominal Capacity: 24000 Adjusted Capacity: 24000 Adjusted Sensible Capacity: 18000 Adjusted Latent Capacity: 6000 Efficiency: 16 SEER Heating System Type: Propane Furnace Model: R95PA0601317 Tradename. RHEEM Manufacturer: RHEEM Capacity: 58000 Efficiency: 95 AFUE This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB: 83F, SOWB: 71 F,WODB: 10F, SIDB:75F, SIRH: 50%, WIDB: 70F, Sen. gain: 16,849 Btuh, Lat. gain: 1,891 Btuh, Sen. loss:27,013 Btuh, Entering clg. coil DB:75AF, Entering clg. coil WB: 62.9F, Entering htg. coil DB: 67.4F, Clg. coil TD:20F, Htg. coil TD: 70F, Req. clg. airflow: 754 CFM, Req. htg. airflow: 322 CFM F:\...\555 Soundview Rd_11052018.rh9 Tuesday, November 6,2018, 12:49 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Rating Service Manual DJS Islip Terrace.NY 11752 1 1 Page 9 Manual S Performance Data'- System 1 = 2nd Floor Coolina Loads and Desi- n Conditions Outdoor Dry Bulb: 83 Sensible Gain: 13,012 Outdoor Wet Bulb: 71 Latent Gain: 2,139 Indoor Dry Bulb: 75 Total Gain: 15,151 Indoor RH: 50 Load SHR: 0.86 Elevation: 67 Supply Airflow: 1,000 Latitude: 40 Entering Dry Bulb: 75.5 Altitude Factor: 1 Entering Wet Bulb: 63.1 Equipment Performance Data at System Design Conditions Standard Air Conditioner Model: , Nominal Capacity: 28,000 t ` EDB EWB Air Flow ODB Total Power 75.5°F °F CFM °F Capacity p h Input ensible SIT Capacity MBtuh 63.1 100 83 28 0 0.786 22 Interpolation Results: Percent Load of Load Sensible Capacity: 22,000 13,012 169% Latent Capacity: 6,000 2,139 280% Total Capacity: 28,000 15,151 185% This system's equipment was selected in accordance with ACCA Manual S. F:\...\555 Soundview Rd_11052018.rh9 Tuesday, November 6,2018, 12:49 PM i Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Rating Service Manual DJS Islip Terrace NY 11752 Page 10 Manual S Performance Data - System 2 -' 1st Floor Basement Cooling Loads and Design Conditions Outdoor Dry Bulb: 83 Sensible Gain: 16,849 Outdoor Wet Bulb: 71 Latent Gain: 1,891 Indoor Dry Bulb. 75 Total Gain: 18,741 Indoor RH. 50 Load SHR: 0.90 Elevation: 67 Supply Airflow: 800 Latitude: 40 Entering Dry Bulb: 75.4 Altitude Factor- 1 Entering Wet Bulb: 62.9 E ui ment Performance Data at System Design Conditions Standard Air Conditioner Model: , Nominal Capacity: 24,000 e d EDB EWB Air Flow ODB Total Power 75.3 OF OF CFM OF Capacity cInput Sensible MBtukW SIT Capacity MBtuh 62 q 800 831 24 184 075 18 Interpolation Results: Percent L aad ofLoad oad Sensible Capacity: 18,000 16,849 107% Latent Capacity: 6,000 1,891 317% Total Capacity: 24,000 18,741 128% Power Input: 1.84 This system's equipment was selected in accordance with ACCA Manual S. i F:\...\555 Soundview Rd-1 1052018.rh9 Tuesday, November 6,2018, 12:49 PM IvAir. .1 FOUNDATION (1ST) ----------------------------- FOUNDATION 1 cp ROUGH FRAMING& PLUMBING WIN � ' ' �•,, Fr�1�.� '�� "d �..�.i�1��� 'i��id��l.L�L�'� 1�ILZ��iIA�'115ZT LVLWA INSULATION PER N.Y-. 020 STATE ENERGY CODE 1 ' mom mm ADDITIONALMap IMMUNE 01 =LOAKA 0, mqff low- CUR I I i:.= ,_ �' I ,' r - -tel � ! (�� IJ/.�i Iwo ; / � � � ' J/ �,_� �'/ •u�'_• P KIM � fI' I tx. • 1 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL (Sbard of Health SOUTHOLD, NY 11971 Zets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: 631 765-9502 girve SoutholdTown.NorthFork.net PERMIT NO. Check (atic Form N.Y.S.D.E.C. --.Trustees <QD, Application Flood Permit- Examined ermit•• Examined 20 le&Separate St rm-Water Assessment Form Contact: DI Approved ,2011 Mail to:J7ODO%G-lb Disapproved a/c ZU �- 41 //050, tf 94 Phone: _ N Expiration ,20J ff, - /41)spector -717� rX�� [MdL� V [2 1 m n D SEP m 8 2017 APPLICATION FOR BUILDING PERMIT (� Date Se � , 2017 BU MDING DEPT. INSTRUCTIONS TOWN OF SOUTHOLD a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demoliti as ei e ribed he applicant agrees to comply with all applicable laws, ordinances,building code,housing code n i , an admit authorized inspectors on premises and in building for necessary inspections. na re of applicant or name,if a corporation) 27 Sully Drive, Manhasset, NY 11030 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder OWNER Name of owner of premises ARETI LAVALLE (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: 555 Soundview Rd. , Orient Point, NY House Number Street r.•, *t~;t_��. ; . Hamlet County Tax Map No. 1000 Section-1 5 '`Block' `" 3 Lot 7 r ., i•' .F;�+j .:'ifs, �, qtr ... Subdivision Orient by the Sea Filed Map No. 3444 Lot 4g 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy one f am; 1 Y dwP 1 1 ; n cr b. Intended use and occupancy one family dwelling 3. Nature of work(check which applicable):New Building x Addition Alteration Repair Removal Demolition x Other Work (Description) 4. Estimated Cost V9 �aaO r 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 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. n/a 7. Dimensions of existing structures, if any: Front 5 8 ' Rear 5 8 1 Depth 7r Height 22 Number of Stories 2 Dimensions of same structure with alterations or additions: Front Depth Height Number ofS'tf ries, . i 8. Dimensions of entire new construction: Front 46 . 8 ' Rear 46 - 81 iti�'' Depth 44 - 41 a Height 24 .5 ' Number of Stories 2 - F•.w 9. Size of lot: Front 100 ' Rear 100 ' Depth 268 .14 IRR •''��'.tii.-&�v.��S +.ri'c��i`�i.4 1'1x,4 4jy'� 10. Date of Purchase 8/2 016 Name of Former Owner L. Emmanuele 11. Zone or use district in which premises are situated R-40 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO--%- 13. Will lot be re-graded? YES NO x Will excess fill be removed from premises? YES NO x Manhasset NY 11030 14. Names of Owner of premisesAreti Layalle Address 27 Sully Dr. Phone No. 91 7-4 4-671 9 Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES x NO IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES 1( NO IF YES, D.E.C. PERMITS MAY BE REQUIRED. 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 x NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS. COUNTY OF&Mf ) ARETI LAVALLE being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the OWNER (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn tyy��'before me this �// IN4 day of rV1e,,, hf r-20 17 CINDY KOOTKIAS Notary Public Notary Public StaWM01 W Signature of Applicant No.01 K Qualiified in Queer my Commission Fires Nov.04, 2017 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do,you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Suryey Sou tholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 Single&Separate Storm-Water Assessment Form NOV 10 2016 Contact: Approved ,20 Mail to: Disapproved a/c ?O Wt r7 O>tiTH® Pho4ACv—7©Z—?2 14 Expiration 0 y wilding Inspector APPLICA OR BUILDING P RMIT ` ate 20 LCA INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue'a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has,not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department,for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and'other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housin e,and r ulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) to Va� 077 JAiktnao (Mailing address of applicant) State whether applicant is owner, lessee, agent, rchitect gineer, general contractor, electrician, plumber or builder Name of owner of premises?,LL � 911A LV ALL (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. Locaatio of land on which proposed work will be done: GiDy W 0 IBJ Qy-IyQg I House Number Street Hamlet County Tax Map No. 1000 Section Block Lot 7 oj- li Subdivision l Filed Map No. k Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy �3. Nature of work(check which applicable): New Building Addition Alteration repair Removal Demolition Othe�ork _Djf�q C (Description)C 1 U 14. Estimated Cost F� d on filingthis application) 15. If dwelling, number of dwelling units $ m er of dwelling units ach floor 11 If garage, number of cars i 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front � at,L�p�'G 11 T Depth Height Number of Stories I Dimensions of same structure with alterations or additions: Front i Rear 1 Depth Height Number of Stories I 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 19. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated ! i 112. Does proposed construction violate any zoning law, ordinance or regulation? YES NO I I I13. Will lot be re-graded? YES NO, Will excess fill be removed from premises? YES i NO 14. Names of Owner,of premises Address Phone No. Name of Architect Address - Phone No Name of Contractor Address Phone Not. I 15 a. Is this property within 100 feet of a tidatwetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300'feet'of a tidal wetland? * YES.` NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. i 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) COUNTY OFjy �(Ss: ' G'✓11�.�j being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, �(S)He is the (Contractor gent 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; jthat all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. (Sworn tobeforeme this II day of jy��y0-nhjLqX _201_MCI I(71P AL j i Notary Public NOTARY PUBCc, STA D OF NEW Y®RK Signature of Applicant' I I NO.01 D W6306900 QUALIFIED IN SUFFOLK COUNTY ! COMMISSION EXPIRES JUNE 30,2ZIO i BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK • d PERMIT NO. 9042 DATE: JUNE 21,2017 d/ ISSUED TO: ARETI LAVALLE i PROPERTY ADDRESS: 555 SOUND VIEW ROAD, ORIENT SCTM# 1000-15-3-7 AUTHORIZATION r� Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in e accordance with the Resolution of the Board of Trustees adopted at the meeting held on June 21. 2017, and in � consideration of application fee in the sum of$250.00 paid by Areti Lavalle and subject to the Terms and - 'Conditions as stated in the Resolution, the'Southold Town Board of Trustees authorizes and,permits the ' following: �' q Wetland Permit to construct a 2,700sq.ft.two-story dwelling with attached garage further landward than existing with a,proposed 378sq.ft.first story porch,42sq.ft.first story deck,and 307sq.ft.second story deck; construct a 396sq.ft. on grade paver patio against the seaward side .� of the dwelling; abandon existing and install new sanitary system further landward; and install t` a new water well;with the condition to establish and perpetually maintain a 15' wide non-turf ►';. buffer along the top of the bluff; and as depicted on the survey prepared by Paul Barylski, Land Surveying,last dated July 5 2017 and stamped approved on July 7 2017. IN WITNESS WHEREOF,the said Board of-Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of this date. t' � � aee• AQQp�► OGS F res .Sanders- bsent coo el Af • ®�` A."-Nicholas K pski-Absent 1 r1. 1 TERMS AND CONDITIONS The Permittee Areti Lavalle,residing at 555 Sound View Road, Orient,New York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages, or claims for damages, of suits arising directly or indirectly as a result of any operation performed pursuant to this permit, and the said Permittee will,at his or her own expense, defend any and all such suits initiated by third parties,and the said Permittee assumes full liability with respect thereto,to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 24 months,which is considered to be the estimated time required to complete the work involved,but should circumstances warrant,request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved, to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized, or if, in the opinion of the Board of Trustees,the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required, upon due notice,to remove or alter this work project herein stated without expenses to the Town of Southold. 8. The Permittee is required to provide evidence that a copy of this Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety(90) calendar days of issuance of this permit. 9. That the said Board will be notified by the Permittee of the completion of the work authorized. 10. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit,which may be subject to revoke upon failure to obtain same. 11. No right to trespass or interfere with riparian rights. This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights,title, or interest in real or personal property held or vested in a person not a party to the permit. Michael J.Domino,President ®�� ®� Town Hall Annex John M.Bredemeyer III,Vice-President Yii;"' "a ® 54375 Route 25 Glenn Goldsmith <, P.O.Box 1179 sem': Southold,New York 11971 A.Nicholas Krupski �� Telephone(631) 765-1892 Greg Williams ���,®� Fax(631) 765-6641 9 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1532C Date:November 4, 2018 THIS CERTIFIES that the construction of a 2,700sq.ft.two-story dwelling with attached garage further landward than existing with a proposed 378sq.ft. first story porch, 42sq.ft. first storms and 307sq.ft. second story deck; construct a 396sq.ft. on grade paver patio against the seaward side of the dwelling; abandon existing and install new sanitary system further landward; and install a new water well; with the condition to establish and perpetually maintain a 15' wide non-turf buffer alongthe he top of the bluff; At 555 Sound View Road, Orient Suffolk County Tax Map#1000-15-3-7 Conforms to the application for a Trustees Permit heretofore filed in this office Dated May 17, 2017 pursuant to which Trustees Wetland Permit#9042 Dated June 21,2017,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the construction of a 2,700sq.ft.two-story dwelling with attached garage further landward than existingwith ith a proposed 378sq.ft. first story porch,42sq.ft. first story deck and 307sq.ft. second story deck; construct a 396sq.ft. onrg ade paver patio against the seaward side of the dwelling; abandon existing and install new sanitary system further landward; and install a new water well;with the condition to establish and perpetually maintain a 15' wide non-turf buffer along the top of the bluff. The certificate is issued to ARETI LAVALLE owner of the aforesaid property. 0 ® CCOb[ Authorized Signature D NOV 1 6 2018 BUMMiG DEPT. TOWN OF S01OLD NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY e Stony,Brook,50 Circle Road,Stony Brook,NY 11780 P;(631)444-031651 F;(6 1)444-0360 www,d�c,ny.gov i LETTER OF NO JURISDICTION TIDAL WETLANDS ACT May 11,2017 i Ms. 'Areti ,aValle 27 S}i�lly Drive Manhasset,NY 11030 Re: ApIplication#1-4738-04534/00001 555 Soundview Rd., Orient Point SC�M# 1000-15-3-7 1 Dear Ms. aValle: ! Baled on the information you submitted,the Department of E vironmental Conservation has detemin that that the portion of the property listed above which is h cated landward of the "Top of Bluff' as shown on the survey by Paul Barylski,last revision dated 4-25-2017 is beyond Tidal Wetands.Act(Article 25)jurisdiction. Therefore, in accordance wi the current Tidal Wetlands Lana Use Regulations (6NYCRR Part 661)no permit is required for work landward of the"Top of Bluff'. Be advised,no construction, sedimentation, or disturbance of y kind may take place seaward of thse tidal wetlands jurisdictional boundary, as indicated above,without a permit. It is your resp onsibi ity to ensure that all precautions are taken to prevent any sedimentation or disturbance within Article 251 jurisdiction which may result from your project. Such preca ations may include maintaining adegaate 'Fork area between the jurisdictional boundary and your proje t(i.e. a 15'.wide construction areas or er�cting a temporary fence,barrier, or hale bay berm. This letter shall remain valid unless site conditions change. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities.Because no permit is needed, check #2371 for$200.00 is returned with this letter. i Si ere usan Ac erman /De pus�,ty Peimit Administrator cc: BOH-TW j i File i c artmentof =0141 LNIwK Envlronmantal Coni®rvatfon i i FORM NO. 3 NOTICE OF DISAPPROVAL DATE:November 16, 2016 TO: Chuck Thomas (LaValle) PO Box 877 Jamesport,NY 11947 Please take notice that your application dated November 10, 2016 For permit to construct an additions and alterations to an existing single family dwelling at Location of property: 555 Soundview Avenue, Orient County Tax Map No. 1000—Section 15 Block 3 Lot 7 Is returned herewith and disapproved on the following grounds: The proposed construction is not permitted pursuant to Article XXII Section 280-116A, which states, "All buildings or structures located on lots upon which there exists a bluff landward of the shore or beach shall be set back not f a 100 feet from the top of such bluff." The ro edconstruct noted as bei 67.5 feet from the top of the bluff. Authoriz Signature Note to Applicant: Any change or-de tion to the above referenced a '6n,may require further review by the Southold Town Bui ' De artme CC:file, Z.B.A. BOARD MEMBERS F SQU�y - Southold Town Hall Leslie Kanes Weisman,Chairperson a®� D�� 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Eric,Dantes Office Location: Gerard P.Goehringer S1111 Town Annex/First Floor,Capital One Bank George Homing 'rp `�� 54375 Main Road(at Youngs,Avenue) Kenneth Schneider OulnSouthold,NY 11971 D �� �/ Dhttp://southoldtown.morthfork.net RECEIVED • ZONING BOARD OF APPEALS FEB 2 2 F E B 2 7 2017 TOWN OF SOUTHOLD t�le�rk 2017 Tel.(631)765-1809•Fax(631)765-9064u old BUILDING DEFT. So TOWN OF S® FINDINGS,DELIBERATIONS AND DETERAHNATION MEETING OF FEBRUARY 16,2017 ZBA FILE# 7026 NAME OF APPLICANT: Areti LaValle PROPERTY LOCATION: 555 Soundview Ave, Orient NY SCTM 1000-15-3-7 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated December 27, 2016 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated January 30, 2017. Based upon the information provided on the LWRP Consistency Assessment Form submitted as well as the records available, it is the coordinator's recommendation that the proposed action is CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP. SUFFOLK COUNTY SOIL AND WATER CONSERVATION DISTRICT (SWCD): This application was referred for an evaluation and recommendation. According to a letter from the agency, dated February 1,2017, an inspection of the property was conducted on January 4, 2017.The agency technician observed areas of the bluff,as highly unstable in areas of water sprinkler installation, and in some areas erosion was apparent. It was recommended, in order to maintain bluff stability, that excavation and construction equipment not to be stored or left running in proposed construction area, additional rooftop stormwater contribution be installed to divert run off away from bluff face, and re-vegetative planting for bluff stabilization. Landscape debris needs to be removed and bluff should be regularly inspected and immediately repaired especially after storm events. PROPERTY FACTS/DESCRIPTION: The parcel is a non-conforming 26,355 square foot waterfront parcel located in an R-40 Zoning District. The parcel measures 100 feet along the Long Island Sound to the north, measures 100 feet along the southerly property line fronting Soundview Avenue , 268.14 feet on the along the westerly property•line and265.48 feet along the easterly property line The property is improved with a two story frame dwelling, an attached garage and rear porch As shown on a survey prepared by Paul Barylski, LLS dated November 5,2016. ;gage 2,February 16,2017 #7026,Lavalle SCTM No. 1000-15-3-7 BASIS OF APPLICATION: Request for a Variance under Article XXII, Section 280-116A; and the Building Inspector's November 16 2016,Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single family dwelling at: 1) proposed additions and alterations located less than the code required 100 feet from the top of the bluff; located, at: 555 Soundview Avenue, (Adj. to Long Island Sound) Orient,NY. SCTM# 1000-15-3-7. RELIEF REQUESTED: The applicant requests a variance to make additions and alterations to an existing house that will result in a bluff setback of 67.5 feet where code requires a 100 foot setback, FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on February 2,2016 at which time written and oral evidence were presented, Based upon all testimony,documentation,personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 4267-b(3)(b)(1). Grant of the variance(s)will not produce an undesirable changd in the character of the neighborhood or a detriment to nearby properties. The neighborhood consists of single family homes. The proposed second story addition will make the subject dwelling consistent in size with other homes in the area. Other non-conforming bluff setbacks exist in the subject neighborhood. 2. Town Law $267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The existing two story residence has a non-conforming setback from the bluff. Any additions and alterations on the seaward side of the dwelling will require the benefit of an area variance. 3. Town Law &267-b(3)(b)(3). The variance(s) granted herein is mathematically substantial, representing 32.5% relief from the code. However, the existing structure has a non-conforming bluff setback which the proposed additions and alterations will not change. . 4. Town Law 11267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. Additionally,the Suffolk County'Soil and Water Cbnservation District has made recommendations regarding the proposed construction in order to prevent further destabilization of the bluff face, which have been included in the conditions required for this variance relief. . 5. Town Law X267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law §267-1b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to. enjoy the benefit of a renovated home while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Dantes, seconded by Member Horning, and duly carried,to Page 3,February 16,2017 47026,Lavalle SCTM No. 1000-15-3-7 GRANT the variance as applied for, and shown on the Architectural plans prepared by Charles M. Thomas, Architect, labeled A-1-5 and dated July 14, 2016 and survey prepared by Paul Barylski, LLS dated November 5, 2016. SUBJECT TO THE FOLLOWING CONDITIONS: 1. Approval by the Town of Southold Board of Trustees, as required. 2. In Accordance with Suffolk County Soil and Water Conservation District recommendations: a) Excavation and construction equipment not to be stored or left running in proposed construction area. b) Irrigation sprinklers located along the top of the bluff should be disconnected. c) Additional rooftop stormwater contribution fitted with downspouts where necessary and diverted away from bluff face and into drywells in order to reduce surface water flow to the bluff face. d) Re-vegetative planting as recommended for bluff stabilization according to recommendations of SWCD. e) Removal of landscape debris. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s)granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not'authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Pursuant to'Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may,upon written request prior to the date of expiration, grant an extension not to exceed three(3) consecutive one (1)year terms. Vote of the Board.- Ayes.-Members Weisman (Chairperson), Schneider, Horning and Dantes. (Member Goehringer not present) This Resolu ' n was duly adopted(4-0). Leslie Kanes Weisman, Chairperson Approved for filing C� /-V /2017 J 15 f I BOARD MEMBERS Southold Town Hall L slie!Kanes Weisman,Chairperson �*of $DUTyO 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes G I Town Annex/First Floor,Capital One Bank Gerard P.Goehringer ,�O ® i0 1 54375 Main Road(at Youngs Avenue) Nicholas PlanamentoIiYCOUI I Southold,NY 11971 f http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD D [Ec[�DV[ETel.(631) 765-1809•Fax(631)765-9064 DD M AY - 5 2017 Ma} 3, 2017 j I j BUILDINGDEPT. Areti Lavalle TOWN OF SOUI'HOLD 27 �ully Drive Mahhasset,NY 11030 RE: Request for De Minimus detbrmination #7026, 555 Soundview Avenue, Southold Dear Ms.Lavalle; We!are in receipt of your correspondence dated April 19, 2017 requesting a de minimus determination in the above referenced Zoning Board of Appeals decision. Cori�sistent with your amended survey, last revised April 25, 2017, ani your updated building plans, you are requesting that the Board allow the construction of your proposed single family dwelling, including an attached porch and deck, be located 83.1 feet from top of bluff instead of the relief granted, in Appeal No. 7026 dated February 16, 2017, of 67.5 feet. Your revised plans,not only locates your home further from the bluff,but also proposes reducing the overall size of your dwJlling. i 1 Based upon the information provided, I have determined that your requested modification is de minimus in nature because no additional nonconformity will be creat6d. Rather,your amended plans will reduce the non-conformity, and the intent of the original ZBA decision will not be altered. Please be advised that the conditions set forth in Appeal No. 7026 will still apply. Contact our i offi6e if you have any further questions or concerns. I will instruct the office to send a copy of this letter and your request to the Building Department. i cerely ; Leslie Kanes Weisman Chairperson cc: Michael Verity, Chief Building Inspector I I ; i Areti Lavalle 27 Sully Drive j Manhasset, New York 11030 i (917) 414-6719 I April 19, 2017 i Zoning Board of Appeals Town of Southold 53095 Main Road a �� �� PO Box 1179 Southold, NY 11971 MAY O 1 2017 Attention: Leslie Kanes Weisman, Chairperson ----------- BY: -?QaU Re: ZBA File 7026 Premises: 555 Soundview Avenue, Southold, NY Dear Ms. Weisman: I f 1 have received your Findings, Deliberations and Determination of February 16, 20117 and thank you for your approval. I am submitting this letter requesting an approval as a De minimis change of amended plans, copies of which are attached. After looking at our long term needs and in consideration of construction costs rec ived on the previous plan, we have decided to scale do` n the house to suit our needs better as a retirement home. The new plans reduce the size of the home to approximately 2778 square feet from the original plans, which I{believe were in excess of 350 square feet. In addition, we believe in order to reduce the 'mpact of physical and environmental conditions, the new house will be relocated 100,feet away from the bluff. They new plan will better serve our family, as well as preserving and protecting the bluff and character of the neighborhood in the best interests of all parties. If you have any questions, please do not hesitate to contact me. Please advise as soon as possible, as you can imagine we are excited to begi� this project. { Respectfull d, i j i Lavalle i �Seott A. Russell SUPERVISOR .9 � MAN A\(GI]EI��/I[]EN T SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Win Road-SOUTHOLD,NEW YORK 11971 2y�o ��- T`Qwn of Southold t 1 CHAPTER 236 - STORMNVATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY TI IL APPLICANT ) SEP 0-2017=------- �- -- --- -- ---- -_ - ------ :- ! DOES THIS F'ROJECT I1N'VO LI"E ANY OF 'I'H l FOLLO-WING. Yes No tCHECF ALL THAT APPLY) � , ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑ B. Excavation or filling involving more than 200 c bic yards of material within any parcel or any contiguous area. ❑ C!. Site preparation on slopes which exceed 10 feet;vertical rise to 100 feet of horizontal distance. ; D. Site preparation within 100 feet of wetlands, beach, bluff or coastal ::9 J, erosion hazard area. ❑ Ef. Site preparation within the one fIDodplain as depicted i on FIRM Map of any watercourse. ❑ �1 Installation of new or resurfaced impervious su}-faces of 1,000 square feet or more, unless prior approval of a Stormwlater Management Control Plan was received by the Town and thel 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 Dumber! Chapter 236 does not apply to your project. �(C If you'answered YES to one or more of the above, please submit Two copies of a Stprmwater Management Control Plan and al completed Check List Form to the Building Department with your Building Permit Application. ==_l_ -_ ___--_=__=_________—_----______ • S.C.T.M. 1000 Date- APPLICANT -P)opem Oaner.Design Profineonal,Agent.Contactor,Other) I Dutnct yA�iE iT/ Ct G' 1� L5 3 i " 6 17 j m,ur Section Block Lot FOR BUILD[NG DL-:PAI-rl-MENT LSL:ONLY*k�" Contac)Informa*jon Reviewed ed B`- -`- - - - - - - - - - - - - - - - ! Datc- 9- Pro l erty Address/ Location of Construction W ork: — — — — — — -- - - — — — — — ® Approved orn pt�ocessing Building Permit. O �5, J U �/ Stormt�ater MaOgement Control Plan Not Regwred. ()LLA)_� VO k�J1 AJ Li � Stormiwatei Management Conll of Plan is Requu cd (Fol ai d to Ettgineentig Department fol Ret•tcmr) FORM S',1C P-TOS m:_Y&4' i APPLICANT S.C.T.M.#: 1000j (Property Owner,Design Professional,Agent,Contractor,Other) pS'+-FaAj- CHAPTER 236 d -—Stor-mwater-Management-Control-Ptlan--C-HiE-CI-L-IST------- Section Block Lot N NAME —S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application.'16 Date:.-- -- �' *Therapplicant-must pr- vide-a-Complete-Explanation.and/or--Reason-for--not-providing- - - �7 1���� !f—rua� �'�� all Information that has been Required by the following Checkhstl 1 A Site Plan drawn to scale Not Less that 60' to the inch MUST If You answered No or NA to any Item, Please Provide Justification Herel -,how all of the following items: YE NO j NA If you need additional room for explanations, Please Provide additional Paper a Location & Description of Property Boundaries b. Total Site Acreage i c Existing - Natural & Man Made Features within 500 L.F. of the Site Boundary as required by§236-17(C)(2) i 1� EROSION &SEDIMENT CONTROLS d. Test Hole Data indicating Soil Characteristics&Depth to Ground Waterl�� Steall include but n ot be limitpri tn. e. Limits of Clearing & Area of Proposed Land Disturbance. A well maintained Construction Rntr;;pre f. Existing & Proposed Contours of the Site (Minimum z intervals) [� lt ' g. Location of all existing & proposed structures, roads, driveways, sidewalks, drainage improvements&utilities. h. Spot Grades & Finish Floor Elevations for all existing& proposed structures. I Location of proposed Swimming Pool and discharge ring. j. Location of proposed Soil Stockpile Area(s). k. Location of proposed Construction Entrance/Staging Area(s). V 1 Location of proposed concrete washout area(s). [—j 60 7 M Location of all proposed erosion&sediment control measures. 2, Stormwater Management Control Plan must include Calculations showira that the stormwater improvements are sized to capture,store,and infiltrate --- -_--on-site-the run-off from-all-imper-wous-surfaces-generated-by-a-two-(_')-Inch - -- INAGE INSPECTIONS ARE REQUIR.- ----- --- — rainfall/storm event 3 Details&Sectional Drawings for stormwater practices are required for approval. Items requiring details shall include but not be limited to: a Erosion & Sediment Controls, b Construction Entrance & Site Access. c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) E- =1 d. Leach in(, Structures (e.a. infiltration basins,swales,etc.) l (}-NL7 ,,>, � I �n Additional Information is R ed. Reviewed & I 1:1 Stormwater Management Control PARS Not`�'omplete. Approved By- — - - - - - - - - - - - - - - - - - - - - - - - - 1 10 Stormwater Management Control Date: iv Af 117 i SMCP has been approved by the (ffi59 Went. Town of Southold Town Hall Annex Telephone (631) 765-1802 54375 Main Road Fax (631) 765-9502 P.O. Box 1179 rocier.richert town.southold.ny.us ' -Southold NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: DATE: OCTOBER 18, 2017 COMPANY NAME: DOUBLE-POLE ELECTRIC INC NAME: STEVE NEGRI LICENSE NUMBER 3913-ME ADDRESS P.O. BOX 130 NESCONSET NY 11767 PHONE # (631) 361-6440 CELL # (631) 672-0241 FAX # (631) 361-6442 E-MAIL: dblepole@aol.com JOBSITE-INFORMATION' NAME:, h LAVALLE RESIDENCE ADDRESS: 555 SOUNDVIEW ROAD CROSS STREET: ORIENT NY 11957 PHONE NUMBER: PERMIT NUMBER: 42025 TAX MAP # District: Section: Block: Lot: BRIEF DESCRIPTION OF WORK: NEW CONSTRUCTION Is job ready for inspection: NO Do you need a Temp Certificate: YES - please send Temp TEMP INFORMATION (if needed) �l Service Size,', , 200 AMP,, ,UNDER GROUND New Service YES - U Additional Information App. 2,885 sqft OCT 2 4 2011 IDETT- 'JOWS OF To& ®LD o�aSufFotK�o Town Hall Annex �Q Gym Telephone(631)765-1802 54375 Main Road o ..c Fax(631)765-9502 P. O. Box 1179 W _ Southold, NY 11971-0959 • �� BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: Owner: A "7 1 fiVA Q_ Location of Property: a►A/ Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential,structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) X Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: Name (person submitting this form): ��47 Capacity(check applicable line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 '••��7J��La�R # i��..if'�+`��.4YC�i"'�,";3;(����,t'R��"�I#T-.'"i{S'� �S�.yy4i k� f j,'r�fy..t '..-;.Y. '1����ti ,C���Y�..•f{• �'�C S�Nli . i j p - �. f s � __ , � •. , r, r ski yft },�.rf;G, ��k Rvll i\i-,%�Y �r t"s t� '• .+f`.Ns� s s.0 f.- +r, `�ff1 ' l r t J•T `�''�--f '.'"Vfn-s`fi� �1F q:?!:j Y tY� ,; �;: ,y �is E.�^t�•# hJ�i �'`.. �...�°�a{-�!Y. ."�� �' S *` i G ,.•," u v �`r'�"l '%f `trot 5,�YrrSsh.1`y y,• <i .* ,n ♦'t� lfiess'.a"#'!�� L •S ,s`iQ"��r_ p.Y. .,T � � ��rit�„��_.4 t�k' �, ;�tf;,�y,.. .,t r"+t -' �r r�Vis( ar 2 A Rt..��ir•; ��� .�2� i'�s� �apf'x 5 L'atS+t F �.;i �: '�.as>rn r 9• "-*, tf"�><'ix,��`f�'��>t�`..n`a- a"��.r Yk ,.yJ�--�' '�t �5�'p''�`i^f+ � r�M., i N"s-''.{+ c �,'�'��^','a f}tr�r,�i�•F'1 �l..it�t; i�c ":.':': � tt�+4,,,1t�,�"�C�Ys;�''.7!sl,,{�k4�'�t � / .�4 r i�� . �•L Y_".4 't,• :�S.�nrf+J' �'>.: � f.. , .;zy. .. 1( ytt' h2.F4 rS..: 1.31 s ;S �7' �,. [ 'c�,`}`sr� -�•s.+"¢tt`°^eL..S�r �' y i�k,.,,•e.'1 re4' - �f "ff FZ - {•;;ia��iki' �� �,� � ,;h;, ..J`. �'�X-YSt'.3�^r•..q�'"+-,'f.. r.ix..z� !-, - ✓ �+_.•-'i`,x i s�,� '}G'�qt x,,�s L`�'!,�"�- w tb� wr�,L'..""l! f�G�� r�"�-•.• o.' - ",� r kl" r x ��'4 �f;�a/,,,f,..r�� ��t((,,�a'f y�.r.�cy r r'"�•"'#y"f [yy�1Y.° rte'" � - - o• i. (.t• Y•i is I�'ryl',,�y. 1„yt T 4'')4'^y},4F�t FI g.:• 1,-x'X. • 7'2 l 4. Y ' q , Kenneth Stenger national+ r r d Senior Supervisor Customer Fulfillment Deparlment September 22, 2017 Areti Lavalle 27 Sully Drive Manhasset, NY 11030 p [EC[E5'VR D E-Mail:RLAVALLE NYC.RR.COM SEP 2 2 2017 National Grid WO#T102006123 BUILDING DEPT. Service Address: 555 Soundview Road TowN OF sOUTHOLD Orient, NY 11957 To Whom It May Concern: This letter is to advise you that National Grid investigated your request and confirmed that the subject property does not have an active gas service line. New York State law requires anyone planning underground excavation work to notify local utilities by making one call to a toll-free number to get your underground lines identified for you prior to doing any digging. This phone call needs to be made at least 2,days but not more than 10 days prior to starting work, not including the date of the call. The number to call is either the nationally sponsored"811", or the local number for NYC/LI area, 1-800-272-4480.This confirmation letter of no active gas service line to the subject property does not relieve the excavator of making this "811"call. If you have any further questions,kindly contact me at 631-348-6150. Respectfully, Kenneth Sten er Senior Supervisor Customer Fulfillment Gas NY 1650 Islip Ave,Brentwood,NY 11795 T.631-348-6150 F:516-545.2333 kenneth.stenger@nationalgrid,com www.nationaignd.com 3 PSEG Long Island Building&Renovation Services to Park Drive '.Melville,NY 11747 PS(� LONG SEG ISL_�NI3 i l in+nkr!h t rro;enrr't for T+,rr. October 4, 2017 R. Lavalle 27 Sully Drive Manhasset, NY 11030 RE: Electric Demolition Request 555 SOUNDVIEW ROAD, ORIENT, NEW YORK PSEG Notification # 900000058687 Dear Mr. Lavalle: This is to advise you that the PSEG-LI electric facilities at the above referenced location have been disconnected and removed off the building structure that is located on the property. Please note that there may still be PSEG LI facilities located within the property boundaries and that NYS law (NYCRR Part 753) requires all contractors to call for a utility locate (NY 811) prior to performing any ground excavation or regrade activity. The call to the 811 Call Center must be done at least 2 business days prior to the start of the work and confirmation of utility marks having been identified must be received from all the facility owners prior to any site work. You must also contact National Grid at 1-800-930-5003 to procure a letter of demolition associated with natural gas service, whether or not your home or business uses natural gas. If you have any questions regarding the above, please contact Building 8z; Renovation Services at 1-844-341-6378 or via email at BRSLI@PSEG.com. Very ly,y urs,, 1n t ^ Carolyn Matkin, Manage Building & Renovation Se' i ' CM/am N fK/y�w• �il�� 't r I-,n tfTu F«,-1:d: I,, I .., .b:P•at,_ f r--.,,+,>,t:«t—s c.,,...,II—G—,n.„_I.Ji.,t.aac...r..,_.tm,+.m.,,l t• ' •� � COMULT YOUR LAWYrR OEMIZE M MNG T}M INSTRUMENT—I'M MISTRUMENT SHOULD Ot UM)OY LAWYERS(:NCY. ,{ w745 =136 � t THIS INDENTURE,mule the 2nd• dap uF Ur labor nind-1 Irundred and sCventy-twee BETWEEN JOSEPII DOOI,EY and PATRICIA f.. DOOLEY, his wife, both a residing at 1 Park Lane, West Nyak, New fork E 1 c (Ealy of the first pan,and TOWN Or SOUTHOLD, a municipal corporation of tlto State of New York, having its office and principa3 place of business at 16 South Street, Greenport, New York, `M 0 •,•t V r' puny of the anond part, w'} ' WITNESSM,that the party of the first ppaan,in convidention of Tell Dollars and other valuable coulIderauon paid try the luny of the second Imn,does hrrcby grant and rekase unto the party of the mend part,lite hein i st t W or sutxasors and assigns of the psty of the s sand tut forever, � L},C.1,`I�:,C,,lb�Xa��i,{,aYo�,.P,'t�1;-�i a�'`�{'.d3sc'�"+trite?[Db}trtllttdfL'•L.Yt14�Di+''�?I�rII'#i 3#fit3fD0`):Ffi9[�+1'!i144KX: 1 l A right of way IS root In width to lay pipes for highway drainage purposes and to maintain and operate, relay and remove said pipes on, over and through the land hereinafter describer], to wit: a 0 t tt U i A LL that certain plot, piece or parcel of land, situate, lying and being atI Orient, in the Town of Southold, Suffolk County, New York, being a strip of land 15 feet in width, described as follows; BEGINNING at a point on the northerly lire of Soundview Road at the f• southeasterly corner of lot 48 and the southwesterly earner of lot 40, as shown an "'Map of Section Two, Orient by the Sea", filed in the Suffolk County Clerk's Office as iNap No. 3444: from said point of beginning j 1' L,� running along said lot 48, North 2 degrees 50 minutes 50 seconds Nest ds0 feet, more or less, to ordinary high water mark of Long Island Sound; { r —4 thence easterly along said high water mark, I'S feet, more or less;thenru`x through said lot 49, South 2 degrees 50 minutes 50 seconds East 208 feet, 1 more or less, to said northerly line of Soundview Road; thence along said '11 ,til r northerly line, South 77 degree's 30 minutes west 15.22 feet to the point i! or place of beginning. `•' TOGI:TIIL'li::lilt all rightrTitle:and interest,i( of the rt of the ors: arty pap part in and to any strcrtr and r"ris abutline lite above dtaeribed prcarats to the cents lines thcrtof;TOGI~f1;ER with the appurrcnantcs t amt all the estate zltd right;of the party of the ft:st part in and to said prunises;Tl7 HAVE AND TO 1101-11 the prenliw3 herein granted unto the pony of the mcond part the heirs or successors and alar sru of .,1 a alai,fumy of the second p rt forever• Ijp AND the pony of the first port covenants fiat Ilw party of the first part tag not done ars sutTettel anything ' n hcrchy the surd premises have been cncun,hcred in in;!on whatever,eseepi as aforesaid. :1Nf)the party of flit tint pan,in compliance Lrilh Stwion 13 of dx Lie law,covenants that the forty of i the lipt stn i alit rieev i e the consideration for this conveyance and will hold the right to rel;dYt suds anuid- tllr ;i crata.n as a Inut(tmd to he applied first for the purpose of plying the cost of the improvement and will app!)• : the ante fir+t to the say-mrnt of the tort of the improvement before using any part of the total of tht:lite for i "I l an)•other purls se. y I The%mr,l"Flirty":lull hr euttstrurxl as if it rod"pante$'srheuever the sense of this indenture to requires. . ti ++ 1N WITNESS WHFRMF,tits pasty of the first pan I=duly executed this deed the day and year first above cif ' written. FT� Im t•cascxct ars: Jo ph Dooley -. I,E „t-''•+~-_ +lr•o_flits �Q � Patricia L. Dooley ,GER 7?55 r+x ja7 �:t..�•!'-i,l.,.�iyan of h-cVl YORK,COUKrC OF SUFFOLK •sr ST.RT"E OF NCW YORK, RUNTY OF + On the2nd day of October 19 72,bcforc me On the day of 19 ,b tore me I•rtsonally cmc JOSEPH DOOLEY end pmona[ly came PATRICLA L, DOO[+EY to me knOVM-to be the f IVUral 8 d.aen_DCd In and WFA to=keoWa to be the fndMdual descn'l;ed in and who t' ez cuttd the ftrc�mng inrtrtUnGnl, Rad adttRml dged SFaI ueeatedQl `� nthe ctroment,and ar�Cnawledged flat They r -toted 11�'s�e + �+� Lary Pah c ,11D'7aST-7m).YOUMC ' ll,dle[>;Co,ah• d,:osr lra4 � I Ha 111274 rra a1~.trs:a�,�7j..1471 lr •• .r STAT,OF rtrw YORK,COUNTY OF sit STATF OF Ntw YORK,COUNTY OF STT t' Oa tl-e day of 19 ,before mc l On the day of 19 before me rraraUy Gtsl:cl,crsonatly came To re known;who,brit: by Ire duly morn,did dcpa:o and the Snbseribint nitncs: to the foregoing Instrnrtmt. With My that he reside at No. ' wham I am pcm=lly acgoainted.who,being by me duly sw-orn,did depose and say that he resides a: Xo. t>»t hr,b the 01 a he{Claws the corporation da.-hbcd " in and wjS exrentrd the inregmng instrument:that he to be the indit'idaal kra rs the•scal of said corporatrent Uric the seal si:'aed drseeibed in and Who executed the foregoing irstrunienl: In raid jestrumest iz.such Corporate seal; ,Fat it seas Sa that he. Said subscribing Witness. wiz ptesmt and saw &fflzed.by-order of the board of dirt--.nrs of said rntpora- atautc tht same;and that he,:said%%kness. den,and that 5sc signed h ' tame th=dc by Rc order. at the same time subseelbed IT came as uitacss thcrao. y I 35arpaftt Gab Evale 3Dreb st CTION 1 \4Utl CI)YCNANT Ac AmsT CaANI0a9 ACI: BLOCK ��Na Loy i JOSEPH DOOLEY and ' t:Ot NTY OV TOWN PATR?CTA L DOOLEY t i( sl ro c TRE TOWN OF SOUTHOLD ) 4. rdrd A.Krgwa d Ter Tale G...... C—r,m ( , •_ •+ RLYURlt RY H+.14 70 t! Robert W. Tasker, ESA• / 1+ av rumpr IUW WU ko+ by'rcu%=rewunu 925 A91tin$lace, � t fill: TITLE:0 E C0,1lA�fN2' Greenport, Now York 119.19 :q. , 4• C M ;- R N V O P re cn =lea 1 C e U M. 1+ 5 UJ N V)• H I 1 GP E-�R alr= y ` 1 . , Si •'.� _ ami Py],.' ? _ W •�:ids`1:.3�1,,�n Y.„+�:,1;�,'M`(i�y 1 i ? ii:IS Tl''DENTURE, made the I"f'day of� o ��`�� nlnete,n huadr a m and 61 DETWEMI ,.'v u:i7Iice.: ?:�Pc tom, 110., a IN,,:';.-or', earns;• :_aa . .._.. office and pri: 7, r4c*347 MSEI 132M, 711, :i2nzcr covenants thn*,: it Is sei=.ej of the said lard and, for Itself, 7. st:(­osaorm r-nd assians, forever warramz ita ti-etbereto and viii the easc_-ems and rights-of-1-my bercin graptei-1, fOM*,Cr, aE;AD3t nil lnwfui clzi= and demands, 51vz easenentil and rights-of-vay harain granted are e,:clusi,.e and shall finding upon and Inure to the ber.e!rlt of the successors and a9sips of t ive "art ies hereto. OTIZ33 W.�E lF, the grantor Imo duly executed tiniz- deed-4 year first above wittan, -I. VZ1 7--ecence IT Walt!r Uhl-, Vice-Pm6ldemt JIF Ir- FCL!YOPS C i Oz 14'*- 'day of Combelore re: personalty WalWr Uhl to me known; who being by ma did dL?o!be and may, that tie resides at Spltl. Rock L (r* nw.b2r) Syvzset, N.Y. _Tv he is ' vice-president of 'Inc. *'cm-peration described in and which executed the fcragOing dead; i6t *t.-.jc...,s ttc aeal of said corporation; tbzt the coal affixed to said deed 15 *vab ccrparato sea!; that it was so affixed by order of the B=d of ptrjCtC-_* of said corporation, and that he signed his MRme thereto by IMP oder. III.. X9"11 M.Vail UOT1.1 ry VC,-.1t,ECf.w.?Trq7 r fft'.Ilu It.MA :10.0120,15 i c SURVEY OF: PROPERTY LOCATED AT ORIENT LOT No. 49 AS SHOWN ON MAP OF ORIENT BY THE SEA, SECTION 2 FILED.: OCTOBER --26. 1961: FILE No. 3444 TOWN OF SOUT-HOLD - SUFFOLK COUNTY, NEW YORK S.C.T.M. # 1000-15-3-7 AREA = 26,355 SF. ± SCALE: 1"=40' NOTE: THE EXISTENCE OF RIGHT OF WAYS. WETLANDS AND/OR EASEMENTS OF RECORD IF ANY, NOT SHOWN ARE NOT GUARANTEED. ELEVATIONS REFER TO 1988+NAVD j c LA 1J D ELEVATIONS SHOWN THUS ++ T O N G® - D T~7„T l J J.'N 1� COVERAGE CALCULATIONS s EXISITNG HOUSE 2471 SF. N = 9% 'go02�33�+E PROPOSED HOUSE 2772 SF. 100'00 PROPOSED SCREEN ROOM 196 SF SHORE1.INfi PROPOSED BALCONY 117 SF. 11.5�2m w. e = 11% �ti - oF� ODD ' TOP OF DECK BLUFF - '`• 2ti' - rn COASTAL EROSION h HAZARD AREA 22 BRICK PATIO EXISTING -1 TO REMAIN PORCH TO BE -19 23• SCREENED IN 'n O PROPOSED ti0 0) % LOT 50 BALCONY V7 -P 24.2 — _-- -- - - -- - - -- - 226 -°� Iul rn -- 34.0 I LOT 48 Zn NLTI m PROPOSED ® 13.7 N _ m BEDROOM ra A o 15 ABOVE .1' 5.0 25.2 m m m N 0 ZZp in Z .L2' 13.7 PROPOSE[) 7.5 O ED FRAME in N f> ADDITION 21 i N 13.0 I0 01 m, > In -� O N a 20.2 :K7-C) n m m "� 2h ca Z m< 2 P > -i p W ?�< ?,30 WELL 3� n rn 12 C> �� m 'Q Q„ 7.:5w POLE 23a S 100� 0• 4-7 1Q EDGE OF PnVEMENT 2 2p' 2�0 ��r � OAD - a 1'd � D VIE w� SOV a - UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION SURVEYED BY: OF SECTION 7289 OF THE NEW YORK STATE EDUCATION LAW. PAUL B A R Y L S K I LAND SURVEYING COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS INKED OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. P A T C H O G U E NY 11772 GUARANTEES OR CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO PHONE 631-294-6965 THE PERSON FOR WHOM THE SURVEY IS PREPARED.AND ON HIS BEHALF TO THE TITLE COMPANY.GOVERNMENTAL AGENCY AND LENDING INSTITUTION FAX 631-627-3166) LISTED HEREON.ANO,TO THE ASSIGNEES OF THE LENDING INSTITUTION. GUARANTEES O CERTIFICATIONS NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONSRBSEQUENT OWNERS. P A U L B A R Y L S K I®YAHOO.C O M 2369 NOVEMBER 5. 2016 J F Y OF:RTY LOCATED AT ORIENTTEST HOLE DATA . 49 AS SHOWN ON (NOT TO SCALE) BY: ROY K. REISSIG. PE MAP OF ORIENT BY THE SEA, SECTION 2 APRIL S. 2017 c 10:30 AM FILED: OCTOBER 26. 1961: FILE No. 3444 0.0'-0.3• TOP SOIL PT TOWN- OF SOUTHOLD SUFFOLK COUNTY, NEW YORK m.3•-3.m•_ BROWN SILTY SAND SM S.C.T.M. # 1000-15-3-7 3.0'-12.0' CLAYEY SILTY ML SAND & GRAVEL AREA = 26,355 SF. SCALE; 1"=40 12.0'-14.0' DARK BROWN SP GRAVELLY SAND 14.0•-17.0' BROWN GRAVELLY SAND SP NOTE: THE EXISTENCE OF RIGHT OF WAYS. NO WATER WETLANDS AND/OR EASEMENTS OF RECORD IF ANY. NOT SHOWN ARE NOT GUARANTEED. ELEVATIONS REFER TO 19BB NAVD ri ISLAND ELEVATIONS SHOWN THUS ++i O N O L StJ �TD COVERAGE CALCULATIONS EXISITNG HOUSE 2471 SF. = 9% N 79002,33++E PROPOSED RESIDENCE = 1,827.0 SF. 100.055H0E2016E0' PORCH'S = 154.2 + 35.6 = 189.8 SF. 11_ _ PROPOSED DECK = 21 PROPOSED "UTILITI S" = 12.4 SF. �,� >> PROPOSED DRIVEWAY 2,505.0 SF. / PROPOSED PATIO 392.0 SF. PROPOSED LP TANK 7.2 SF of 0e F TOTAL = 5,152.4 SF = 20% ----'w00D TOP OF DECK BLUFF 22'k '�• � `Lti 2' EXISITNG SANITARY 6 ti TO BE ABANDONED vti. _ AND REMOVED COASTAL EROSION HAZARD AREA TEST `L -HOLE 030 + Z�h r�0 L �� I .61 LA O O 9 EP 0) N LOT 50 0 2� ;--.-• • O cn FQ VACANT LP COel (P - _ Do N _ �� p - - - -- - i - LOT 48 RESIDENCE WITH za PROPOSED s.a S-+ ,IN M WELL 8 SEPTIC LP. 2 PROP. DECK 9tn) ?ORCH m TANK > 46.8 n .0 0 NOTE: PROPOSED: '� EXISTING RESIDENCE 2 STY : , TO BE REMOVED 20.0 In FR. RES s. . rn N > ® A 4 BEDROOMS 3 00 CJI p A m `� i6.e i9 m m r CJ7 -m+o mi 2 5+ a h 8� 31.20. N W Gt F 3 > 13 h EXISTING WELL �V �.BAR LS m> fTl SETBAEK (TO BE REMOVED) z WATER WELL IN FRONT 6 LINE 22� SEPTIC IN REAR �O • PROPOSED Bldg Dept copy from ZBA WELL WELL 100' MIN. =iia' reviewed d currents TO SEPTIC 0 POLE ick- OS07' Pi( # 16 / a o30�o8„w �LANE)SJ Date: 10 / !b / Z� 77 D'eYKIwiota IDA a )a01� .656 S 100.00 OF PAVEMENT Vr PROPOSED EDGE ,Lb2 DRIVEWAY WELL Z�m 0 WELL IN FRONT O 0 SEPTIC IN REAR OE wITH o D D REE O`a SEPTIC SAY 01 2017 a � SOUN w wN BY.k -eaSEp•(jli FINISHED GRADE r 1•MIN CONCRETE wEL` 2'MAX. CVR 4'MAX. SURVEYED B Y: LOCKING CASTING CONCRETE 28• CHIMNEY PAUL BARYLSKI TO GRADE Il . LAND SURVEYING . INLET ,.S•pITCH 24' V MIN. 24” MIN�•DIA o D o o < PATCHOGUE NY 11772 WELL IN FRONT 2' MAX D D D s PHONE 631-294-6985 SEPTIC IN REAR I/q• PITCH 20' 20' 6' MIN TOP D D < FAX 631-62r�-3186 C�Ass MIN. m SLAB W 2.0' N 2400 F'AULBARYLSKI®YAHOO.COM OR EOU7 ALENT �z 0< I/B. PITCH y co�La'R' o NOVEMBER 5, 2816 io-- LL LL m m q• Orn o 4-25-2017: PROPOSED NEW RESIDENCE DEPTH CL PIPE 4 e W LEACHING SEC ON AL UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION 0R EQUIT IVALENT CLEAN SANG AND a.o'1MiN. `BACKFILL WITH GROUND WATER OF SECTION 7285 OF THE NEW YORK STATE EDUCATION LAW. GRAVEL MATERIAL ' CQPIES OF THIS SURVEY MAP NOT BEARING THE LANE)SURVEYORS INKED 8.01 8R EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. LENGTH S'PENETRATION GUARANTEES OR CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO INTO A VIRGIN STRATA THE PERSON FOR WHOM THE SURVEY IS PREPARED.AND ON HIS BEHALF TO SEPTIC TANK OF SAND AND GRAVEL THE TITLE COMPANY.GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON.AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. GUARANTEES OR CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL i INSTITUTIONS OR SUBSEOUENT OWNERS. TYPICAL LEACHING POOL 2389-P TYPICAL 1000 GALLON SEPTIC TANK IN.T.S.I 1 � SURVEY OF: PROPERTY LOCATED AT ORIENT TEST HOLE DATA LOT No'. 49 .AS SHOWN ON (NOT TO SCALE) BY: ROY K. REISSIG, PE MAP OF ORIENT BY THE SEA. SECTION 2 APRIL B. 2017 0 10:30 AM FILED: OCTOBER 26. 1961: FILE No. 3444 0,0'-0.3' TOP SOIL PT ;? TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK 0.3'-3.0'_ BROWN SILTY SAND SM J '-12.0' CLAYEY SILTY ML c; 3.0 S.C.T.M. # 1000-15-3-7 SAND & GRAVEL AREA = 26,355 SF. ± 12.0'-14.0' DARK BROWN SP SCALE: 1*•=40' GRAVELLY SAND 14.0'-17.0' BROWN GRAVELLY SAND SP NOTE: THE EXISTENCE OF RIGHT OF WAYS. _ NO WATER WETLANDS AND/OR EASEMENTS OF RECORD IF ANY, NOT SHOWN ARE NOT GUARANTEED. ELEVATIONS REFER TO 1988+NAVD T S T A ND ELEVATIONS SHOWN THUS ++ L p NT SoG 1_T N D COVERAGE CALCULATIONS EXISITNG HOUSE 2471 SF. = 9% N -79002'33 PROPOSED RESIDENCE = 1,827.0 SF. 100.00+ CLEANOUT DETAIL PORCH'S = 154.2 + 35.6 = 189.8 SF. SHOS 206E STOPPER OR SLATE OR OTHER PROPOSED DECK = 218.0 SF. W 6 END PLUG SUITABLE COVER M PROPOSED "UTILITIES" = 12.4 SF. i PROPOSED DRIVEWAY 2,505.0 SF, / W Ram r—1 am PROPOSED PATIO 392.0 SF. a SEWER PIPE PROPOSED LP TANK 7.2 SF eel j�4F > TOTAL = 5,152.4 SF = 20% pf6 ELBOWS DRYWELLS 8' DIA X 3' DEEP __----WOOD .+1 TOP OF ELBows DECK }+•' p+++ BLUFF ++++ +t+ 15' NON HOUSE TRAP/CLEANOUT MUST BE INSTALLED �Cg+++ ON THE SEPTIC TANK INLET WASTELINE. IF INSTALLED AT EXTERIOR f ;F ++ rI, TURF BUFFER IT MUST BE INSTALLED TO GRADE. ALL ... UTILIES REQUIRE A 5 FT MINIMUM rL2� t 'F {•.i + ' EXISITNG SANITARY SEPERATION TO THE SEPTIC SYSTEM TO BE ABANDONED COASTAL EROSION AND REMOVED HAZARD AREA 216 -A TEST f11 LP ?'-I 030 •HOLEh m G° rL2min ms`s %01 "� EP SEPTIC n O 9 T n xI V _ TANK LP 6 Do L I O 0 N ' LOT 50 Ob •� o 2�9 cn VACANT 0 LOT 48 �' z o M' PROPOSED 6.4 F y� SU FFOLK;_O : a DFPAR-?i\' "Lt5Ws%� SEr�,-v! :E'S $1 PATIO - PORCHin LP. PROP. DECK, OW m TAN 46.B 0 FE211R�7i FOR APPROW.LO'F COINIS'ZU ON +AQP A0 NOTE: SIP4GI,E r'a°.SiI'TILY P,E,;SIs.' NCL-i OiI LY z ,Lr►, PROPOSED: STY ; cZ, EXISTING RESIDENCE 1 20.0' FR. RES :-••-a '� ' + TO BE REMOVED ,O�L��E4 BEDROOMS AU-Q a;e�3 "'. vim, ��OJJ�� f r� I� A FF EL 24.5••---- 00 cn0 rn APPIa�IrED m - - ,., Iml- m N 18.8 m C2 m r>� , 0 > m 20.0 •31.5 O N FOR PAIAA �? :f OF. IDEI�1'�OOMIS p ImT� <n m Dw 22' BA y�d- c m >n AW / TO BE REMEXISTING WELL E)T 'R S TI?�7:�'. S a�Ode2 O["2 d v sa.IaT' OSI m Z SETS K O_ (P PROPOSED OVEDI (� 1 10 ELECTRIC „ ;,..... .. R,2' PROPOSED rL2� cc _ WELL 100' MIN. WATER LINE(5) PAUST 8E INSPECTED By 1'W�LL WATER TO SEPTIC �,( !!! LINE 150' TO 0$ SUFFOLK 6.�OU1°�Tt` O!oPf. Or HE H SER`/ICES, i LP +0o»W POLE SFO CAND Sv CALL. `{ r�'- 485 �IOURC IN ADVANCE, � r,,° S 773 00, r B 2 A� OF PAVEMENT 31: LiI..E !9I1�;.±•sr~'m«Ii'''�jj 54-7.f5 0 PROPOSED EOG E rL DRIVEWAY 2A Abudonment of existing sanntaq syste last be in 3m WELL conformmce with department require Sabin � 2 O A D WELL IN FRONT SEPTIC IN REAR completed fay as pro 22' VIEW R Nce WITH T T '�T � �j 1 RWE p�a Sep =EXCAVATIONSPEC °ION REQU r S0 �Jl�N9TARY SYSTEM AH OEPA `MENT �" SURVEYED B Y: _ RESIpEN�SEpT I FINISHED GRADE PAUL B A R Y L S K I WELL 2I-MIN'MAX.CONCRETE 4'MAX. LAND SURVEYING LOCKING CASTING CONCRETE z PATCHOGUE NY 11772 TO GRADE CHIMNEY MI PHONE 631-294-6965 � INLET 1/B•PITCH FAX 631-62�-3186 WEL ,IN FRONT 24� 1' MIN. 24' MIN pIA D D D D i SEPTIC IN REAR 2' MAX. PAULBARYLSKI®YAHOO.COM , 114• PITCH 20' 20' 6' MIN TOP D ° N s NOVEMBER 5. 2016 CLgss cla aea J SLAB F ,zo 4-�5-2017: PROPOSED NEW RESIDENCE OR PIPE o� Ing• PITCH s.o'MIN. -5-2017: ADD NON TURF BUFFER EOUIVgLENT z �< COLLAR 7-172017: REVISED SURVEY `� m 4.0 m CLgDIA q MIN. > e.o'DIAMETER > DEPTH S 2400 wIL LEACHING SECTION W UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OR EQUIVALENT ALENT CLESANDI H 3.0'IMIN. GROUND WATER OF SECTION 7289 OF THE NEW YORK STATE EDUCATION LAW. GRAVEL MATERIAL COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS INKED 8.01 OR EMBOSSED BEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. LENGTH B'PENETRATION GUARANTEES OR CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO INTO A VIRGIN STRATA THE PERSON FOR WHOM THE SURVEY IS PREPARED,AND ON HIS BEHALF TO SEPTIC TANK OF SAND AND GRAVEL THE TITLE COMPANY.GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON.AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. GUARINTEES OR CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. TYPICAL LEACHING POOL a389-P TYPICAL 1000 GALLON SEPTIC TANK IN.T,S.I 1 r_ SURVEY OF: PROPERTY LOCATED AT ORIENT LOT No. 49 AS SHOWN ON MAP OF ORIENT BY THE SEA, SECTION 2 FILED: OCTOBER 26, 1961: FILE No. 3444 TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C.T.M. # 1000-15-3-7 AREA = 26,355 SF. ± SCALE: 1"=40' NOTE: THE EXISTENCE OF RIGHT OF WAYS. WETLANDS AND/OR EASEMENTS OF RECORD IF ANY, NOT SHOWN ARE NOT GUARANTEED. ELEVATIONS REFER TO 1988 NAVD ISLAND - LANG SOtJND N -7190 133„E 100.00' SI•IOR-16E 11-5, NW 2�6 U� epS LV F OFj �OOD TOP OF DECK "•;Fr,+•' +++ BLUFF t + +++ 15' NON + TURF BUFFER + ++ COASTAL EROSION HAZARD AREA I Z m m m O Z� N�-iim� N > 1 U 7K 0 00 UI 0 (n 01 N N LOT 50 0') � Cn LOT 48 cD c''I ' O m I I 46.8 CONCRETE m 20 Q, FOUNDATION cn TOP OF A a FOUNDATION a I~IEL 24.4 31.5' A� rt tee `' m m 20.8 c m > ' .P n a0" o GO< (g SETBACK m I 9 LO m WELL 3 m 0 POLE Z " S ''03 '000 5 47.6 100.0 EDGE OF PAVEMENT wz ND VIEW ROAD SURVEYED BY: PAUL BARYLSKI W S O U LAND SURVEYING q-'� PATCHOGUE NY 11772 �+ PHONE 631-294-6985 a FAX 631-627-3166 PAULBARYLSKIaYAH00.COM E y NOVEMBER 5. 2016 ��� .�� 1,8 RY4 4-25-2017: PROPOSED NEW RESIDENCE 7-5-2017: ADD NON TURF BUFFER6n 7-17-2017: REVISED SURVEYQY 10-27-2017: STAKE OUT HOUSE 11-21-2017: FOUNDATION LOCATION J Fs oso782 OFASECTIONE7209 LTERATION OF THE NEW RYORKI ADDITION EDUCS SURVEY ATION LAWS A VIOLATION `O LAND COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS INKED OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES OR CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED.AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON.AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. _ GUARANTEES OR CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS 2389-SO SURVEY OF: PROPERTY LOCATED AT ORIENT L O T No. 49 AS SHOWN O N SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES MAP OF ORIENT BY THE SEA, SECTION 2 APPROVAL Cr-CONSTRUCTED WORKS FOR FILED: OCTOBER 26, 1961: FILE No. 3444 A SINGLE FAMILY RESIDENCE TOWN OF S O U T H O L D Date H.S.Ref.No, SUFFOLK COUNTY, NEW YORK Trhe sewage disposal and wveter sup!)!y faci!ig as at tills ideation have bwn S.C.T.M. # 1000-15-3-7 !respected ander cartmed by Bilis DOpartmerc or otter agencies,and found to AREA = 26,355 S F. ba sadstactory FOR A W,.4XIMUL F� BEDROOM& SCALE: 1"=40' o NOTE: THE EXISTENCE OF RIGHT OF WAYS, Craig KneppLP.E., Chief WETLANDS AND/OR EASEMENTS OF RECORD Was IF ANY. NOT SHOWN ARE NOT GUARANTEED. NOTE: WELL AND SEPTIC SYSTEM LOCATION BY OTHERS B.O.H. REF. No. SEPTIC LOCATIONT A N D T •A- -B- -C- •p• O N G �y j jJDt� S.T. 33.6' 64' S O " N L.P.1 51' B1' WELL 56' 57' N 79.p2133„ - 100.00, SHOR 20N6 OFj DE { TOP OF E +,+.++ BLUFF 15' NON + TURF BUFFER COASTAL EROSION I HAZARD AREA Z O N N 0') o Cn - -- - 1- 0 O LP Cf) - - O _I o o I NC:) LOT 50 cn LOT 48 Co W BRICK = O m PATIO CVD DW m m WOOD DECK DECK 31.5' 2 STY 20.0' ai FRAME a L7A RESIDENCE A fX In A> m •' 7.1 �o �� M m� C .. 20.8 D � � V Ol cm D • DD j 0 DW � �� l O rn32 > Tj rJAN — 4 2019 9I • . rn WELL 3 rn 0 POLE 1WELL „w TOWN OF SOiTi HOLD °3 0100 547 6� S 710 0Q Q' EDGE OF PAVEMENT ra��4'SURVEYED BY: N D VPAUL BARYLSKILAND SURVEYINGOVPATCHOGUE NY 11772PHONE 631-294-6965 FAX 631-627-3166 PAULBARYLSKIoYAH00.COM NOVEMBER 5, 2016 E 4-25-2017: PROPOSED NEW RESIDENCE 0 7-5-2017: ADD NON TURF BUFFER Q ARYis r0 7-17-2017: REVISED SURVEY 10-27-2017• STAKE OUT HOUSE 11-21-2017: FOUNDATION LOCATION ir 6-21-2018: FINAL SURVEY UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION J 9�1 ti �4 ®$tl11$v�L OF SECTION 7289 OF THE NEW YORK STATE EDUCATION LAW. • _a�I�r11d � COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS INKED OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. �I l��a��o H CHS tVi00m �LA GUARANTEES OR CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO OFFICE OF WASIESwTE®1111- THEPERSON FOR WHOM THE SURVEY IS PREPARED.AND ON HIS BEHALF TO Cfl/4!L!�11117� THE TITLE COMPANY.GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON.AND TO THE ASSIGNEES OF THE LENDING INSTITUTION GUARANTEES OR CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. 2369-FINAL Policy Number. Date Entered: 10/11/2017 ACORO DATE(MMIDDIYYYY) CERTIFICATE OF LIABILITY INSURANCE 10/11/2017 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 holder is an ADDITIONAL INSURED,the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terns and conditions of the policy, certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Dynamic Coverage Inc NAME 18 Silver Beech Lane A1C.o . (631)369-6098 FAX No: (631)369-5889 E-MAILs:bcorn@optonline.net Baiting Hollow, NY 11933 INSURER(S)AFFORDING COVERAGE NAIC 9 INSURER A:Arch Specialty Iris CO INSURED Southpaw Construction Corp. INSURER B: INSURER C: 6352 RT 25A INSURER D: Wading Rlver,, NY 11792 INSURER E: INSURER F, COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: 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 IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR NSD WVD POLICY NUMBER MM/DD MM/DD A COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE OCCUR GLT000000204 2/23/2017 2/23/2018 DAMAGE To'REMSES EaoccuRENITEnence $ 50,000 Contractual MED EXP(Any one person) $ 5,000 Prim & Non Contrib PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMITAPPLIES PER GENERAL AGGREGATE $ 2,000,000 POLICY X jEa 7 LOC PRODUCTS-COMP/OPAGG $ 2,000,000 OTHER, AUTOMOBILE LIABILITY CEa OMBINED SINGLE LIMIT $ awdent ANYAUTO BODILY INJURY(Per person) $ ` OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per. dent $ UMBRELLA LIAR OCCUR EACH OCCURRENCE $ EXCESS LIAB HCLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTNE ❑ NIA E L EACH ACCIDENT $ OFFICERIMEMBER EXCLUDED? (Mandatory In NH) E L DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,maybe attached R more space is required) Certificate Holder is additional insured. Home Improvement Contractor Job Location - Mr & Mrs Lavelle 555 Soundview Road Orient, NY CERTIFICATE HOLDER CANCELLATION Town of Southold Building Department SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 54375 Rt 25 ACCORDANCE WITH THE POLICY PROVISIONS. Southold, NY 11971 AUTHORIZED REPRESENTATIVE ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD Produced using Forms Boss Plus software. www.FormsBoss com; Impressive Publlshing800-208-1977 Policy Number: Date Entered: 10/11/2017 ACORU DATE(MMIDD/YYYY) CERTIFICATE OF LIABILITY INSURANCE 10/11/2017 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 holder is an ADDITIONAL INSURED,the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. 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 rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Dynamic Coverage Inc NAME FAX 18 Silver Beech Lane Arc No - (631)369-6098 NIC Ne: (631)369-5889 E-MAIL bcorn@optonline.net Baiting Hollow, NY 11933 ADDRESS: p INSURERS AFFORDING COVERAGE NAIC 8 INSURERA:ASch Specialty Ins Co INSURED Southpaw Construction Corp. INSURER B: INSURER C: 6352 RT 25A INSURER D: Wading River,, NY 11792 INSURER E: INSURER F• COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: 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 IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR INSD WVD POLICY NUMBER MMIDD MMIDD A COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE Ix OCCUR x GLT000000204 2/23/2017 2/23/2018 pSEs EBaccurrence $ 50,000 Contractual MED EXP(Any one person) $ 5,000 Prim 6 Non Contrib PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $ 2,000,000 POLICY L^PRO-JECT LOC PRODUCTS-COMPIOPAGG $ 2,000,000 OTHER $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Eeacaden ANYAUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per accident 1 F $ 4UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ -FO $ WORKERS COMPENSATION AND EMPLOYERS'LIABILITY ,TER ER ANY PROPRIETORIPARTNERIEXECUTIVE YIN NIA E L EACH ACCIDENT $ OFFICERIMEMBER EXCLUDED? (Mandatoryin NH) E L DISEASE-EA EMPLOYEE $ If yes,descnbe under DESCRIPTION OF OPERATIONS below E L DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,maybe attached K more space Is required) Certificate Holder is additional insured. CERTIFICATE HOLDER CANCELLATION Mr & Mrs Lavelle SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 555 Soundview,Road ACCORDANCE WITH THE POLICY PROVISIONS. Orient, NY 13.957 AUTHORIZED REPRESENTATIVE el ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD Produced using Forts Boss Plus software. www.FormsBoss.com; Impressive Publishing800-208-1977 ` New York State Insurance Fund Workers'Compensation&Disability Benefits Specialists Since 1914 8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 11747-3129 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE ^^^^"^ 010644836 DYNAMIC COVERAGE INC 18 SILVER BEECH LN BAITING HOLLOW NY 11933 r 0 Scan to Validate POLICYHOLDER CERTIFICATE HOLDER SOUTHPAW CONSTRUCTION CORP TOWN OF SOUTHOLD BUILDING DEPT 6352 RT 25A 54375 RT 25 WADING RIVER NY 11792 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12327113-3 885389 02/15/2017 TO 02/15/2018 10/11/2017 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2327113-3, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY, INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERTICERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. PRESIDENT THOMAS NEIDHART SOUTHPAW CONSTRUCTION CORP (ONE PERSON CORP) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER: 16144894 U-26.3 INRK Workers' CERTIFICATE OF INSURANCE COVERAGE ATE Compensation Board UNDER THE NYS DISABILITY BENEFITS LAW PART 1. To be completed by Disability Benefits Carrier or Licensed Insurance Agent of that Carrier 1 a.Legal Name&Address of Insured(use street address only) 1 b.Business Telephone Number of Insured Southpaw Construction Corp. 631-929-8150 6352 Route 25 A 1c.NYS Unemployment Insurance Employer Registration Number of Wading River, NY 11792 Insured Work Location of Insured(Only required if coverage is specifically limited to 1d.Federal Employer Identification Number of Insured or Social Security certain locadonsin New York State,i.e.,a Wrap-Up Policy) Number 01-0644836 2.Name and Address of Entity Requesting Proof of Coverage 3a Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) AmGUARD Insurance Company Town of Southold Building Department 3b.Policy Number of Entity Listed in Box"1 a" 54375 Rt 25 DBO1319386 Southold, NY 11971 3c.Policy effective period 01/31/2017 to 01/31/2018 4.Policy covers: XJ A.All of the employer's employees eligible under the New York Disability Benefits Law B.Only'the following class or classes of employers employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability Benefits insurance coverage as described above. _ Date Signed 10/12/2017 By (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number 800-673-2465 Title Vice President of Sales IMPORTANT: If Box"4a"is checked,and this form is signed by the insurance carriers authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE.Mail it directly to the certificate holder. If Box"4b"is checked,this certificate is NOT COMPLETE for purposes of Section 220,Subd.8 of the Disability Benefits Law.It must be mailed for completion to the Workers'Compensation Board,DB Plans Acceptance Unit,328 State Street,Schenectady,NY 12305 PART 2.To be completed by the NYS Workers'Compensation Board(Only if Box"411b"of Part 1 has been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability Benefits Law with respect to all of his/her employees. Date Signed By Signature of NYS Workers'Compensation Board Employee) Telephone Number Title Please Note:Only insurance carriers licensed to write NYS disability benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1. Insurance brokers are NOT authorized to issue this form. DB420.1 (945) ARCHITECT 10 REVISIONS DES CR I P T I ON 8/29/16 iiii it IIIII it 11111 11 11111 11 11 11 11111 11 11111 11 11111 2046 2846 2046 .i 2852 — i b --fit liiiiiiiiiiiiii 1852 67 18521 •I 2852 2852 2852 — — - •m Q Lu Q Y 0E z O ® 0 � } F=- 1 FRONT ELEVATION ���yW > � 1 SCALE 1/4" 1'-0" Q W WW w O _j 0 _jzW O � W � > 00 i DHP31055 DHP31056 20310 20310 20310 1652 G 0 11 1852 J j Charles M. Thomas a r c hi t e c t PO BOK 877 WESDORT, W1947 (631)727-7993 DHP31055 DHP31056 DHP31056 DHP31056 0 2852 ELEVATIONS NMI BA 7/14/18 R E A R E L E V A T I O N nts PRD.. F SODS 2 SCALE 1/4•= 1'-D• - IA 001 00 THESE DRAWNGS AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH 7HEY WERE PREPARED REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART.IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECTVISUAL CONTACT WITH THEA SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS AR(�AT ITECT REVISIONS DES CR I PT ION 9/8/14 10/8/14 2.ii7s'-B 174 2046 2046 v3 777 ❑ ❑ ®EETI EE ENZ EM 0 3 6 2846 I' I I F-- O z QY W y- 0 1Y rEN\ LEFT SIDE ELEVATION Z ® 10 —� SCALE 1/4"= 1'-0" O F > 0 W o I� W W Q 5Z ° W 0 _j 0 ZW 00 10D 3046 3046 Charles M. Thomas - I I a r c h 1 t e c t 1 N SHV I 101- A�I I 1g-F1 pl PO BOX 877 JNJESPORT, NY 11947 (631)727-7993 1 IT'�I 1 1 4 �-1 SII 1 IW'L—I`WI 20210 zozio 1VI 101 1N NI IN NI 36 L�®ji LkT �� @ 'II 2652 2852 PRDELT !�V�AONS rE� R 1 0 H T SI DIE ELEVATION 2 SCALE 1/4"- 1•-0" wTE T/u/te Bldg Dept copy from ZBAttN> Final review cuments °X RT ZBA File# O�og1,o AN6 002 00 Date; I- THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS.AS INSTRUMENTS OF SERVICE.ARE THE EXCU.SIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBUCATION SHALL BE RESTRICTED 70 THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD.IN WHOLE OR IN PART.IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT TITLE TO MESE PLANS SHALL REMAIN MIN THE ARCHIIECTMSUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS d 20'z 20' PATO ATT GRADE GRADE 20'-0• 62'-11' b ARCH TTECT 5'-0• 33'-11• —24=0•— —I 0 P31056 OH OS r HP (156 OHP31056 REVISIONS D E S C R I P T I O N T'117'1--------------E 13 REMOVE fO STINC BALCONY BALC0N Y ° ° SCREEN EDABOVE P0Ro CHFWc28526066 2852 120611-4 •I (2)117/T w.MR (2)n]/4•UL xox (i)n]T/a•u�.Ima L I V I N G \ NA1G1H YAM F1N RAISE CATHEDRAL — / FL AnW BOOR CEIUNG I pos�u 19'I 4' / 14' OR A -3• \ A ooR BED {200M I / •,� mK SITTING REMOVE EXISTING IxOOF CON ��ON REMOVE STING C U0WII 5 REMOVE EXISTING"AGEWASRN •j NEW FLOOR FRAMINi"°AND 1W'ALL FRAMING n / VE EXISTING ROOF CONSTRUCTION ------- ---------------I— T 10: nevwin I\ O—o I/ ° III 1JI I of r=3-1 X 11• ti �/ I I -- k/ .�I I L w 2' \ O• ne YE // 3'-0• — L_J — II I ® o ON .i I� 1170!R-19 INSlgi I,'a \ u — __ "I\ L- I JI I O q \l i II N`1 J ® am1� rvi z O � T ro� W.1 F _ CLOSET I CAATHEDRAR J L L I I ��_— I I FEW T'-4' 4'I D• ]'-4 I — cE ur c —— j _ j i i I IK IH ® I—' — (z ](a:1,>LxOe_— I11J —CL11:• .,uE Y' 23'-4• Q ,, 1 3 -------��_____ —___= _— J II V I EL.I,.il W_ >W J lel Q > °I 1852 36]0 11 _ — v Z r-6• I I I ri� °i L E G E N D Q/� W ——— I ===== LINE OF EXISTING WALL TO BE V l 0 REMOVED O I e� UNE OF EXISTING A WALL TO REMAIN LFF1Y L —1 z Z _wa _ ® LINE OF NEW WALL NO < W I — ------- UNE OF EXISTING ROOF BELOW LL _ _ > 0 TAY i •-0• ,I I—I -———- UNE OF WALL BELOW 7 W B I I r I _ e Ewso 1WNoows m BE (n I o I I Bi TSH D I I �% 1 EXISTING DOOR TO BE REMOVED D II I I ® II d IIs-2• I o X nD I I E1Drn c _ EXISTING FIXTURE TO BE REMOVED II �% 1 L°J TUI IL L—J \� I Charles M. Thomas a r c h i t e c t PO BOR 877 JAMESPORT, NY 11947 (631)727-7993 __ -------n •< PxOFCT I 2 ICAR GAIRAGE Q 4"POURIED CONCRETE SLAB OVER MIL P •j VAPOR�ARRIER ON WELL LYETHYLENE COMPAC>FD POROUS FILL p FIRST FLOOR PLAN o I I _______ Bldg Dept copy from ZBA ]/14/15 Flnal reviewed documents '°°— Date / D I 24'-8' 70'-J• 25'-B• A 003 00 Cp FIRST IFLOOR PLAN 4 SCALE: 1/4"=1'-0" THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF TIKE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLE OR W PART.IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECTVISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS j W1 SWGIE PLY R.B.ROOFlNO ]/A'PLYW00o ]•XS•AWN POSTS BY—NY RAIL' RIP Tu•AGO 0 r TO 0') LAO BOLT PER SPEC AND POST COVERS AS UP 24.ON REAR WALL r Kn- SELECTED PFA OWNER 1,-D]- ' 15'-5�• I'-11• 14,-Y ARC rX4•DECgNC(PER DNNHITECT SWOIE PLY USER ROOFING MASTER .—4sj ROOF FELT r T—T 1 Ra 2•X4•Aro(]3'TO D� 7-e�' 7-e�• 7-q�• 6'-10�' BEDROOM •„ ER) I r�I I lET IN 2W ACO NARER EXISTING EXISTING REVISIONS D E S C R I P T ION rM mfi'ae (2)2'Im•O1Cae TECO EACN F1DSH JOIST 36•HIGH ABLE RAIL 3'X3'AlW POSTS BY'EENY RAIL I I I CONNECRON LAG BOLT PFR SPEC AN POST[OVERS AS - SELECR9 PER DNNER _ I I II RIP 2X4'ACO(3 r TO 0•) I I SIDE PORCH r PLYNnoD I=PLY RUBBER ROOFWG B A L C 0 N Y OVER 45Y ROOF FELT OPEN TO BELOWI I 185 FWG 0611 IB52 (3)21310 •I (4111]/B'wL HDR —— =r. .. I IIbi A I B A T H I II µ O FX FDSR 13'-11 iI II Q _ II MASTER I • � II � BEDROOM II �° V' jI ` I III II 7X10•CLG J015T sB •I I I ®16'OG R-38INSUL ON -1 1..L I I S I I I O BEDLl IIIv' JL II I I I IpII �' 0 Z Q (�1/ W.I W.I. OPEN TO _ II I CLOSET &° eke CLOSET I BELOW , � N PO II O ® 0 CLOSET ��� •i •N —— B HD — I- 2852 J I Fil. I W—CLOSET— � A �;5 Icc(3)2046 1 I 2068 > z P.D 0 W II II O II B E D R O O M II 0 z II II O < W U) 0 II II NCLOSET CLOSET---- EXISTING '-3, 7r-Bj• r-Bq 2•-3k 2'-3a• 8'-11k 2•-7� - '-0 18'-0' 13'-11' 1-1* 20'-3' 1-1 Ok 4 A Charles M. Thomas a r c h i t e c t PO BOX 877 JANES°ORT, NY 11947 (631)727-7993 DRO.FCT SECOND FLOOR PLAN 5 SCALE. 1/4"= 1•-13' SECOND FLOOR PLAN 1B dg Dept copy from ZBA 7/14/16 FI al reviewed documents Y aM T. A File# 70.w MBY Date: A 004 00 THESE DRAWINGS AND ACCOMPANYING SPECI`ICATIONS AS INSTRUMENTS OF SERNCE ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED REUSE,REPRODUCTION OR PUBLICARDN BY ANY METHOD,O1 WHOLE OR IN PART,15 PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT TITLE TO THESE PLANS SHALL REMAIN WTH THE ARCHITECTVISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIEEVIDENCE OF ACCEPTANCE OF THESE RESTRILRDNS �MT ARCHITECT REVISIONS DE S C R I PT ION 9/8/14 10/8/14 � I ®®®® ®®®® ®®®® ®®®® W 1 EXISTING FRONT ELEVATION 0 Z Q SCALE 1/4"= 1'-D" W O ° ® o W Z � Q c _ W � Z ° W o J 0 � o ®I z Z 00 J e Charles M. Thomas a r c h it e c t PO BOX 871 JAN AORT, NY 11947 (631)727-7993 � PR°{C} ` 1 E X I S T I N G F R T E L E V A T 1 0 N 1 SCALE 1/4"- 1'-0- ELEVATIONS Bldg Dept copy from ZBA Final reviewed documents °^ ZBA File# -71)Zo ° Date: THESE DRAWINGS AND ACCOMPANi1NG SPECIFICATIONS AS INSTRUMENTS OF SERMCE.ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO TIE ORIGINAL SITE FOR WHICH THEY WERE PREPARED REUSE,REPRODUCTION OR PUBOCATON BY ANY METHOD,IN WHOLE OR IN PART.IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT TITLE TO THESE PLANS SHALL REMAIN MTH THE ARCHITECTVISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS Generated by REScheck-Web Software Compliance Certificate Project New 2 Story residence Energy Code: 2015 IECC Location: Rocky Point (Suffolk), New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 1,940 ft2 Glazing Area 17% Climate.Zone: 4 (5.232�H�3f)k)i, Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Rita Lavalle Lou Schwartz 555 Soundview Drive 555 Soundview Or Tiderunner Engineering&Design, Orient Point,NY PC Orient Point,NY 7 Ridgewood St Bay Shore, NY 11706 Compliance: 15.9%Better Than Code Maximum UA: 459 Your UA: 386 Maximum SHGC: 0.40 Your SHGC: 0:30 The%Better or NOT protvide an estimateeIndex refleof energy use oricostow 'ose to elat relative to compliance minimuhe house is m-code home on code tradeoff rules Envelope Assemblies Gross Area Cavity Cbnt. U-Factor UA Assembly or R-Value R-Value Perimeter Ceiling: Flat Ceding or Scissor Truss 1,506 30.0 0.0 0.035 53 326 38.0 0.0 0.030 10 Ceiling:Flat Ceiling or Scissor Truss 3,000 21.0 3.0 0.048 116 Wall:Wood Frame,16"D.C. 60 0.300 18 Door:Solid Door(under 50%glazing) 91 0.300 27 Door:Glass Door(over 50%-glazing) SHGC:0.27 0.300 109. Window:Wood Frame 363 SHGC:-0-31 14 0;280 4 Window:Wood Frame SHGC:0.31 48 0.270 13 Window:Wood Frame SHGC:0.30 1,379 38.0 0.0 0.026 36 Floor:All-Wood joist/Truss Report date: 09/07/17 Project Title: New 2 Story residence Page 1 of Data filename: 1 building design described here is const ent with the b {Iding plans,specifications,and other Compliance Statement: The proposed caicu{ations submitted with the permit application.The proposed building h een desig to-meet the 2015 IECC requFrements Ert REScheck Version EScheck-Web and to,comply with the mandatory re ments list the EScheck cion Checklist. VDate Name-Title Signature r >006 i r� C. ry Gm i tip!- Report date: 09/07/17 Project Title: New 2 Story residence Page 2 of 10 ;Data filename: 1 REScheck Software Version : REScheck-Web Inspection checklist Energy Code: 2015 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the1.Comments/Assumptions"-column is provided by the user in the REScheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception, is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section P,Iam Verified Field'Verified Complies? Comments/Assumptions" # - Pre-Inspection/Plan Review" - Value =Value &I2eq.Il) _ 103.1, ;Construction drawings and 'i❑Complies i 103.2 documentation demonstrate i ;❑Does Not [PR1]1 energy code compliance for the ',. ;QNot Observable r� :building envelope,Thermal i❑Not Applicable envelope represented on ; ;construction documents. OComplies 103.1, 'Construction drawings and ,❑Does Not ' 103.2, documentation demonstrate -- 403.7 energy code compliance for ;QNot Observable [13113]1 ;fighting and mechanical systems. ❑Not Applicable ;Systems serving multiple _ ;dwelling units must demonstrate ; compliance with the IECC 'Commercial Provisions. []Complies 302.1, ')Heating and cooling equipment is; Heating: Heating: P 403.7 °sized per ACCA Manua[S based 1 Btu/hr 1 Btu/hr ,QDoes Not [PR2]2 on loads calculated per ACCA ; Cooling: Cooling: ;[]Not Observable I Manual J or other methods ; Btu/hr Btu/hr ;QNot Applicable , 1 approved by the code official. ; 1 Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 ,Medium impact(Tier 2) 3 Low Impact(Tier 3) Report date: 09/07/17 Project Title:New 2 Story residence Page 3 of Data filename: Section - 'Complies? Comments/Assumptions Foundation inspection. __ ,P 303.2.1•.. ]A protective covering is installed to ;❑Complies [FQ11]2 )protect exposed exterior insulation T❑Does Not and extends a minimum of in.below ; Not Observable !grade, ❑ ❑Not Applicable 4{33;g' 'Snow-and ice-melting system-controls;. Complies [Fol-2.,12 ,-,installed. 11IDoes Not J - s I❑Not Observable I ❑Not Appticable Additional Comments/Assumptions: 1 High impact(Tier 1) 2 Medium impact(Tier 2) 3 Low impact(Tier 3) Report date: 09/07/17 Project Title: New 2 Story residence Page 4 of 10 Data filename: Section . ` Plens Verified Field Verified- Complies? Comments/Assumptions, # Framing/Rough4n,inspectibn _ Value'Req.11) 1U_ ;❑Complies ;See the Envelope Assemblies :QDoes Not 402.1.1, ;Door U-factor. U"— table for values. 402.3.4 [FRl]1 ;❑Not Observable ❑Not Applicable U_ I]Compl`ies ;See the Envelope Assemblies 402,1.1, .-Glazing U-factor{area-weighted U- ;QDoes Not table for values. 402.3.1, iaverage). ; 402.3.3, 1 ;❑Not Observable 402.3.6, ,QNot Applicable 402.5 ; [FR211 ` lies 303.1.3 ;U-factors of fenestration products ;❑DoespNot [FR411 fare determined in accordance with the NFRC test procedure or ','❑Not Observable ' ;taken from the default table. ''`• „[]Not Applicable flComplies 402.4.1.1 :Air barrier and thermal barrier SQDoes Not ; [FR2311 ;installed per manufacturer's 4' (instructions. _ T❑Not Observable 6, _ +QNotApplicable iQComplies ; FIFR2011 Fenestration that is not site built [ -L (QDoes Not -is listed and labeled as meeting f❑Not Observable . AAMA JWDMA/CSA 101/1.5.2/A440 or has infiltration rates per NFRC _ QNot Applicable ,4000 that do not exceed code limits. ,-,­fQComplies , 402.4.5." IC-rated recessed lighting fixtures - ,QDoes Not ; [FA16]2 (sealed at housing/interior finish and.labeled.to indicate s2.0 zfm _,'))Not Observable `leakage at 75 Pa. f` �❑Not Applicable ; ,I QComplies , 403.2.1 'Supply and return ducts in attics i,. ❑DQes Not [FR1211 i insulated>=R-8 where duct is >= 3 inches in diameter and>_ ![]Not Observable I {11-6 where< 3 inches.Supply and' , Not Applicable 'return ducts in other portions of ; the building insulated>=R-6 for and R-4.2 ;diameter>=3 inches 4 1 lfor< 3 inches in diameter. j y ,!]Complies 403.3.3.5 Building cavities are not used-as , , z _ , _ 'QDoes Not ' [FR1513 ;ducts or plenums. ❑Not Observable ❑Not Applicable R_ :QComplies 403:4'' HVAC piping conveying fluids R- ;QDoes Not ; [FR1712; J above 105 4F or chilled fluids ,QNot Observable !below 55 4F are insulated to>_R- i -'j ;3. ;[]Not Applicable i I- TIComplies 403.4.1 Protection of insulation on HVAC c ;QDoes Not [FR2411 !piping. iQNot Observable � 7 TNot Applicable .° R -,QComplies 403.5.3 sHot•waterpipes are insulated to 1 R- ❑Does Not {FRT8]2 zR-3, ;❑Not Observable ; j I ;QNot Applicable ;QComplies 403.6 ;Automatic or gravity dampers area " - r=QDoes Not iFR1912- ',.installed on.all outdoor air intakes and exhausts. = ,ONot Observable ; .- "QNot Applicable ; 1 High Impact(Tier 1) t2 Medium Impact(Tier 2) 3 tow Impact(Tier 3) Report date: 09/07/17 Project Title: New 2 Story residence Page 5 of 10 Data filename: Additional Comments/Assumptions: 1 High Impact(Tier 1) =2. Medium Impact(Tier 2) 3 Low Impact(Tier 3) Report date: 09/07/17 Project Title: New 2 Story residence Page 6 of 10 Data filename: Section -' Plans Verified -Fie_Id Verified, Complies? Cominen#s/Assumptions #_ Insulation Inspect_ioir• Value Value. &-Req.ID _ -; ;OComplies ; 303.1. )All installed insulation is labeled [IN13j2 .,,or the installed R-values = j'. SEIDoes Not ' 3proviiied. y _ ;[]Not observable 1 i []Not Applicable , See the Envelope Assemblies, R ,Complies- 1 table fo'r values 402.1.1, '!Floor insulation,R-value. R- C1Does Not Wood ;❑ Wood [IN1116 ;❑ Steel %[J Steel ;[]Not Observable . UNot Applicable i ;CComplies 303.2, 1 Floor insulation installed per ",,; , Does Not 402.2.7 ;manufacturer's instructions and _ _ - [1N211 ,in substantial contact with the 1;—; ,: _ ,; ONot Observable :r F underside of the subfloor,or floor; _I]Not Applicable %framing=cavity insulation is in - •contact with the top side of ,sheathing,or continuous }insulation is Installed on the underside of floor framing and extends from the bottom to the :top of all perimeter floor framing y ;members. I R !Complies ;See the Envelope Assemblies 402.1.1, ;Wall insulation R-value.If this is a 1 R- Does Not :table for values. 402.2.5. !mass wall with at least 1/2 of the Wood I El Wood 402.2.6 !wall insulation on the wall Mass n'Mass ¢QNot Observable , [IN311 !exterior,the exterior insulation Steel :❑ Steel !E]Not Applicable ' requirement applies(FR10). f , , ;OComplies 303.2 ,Wall insulation is installed per _ _,. -TIDoes Not [IN411 !manufacturer's instructions. 4 Al ;EINot Observable t UNot Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2' Medium Impact(Tier 2) 3 Low impact(Tier 3) Report date: 09/07/17 Project Title: New 2 Story residence Page 7 of 10 Data filename: Section­ PWns,Verifieih. Field'Verified. Complies?._;` _Comments/Assumptions- Final Inspection Provisions =`.Val'ue Value;. &•Re JD R_ ;❑Complies See the Envelope Assemblies 402.1.1, ;Ceilinginsulation-R-value. R ;❑Does Not ;table for values Wood n Wood 402.2.1, Steel steel �[]Not Observable ; 402.2.2, ;❑ 402.2.6 ! ;❑Not Applicable , [Fill' i 1 ❑Complies 303.1.1.1,!Ceiling insulation installed per , ❑Does Not 303.2 imanufacturer's instructions. = [F12]1 !Blown insulation marked every F ❑Not Observable 300 ftz. ,y❑Not Applicable ' ' ❑Complies 402.2:3 - !Vented attics with air permeable "`,'❑Does Not ; _22- insulation include baffle adjacent -, , ; lto soffit and eave vents that -- ' ''_ Not Observable F },extends over_insulativn. UNotApplicable : = R ❑Complies 402.2.4 f ;Attic access hatch and door 1 R- ❑.Does Not [FI311 :insulation>_R-value of the ; 'adj'acent assembly ;❑Not Observable ❑Not Applicable ACH 50= ;❑Complies 402.4.1,2 ,$lower door test @ 50 Pa. <=5 ; ACH 50= j❑Does Not ; [FI1711 tach in Climate Zones 1-2,and ;❑Not Observable 1<=3 ach in Climate Zones 3-8. '❑Not Applicable 1 cfm/100 cfm/100 i❑Complies 403.2.3 !Duct tightness test result of<=4 ft [F,1411 +•cfm/100 ft2-across-the system or ; ft2 2 tODoes Not <=3 cfm/700 ft2 without air fl Observable ;handler @ 25 Pa. For rough-in t❑Not Applicable , tests,verification may need to occur during Framing inspection. ; cfm/100 `❑Complies 403.3.2 ;Ducts are pressure tested to cfm/100 [F124711 ldetermine.air leakage with ftz ftz Does Not ;either.Rough-in zest:Total ;❑Not Observable ; 'leakage measured with a ! ![]Not Applicable pressure differential of 0.1 inch ! ,w.g.across the system including , ;the manufacturer's air-handler ; 'enclosure if installed at-time of t ;test.-Postconstructiontest:Total leakage measured with a � , 'pressure differential 0f 0.1 inch w.g.across the entire system i including the manufacturer's air , ;handler enclosure. EComplies , 403.3.2.1 .Air-handle r.leakage.designated _ —Does Not JF12411 ;by manufacturer at<=2%of S ! ;design air flow. '_ ❑Not Observable ! I❑Not Applicable ❑Complies 403.1.1=J Programmable thermostats ❑Does Not [FI912 ' -:.iinstalledforcontrolofprimary _ = „F©Not Observable ;heating and cooling systems and "A initiatly set by manufacturer to ❑Not Applicable code specifications. ; =❑Complies 403.1:2; , Heat pump thermostatmstalled :'`• ❑Does Not [F110]2 -.i on heat pumps. I ❑Not Observable "G ❑Not Applicable ' ,I❑Complies 403.5.1 !Circulating service hot water = ❑Does,Not ' [Flll]2 systems have automatic,or. ;,`, accessible manual controls. _ ❑Not Observable ❑Not Applicable 1 High impact(Tier 1) 2- Medium Impact(Tier 2) 3 Low impact(Tier 3) Report date: 09/07/17 Project Title: New 2 story residence Page 8 of10 Data filename: Section _Pians Verified Field Verified 'Complies? Comments/Assumptions Final inspection Provisions 'Value Value - ID 403:6.1 Al mechanical ventilation system i, '- ;♦]Complies [F125]2 `Ifans not part of tested and listed I;, TODoes Not I HVAC equipment meet efficacy F` ;❑Nat Observable ; land air flow limits. f _ ❑Not Applicable 403:2 . ;`I Hot water'boilers supplying'heat __ `' ,,`f❑Complies [FI2612, athrough one or two-pipe heating _ _ - _ '❑Does Not systems have outdoor setback Not Observable ' I control to lower boiler water ❑Not Applicable Itemperature based=on-outdoar lr _ temperature. 4035.1.1 !Heated water circulation systems j'. `- _ ❑Complies [628]2. `-•ihave a circulation pump.The ©Does Not jsystem return pipe is a dedicated E.` - ❑Not Observable , return pipe or a cold water supply., _ '❑Not-AppIicabfe• pipe.Gravity and thermos- __ _ "s = - ;Isyphon circulation systems are ; I not present.Controls for irtulating hot water system }•- _„ ,_ , pumps start'the pump with signal ',for hot water demand within the ?occupancy.controls automatically turn off the pump= ;when water is in circulation loop _ #is at set-point temperature and I no demand for hot water exists. ' 403.5.1.2' 'G Electric heat trace systems = ;❑Complies 1F12912,_'_. 'comply with IEEE 515.1 or UL ,, ]Does Not 515.Controls automatically "`1❑Not Observable !adjust the energy input to the = _ ❑Not Applicable heat tracing to maintain the = desired-water temperature in the piping ! 403.5.2 =Mater distribution systems that ;❑Complies [FI30]z Shave recirculation pumps that- _. ❑Does Not !pump water from a heated water ❑Not Observable ;supply pipe back to the heated ❑Not Applicable 'watersource through a cold jwatersupply pipe have a jdemand recirculation water 3 Isystem.Pumps have controls ; !that manage operation of the i pump and limit the temperature ' of the water entering the cold l ;water piping to 1049F. 403.5.4- ♦Drain water heat recovery units '_ _ i`❑Complies [F131]2„ !tested in accordance with CSA :;❑Does Not j B55.1.Potable water-side []Not Observable I pressure loss of drain water heat f -'❑Not Applicable "".,;recovery units<3 psi for individual'units connected to-one '` or two'showers.Potable-mater- side pressure loss of drain water heat recovery units<2 psi for ? - I individual units connected to ? tthree or more-showers. 404.1 1 ;75%of lamps in permanent ♦❑Complies [F1611 `-fixtures or 75%,of,permanent -❑Does Not !fixtures have high efficacy lamps.;, 3❑Not Observable Does not apply to low-voltage ! #❑Not Applicable lighting. :° 404.1.1_ '-Fuel gas lighting systems have r ;❑Complies F12313 Ino continuous pilot light. !❑Does Not t❑Not-Observable t❑Not Applicable 1 1 I High impact(Tier 1) 1 2J Medium Impact(Tier 2) -3 Low Impact(Tier 3) Project Title: New 2 Story residence Report date: 09/07/17 Page 9 of 10 Data filename: Section :-- Plans;Ven ed` F'ielil Verified Complles? 'Cominents/Assuifiptions # Final-lnspection,Provisions " V_ale = Value, , &:Re JD = E]Complies ; 401,3 Compliance certificate posted. I„ ;Does Not (F17]2 z []Not Observable •j[]Not Applicable - - �Ocompiles 303,.3 1Manufacturer-manuals,for ;Does Not IFllg]3 Imechanical and water heating ;systems have been provided. i , _ _ _ - _0Not Observable I iDNot Applicable r.. -- Additional Comments/Assumptions: I High Impact(Tier 1) -2, Medium Impact(Ter 2) 3 1 Low Impact(Tier 3) Report date: 09/07/17 Project Title: New 2 Story residence Page 10 of 10 Data filename: 015 MCC EnSMY Insulation Above-!Grade Wall 24.00 Be'low-Grade Wall 0.00 Floor 38.00 Ceiling / Roof 30.00 Ductwork�(unconditioned spaces): Glass&Door Rating U-F I actor Window 0.30 0.31 Door 0.30 0.27 CoolingHeating& Heating System: Cooling System: Mater Heater-- Name: Date: Comments . 1 1 4 D�. DO NOT PROCEED WITH FRAMING UNTIL SURVEY APP OVED AS NOTED OF FOUNDATION LOWION, HAS BEEN APPROVED. DATE: B.P.# 1, PLUMBER CERTIFICA TION FEE: 'i� BY:-� OIV-,LEAD CONTENT 13 EF: . NOTIFY BUiL-Di•G OF a iM AT 765-1802 8 AM TO 4 PMI FOR THE CERTIFICATE OF OrC!l�'/� )' FOLLOWING INSPECTIONS: SOLDER USED IN VVI,TE,`-= 1. FOUNDATION - TAO REQUIRED �SUPPL`Y:SYSTEM CAKING i FOR POURED CONCRETE e-XQ 1"2 1,0 OF 1% LEAD. 2. ROUGH - FRA",, ": :r PLUMBING ,- 3. INSULAT!` 4. FINAL - : J MUST BE COW' t...,. ALL CONST : SHALL MEET THE P LTJ MBI N G REQUIREMEV ; O.-"THE CODES OF NEW ALL PLUMBING WASTE YORK STATE. NOT RESPONSIBLE FOR ,� &WATER LINES NEED DESIGN OR CONSTRUCTION ERRORS. L STING BEFORE COVE-RING ELECTRICAL COMPLY WITH ALL CODES OF INSPECTION REQUIRED NEW YORK STATE & TOWN CODES AS REQUIR D AND CONDITIONS OF SOUTHOLD TOWN ZBA All exterior lighting S installed, replaced or repaired shall conform SOUTHOLD TOWN TRUSTEES to Chapter 172 of the Town Code OCCUPANCY OR TRUSS PLACARDING REQUIRED USE IS UNLAWFUL WJTHOUT CE RT I F I CAT Must provide Manuals OF OCCUPANCY D,J and S as per NYS Energy Code DRAINAGE INSPECTIONS ARE REQUIRED Contact TOS Engineering at 765-1560 before Backfill,OR Provide Engineer's Certification that the drainage has been installed to Code. - Blower door Dire separation and ductwork required as per testing required. NYS Code N BUILDI O DEPARTMENT D T : I a, ABBREVIATIONS Classification/Floor Area 1 00 ACQ ALKALINE COPPER QUATERNARY LVL LAMINATED VENEER LUMBER Floor Level Existing Proposal Total M SECTION AT CHANNEL ACT ACOUSTICAL TILE MAX MAXIMUM AL ALUMINUM MIN MINIMUM 2'ASPHALT j Cellar (Finished) O O O t ALT ALTERNATE MRB MARBLE -- --- --- - -- - 1st Floor 0 1379 SF 1379 SF AFF ABOVE FIRST FLOOR M5 MARBLE SADDLE - ' -'-3•--`-Tr -- ASF ABOVE SUBFLOOR MTL METALV11=W CRUSHFDSTO 2nd Floor O 1506 SF 1506 SF A.S. ALUMINUM SADDLE NA NOT APPLICABLE ° Total 0 2885 SF 2885 SF A.P.B. ANTHONY POWER BEAM NIC NOT IN CONTRACT ° B.C. BRICK COURSES NOM NOMINAL _ r ` . BD BOARD NR NOT REQUIRED v I I—� I—� Q Garage O 452 SF 452 SF S'MIN. j BOT BOTTOM NTS NOT TO SCALE -III—I (I a IL Q Front Porch O 30 SF 309F BLDG BUILDING OG ON CENTER 1—I I I—I I �' a 'a ' I I—i 1 1-1 II I Ii I I I I I 1 i I ° ° Ml I Ml I I- Rear Porch O O O : CBB CEMENT BACKER BOARD OCC OCCUPANT(S) a B IN. CL CLOSET OH OVERHANG _ _ I I—I I Decks 0 G81 SF G81 SF CLO CEILING PART. PARTITION -III—I I-1 I-1 1- _ _ _ 1-3 SOOIP Ii MIN CONE" I I IELS I I I BED-I-I I I I-I I I-I 11-I -•• •i Y ;1 I i ,1 11 —, Col! IN;GE 01SPECttONS ARE REQUIRED EROSION &SEDIMENT CONTROLS d CLR CLEAR(ANGE) G U N -`Contact=TOS Engineering at 765-1560 before Shall include but not be limited to: -- COL : N N N COLUMN PT POINT EXISTING SOILS t-ackfill,-OR Provide Engineer's Certification A well maintained Construction Entra ce, CONC CONCRETE PKT RADIUS POCKET CMU CONCRETE MASONRY UNIT RAD RADIUS SETTRENCHDRAIN INCHANNEL SURROUNDED BYB'OFCONCRETEWTHA Z that t' drainage has been installed.taCOdo� Wire Backed Silt Fencing, stabilization & MINIMUM OF 3,500 PSI Sf OPE CONCRETE OFF THE TOP OF AND AWAY FROM CT COLLAR TIE REQ. REQUIRED THE DRAIN. O Seeding of exposed and/or inactive s Is. o CJ CEILING JOIST REV REVISION(S) CANT CANTILEVER RM ROOM Trench Drain Detail CMD CARBON MONOXIDE DETECTOR RR ROOF RAFTER DIA DIAMETER WR REMOVE AND REPLACE NTS U Z DIM DIMENSION SEC SECTION Ll._ Q Z DR DOOR SF SQUARE FEET Long island Sound .n W 60'MIN. V 1 0 DTL DETAIL SIM SIMILAR '� OR arnmu APPROVAL OF STORMWATER MANAGEMENT' W O DWG DRAWING SQ SQUARE ��Q.O� �.� U CO11TROL I MAY IN To Code p r 236 Q DN DOWN STL STEEL _ �' EA EACH SD SMOKE DETECTOR Date- ID 7 d EL ELEVATION STD STANDARD N 7� I Apiaroved.by: EQ EQUAL TC TOP OF CURB EX EXISTING TEL TELEPHONE THK THICKNESS � \ ' " EXH EXHAUST r I ` R301.2.1.1 (2015 Residential Code o ew York State) D ) EXT EXTERIOR TOS TOP OF SLAB Construction in regiones where the basic wind speeds � EF EXHAUST FAN TX TOILET EXHAUST FLOW i Design Criteria H EW EGRESS WINDOW TXF TOILET EXHAUST FAN ^- 4 y exceed from Figure 8301.2(4) equal or exceed Z FG FIRE CODE TYP TYPICAL ^�i�n 130 miles er hour shall be designed in accordance Bottom of Bluff // v+'sro"fe,mnoaNv—TI—Tnrr"ovrOncn p g FD FLOOR DRAIN TEM TEMPORED °"'°'"` "'"•°"""Si1NGq°"°"°""'""" div // with one of the following: FIN FINISH(ED) TEMP TEMPORARY L i I �� // FLR FLOOR(ING) UON UNLESS OTHERWISE NOTED PLAN VIEW FPSC FIRE PROOF SELF CLOSING VIF VERIFY IN FIELD SLOPE 4" VERTICAL I // I EL 21.8 Z O FT FOOT(FEET) WC WATER CLOSET '�'i FACE Plans have been designed 2015 International Residential Code and the 2016 U FJ FLOOR JOIST WR WATER RESISTANT _ � in accordance with: Uniform Code Supplement GA GAUGE It/ Q GALV GALVANIZED BEDDING DETAIL R 0 A D a 1 coNtrRU[T NINTRIN E-fouNn"TInNOfcoMPnrTID „�,�,� LTT -(IJEf"A-1FSDNGGRDErEEL-.`E CLIMATIC $ GEOGRAPHIC DESIGN CRITERIA (Table 8301.2(1) x / Lt VM&A fI,4TT1NIBLFNDURN[ I5TATEDOT fO"°FDRC& GFI GROUND FAULT INTERRUPT I GL GLASS ANGLE FIRST STAKE TOWARD ®�r-'--�J_ '� 1 CROSS SECTION Wind Exposure Category: B GWB GYPSUM WALL BOARD PREVIOUSLY LAID BALE. HIS HOLLOW CORE ^� _ �` I v Ground Snow Load: 20 PSF O Wind Speed: 130 mph 3 sec Gust w W Q HDW HARDWARE FLOC HM HOLLOW METAL L .� y .� ' ' -_-- I / I ti? TEMPORARY CONSTRUCTION ENTRANCE 1110 fastest mile U HOR HORIZONTAL 1 f - -BUILDINO DEPARTMENT D `��"o`� 00 o, ABBREVIATIONS Classification/Floor AreaDENCE,,, ' M ACQ ALKALINE COPPER QUATERNARY LVL LAMINATED VENEER LUMBERNE\ STO @ Floor Level Existing Proposal Total ICA TILE MAX MAXIMUM ::r "' 5t71 -' ACT ACOUST L A L ALUMINUM MIN MINIMUM j Cellar (Finished) O O D ALT ALTERNATE MRB MARBLE 1st Floor O 1379 SF 1379 SF AFF ABOVE FIRST FLOOR MS MARBLE SADDLE ASF ABOVE SUBFLOOR MTL METALN 2nd Floor 0 1506 SF 1506 SF A.S. ALUMINUM SADDLE NA NOT APPLICABLE LY - Q IL Total O 2885 5F 2885 5FIV A.P.B. ANTHONY POWER BEAM NIG NOT IN CONTRACT B.G. BRICK COURSES NOM NOMINALU N D, 1E R E arage 452 SF 452 SF rz u BD BOARD NR NOT REQUIRED � � BOT BOTTOM NTS NOT TO SCALE t�L Q Front Porch 30 SF 30 SF `# BLDG BUILDING OC ON CENTER u CBS CEMENT BACKER BOARD OCC OCCUPANT(S) ui Rear Porch O O O Cl- CLOSET OH O`/ERHANG ,, r Decks 0 681 SF 681 SF CLO CEILING PART. PARTITION CLR CLEARANCE) PC POURED CONCRETE ; COL COLUMN PT POINT 9 CONC CONCRETE PKT POCKET CMU CONCRETE MASONRY UNIT RAD RADIUS CT COLLAR TIE REQ. REQUIRED CJ CEILING JOIST REV REVISION(S) CD CANT CANTILEVER RM ROOM ~ CMD CARBON MONOXIDE DETECTOR RR ROOF RAFTER U H� DIA DIAMETER WR REMOVE AND REPLACE tL DIM DIMENSION SEC SECTION Long island Sound 0 DR DOOR SF SQUARE FEET QN U;:4 DTL DETAIL SIM SIMILAR �� _I DWG DRAWING SQ SQUARE 1 O 100.0 _ U DN DOWN STL STEEL . Q EA EACH SD SMOKE DETECTOR EL ELEVATION STD 97ANDARD N 7 1 EQ EQUAL TG TOP OF CURB EX EXISTING TEL TELEPHONE EXH EXHAUST THK THICKNESS r 8301,2.1.1 (2015 Residential Code of New York State) EXT EXTERIOR 705 TOP OF SLAB �L i''�� 1 1 Construction in re mons where the basic wind seeds EF EXHAUST FAN TX TOILET EXHAUST FLOW exceed from Figure 8301.2(4) equal or exceed Design Criteria P EW EGRESS WINDOW TXF TOILET EXHAUST FAN ' , 130 miles per hour:shall be designed in accordance FG FIRE CODE TYP TYPICAL i�� I FD FLOOR DRAIN TEM TEMPORED I with one of the follo*wln9: a FIN FINISHED) TEMP TEMPORARY � FLR FLOORING) UON UNLESS OTHERWISE NOTED 1 i FPSC FIRE PROOF SELF CLOSING VIF VERIFY IN FIELD " SLOPE 4" VERTICAL 1 I EL 21.8 4 z FT FOOT(FEET) WG WATER CLOSET FACE / Plans have been designed 2015 International Residential Code and the 2016 CU FJ FLOOR JOIST WR WATER RESISTANT I 1 I in accordance with: Uniform Code Suppllement GA GAUGE V / GALV GALVANIZED BEDDING DETAIL 1 1 a GFI GROUND FAULT INTERRUPT CLIMATIC $. GEOGRAPHIC DESIGN CRITERIA: (Table R301.20) x GL GLASS ANGLE FIRST STAKE TOWARD GWB GYPSUM WALL BOARD PREVIOUSLY LAID BALE. ® yam'\ / Wind Exposure Category HC HOLLOW CORE !� / Ground Snow Load: 20 P5F Q O HOW HARDWARE FLOW C40HM HOLLOW METAL ��L ,.f 1 —�f- y-^ — i N Wind Speed: 130 h 3 sGust w w .!•�, _ .� ,�� .� � i / � mph sec r 1 HOR HORIZONTAL i-ti _! / 1 0110 fastest mile) O O HP HIGH POINT = _ /� W Seismic Design Category g O a/ Z HT HEIGHT r"+ Q k HVAC HEATING/VENTILATION/AIR CONDITION L ___ = �� EL 22.7 Weathering BOUND HAY BALES i 1 m Drains a Colas for Ex.Roof a IN INCH L - E 9 Severe ►►►���,,, F--1 ^_; ___ PLACED ON CONTOUR I D Frost Line Depth: 36 inches C/) �) INT INTERIOR �- '�� ^ Z g i JT JOINTINV —_ Prop Residence - 1827 SF I* Termite Infestation: Moderate to Heavy 2 RE-BARS: STEEL PICKETS OR lTl Prop Porches- 190 SF wC) KIT KITCHEN - — 2"x 2"STAKES 1.6'to 2' IN GROUND. N 1 -. E Decay Probability. Slight to Moderate w Q LAV LAVATORY DRIVE STAKES FLUSH WITH TOP OF ® Prop Patio/Deck- SF 1 1 Prop Driveway- 250503 SF 11j) �+ol - � I HAY BALES. Winter Design Temperature: 51 N a M I _ Total Contrib Area- 5132 SF Ice Shield Under A"�JIiORIYdG DETAIL .,,,. l STRAW BALE DIKE DETAILS 1 I 2"Rainfall=0.17 Ft Flood Hazard went Required Valleys and Perimeter O 1 Exempt un SC" 1 SCTM 1000-15-3-37 5132 SF x 0.17 Ft- 873 CF Air Freezing Index 599 w Q�� *�-SCALE:Mi ` � ti 26,379 5F or.61 Acres Silt Fence 1 Use 8'Diameter x 3'Deep Drywells MIN. DESIGN PRESSURE DP RATING: o N — ....�^•� Windows ZONE 4 DP 25 F, a i - Doors a pp a Z Haybales Staked at 24" P.C. i ZONE 5 3On ZONE 1 DP 25 U W and Recessed Mln.4" 1 6) I LP I I U' N ZONE 2 DP 30 W ~ A Lq I rn r ZONE 3 DP 30 O O N ZONE 1 DP 20 ZONE 2 DP 45 N O T New Downspouts to be Connected ZONE 3 DP 45 Legend I to Dry Wells with 4"PVC Sked 40 1 01 Zone[Nhgrams: Existing Walls to Remain I i Porch Top Soil (PT) Existing Walls to be Removed - - - - --- - ; EL 22. DW I ' I '• - 4 New Walls and Partitions i i -- - lip - i Brown Silty Sand (5M)2 Story Frame Residence iI �` k Insulation 8 Mom x 3'Deep Prop FF EL 24.5 -�� I D W li 0 I i 1 ry e 3, - O I I �1 e �Interior � Door New Downspouts to be Connected I I _,/ Zone Pro Gar I Clayey Silty Sand and Gravel (ML) Zone Zone e ' to Dry Wells with 4"PVC Sked 40 1 P ge Window � EL 225 Slab EL 23.0 II Structural Beam _ I EL 22.5 Propo ed ' Minimum Uniform) Distributed Live Loads: Table 8301.5 S- '$•-0 "'�` o o I Dw 1 Driveway I 1 USE LIVE LOAD DEAD LOAD � :> , , ---- 4 7Outiet Exterior Balconies 60 psf 10 psf Q GRADE U. Decks .:.7,=::': B'Diam x 3'Deep 40 psf _ 1 p i0 psf GFI Outlet &GFI I ;'�: -_"� .-*.= r;>_: •- _ Dry Well , _ Possan er Vehicle Garages 50 psf as per plan Switch r"' ATTICS without Storage 10 psf 10 psf O 3 ¢ � � Dark Brown Gravelly Sand (.SP) ATTICS with Storage 20 psf 10 psf Q A 3 A EL 22.5 ROOMS other than Sleeping Rooms 40 psf 10 psf ,a A 0 < x Ceiling Fixture F�' / � Concrete Washouit� � • � � � x PERSPECTIVE VIEW Area - ' 14. Sleeping Rooms 30 psf 10 psf w U A1 01 U Exterior Fixture Proposed Well Location / �� - OQQ'�` �� Stairs 40 psf 10 psfSCALE:_ 20 Guardrails and Handrails 200 psf 10 psf 36" MINIMUM 2 x 2 / �'� 7-20 12 psf for Attic - N Smoke Detector FENCE POST J - - 00 © L -'� - O Brown Gravelly.Sand (SP) _ Live + Ground Snow Load sf cy5P 15 psf for Gath �s 'P CO Detector O WOVEN6x 1011IRE 0 WWF) EL 23,4 I Table 8301.7 of ALLOWABLE DEFLECTION: W Vent FILTER �ve Structural Member Allowable Deflection ® �r` No Water Encountered ti ? S(OP� " 17 Rafters having slopes greater than 3/12 with no finished F a 06=` Vent/Light n,t SOVr ceiling attached to rafters �8O O EggIO�� LJY G Soil profile EMBED FILTER CLOTH RAOE Interior Walls and Partitions H/180 Dt G AME: Ceiling Fan MIN. 6" INTO GROUND Z Roy K. Ressig, PE Floors and Plastered Ceilings V360 4" 4/8/17 All other Structural Members I-/240 COVER NOTE: Exterior Walls w/plaster or stucco H/360 �(' t,���� MAXIMUM DRAINAGE AREA Site plan Exterior Walls-Wind Loods(a)w/Brittie Finishes L/2A.0 1/2 ACRE / 100 LINEAR FEET Exterior Walls-Wind Loads(a)w/Flexible Finishes I L/120 DWG. NO.: SECTION DETAIL Note: L- Span Length H= Span Height SILT FENCE DETAILS SCALE:NTS a. The Wind Load shall be permitted to be taken as 0.7 times the cowl Component and Cladding loads for the purpose of the determining deflection limits herein PAGE 1 OF 10 GENERAL CONDITIONS DECK/PORCH RAILINGS TABLE RI02.2 MINIMUM SPECIFIED COMPRPSSVE STRFJJGTH Cr�CONCRETE � R312.1 Guards Re uired Strapping Details 00 1 All work shall conform to 0()'15 Residential Code of(�ipw York State local Buildings ani od FrQmng (COntlnued, q TYPE OR LOCATION OF coNCR_FTE coNST9ucT10N � and the New York State Ener Conservation Code AI Codes shall su ercede the drawings an hall Porches balconies or raised floor su aces located more than 30"above the fcc Mw'MUMSPF-CFEDCOMPREssvE , AY P l.Qa Bolts or-grade below shall have guards not less than 3 " in het Open in sides of stairs STRENGTHa(fc) be incorporated Into the drawings,whether they are indicated on the plans or no+. 1. Shall be of s+rvc+ural gM 3rade steel with a total riseofmore than 0'above the floor olr grad shall have guards weotlrdngPoterrtld b LSTA Strap Install 16n On Center ,Z not lessthan 34"i _n hei;ht measured vertically from the nosing of the treads e M 2.Contractor shall cheek and verify all dimensions. nates and condi+ions of the site 6ef ro a any construction 2 Washers shall be aced under the head of la bolts_bearin on wood_ length o �"�° �K� �� I� 51-- 9 �g-�� Boaemem wdle.foundotlorm and other cancreee not exposed m+he weather work's started- The Contractor shall notify the Architect of any discrepancies or conflicts in the,_drowinas shall b a minim,m / depth ofm embers being bolted toae M 200 2.500 zwoa � and/or feld conditions before s+artina th rk.The discovery of discrepancies after beginning the work shall 8312"2 Guard Opening LimitationsBasmerlt slabs andar�a�a„�rade•e�ae,.�ara�e+,aar.,ob. Be cards on ensides_ofstaine a 2 00 2.1,00 2-500c T. be the full responsibility of the Contractor to r.�'rec+. gWred$ ap y3,.roi5ed floor arefls,balconlesand_pgtches Alterina Structural Members Basement ways,fourda+lon walls,onerlor wags and oriw vertical concrete o Shall.bave 1[Ltermediate�ails_or ornamental closures�liatdoa2t alio pl�ssage a work a vased to+he wemner 2-100 3.0ood 3.000d 1. No structural member shall be_omttted notched, cut, blocked out or relocated without sphere 4"or more in doamefer r PQM carport slabs and steps OWseNd to the weather,and garage floor slabs 2-100 3.0006 3--000 o 3. Contractor shall locate$stake out all existing-underground utilities prior to any excavation. The utilities shown prior approval of+he Architect_ Do not niter sizes of members ngtetLwi+ht approval ou on the plan are on approximate location only, ..-gf_the Architect. Exception For 51:1 pound per square Irr,+t=6.d9r kPa. 4_ Comtractor shall be responsible for arronaing all necessary,.permits and inspections,includingsertificete of Occupancy(C.O.1 The triattguel openings formed by the riser,tread and bottom rail of in auardnat the open Built-up Beams side of a.5it'englh of 28 days psi. " unless otherwise noted a stairway a�permi+ted to b of 1,u h a 5izte4ha+a srLhere 6"cannot oat 1. Built-up beam-or joists formed by a mapslueand internal w/2 rove d nail at 1le of 2 x membemsholl be interconnected os follows: through- b.See Table 9301.2(1)for wecrowrig powftl. _ 5. Written dimensions shall have precedence over scaled dfinemsiangslridlarger e d scaletails shall have 12recedence over smaller e Members 12"end less indeathC.con+trap bco ons tug Oat may be sect tofreesng and+tw.tng Burns ca�nucno�:twN be ori Simpson Strong-TI maned co Trete Rafter to Rafter H2A- Rafter Cip C.C.staaaerpd xcord w,soca dance wkH Footrpte d. Rafter to Top Plate •� nom, scale details/drowings_Drawings are not to be scaled. HABITABLE SPACE b. Members greater than 91/4' In depth or m Itiple 3 x members through bolt with 1/2' e dr-errrdned.Total dr aorrtmt(yercert by volume of shag be rot less than 5 percent or more Connection Detail 1 All habitable spaces,shall conform to the foilo��ingl sections of the Red.Concrete 6W b sldPn{ial Code than7pe.�e„t. Conneetlon petail - *.� diameter machine bolts at 24-o.0. R ' 6_ Any deviation from the Architect's drawings must be submitted to the Architect in writing for approval_ of New York Sate e.see S&+lon R402.2 fir maAmum aementltlous molerids aarnern. ' R3D�aht,Ventilation and Hestina Cutiina of Beams. Joists and Rafters f.Far garage&b s with a steel troweled firdsh,reductlon or the told air corner(percent try vdume of concrete)M rot less ftn 7_ Contractor shall be responsible far adequately bracing end ptCgtee+ing all work during construction against damage, breakage, P304 Minimum Room Areas 3 Perceit Is K"Wted IF+he specified aomprecclvo**vVth of+he concrere fa ho wsed to Dat less than 4,000 psl "• oilapse, distortion end misalignment according to applicable codes,standards cod good practice- 1. Cutting of wood beams,joists end rafters shall be limited+o acts and bored holes Dat deQoa�r r,�• 8305 Ceiling I-leiah+ than V05 the death of+he memberalLd shall no+be located in the middle1/3 of thepaspan. Notch X306 Sanitation H25 Clips depth of the ends et the member shall not exceed 1/4 the depth of the member Holes boredar TABLE R403.1 MINIMUM WIDTH OF CONCRETE OR MASONRY FOOTINGS pnch")a 8_ All work shall be performed in a firs+glass manner with all new materials. -antr•actor shall provide all equipment labor and - R3O7 Toilet,?ub end 5ho -r GGE9 materials Mac se onl for the proper execution and timely comipletion of the work. Contractor shall be respansiLle for all material out into the jojn+•shall not be closer than 2 inches to the tip or bottom of the rots end the Blame+-raf+h hal shall not exceed 1/3+h depth of the joint. The tension side of beam Use eve other nail h C LOAD-BEARWG VALUE OF 501E lest) every ENGTH p� in a row to and equipment stored at Chess« 1,500 2,000 3,000 E4,000 code-required minimu .�•+ EMERGENCY ESCAPE � RESCUE OPENINGS 9310 provide th and rafters of 4 inches or�reater nominaLthiekn-s shali not b notahed,aZtap at endsaf 1. gasemetlty_kvitf]_1]al2itablea}7aGEand�veLy_sleep�mg EODm.5ha1111ave�least one operable emergency Conventional light-frame construct on center-to-center 12• n . (� '-r members. 9_. All contractors and their sub-corl+raetors shall carry Insurance that will protect the Owner and the Areh tee+from claims from _and-Resau�Qpen[ng�SuehTpening shall open dit�ctly into_a�?ub(ie street, pT ubliq rZi_ev and er court_ 1-story 12 12 12 12 spacing for nails G520 A da aces for personal Injuries, including death_,which may arise in connection with this proles#, Where basement�_gontain one ar more sfee In �caams.emet en r_e55 shall 2-story is Pipes in Stud Bealing_NIaUs-or Shear Nails P 9 $ �sA he.requjr_ed In_-each[cam 3-story 23 72 12 12 O 1. es or Notchbored holes to studs oear f bin but sheIllaotbe required In adJgininaor�as of the basement. Whereem�gp�y and resGilQopEnings are 17 12 i2 Q W 10.Contractor+o indemnify Architect and Owner and hold harmless. A walls or partition shall not be mora than 1/3 the d hall e a sill 0 provided height oft•iot more tVhan 44 Inches above the f1ooL.�ere the door o enin GL p 4 4-inch buck veneer over light frame or$-inch hollow concrete masonry SPAN W,OZr depth of the stud_ g �aying��hreshold kzelow�e aril°cent ar�Lnd eeS.as an corer_gencTesanpeandresaule opening 1-story 12 12 12 0520 11_ The Architect is not responsible for construction means,Methods,+•echhpjques,�equenees. procedures or the safetyprecautions, a"d is ed�ttiLa.l�Llkhead_enalos!Mp Sha 2-story 21 12 V _ rovid 1LGanTtply wi±h Ssatiari�331Q..3�Ihe net elear_openjng rY 1to 12 12 A and programs in Connection with this pMlec+_ Bridaing and Bloekina dimensionstse 3-story 32 24 16 1_ There shall be not less than one lino of bridging in�ry ix(0)of span in floor,a�c,ald roof quired-bY�his 4ectiojf�hgjthe ob+sin�d bye normal operation of the_.Qrnergenay_ssaape..and 121:2. All construction with the llOmph and 120 mph three second , rescue from the inside. Emergency_escalte and re:scueopEningsshall�peri-direafly_.1n+o_.a_pLblic may or to a Gs20 fretum The bridoiing shall consist of not less than 1 x 3 inch lumber dcluhied nailed at each end 8-inch solid or fully grouted masonry inyard -that-opens-to with the American Forest .Paper Association M 21015 Wood Frame Construction Manual, or of equivalent metal bracing o�qugl rigidity. Midst an bridging is_� not required for sifts or row{ 1.1 Minimum Op ing�yeas All emergeclaay escapeand rescue opQcvngs shah have_a minimum-neetclear 2-story 129 21 S 12 14 12 Provide minimuframing where-jolst depth does not exceed 12!richers nominal 12" openjng.of-S 7 square_feet 3-story 42 32 12 end distance 21 16 Equal n tuber 13. All contractors shall be licensed and insured 1.2 Minimutll_�}2P.111rtg�lelgf The Jvinimum_alea_r openin_a shall be inches speer led nail Header to Studs 2. Block solid at all bearjnasup ports where adequate lateral support Is not otherwise provided 1.3._L1UilmuPL>_Q Blit-The minimum deaGo in each end penlna_W nenln�e shaphe20_inahes For 51:i inch=25.4 mm,1 pound per square foot_0.0479 kPa. C/1 14_ Comtactor,+o obtain Owners of Architect's approvalfor all materials,finishes and equipment prior+a purchasing. All egujpment Black all stud walls at maximum intervnles of B feet with mjnjmsm of 2 x solid material with Connection Detail 1.4 OnenitTg.� a!*alrrts-Emergency_..estalpe�nd�esrue aPenings1a11 be oger�iignal�com the-inside and ma+erlals are to be installed r manul:' cturer's written s eciflcations. tlght joints. -+h a.Where minimum footing wdth is 12 inches,use of a single a of solid or Stud to Stud z-+ per P of the room withou++he use of keys,+ololg or special_knQwledge. 9 � Q, fully grouted 12-inch nominal concrete masonry units is permitted. Con�,eetion Detail C, 15. Contractor shall keep the site clean and free of debris- 3. Provide 2 x firesto e,at midpoint vertically of stud wall. 2_ Window Wells-The minimum horizontal area of tihewindaw rvellshalL be 9 sauarefeet�nrith_a_minlmum horizontal "1 _pr°lection andwidth o{ _�inches. T Vireo of tthe�v ndaw w Ie_Ishn11 allow{he emer_genc�[ascApe_opeQing O DO IS These drawings are the property of the Architect and shol'i not be used without his consent`Drawings shall not be used for issuing- PI. 1M God to be fully penieI z sofa building permit unless signed and sealed by L-cujs Schwarhz,P"E" 1. 411_plywood shall be Doug-Sir-or-equal. TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIALS O U5 Product Standard PS 1-83 for Construction and Industrial Piwvood U S. Bulkhead Enclosures-�uikheadenclosur�sshal provide direct accesstothehas.emen+_ The 6Llkhesad�nalasure CLASS OF MATERIAL 17 Contractor-+a foflov'all manufacturer's specifications,secolmmenda+ions and installations on all products used in this pest IVotiFv 2. Each plywoad sheet shall bear+he APA"trademark wjth the door_.panels in the fully open oositlon shaill rovide{he-minimum�etolearolna.Teauired by Sectign LOAD-BEARING the Architect of any conflict between the plans and manufaetur�'gspecificerton¢ recommendations and installation details prior to 3. All end joints shall be staggered and shall butt el 9 the center lines of fwmlina members 8310.1.1- Bulkhead-enclosures shall also comply lwith 5ection.B31158 2. PRESSURE(pounds per Square foot) Q P R-qJ y- P ® plywood A i7 •� parallel Crystalline bedrock 0_a Install on of product on this r 'act_ Con+rac+a>:shail be responsible for correction of any prevents th correct in tallation 4. The face rain of the pi sod shall be laid et r angles to the oists and trusses and erell 1 12,000 O Sedimentary and foliated rock of product as shown on the drawina� to the studs. 4 000 ' ANERGY NOTES Sandy gravel and/or gravel(GW and GP) 3'000 x 5_ Nails shall bsplaeed 3/8"minimum from-edge of sheets. The minimum nail perltl-a+jon into framing Sand 1,i sand clayey sand silty gravel and d , � 18- Match all e i ting conditions as they relate to finishes,lahtina, .o trr�g,dimensions, ejaht alignment,etc- Move and re-locate members shall be 11/2'farad nails,and 13/8"fon-ICA roils. It aY Y ty 9 clayey gravel any pertitlons,wiring,..plumbing and ductwork that may be conceded in walls or ce11'117as being revised,to provide a com6 floors s complete job in all All hall be nailed a (SW,SP,'' per nailing schedule_ SM SC,GM and GC) 2,000 Q gLECTRICAL Clay,sandy clay,silty clay,clayey silt,silt and sandy silt rT� W 0 respects. 1 All electrical work shall conform to the rules and r aulations of the National Electrical (CL,ML,MH and CH) 1,50Q� w � � V. Partitions Code Residential Code of New York Ezt2fe. and Board of Under rte_m and its Z O O 1_ General referenced standard NFPA 70-!200 a. Provide solid blockina at�'-O"o_c. b een thajoit-and first interior pra allel jolst- 2.The electricaleaujpmeri+and wiring shall be installed in accordance with Chap±ers 41 O w �..I z b.Splicea of the top and bottom portian of double tap plates must be s+aaaereda min_ +hru 42 of+he Residential Code of New York Et:o e M r� of 4-O"- 3_ Electrical work to be inspected by on approved ellea•+-tral inspection company. Floorto Floor F-4 Q O EXCAVATION AND BACKELL c.Splicesshalieccur only directly aver studs. 4. All "electriaal outlets in wef�areas ro to be av and fir(G t Interup{e_ Fl} 1. Contractor shall locate and stake out ell existing underaround utilities prior to any excavation The utilities shown on the plan d-1 ap _ top plates at ort_rs and Intersections. Connection Detail Q� h+i are en approximate location. 2_ Searing Walls supporting one floor or more: !SinQle and Multiple Station SmokeAlarme y�~ In, Partitions must be constructed of minimum 2 x 4 s ,ds paced 16'o.c.of type lumber -'ingl atjons. O i� 2- Excnvafie all areas indicated on the�awinas All exCavotlans shall be the minimum dep�Ceq'ir d achjevina Clean undisturbed � ecified. 1. In each sleeping room _Yirajrlsoil with stable moisture content and non-shifting and non-shrinkinasoil : nract ristiCs. The Contractor shall be resspansible b. if Bauble top plateaf legs_+hmn T T x 6's or 2 2 x 4's is used flooriio_-+s Shap be Centered 2.Outside of each • NAILING SCHEDULE: Table Table 602.3 2015 IRC �_.sep_erate sieepjng_r�rea lin he immediate vi_ cinity of fihe �} _ for-nc+lfcatjon of poor soil characteristics+o the Architect and shall not proceed with the work until receivipa instructions from the Architect. _dtreotly aver end below bearing wall studs vv+l1 a tolerflnee of r more than 1" bedrooms. Note: This schedule does not include nailing for metal framing straps(see section n_ Bearina stud walls must be sheathed with minimum 1/ gyp bel fasten d aceord� TOP PLATES (� - �- A� y o 3.Onsach additional storf the dwelling+- Including hasements and oepars bU+ for strapping and requirements section for rough opening framing 3. The Architect has prepared the drawjnGs and sped c{> atlons vtvjth an assumed bearing c' of 1 ton per s fl.and an assumed soil r++arntfa rerrs recommendation. not Melu requirements). -P-P cacao -q• ding Crawl spses and uninhabital121.e-ottios_In dweljipas or dwelina ,ni•tK ehoracterietic of sand or�gravel with minimum{races of clay umless atherwise noted with split levels and without on jnterveninla liar betwezn+head=ent levels,a Al nailing is a general specification it applies unless otherwise noted. Corner Brocina smoke alarm Installed on the upper Ieyej�ha115uffice far+h�e�ediocent lower level w F. 4. Al excavations for concrete piers and footings shall be a minjimum of 3 ft below finished grade unless otherwise noted on the plan 1" nl s o+herw(senotPd, brace eterjor corners of buildin %/4 x 8 phn�ood sheet a thickness to match Joint Description No.of Nails Nail 5 acin t-j Z A f _provided that the lower level is less tiTarn one full story below the upper level. Spacing F{ that of sheeting ROOF CEILING FRAMING STUD Z 0-4 S. All backfill shall be clean granular fill_ � Q Q �f When more than one smoke alarm is required to be lins{fllled within an lndjyldual dwellina� unit a 2 OVerap plates at all Corners, le arm vices shall be interconnected jn such a manner that the n til latuion of one alarm ! DIAMETER E�PERCEN H � No backfill shall bepermi1ted against concrete or masonry foundation walls without floor framing or,{proper bracing as�eauired to prevent Rafter t0 To Plate oe-Nail (3)10d Common Per Rafter of STUD DEPTH will activate all of the alarms in the individual unit The alarm shall be clearly Audible in all damage to walls_ No backfill shall be permitted within a minimum of two weeks after pouring The contractor shall be responsible for any Nailin Ceiling Joist to Tc Plate Toe-Nail (3)8d Common Per Joist a' Z �.� bedrooms over backround noise j vols with oil imteveming doors closed, QJB IN MIN.To EDGE O W damage to concrete or masonry wall- 1. Al nailing shall comply with nailing schedules shown r 6 16d Common Each Lo %IN.MIN. W � Cei.In Joist to Parallel Rafter F ce-Nail ( ) P � All smoke alarms shall be list d and jn to lad In aecoredance with the provisions of}he - Ali inment Bestdentic'Ccde of New York State and the hourehaold Are warnina provisions of NFPA 72- --Ceilino Joist fops over P rtitlon F ce-Nail 8 16d Common Each Lap A 1- All rafters and ' ids s+s fram_ingfrom oppgsl_tasidas shall lap at least sixCra)Inches end nailed+oge+her with Collor Tie to Rafter Foce-Nail 3 fOd Common Each End r _ B)10d face nails- Power Source CONCRETE 2. When framjn end en ots�tci 4 all Secured toether with metal straps. In new eonstcua+ionthe r r$ytheir prima war from+he locki t Rafter(Toe-Nail) (3)8d Common a to d j g , e eauired smoke alarms shall ire 0 Each End L' NOTCH MUST NOT EXCEED 25 1. As Per Qeipter 4 Residential Code of New York and Tables 401.4.1,x .403.2 Included on this sheet buiidina wiring when such wiring Is served from a commercial source or pan on-site electricalRim Board to Rafter End-Neil 2 16d Common Each End V P�ENTOF�DDEPTH FIREBL.00KING/DRAFTSTOPPING power s 'tem, and when primary power Is in+errrupfed shall receive power from a ba+terv. 2 Concrete shall be air-entrained Total air content(percent by volume of concrete)shall not be less than 5%or more than 7/a• Wjrin shall be permanent and without disconnecting Lai i WALL FRAMING � BORED HOLES SHALL NOT BE 1- Instal freblockina required as per Section R602-8 and draftstcpping as per Election 8502.12 of the A tah o+her�lian+hose requ red for t LOCATED IN THE SAME CROSS IF 14OLE IS BETWEEN 40 PERCENT AND oYercurrent roteation. Smok- alarms hall be rmiit-ed to be ba#ery o pr,(,�^!-d whel'L 4 SECTION OF CUT OR NOTCH IN CD PERCENT OF STUD DEPTH,THEN STUD Residential Code of New York State- P - P To Plate to To Plate Face Nail 16d 24'O.C. per Foot STUD MUST BE DOUBLE AND NO MORE THAN TWO STEEL NOTES Installed in buildinas withcut earn er ial power or an iwn•site electrical power system or in SUCCESSWE STUDS ARE DOUBLED AND So 2. Fire stoppi�a shall be proyjded to Cut off all Concealed draft ap ne inns(both horizontal and v cal}with I BORED 1_ All Steel shell have a minimum Fb of 2 DO P.-4-1. 2'nomimal lumber or 2 thjaknesses of]'nominal lumber with broken lap jgln+s or other approved material bLildin8s that undergo repair alters+ion, tinge of occuoanay addtjon or relo�jan 1n T PI es Intersecti ns Face-Nail 2 16d Common Each End (. accordance wFIrh Appendix J_ 2. All Steel shall ecnform to the latest A-S.T.M.specifcatlons for A-36 steel Pipe columns shall conform to A-S T.M_A-53- Stud to Stud F ce-Nal 16d 16'O.G. Each End FLASHING/CAULKING NOTES =25.4 mm. Carbon Monoxide Alarms Header t Header Face-Nal 16d Common 16"o.c.alorg edges liemRxexteriorlmdbevin`wWIL Z 1_ Provide metal flashing where frame lumber is in Contact�•ylth soil or concrete. Provide hidden (blind)meta! � x carbon monoxide alarms shall be Installed in the foilowha loeatjonsi r flashir r tops of roofs irl+ers h' where ec}•vertical wall surfaces. Provjd��+lp+ai stop Flan lag erond all c-hmine�_ To of Bottom PI e to-Stud End-N it 2 16d Common Per Stud t, _ FtGURERso2s(1) FRAMING 1 Carbon Monoxide arerequired an each level on which Slee inaspaces ar at d t NOTCHING AND BORED HOLE LIMITATIONS FOR EXTERIOR WALLS AND BEARING WALLS Qkyilahts and wh r- sides ofaoof Intersect with verHcal wall surfaces All metal flashing shall extend ro Bottom Plate to Floor Joist, Band Joist, End ►- 2. On any story where a fuel-fred applianctes and equipmeolid fuel burning ]. Minimum header sire to be(2)2 x 6 with 1/2'CDX Plywood Flitch pl�ynles oth-revise noted_ �Certically of 4'from roof unless oth�rwi,��d. Josit or Blocking(End-Nail) 16d Commas 16"O.G.Face Nail iramuu n�canse emit 2_ Flash,aaulk and seal all junctions of new and existing roofs_walic and penetrations,to form a watertight - appliances_s and equipment,fireplaces or mttoched garaaes are located- W 2. All exterior lumber and/or lumber with masont:)yoncrete shaPLbe pressure treated(ACO)unless otherwise noted assembly. Rr ) When more than one COalarm is required to bejnstc In d within an individual dwelling unt FLOOR FRAMING +he alarm devices shall be interconnected in such a mmruler that ectuatuion of•oqe gJ� - 3. All wood subfloflrs shah be 3/4"plywood+c Clued and polled to lois+s, VENTILATION will activate all of+he alarms on the individual unit. Thea alarm shall be clearly as dible in ail Joist+o it To Plate or Girder F ce-Nail 3 ad Common Per Joist Ventilation Required bedrooms over backround noise levels with all inteY Diu doors closed. Enclaseda+tics and enclosed rafter spaces farmed wher�aeilinas are npnlied diree+l to the undersid a "g Brid in to Joist(Toe-Nail) 2 10d Common Each End 4_ All wood frame op ni sin floors, roofs, ilinge_�} l!have a minimum double_ _trjmmer and header"framing unless 0th-rwi noted y e_of roc X mRxe setters shall have Cross_ypntilation for each separate sen by ventilating apenjnaas_Trotec+ed n�ains All CO alarms shall be listed and installed In accordance with the-pravjsion of+he Blocking to Joist Me-Nail) 2 10d CN ` Common Each End Q to 5. All wood frame wall openings shall have minimum double posts at each end. entrance of or snow emHiefing open>sas shall bid ae proved with corrosion-resistant wire mesh with 1/8" d 1estud f - R VResidential Code of New York e,+a+e_and the household fire wcrnjnA_ r cVj ions of NFPA 72 Blocking to ill or a Pi oe-Nati 3 16d Common Each Block a n1!rllmlum to V4"maximum op-ne inos- 6. Al hanging wood joss+s and rafters shall be supported with steel joist hangers_ Ledger Strip to Beam Face-Nail 3 16d Common Each Joist Power Source ea raw we F Minimum .AGaM F" 0.'dr Carbon monoxide alarms,carbon monoxide detectors, and alarm control units to v hich_zj2d n ' (3)Sd Common Per Joist 0 ¢ Z M 7_ When oist hon ers are In contact WACO lumber use stalnlesss'tee olst hon an fastners only. Joist to Ledger to e Toe-Nail j g be -steel oars The total net fre�vemHin+ina area shod no+be less than 1 to 15D of+hp area of�•he_,page ventilated Z A Q 3 Q monoxide detectors are connentPd,shall receive their_jprimary_powerfrom the building wir__�na. and shall be equipped with a battery baektups-y1,+em+Ihat automatically pro id power from Band Joist to Jols+ End-Nail 3 16d Common Per Joist 8. All roof and wall sheathing shall be 1/2"COX 2�nwoad, Vent Clearance one or more batteries when primary power j1,jnterrup�ted. Wringshall be permanent and Band Joist+ ill or Too Plate(Toe-Nail 2 16d Common Per Font U Ca A I U A minimum of a 1°apace shoji be provided between the insulation and the roof shec+ina at+he,location of+H,-vent withou+a dlsconnectina switch other than those requiryd for ever Current Fro}et{oD, b, q ; SCALE: S. Allwoodfloor-lolsts. and flat roof rafters sponnii 10'-0"or coos reater shall be provided w/bridging a+mid-span or a+no greater than 61-2 ROOF SHF-ATHiNG 1/411 = 1 1 ®Rwt"a r Fxeocol( 'ice ew can wwnaw n el'�- Stru rat Panels 1. A111 glazing shall Conform to R308(Glazing) the Residential Code of Ney�Yprk State 1 Cids arbon monoxe alarmand carbon monoxide detetc+ors installed in a bulldina or structure yO 10. Provide double fccrajs+s under all pamIllel wolls above without an electrical power source shall be battery cpeerated_ Interior one 8d Common 17 o.c. NOTCHING AND CORED HOLE ta0� WINDOWS '^wtA°°Tl�oW' �Ns FOR UTEmORR NDNBFARsq WA,Lf (/� y 11. Install steel s+rappl Ta at all framina members as re,utred�(5P�Details) h Perimeter Zone Comoro 6"o.c. 7� All windows sp ifi d a an egress windows all meet ar exnepdthe requirements s of the 85CNY5(section 3101. 2_ In buildings that undergo repair_ alteration,change iof occupancy, addition or relocation in * oc Min.Opening Area--5.7 sq ft- accordance with Appendix J.carbon monoxide alarms land -be n 2 12_ All top plates in wood frame walls shall be doubled and overap with intersection walls if possible. Min_Openina Height24" battery operated,card type or direct plug, CEILING SHEATHING �Z EXTERIOR OR BEARING WALT. p 0 006' Min_Opensa Width=20" r� 13 Dimensional lumber to be Doug Fir#2 or better in, Fb-900, E-15 x 10( 5111 Helaht-44"Max AFF sum Wallboard 5d Coolers 7'Edge/10'Field O ESSI�a 14, Laminated Veneer Lumber(LVA,)have a min Fb-2,650 oned an E-15 x 10(c31DRYWALL NOTES WALL SHEATHING D G AME: ical Bathroom Walls l NOTCH GREATER THAN SO M GAGE(0054 FASTENED AND E T A I L S 15. All shimsunder Cella jrders �- s Structural Panes 6d Common 6°Edge/12"Field PERCENT OF THE PLATE WIDTH METAL TIE FASTENED ACROSS AND � �''P�' Prcvldel/2"mold ois{ure res!ston+avp-gumhpard to ell wall TO THE PLATE AT EACHSIM 01;THE], � a,, g�eilinas In.I�„ding all bathroom an iii as NOTCH WITH 6-10d NAILS EACH SIDE Gypsum Wallboard 5d Goojers ?"Ed e/10"Field and any wet areas- All gypsum I,-io board shall receive one of tape.rlgd three coats o ' int compound minimum. 9 & NOTES Bolts In Wood Fremina All walls eeiUnas ond a�--ledges to receive!6le ar s+orlL,5 lLb�Set on 1/2" ememt bard, 1. All bolts in wood fromina shall be standard machine bolts w/standard malleable Iron washers or steel plate washers FLOOR r.,.)'HEATHING SuH or Gerona Walls lunar, Structural Panels DWG. NO.: 2. Steel plate washer sizes shall be as follows- TOPt>tiATEs 2. Provide ane layer 5/8'Tvp_,e-X gypsum board to all walss and cejlinas_gf_alLattaGhed�al ages and room enalosng_. \P,PE e_1/2"end 5/6"Diam- bolts-21/4"sq,x 5/1rn" 1"or Less 8d Common 6"Edge/12"Field heat produejn- equipment- Provids one layer 1/2"Type_ X-gyp-sum board at all Interior house walls common to b-3/4'Diam. bolts 2 5/8'1,n x 5/1G'- scrag s Provideon layer ° over of heat producing equipment in all unfinshed open Greater than 1' 10d Common 6"Ed a/6Feld 3- Each bolt hole In wend hal be details.drill 1/1 larger than diameter of the bolt- A - 1 4. For all anchors,see typical deCellars. Note: Maximum w011 height 110/120 mph zone,Exposure B Spacing to 16'o,c. IM. is 14 feet,see plan for additional specfcation if applicable. FIGURE 1111602.6.111111602.6.11 TOP PLATE FRAMING TO ACCOMMODATE PIPING PAGE 2 OF 10 Railings to comply with 8312.1$8312.2 00 d" See Notes on A-1 for Full Description C� ch 00 �;Y ��• 12`Diam PG Post Fig Install#10 x 2Y2" I- ti Strong Drive® �8 Min. from bottom .� w/Treated 6x 6 Post g is of beam to center 6'-2 V2" 6'_3• 6'.1 V2" 6'•,41/2" ro'_l,✓2• on PB Post Base SD screws to •• of lowest fastener . �+ side of the beam as shown • to [�3 4'•4" Beam and ,•`y} X Treated 2 x 10 DJ x column b ODesigner an r 46'-9° Connected to Treated (double 2x Framing � 1/2' Lags 16"C.C. Minimum 31/4" minimum beam 6' inside column Simpson HDU-5 Holddown diameter -------------- _-_.-------------------- -------------- �---———— I µ4 �— ---._—-_— —_-__--------.---__—__— --------—.—__-------__------- I — —1 r � I i Beam Pocket I I Simpson HDU-5 Holddown CMST strap 1%2' Min. I i � 20°co x 10•Deep PG Ftg I I Holdown o J I I (see table) Mo anchoredge ee tablee F 4"Steel Column on Beam Pocket I ( 24"x 24°x 10"PC I A z Ow -J Column Ftg(•ryp) I I 6'PC Slab w/6 x 6 WWM rx For AC Compressors Minimum 3 O (2)13/4 x 117/6 LVL Girder end distance to anchor U Ilsee table L ro Beam Pocket O I i a :• o ":. 'o:. CO II (2)13/4 x 117/8 VL irder I I iq O O CMST Strap Configuration Installation Simpson HDU-5 Holddown I I h z •" I Page 22-35.gxd 11/10/2003 10:18 AN Page 8 I (3)13/4 x 117/6 LVL Girder F. 5/8 Anchor Bolt 26"D.C. MaxI I77, — a Embedment Depth is 12'Minimum 4:-2" I I 12'-5' 131-0 V2" 6'-7 V2' Holdown em used M transfer bortlon loads between Moors,to ue O Use 2 Washers Min 11/2'In Diameter I WrImS to masonry or concrete em Use HD,As aid HDs for overturn m 3'-6• I I requlren ems and other applications to transfer tension loads.All WAS V and the"015 are sell-Ilgging,snudag code-required nlelmon 7 bon diameter spadag from the end of the woad member to the center of the Joel bON HOBA,Hhale. DSA,HD10A and HD149s at design allows greater Installation a0lustability.An overall wld0r d 3%'for the HDBA,HDBA and , 31W for the p easy D11n a standard 45 wan. 89 " a Beam Pocket HDAOSPEECIAL FEATURES: 014A rm4OCs an N O 8"PC Found Wall I Single piece non-welded design results to higher capacity. Beam Pocket I I •Load Transfer Plate eliminates the need for a seat washer _ •Fewer inspection problems. --" —— I I MATERIAL'See table on opposite page. —————----—————--————————— J C LOADS:See table on opposite page. I It 2)13/4 x 117/$ LVL Girder IFINISH HD2A,5A.SA,8A,1oA,HDIU—Colvarthed.Maybe ordered Q alO HDeck with factory HDl5—Simpson gray paint -syg 0INSTALLATHHI•Use all specified farmers See General Notes •For an Improved connection,use a Steel nylon locking nut or a I thread adhesive on the anchor bolt HDSA — '~ — — I •Bolt holes Shoji be a minimum of"W to a maximum of 1" (110251slmilot) W w larger than the Don diameter(par HOS,Steffen 11, an ® 8 k Patev No.I,eee,a]t •Standard washers are n stud betweenlmicsme base plate wood, and anchor O I Simpson HOU-5 Holddown i I ntegralpartoftheHDAHoldownand HDTBA d=.ramlHo.1253,an �j O nut(N015 onty),ani an stud Doh nuts against the woad.The /� I p n0 washer Is required.See page 17 for BP/LBP Bearm Plates. (HOdA,HO&1 For DedowM,per ASTM lest O i •So-SSTB Anchor Bons,Simpson's Anchoring Systems and and H014A similar/ rbndarer,anchor con cola could I I Q I I I I en freer l Anchorage Designs for anchorage options.The design r T enWneer may specify any allemate anchorage calculated to resist be flnyar4lpM plus%to'h tum u �1 the tension or wood for aber to maintain wlgiawhen,wnh flnmerad •seven boll diameters,distance is automatically maintained when calces to possible nnuro wood I I I 1 1 I Locate on wootl member to uWmaln a mlMmum dbfance o1 EhAnbte,fare should be takes end of oboe member Is snugly wIM the bottom of the MWowm. 11 � •Shid Dohs should�snugly dgMenxd. to not ereNorque the nm. �Q I ` O I I I I •To tie double 21 members logo",the designer muid determine Ikefasteners required to bind menpers to ad '.o as one sell without sainting the wood. CODES:See patioge riaInformation,request T.HD-01. 10l for Code listing Key Chart. O / En I I I ( For add w I I I I I Feel W I I ( 19'-6• I I '`� � F„� II ,wa t ear.dea �� Wmrr mar I ° raeeirM. ' —J ` wmauu L---- --- -- -----1 -------- I p Garoge.Slab ra Ieacr I I Typical 1ID15 --------------------._--- I Holdown installation ZZ I I I I O Ln 18-10" I C) TVIllialH05A o7-1 V2• Installation wnhSSTRanchor bon. II I warners aro to followed aWe those. Simpson HDU-5 Holddown ►-r U I28 I I Simpson HDU-5 Holddown I I — I I I---- ------------------- I f 26-15impson HDU-5 Holddown 20'-10" a� z C520 Strap From Plate O Under Sill send Nail to Top 2 x 4 5111 C520 Strap From Plate R!m J015t Under 5111 and Nail to Top W 5/8"Anchor Bolt LVL Note 2 x 4 Sill Treated 2 x 65111 Plate Set Treated 2 x 4 In Bottom of Beam Pocket Sill L Anchor Bolt Note 5/8"Anchor Bolt c�Seal Use Non-Shrink Grout to Secure Block. Wrap 75 An Anchor Bolt must be placed from 6-12"from Plate ends,seams and corners 4"PC 51ab Termite 5h!elcl Insulation z End of LVL w/6 Mil Plastic Treated 2 x 4 Sill Plate w/6 x 6 WWM �o Floor Joist X 5lIl5eal d w Finloh Grade - Termite Shield PC Stairs Railings to comply with R312.1 8312.2 F(nl5h Grade z A A 3 A See Notes on A-1 for Full DescriptionN 6 Mil Plastic Vapor barrier Poured Concrete Foundation Wall a C7 t� Poured Concrete Foundation Wa k A Q Q U Key SCALE: Ex. C-1 _ /4 rr F Top of Wall 4"PC 51ab (2)1 3/4 x 71/4 LVL Hdr R-9 Rigid Foundation Poured Conc.Footing w/6 x 6 WWM �P G.soy gy0,p Insulation Ex. Found Wal! Of g . = Poured Conc.Footing Key w^ #3 Rebar 6 Mil Plastic Vapor barrier New 8"Concrete Block Wall `� _ "'' 1•_g�� Es 1C rain - #3 Rebar Foundation Wall Detail DG. E: Basement FOUNDATION -- - 1'-4" Scale 3/4"= 1' PLAN 16°Crushed Stone New 16"w x 6"Deep PC Footing Foundation Wall Detail For Drainage Slab,Space DWG. NO.: Cellar Stair Detail (Typ) Scale 3/4" � 1' Scale 1/2 1' A - 2 PAGE 3 OF 10 N 6, 00 M 00 31'-9 V2' I1 K v I1 Enclosed Deck i D •. �� Open Deck s ' 14'-7 V2" O �,-4. Covered Deck Lq Q F '? 17-4' 12'-31/2" 6" � I o0o Id9 � 0 ? H 6 H i 6 II 5 K o o 0� ii O O o Al L jL 1 r. G AI Al M Al O F Al Y 12 12 A z �' K CC Q 9'-61/2" V 45' 16'-9 V2" 0 Bedroom Den Dining Room Kitchen t� CO d Master Bedroom 16 G1 GFI CFI 8 H G I O Laundry 8'-11 v2' Closet 17 n 16 CS) 8 �� 13 Z 51-1 Vz 7> M UI in Closet 10 h Mud om '� Walk-in Closet m -(} i Pull Down Stairs 11 - 11 Closet a m 7 m 9 3 17 1 13'-4" Bath A 6> W-6 G B��' SO Closet T-3 V2" < 14 0 77 4 -}- Cloeet 8 C 17 Q w r� 17 s OS W U w 9'-r 15 W z Ct jil 0 Bedroom Foyer study N 12"8' 15'-81/7 >_{ H B B 1 -( - r Bedroom w 17-41/2' � m GB � Opefo Below 15 Oo B F � Q b O w . V) I--a Z m 1 Al Garage A 1 �, N N 2 a a At kn H z W 04 0-4 i A_,.s.l 04 AJ o � \ �� 29.17 Sq ft V_ 26 10.250T to 19-10" O 18'-91/2' 7-2' 20'-10' 23-2 VT z 0 15'-41/2" 10-71/2' 17-4' W 1st Floor Plan X Q � 2nd Floor Plan 0 Window Schedule Door Schedule Window Title Type UA SHGC Notes Door Width Height Type Material Notes O 3 Q z ' 1 3-0" 7' "-0Exterior Fiberglass z Q A A TW26310-2 Double Hung 0.3 0.31 Double Unit g ass Therma Tru Fiberglass w/2 10"Sidelights 4„yIK 4 VII2 w � 3 A Al TW2610-2 Transom 0.27 0.3 On top of 1st floor windows 2 16' 0 7'-0" Garage Steel/insulated Clopay Coachman Ser or Approv Equal Kopf A A v B TW3046-2 Double Hung 0.3 0.31 Egress 3 2'-8" 7'-0" Exterior Steel 4"VIP, SCALE: 131 TWT3010 Transom 0.27 0.3 On top of 1st floor windows 4 2'-8" 7'-0" Exterior Steel 1 Hour Fire Rated 1/4 = 1 C TW3046 Double Hung 0.3 0.31 Egress 5 2'-6" 7'-0" Exterior Wood Andersen Patio Door 28611APLR " 2 D TW2042-3 Double Hung 0.3 0.31 Triple Unit 6 6'-0" 7'-0" Exterior Wood Andersen Patio Door 60611APLR LAV 2" LAVA Sc o E TW26410 Double Hung 0.3 0.31 Single Unit 7 2'-4" 7'-0" Pocket Solid Core C Kc C-) F AX281-2 Casement 0.28 0.31 Double Unit8 2'-6" 7'-0" Interior Solid Core Tub G TW2642 Double Hung 0.3 0.31 Single unit 9 4'-8" -0 7' " Closet Solid Core Pair Plumbing Notes: New 2nd Floor o W G1 TW2610 Transom 0.27 0.3 On top of 1st floor windows 10 2'-4" 7' Interior Solid Core 1) All materials and fittings for water distribution system must conform to the following Tables: �� 2 �y0 �0 H TW26410-2 Double Hung 0.3 0.31 Double Unit 11 2'-4" 6'-8" P2903.1,P2903.2, P2903.6,P2906.4, P2906.5 and P2906.6.Interior Solid Core SS Versatex Screen Fixed Custom Screens for Enclosed Porch 12 2'-6" 6'-8" Exterior Wood Andersen Patio Door 2868APLR 2) All materials and fittings for drains,waste and vents must conform to the following Tables: 2" Kitchen Sink 11 Versatex Screen Fixed Custom Screens for Enclosed Porch 13 3'-0" 6'-8" Closet Solid Core Pair P3002.10),P3002.1(2), P3002.1(3)and P3111.3 LAV 2 2" LAV DWG. AME: AX281 Casement 0.28 0.31 Single unit 14 2'-4" 6'-8" Interior Solid Core 3) All Non-Potable Water Systems to be Indentified and marked in acordance with Sect ` .0 W.0 FLOOR 1 P29o12U �� K TW 2642-2 Double Hung 0.3 0.31 Double Unit 15 4'-8" 6'-8" Closet Solid Core Pair D L FWT6011 Transom 0.27 0.3 Over 6'-0" Patio Doors 16 2'-4" 6'-8" Pocket Solid Core New lot Floor 3 2 21 PLANS M FWT2711 Transom 0.27 0.3 1 Over 2'-6" Patio Door 17 2'-6" 6-8" Interior Solid Core N Custom Eyebrow0.3 0.31 7020 Eyebrow on Front Roof DWG. NO.: All Windows to have storm shutters as per the Code for protection from windborne debris Plumbing Riser AL - 3 See Detail on A-5 PAGE 4 OF 10 44-4' 00 17-4" � 00 31'-91/2„ OF-4" 10)" (2)Treated 2 x 10 + (51-2 1/2" 151-2 1/2" 0-41/2' 1/21, Q9 "P+/01 Enclosed Deck Bs-l" (21 Treated 2 x 10 X, 25-7 r 161-11, Covered Deck X + r 34!-S 1/2" L s-10 1/2" X (2)1 3/4 x 11 r/8 LVL H Open Deck .3 --1 (2)1 3/4 x.9 1/2 LVL Hdr(2)1 3/4 x.9 1/2 LVL Hdr (2)13/4 <0 1/2 LVL Hdr (2)l /4xll7/6LVL dr 2)13/4x 7/6LVLHdr —0— r > (2 l 3/4 x_S 1/2 LV Hdr 7-0" 0 X X q (2)2 x 10 Hdr (2)2 x 6 Hdr 0 45-s' 2 x 6 Hdr -X (2 (2)2 x 10 Hdr (2)2 10 Hdr 0 a—- 679 _�_ ._41 9 1 :2) 2 x I Hd (2)2 10 Dining Room — K) U Kitchen X Den 6 10 X X =t Lo l9 1 70 X X =i Bedroom _j r Master Bedroom >j T IA_ TI x 117/6 LVL Hdr Laundry z F 7-10" Closet U > Both Mud Room Closet TCloset -1 Both 0 7-11/2' -4. r----- - Irl J13 U < -13 _i3 (2 2X10 X Closet X F v4 X CD 0 4; X X < ;Nt Both 0 L > 6) 6 (2)1 /4xll7/6LVL Hdr X (2)2 X 10 C/) PI X iv X I " --f Bedroom A __1 iv Ayer 2x10 RR 9 1ro" X jD 12-41/2" > Garage r X. Bedroom Z Study �D X X open to 4 Lo Belo > T. (2)1 X_q 1/2 LVL Hdr W .!� (2)1 3/4 x 11 1/8 LVL Hdr fn I (2)1 3/4 x 117/6 LVL w/1/2" Steel Plate HdrIn 1`4 0 0 (2)2-x 8 Hd (2)13/4 x_q 1/2 LVL Hdr z U (2) 2 x 6 Hdr It I-0 A_J 7-9" (2)2 X 110 RR CED 1ro" O.C, 0- 1 34-8 1/2" LI) (2)1 3/4 x.9 142 I_Vl_Hdr A J r 70 2 X 8 FZR LaD 10" a- (2)2 x 10 RR LEI 15"O.C. 161-5 1/21, 7-2" 201-10" rig z 0 46-s' > ,—FIRST RAFTER 1st Floor Pion STAGGER JOINTS 241N.OR OF PAIR NAILED CUT PLATE TIED WITH USE SPLICE PLATES WITH TWO NAILS SINGLE OR DOUBLE 16 GAGE STEEL STRAP. SEE SECTION R60232 TOP PLATE SEE SECTION R602.6.1 00 d FOR r'RIDGE 75 16d FOR 2"RIDGE) 15-41/2" 17-4" G, X FULL-HEIGHT STUDS ADJACENT TO HEADER SEE SECTION R602.7.5 SECOND FIREBLOCK AROUND PIPE RAFTER HEADER— OF PAIR SEE TABLES R602.7(1) 44'-4:' NAILED A FILLER BLOCK PLATE JACK STUDS OR AND R6502.7(2) WITH ONE TRIMMERS 0 z 10 d AND z ONE 10 0 TWO 16 d TOENAIL ONE 16 d d WALL STUDS TO FILLER SEE SECTION R602.3 RAFTER TIE BLOCK '-THREE 16 d 2nd Floor Plan U OR COLLAR TO FILLER BLOCK SCALE: SOLID BLOCKING RAMRSANOCOUNG 1/4', 1 JOISTS OR APPROV FOUR 9 d AT AIN. TWO 2 X 4 BOTTOM ROOF TRILISS ED 16d 12" O.C. FLOOR JOISTS WIOE EACH RAFTER E STEEL TOP PLATES PLATE >TO SPACER TOP KATE TOP PLATE­ AT STUD CRIPPLE BEE DPIWNGAND NOTCHIN PROVISIONS STUDS SECTION 6 1 0 ROOF PEAK CONTINUE SUEFLOOR SECOND STORY G,SC,`Ytj, I QX TOP PLATES OVERLAP AT 0 .S WILL COMMON FOUNDATION WALL STUD CRIPPLE WALL— WALL STUD— CORNER LOCKING WALLS C-3 C E SPACING SEE SECTION R602.9 J04ST IS PERMITTED To SEE DRILLING AND TOGETHER RAFTER SPA BE Off OR NOTCHED NOTCHING PRON&ONS WOOD BACKER STRIP 16 d SILL PLATE ——————— — FLOOR JCIST_ EICTWETS1 THESE UNTS SECTION PM2 6 WALL SEE DRILUNG AN. STUDS 1 X OR 1/2" PLYWOOD, STAGGERED NOTCHING PROVISIONS NOTCHED )OD ----------- SEC�TIONI R�8 RAKE NAILED IN PLACE 12'1 D.C. DOUBLE FOUNDATION BOTTOM PLATE SPAN BEFORE EXTIERIOR VERTICAL DOR 16 d 12 O.C. HEADER WITH ----------- WALL STUDS JOIST NAILED TO WALL A\ SHEATHING APPLIED STAGGERED 1/21, PLYWOOD TOP PLATE O_- STUD STUDS 0770065 I IN.BY41N (ALIGNED LIE $k SPACER DIAGONAL BRACE ANCHOR BOLTS EMBEDDED IN rWEEN FOUNDATION 6 FT.D.C.MAX. WITH —THREE 16 d :,OLE BE LET INTO STUDS JOIST OR FOASLOCKINGAND I K.4 IN.RIBBON STUDS TO FILLER LATE BRIDGING-SEE CUT INTO STUD-- BELOW) BLOCK TRIMMER SECT�85"7 SEE SEMON RW2.6 D T4AME: Iod TOE- .10d STUD CORNER AND PARTITION POSTS CEILING NAILED WALL KING STUD BEARING JOIST TO SOL SOLE STUD WALL FRAMING END 1--li RAFTER BOTTOM PLATE LAPJ0ST31N M PLANS APPLY APPROVED SHEATHING OR BRACE "NO JOIST ORSPUC SEE SECTI=5481 SEE SECTION FIM2 8 NOTE:A EXTERIOR WALLS WITH I IN.BY 4 IN.BRACES LET THIRD STUD AND/OR PARTITION INTERSECTION OR BLOCKINO FOR FIRE BLOCKING NOTE INTO STUDS AND PLATES AND EXTENDING FROM BACKING STUDS SHALL BE PERMITTED TO BE OMITTED 111. BOTTOM PLATE TO TOP PLATE,OR OTHER THROUGH THE USE OF WOOD BACKUP CLEATS,METAL SILLPLATS JOST n interior and exterior APPROVED METAL STRAP DEVICES INSTALLED IN DRYWALL CLIPS OR OTHER APPROVED DEVICES THAT 0 Provides maximum nailing surface o ACCORDANCE WITH THE MANUFACTURER'S WILL SERVE AS ADEQUATE BACKING FOR THE FACING OOR DWG. NO.: SPECIFICATIONS.SEE SECTION R602.10. Wr,�17 CRAWL SPACE OR SUBFL walls. MATERIALS. BASEMENT FOUNDATION MONOUTHIC SL4kB­0N-GAADE F C BLOCKING DETAIL FOUNDATION SOLE F 2X4 BEARING WALL—HEADER DETAIL INSULATED WALL DETAILS STUD A TO HAVE SAME NAILING INTERMEDIATE TO FILLER BLOCK AS STUD 8 inch.25.4 mm,I foot 304.8 mm. PLATFORIM FRAMING SEARNGWALL BALLOON FRAMING 2X WALL STUDS 1/2 LVL Hdr r 17- JF(2)2x6Hdr d r frr�,y--2 .3 1 4 �x I(iWITH d FOR _od FOR SECO FIGURE R602.3(2) .4 rnm.I foot 304.8 Inn A - 4 CORNER POST PARTITION TO WALL FRAMING DETAILS FIGURER602.3(1) TOP PLATE FRAMING DETAIL CONNECTION TYPICAL WALL,FLOOR AND ROOF FRAMING RAKE WALL DETAIL—PLATFORM FRAMING PAGES OF 10 • N 00 M 00M k o a New Low Profile (2)13/4 x 14 LVL Ridge Beam p Asphalt Shingles over 15# Felt t- Ridge Vent over 1/2'CDX Pl1-4ywood Sheathing over 2"x 10"R.R.@ 16"O.C.. O 'Simpson'LSTA Ridge Strap Provide Ice Dam from @ Each New Rafter Roof Edge @ Eaves to a Min of O (See Detail) 24 In Inside of Exterior Wall Line O Q � a¢ "Simpson"1­12A at All New Rafters W (See Detail) W x2x1 1 "o. . 41. 2 x 10 RR @ 16"O.C. rc (2)2 x 6 Plate V2" Drywall Z v t' A7 Vinyl Siding over 1/2"Foam Q XG o over Tyvek over 1/2" Plywood 8-30 W E"� A, x @ Sheathing over 2'x G'studs rywall Both 51des (2)2 x 6 Plate �V O 1 @ 16"O.C.w/R-21 Insulation (2)2 x 6 Plate 2 13 4 x 117/8 LVL Girder v) r ?U iv Railings to comply with R312.1 8312.2 Z See Notes on A-1 for Full Description m I Aspholt.Shingles over 15# Felt 2 x 6 Plate 1/2"Drywall (q over 1/2"COX Plywood Sheathing , 2 x 6 Plate 3/4 PI Both Sides A (1 over 2"x 12"R.R.@ 16"O.C.. 2 x 6 Plate Plywood a Provide Ice Dam from SuMoor 0 I Roof Edge @ Eaves to a Min of 24 in Inside of Exterior Wall Line 117/6 TJI 210 @ 1(5"0.0 `° O 2 1 3/4 x 14 LVL Ride 1/2"Drywall (2)Treated 2 x 10 w W ( ) 9 (2)2 x 6 Plate 2 x 6 Plate U Q� w R-36 R-36 1'x 117/6 Rim Beam Architectural ZO 0 I V 1/2"Drywall (2)<x 6 Plate Structural Column O w z Q 1/2" Drywall (2)13/4 x 117/8 LVL Girder r'1 l---I 0 V2"Drywall E- x (2)13/4 x 91/2 LVL Hdr 5/8 Anchor Bolts 32"O.C. Max O 1 W E- 1 W pp2 x 6 Plate 2 x 6 Plate 3/4 Plywood O 2 x 10 RR @ 16' D.G. ?.x 6 Plate Treated 2 x 10 Ledger Logged Treated 2 x 10 Subfloor 9 99 � °i � to Framing � 6) 1 8`111,= "O. 9 Rim Joist a n Treated 2 x 10 DJ @ 16" N a 8-38 (2)Treoted 2 x 6 Plat 0 (2)Treated 2 x 8 > x Copper Termite-Shield Girder W F-4 I z(2)13/4 x 117/8 LVL Girder z (3)13/4 x 117/6 LVL Girder x 117/6 LVL Girder to z � � O O a 1 4"Steel Col. 12"Diam PC Post Ftg a pG 4"PG Slab w 6 x 6 Ww/Treated 6 x 6 Post zWM 8'PC Found Wall :on PB Post Base V W � r1 W GY A O 13/4 x117/8 LVL Hip Rafter b 13/4 x 117/8 LVL Hip Rafter 20"x 10'PC Ft 6 Mil Plastic Vapor 9 Barrier 2-O' I 24'x 24'x 12' Post Ftg #3 Bars Corn AJ Section A-A 0 w x ESTIMATED DmLF.._CTIGN Ar 120 MPH DESION WIND 6PEEP AT Ir-FT. HEIC-)HT FGR ETERS WITH 2 x �{ Roof Framing plan AT W" ON CENTER MAXIMILM SPAN WITHa T 6TIfFENER6 6PEW.` ' ,w ( J X <0 MA PALM fI'AN RATM A9ROX Y+FK HT APPRIA(. GFfLfLTION ( M. J ( Lb/�`TR J 2F '�6 60 72 ea 9G N APA PMEL WM!RATW A91ROK Yr Jbff MAXUM StUflu AT Ito Wh vG-_6! WW ? - — � W � L9/FTt J I'M 15' AT -0' W16M 'n /Ib 15 0as 2 M ©A 05 Ob - 7 <J APA p ' 40 /1D 2.9 OJ OI D2 a3 0.4 0.1 U w W ,7+ J t__ 0 E- 40/za xO 05 , / t8/24 'k - - 01 as a9 os la 0 ¢ z W /24 1.4 0.9 s .9 z A 3 q W W .IS 0C s6 a L5 ,� / w ¢ x �d o PV' AMAX. EXTERIOR SPIN& SCALE: APA 6MZTUR& PAHI_ RESMITIAL CODE Or N.Y.S. SECTION RVU-1.2 INTERN TTFD FOR 1/4 _711/r ''�_ PRE55(RE - EXCEPTION - wav 5TT� -neA. PANELS WITH A MIN. THVCIw1"SS OF 71W (111 MM) AND A MAX. ' ( 2 -- Z x A ( IF WfpECD ) SPAN OF s--d' (2435 w) SHALL. m PEwinzD FOR -=11 FINE)HM WALL w OPENING I'ROII:LTION IN OPE APD TWO STORY . . E 8301.2.1.2 rLd NAILS, T`!I'. �C G s O PAt�iS StHAU_ CI^ PRFC11f TO GOvER THE b{A1ED GPEI PONENfS bur E DESIRED WITH ATTAltf�RA T HARDWARE PROVIDED. AT'TAaWNTS YJGE w�1H aVLL 6E FRONDED IN ACCORDANCE.WITH TRUE 8301.2.12 IOM STATE Rd Dl ME. HEAD 9/16" x 9" LAO 66PZYVS w/ rVIVER OR StHAZL bE DE�K�fNFD TO RESIST THE CGMPOt NTS NAL`' �"OL. INTERIOR CASN6 n WASt>ERS TO tHGLD Z x �q TO PAPA APV CLADDING LPAD6 DETERMINED IN ACCORDANCE WITH 15 9ttJt fER Fra OfiR TIE PROV161M Of TIE C1�9W CODE Of NEW YORK STATE V-O" LOW5, ) (71 A55 o O 6 Fi.A`lM APV CALK WTER D AME: IZd NAES, ryF. FRAMING 5 INTERIOR CA51N6 m AJCIS tZ d DOJ�L E, tVAD 1 NPLANS NM--e, 6" O.G. ( AND 0 4" OL. d - HEAVW 6 aU TM K OVER FINISHED WALL NAILS N 6 OL. ( 4" OL. 5'O LOt ) DWG. NO.: r SPArt � avER s' LONS ) 611M STw WALL s111 JFTER :.ATTACHWMIA � 5 6HUFTFR AFFA/HKAF \Ir PAGE 6 OF 10 00 d• of 00M PROP. CHIMNEY- 8" CONCRETE PROV. CONT. "COBRA" RIDGE BLOCK DOUBLE 10" FLUES `-' VENT.(TYP. ALL RIDGE AND HIPS). CULTURED STONE EXT., COLOR 3'-0" MIN. T.B.D., HEIGHT APPROX. 29'-0", W/ DECORATIVE CLAY TOP FLUE CAPS. ` TOP OF RIDGE (V.I.F.) J FORMED CONCRETE TOP UNIT. Q PROV. FRAMED ROOF "KRICKE7 ;. PROV. ALL NECESSARY FLASHING 1„2,7 CUT IN NEW CHIMNEY. 12 �.,.F PROV. "VERSATEX" LOUVER VENT :" SCREEN, (TYPICAL 4 VENTS) - 24" - DIAMETER OVERALL. TOP OF ATTIC FL, t .F SK_ 12 12 `} /-TOP OF UPPER WINDOW TIMBERTECH " RADIANCE RAIL' FOR RAILING OVER 4"X 4"ACQ. 5/4" X 11 1 2_""VERSATEX"TRIM BD. POSTS. FLASH &CAULK ALL EXP. OD O O FILL ALL NAIL HOLES AND APPLY 2 8 JOINTS.(TYP. ALL AREAS) 20 19 COATS "BENJAMIN-MOORE" PAINT 6� I - rl OR APP. EQ.(TYP. EXPOSED SIDES) PROV, "IPE" IRONWOOD'DECKING PROV. "VERSATEX"CROWN TRIM 6"W. FINISHED(TYP. ALL DECKS). TO MATCH EXIST. (CONTINUOUS OVER 2"X 10"ACQ. F.J. &RIM BD. BAND AROUND ENTIRE HOUSE. - •-, 12 PROV. CUT 2"X 10" SUB-FASCIA A TOP OF SECOND FLOOR 514" X 8" "VERSATEX" FASCIA BD. .30,-0 1 14� FILL ALL NAIL HOLES AND APPLY 2 C)COATS "BENJAMIN-MOORS" PAINT � V. .F. OR APP. EQ.(fl'P. EXPOSED SIDES) W 6"WHITE ALUMINUM GUTTER AND C7 LEADERS. (TYPICAL ALL AREAS). TOP OF LOWER WINDOW —� E a E a E PROV. CONT. "VERSATEX" BEAD Q -� BD. SOFFIT W/SCREENED 1" VENT RIP 2"X 6"ACQ F.J. (a-)1/811 PER Fr. (TYPICAL ALL AREAS) SLOPE W/3/4"ACQ. PLY. UNDER- INSTALL NEW 12" DIA. FIBERGLAS 9' ROOFING 8" UP WALL& INSTALL O O O STRUCT. COLUMN, "IONIC" STYLE. 3/4"X 4"ACQ. SLEEPERS @ 16" O.C. © O 80 t�7 PAINT W/2 COATS BEN.-MOORS SLEEPERS TO BE EPDXIED & NOT SEMI-GLOSS (COLOR T.B.D.) 6'-8" NAILED DIRECTLY TO SLEEPERS. (TYPICAL ALL (9) COLUMNS) � H CONT. 2"X 10"ACQ. RIM BOARD Z W/3/4"X 12"VERSATEX FACIA BD. Q E-+ TOP OF FIRST FLOOR GRADE Z FIN. ORADE A GRADE AWAY ►-) (TYP.ALL) Q x H x Q o WU � Zo EAO O W 3 � Q o NORTH ELEVATION � w hwQ - Jaz �D ' " PROV. CONT. "COBRA" RIDGE ) Z 3-O MIN. VENT.(TYP. ALL RIDGE AND HIPS . z O O � a STOP OF RIDGE F.) PROV. "LIFETIME" "GAF"ASPHALT a ROOF SHINGLES (TYP. ALL AREAS) OVER 15 LB. FELT, (COLOR T.B.D.) U W PROV. "WEATHERWATCH" UNDER- W LAYMEN ALONG ENTIRE BOTTOM 12 12 EDGE OF ROOF UP 2'-0" (TYPICAL) Ix A O 7 V..F. F.7 ALL ROOF SECTIONS). F TOP OF ATTIC FL. PROV. 5 4" X 6" "VERSATEX"TRIM & "VERSATEX" 1" CONT. EDGE TRIM. - - � FILL ALL NAIL HOLES AND APPLY 2 COATS "BENJAMIN-MOORE" PAINT 141 PROV. WINDOW STOOLS ((YP. ALL) TOP OF UPPER WINDOW .f 5/4"X 8" "VERSATEX" CORNER BD. 1 1LL ALL NAIL HOLES AND APPLY 2 COATS "BENJAMIN-MOORE" PAINT PROV. WINDOW STOOLS (TYP. ALL) 8' O © U 6'-8" v� 12 z - 114 0 12 12 12 PROV. CUT 2"X 10" SUB-FASCIA TOP OF SECOND FLOOR 7 V..F. .F 7 5/4"X 8" "VERSATEX" FASCIA BD. -" 14 FILL ALL NAIL_ HOLES AND APPLY Z W n ,; 'm .s COATS "BENJAMIN-MOORE" PAINT 30-0 Y '' $" _`, OR APP. EQ.(TYP. EXPOSED SIDES) 6"WHITE ALUMINUM G ER AND L DERS. (TYPI AL ALL AREAS). r-TOP OF LOWER WINDOW PROV. CONT. "VERSATEX" BEAD BD. SOFFIT W/SCREENED 1"VENT (TYPICAL ALL AREAS) X � N 91 O U PROVIDE 5" EXPOSURE - "CEDAR Og IMPRESSIONS BY"CERTAINTEED" .5 w -� vH cc 6VED EQUAL. CTYP. ALL). '-8't PROV. CUOR OLTURED STONE FACADE C 3 d Z STYLE-"ORYSTACK" BY ELDORADO z A A 3 A STONE., STYLE - RUSTIC LEDGE I-' STONE., COLOR CASCADE � Q 3 x TOP OF FIRST FLOOR PROV. C NE EDGE U A A U 5"X 1 1/4" (SLOPE AWAY FROM SCALE: ' p ' , 9" HOUSE) (TYP. ALL AREAS U.O.N.) 14 - - GRADE FIN. GRADE oO G,scy GRADE AWAY (TYP.ALL) r w 0 W Z o A f1 R a s�o��� DWG./NAME: ELEVATIONS SOUTH ELEVATION DWG. NO.: A - 6 PAGE 7 OF 10 N 00M 00 M PROV. CONT. "COBRA" RIDGE VENT.(TYP. ALL RIDGE AND HIPS). t STOP OF RIDGE (V.I.F.) , 4.5 1.2 1. 4.5 PROV. "LIFETIME""GAF"ASPHALT ROOF SHINGLES (TYP. ALL AREAS) OVER 15 LB. FELT, (COLOR T.B.D.) E. PROV. "WEATHERWATCH" UNDER- . IAYMENT ALONG ENTIRE BOTTOM EDGE OF ROOF UP 2-0" (TYPICAL) ALL ROOF SECTIONS). TOP OF ATTIC FL. PROV. 5/4"X 6" "VERSATEX"TRIM & <� "VERSATEX" 1' CONT. EDGE TRIM. � FILL ALL NAIL HOLES AND APPLY 2 TOP OF UPPER WINDOW # PROV. WINDOW STOOLOSRE" PAINT (TYP. ALL) L. 5/4"X 11 1 2" "VERSATEX"TRIM BD. �. FILL ALL NAIL HOLES AND APPLY 2 COATS "BENJAMIN-MOORE" PAINT $' C O OR APP. EQ.(TYP. EXPOSED SIDES) PROV. "VERSATEX" CROWN TRIM 6'-$" TO MATCH EXIST. (CONTINUOUS �p BAND AROUND ENTIRE HOUSE. o 5/4"X 8" "VERSATEX" CORNER BD. FILL ALL NAIL HOLES AND APPLY 2 TOP OF SECOND FLOOR COATS"BENJAMIN-MOORE" PAINT AO PROV. WINDOW STOOLS (TYP. ALL) 30/-0 '^ V.1.F. �� ,µ. PROV. CUT 2 X 1O SUB-FASCIA O -) s,, 3' ,.. �� . W x 5/4" X 8" "VERSATEX" FASCIA BD. C7 FILL ALL NAIL HOLES AND APPLY 2 0=7 �� COATS"BENJAMIN-MOORE" PAINT Q STOP OF LOWER WINDOW ® 9b L��lJ OR APP. EQ.(TYP. EXPOSED SIDES) 6"WHITE ALUMINUM GUTTER AND M OV LEADERS. (TYPICAL ALL ). 91 © © © Q AD BD. SOFFFIIT W/ CREENEDB1E VENT © O (TYPICAL ALL AREAS) 6�-$n t TIMBERTECH " RADIANCE RAIL" OR RAILING OVER 4" X 4"ACQ. POSTS. FLASH &CAULK ALL EXP. Z JOINTS.(TYP. ALL AREAS) Q TOP OF FIRST FLOOR 7y - (TYP. P R Z �--GRADEFIN. GRADE GRADE AWALL) O x Q O azo ° Owl z � Q o WEST ELEVATION w � wQ N a O PROV. CONT. "COBRA" RIDGEW F, VENT.(TYP. ALL RIDGE AND HIPS). Z Z Q' Z a --TOP OF RIDGE (V.I.F.) - F PROV. "LIFETIME""GAF"ASPHALT [- ROOF SHINGLES (TYP. ALL AREAS) z OVER 15 LB. FELT, (COLOR T.B.D.) U w PROV. "WEATHERWATCH" UNDER- 0-I LAYMENT ALONG ENTIRE BOTTOM W 04 EDGE OF ROOF UP 2'-0" (TYPICAL) A ° ALL ROOF SECTIONS). TOP OF ATTIC FL. PROV. 5/4" X 6" "VERSATEX"TRIM & VERSATEX 1 CONT. EDGE TRIM. FILL ALL NAIL HOLES AND APPLY 2 TOP OF UPPER WINDOW COATS "BENJAMIN-MOORE" PAINT f PROV.WINDOW STOOLS (TYP. ALL) 7IMBERTECH " RADIANCE RAIL" ' FOR RAILING OVER 4" X 4"ACO. POSTS. FLASH &CAULK ALL EXP, JOINTS.(TYP. ALL AREAS) 61-811 PROV. "IPE" IRONWOOD DECKING 6"W. FINISHED(TYP. ALL DECKS).IL v� OVER 2"X 10"ACQ. F.J. & RIM BD. Z O PROV. CUT 2"X 10" SUB-FASCIA TOP OF SECOND FLOOR 5/4" X 8" "VERSATEX" FASCIA BD. FILL ALL NAIL HOLES AND APPLY 2 301-6 -I COATS "BENJAMIN-MOORE" PAINT W OR APP. EQ.(TYP. EXPOSED SIDES) tY, 6"WHITE ALUMINUM GUTTER AND LEADERS. (TYPICAL ALL AREA ). STOP OF LOWER WINDOW 3 J1 PROV. CONT. "VERSATEX" BEAD i BD. SOFFIT W/SCREENED 1"VENT (TYPICAL ALL AREAS) X 5/4"X 11 1/2" "VERSATEX"TRIM BD. o� 9� OJ FILL ALL NAIL HOLES AND APPLY 2 m � 13 COATS "BENJAMIN-MOORE" PAINT O O a G G OR APP. EQ.(TYP. EXPOSED SIDES) 6'-$11 PROV. "VERSATEX" CROWN TRIM - TO MATCH EXIST. (CONTINUOUS " 14 BAND AROUND ENTIRE HOUSE. C 3 Q Z Cq fl TOP OF FIRST FLOOR w U Cz SCALEQ U - - Igz `a 1/4 = 1 L* n t GRADE lk GRADEDE AWAY oJ��� s H O�� (TYP. ALL) Cl ul r - ul � W 2 E `pN DWG. AME: ELEVATIONS EAST ELEVATION DWG. NO.: A - 7 PAGE 8 OF 10 MINIMUM 235#ARCHITECTURAL ROOF SHINGLES, ON COLOR TO BE SELECTED BY OWNER 0`00 INTERIOR 1-4'1 CONTINUOUS BEAD OF 30#BLDG FELT ADHESIVE CONDITIONE CONTINUOUS BEAD OF D SPACE ROOM ABOVE GARA E 1/2"CDX PLYWOOD SHEATHING ROOF RAFTERS(SEE PLAN FOR TYPE,SIZE AND SPACING) SEALANT MIN. 1 CLEAR SPACE FOR VENTING OF INSULATION_ / 4 CAVITY C ITY SU 10 INSULATI R 30 BATT INSULATION i + CEILING JOISTS(SEE PLAN FOR TYPE,SIZE AND SPACING) CONTINUOUS BEAD OF ON 1 1/4"X 20 GAGE STEEL STRAP @ EACH STUD.(4) 8d COMMON NAILS IN i y EALANT >F EACH END AS PER TABLE 3.36 OF WOOD FRAME CONSTRUCTION MANUAL DRYWALL CAULKED,GLUED : WOOD FRAME F OR ALUMINUM GUTTERS AND LEADERS I OR GASKETED TO PLATE ASSEMBLY CON INUOUS BEAD OF WOOD FRAME LOOR SOFFIT VENTING WITH INSECT SCREENEXTERIOR SHEATHING CAULKED,GLUED SEALANT ASSEMBLY 2-2"x4"TOP PLAT I OR GASKETED TO TOP PLATE INSULATED D 1 1/2" RIGID INSULATION FIRESTOPPING(ALL WALLS FLOORS AND CEILINGS) AS PER CODE. , CONTINUOUS BEAD OF WALL v2°GYPSUM BOARD I :? TYVEK OR EQUAL VAPOR BARRIER t= . .•.. SEALANT SAME FOR FLOOR ABOVE � GARAGE 112" EXTERIOR PLYWOOD SHEATHING-----------------_ TA EDD DING OR SEALED JOINTS INTERIOR CONDITION UNCONDITIONED SPACE SIDING,TYPE AND COLOR TO BE SELECTED BY OWNER ------'"`1-- I IN EXTERIOR SHEATHING SPACE 1"RIGID INSULATION R-5 2"x4" WALL STUDS @16"O.C. R-15 BATT INULATIO AIRSEALING @UPPER EXTERIOR SHEATHING CAULKED,iGLUED OR 2"x4"BASE PLATE I GASKETED TO BOTTOM PLATE AIRSEALING @ UPPER CONTINUOUS BEAD OF FLOOR RIM JOIST TYPICAL FLOOR CONSTRUCTION: 1 1/4"X 20 GAGE STEEL STRAP(4) 8d COMMON NAILS IN EACH END AS PER I FINISHED FL SEALANT TABLE 3.313 OF WOOD FRAME CONSTRUCTION MANUAL' FLOOR RIM J 3/4« T&G PLYWOOD FLOORING SCREWED AND GLUED TO CONTINUOUS BEAD OF FLOOR JOISTS (SEE PLAN FOR TYPE, SIZE AND SPACING) 1/2" O SEALANT SHEETROCK WITH TAPE AND 3 COATS OF SPACKLE 3� SIMPSON LTP4 @ 16"O.C. FROM RIM JOIST TO PLATE.TO W o CONTINUOUS MINIMAL EXPANDING FOAM AT BE FASTENED AS PER SIMPSONS RECOMENDATIONS. I EXTERIOR SHEATHING CAULKED, 0 WINDOW PERIMETER2 2"x4"TOP GLUED OR GASKETED TO TOP PLATE A}� TAPED OR SEALANT OVER JOINT IN �d WINDOW UNIT AS AIR FIRESTOPPING(ALL WALLS FLOORS AND CEILINGS) ! EXTERIOR SHEATHING BARRIER AS PER CODE. ] 1/4"X 16 GAGE TRIPLE COATED ZINC STEEL STRAP LAPPED UNDER BOTTOM PLATE WITH CONTINUOUS MINIMAL (4) 8d COMMON NAILS AT STUD AND(4) 8d COMMON NAILS AT RIM JOIST AND SILL FOR A TAPED OR SEALED JOINTS IN EXPANDING FOAM AT TOTAL OF 8,AS PER TABLE 3.313 OF WOOD FRAME CONSTRUCTION MANUAL I EXTERIOR SHEATHING WINDOW PERIMETER (ALL SCREWS IN CONTACT WITH ACQ WOOD TO BE HOT DIPPED GALVANIZED) STRAPS TO WOOD FRAMING CONTINUOUS BEAD OF BE WRAPPED UNDER WOOD SILL. Z PER SEALANT / MANUFACTURED RECESSED I d MANUFACTURERS REQUIREMENTS LIGHT ENCLOSURE 2"x4"BASE I EXTERIOR SHEATHING CAULKED,GLUED OR GASKETED SIMPSON LTP4Z @ 16"O.C.FROM RIM JOIST TO SILL.TO I TO BOTTOM PLATE � BE FASTENED AS PER SIMPSONS RECOMENDATIONS. I TYPICAL FLOOR CONSTRUCTION: SPECIFIED ATTIC INSULATION z 99 W- 7 (ALL SCREWS IN CONTACT WITH ACQ WOOD TO BE HO I 3/4"T&G PLYWOOD FLOORING SCREWED AND GLUED TO FLOOR JOISTS C CONTINUOUS BEAD OF DIPPED GALVANIZED) (SEE PLAN FOR TYPE,SIZE AND SPACING) R-30 BATT INSULATION U ADHESIVE (2) 2"x6".25 ACQ WOOD SILL PLATE(AND SILL SEALER)ANCHORED TO A CONTINUOUS BEAD OF CONCRETE FOUNDATION WALL W/5/8" DIA. HOT DIPPED GALVANIZED ANCH _ _ _ _ _ - _ - a SEALANT BOLTS WITH 3"SQUARE HOT DIPPED GALVANIZED WASHERS @ 23"O.C.MINIMUM O 7"EMBEDMENT(NOT MORE THAN 12"EA.WAY FROM CORNERS). EXTERIOR SHEATHING CAULKED, ►�. *NOTE: COPPER TERMITE GLUED OR GASKETED TO SILL PLATE ALL STRAPPING SHALL BEAR MIN. SHIELD SILL PLATE INSTALLED OVER DRYWALL EXPANDING FOANA SEALANT 12" ON STUD, RAFTER FACE, ETC. SILL GASKET 0 INSULATED CEILING AT PERIMETER EXTERIOR STUD CONTINUOUS BEAD OF RECESSED LIGHT FIXT CONTINUOUS BEWD OF TYPICAL FOR ALL LOCATIONS. W W `n E.T. WALL SEALANT CONTINUOUS SEAL SEALER, SEALANT NEW CONCRETE FOUNDATION WALL W/DAMPROOFING AND(2) O o INSTALL INTERIOR FULL WIDTH OF MUDSILL #5 REINFORCING RODS TOP AND BOTTOM. �J SHEATHING PRIOR TO 4"THICK CONCRETE SLAB WITH 6"x6"#10/#10 INSTALLATION OF PRE- FOUNDATION WALL ASAIR SEALING ATT I C W.W.M.OVER 6 MIL.POLY VAPOR BARRIER FAB FIREPLACE UNIT AIR BARRIER 1/2" EXPANSION JOINT FILLE O CONCRETE SLAB AS AIRRECESSED LIGHTING WAY AY x DEEP CONCRETE FOOTING KEY BARTER ANDD R - - - - - _(3)#5 STEEL REINFORCING RODS. - o W-1 PREFAB FIREPLACE UNIT UNDISTURI;ED SOIL w *NOTE: �y a SHADED COMPONANTS DESIGNATED AIR FLOWTYPICAL WALL > RETARDER SYSTEM. SECTION AND FLOW RETARDER DETAIL W � AIR SEALING @ SPECIFIED ATTIC INSULATION SCALE: 314"=V-0" Z Z a � z EXTERIOR WALL o o a 75<L a 1 1/2" RIGID INSULATION U W W � Q 0 FINISHED+CEILING FINISHED CEILING CONTINUOUS BEADS OFACCESS PANEL OPENING TO SUPPORT PANEL SEALANT TRIM OVERHANG INT ACCESS PANEL TO FIT RT CONTINUOUS SEAL SEALER, TIGHTLY ON FRAME AND FULL WIDTH OF MUDSILL JOINT SEALANT TAPE ALL SIDES AIR SEALING @ ATTIC HATCH z AIR SEALING @ PRE-FAB ° FIREPLACE PLATFORM W L PLUMBING CONTINUOUS BEAD OF X �p EXPANDED FOA PIPING TOP PLATES SEALANT Q SEALANT _jV—/ 6 ua N TOP PLATES — w w J o Z A a z A EXPANDED w � FOAM SEALANT EXPANDED PROVIDE BLOCKI G AlS UD SCALE: FOAM CAVITY ALL SID S 1/4 = 1 ' PLUMBING SEALANT TUB UNIT CONTINUOUS BEAD OF THIN-PROFILE WALL G SC// O PIPING ELECTRICAL SEALANT SHEATHING WIRE CONTINUOUS WALL STUDS BEAD OF n w SEALANT D C) T z WALL STUDS WI DOW RINE R OD ME OR a toy SEMB DWb. 14AME: CONTINUOUS BEAID OF M E P SEALANT AIR SEALING @ TOP PLATE NOTES PLUMBING PENETRATION AIR SEALING @PLATE DWG. NO.: ELECTRICAL PENETRATION - 1 . AIR SEALING BEHIND TUB MEP PAGE 9 OF 10 00 It o� • MINIMUM 235#AMHITECTURAL ROOF SHINGLES, cr1 COLO,TO BE SELECTED BY OWNER 00 11-1 1-4 Wood Backer Strip 1x or V2'Plywood 30#BLDG FELT Nailed in Places Before Exterior Sheathing 1/2"COX PLYWOOD SHEATHINQ Applied ROOF RAFTERS(SEE PLAN FOR TYPE,SiZE AND SPACING). MIN. 1"CLEAR SPACE FQ VENTING OF INSULATION 2 x 4 Wall Studs R-30 BATT INSULATION V CEILING JOISTS (SEE PLAN F(Y,'TYPE,SIZE AND SPACING) - - - - - - ;, « • 1 1/4"X 20 GAGE STEEL STRAP @ EACH STUD.(4) 8d COMMON NAILS IN WWII Insulation EACH END AS PER TABLE 3.36 OF WOOD FRAME CONSTRUCTION MANUAL DRYWALL CAULKED,GLUED ALUMINUM GUTTERS AND LEADERS I OR GASKETED TO PLATE INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT a SOFFIT VENTING WITH INSECT SCREEN EXTERIOR SHEATHING CAULKED,GLUED CLIMATE FENESTRATION SKYLIGHT b GLAZED CEILING WOOD MASS FLOOR BASEMENT c SLAB d CRAWL 2 2"x4"TOP PLAT I OR GASKETED TO TOP PLATE UKYLIGH R FENESTRATION R-VALUE FRAME WALL R-VALUE WALL R-VALUE SPACE c FIRESTOPPING (ALL WALLS FLOORS AND CEILINGS)AS PER CODE. � ZONE U-FACTOR b M :. SHGC b,e WALL R-VALUE i R-VALUE WALL 1 E ALV BOARD TYVEK OR EQUAL VAPOR BARRIER R-VALUE R-VALUE CLADDING i/2" EXTERIOR PLYWOODSHEATHING1'------"'��, TAPED OR SEALED JOINTS �_4 EXCEPT MARINE20 OR 8/13 1y 10/13 10,2 ft. 10/13 < SIDING,TYPE AND COLOR TO BE SELECTED BY OWNER I IN EXTERIOR SHEATHING :{ 0.35 0.55 0.40 49 13+5 h 1" RIGID INSULATION R-5 2"x4"WALL STUDS @16"O.C. I FOR SI:1 FOOTS 304.8 mm F R-VALUES ARE MINIMUMS.U-FACTORS AND SIHGC ARE MAXIMUMS.WHEN INSULATION IS INSTALLED IN A CAVITY WHICH IS LESS THAN THE LABEL OR DESIGN THICKNESS OF THE INSULATION,THE INSTALLED R-VALUE OF THE R-15 BATT iNULATIO INSULATION SHALL NOT BE LESS THAN THE R-VALUE SPECIFIED IN THE TABLE. b. THE FENESTRATION U-FACTOR COLUMN EXCLUDES SKYLIGHTS.THE SHGC COLUMN APPLIES TO ALL GLAZED FENESTRATION SKYLIGHTS MAY BE EXCLUDED FROM GLAZED FENESTRATION SHGC REQUIREMENTS IN CLIMATE ZONE 1 THROUGH 3 WHERE THE SHGC FOR SUCH SKYLIGHTS DOES NOT EXCEED 0.30. EXTERIOR SHEATHING CAULKED,GLUED OR C. "15/19"MEANS R-15 CONTINUOUS INSULATIION ON THE INTERIOR OR EXTERIOR OF THE HOME OR R-19 CAVITY INSULATION AT THE INTERIOR OF THE BASEMENT WALL"15!19"SHALL BE PERMITTED TO BE MET WITH R-13 2"x4"BASE PLATE CAVITY INSULATION ON THE INTERIOR OF THE BASEMENT WALL PLUS R-5 CONTINUOUS INSULATION ON THE INTERIOR OR EXTERIOR OF THE HOME."10/13"MEANS R-10 CONTINUOUS INSULATION ON THE INTERIOR OR EXTERIOR OF THE - 1 GASKETED TO BOTTOM PLATE HOME OR R-13 CAVITY INSULATION AT THE INTERIOR OF THE BASEMENT WALL. 1 1/4"X 20 GAGE STEEL STRAP(4) 8d COMMON NAILS IN EACH END AS PER 1 H R 5 SHALL BE ADDED TO THE REQUIRED SLAB EDGE R-VALBASEMENT FOR HEATED SLABS,INSULATION DEPTH SHALL BE THE DEPTH OF THE FOOTING OR 2 FEET,WHICHEVER IS LESS IN CLIMATE ZONE 1 THROUGH 3 FOR HEATED TYPICAL FLOOR CONSTRUCTION: FINISHED FL SLABS. 3/4" T&G PLYWOOD FLOORING SCREWED AND GLUED TO TABLE 3.3B OF WOOD FRAME CONSTRUCTION MANUAL e. THERE ARE NO SHGC REQUIREMENTS IN THE MARINE ZONE. 0 f. BASEMENT WALL INSULATION IS NOT REQUIRED IN WARM HUMID LOCATIONS AS DEFINED BY FIGURE R301.1 AND TABLE R301.1. FLOOR JOISTS (SEE PLAN FOR TYPE, SIZE AND SPACING) 1/2" 9. OR INSULATION SUFFICIENT TO FILL THE FRAMING CAVITY,R-19 MINIMUM. h. THE FIRST VALUE IS CAVITY INSULATION,THE SECOND VALUE IS CONTINUOUS INSULATION,SO"13+5"MEANS R-13 CAVITY INSULATION PLUS R-5 CONTINUOUS INSULATION. CORNER BLOCKING DETAIL SHEETROCK WiTH TAPE AND 3 COATS OF SPACKLE - O 1. THE SECOND R-VALUE APPLIES WHEN MORE THAN HALF THE INSULATION IS ON THE INTERIOR OF THE MASS WALL INSULATED WALL DETAILS W SiMPSON LTP4 @ 16"O.C.FROM RIM JOIST TO PLATE.TO x BE FASTENED AS PER SIMPSONS RECOMENDATIONS. I EXTERIOR SHEATHING CAULKED, 2-2"x4"TOP I'VE GLUED OR GASKETED TO TOP PLAT124 Q TAPED OR SEALANT OVER JOINT IN t- pa FIRESTOPPING (ALL WALLS FLOORS AND CEILINGS) I EXTERIOR SHEATHING AS PER CODE. 1 1/4"X 16 GAGE TRIPLE COATED ZINC STEEL STRAP LAPPED UNDER BOTTOM PLATE WITH 31/2` (4) 8d COMMON NAILS AT STUD AND(4) 8d COMMON NAILS AT RIM JOIST AND SILL FOR A TAPED OR SEALED JOINTS IN TOTAL OF 8,AS PER TABLE 3.36 OF WOOD FRAME CONSTRUCTION MANUAL i EXTERIOR SHEATHING (ALL SCREWS IN CONTACT WITH ACQ WOOD TO BE HOT DIPPED GALVANIZED) STRAPS TO ! BE WRAPPED UNDER WOOD SILL. H z Chose Compliance Method 2"x4"BASE I EXTERIOR SHEATHING CAULKED,GLUED OR GASKETED � SIMPSON LTP4Z @ 16"O.C.FROM RIM JOIST TO SILL.TO I TO BOTTOM PLATE Total UA Alternative See RESCHECK Analysis (Attached) -- 2 x Material Hdr BE FASTENED AS PER SIMPSONS RECOMENDATIONS. I TYPICAL FLOOR CONSTRUCTION: z (ALL SCREWS IN CONTACT WITH ACQ WOOD TO BE HO I 3/4"T&G PLYWOOD FLOORING SCRTWED AND GLUED TO FLOOR JOISTS 0 DIPPED GALVANIZED) (SEE PLAN FOR TYPE,SIZE AND SPACING) R-30 BATT INSULATION U (2) 2"x6" .25 ACQ WOOD SILL PLATE(AND SILL SEALER)ANCHORED TO A CONCRETE FOUNDATION WALL W/ 5/8"DiA. HOT DIPPED GALVANIZED ANCHO BOLTS WITH 3" SQUARE HOT DIPPED GALVANIZED WASHERS @ 23"O.C. MINIMUM 7"EMBEDMENT(NOT MORE THAN 12"EA.WAY FROM CORNERS). EXTERIOR SHEATHING CAULKED, �+ Energy Conservation Notes *NOTE: COPPER TERMITE GLUED OR GASKETED TO SILL PLATE F.., Air Barrier Criteria ALL STRAPPING SHALL BEAR MIN. SHIELD SILL PLATE INSTALLED OVER 1. A continuous air barrier shaped be installed in the building envelope. 7 2. The exterior thermal envelope contains a continuous air barrier. 12" ON STUD, RAFTER FACE, ETC. SILL GASKET W ^ O J 11/2°� R-5 Rigid Foam Insulation TYPICAL FOR ALL LOCATIONS. 3. Breaks or joints Int he barrier shall be sealed. 4. The air barrier in any dropped ceiling/soffit shall be aligned with the insulationw NEW CONCRETE FOUNDATION WALL W/DAMPROOFING AND(2) � Z O O and any air gaps in the air barrier shall be sealed. Mechanical -System Notes 1. At least one thermostat shall be provided for each seperate heating and cooling system. #5 REINFORCING RODS TOP AND BOTTOM. z 5. Access openings, dropdown stairs or' knee wall doors to unconditioned attic 2 x Header Detail 4"THICK CONCRETE SLAB WITH 6"x6" #10/#10 C) ►'`"� sealed. 1. Ducts, air handlers and filter boxes shall be sealed. Joints and seams shall comply with either W.W.M.OVER 6 MIL.POLY VAPOR 3ARRIER ^ space shall be shall be a International Mechanical Code or International Residential Code. Scale 3"=1" ~ O 6. The junction of the foundation and sill plate shall be sealed. 1/2" EXPANSION JOINT FILLER-.. E-` e 'unction of the to late and the to afexterior walls shall be sealed. Ducts shall be pressure tested to determine air leakage by one of the following methods - - - - - - W 7. Thp p p A. Rough-in Test 1'-4"x 8" DEEP CONCRETE FOOTING W/KEY 6. Knee walls shall be sealed WAY AND(3)#5 STEEL REINFORCING RODS. n framing and skylights and framing B. Post Construction Test O 9. The space between windows/door jams and g9 UNDISTURBED SOIL 4 Building framing cavities shall not be used as ductsor plenums. Q shall be sealed. W r� • .�w Mechanical system piping capale of carrying fluids above 105° For below 55° F shall be Insulated 10. Rim joistsshall include the air barrier. � H to a minimum of R-3. 11. The air barrier shall be installed at any exposed edge of Insulation. N - 12. Exposed earth in unvented crawl spaces shall be covered with a Class 1 6. The building shall be provided with ventilation that meets the requirements of the International � (� Residential Code or international Mechanical Code as applicable, or with other approved means vapor retarder with overlapping joints taped. TYPICAL WALL SECTION AND FLOW RETARDER DETAIL W 13. Duct shafts, utility penetrations and flue shafts opening to exterior or of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that unconditioned s ace shall be sealed, close when the ventilation system is not operating. SCALE: 3/4"=1'-0" � zZ � � z P 14. Air sealing shall be provided between the garage and conditioned spaces. o a 15. Recessed light fixtures installed In the building thermal envelope shall be sealed The project plans have bben diensigned in accordance with the 2015 to the drywall. p; Z 16. The air barrier installed at exterior walls adjacent to showers and tubs shall International Energy Conserv&lon Code (IECC) and the 2016 SAME FOR FLOOR ABOVE U0 0-0 seperate them from the showers and tubs. 2016 Supplement to the Nevv York State Energy Conservation w 94 17. The air barrier shall be installed behind electrical or communications boxes or Energy Code Requirement Table A O Construction Code air sealed boxes shall be used. Fenestration 18. HVAC register boots, that penetrate building thermal envelope shall be Manufacturer Type UA SHGC sealed to the subfloor or drywall. Window Andersen Double Hung 0.30 031 I 19. When required to be sealed, concealed fire sprinklers shall only be sealed In a Andersen Casement 0.27 0.31 manner that is recommended by the manufacturer. Caulking or other adhesive Door Andersen Sliding Glass 0.31 0.27 CONTINUOUS BEAD OF SEALANT sealants shall not be used to fill voids between fire sprinkler cover plates and Thermo-Tru Exterior 0.32 walls or ceilings. CONTINUOUS BEAD OF 20. The thermal air barrier shall be constructed to limit air leakage in accordance Mechanical Systems SEALANT with .Sections R402.4.1 through 8402.4.6 Air Conditioning 16 Seer AG CONTINUOUS MINIMAL Heating Propane Furnace EXPANDING FOAM AT WINDOW PERIMETER to Insulation . O 1. Air permeable insulation shall not be used as a sealing material. Equipment Type 2. The Insulation in any dropped ceiling/soffit shall be aligned with the air barrier. Air Conditioning Ductless AC WINDOW UNIT A AIR BARRIER 3. Cavities within corners and headers of frame walls shall be Insulated by Heating Propane Fired Furnace CONTINUOUS MINIMAL W completely filling the cavity with a material having a thermal resistance of Rr3 EXPANDING FOAM AT per inch minimum. (See Detail) Insulation Tyne R-Value WINDOW PERIMETER 4. Exterior thermal envelope insulation for framed walls shall be installed in Walls Fiberglass Batts 21 substantial contact and continuous allignment with the air barrier. Rigid Foam 3 2 x 4 Posts CONTINUOUS BEAD OF SEALANT 5. Rim joists shall be Insulated. Ceilings Fiberglass Batts 30 2 x 4 Sill L � 6. Floor framing cavity insulation shall be installed to maintain permenant contact Floor/Foundation Rigid Foam 38 d Q a with the underside of subfloor decking, or floor framing cavity insulation shall -- -- tD be permitted to be In contact with the top side of sheathing or continous CONTINUOUS BEAD OF insulation installed on the underside of floor framing and extends from the ADHESIVE >. p ¢ bottom to the top of all perimeter floor framing members. CONTINUOUS BEAD OF z A Q 3 Q 7. Where provided instead of floor insulation, insulation shall be permanently - SEALANT a attached to the .wallsU crawls ace p - w Q Q U 8. Batts in narrow cavities shall be cut to fit or narrow cavities shall be filled by SCALE: insulation that on installation readily conforms to the available cavity space. 1/2'Rigfd Foam Insulation 1/4 9. Recessed light fixtures installed in the building thermal envelope shall be air tight and IC rated. L CONTINUOUS BEAD OFC'.scy Y 10. Batt insulation shall be cut neatly to fit around wiring and plumbing In exterior SEALANT walls, or insulation that on installation readily conforms to the available space CONTINUOUS SEAL SEALER, shall extend behind piping and wiring. Rz FULL WIDTH OF MUOSILL = ' w 11. Exterior walls adjacent to showers and tubs shall be insulated. AIR SEALING GENERAL NOTE: FOUNDATION WALL AS THESE DETAILS ARE SHOWN FOR TYPICAL AREAS AS SHOWN.CONTRACTOR TO HIRE A AIR BARRIER �� HERR'S RATER TO INSPECT ALL CONSTRUCTION PRIOR TO CLOSING UP ANY WALLS AND S CEILING TO INSURE EVERYTHING HAS BEEN CAULKED AND SEALED CORRECTLY FOR THE CONCRETE SLAB AS AIR BLOWER DOOR TEST. BARIER DWG N ME: Corner Post Insulation Detail M E P Rigid Foam NOTES DWG. NO.: AIR SEALING @ MEP - 2 EXTERIOR WALL PAGE 10 OF 10